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Home My WebLink AboutB16-2286 061-350-052BUTTE COUNTY NOV 1$ 2016 DEVELOPMENT SERVICES 6 _X9& ELECTRICAL 1. CONSULT LOCAL UTILITY COMPANY BEFORE !NSTAMING MAIM ELECTRICAL PANEL VERIFY I AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCINK30 AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM(CGn,,,.SC 4z04.1) -FINISH MATERLAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTIO!N(CG8SC 4.5104�2) -ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL Or, REGIONAL AJR POLLUTION OR AIR QUALJTY MANAGEMENT DISTRICT RULES APPLY- 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANITS, SEALANT PRIMERS, AND CAULKS S11ALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AJR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAOMD RULE 1168 VOC LIMITS, AS -SHOWN IN TABLE 4.504.1 OR 4.504,2 1,,,,S APPICABLE. SUCH PRODUCTS ALSO S -HALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLORCETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN I POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATElUIDE VOC STANDARDS AND OTHER REQU PREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALJF. CODE OF REGULAMONS, TITLE 17, COMENCING WITH SECTION -04507. -ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE I OF THE ARD ARCHITECTURAL SUGGESTED CO!TROL SIZE AND LOCA'ION OF PANEL PRIOR 1U bIANIM'i LW',_-1KUC1PJrA, C14 [*- 0 (0 T_ -D LLJ U_ < U_ 0 0) C14 M 0 _J Z 00 _J 00 < 64 LLJ cL LO LLi C4 M Ld Ld e_1% U 0 -Is _J Z =) W LLJ Q 0 ft.�. W 0 1�0 V) X LO U) 0 >_ Q�- M cr- 0 Lai M 0- M VA tabow A s- A- � nh--a # d K* V, d fr WV 3 dIA -EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT MEASURE, AS SHOWN IN TABLE 4.504.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO AND SE'DUCTEED TO TERMINATE OUTSIDE THE BUILDING, 2. UNLESS FUNC710NING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES U,:;MD IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSSFYING THE STRUCTURE OPERATION AND MAJNTAINENCE INSTRUCTIONS FOR EQUIPMENT. APPLIANCES, HVAC SMEMS, ROOF/ e Trash bars across the back of all drain inlets. FANS MUST BE CONTROLLED BY A HUMID17Y CONTROL- (a)HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY COATINGS AS FLAT, NONFIAT, OR NONFLAT-HIGH GLOSS COATING WED ON ITS GLOSS AS DEFINED IN SUBSECTIONS 4.21, 4�36, AND 4.37 SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM tw r 0,17T?, a�J W hi kv ftt ea e 0142'm W,& S-11 lw kT Ont dn. hrrr V -r, OJ47 bd e L-.=, RANGE OF 50% TO A MAX. OF 8= A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (b)A HUMIDITY CONTROL OF THE 2007 CALIF. AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT. OR NONFLAT-HIGH MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL SECTION(CGBSC 4.506.1). GLOSS VOC LIMUT IN TABLE 4,504.3 SHALL APPLY. Lr) blankets may be used for this application) -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS -AEROSOL P&IINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROO IN SECTION 94522(c)(3) AND OTHER REQUIREMENTS 0') L0 "J. � Eftd or 41e. 4 44od M,%- d4h, 1 be N311 rift, eft :2141 V Mtv SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGISSC 4.50701). INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, IN SECTIONS 9522(c)(2) AND (d)(2) OF 0 -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: C&IF. CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520, AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR ry be used for this application) 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J2004(RESIDENITIAL LOAD CALCULATION), ASHRAE QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REG. 8, RULE 49. 0 < F6 mgmi ko bWz dWso-nood d 110 rdi cr Wr, Od VlammM 0 V74M) rd.- ftl be "o fm HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFIVIARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA I MANUAL D -VERIFICAMOA OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY LL_ 0 LLJ DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURERE'S PRODUCT spEcincAnoN, 2. FIELD VERIFICATION OF ON SITE L0 < drain inlets. EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR PRODUCT CONTAINERS. Li CL C,,, �?Vv to ff r,.%. r* METHODS. SECTION CGOSC 4,507.2� -,ALL CRPET INSTALLED IN THE BUILDING INMIROR SHA!_L MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING. (-) 0 C) -ENERGY EFFICIENTCY TO COMPLY WITH THE CURREW TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 1. CARPET AND RUG INSTITUMS GREEN LABEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUBLIC HEALTH, -STANDARD METHOD FOR THE TESTING & EVALUA11ON CL 0 the nearest storm drain inlet. -WATER CONSERVING PLUMBiNG FIXTURE -13 AND FITTINGS: SECTION CGBSC 4303.1 OF VOLATILE ORGANIC CHEMICAL EMISSINS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VERSION 1.1 FEBRUARY 2010(ALSO 0 ddl In VI a;o 6" WATER CLOSETS: <_ 1.28 CA-I/FLUSH KNOWN AS SPECIFICATION 01350). 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. LL] - LLJ URINALS. _<_ 0.5 GAL/FLUSH ALL CARPET CUSHION INSTALLED IN THE BUILDING INTEROR SHALL MEET THE REQUIREMENTS OF CARPET & RUG INSTITUTrS GREEN MEL PROGRAM. C) 0:� V) 0 buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. SINGLE SHOWER HEADS. _< 2.0 GPM 0 80 PSI -ALL CARPEr ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 LLJ CL "d' r2w &AN10" W-115 to P" &IT -3 W*n ad alm :,d d 1MLiIiI;M 63" 1 b MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWZRHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL -WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST COX OF FLOOR AREA RECEMNG RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE 0 NOT EXCEED 2.0 GPM 0 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME OF THE FOLLOWING: 1. VOC LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) HIGH PERFORMANCE PRODUCTS LLJ _J application. Rollaway bins may also be use, d. All concrete washout system s- shall be placed off of RESIDENTIAL LAVATORY FAUCETS: _<, 1.5 GPM ID 60 PSI DATABASE. 2. PRODUCTS COMPIANT NTH CHPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION ry (ird r"7 el rcd or Kw p-0 w. tb to., h4" m4�t= rM rd I= 't LAVATORY FAUCETS IN COMMON AND PU13UC USE AREAS OF RESIDENTIAL BUILDINGS: K. 0.5 GPM 0 60 PSI UNDER THE RESILIANT FLOOR COVERING INSTITUTE(RFCI) FLOOR SCORE PROGRAM. 4. MEET THE CALJF. DEPT. OF PUBLIC HEALTH, -STANDARD METERING FAUCETS: <_, 0.25 GALLONS PER CYCLE METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGAI`IIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL After installation of the above items is complete a maintenance program needs to be developed to insure the KITCHEN FAUCETS: < 1.8 GPM 0 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM CHAISERS-, VERSION 1,11. FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 10350). < 0:� CL d UT" rea M._' tit h req,"A -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION COBSC 4.304.1 -HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY nsERBoARo COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR ry < -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4A08.3 These plans and d( OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARBS AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD ts have been reviewed for LJ compliance with th � appliable (17 CCR 93120 ET SEQ BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5 of the jurisdiction. I -VCERIFICATION OF COMPUANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUEESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCWDE iping of these plans shall MINIMUM EROSION AND SEDIMENT CONTROLS FOR not be held to pe,mit ONE OF THE WAYS OUTLINED IN SECTION(CGBSC 4�504.5.1). - be an approval of any PROJECTS DISTURBING LESS THAN ONE ACRE violation of applicable -CONCRETE SLAB FOUNDATIONS REQUIRED TO ME A VAPOR RETARDER BY THE CALIF. BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB ON des and standards nor The BMP's (Best Management Practices) listed below must be in place during the rainy season (October relieve the owner, c GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY. WITH THIS )rofessional of record or 15 through April 15) and may be required at other times based on weather and site conditions throughout contractor of comp! SECT11ON(CGBSC 4.505.2), applicable codes and standards. Plan rE -A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOINING: 1. A 4* THICK(101.6mm) ME OF 1/2* of documents does not the year. The BMPs listed are minimum requirements and additional BMP's could be required based on authorize construct f 4 ^ ^M I AM^? -M ^t E-Akg 6 ^^Mf -^AVT- -t-I A § a fte- nm^�Aftr-r% 14nrtA A t#An^n mr-rAmm"m m* nww-eyr ^^trrA^'r 140MA A&M A in violation of any site conditions. federal, state, nor I METHODS OUTLINED IN SECTION(CGBSC 4.505.3). SIZE AND LOCA'ION OF PANEL PRIOR 1U bIANIM'i LW',_-1KUC1PJrA, VLAW11.0 VA tabow A s- A- � nh--a # d K* V, d fr WV 3 dIA -EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT e Internal filters placed inside eacri drain Inlet. AND SE'DUCTEED TO TERMINATE OUTSIDE THE BUILDING, 2. UNLESS FUNC710NING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, . ==hw dd Irm dft GVTV " �4.1 M mI Aan 50 hl t.-, eak da el 01V Wd vmm ttA STRUCTURE OPERATION AND MAJNTAINENCE INSTRUCTIONS FOR EQUIPMENT. APPLIANCES, HVAC SMEMS, ROOF/ e Trash bars across the back of all drain inlets. FANS MUST BE CONTROLLED BY A HUMID17Y CONTROL- (a)HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM tw r 0,17T?, a�J W hi kv ftt ea e 0142'm W,& S-11 lw kT Ont dn. hrrr V -r, OJ47 bd e L-.=, RANGE OF 50% TO A MAX. OF 8= A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (b)A HUMIDITY CONTROL e Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL SECTION(CGBSC 4.506.1). a�pbp tre lb 9% ift W tam a &CW ca &.1 cnew WIM Lr) blankets may be used for this application) -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS 0') L0 "J. � Eftd or 41e. 4 44od M,%- d4h, 1 be N311 rift, eft :2141 V Mtv SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGISSC 4.50701). * Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may 0 -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: rx-1, 1�w III ft tft �sv . m To FK's ry be used for this application) 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J2004(RESIDENITIAL LOAD CALCULATION), ASHRAE 0 < F6 mgmi ko bWz dWso-nood d 110 rdi cr Wr, Od VlammM 0 V74M) rd.- ftl be "o fm HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFIVIARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA I MANUAL D All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm LL_ 0 LLJ DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING 9ft M Ida WO a A *9,tTd 01 m0 L-1 W9, *M ffih W dl2w km 1 L0 < drain inlets. EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR Li CL C,,, �?Vv to ff r,.%. r* METHODS. SECTION CGOSC 4,507.2� e Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50'from (-) 0 C) -ENERGY EFFICIENTCY TO COMPLY WITH THE CURREW TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 AM! kv VMrAmdl lot- CL 0 the nearest storm drain inlet. -WATER CONSERVING PLUMBiNG FIXTURE -13 AND FITTINGS: SECTION CGBSC 4303.1 0 ddl In VI a;o 6" WATER CLOSETS: <_ 1.28 CA-I/FLUSH a All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint LL] - LLJ URINALS. _<_ 0.5 GAL/FLUSH W AMC 21 C) 0:� V) 0 buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. SINGLE SHOWER HEADS. _< 2.0 GPM 0 80 PSI LLJ CL "d' r2w &AN10" W-115 to P" &IT -3 W*n ad alm :,d d 1MLiIiI;M 63" 1 b MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWZRHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this 0 NOT EXCEED 2.0 GPM 0 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME 4 cri red C."Ah eft's V'= LLJ _J application. Rollaway bins may also be use, d. All concrete washout system s- shall be placed off of RESIDENTIAL LAVATORY FAUCETS: _<, 1.5 GPM ID 60 PSI ry (ird r"7 el rcd or Kw p-0 w. tb to., h4" m4�t= rM rd I= 't LAVATORY FAUCETS IN COMMON AND PU13UC USE AREAS OF RESIDENTIAL BUILDINGS: K. 0.5 GPM 0 60 PSI the paved streets. METERING FAUCETS: <_, 0.25 GALLONS PER CYCLE pardlol ft pvft bw L% f"!'' a co A a,b , , 0 1" 4: JM bp h dwydvo K's ft sdrdl% U to fid M to q7mb Ob After installation of the above items is complete a maintenance program needs to be developed to insure the KITCHEN FAUCETS: < 1.8 GPM 0 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM < 0:� CL d UT" rea M._' tit h req,"A -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION COBSC 4.304.1 continued effectiveness of your BMP's. ry < -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4A08.3 These plans and d( cumer ts have been reviewed for LJ compliance with th � appliable code requirements M of the jurisdiction. I he star iping of these plans shall MINIMUM EROSION AND SEDIMENT CONTROLS FOR not be held to pe,mit o - be an approval of any PROJECTS DISTURBING LESS THAN ONE ACRE violation of applicable c des and standards nor The BMP's (Best Management Practices) listed below must be in place during the rainy season (October relieve the owner, c esign )rofessional of record or 15 through April 15) and may be required at other times based on weather and site conditions throughout contractor of comp! ance With applicable codes and standards. Plan rE view of documents does not the year. The BMPs listed are minimum requirements and additional BMP's could be required based on authorize construct on to proceed in violation of any site conditions. federal, state, nor I cal rec ulation. e Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15'wide by 6" deep over construction BUREAU VERIALS NORTH AMERICA, INC. grade fabric. * All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a f%AI 1ft_DC"C*M D f%HIDV"&J K1T4Z rain event there shail be no traCKing ot soils onto the street. N017E.