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HomeMy WebLinkAboutB17-0834 042-020-113- - _ -- -- - - _ RECEIVED TRIS AND ASSOCIATES Q I V IO x 30 MY T -t t�i�` IIYC7� �i Z1-z/1Z1Z/1 il NOTE: GRADE LOT TO DRAIN SURFACE NATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET(2%). SECTION 8401.3 SITE INFORMATION i SETBAGK� .JOB 51TE ADDRE55: LOT 5 - 5ANFORD MANOR JOB 51TE PARCEL NUMBER: 042-020-115 PROPERTY CONTACT: SHERI O RI LL I CONTACT PHONE: (2041) 844-66222 ZONE: R- I EXISTING ROLLED GUTTER/GURB i ST. LI6HTO F.H.G POLE BUTTE COUNTY 277.85' BUILDING DIVISION APPROVED z ---- -----� R j I-------------------- a } IN5TAL1. VEGETATION GREEN AT NORTH klca ekfi � �4, N r rn I 0* I PROPERTY LINE A5 5H AN. PLANT FRA5ER N Ci) LO PHOTINIA (PHOTINIA fr seri) ia 48" O.G. 0 cO I — — — — N.�W SEWAGE— — — — r — — D } INSTAL!RIP IRRIGAT ON SYSTEM TO I DISPOSAL SYSTEM I SUPPORT VEGITATION GREEN. .Qc e~ --I PER BUTTE CO. / LO — ENVIRONMENTAL — } L I — -REAC7Fr--------- ;Moo ISI U I 17-1 7 1 / O 'S I} cl) I I L-------------------- ' I i I I 0 .a L -j I I } 5ENAG E ( I ° z \pry I DISPOSAL ( cy) LO ° I }�--- REPLACEMENT — I co SETBACK 0 / AREA • -� C) C) a �E Z �+ ~' o WA Q I V IO x 30 MY T -t t�i�` IIYC7� �i Z1-z/1Z1Z/1 il NOTE: GRADE LOT TO DRAIN SURFACE NATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET(2%). SECTION 8401.3 SITE INFORMATION i SETBAGK� .JOB 51TE ADDRE55: LOT 5 - 5ANFORD MANOR JOB 51TE PARCEL NUMBER: 042-020-115 PROPERTY CONTACT: SHERI O RI LL I CONTACT PHONE: (2041) 844-66222 ZONE: R- I EXISTING ROLLED GUTTER/GURB i ST. LI6HTO F.H.G POLE Site Plan CiV11C t'NIVf"NLT =I-V BUILDING TYPE: V -B OCCUPANCY: R-3 USE: RESIDENTIAL HOUSE 5OUARE FOOTAGE: 24142 5O. FT. GOVERNING CODES AS FOLLOWS: 2016 CALIFORNIA BUILDING CODE(CBG), 2016 CRC, 2016 GEC, 2016 CPG, 2016 CMG, 2016 OFC, 2016 CALIFORNIA ENERGY CODE EFFICIENCY STANDARDS (ZONE 11). 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE PLUMBING NOTES.- 1. OTES:I. THE AGGREGATE AREA OF PLUMBINO VENTS SHALL BE 12.51 50. INCHES, MIN. 2. EXTERIOR HOSE 5155 SHALL BE EQUIPPED WITH A NON -REMOVABLE BACKFLOW PREVENTION DEVICE. CPG SEG. 603.5.7 5. 5HONER. AND TUB COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THEM05TATIG MIXING VALVE TYPE. GPO SEG. 408.3 4. THE MAX. FLOW RATES SHALL APPLY TO THE PLUMBING FIXTURES AS FOLLOWS: o. WATER OL05ETS: 1.25 OALLONS PER FLUSH b. SHOWER HEADS: 2.0 5ALLONS PER MINUTE. c. LAVATORY FAUCETS: 1.2 GALLON5 PER MINUTE ® 60 PSI. d. KITCHEN FAUCETS: I.8 GAL./MINUTE W/ 2.2 GAL./MINUTE TEMPORARY FLOW 5. THE NATURE OF WORK TO BE COMPLETED ON THIS PROJECT HILL REQUIRE COMPLIANCE WITH CALIFORNIA SENATE BILL 40"1 FOR THE INSTALLATION OF WATER -CONSERVING PLUMBING FIXTURES. NOTE: ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDING5 UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NON COMPLIANT PLUMBING FIXTURES WITH