- AT THE 71ME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WED BASED REFERENCE OR * Wattles installed properly behind curb or sidewalks. OTHER APPROVED REFERENCE DOCUMENTATION SHALL SE PLACED IN THE BUILDING IN ACCORDANCE WITH e Rock bags (minimum 2 per side) at all drain inlet locations within 150'of the project site. THE 2013 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4,410 AND CONTAIN' THE FOLLOWING - SPACE PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF kENcI`S LOCATED AT LEAST 3' ABOVE THE E,,A�E vEt,,:Ts WITH THE RALANCE OF THE REQU IRED V"EN'TILATION PROVIDED BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER HANING A TPA,'N"SMISSION RATE OF M1T EXCEEDING I -PERM IN ACCORDANCE WITH ASTM E 2013. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR IRSVEWED FOR CODE COMPLUNCE CODE COMPLIANCE I I BY GLAZING NOTES DAT 1. VAHERE WINDO'WS ARE PROVIDED AS A IAMS OF EGRESS OR RESCUE THEY SHALL HAVE. $' 7HE BOTTOM OF TTiE CLEAR OPENING NOT GREATER THAN 44m MEASURED FROM THE FLOOR 2013 CRC R310 Kxw M �W4 4 U.- %A � H%;"A �"w � �_Wwv' -- ---- COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THP OUTSIDE OF SUCH SURFACE OCCUPANCY IS RESIDENRL kDPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SiTALI BE LOCATED * WARDDROBE DOORS TYPE OF CONSTRUCTION IS WOOD FRAME * SHOWER AND RA:RR.IB DOOR AND ENCLOSURES WITHIN THE UPPER 12" OF THE ENCLOSURES, THE MINIMU%4 FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE WINDOWS W-11THIN E,'ATH AND SHOWER AREAS INCHES EACH rx DRAWN BY: B. RUBANOFF DATE: 8-17-16 <,q)1- INDEX 1. LOWER & UPPER LEVEL FLOOR PLANS 2. LOWER LEVEL FOUNDATION FLOOR FRAMING PLAN UPPER LEVEL FLOOR FRAMING PLAN 3. LOWER & UPPER LEVEL ROOF FRAMIN"37 PLANS _R00..F PLAN 4. CROSS SECTION DETAILS 5. E�TERIOR ELEVATIONS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLANS 8. SITE PLAN SN. ENGINEER STRUCTURAL NOTES SD1, SD2, SD3, SD4, SD5, ENGINEER STRUCTURAL DETAILS S H'E__ F T # COVER SIZE AND LOCA'ION OF PANEL PRIOR 1U bIANIM'i LW',_-1KUC1PJrA, VA tabow A s- A- � nh--a # d K* V, d fr WV 3 dIA -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE e Internal filters placed inside eacri drain Inlet. 2. SMOKE DETECTORS SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE . ==hw dd Irm dft GVTV " �4.1 M mI Aan 50 hl t.-, eak da el 01V Wd vmm ttA STRUCTURE OPERATION AND MAJNTAINENCE INSTRUCTIONS FOR EQUIPMENT. APPLIANCES, HVAC SMEMS, ROOF/ e Trash bars across the back of all drain inlets. SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM tw r 0,17T?, a�J W hi kv ftt ea e 0142'm W,& S-11 lw kT Ont dn. hrrr V -r, OJ47 bd e L-.=, YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. e Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion HAWIVAY TOP OF STA!"'S AND AT AREAS ADJACENT TO HALLS THAff HAVE A CEILING INCREASE a�pbp tre lb 9% ift W tam a &CW ca &.1 cnew WIM -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS blankets may be used for this application) OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS, PROVIDE BATTERY BACK UP PER CBC 9071.10.1.2 "J. � Eftd or 41e. 4 44od M,%- d4h, 1 be N311 rift, eft :2141 V Mtv -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN * Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may rx-1, 1�w III ft tft �sv . m To FK's 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY be used for this application) F6 mgmi ko bWz dWso-nood d 110 rdi cr Wr, Od VlammM 0 V74M) rd.- ftl be "o fm -INFORMATION ABOUT WATER CONSERVING LANDSCAPE�IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REQUIRED ROUTINE MAINTAINEN E MEASURES INCLUDING CAULKING, PAINTING, All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm 9ft M Ida WO a A *9,tTd 01 m0 L-1 W9, *M ffih W dl2w km 1 drain inlets. C,,, �?Vv to ff r,.%. r* GRADING, ETC. -INFORMAMON ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AMMIABLE -A COPY OF ALL SPECIAL INSRECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY e Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50'from AM! kv VMrAmdl lot- the nearest storm drain inlet. ddl In VI a;o 6" a All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint W AMC 21 buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. "d' r2w &AN10" W-115 to P" &IT -3 W*n ad alm :,d d 1MLiIiI;M 63" 1 b Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this 4 cri red C."Ah eft's V'= application. Rollaway bins may also be use, d. All concrete washout system s- shall be placed off of (ird r"7 el rcd or Kw p-0 w. tb to., h4" m4�t= rM rd I= 't the paved streets. pardlol ft pvft bw L% f"!'' a co A a,b , , 0 1" 4: JM bp h dwydvo K's ft sdrdl% U to fid M to q7mb Ob After installation of the above items is complete a maintenance program needs to be developed to insure the ATTIC VENTILATION d UT" rea M._' tit h req,"A continued effectiveness of your BMP's. 11 Tur KICT MZI�7�r Vrhlni Ammr_ aorA cz�qai i mr i /7nn OF THE AREA OF THE VENTILATED SPACE PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF kENcI`S LOCATED AT LEAST 3' ABOVE THE E,,A�E vEt,,:Ts WITH THE RALANCE OF THE REQU IRED V"EN'TILATION PROVIDED BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER HANING A TPA,'N"SMISSION RATE OF M1T EXCEEDING I -PERM IN ACCORDANCE WITH ASTM E 2013. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR IRSVEWED FOR CODE COMPLUNCE CODE COMPLIANCE I I BY GLAZING NOTES DAT 1. VAHERE WINDO'WS ARE PROVIDED AS A IAMS OF EGRESS OR RESCUE THEY SHALL HAVE. $' 7HE BOTTOM OF TTiE CLEAR OPENING NOT GREATER THAN 44m MEASURED FROM THE FLOOR 2013 CRC R310 Kxw M �W4 4 U.- %A � H%;"A �"w � �_Wwv' -- ---- COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THP OUTSIDE OF SUCH SURFACE OCCUPANCY IS RESIDENRL kDPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SiTALI BE LOCATED * WARDDROBE DOORS TYPE OF CONSTRUCTION IS WOOD FRAME * SHOWER AND RA:RR.IB DOOR AND ENCLOSURES WITHIN THE UPPER 12" OF THE ENCLOSURES, THE MINIMU%4 FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE WINDOWS W-11THIN E,'ATH AND SHOWER AREAS INCHES EACH rx DRAWN BY: B. RUBANOFF DATE: 8-17-16 <,q)1- INDEX 1. LOWER & UPPER LEVEL FLOOR PLANS 2. LOWER LEVEL FOUNDATION FLOOR FRAMING PLAN UPPER LEVEL FLOOR FRAMING PLAN 3. LOWER & UPPER LEVEL ROOF FRAMIN"37 PLANS _R00..F PLAN 4. CROSS SECTION DETAILS 5. E�TERIOR ELEVATIONS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLANS 8. SITE PLAN SN. ENGINEER STRUCTURAL NOTES SD1, SD2, SD3, SD4, SD5, ENGINEER STRUCTURAL DETAILS S H'E__ F T # COVER 2)VERTI CA2 STRAPS POST TO POST AHDt2, T18 P mt..IDUJ,/SS 20 (2)VERTICALMST STRAPS POST TO POST GENERAL TES 1. ALL LUMBER TO BE DOING FIR 2 AND BAR, STUDS TO BE STUD GR, DE OR F1E UNLESS OTHERWISE NOTED 2> ALL HEADERS TO BE 6X12 DFL`°°2 UNLESS OTHERWISE I"tOTEDE L It 3> ALL CEILINGS TO BE S'—Ow UNLESS OTHERWISE NOTED L"W" L E V E L- F" PLAN SEE IIITLHEFT FOR ADDITIORAL ROTES �>�M. � � � .a, 3, c vn �� ..• ««.._.. {'. fi« a.:, �.. ,, ., ia., m, ,;�.:::. \mac"aa PROVIDE P>T, VALVA" DIOGF" LINE TO OUTSIDE&�-CHOR STRAPS 1286 SO. FT. ` TOB & BOTTOM AT WATER, HEATER 6. BLOCK FOR TOWEL.: PS 7 WIND O Y 911) SUDING GLASS DOOR OPENINGS ARE PER 011,11.—OUT. DOC` OPEWIIGS ARE OUT PLUS V. E. SHOWER AND TUE SP'C!4°ER COMBINATIONS S, ---L E PROVIDED WITH INDIADI /Nt. CO r ROL VALVES OF THE F"RESSURE BALANCE OR TIE THE,,' MOATIC MIXING VALVE TYPE �' 6068 BI� P 5068 81—PASSLo I H.. E F30X112 :THSH F POLE �2 r668 iA C ' I 2 H� POLE � L�AOS� 57 2 LOFT 42" HIGH WALLT DN. T_rTTr_ AT" ENTIRE PARTIAL. CABLE Off„ _U>, N I OPEN TO BELOW cv I UFF""ER LEV"EL FLU"'U"N"' F"'LAN-1-- 560 SO. FT. rin�`N" E FOR CODE COMMANTE 2016 BUREAU VERITAS 140.11TH AMERICA, 11C. DRAWN BY: B. RUBANOFr= CHECKED1 DATE: 7-15-16 SCALE: i14"'=1,_C„ U.N.O. jr1B; POTTS _ BUTTE COUNTY DEVELOPMENT SERVICES COD COMPLI NCE SHEET 1 OF 8 t� or��((�C 7 8 EXP. V Ui NOTES THESE PLANS HAVE BEEN � REVIEWED FOR COMPLIANCE ca PRIOR TO BUILDING PERMIT FINAL APPROVAL THE PROPERTY ONLY WITH THE ATTACHED ISHALL BE IN COMPLIANCE WITH THE VEGETATION CLEARANCE STRUCTURAL CALCULATIONS REQUIREMENTS PRESCRIBED IN CALIF. FIRE CODE SECTION CRC R327.1.5. Ln >) WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING, THE SPACES SHALL BE CONSTRUCTED --------------- �-4 TO PREVENT THE INTRUSION OF FLAMES A.tO EMBERS, BE FIRE O STOPPED WITH APPROVED MATOIALS OR HAVE ONE LAYER OF MINIMUM 72 W MINERAL SURFACED NON—PERFORATED CAP SHEET COMPLYING WITH 0 ASTM D39909 INSTALLED OVER THE COMBUSTIBLE DECKING. CRC 8327.5>2. • WHEN PROVIDED, VALLEY FLASHINGS: SHALL NOT BE LESS THAN 26 GAUGE QU GALV. SHEET CORROSION—RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72 MINERRAL SURFACED NON --PERFORATED CAP SHEET COMPLYING WITH ASTM D3909, A MINIUM OF 368 WIDE RUNNING THE FULL LENGTH{ OF THE VALLET> CRC R327.5.3. .) ROOF GUTTERS SHALL BE PROVIDED WITH T*SIE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. CRC R327.5.4. w_0 0 ROOF, ATTIC AND UNDERFLOOR VENTS SMALL BE DESIGNED TO RESIST THE INTRUSION OF FLAME AND EMBERS THROUGH THE VENTILATION OPENINGS, OR SHALL BE 'Lo 0 PROTECTED BY CORROSION R I , NON—COMBUSTLBLE WIRE MESH WITH A MINIMUM OF 1/16 D A MAXIMUM OF 1/8. OPENINGS. CRC R32,6.2. FLOOR PLAN STRUCTURAL NOTES: EAVETO QST DESIGNED w NE USION BURNINGTHE THE OR IF THE ATTIC SPACE BEING VENTED IS FULLY -SPRINKLERED, CRC R327.6.3. 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 9.EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS IN SHEETS SD1—SD5 FOR ADDITIONAL INFORMATION. DOORS SHALL BE INSULATING GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR CLASS BLOCK UNITS, OR HAVE A FIRE RESISTANCE RATING OF NOT LESS ERN THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257. CRC 8327.8.2.1. 2.) TYPICAL MINIMUM BEARING WALL. FRAMING U.N.O.: Q EXTERIOR DOORS SHALL BE OF APPROVED NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1.375 INCHES THICK WITH INTERORP NO LESS THAN 1.25 INCHES THICK OR SHALL EXTERIOR WALL. 2X6 DF#1 AT 8" O.C. HAVE A FIRE -RESISTANCE � RATING OF NOT LESS THAN 20 MINUTES. CRC 8327.8>3> LATE, UP TO 17'-6" LENGTH (USE RBC CLIP AT TOP I•) RIOR W E'EXTERIOR WALL CO LNG OR WALL ASSEMBLY SHALL BE OF NONCOMBUSTIBLE AND BOTT PLATES). 2X6 DF STUD AT 16" O.C. TER `, OR IGNITION -RESIST T MATER OR HEAVY TIMBER OR LOG WALL CONSTRUCTION. CRC R327.7>3> Q UP TO 10'-0" LENGTH. j.) EXTENT OF EXTERIOR WALL COVERING: EXTERIOR WALL COVERINGS SHALL EXTEND INTERIOR WALLS: 2X6 DF STUD AT 16" Q.C. FROM THE TOP OF THE FOUNDATION TO THE ROOF, TERMINATING AT 2" NOMINAL. W SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR TERMINATING AT THE ENCLOSURE OF ENCLOSED EAVES. > CRC 8327.7.3.1. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL k.) OPEN ROOF EAVES: THE EXPOSED ROOF" DECD ON THE UNDERSIDE OF UNENCLOSED ROOF ELEVATION AND TYPICAL WALL OPENING SCHEDULE. EAVES SHALL, CONSIST OF NONCOMBUSTIBLE MA AL, OR IGNITION—RE S T MATERIAL OR 1 LA5,/8 E 'I ' GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK, OR THE EXTERIOR PORTION OF A 1- HOU FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT FIRE RESISTIVE ASSEMBLY APPLIED TO TIME UNDERSIDE OF THE ROOF DECK, CRC R327.7.4. TO THE ENGINEER OF RECORD. Ix) THE DECKING MATERIAL SHALL BE IN ACCORDANCE VITIS CRC SEC. R327.9 D THE EXTERIOR PORCH CEILINGS ARE TO BE EffHER IGNITION 5.) ALL EXPOSED FRAMING .SHALL BE PRESSURE RESISTANT OR NO1I COMBUSTIBLE PER CRC SEC. 327.7.6. TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. rin�`N" E FOR CODE COMMANTE 2016 BUREAU VERITAS 140.11TH AMERICA, 11C. DRAWN BY: B. RUBANOFr= CHECKED1 DATE: 7-15-16 SCALE: i14"'=1,_C„ U.N.O. jr1B; POTTS _ BUTTE COUNTY DEVELOPMENT SERVICES COD COMPLI NCE SHEET 1 OF 8 � N O� Ln �I Y 0 O cn W J 0 w IZ QU In r0 zCL0 w_0 0 w w 'Lo 0 w I Q \\\ In w Q W rin�`N" E FOR CODE COMMANTE 2016 BUREAU VERITAS 140.11TH AMERICA, 11C. DRAWN BY: B. RUBANOFr= CHECKED1 DATE: 7-15-16 SCALE: i14"'=1,_C„ U.N.O. jr1B; POTTS _ BUTTE COUNTY DEVELOPMENT SERVICES COD COMPLI NCE SHEET 1 OF 8 7'-0" 3/4-X 11 7 f D - LVL RIM e E HDU4/S 2O p ' 2X12 P.T. DF. #2 � 4- T. 0. P.Y. PIS JOIST DF. PFOVIDE (15) 14 Eol DECK.JOI CLUED SO2 . CFEEE'NE F0!JNDA` 1ON 0 12 O.C. 1 1 O RING 1`YP. DECK II U.N.O. VE SHANK 6/10 I 7 `t' STAGGER JOIN C COHC THE FOUNDATION VENADING SU3 SHALL, BE FULLY LY COVERED 17'-C" 12x -0'x O" 16'-Q" WITH METAL WIE HOF -41-01, NON 14'-6' C01SLI �� €r�l��L� h 4,�Crr 14'_6x• WI 11 PIN, Off' ` " AND �I, NOT EXCEED 1 ° OPENINGS 7'-0" UNDER DECVENTILATION CSL ,0 K, ° CEO O. FT'f1EO Oa3 E a F"f. PLAN STRUCTURAL NOTES: 5.) ELEVATIONILANDSTYP COAL TYPICAL STUD 11.) PLUMBING, SPRINKLER, AND MECHANICAL . . rT,/.43 . F .=1FOUNDATION SUBCONTRACTORS SHALL COORDINATE ALL FLOOR 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE AND WALL PENETRATIONS WITH FRAMING 1.} SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 11 7j8" TJI 110 AT 16" O.C. WITH 1 3j4" LVL SUBCONTRACTOR. SHEETS SD1-SD5 FOR ADDITIONAL INFORMATION. RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH LOWER, L E V1 E L F 0 'lull N D A T 10 N 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER MANUFACTURER'S RECOMMENDATIONS. 12.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, & FLOOR FRAMING PLANSHEAR WALL SCHEDULE AND TYPICAL DETAILS. 7.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE BEAM TO BEAM, POST TO BEAM, AND POST TO POST WALLS RUN PARALLEL TO JOIST, AND UNDER ALL CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS .. ::...........v = ..�HEAVY FURNITURE, EQUIPMENT, APPLIANCES, U.N.O. PER PLAN AND DETAILS. 3.) MINIMUM SLAB SECTION: BATHTUBS, ETC. A- 4" CONCRETE SLAB WITH #4 AT 24" O.C. 8.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING 13.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND SECURELY LOCATED AT MID -DEPTH OF SLAB. JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT B- WATERPROOF MEMBRANE IN COMPLIANCE WITH TO FOUNDATION. TO THE ENGINEER OF RECORD. IWOOD FLOORT ASTM E 1643 (DELETE AT EXTERIOR 9.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM , SLABS) -SEE SOILS REPORT !F APPLICABLE. DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT 14.) ALL EXPOSED FRAMING SHALL BE PRESSURE 1. PROVIDE 1C�2 "OL= 1Ds Tl l` AO �E AT .^ IOP I�IND�O P9 I TREATED WITH REATM NT PROCESS AND APPLICATION C- 4 FREE DRAINING MATERIAL -SEE SOILS REPORT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, a > ' OF TI'E PLUMBING C ENOUT IF FLOOR BUILD-UP WILL EXCEED 15 PSF. APPROPRIATE FOR EXPOSURE. ACCORDING TO I�1=R S 2, PPO T, ,,E OF , INO� REOU ��ED FOR MVAC UNIT TO BE LOCATED AT SITE, IF APPLICABLE. WRITTEN GUIDELINES. VPPIF`( �,_R14 l,„°', 0.;1 PRICP TO COT, UCTION D- PROPERLY PREPARED SUBGRADE-SEE SOILS 10.) TYPICAL FLOOR SHEATHING (UNO}: 3f4" THICK, APA 3N PROVIDE SLAAS FOIR HWAC U`117 REPORT IF APPLICABLE. RATED SHEATHING OR RATED STURD-1-FLOOR, SPAN , HOT DIPPED ON OALV, Iv�L R O'D, TREATED WOOD CONNa { OZ.S E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT RATING 48/24 24 FOR STURD-I-FLOOR , EXPOSURE 15.} PROVIDE METAL HANGERS PER 12jSD1 AS REQUIRED, E, PRO: 10Z UNOFF,GROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY UNLESS NOTED OTHERWISE. THE C �=aNI�P 10 -0 O.C. EA. WAY MAX. 1 STRUCTURAL PANELS, .APPLIED 1�'€TH LONGWITH F F°F,"� e e I DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS O. 3 3 0 229 WASHERS S D mO UNDER THE HEADS AND N OF A � 16.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN BOLTS BEARING ON V400D 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, 7. ANCHOR ROLTSS SHALL NOT BE CLOSER MAN 7 DIAMIE-IERS TO END OF PLATE. TO ALL FRAMING, EDGE FAIL WITH 10d COMMON RING TABLE 2304.9.1, UNLESS NOTED OTHERWISE. EXTERIOR WALL: 2X6 DF; 1 AT 8" O.C. SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6' O.C. ALL, SILL PLATE AIICNOR BOLTS, NUTS ,ND PLATE- WASHERS CI 1L DE NOT DIPPEDr ICO QED GALVANIZED E, TA UP TO 17 -6 LENGTH (USE RBC CLIP AT TOP AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND SIO STAINLESS STEEL ON MECI ,- IC Y DEPOSITED >r ZINC CID ,ELS IN ACCORDANCE WITH CBC 230.5 AND BOTT PLATES). 2x6 DF STUD AT 16' O.C. WHERE INDICATED ON PLAN. FIELD NAIL AT 10 O.C. UP TO 10'-0" LENGTH. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY INTERIOR WALLS: 2X6 DF STUD AT 16" O.C. PANEL MANUFACTURER. - -- - -- - - --- C ou" P`P E R' L E V` E L A "` `-"" L A` F 1.0" 0 R F RAM I NG 1, ,._ SECOND FLOOR PLAN STRUCTURAL NOTES: 1,) SEE TYPICAL. NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD5 FOR ADDITIONAL INFORMATION. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST, AND UNDER ALL 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM HEAVY FURNITURE, EQUIPMENT, APPLIANCES, DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT BATHTUBS, ETC. SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 9.) TYPICAL HEADER BELOW IS 6X12 DF -L #2 UNO. 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, 10.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR /CE€LIN G TECO, OR PITTSBURGH RATED SHEATHING OR RATED JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY STURD-I-FLOOR, SPAN RATING 48/24(24 FOR TO FOUNDATION. STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS 11.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, SUPPORTS AND ADJACENT PANELS STAGGERED WITH BEAM TO BEAM, POST TO BEAM, AND POST TO POST 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR U.N.Q. PER PLAN AND DETAILS. EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED 12.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT GAPS AT ALL PANEL EDGES U.N.O. BY PANEL TO THE ENGINEER OF RECORD. MANUFACTURER. 13.) ALL EXPOSED FRAMING SHALL BE PRESSURE 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S EXTERIOR WALL.: 2X6 DFi AT 8" O.C. WRITTEN GUIDELINES. UP TO 17'-6" LENGTH (USE RBC CLIP AT TOP AND BOTT PLATES). 2X6 DF STUD AT 16" O.C. 14.} PROVIDE METAL DANGERS PER 12 f SD1 AS REQUIRED, UP TO 10'-0" LENGTH. UNLESS NOTED OTHERWISE. INTERIOR WALLS: 2X61 DF STUD AT 16" O.C. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, ELEVATION AND TYPICAL WALL OPENING SCHEDULE. TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL RMn SUBCONTRACTORS SHALL COORDINATE ALL FLOOR I? FE S1 AND WALL PENETRATIONS WITH FRAMINGEDy�� SUBCONTRACTOR. o� c T 7.) TYPICAL FLOOR JOISTS SHALL BE 11 7/8" TJI C 88 m 360 AT 16" O.C. WITH 1 3/4" LVL RIM. EXP. 1� INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. sT CNi1 �P q�OF CALIF®� OPEI INO - 4 . REPAID t THESE PLANS HAVE BEEN VENT P.T. SILL REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r t� WzArWL. VENT OPENING DETAIL AT STE ALL 022016 BUREAU Ve ;ITAS 11011TH AnIERIrA, Ij'C DRAWN BY1 B. RUBANOFF CHECKED; DATE: 7-15-16 SCALE, '/4"=V-0" U.N.O. JDB1 POTTS cy) Ln .. ry ', REVIEWED FOR 0 0 BY Q �- SHEET # w�a- 2 8 U M U Ld n 0 O 0 Ld LLJ t° 0 V) O Q.. ry U ryQ W m 022016 BUREAU Ve ;ITAS 11011TH AnIERIrA, Ij'C DRAWN BY1 B. RUBANOFF CHECKED; DATE: 7-15-16 SCALE, '/4"=V-0" U.N.O. JDB1 POTTS UTTE COUNTY MVELOPMENT SERVICES ', REVIEWED FOR CODE COMPLIANCE BY SHEET # 2 8 1-12.61' ANCHOR ALL, R FTER r— 09L. RAFTER NOTE: TO USE THE 11300 CULATL 1ON: PAPER BACKED COUNG INSULATION OR KEL Y M -500 VAPOR SHIELD PRMAI "; CEILING :TOT BE USED. a w.: w•zs mxa® s wpa3 '§' v�M.a'§Ywff a� g *eat r°s t o a s a ar®wr�r arm as w.w ---- .w >,..a -- e-oa 4 4 �.,. ..,. .»,..� ,.. MAY PROVIDE (6) 22- SCREENED 2"SCREE tED BRAN VE VENT Wf I RU A TION W BLOCK BETWEEN R D urr"'T"'ErR" LEVEL Ru""01F FRAMING PLA 1\4 PSD5 ".: .u. u„ ,. v..w,uY•-ti'+.n- ,_„a w..,i '�.vL•v...a.._.. � N....,.mai:'k..�`..r.'.. .m.w '.., >: a, fuS•S» `d'.»:'... w. a.....,«; 7',... n .. ., n`xii.•nu "' `DACE ATTIC VENTILATION CALCS. 576 SO. .x/300=1.92 SO. FT. A 1.92 SQ. ".=0.96 FES�< (1)14 X16- SCREENED O.E. VENT -1.24 SO. FT. �}t1EOyB� (6)22-X 112- SCR QED BRANDGUARD EAVE VENT -0.96 So. FT. ROOF PLAN STRUCTURAL NOTES: C 7 88 m MOTE: TO USE TIME 1/300 CALCULATION. PAP BACK CEILING 1.) SEE TYPICAL DOTE SHEET SN ARID TYPICAL DETAIL INSULATION OR KELLY MOORE B6- 500 VAPOR SHIELD PRIMER CEILING MU E USED. � EXP. 1� � SHEETS SD1-SD5 FOR ADDITIONAL INFORMATION. STRAP R 2 CL y� WALL PERR 1fD 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, 9�M OFC!l1. TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS THESE PLANS HAVE BEEN AND ADJACENT PANELS STAGGERED WITH 4' ENDS REVIEWED FOR COMPLIANCE OFFSET 4'. EDGE NAIL WITH 8d COMMON OR ONLY WITH THE ATTACHED EQUIVALENT (0.131" DIA X 2 1/2") AT l" O.C. AT STRUCTURAL CALCULATIONS ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, 6X 12 OF.# 1 DEL. RAFTERS IR LINE I BLOCKING AND WHERE INDICATED ON PLAN, FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE. (1) PANEL CLIP MIN. BETWEEN r SUP - \i! P.T. §2LPS ATOP BEAM r� Lf) WPB ROT. OF y �f POST TO BEAM. 0 O J OCC66 TOP OF POST (n W o wpIn TO RIDGE BEAM < U LOWER LLvEL R000"T FRAMING PLAN w _ O w 7 7 '7 Inof(n NOTE: TO USE THE 11300 CULATL 1ON: PAPER BACKED COUNG INSULATION OR KEL Y M -500 VAPOR SHIELD PRMAI "; CEILING :TOT BE USED. a w.: w•zs mxa® s wpa3 '§' v�M.a'§Ywff a� g *eat r°s t o a s a ar®wr�r arm as w.w ---- .w >,..a -- e-oa 4 4 �.,. ..,. .»,..� ,.. MAY PROVIDE (6) 22- SCREENED 2"SCREE tED BRAN VE VENT Wf I RU A TION W BLOCK BETWEEN R D urr"'T"'ErR" LEVEL Ru""01F FRAMING PLA 1\4 PSD5 ".: .u. u„ ,. v..w,uY•-ti'+.n- ,_„a w..,i '�.vL•v...a.._.. � N....,.mai:'k..�`..r.'.. .m.w '.., >: a, fuS•S» `d'.»:'... w. a.....,«; 7',... n .. ., n`xii.•nu "' `DACE ATTIC VENTILATION CALCS. 576 SO. .x/300=1.92 SO. FT. A 1.92 SQ. ".=0.96 FES�< (1)14 X16- SCREENED O.E. VENT -1.24 SO. FT. �}t1EOyB� (6)22-X 112- SCR QED BRANDGUARD EAVE VENT -0.96 So. FT. ROOF PLAN STRUCTURAL NOTES: C 7 88 m MOTE: TO USE TIME 1/300 CALCULATION. PAP BACK CEILING 1.) SEE TYPICAL DOTE SHEET SN ARID TYPICAL DETAIL INSULATION OR KELLY MOORE B6- 500 VAPOR SHIELD PRIMER CEILING MU E USED. � EXP. 1� � SHEETS SD1-SD5 FOR ADDITIONAL INFORMATION. STRAP R 2 CL y� WALL PERR 1fD 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, 9�M OFC!l1. TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS THESE PLANS HAVE BEEN AND ADJACENT PANELS STAGGERED WITH 4' ENDS REVIEWED FOR COMPLIANCE OFFSET 4'. EDGE NAIL WITH 8d COMMON OR ONLY WITH THE ATTACHED EQUIVALENT (0.131" DIA X 2 1/2") AT l" O.C. AT STRUCTURAL CALCULATIONS ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, 6X 12 OF.# 1 DEL. RAFTERS IR LINE I BLOCKING AND WHERE INDICATED ON PLAN, FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE. (1) PANEL CLIP MIN. BETWEEN r SUP - PORTS A 1 ABUTTING PANEL EDGES. I 3.) TYPICAL HEADER BELOW SHALL BE 6X12 DF -L DRAWN BY: I 2 UNO. B. RUBANOF'F I L «� .. - 4.) PROVIDE 6X POST MIN, AT ALL. BEAM BEARING POINTS CHECKED: w, AND CONTINUE IN WALL TO FOUNDATION. I I 5.) ROOF FRAMING NOTE: DATE: 7-15-16 FETAL ROOF CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT SCALE 6660 O U TO THE CONVENTIONAL FRAMING REQUIREMENTS OF I ARRLE 1/4"=1'-O U.N.O. THE CALIFORNIA BUILDING CODE (CBC 2308.10). RI PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND JOB: CONNECTIONS SHALL BE PROVIDED BY THE POTTS CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING I ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. I � I I 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, I BEAM TO BEAM, BEAM TO POST, AND POST TO POST PER ITLi I CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, BUI rE COUNTY DEVELOP MENT—SERVICES U.N.O. PER PLAN AND DETAILS. REVIEWED FOR ODE COMPLIANCE 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND DATI 5= I FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT — 12" -BA0 TO THE ENGINEER OF RECORD, 1 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE HATCHED AREA TREATED WITH TREATMENT PROCESS AND APPLICATION INDICATES SLOPED CL'C. APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ( WRITTEN GUIDELINES. jA 9.