VN,ATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO 155UANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR F I NAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1 FOR THE DEFINITION OF NON COMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES. MECHANICAL NOTES: 1. DRYER DUCT SHALL BE A METAL MATERIAL A MIN. OF 4" DIAMETER AND SHALL HAVE A SMOOTH INTERIOR SURFACE. DUCT SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT YET MUST BE FASTENED AND SEALED "SUBSTANTIALLY AIRTIGHT" AT EACH JOINT. (AN APPROVED FASTENING SYSTEM 15 ALUMINUM DUCT TAPE) DRYER DUCT SHALL BE EQUIPPED W1TH A BACK DRAFT DAMPER AND THE EXHAUST DUCT LENGTH SHALL BE 14 FEET MAXIMUM WITH WITH MAXIMUM TWO qO DEOREE ELBOWS. INSTALLATION INSTRUCTIONS MUST BE APPROVED BY THE BUILDING OFFICIAL. FIRE SPRINKLER INFORMATION: 1. A FIRE SPRINKLER. SYSTEM 15 REQUIRED AND SHALL BE INSPECTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. PHOTOVOLTAIC SYSTEM NOTE: I. A SEPARATE PERMIT SHALL BE REQUIRED FOR PHOTOVOLTAIC SYSTEM INSTALLATION. % /11) :4 1 5TOKM NATERMITIOATION PLAN ' `-� THE FOLLONlNO ARE BEST MANAGEMENT PRACTICES AND MINIMUM STANDARDS FOR SEDIMENT AND EROSION CONTROL FOR ROJECT5 M15TURBINO LE55 THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF PRACTICES MAY BE REQUIRED THROUGHOUT THE YEAR BASED ON WEATHER CONDITIONS. 1. STABILIZED CONSTRUCTION ENTRANCE: USE 2" MINUS STONE OR CRUSHED ROCK b" IN DEPTH. UNDERLAY KITH FILTER FABRIC AN AREA 50' LONG X 16' WIDE. 2. ADJACENT PAVED PUBLIC, WAYS SHALL REMAIN FREE OF DEBRIS AND 5011-5 REMOVED FROM CONSTRUCTION SITE AT ALL TIMES. USE WATTLES TO MAINTAIN 51TE RUNOFF OVER CURBS, GUTTERS AND SIDEWALKS. USE DRAIN INLET PROTECTION DEVICES AND CATCH BA51N FILTERS AT ALL STORM WATER DRAIN INLETS WITHIN 50 YARDS OF SITE. 3.EMPLOY SOIL STABILIZATION BLANKETS OR FRESH 5TRAW AT ALL DISTURBED YARD AREAS WITHIN 20' OF CURBS, GUTTERS AND SIDEWALKS. 4.GUTTINC OR GRADING OF STEEP SLOPES 015%) SHALL BE AVOIDED WHENEVER POSSIBLE. WHERE OCCURS REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL. 5.PROVI DE AN APPROVED AND LABELED AREA FOR CONCRETE WASHOUT. PLASTIC SHEET LINED HAY BAILS MAY BE USED. WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC WAYS OR NEAR WATERWAYS OR DRAIN INLETS. 6. STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL, AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARD50APE AREAS. ?.PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION SITE PROPERTY AND AWAY MINIMUM 50' FROM ALL PUBLIC WAY5 AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD50APE AREAS. 5. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH RECEPTACLES. TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. q. ALL VEHICLES TRAN5PORTINS 501L INTO OR OUT OF THE PROERTY SHALL BE COVERED. 