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, u F L A NUNLESS NOTED OTHERWISE. wH° 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN C I ° 1/0" 1'-O* COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 04 18" \i! r� Lf) N y �f 0 O J (n W o wpIn m < U M U Z 0 0 r - w _ O w (D Inof(n � w o _ � w U Iz Q In-, - nof Q w m i CU. 2 klaCODE rQMC�99NC a 201£ BUREAU VERR3'AS 9nwRTli gg.ERIGA, INT. PORTS A 1 ABUTTING PANEL EDGES. I 3.) TYPICAL HEADER BELOW SHALL BE 6X12 DF -L DRAWN BY: I 2 UNO. B. RUBANOF'F I L «� .. - 4.) PROVIDE 6X POST MIN, AT ALL. BEAM BEARING POINTS CHECKED: w, AND CONTINUE IN WALL TO FOUNDATION. I I 5.) ROOF FRAMING NOTE: DATE: 7-15-16 FETAL ROOF CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT SCALE 6660 O U TO THE CONVENTIONAL FRAMING REQUIREMENTS OF I ARRLE 1/4"=1'-O U.N.O. THE CALIFORNIA BUILDING CODE (CBC 2308.10). RI PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND JOB: CONNECTIONS SHALL BE PROVIDED BY THE POTTS CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING I ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. I � I I 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, I BEAM TO BEAM, BEAM TO POST, AND POST TO POST PER ITLi I CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, BUI rE COUNTY DEVELOP MENT—SERVICES U.N.O. PER PLAN AND DETAILS. REVIEWED FOR ODE COMPLIANCE 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND DATI 5= I FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT — 12" -BA0 TO THE ENGINEER OF RECORD, 1 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE HATCHED AREA TREATED WITH TREATMENT PROCESS AND APPLICATION INDICATES SLOPED CL'C. APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ( WRITTEN GUIDELINES. jA 9.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, u F L A NUNLESS NOTED OTHERWISE. wH° 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN C I ° 1/0" 1'-O* COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 04 18" OF(,�. 1" IFI Y WlTH 2013. CS-: SECTION R312 2X12 PTDF NIM �X— � s." — 2 /. _ It e%3%Eue%TluNl A 7 -XIS /4- LVL. ,gy m . _2XI2 DF.fl RAFTERS 0 24. OZ OPEN ROOF EAVES REQUIRE NONCOMBUSTIBLE OR IGNITION ESISTA T" MATERIALS SUCH AS FISmz-sIS�"A4, 7' PLY. OR FIRE RESISTANT OS3 P ACCORDANCE VATH 2013 CRC SECTION IOI 357.7.4 FLASH 0 ALL IOOF A! CONNECTION'S ISS O.C. 2X10 OF.2 LEDGER 12 2 /4 Cov. DECK 2S PlTDF DECK JOIST a 161, O.O. —/ 2X6 BARGE E0. 1 1 S /4" LV `CJI 7160 MAN. CNC JOI 24. O.C. BEDROOM JOISTS AT 16" O.C. BU' DRAWN BY: R. RUBANOF CHECKED, DATE: 7---15-16 SCALE: 1/4"=1'--0" U.N.O. JUB: POTTS E 600NTV DE ELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE BY/ Y SH"ET # 4 OF 8 �E'i' E C T I N BU' DRAWN BY: R. RUBANOF CHECKED, DATE: 7---15-16 SCALE: 1/4"=1'--0" U.N.O. JUB: POTTS E 600NTV DE ELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE BY/ Y SH"ET # 4 OF 8 r� 0 L17 N 0') L17 .. ry Y 0 _OV)w J 0 wI.- a- v M Z O 0 w i w C) w cfl o ry w -J U Q n w Q m iiC 'a� 01 CODE 00111M AN0E UREAU VERRAS HORTH AlvIERICA, IHC. BU' DRAWN BY: R. RUBANOF CHECKED, DATE: 7---15-16 SCALE: 1/4"=1'--0" U.N.O. JUB: POTTS E 600NTV DE ELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE BY/ Y SH"ET # 4 OF 8 C*J C= Piz A RESIDENCE FOR: LORI POTTS TIPSOO PEAK BERRYCR. M EEK CALIF. 95916 A.P. : 061-350-052 1ir 0 �0�0 C7 D t� -i -Dor- F, 2-\ z Zom 0 W co M co 0 0 co co > z z 00 C*J C= Piz A RESIDENCE FOR: LORI POTTS TIPSOO PEAK BERRYCR. M EEK CALIF. 95916 A.P. : 061-350-052 METAL ROOF 15%FLT 1 OSS RADIANT SARIMER NOT •• .. cREQUIRED RDANT SER � ALSO TO E INSTALLEDON �! :.. ; , , • ' _ . ;VERT11CAL, SURFACES & GABLE END WAUL 1 ..." 10 , ^. .. • • , .. , to • • - L Ll A.X. RISERS. \ y 11 MIN. TREADS:. . .t. R R"' I G H T ELE-'YATION INTERMEDIATE RAILS OR AN STUCCO EXTERIOR O/APPROVED Vt,171 BARRIER 0 3f SHUR PL A` ALL ELEVATIONS Nva! LXULLU I/O U I 14*XlB* SCREENED C,> VENT 1 2 / 2X6 MRGE 8D. r w ... ' . . .. • . ♦ t S f S- ['" '"da I PLY. SAWN 0 PORCH SOFFIT :. MSN } TED PLYWOOD WITH . • / D (0.113 x 2 3/8") NAJLS T °' O.C. CC €UEC, AND ,. 12" O.C. FIELD NAILING. LL jj , ., .... , s •., .. . , • .. , .. .. .., . t .. .. s. a i. •; • . . . , • :.'.. Lr) CV (3) V Y O O W V) QO w �- W ~ REAR ELEVATION M Z ww»+. w:...nn .�.a. .r..a wn unru�....w.evuamnea...uuonwuw.au.emL«wem .w nwa.un.x«ai.. ux. a..aa m.sw..m. .....w. ..___— — 02 O V) w W DRAWN BY: B. RUBANOFF CHECKED; DA -(E1 7-15-16 SCALE= JOB: PUTS PERMIT # i a BLr TE COI INTY DEVELOPMENT SERVICES R IEWED FOR COD COMPLIANCE PAT Lr) CV (3) V Y O O W V) QO w �- W ~ IZ Q U M Z 12 0 w 02 O V) w W O OM_ Li ~ U 0 >- < of rc of w Q m FEVILIN.P. FOR ODE COMPLIANCE L.,.V v ) 9-0116 EUREAU VEPKAIS NORTH ARIERICA, INC. DRAWN BY: B. RUBANOFF CHECKED; DA -(E1 7-15-16 SCALE= JOB: PUTS PERMIT # i a BLr TE COI INTY DEVELOPMENT SERVICES R IEWED FOR COD COMPLIANCE PAT � CT CLOTLHES DRYER NOTES CI1C. �.>1.2: EXHAUST DUCT SHALL HAVE Ax MAXIMUM DEVELOPED LENGTH OF 14' WITH A MAXIMUM OF TWO 00 DECREE ELBOWS; ,CH ADDITIONAL ELBOW DEDUCTS 2' OF ALLO AME LENGTH, E APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) ALL UST DUCTING FROM FANS AND DRYER SMALL. BE EQUIPPED A LISTED BACK DRAFT DAMPER AT OUTSIDE TERMINATION. A kVN. OF 100 SO, IN, CARSON OF KE AQP AIR IS REQ -1). DETECTOR 110 VOLT FOR TTE DRYER, & SMALL INTERCONNECTED BE PROVIDED IN THE DOOR WITH BATTERY BACK UP OR BY OTHER APPROVED ,,,,j -SMOKE DETECTOR 110 � MEANS. CMC 504.3.2 WITH BATTERY BACK UP o- ALL SMOKE DETECTORS WORK ON T1ttIIIS PROJECT SHALL CONFORM TO TIME ADOPTED EDITIONS BE INTERCONNECTED REFERENCE C& ENERGYCODE 150(K)5. -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING NOT TLWN ON AUTOMATICALLY OR HAvE AN ALWAys ON OPTION. AND SMOKE 0 .1- CI L C I D IN BEUROOMS As FLK CLC A4fifllGLL 210-12. 15/°20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 LUMINAIRES THAT ARE RECESSED INTO INSULATED CEILINGS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. E APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) LIGHTING MEASURES D ARE CERTIFIED AIR TIGHT TO ASM E283 AND LABELED AS _ ALL BRANCH CIRCUTS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, NIG ROODS, LIVING ROOMS, PARLORS AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. LiD I , DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, OR SIMILAR ROOMS/AREASSHAL BE PROTECTED A LI D COMBINATION E ARC --FAULT CIRCUT` I RU R LUMINAIRES PRO��IDIUG OUTDOOR LIGHTING AND PER Y Ln MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS - SPECIFY TAMPER PER RESIST T RECEPTACLES IM THE DWELLING. ..ING. ALL.. 125 -VOLT ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER - INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 HIGH EFFICIENCY LUMINAIRES RES O T BIER THAN OUTDOOR HID: FOR THIS PROJECT IT ONLY APLLIES TO REFIRING OR ADDITIONS. OCCUPANT SENSOR(S) WITH INTEGRAL PHOTO CONTROL o- CERTIFIED TO COMPLY WITH SECTION 119(D). WORK ON T1ttIIIS PROJECT SHALL CONFORM TO TIME ADOPTED EDITIONS 00U OF THE 2013 CALIF. ELECT. CODE NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH I CWDES CONTAIN ONLY HIGH EFFICIENCY P. OUTLINED IN TABLE PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING n O O CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SMALL BE INSTALLED ! EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CECSDO.IOOS to 130-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET. IL OJ w � U Iz FOR LAMPSELCTRONICU""ER 3FREQLlEN Ez. 'LEVEL 1-J in Q AND HAVE AN O S 20 D_ ELE' A I A L L Q 3 W HIGH EFFICIENCY LU I RES OUTDOOR HID. CONTAIN ONLY HIGH m Ent FOR "ODE COMPLUNCE. `l. .-.1,J 2 20116 BUREAU VEPURS HAWRTH EFFICIENCY LAMPS AS OUTLINED IN TABLE 150-C. LUMINAIRE HAS FIL� FACTORY INSTALLED IIID BALLAST. -------------------------------- PERMANTLY INSTALLED LUMINAIRES AIRIN KITCHENS S S E HIGH LECRICAL PLAN NOTES EFFICIENCY LUMINAIR . UP TO 50 OF THE WATTAGE, AS DETERMINED IN SEC. 130 C , OF PERMA Y INSTALLED 1. PERMANET FIRE ALL. SMOKE DETECTORS ON A DETECTEDCIRCUIT LUMINAIRES IN KITCHENS Y DE IN LUMINAJRES THAT ARE NOT THE FOLLOWING L1DF LINES LSTBE BALL PLUGS L 0" W E R LEVEL EL E C" T R I C"; A L F LAN HIGH EFFICIENCY LUMINAIRES, PROVIDED TTHESE LUMINAIRES E CONTROLLED BY SWITCHES TE FROM THOSE . _Y WALL R 2'-0" IN LENGTH SHALL HAW A RECEPTACLE -PLEADS SHALL DE AMAXIMUM OF 12 _O T CONTROLLING THE MICR' EFFICIENCY LUMINAIRES. -PLUGS SHALL BE 6* -O" OF EMD OF WALL OR OPENING " A MINIMUM UM OF ONE(1) HE LUMINAIRE IS TO BE INSTALLED -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL a IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS DE O.F.I. PROTECTED SHALL BE HE OR CONTROLLED OCCUPANCY SENSOR(S). -PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND U NDRY ROOMS REFERENCE C& ENERGYCODE 150(K)5. -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING NOT TLWN ON AUTOMATICALLY OR HAvE AN ALWAys ON OPTION. AND SMOKE 0 .1- CI L C I D IN BEUROOMS As FLK CLC A4fifllGLL 210-12. 15/°20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 LUMINAIRES THAT ARE RECESSED INTO INSULATED CEILINGS SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. E APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) D ARE CERTIFIED AIR TIGHT TO ASM E283 AND LABELED AS _ ALL BRANCH CIRCUTS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, NIG ROODS, LIVING ROOMS, PARLORS AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. LiD I , DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, OR SIMILAR ROOMS/AREASSHAL BE PROTECTED A LI D COMBINATION E ARC --FAULT CIRCUT` I RU R LUMINAIRES PRO��IDIUG OUTDOOR LIGHTING AND PER Y Ln MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS - SPECIFY TAMPER PER RESIST T RECEPTACLES IM THE DWELLING. ..ING. ALL.. 125 -VOLT ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER - INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 OR OTTER ARTICLE 680 LOCATIONS) OR ARE CONTROLLED BY FOR THIS PROJECT IT ONLY APLLIES TO REFIRING OR ADDITIONS. OCCUPANT SENSOR(S) WITH INTEGRAL PHOTO CONTROL o- CERTIFIED TO COMPLY WITH SECTION 119(D). WORK ON T1ttIIIS PROJECT SHALL CONFORM TO TIME ADOPTED EDITIONS 00U OF THE 2013 CALIF. ELECT. CODE NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH I CWDES PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING n O O CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SMALL BE INSTALLED ! EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CECSDO.IOOS I DRAWN i BY: B. ICU BANOFF CHECKED, DATE: 7-15-16 SCALE: 1/4"=1'-O" U.N.O. JOB: POTTS PERM T # f B E COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATF_ SF7 OF 8 Ln N (T) Ln .. ry O O Q�-�- O o- a 00U Z n O O W ! w to IL OJ w � U Iz Q ry D_ Q W m Ent FOR "ODE COMPLUNCE. `l. .-.1,J 2 20116 BUREAU VEPURS HAWRTH AMERICA,1110. DRAWN i BY: B. ICU BANOFF CHECKED, DATE: 7-15-16 SCALE: 1/4"=1'-O" U.N.O. JOB: POTTS PERM T # f B E COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATF_ SF7 OF 8 va m�z omo r OO -�amm -� rl r00 tc' Z C MoK CD U)GE m 0 -r, 00 T. A RESIDENCE FOR: LORI POTTS ' TIPSOO PEAK BERRY CREEK CALIF. 95916 A.P.#: 061 -350-052 rz� V V FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY GENERAL STRUCTURAL NOTES ACCEPTABLE ALTERNATIVE. LUW O oC THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE WU INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR Z LU Q�pFESSlpyq W - m 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS "" K P BOLT SPECIFICATIONS. AB A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, 01�No. 75688x`' H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ADJ ADDITIONAL ADJACENT L LLH ANGLE LONG LEG HORIZ. V / METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT OUNTYDEV LOPMENTSERVICE REVIEWED FOR s E = 2,000,000 PSI AND FV = 285 PSI MIN., AND SHALL COMPLY WITH ASTM D5456. COMPLIANCE PER PLANS AND DETAILS. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE DIVISIONS I, II, III, AND IV U.N.O.: * E . 