10.5011- STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR TREATED W1TH SOIL BINDERS TO PREVENT DUST GENERATION. ILDURINC CONSTRUCTION, PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE NETTING DONN SUCH AREAS IN THE LATER MORNI NO AND AFTER NORK 15 COMPLETED FOR THE DAY AND NHENEVER THE HIND EXCEEDS 15 MILES PER HOUR. 12.DURING CLEARING, GRADING. EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF GUT OR FILL MATERIALS, NNATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAY'S ACTIVITE5 CEASE. 13.OENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES THROUGHOUT THE CONSTRUCTION PERIOD. CG SHALL EMPLOY A MAINTENANCE PROGRAM THOUGH OUT THE CONSTRUCTION PHASE OF THE PROJECT. GG. SHALL INFORM ALL EMPLOYED ON THE SITE OF SUCH PRACTICES TO INSURE EFF0TIVENE55 OF BEST MANAGEMENT PRACTICES. Revisions BUTTE COUNTY BUILDING DIVISION APPROVED z R j a klca ekfi � �4, N r rn Site Plan CiV11C t'NIVf"NLT =I-V BUILDING TYPE: V -B OCCUPANCY: R-3 USE: RESIDENTIAL HOUSE 5OUARE FOOTAGE: 24142 5O. FT. GOVERNING CODES AS FOLLOWS: 2016 CALIFORNIA BUILDING CODE(CBG), 2016 CRC, 2016 GEC, 2016 CPG, 2016 CMG, 2016 OFC, 2016 CALIFORNIA ENERGY CODE EFFICIENCY STANDARDS (ZONE 11). 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE PLUMBING NOTES.- 1. OTES:I. THE AGGREGATE AREA OF PLUMBINO VENTS SHALL BE 12.51 50. INCHES, MIN. 2. EXTERIOR HOSE 5155 SHALL BE EQUIPPED WITH A NON -REMOVABLE BACKFLOW PREVENTION DEVICE. CPG SEG. 603.5.7 5. 5HONER. AND TUB COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THEM05TATIG MIXING VALVE TYPE. GPO SEG. 408.3 4. THE MAX. FLOW RATES SHALL APPLY TO THE PLUMBING FIXTURES AS FOLLOWS: o. WATER OL05ETS: 1.25 OALLONS PER FLUSH b. SHOWER HEADS: 2.0 5ALLONS PER MINUTE. c. LAVATORY FAUCETS: 1.2 GALLON5 PER MINUTE ® 60 PSI. d. KITCHEN FAUCETS: I.8 GAL./MINUTE W/ 2.2 GAL./MINUTE TEMPORARY FLOW 5. THE NATURE OF WORK TO BE COMPLETED ON THIS PROJECT HILL REQUIRE COMPLIANCE WITH CALIFORNIA SENATE BILL 40"1 FOR THE INSTALLATION OF WATER -CONSERVING PLUMBING FIXTURES. NOTE: ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDING5 UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NON COMPLIANT PLUMBING FIXTURES WITH VN,ATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO 155UANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR F I NAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1 FOR THE DEFINITION OF NON COMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES. MECHANICAL NOTES: 1. DRYER DUCT SHALL BE A METAL MATERIAL A MIN. OF 4" DIAMETER AND SHALL HAVE A SMOOTH INTERIOR SURFACE. DUCT SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT YET MUST BE FASTENED AND SEALED "SUBSTANTIALLY AIRTIGHT" AT EACH JOINT. (AN APPROVED FASTENING SYSTEM 15 ALUMINUM DUCT TAPE) DRYER DUCT SHALL BE EQUIPPED W1TH A BACK DRAFT DAMPER AND THE EXHAUST DUCT LENGTH SHALL BE 14 FEET MAXIMUM WITH WITH MAXIMUM TWO qO DEOREE ELBOWS. INSTALLATION INSTRUCTIONS MUST BE APPROVED BY THE BUILDING OFFICIAL. FIRE SPRINKLER INFORMATION: 1. A FIRE SPRINKLER. SYSTEM 15 REQUIRED AND SHALL BE INSPECTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. PHOTOVOLTAIC SYSTEM NOTE: I. A SEPARATE PERMIT SHALL BE REQUIRED FOR PHOTOVOLTAIC SYSTEM INSTALLATION. % /11) :4 1 5TOKM NATERMITIOATION PLAN ' `-� THE FOLLONlNO ARE BEST MANAGEMENT PRACTICES AND MINIMUM STANDARDS FOR SEDIMENT AND EROSION CONTROL FOR ROJECT5 M15TURBINO LE55 THAN ONE ACRE. THESE PRACTICES SHALL BE IN PLACE THROUGHOUT THE PERIOD OF PRACTICES MAY BE REQUIRED THROUGHOUT THE YEAR BASED ON WEATHER CONDITIONS. 1. STABILIZED CONSTRUCTION ENTRANCE: USE 2" MINUS STONE OR CRUSHED ROCK b" IN DEPTH. UNDERLAY KITH FILTER FABRIC AN AREA 50' LONG X 16' WIDE. 2. ADJACENT PAVED PUBLIC, WAYS SHALL REMAIN FREE OF DEBRIS AND 5011-5 REMOVED FROM CONSTRUCTION SITE AT ALL TIMES. USE WATTLES TO MAINTAIN 51TE RUNOFF OVER CURBS, GUTTERS AND SIDEWALKS. USE DRAIN INLET PROTECTION DEVICES AND CATCH BA51N FILTERS AT ALL STORM WATER DRAIN INLETS WITHIN 50 YARDS OF SITE. 3.EMPLOY SOIL STABILIZATION BLANKETS OR FRESH 5TRAW AT ALL DISTURBED YARD AREAS WITHIN 20' OF CURBS, GUTTERS AND SIDEWALKS. 4.GUTTINC OR GRADING OF STEEP SLOPES 015%) SHALL BE AVOIDED WHENEVER POSSIBLE. WHERE OCCURS REDIRECT RUNOFF OR USE JUTE BLANKETS TO STABILIZE SOIL. 5.PROVI DE AN APPROVED AND LABELED AREA FOR CONCRETE WASHOUT. PLASTIC SHEET LINED HAY BAILS MAY BE USED. WASHOUT SYSTEMS SHALL NOT BE PLACED IN PUBLIC WAYS OR NEAR WATERWAYS OR DRAIN INLETS. 6. STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL, AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARD50APE AREAS. ?.PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON CONSTRUCTION SITE PROPERTY AND AWAY MINIMUM 50' FROM ALL PUBLIC WAY5 AND STORM DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HARD50APE AREAS. 5. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH RECEPTACLES. TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. q. ALL VEHICLES TRAN5PORTINS 501L INTO OR OUT OF THE PROERTY SHALL BE COVERED. 10.5011- STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR TREATED W1TH SOIL BINDERS TO PREVENT DUST GENERATION. ILDURINC CONSTRUCTION, PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE NETTING DONN SUCH AREAS IN THE LATER MORNI NO AND AFTER NORK 15 COMPLETED FOR THE DAY AND NHENEVER THE HIND EXCEEDS 15 MILES PER HOUR. 12.DURING CLEARING, GRADING. EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF GUT OR FILL MATERIALS, NNATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAY'S ACTIVITE5 CEASE. 13.OENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES THROUGHOUT THE CONSTRUCTION PERIOD. CG SHALL EMPLOY A MAINTENANCE PROGRAM THOUGH OUT THE CONSTRUCTION PHASE OF THE PROJECT. GG. SHALL INFORM ALL EMPLOYED ON THE SITE OF SUCH PRACTICES TO INSURE EFF0TIVENE55 OF BEST MANAGEMENT PRACTICES. Revisions By N r rn 0* N Ci) LO 0 cO LO �I .Qc e~ 00 0) LO �C L 40— ;Moo ISI U vi O 'S cl) Ilev 0 .a z cy) LO co 0 W 0 � C) C) a �E Z �+ ~' o WA U WU) w Z� �a'.::4 � w A W � z M I E- 0 a Date 6-2-17 Scale SHONN Drawn M.A. Sheet Of sheets Fig�'� -'�Q�OI-to510�'Y( C. 