6/ 0/18 6-6 CONNECTIONS: Al PC#111/09/16 ARCH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: LONGITUDINAL EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: `rc' V 1 i BLDG INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" LONG SLOTTED HOLEBLKG p��\P A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BM REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.671, S1= 0.256 OF CAS OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" MAXIMUM TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D 11/09/16 BOTT (B) BOTTOM DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: E.) SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.565, SDI = 0.322, Cs = 0.09 SEISMIC DESIGN CATEGORY: D THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE BTF BEAT TO FIT WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR A) - ASSUMED MAXIMUM SOIL BEARING - 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS ATTACHED STRUCTURAL WASHERS WHERE BEARING AGAINST WOOD. BTWN C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 10.1 KIPS CALCULATIONS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 CB CARRIAGE BOLTS MIN CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE 1. STUDS SHALL BE STUD GRADE OR BETTER. ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CCJ CONTROL JOINT MISC. MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER SPLICE IS INTERRUPTED USE ST6224 STRAP U.N.O. C) WIND: BEFORE CLOSING IN OR AT COMPLETION OF JOB. CIP CAST -IN-PLACE CONCRETE MTL STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. WIND SPEED: 110 MPH WIND EXPOSURE: C CJ CONSTRUCTION JOINT D} IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED,/J 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CLR CLEAR NS THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: CMU CONCRETE MASONRY UNITS NSA CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). ROOF 20 PSF REDUCIBLE (38.5 PSF SNOW) FRAMING COL COLUMN NTS NOT TO SCALE 6-1 MATERIALS: ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ICC REPORT. 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. FLOOR 40 PSF CONC CONCRETE E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER 1 E) DEAD LOADS: CONN CONNECTION PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 1. ROOF SHEATHING: SEE PLANS HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). F.) ROOF 18 PSF 8-1 CUT AND STACKED ROOF FRAMING: CONSTR CONSTRUCTION OH 2. FLOOR SHEATHING: SEE PLANS D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS,CONT EXT. WALL 18 PSF A.) CUT AND STACKED ROOF SYSTEMS F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE INT. WALL 6 PSF 383 Rio Lindo Ave. SHALL BE BUILT TO THE CONVENTIONAL FRAMING CONTR CONTRACTOR RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. G.) FLOOR 15 PSF Suite 20 0 Chico, 00 95926 REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, CP G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORD F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN A R R R E \/ I AT (O N S P. 530.592.4407 SummitChico.com INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT CTR OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE STOVE, ETCETERA. SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS `DE FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY ANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME ACCEPTABLE ALTERNATIVE. LUW O oC THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE WU INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR Z LU W - m 1 ry W D CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. v1 O BOLT SPECIFICATIONS. AB ANCHOR BOLT K KIPS H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER 1ADDT C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3,100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ADJ ADDITIONAL ADJACENT L LLH ANGLE LONG LEG HORIZ. V / METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT OUNTYDEV LOPMENTSERVICE REVIEWED FOR s E = 2,000,000 PSI AND FV = 285 PSI MIN., AND SHALL COMPLY WITH ASTM D5456. COMPLIANCE PER PLANS AND DETAILS. ALT ALTERNATE LLV LONG LEG VERT. 02 2LI16 CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE . D) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: Al PC#111/09/16 ARCH ARCHITECTURAL LONG LONGITUDINAL FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH BLDG BUILDING LSL LONG SLOTTED HOLEBLKG ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BM BLOCKING BEAM LVL LAMINATED VENEER LUMBER WHERE REQUIRED. MAX MAXIMUM 2. SITE WORK / FOUNDATIONS BOTT (B) BOTTOM MB MACHINE BOLTS E.) FRAMING LUMBER: ALL FRAMING B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE BTF BEAT TO FIT MECH MECHANICAL A) - ASSUMED MAXIMUM SOIL BEARING - 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. BTWN BETWEEN MFR MANUFACTURER W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19/0, U.N.O. PROVIDED). CB CARRIAGE BOLTS MIN MINIMUM 1. STUDS SHALL BE STUD GRADE OR BETTER. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CCJ CONTROL JOINT MISC. MISCELLANEOUS B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER 2. ALL POSTS SHALL BE DF -L #1 U.N.O. BEFORE CLOSING IN OR AT COMPLETION OF JOB. CIP CAST -IN-PLACE CONCRETE MTL METAL HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. CJ CONSTRUCTION JOINT (N) NEW MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CLR CLEAR NS NEAR SIDE 5. CONCEALED BEAMS SHALL BE DF -L #2. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 8. ROOF FRAMING COL COLUMN NTS NOT TO SCALE ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. CONC CONCRETE OC ON CENTER THE CONSTRUCTION OF THE FOUNDATIONS. - CONN CONNECTION OD OUTSIDE DIAMETER F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" 8-1 CUT AND STACKED ROOF FRAMING: CONSTR CONSTRUCTION OH OPPOSITE HAND D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS,CONT OF FOUNDATION, NAILS SHALL BE GALVANIZED. A.) CUT AND STACKED ROOF SYSTEMS CONTINUOUS G OPENING AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW SHALL BE BUILT TO THE CONVENTIONAL FRAMING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT CTR CENTER PERP PERPENDICULAR E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL PROVIDED NEW AND WITHOUT EXCESSIVE RUST. ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. CTSK COUNTERSINK PL PLATE F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED DBL DF DOUBLE DOUGLAS FIR PLWD PLCS PLYWOOD PLACES 5% AWAY FROM ALL EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, DIA DIAMETER PT PRESSURE TREATED G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, DJ DOUBLE JOIST P/C PRECAST CONCRETE BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS EA EACH P/T POST -TENSIONED kH) FILL MATERIAL SUPPORTING FOUNDATIONS, IF REQUIRED, SHALL COMPLY WITH AN APPROVED CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION EF EL EACH FACE ELEVATION (DATUM) REINF REINFORCEMENT GEOTECHNICAL REPORT. "I" CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. ELEV ELEVATION (VIEW) OR ELEVATOR REQ'D SC REQUIRED SLIP CRITICAL 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 1.) MANUFACTURED JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 EN EDGE NAILING SEOR STRUCTURAL ENGINEER OFEQ TO DRAIN TO DAYLIGHT. UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER ES EQUAL EACH SIDE SHTG RECORD J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE (E) EXISTING SIM SHEATHING SIMILAR APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS LEDGERS ARE USED (SUCH AS DECK LEDGERS). EXP EXPANSION SOG SLAB -ON -GRADE ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO 6-2 GENERAL FRAMING: EXT EXTERIOR STD STANDARD SECTION 1808 OF THE 2013 CBC. EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. FIN FINISH SQ SQUARE 3. CONCRETE / REINFORCING B.) LARGER MEMBERS: ALL FRAMING MEMBERS FJ FLOOR JOIST SS STAINLESS STEEL SPECIFIED IN THESE CALCULATIONS ARE FLR FLOOR SWS SHEAR WALL SCHEDULE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI U.N.O. (DESIGN BASED ON MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. FNDN FOUNDATION SYM SYMMETRICAL 2,500 PSI). FOHC FREE OF HEART CENTER T&B TOP & BOTTOM C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FS FAR SIDE TOC TOP -OF -CONCRETE PERMIT# TYPE III LOW ALKALI. FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FTG FOOTING TOF TOP -OF -FOOTING BUTTE FRAMING FROM THE EFFECTS OF SHRINKAGE. GA GAUGE TOS TOP -OF -STEEL D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED GALV GLB GALVANIZED GLUE -LAM BEAM TOW TN TOP -OF -WALL C TOE NAIL DATE IF TEST DATA IS OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. HDG HOT DIPPED GALVANIZED TYP o1- TYPICAL UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A HDR HEADER MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. 6-3 BEAM FRAMING: HGR HANGER LINO UNLESS NOTED OTHERWISE (SIMPSON) VERT VERTICAL E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS HORIZ ID HORIZONTAL INSIDE DIAMETER WP WWF WORKPOINT WELDED WIRE FABRIC LATEST EDITION OF THE ACI 318. SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. INT INTERIOR W/ WITH F) MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #4 BARS AT 24" O.C. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL JST JT JOIST JOINT W/0 WITHOUT EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE B 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE STOVE, ETCETERA. SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS `DE I C i 3 Q W LUW O oC WU U Z LU W - m 1 ry W D v1 O 0 i inL Q O I N V / OUNTYDEV LOPMENTSERVICE REVIEWED FOR s COMPLIANCE By gtiF 02 2LI16 EAU VERITAS MEN WIERICA, IS(C. REVISIONS: Al PC#111/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU410TF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. WALL CONTINUES WHERE OCCURS PER PLAN ,. ,. I (5) 16d ++++I+ + +1 + + DBL 2X TOP PLATE PER DETAIL BELOW - 214"5 S1126 STRAP, U.N.O., _ CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES 1/2- MIN' 1/2- MIN RIM BELOW PER PLAN - SOLE PLATE NAIL SPACING PER SHEAR IA/ A I 1 e1^1 Irf11 11 r SOLE PLATE NAIL PER SHEAR WALL SCHEDULE, TYP BOTTOM PLATE PER PLAN AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL f I I 7" MIN PLATE WASHER U3" X 3" X .229", TYP r� MASA/MASAP ANCHOR OPTION PER NOTE 4 \\-1/2" DIA AB WITH 2" HOOK, TYP VFNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. " r 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. MAX STUD SPACING I I I I ACTUAL 25% 40% 40% 60% 4" 3 1/209 7/8" O I I 6" 5 1/2" 1 3/8" 1 2 3/16" 2 3/16" 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4 MAY (' USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NU AILING 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. STUD DIRECTLY �SHFAR WAL DBL 2X 11H I 11 11 " 8d ®6 O.C. PLY AND NAILING I I I I I COMPRESSION 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1 /2" LENGTH UNDER SPLICE, TYP. , TOP PLATE POST AS REQ'D PER HD SCHED. FRAMING PER PER PLAN 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF 10d=0.148" DIA. X 3" LENGTH, II II II II II II I A35 AT 1�-8p O.C. I°I I 1 PLAN WHERE I H.D. I I° ANCHOR BOLTS. 10d X 1 1 /2"=0.148" DIA. X 1 1/2- LENGTH5.) INTERSECTING WALL OR CORNER WHERE OCCURS- - - ii II II II ll II -°�-- .II----.--�-! OCCURS ii 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION TYPICAL TOP PLATE SPLICE SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 4 A" I AT SHEAR WALLS, PLATE ,WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE FACE OF SHEATHING. APPROPRIATE FOR. CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE Fi2 TYPICAL TOP PLATE SPLICE DETAIL F 9 TYPICAL RIM/BLOCK NAILING DETAIL F6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE �Dl NO SCALE S D 1 NO SCALE �Dl NO SCALE SD TOP PLATE PER 9/SD1 _. .. 2 1/2" MAX DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE " 2 8 -�`--5 1/2" MAX1 PERMITTED IN THIS REGION AND BORING GION A Ls/3 Ls 4 3 A 8" B F N B C PROVIDE SIMPSON RPs22 STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E FLOORISED �MILI-POST �E STRAP AT EACH PLATE, TOP PLATE F BLOCKII 0 CURS (2) MIN PER NOTCHY r PER 9/SD1 ISI I ( 1 1/2" WALL FRAMING I I MAX, TYP. PER PLAN, TYP PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 11 SDI SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS- t PARTIAL PLAN EAR PLY AND 114nILI114G PER PLAN TYPICAL CORNER HOLDOWN DETAIL 10 NO SCALE SD1 STUD WIDTH MAX STUD SPACING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/209 7/8" O 1101O 2 1/16- /16"6" 6" 5 1/2" 1 3/8" 1 2 3/16" 2 3/16" 1 3 1/4- 'SOLE PLATE AILING 11 11 11 WALL SCHED. �SHFAR WAL T U7N.. 11H I 11 11 " 8d ®6 O.C. EDGES, TYP. I I I I I I COMPRESSION •' on II I I I SHEAR PLY PER SHEAR POST AS REQ'D PER HD SCHED. 3 A 8" B F N B C PROVIDE SIMPSON RPs22 STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD E FLOORISED �MILI-POST �E STRAP AT EACH PLATE, TOP PLATE F BLOCKII 0 CURS (2) MIN PER NOTCHY r PER 9/SD1 ISI I ( 1 1/2" WALL FRAMING I I MAX, TYP. PER PLAN, TYP PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 11 SDI SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS- t PARTIAL PLAN EAR PLY AND 114nILI114G PER PLAN TYPICAL CORNER HOLDOWN DETAIL 10 NO SCALE SD1 STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/209 7/8" 1 3/8" 1 3/8" 2 1/16- /16"6" 6" 5 1/2" 1 3/8" 1 2 3/16" 2 3/16" 1 3 1/4- NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. 011, 37�Dl OR ION r.m-.,m 7. 11 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMER/S PER SCHEDULE © KING STUDS PER SCHEDULE 0) A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, , AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) (1) UP TO 6'-0" (2) (1) UP TO 10'-0" (2) (2) UP TO 18'-0" (2) (3) LDOWN SCHEDULE (*SEE ALL NOTES BELOW*) HOLDOWN MODEL NUMBER CE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTE: SEE 8/SD1 FOR 2•) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. TYPICAL STUD PENETRATIONS, AND SEE 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 11 /SD1 FOR TYPICAL TOP PLATE NOTCHES. - TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE S D 1 NO SCALE S D 1 NO SCALE S D 1 CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 9/SD1 LAPPED CORNERS, TYP LAN PLY AT 'G/SILL AS Lw STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. PROVIDE SHEAR WALL SCHEDULE - 3/811 THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) PANELS MUDSILL THICKNESS MFR., 1/8 PANEL EDGE BLOCK GAP BETWEEN II REQ'D. BY I AT ALL PLY AT AND 1/2- DIAMETER 'G/HDR II I 16" MAX I SPACING PLY 'SOLE PLATE AILING FASTENING WALL SCHED. �SHFAR WAL LAN PLY AT 'G/SILL AS Lw STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. N SHEAR WALL SCHEDULE - 3/811 THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) ----ri---i-F-- MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD GAP BETWEEN II REQ'D. BY I (°I 1°I 11 I I I I II F.N. PER SHEAR WALL SCHED. AND 1/2- DIAMETER " MIN. II I A35 AND RBC I I I I I I I E.N. PER SHEAR AND SPACING AND SPACING AND SPACING WALL SCHED. (PLF) AS REQ'D. I I'I 11 I 11 11 " 8d ®6 O.C. EDGES, TYP. I I I I I I COMPRESSION I - II I I I SHEAR PLY PER SHEAR POST AS REQ'D PER HD SCHED. ( WALL SCHED. � I 2X MUDSILL I STUD °I II I I II II II II II II I A35 AT 1�-8p O.C. I°I I 1 I I I I II II I H.D. I I° PER II I L SCHED. I°I I 4=5°=TT 1 I I°I L1 1� LI II T_ -TI 1=• =r= I PER SCHED � II i =1 ii II II II ll II -°�-- .II----.--�-! II ii i ii --I SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 4 A" I PERMIT 6-11 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE SHEAR WALL LEGEND Lw STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. N SHEAR WALL SCHEDULE - 3/811 THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* ALLOW. WALL AND 1/2- DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 6 2X MUDSILL " 12d ®7 O.C. " 8d ®6 O.C. " 8d ®12 O.C. A35 AT 2'-8" O.C. 260 AB 0 V-9" O.C, RBC AT V-8" O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1�-8p O.C. 350 4* AB ®2 9 O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: ' 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. PANELS FOUNDATION PER PLANL A 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION MIN. APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. - - NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OPENING STRAPPING DETAIL TYP SHEAR WALL ELEVATION F 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE �Dl NO SCALE S D 1 NO SCALE S D 1 ....... . ... ....... oQ VESS/0/v K. CCD --A Z ANO. 75688' * E . 6/ 0/18 gTFOF CAL\F 0� 11/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS F Jl' 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w Q 0 U 1 L1J Lu DC LU z� DLU L 0 m LU U �Q cn O :D N O LU O O Q U ts'IIIM'Mv FOR CODE COMPLIANCE AREM VERITAS KOH MIERIGA,1M. REVISIONS: Q PC#1 11/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: SD1 FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING- LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") F1.5 WESSIoN K. (w --A Z' �No. 75688F� *1 E 6/ 0/18 �gTFOF CAUFO��\ 11/09/16 THESE (PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 3 - 3" X 0.131" NAILS TOE NAIL 2'-0" 2'-0" 3 - 3" 14 GA. STAPLES F2.5 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") F3 3'-0" 3'-0" 2 - 3" X 0.131" NAILS TOE NAIL EACH END 3'-6" 3'-6" 2 - 3" 14 GA. STAPLES REPORT (WHERE APPLICABLE) 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 36 31 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL #6 3" 14 GA. STAPLES AT 12" O.C. 48 SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 33 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 81 70 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 1 54 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") #8 93 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL / 3 - 3" 14 GA. STAPLES AT 12" O.C. 71 62 2 - 16d COMMON (3 1/2" X 0.162") END NAIL #9 3 - 3" X 0.131" NAILS 90 81 3 - 3" 14 GA. STAPLES WHERE OCCURS, TYP 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. • 57 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 100 3" 14 GA. STAPLE AT 8" O.C. / 12 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 1 77 69 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 383 Rio Lindo Ave. 3" 14 GA. STAPLE AT 12" O.C. 99 DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") 98 85 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES Chico, CA 95926 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") DETAIL 6 5 - 3" X 0.131" NAILS TOE NAIL 3 5 - 3" 14 GA. STAPLES I 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 900 HOOK -�` 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES BAR 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131'") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131"') FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. #3, 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 321" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND CONT. REINF, (TOP 3 - 3" X 0.131" NAILS AT EACH SPLICE STIRRUPS AN D TI ES 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") (60) BAR o_ 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") DIAMETERS -0,101 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL N 3 - 3" X 0.131" NAILS ° 90 HOOK 2 1 /2 MI 3 - 3" 14 GA. STAPLES W LU 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES � U 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS o v 3 - 3" 14 GA. STAPLES `1800 HOOK 29. JOIST TO BAND _JOIST. " 3 _ 16d COMMON (3 1/2" X-0.162 ) 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES BAR SIZE INSIDE DIAMETER 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") z 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARDb 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" 8d° 1 1/8" TO 1 1/4" 10d' OR Sd' TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d• 1 1/8- TO 1 1/4- 1 Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") HOOKS AND BENDS No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4dl 3/8" 6d` a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 Inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. In. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE Fi10 NO SCALE LS D 2 c E 1 MAXIMUM SLOPE BETWEEN FOOTING SCHEDULE 3000 'DOTING TYPE ALL LAPS (60) BAR DIAMETERS, U.N.O. THICKNESS, U.N.O. F1.5 WESSIoN K. (w --A Z' �No. 75688F� *1 E 6/ 0/18 �gTFOF CAUFO��\ 11/09/16 THESE (PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 12" F2 2'-0" 2'-0" ADJACENT FOOTINGS SEE SOILS F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" REPORT (WHERE APPLICABLE) 4'-0" 4'-0" 12" 25 • 20 #5 46 40 36 FOR ADDITIONAL INFORMATION 05LAP LENGTHS INDICATED ARE IN INCHES. 36 31 28 25 #6 56 48 43 AND VERIFICATION 43 37 33 30 #7 81 70 63 57 62 1 54 48 44 #8 93 I 72 / FOOTING PER PLAN 71 62 55 50 #9 17 , 90 81 12 WHERE OCCURS, TYP 80 69 • 57 #10 116 100 90 / 12 89 1 77 69 #4 MIN TYPICAL U.N.O 383 Rio Lindo Ave. 1 110 99 90 98 85 1 76 69 Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com TICAL ADJACENT FOOTING DETAIL 6 TYPICAL CONCRETE STEM/FTG REBAR PLAN 3 I .LE �D2 NO SCALE SD2 900 HOOK -�` 1_-__1350 HOOK " -D- "D" D TYP. /1 L BAR SIZE INSIDE DIAMETER "D" �` Q #3, #4, #5 4d #6, #7, #8 6d CONT. REINF, (TOP AND BOTT)� STIRRUPS AN D TI ES � Q LAP (60) BAR o_ U W= 2 X D3 DIAMETERS -0,101 4d 3'-0" MIN. N ° 90 HOOK 2 1 /2 MI W LU D � U � o v `1800 HOOK w ryo U BAR SIZE INSIDE DIAMETER "D" z #3, # 7 #8 # 4, 5, 6, LU La.J LU #9 #10 #11 8d Q CO #14, #18 10d LARGER of D1 OR HOOKS AND BENDS w D D2 MINIMUM SEE LAP SCHEDULE FOR U Q 3" MIN. CLEAR CONCRETE OR NOTES FOR MASONRY GENERALLn 0 � � � LAP (60) BAR �- I DIAMETERS CONT. REINF, (TOP AND BOTT) Q Q LU 6 OFFSET AND SPLICES 0 ' (CAL STEPPED FOOTING ELEVATION 5 TYPICAL REBAR BENDING DETAIL 2 J � ,LE SD2 NO SCALE SD2J < �- TOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING DTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. THICKNESS • 0 0 • 3" CLRRt �`-- A 3" CLR6" O.C., TYPN 3" CLR REINFORCE WITH #4 TYPE PER PLAN AT 6" O.C. E.W. 'ICAL SPREAD FOOTING SCHEDULE LE BAR FOOTING SCHEDULE 3000 'DOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" 'ICAL SPREAD FOOTING SCHEDULE LE BAR CONCRETE STRENGTH F'c = PSI 3000 4000 5000 6000 SIZE #3 28 24 22 20 21 18 17 16 #4 37 32 29 26 28 25 22 20 #5 46 40 36 33 05LAP LENGTHS INDICATED ARE IN INCHES. 36 31 28 25 #6 56 48 43 39 43 37 33 30 #7 81 70 63 57 62 1 54 48 44 #8 93 80 72 65 71 62 55 50 #9 104 90 81 74 80 69 62 57 #10 116 100 90 82 89 1 77 69 63 #11 127 1 110 99 90 98 85 1 76 69 TOP BARS 2 OTHER BARS RD- RE CD rOR CODE COMPLIANCE yv J? 20116 OUREAO VERITAS KORTH AMERICA, ICC. I i PERMIT # - REVISIONS: BUTTE COUNTY EVELOPMENT SER j REVIEWED FOR 0 PC#1 11/09/16 CODE COMPLIANCE NOTES IAT -' -- - - - ��- BY , Q INCREASE LAP LENGTHS 30% FOR LIGHT WEIGHT CONCRETE (115 PCF MAX) AND 33% AT 4 BAR BUNDLES. 02 TOP BARS ARE HORIZ. BARS WITH MORE THAN 12" OF WET CONCRETE PLACED BELOW. 03 MINIMUM CLEAR COVER > dB AND MINIMUM CLEAR SPACING > 2dB. INCREASE LAP LENGTHS DATE: 10/06/16 50% IF MINIMUMS NOT SATISFIED. ("dB" = BAR DIAMETER) SCALE: NTS ® CLASS B SPLICE SHALL BE USED LINO. CLASS A SPLICE = 77% OF CLASS B SPLICE AND MAY BE USED WHERE SPECIFICALLY NOTED IN PLANS AND DETAILS DRAWN BY: RKB JOB NUMBER: 16-302 05LAP LENGTHS INDICATED ARE IN INCHES. I SHEET: F4 TYPICAL REBAR LAP SCHEDULE CLASS B 1 NO SCALE S D 2 L�D2 �D2 WATERPROOFING AND DRAINAGE BY OTHERS ROOF PLY AND NAILING PER PLAN E.N. 2X BLOCK AT 48" O.C. TYP. 2X SOLID BLOCKS 16d AT 8 O.C. INTO 2X SOLID BLOCKING CONT. 2X6 LEDGER MIN., WALL FRAMING PER PLAN SLOPED AT RAFTER ' PLANE WITH (3) 16d PER WALL STUD SHEAR PER PLAN- NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL ( 12 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN E.N. E.N. PLY AT E.N .'- OUTLOOKER AND AT BLOCK RAFTER PER PLAN, TYP ---�(3) 16d TO BLOCK, TYP E.N \2X BLOCK AT EACH OUTLOOKER DBL TOP PLATE \A35 CLIP PER SHEAR WALL SCHEDULE, PER 9/SD1 OTHERWISE 4'-0" O.C., TYP. H2.5T BLOCK TO TOP PLYWOOD AND PLATE, TYP EACH BLOCK NAILING PER PLAN BALLOON FRAME WALL PER PLAN 11 TYPICAL GABLE END DETAIL NO SCALE SD3 NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. RIM JOIST DBL DECK JOIST 2X LEDGER DECK JOIST PER PLAN 2X BLOCK AT HD —E.N. PLY ALONG TIE -BACK JOIST HDU2 HORIZ, TYP AT TIE -BACK JOIST WITH 5/8" DIA. THREADED ROD I FLOOR JOIST PER PLAN, TYP TYPICAL DECK TIE -BACK DETAIL 10 NO SCALE Q�OFK. ESSID,y9 I O l ' co NOTE: CONTRACTOR TO V FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDIING � No. 75688 DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. FLOOR PLY AND FLOOR JOISTS PER PLAN LAP ik E c 6/ ��$ NAILING PER PLAN 6 ON CENTERLINE OF GIRDER sTgT 1 V 1� SOLID BLOCK WITH (4) 16d CLINCHED FOF CAO PT DF SILL AND I ABPER 3/SD1_.................... ....... .._....... _...................... _._.............................. . .. :.................... ........ . ................ THESE PLANS HA09/1N REVIEWED ALL FRAMING PER PLAN ....................................... _..... _...__._..._.......... _._............. .__..........._ ..... T *_.........._..... .... _.._........................ . ........... .......... FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL GIRDER PER PLAN WITH CALCULATIONS i 1 3/4" LVL RIM E.N., 2X6 DECKING BY ---W SHEAR TO MATCH WALL ABOVE, BC POST CAP AT POSTS (3) 8d TOENAILS PER FJ TYP OTHERS WITH (2) TYPE "6" MIN PER SWS, TYP FJ PER PLAN OR BLOCK SCREWS AT ENTIRE CRIPPLE WALL AT 24" O.C. AT EACH DECK JOIST 4X6 PT DF POST z PARALLEL FJ CONDITION. z E.N. 2" MIN. BEARING, TYP M 1 00 P.T. DECK JOIST PER PLAN W/ LUS HGR. 6 MIN. AT (1) STORY, 8" MIN. PBS POST BASE 8" MIN AT (2) STORY CENTERED OVER FOOTING 2X BLOCK - — — 2X PT LEDGER CONT. #4 AT 24" O.C. VERT�—�l i oWITH (3) 1/4" DIA. #4 AT 18" O.C. HOR, I I - N N - I—) I I— I— 12" MIN AND MIN. _ I SDS SCREWS AT 12" WHERE STEM WALL ! _I I_I I I_ ' FROST DEPTH CRIPPLE WALL O.C. WITH 3 1/2" HEIGHT > V-6" ( " V _ I I—, REQUIREMENT FROM PER PLAN EMBED - II BLDG DEPARTMENT ------------.� N °0 3" CLR. 383 Rio Lindo Ave. I 3" CLR.J�, Suite 200 PER PLAN Chico, CA 95926 NOTES: 12" 1 STORY #4 CONT. TOP AND BOTT. 15" (2) STORY REINfl PER PLAN P. 530.592.4407 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. SPREAD FOOTING PER]NOTE: SummitChico.com 2,) GUARDRAIL BY OTHERS. PLAN WHERE OCCURS CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. TYPICAL DECK ' DETAILS 9 TYPICAL INTERIOR FNDN DETAIL 6 TYPICAL INTERIOR FOUNDATION 3 NO SCALE SD3. NO SCALE �D3 NO SCALE SD3 NOTE: CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING - � y WALL FRAMING PER PLAN, TYP WATERPROOFING AND DRAINAGE BY OTHERS ROOF PLY AND NAILING PER PLAN E.N. 2X BLOCK AT 48" O.C. TYP. 2X SOLID BLOCKS 16d AT 8 O.C. INTO 2X SOLID BLOCKING CONT. 2X6 LEDGER MIN., WALL FRAMING PER PLAN SLOPED AT RAFTER ' PLANE WITH (3) 16d PER WALL STUD SHEAR PER PLAN- NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL ( 12 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN E.N. E.N. PLY AT E.N .'- OUTLOOKER AND AT BLOCK RAFTER PER PLAN, TYP ---�(3) 16d TO BLOCK, TYP E.N \2X BLOCK AT EACH OUTLOOKER DBL TOP PLATE \A35 CLIP PER SHEAR WALL SCHEDULE, PER 9/SD1 OTHERWISE 4'-0" O.C., TYP. H2.5T BLOCK TO TOP PLYWOOD AND PLATE, TYP EACH BLOCK NAILING PER PLAN BALLOON FRAME WALL PER PLAN 11 TYPICAL GABLE END DETAIL NO SCALE SD3 NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. RIM JOIST DBL DECK JOIST 2X LEDGER DECK JOIST PER PLAN 2X BLOCK AT HD —E.N. PLY ALONG TIE -BACK JOIST HDU2 HORIZ, TYP AT TIE -BACK JOIST WITH 5/8" DIA. THREADED ROD I FLOOR JOIST PER PLAN, TYP TYPICAL DECK TIE -BACK DETAIL 10 NO SCALE Q�OFK. ESSID,y9 I O l ' co NOTE: CONTRACTOR TO V FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDIING � No. 75688 DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. FLOOR PLY AND FLOOR JOISTS PER PLAN LAP ik E c 6/ ��$ NAILING PER PLAN 6 ON CENTERLINE OF GIRDER sTgT 1 V 1� SOLID BLOCK WITH (4) 16d CLINCHED FOF CAO PT DF SILL AND I ABPER 3/SD1_.................... ....... .._....... _...................... _._.............................. . .. :.................... ........ . ................ THESE PLANS HA09/1N REVIEWED ALL FRAMING PER PLAN ....................................... _..... _...__._..._.......... _._............. .__..........._ ..... T *_.........._..... .... _.._........................ . ........... .......... FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL GIRDER PER PLAN WITH CALCULATIONS i 1 3/4" LVL RIM E.N., 2X6 DECKING BY ---W SHEAR TO MATCH WALL ABOVE, BC POST CAP AT POSTS (3) 8d TOENAILS PER FJ TYP OTHERS WITH (2) TYPE "6" MIN PER SWS, TYP FJ PER PLAN OR BLOCK SCREWS AT ENTIRE CRIPPLE WALL AT 24" O.C. AT EACH DECK JOIST 4X6 PT DF POST z PARALLEL FJ CONDITION. z E.N. 2" MIN. BEARING, TYP M 1 00 P.T. DECK JOIST PER PLAN W/ LUS HGR. 6 MIN. AT (1) STORY, 8" MIN. PBS POST BASE 8" MIN AT (2) STORY CENTERED OVER FOOTING 2X BLOCK - — — 2X PT LEDGER CONT. #4 AT 24" O.C. VERT�—�l i oWITH (3) 1/4" DIA. #4 AT 18" O.C. HOR, I I - N N - I—) I I— I— 12" MIN AND MIN. _ I SDS SCREWS AT 12" WHERE STEM WALL ! _I I_I I I_ ' FROST DEPTH CRIPPLE WALL O.C. WITH 3 1/2" HEIGHT > V-6" ( " V _ I I—, REQUIREMENT FROM PER PLAN EMBED - II BLDG DEPARTMENT ------------.� N °0 3" CLR. 383 Rio Lindo Ave. I 3" CLR.J�, Suite 200 PER PLAN Chico, CA 95926 NOTES: 12" 1 STORY #4 CONT. TOP AND BOTT. 15" (2) STORY REINfl PER PLAN P. 530.592.4407 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. SPREAD FOOTING PER]NOTE: SummitChico.com 2,) GUARDRAIL BY OTHERS. PLAN WHERE OCCURS CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. TYPICAL DECK ' DETAILS 9 TYPICAL INTERIOR FNDN DETAIL 6 TYPICAL INTERIOR FOUNDATION 3 NO SCALE SD3. NO SCALE �D3 NO SCALE SD3 NOTE: CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING - HOLD DOWN WHERE OCCURS PER WALL FRAMING PER PLAN, TYP WALL SCHEDULE NTS STEMWALL DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. STEMWALL WIDTH PLAN WITH A307 THREADED ROD "D„' HORIZ. REINF.* VERT. REINF. UP TO 3'- 0 6" (8 TO MATCH SSTB DIA. AND SIMPSON 1 -0" 6 #4 AT 15 O.C. #4 AT 24 O.C. 2X DECKING BY OTHERS WITH (2) CNW AT THREADED ROD SPLICES 6" (8" AT 2 -STORY) V-9" 12" #4 AT 15" O.C. AND CONN. TO FNDN. ANCHOR Tr; UP TO 5'-0" 6" (8" AT 2 -STORY) SCREWS AT EACH DECK JOIST\ 2X RIM WITH (3) 16d EA. JOIST 15" #4 AT 15" O.C. #4 AT 24" O.C. ` DECK JOIST PER PLAN OR SOLID SHEAR PER PLAN - FLOOR PLY AND NAILING BLOCK AT 24" O.0 AT PARALLEL NOTE: WEATHER TREATMENT SOLE NAILING PER 6/SD1 - PER PLAN. EDGE NAIL PLY AT BLOCKS JOIST CONDITION WITH (3) 8d AND CORROSION I TOENAILS TO TOP PLATE, TYP PROTECTION BY OTHERS. E.N. � 'I FJ PER PLAN OR BLOCK AT 24" O.C. AT PARALLEL FJ CONDITION. E.N. 1 3/4" LVL CONT. RI 2" MIN. BEARING, TYP A35 CLIP AT 2'-8" O.C. `� � Q PROVIDE GAP BETWEEN PANELS E.N i ��\ BLOCK SOLID AT POSTS, U PT WALL FRAMING PER PLAN - --SHEAR TO MATCH WALL ABOVE AS REQ'D. BY MFR., 1/8" MIN.--------_ I MULTIPLE STUDS, AND HOLDOWNS WITH PT SHEATHING, TYPE 6 A35 CLIP PER SHEAR WALL SCHED. 1 MIN PER SWS, TYP ENTIRE WALL 8d T.N. AT 6" O.C. WHERE NO WALL SHEETING OCCURS " OTHERWISE 4 -0 O.C.00, TYP. W 8d TOENAIL PER F.J. P.T. DF SILL PER 3/SD1 E.N. - E.N.,(3) SHEAR TO MATCH WALL ABOVE, Q OC U NOTE: CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING TYPE "6" MIN PER SWS, TYP TOP PLATE PER 9/SD1 W DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. ENTIRE CRIPPLE WALL U 6" MIN. 8" MIN.�SLOPE GRADE PT DF SILL AND AB PER 3/SD1 z FRAMING TO MATCH WALL ABV. AWAY FROM FND. E.N.-J Q CO II��I SLOPE GRADE — #4 AT 24" O.C. VERT, - WALL FRAMING AWAY FROM FND. �� PER PLAN 8 MIN. Lij 18" MIN. CLR. TO FLOOR JOISTS W Q #4 AT 18„ O.C. HOR, iv WHERE STEMWALL PT DF SILL AND HEIGHT > AB PER 3/SD1 8” _ FOUNDATION O .. ...............�._......_..: ......... ..__.._..._..._._.... PER 1/SD2 Q STEP AT DOOR -----SHEAR PER PLAN �/ 3" CLR. --- WHERE REQ'D WHERE OCCURS, TYP ry EACH FACE OF WALL CL W 12" 1 STORY \#4 CONT. TOP AND BOT. LAP VERTICAL BARS 2'-6" WHERE N, TYP NOTE: WHERE CRIPPLE STUD LENGTH IS LESS THAN 14", CRIPPLE BARS ALIGN WITH SLAB REINF, LAP WALL SHALL BE FRAMED WITH SOLID BLOCKING. 0 NOTE: GUARDRAIL AND ATTACHMENT BY OTHERS. VERTICAL BARS 4'-6" WHERE BARS F-8--�4" DO NOT ALIGN WITH SLAB REINF. /#4 CONT. PER ARCH TYPICAL FOUNDATION CRIPPLE WALL DTL 2 ViO DECK FOUNDATION DETAILCONCRETE SLAB WITHR f1 „ 4 DOWEL AT EVERY OTHER VERTICAL �- NO SCALE SD3 #4 AT 24 O.C. EACH WAY BAR OR 24" O.C. WHICHEVER IS LESS No SCALE SD3 AT MID -DEPTH OF SLAB=ij i-- 12" TAILSHORING BY OTHERS DURING CLEAN, PROPERLY BACKFILLING AND COMPACTION COMPACTED GRAVEL-SANDEQ. AND UNTIL SLAB REACHES BACKFILL BY OTHERS, TYP 75% STRENGTH NOTE: CONTRACTOR TO V'FY MINIMUM EMBED OF FOUNDATION IN UNDISTURBED SOIL WITH BUILDING NOTES: DEPARTMENT. BOTTOM OF FOUNDATION MUST BEAR BELOW FROST LINE MINIMUM. I ROUGHEN SURFACE 1 /4" 8'-0" MIN. I 1.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. AMPLITUDE AT DOOR COMPACTED ALL FRAMING PER PLAN REINFORCING PER SCHEDULE w a 2.) GUARDRAIL AND ATTACHMENT BY OTHERS. �_= FINISH GRADE „ „ w PT DF SILL AND #4 AT 12 12" -III- D PER J = AB PER 3/SD1 O.C., CONT. TAIL, III= I I SCHED. o - SHEAR PER PLAN WATERPROOFING TYP3" 3 N I PLYWOOD AND 1 X RISERS BY OTHERS WITH AND DRAINAGE w NAILING PER PLAN SOLE NAILING PER 6/SD1 �i/(2) 16d RINGSHANK NAILS BY OTHERS, TYP —SPREAD FTG PER iN a. F.RUN�Rt FOR CIDE COMPLIANCE 2X PT STRINGERS AT EACH STAIR STRINGER I PLAN WHERE OCCURS E.N. „ ° FLOOR JOIST PER PLAN EITHER 12 O.C. MAX �`� 1#4 AT 12" 0_C., 12" DIRECTION. SOLID BLOCK AT 2'-0" "t'` �Li�& UNSUPPORTED 2X6 DECKING BY OTHERS fc = 3.0 KSI OMIT AT "B"-1'-0" O.C. AT PARALLEL CONDITION',, --CONT. 1 3/4" LVL RIM I �� SPAN = 4 -6 r WITH 2 fy= 60 KSI () SCREWS AT r 3" CLR, TYP GIRDER PER PLAN BLOCK SOLID AT POSTS CUREW VEC DI'S NORTH AMERICA, IN. �'� EACH STRINGER WHERE OCCURSMULTIPLE STUDS AND HOLDOWNS I�-"B" PER SCHEDULE E.N. 2X4 P.T. DF CONT. WITH 1/2- DIA SLAB -ON -GRADE EXP. ANCHOR AT EACH STRINGER BY OTHERS AS OCCURS I GH GIRDER REVISIONS: „ HANGER AS REQ'D 8" MIN. 18 MIN. SLOPE FINISHED Q1 PC#1 11/09/16 - _.._._..�_._._..�._./_` GRADE AWAY 12" MIN. 6" MIN. AT (1) STORY, FROM FOUNDATION 8" MIN AT (2) STORY I - I °O° O .0:� . 12" MIN AND MIN. I ' FROST DEPTH REQUIREMENT FROM BLDG DEPARTMENT • 3" CLR 12" MIN (1) #4 CONT. TOP AND BOT. *#4 AT 12" O.C. AT 8" STEMWALL WIDTH NOTES: 1.) LAS STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24 O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2•) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. -III _ _ }- } PERMIT# n " —1- — I O BUTTE COUNTY EVEL #4 AT 24 O.C. VERT; _ o #4 AT 18 O.C. HOR, { N N REVIEWS WHERE STEMWALL CODE COMM ,� _ HEIGHT > 1'-6" I I " v DAT -- _ .-_ _. _ _ __.___ ----_ 8 00 3" CLR. _ �- 12" 1 STORY #4 CONT. TOP AND BOTT. 15" (2) STORY SPREAD FOOTING PER PLAN WHERE OCCURS RESTRAINED RETAINING WALL SCHEDULE NTS STEMWALL HEIGHT STEMWALL WIDTH "B" "D„' HORIZ. REINF.* VERT. REINF. UP TO 3'- 0 6" (8 AT 2 -STORY) 1 -0" 6 #4 AT 15 O.C. #4 AT 24 O.C. UP TO 4'-0" 6" (8" AT 2 -STORY) V-9" 12" #4 AT 15" O.C. #4 AT 24" O.C.. UP TO 5'-0" 6" (8" AT 2 -STORY) 2'-6" 15" #4 AT 15" O.C. #4 AT 24" O.C. GH GIRDER REVISIONS: „ HANGER AS REQ'D 8" MIN. 18 MIN. SLOPE FINISHED Q1 PC#1 11/09/16 - _.._._..�_._._..�._./_` GRADE AWAY 12" MIN. 6" MIN. AT (1) STORY, FROM FOUNDATION 8" MIN AT (2) STORY I - I °O° O .0:� . 12" MIN AND MIN. I ' FROST DEPTH REQUIREMENT FROM BLDG DEPARTMENT • 3" CLR 12" MIN (1) #4 CONT. TOP AND BOT. *#4 AT 12" O.C. AT 8" STEMWALL WIDTH NOTES: 1.) LAS STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24 O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2•) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. -III _ _ }- } PERMIT# n " —1- — I O BUTTE COUNTY EVEL #4 AT 24 O.C. VERT; _ o #4 AT 18 O.C. HOR, { N N REVIEWS WHERE STEMWALL CODE COMM ,� _ HEIGHT > 1'-6" I I " v DAT -- _ .-_ _. _ _ __.___ ----_ 8 00 3" CLR. _ �- 12" 1 STORY #4 CONT. TOP AND BOTT. 15" (2) STORY SPREAD FOOTING PER PLAN WHERE OCCURS PMENT SERVICES FOR DAT�Y 10/06/16 j SCALE: NTS DRAWN BY: RKB 106 NUMBER: 16-302 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. SHEET: TYPICAL STAIR TO FOUNDATION DETAIL 7 TYP RESTRAINED RETAINING WALL SCHED. F4 TYPICAL FOUNDATION DETAIL 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 SD3 ;I MSTA24 STRAP AT PARALLEL TOP PLATE, UNO 1/2 /TOP PLATE STRAP PER 9/SD1 LENGTH NOTCH BEAM AT BEAM PER PLAN PERPENDICULAR PLATES, WHERE OCCURS (2) 16d NAILS, TYP WALL FRAMING I PER PLAN LSTA18 E.S., UNO. TRIMMER/S POST PER PLAN E.N. AT BLOCKS-- 1 3/4 LVL RIM/JOIST WITH A35 CLIP TO TOP PLATE AT EACH STRINGER 1 1/4" LSL BLOCK AT EACH LSSU28 HGR., OR STRINGER, TYP (2) A35 CLIPS (2) JOIST BAYS EACH STRINGER 3/4" PLYWOOD RISERS WITH (2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER TOP PLATE PER 9/SD1 r `-----2X TREADS WALL FRAMING PER PLAN 2X STRINGERS 12" O.C. MAX UNSUPPORTED SPAN = 7'-6" TYPICAL TOP PLATE -BEAM DETAIL 12 TYPICAL TOP OF STAIR DETAIL 9 NO SCALE SD4 NO SCALE SD4 -.T-r"T //—BEAM PER PLAN STRAP DISCONTINUOUS TOP PLATES ACROSS BEAM PER 9/SDI �2X TREADS I•I A N I•I I•I I' I' I WALL FRAMING PER PLAN, TYP POST PER PLAN BELOW BEAM WITH 2X6 (3) 16d RINGSHANK STUD EACH SIDE WITH (6) 16d TO BEAM NAILS STRINGER TO Co �• I • I �- AND (2) 16d AT 12" O.C. TO POST , 2X4 AT EACH STUD I•I I.I 2X STRINGERS 14" O.0 EDGE NAIL WALL SHEATHING MAX UNSUPPORTED (NOT SHOWN FOR CLARITY) AT SPAN = 7'-6" POST AND AT EACH KING STUD TYPICAL POST TO BEAM DETAIL 11 TYPICAL STAIR DETAIL NO SCALE SD4 NO SCALE 3/4" PLYWOOD RISERS WITH (2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER 3/4" PLYWOOD RISERS WITH 2X STRINGERS 12" O.C. (2) 16d RINGSHANK NAILS MAX UNSUPPORTED AT EACH STAIR STRINGER E.N. E. N SPAN = 7'-6" /2X TREADS r 2X SOLID BLOCKS 4 2X BLOCK AT FLOOR PLY AND 48" O.C. TYP. HGR PER SCHED. 2X SOLID BLOCKS 2X4 CONT. WITH (3) 16d AT EACH STRINGER NAILING PER PLAN BALLOON STUDS BALLOON STUDS CONT. 2X8 WITH (3) AT 16" O.C. U.N.O. AT 16" O.C. U.N.O. 16d PER WALL STUD CONT. 2X LEDGER WITH (2) 1 1/4- LSL BLOCK---]E.N. 1/4- DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED ADD JOIST DIRECTLY BELOW EACH STRINGER TYPICAL STAIR LANDING LEDGER DETAILS 10 TYPICAL STAIR DETAIL NO SCALE SD4 NO SCALE 7 SD4 NO SCALE LSDJ4 NO SCALE SD4 \w, - - tvi�q K. �No. 75688' 6/ 0/18 OF CAO 11/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com L Q U W W U W nro z� DW � pW F _ m W0 U IQ � 0 � DC ry 0 cl- w VJ 0 O Q 0- F- U 2016 UREAU VERITAS tilFTH A<a4EPIGA, i.�rC. QS: PC#1 11/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: SD4 -�I i,18 f NA NOTE: GUARDRAIL AND ATTACHMENT BY OTHERS. VN 1" TYP. 1-1/2" AT 560 ni _GAP: 1/8" MINIIMUM WEB STIFFENER E.S OF 2 1/4- MAXIMUM JOIST PER 6/SD4, TYP FLOOR PLY AND NAILING PER PLANE.N. E.Nk7-7. (3) 8d (2 1/2") BOX 1 1/ 4" LSL BLOCK NAILS CLINCHED, U.N.O. - 1 3/4" LVL RIM FLOOR JOIST PER PLAN WITH A35 CLIP AT EACH SIDE OF EACH 1" TYP. 1-1/2" AT 560-.` A35 CLIP AT 4'-0" O.C. JOIST WEB STIFFENERS EACH SIDE: TJI 110 JOISTS: 5/8" X 2 16d EACH FLANGE TIGHT FIT 5/16» MINIMUM DIM PER ARCH TJI 210 JOISTS: 3/4" X TOP PLATE PER 9/SD1 3'-5" MAX 2 5/16" MINIMUM NOTE: TJI 230 AND 360 JOISTS: STIFFENER MATERIAL SHALL BE 7/8" X 2 5/16" MINIMUM APA RATED 32/16 SH_ATHING WALL FRAMING OR BETTER U.N.O. TJI 560 JOISTS: PER PLAN, TYP 2X4 STUD MINIMUM WITH (3) 16d BOX NAILS WEB STIFFENER DETAIL 6, TYPICAL CANTILEVERED JOIST DETAIL 3 NO SCALE SD4 NO SCALE SD4 SHEAR PER PLAN WHERE OCCURS— WALL FRAMING POST PER PLAN WHERE OCCURS, PER PLAN CONT. BEAM TO TOP PLATE. ATTACH TO TOP PLATE WITH BCO NOTE: GUARDRAIL AND ATTACHMENT BY OTHERS SOLE FASTENING PER BASE AND STRAP TO POST IN SHEAR WALL SCHEDULE, WALL BELOW WITH MSTA24 STRAP E.S., NOT SHOWN FOR CLARITY---I- 12d AT 8" O.C. OTHERWISE I FLOOR PLY AND NAILING PER PLAN EN�1 3/4» LVL RIM WITH E.N. 16d TO EACH FJ PER PLAN FLOOR PLY WITH JOIST/BLOCK FLANGE 7 (2) 1 O AT 12" O.C. BEAM PER PLAN A35 CLIP PER SHEAR WALL LTP4 CLIP AT 2'-6" O.C. E.N. SCHEDULE, OTHERWISE 4'-0" O.C., TYP. PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8- MIN. TOP PLATE PER 7/SDI TOP PLATE PER 9/SDI (3) 8d T.N. PER FJ/BLOCK E.N. WALL FRAMING LTP4 CLIP AT 2'-6" O.C. PER PLAN SHEAR PER WHERE OCCURS PLAN SHEAR PER PLAN WHERE OCCURS - WALL FRAMING PER PLAN, TYP TYPICAL FRAMING DETAIL 5 TYPICAL FLOOR DETAIL 2 NO SCALE SD4 NO SCALE LSD4 PERMIT#lam(& WALL FRAMING BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR WALL FRAMING PER PLAN, TYP CODE COMPLIANCE PER PLAN, TYP PATE. BY ' SHEAR PER PLAN WHERE OCCURS - A35 EACH SIDE OF POSTS AND SHEAR PER PLAN- MULTIPLE KING STUDS, TYP S OLE NAILING PER 6/SD1 SOLE NAILING PER 6/SDI FLOOR PLY AND NAILING PER PLAN E.N. FLOOR PLY AND NAILING PER PLAN 1 O AT 4" O.C.E.N. E.N PLY AT BLK'G 1 3/4» LVL RIM WITH 16d TO EACH FJ PER PLAN OR BLOCK AT 24" �---FLOOR JOIST PER PLAN JOIST/BLOCK FLANGE-----_,.`� ; O.C. AT PARALLEL FJ CONDITION. E.N.�\ 1 3/4" MIN. BEARING, TYP BLOCK SOLID AT MULTIPLE STUDS, , (4) 8d TOENAILS POSTS, AND HOLD DOWNS EACH END OF EACH ` BLOCK SOLID AT MULTIPLE 1 3/4" LVL CONT.-- — BLOCK PROVIDE GAP BETWEEN PANELS E.N.STUDS T AND HOLD DOWNS TJI BLOCKING AT 24" O.C. AS REQ'D. BY MFR., 1/8" MIN. E.N. A35 CLIP PER SHEAR WALL A35 CLIP PER SHEAR WALL E.N. SCHEDULE, OTHERWISE SCHEDULE, OTHERWISE 4'-0" O.C., TYP. TOP PLATE PER 9/SDI 4'-0" O.C., TYP. TOP PLATE PER 9/SD1 (3) 8d T.N. PER FJ/BLOCK SHEAR TO MATCH WALL ABOVE, SHEAR PER PLAN TYPE "6" MIN PER SWS, TYP WHERE OCCURS - ENTIRE CRIPPLE WALL WALL FRAMING PER PLAN, TYP WALL FRAMING PER PLAN, TYP TYPICAL FLOOR SPLIT DETAIL 4 TYPICAL FLOOR SPLIT DETAIL 1 NO SCALE LSDJ4 NO SCALE SD4 \w, - - tvi�q K. �No. 75688' 6/ 0/18 OF CAO 11/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com L Q U W W U W nro z� DW � pW F _ m W0 U IQ � 0 � DC ry 0 cl- w VJ 0 O Q 0- F- U 2016 UREAU VERITAS tilFTH A<a4EPIGA, i.�rC. QS: PC#1 11/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: SD4 -�I i,18 f LSTA30 STRAP EVERY OTHER RAFTER PAIR E.N., TYP ROOF PLY AND NAILING PER PLAN, TYP 2X BLOCK LSTA12 EACH RAFTER H2.5T EA. PAIR, 2'-0" O.C. RAFTER, TYP A35 CLIP AT 4'-0" O.C. E H/6RAFTER PER MAXI- PLAN, TYP H RIDGE BEAM PER PLAN NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. Q 1 TYPICAL RIDGE DETAIL 12 NO SCALE SD5 BEAM PER PLAN PER ARCH c i /4" DIA. SDS NS WITH 4" MIN IN POST/BEAM, `ACH END OF NOTES: 1.) BRACE FRAMING 'AS REQUIRED DURING CONSTRUCTION. 2.) WEATHERPROOFING, FLASHING AND CORROSION PROTECTION BY OTHERS. 3.) PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. TYPICAL KNEE BRACE DETAIL NO SCALE �AD 5 ROOF PLY AND NAILING PER PLAN RAFTER PER PLAN 2X BLOCK A35 CLIP AT 4'-0" O.C. H2.5T EA. RAFTER BEAM PER PLAN E.N. BLOCK PER ARCH 3 1/2" MIN. FASCIA BY OTHERS �� ROOF (4) 16d TOENAILS NAILIN DBL RAFTER 2X4 OUTLOOKER AT 24" O.C., NOTCH DBL R FTE T ROOF PLY AND NAILING PER PLAN E.N., TYP 2'-0" MAX 2'-0" E.N. FASCIA BY ' OTHERS • K 2X BLOC, E.N. (3) 16d TOENAILS PLY AND 2X4 OUTLOOKER AT G PER PLAN 24" O.C. WITH (3) 8d 2X BLOCK AT 8" TOENAILS TO TOP O.C. WITH (4) d ay '� '.``��too PLATE. NOTCH PLY TOENAILS EAC -. ; RAFTER PER PLAN TO SEAT OUTLOOKER RAFTER TOP PLATE A R 0 SEAT PLYWOOD AND PER 9/SD1 1 TYP 2X4 OUTLOOKER AT 24" O.C., NOTCH DBL R FTE T ROOF PLY AND NAILING PER PLAN E.N., TYP 2'-0" MAX 2'-0" E.N. FASCIA BY ' OTHERS • K 2X BLOC, E.N. (3) 16d TOENAILS PLY AND 2X4 OUTLOOKER AT G PER PLAN 24" O.C. WITH (3) 8d 2X BLOCK AT 8" TOENAILS TO TOP O.C. WITH (4) d ay '� '.``��too PLATE. NOTCH PLY TOENAILS EAC -. ; RAFTER PER PLAN TO SEAT OUTLOOKER RAFTER NO SCALE MSTA30 STRAP BEAM TO BEAM, CENTERED OVER SPLICE RIDGE BEAM PER PLAN ' j(9) 16d, O o TYP ......... ....... ...........A........ . _.... ........... SIMPSON POST 0 (E) RIDGE BEAM CAP PER PLAN o 1 3/4" LVL SHIM EACH SIDE OF RIDGE POST PER PLAN, CENTERED BELOW SPLICE BEAM DETAIL NO SCALE WALL FRAMING PER PLAN, TYP SHEAR PLY PER TYPE "6" TYP ENTIRE WALL`S 16d AT 7" O.C. E.N. ROOF PLY AND NAILING PER PLAN 4X12 BLOCK WITH (4) 16d TOENAILS EACH END RAFTER PER PLAN WITH LSSU HGR 2X LEDGER WITH (3) 1/4" DIA SDS SCREWS WITH 3" EMBED IN STUDS AT V-4" O.C., AND AT EACH END NOTES: 1.) WEATHERPROOFING, FLASHING AND CORROSION PROTECTION BY OTHERS. 2.) PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. TYPICAL ROOF LEDGER DETAIL NO SCALE �D5 NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. E.N. E.N. LSTA30 STRAP EVERY ROOF PLY AND NAILING OTHER RAFTER PAIR PER PLAN, TYP RAFTER PER PLAN RAFTER PER PLAN LSS I HGR, TV RIDGE BEAM PER PLAN TOP PLATE A R 0 SEAT PLYWOOD AND PER 9/SD1 1 TYP NAILING TO MATCH OUTLOOKER WALL BELOW, U.N.O. SHEAR PLY PER TYPE "6" TYP ENTIRE WALL GABLE ROOF PER PLAN OVER 2X6 STUDS AT 16" O.C. LONGER THAN 6'-0" WITH (3) 16d 16d AT 12" O.C. VERTICAL LSTA24 2X6 BRACE AT 4'-0" 7" O.C. O.C. WITH (4) 16d STRAP AT 2'-8" O.C.--,AT NMOL NGLPERNPLAN 2X BLOCK V-0" MAX 2'-0" _ E.N. PROVIDE GAP BETWEEN PANELS --E.N. ROOF PLY AT BLOCKS E.N. N i FASCIA BY E.N., TYP �� CJ PER PLAN OR 1 1/4- DBL TOP PLATE GBC CLIP E.S. LSL BLOCK AT 24" O.C. i 2X BLOCK AT " OF EA BRACE/BLOCK OTHERS---, (3) 16d TOENAILS//ROOF PLY AND PLYWOOD AND WALL FRAMING NAILING PER PLAN -L 48 O.C. WITHI 6 TYPICAL GABLE NAILING PER PLA 3 SD.5 NO SCALE E.N. -(4) 8d TOENAILS PROVIDE GAP BETWEEN DBL RAFTER REQ'D. BY EACH END \(4) MIN. _ —------ _._ 2X6 FLAT OUTLOOKER AT 24" RAFTER PER PLAN RAFTERS PER PLAN NAILED ROOF PLY AND O.C., NOTCH DBL RAFTER TO TO ADJACENT RAFTER WITH 16d I SEAT OUTLOOKER I I AT 12" O.C. TOP AND BOTT, TYP SHED ROOF NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. I TYPICAL DORMER DETAIL TYPICAL GABLE END DETAIL I NO SCALE MSTA30 STRAP BEAM TO BEAM, CENTERED OVER SPLICE RIDGE BEAM PER PLAN ' j(9) 16d, O o TYP ......... ....... ...........A........ . _.... ........... SIMPSON POST 0 (E) RIDGE BEAM CAP PER PLAN o 1 3/4" LVL SHIM EACH SIDE OF RIDGE POST PER PLAN, CENTERED BELOW SPLICE BEAM DETAIL NO SCALE WALL FRAMING PER PLAN, TYP SHEAR PLY PER TYPE "6" TYP ENTIRE WALL`S 16d AT 7" O.C. E.N. ROOF PLY AND NAILING PER PLAN 4X12 BLOCK WITH (4) 16d TOENAILS EACH END RAFTER PER PLAN WITH LSSU HGR 2X LEDGER WITH (3) 1/4" DIA SDS SCREWS WITH 3" EMBED IN STUDS AT V-4" O.C., AND AT EACH END NOTES: 1.) WEATHERPROOFING, FLASHING AND CORROSION PROTECTION BY OTHERS. 2.) PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. TYPICAL ROOF LEDGER DETAIL NO SCALE �D5 NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. E.N. E.N. LSTA30 STRAP EVERY ROOF PLY AND NAILING OTHER RAFTER PAIR PER PLAN, TYP RAFTER PER PLAN RAFTER PER PLAN LSS I HGR, TV RIDGE BEAM PER PLAN TYPICAL RIDGE DETAIL 5 NO SCALE SD ROOF PLY AND RAFTER NAILING PER PLAN PER PLAN E.N.\ 2X BLOCK BLOCK PER ARCH A35 CLIP PER SHEAR WALL SCHEDULE, k. OTHERWISE 4'-0" O.C., TYP. �H2.5T EA. RAFTER E.N. X BEAM PER PLAN WHERE OCCURS _ TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN SHEAR PER PLAN NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. TYPICAL EAVE DETAIL 4 NO SCALE �D5 `-2X SLEEPER WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (3) 16d TOENAILS BOTT., TV TYPICAL OVERFRAMING DETAIL NO SCALE ('SD5 PERMIT #_L2 b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 11 CODE COMPLIANCE RAFTER PER PER PLAN ROOF PLY AND NAILING PER PLAN (8) 16d AT EA 2X CJ TO RAFTER CONNECTION, 2'-0" O.C. MAX BLOCK AND E.N. AT "I" ,,,,,-BLOCK WHERE OCCURS ... � E.N. 2X BLOCK"' . CEILING JOIST PER 3 1/2" MIN. PLAN WHERE OCCURS. A35 CLIP PER PROVIDE SOLID -WEB SHEAR WALL SCHEDULE, BLOCK PER ARCH BACKING AT EACH OTHERWISE 4'-0" O.C., TV. E.N. SIDE OF "I" JOISTS PER MFR. AT ENTIRE H2.5T EA. RAFTER RAFTER OVERLAP —SHEAR PER PLAN TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN TYPICAL EAVE DETAIL 1 NO SCALE SDS �oO, OFESS/0/ q K. �No. 75688`' 7-1 * E . 6/ 0/18 gTFOFCAL�F�� 11/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS ' x 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U UJ J LiJ LUry U U �N wU-1 0 CO W D UrryeQ � 0 NO 0 W O O F- U F;EV'l LDIFF0R CODE C0MPLIANCE -L 0 2016 BUREAU VE ►iTAS KPITHAMEPICA, 10. REVISIONS: Q PC#1 11/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: SD5 TOP PLATE PER PLA PLYWOOD AND PER 9/SD1 1 TYP NAILING TO MATCH WALL BELOW, U.N.O. WALL FRAMING PER PLAN ADD 2X4 FLAT TO BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" O.C. WITH (4) 16d NAILS EACH END 2X BLOCK _ PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. N E.N., TYP �� CJ PER PLAN OR 1 1/4- DBL TOP PLATE GBC CLIP E.S. LSL BLOCK AT 24" O.C. PER 9/SD1 OF EA BRACE/BLOCK WITH (4) 16d TOENAILS EACH END PLYWOOD AND WALL FRAMING NAILING PER PLAN -L PER PLAN 6 TYPICAL GABLE END DETAIL 3 SD.5 NO SCALE (_SD5 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8 MIN. _ —------ _._ ROOF PLY AND NAILING PER PLAN..--- � I II I I f=� I I Vie! I k mf f , I 2X4 OVERFRAMING i e' � AT 24" O.C. �y f TOENAL S, J € e ROOF PLY I AND NAILINGTYP =i PER PLAN • --'� J !2X4 WITH 16d NAILS E.N. PLY AT% I `I AT 12 SLEEPER, f t i - O.C., TV .TYP `\ / T T �/'� TTT TTT TYPICAL RIDGE DETAIL 5 NO SCALE SD ROOF PLY AND RAFTER NAILING PER PLAN PER PLAN E.N.\ 2X BLOCK BLOCK PER ARCH A35 CLIP PER SHEAR WALL SCHEDULE, k. OTHERWISE 4'-0" O.C., TYP. �H2.5T EA. RAFTER E.N. X BEAM PER PLAN WHERE OCCURS _ TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN SHEAR PER PLAN NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. TYPICAL EAVE DETAIL 4 NO SCALE �D5 `-2X SLEEPER WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (3) 16d TOENAILS BOTT., TV TYPICAL OVERFRAMING DETAIL NO SCALE ('SD5 PERMIT #_L2 b BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 11 CODE COMPLIANCE RAFTER PER PER PLAN ROOF PLY AND NAILING PER PLAN (8) 16d AT EA 2X CJ TO RAFTER CONNECTION, 2'-0" O.C. MAX BLOCK AND E.N. AT "I" ,,,,,-BLOCK WHERE OCCURS ... � E.N. 2X BLOCK"' . CEILING JOIST PER 3 1/2" MIN. PLAN WHERE OCCURS. A35 CLIP PER PROVIDE SOLID -WEB SHEAR WALL SCHEDULE, BLOCK PER ARCH BACKING AT EACH OTHERWISE 4'-0" O.C., TV. E.N. SIDE OF "I" JOISTS PER MFR. AT ENTIRE H2.5T EA. RAFTER RAFTER OVERLAP —SHEAR PER PLAN TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN TYPICAL EAVE DETAIL 1 NO SCALE SDS �oO, OFESS/0/ q K. �No. 75688`' 7-1 * E . 6/ 0/18 gTFOFCAL�F�� 11/09/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS ' x 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q U UJ J LiJ LUry U U �N wU-1 0 CO W D UrryeQ � 0 NO 0 W O O F- U F;EV'l LDIFF0R CODE C0MPLIANCE -L 0 2016 BUREAU VE ►iTAS KPITHAMEPICA, 10. REVISIONS: Q PC#1 11/09/16 DATE: 10/06/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-302 SHEET: SD5