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GSMT. 4 VENT DOORS a MEGH, ROOM MUI7RM. r -1- `ry 6LAZIN6 SHALL + v `ry �✓ G L=3 !/2' MIEN 100 50. .wN VENTS HAYING Y1 llj� = GOAT °°° BE TEMPERED 3666 4 WOWS 6' HD.DHGHT) SDI EA. OF NET a CEILING TVP. SHEAR FREE AREA FOR COMBUSTION bY,\ 5034 XO Jry (2) 21044 GSMT. (2) 21044 GSMT. - - WALL ELEV. AIR INTAKE. SEE "COMBUSTION d 246810�_On 14 �4 Q 4J 5 AND VENTILATION AIR NOTE" LOCATED ON SHEET 5 FOR d3 ! L=5 114 40'_411 30 -5 L=4 1121 TYP STUD MORE INFORMATION. 1 316" THICK, SOLID dJ ;n FRONT PORCH d wALL ELEV. GORE WD. M. w/ © hrp�� ty r 8' CEILING r SELF -CLOSE DEVICE m GONG. WALK SURFACE NOTE: PROVIDE H05E PER FOUNDATION PLAN B15135 PER OWNER -4 J'Y J� 4 a% �n WATER STUBS FOR IDE LANDSCAPE IRRIGATION 5' �Q �Q L ' �� �� I PER OWNER DIRECTION. I m L 15 4 � . 1/4" = I t -O" AB 4 4 m I 6x(b a PORCH, TYP. (4) PLGS. w/ PBS 40'-4" a'-10" 14'-0" FLOOR PLAN 5TRUGTURAL NOTES: 5PEV AL VENTING For 15LAND F I XTURE5 1) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5DI-5D3 FOR ADDITIONAL INFORMATION. TRAPS FOR ISLAND SINKS AND SIMILAR EQUIPMENT SHALL BE ROUGHED IN ABOVE THE FLOOR AND MAY BE VENTED BY EXTENDING THE VENT AS HIGH AS POSSIBLE, BUT NOT LESS THAN THE DRAINBOARD HEIGHT 2) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: AND THEN RETURNING IT DOWNWARD AND CONNECTING IT TO THE HORIZONTAL SINK DRAIN IMMEDIATELY EXTERIOR WALL: 2Xb DF STUD AT 16" O.G. DOWNSTREAM FROM THE VERTICAL FIXTURE DRAIN. THE RETURN VENT SHALL BE CONNECTED TO THE INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. HORIZONTAL DRAIN THROUGH A WYE -BRANCH FITTING AND SHALL, IN ADDITION, BE PROVIDED WITH A 3) SEE DETAIL 5/51?1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. FOOT VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A WYE BRANCH IMMEDIATELY BELOW 4) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY THE FLOOR AND EXTENDING TO THE NEAREST PARTITION AND THEN THROUGH THE ROOF TO THE OPEN AIR, BROUGHT TO THE ENGINEER OF RECORD. OR MAY BE CONNECTED TO OTHER VENTS AT A POINT NOT LESS THAN S!X (6) INCHES ABOVE THE FLOOD 5) ALL EXP05ED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION LEVEL RIM OF THE FIXTURES SERVED. DRAINAGE FITTING5 SHALL BE USED ON ALL PARTS OF THE VENT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. BELOW THE FLOOR LEVEL, AND A MINIMUM SLOPE OF ONE-QUARTER (1/4) INCH PER FOOT BACK TO THE b) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING DRAIN SHALL BE MAINTAINED. THE RETURN BEND USED UNDER THE DRAINBOARD 5HALL BE ONE (1) PIECE SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. FITTING OR AN ASSEMBLY OF A FORTY-FIVE (45) DEGREE, A NINETY (010) DEGREE AND A FORTY-FIVE (45) DEGREE ELBOW IN THE ORDER NAMED. THE 15LAND SINK DRAIN, UPSTREAM OF THE RETURNED VENT, SHALL SERVE NO OTHER FIXTURES. AN ACCESSIBLE CLEANOUT SHALL BE INSTALLED IN THE VERTICAL PORTION OF THE FOOT VENT. ELEGTRIGAL MINIMUM TITLE 24 REQUIREMENT5 MAIN PANELF6A5HEATING EFFICIENCY: '-15% AFUE METER/5EE ER GOOLINf EFFICIENCY: 15 SEER 4 12.5 EER ELECT. PLAN DUCT INSULATION: R-6 RADIANT BARRIER ROOF SHEATHING: NOT REG2UIRED HERS VERIFICATION: REQUIRED PER ENERGY CALCULATIONS WATER HEATER EFFICIENCY: O.a m AREA5 LIVING AREA: 2x42 50. FT. COVERED PORCH: 117n 50. FT. GARAGE: 141a SO. FT. UTTE COUNTY BJILDING DIVISION APPROVED 0 JUN, n,F r�sE TRS Ate ArsyI.� UA Revisions L=b 6 �I WALL FIN15H: PROVIDE 1/2" GYP. +� b I BOARD FINISH TO GARAGE SIDE OF I I WALL DONT. FROM SILL TO TO q L=8' rn UNDERSIDE OF ROOF 5HEATHING. I� O co APPLY TO SUPPORTS AT A MIN. OF ydG� I O J,y 16" O.G. i PON* CODm 00 C) 22'-4" z CU m U O 'S O O= ' ---I,GA�RACE+�' U) ry� �' � O 'II SEE SHEET 3 FOR GARAGE PLANIb `•yl d1 3 � � x d- co �-t O W O � 1/4" = I t -O" AB 4 4 m I 6x(b a PORCH, TYP. (4) PLGS. w/ PBS 40'-4" a'-10" 14'-0" FLOOR PLAN 5TRUGTURAL NOTES: 5PEV AL VENTING For 15LAND F I XTURE5 1) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5DI-5D3 FOR ADDITIONAL INFORMATION. TRAPS FOR ISLAND SINKS AND SIMILAR EQUIPMENT SHALL BE ROUGHED IN ABOVE THE FLOOR AND MAY BE VENTED BY EXTENDING THE VENT AS HIGH AS POSSIBLE, BUT NOT LESS THAN THE DRAINBOARD HEIGHT 2) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: AND THEN RETURNING IT DOWNWARD AND CONNECTING IT TO THE HORIZONTAL SINK DRAIN IMMEDIATELY EXTERIOR WALL: 2Xb DF STUD AT 16" O.G. DOWNSTREAM FROM THE VERTICAL FIXTURE DRAIN. THE RETURN VENT SHALL BE CONNECTED TO THE INTERIOR WALLS: 2X4 DF STUD AT 16" O.G. HORIZONTAL DRAIN THROUGH A WYE -BRANCH FITTING AND SHALL, IN ADDITION, BE PROVIDED WITH A 3) SEE DETAIL 5/51?1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. FOOT VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A WYE BRANCH IMMEDIATELY BELOW 4) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY THE FLOOR AND EXTENDING TO THE NEAREST PARTITION AND THEN THROUGH THE ROOF TO THE OPEN AIR, BROUGHT TO THE ENGINEER OF RECORD. OR MAY BE CONNECTED TO OTHER VENTS AT A POINT NOT LESS THAN S!X (6) INCHES ABOVE THE FLOOD 5) ALL EXP05ED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION LEVEL RIM OF THE FIXTURES SERVED. DRAINAGE FITTING5 SHALL BE USED ON ALL PARTS OF THE VENT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. BELOW THE FLOOR LEVEL, AND A MINIMUM SLOPE OF ONE-QUARTER (1/4) INCH PER FOOT BACK TO THE b) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING DRAIN SHALL BE MAINTAINED. THE RETURN BEND USED UNDER THE DRAINBOARD 5HALL BE ONE (1) PIECE SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. FITTING OR AN ASSEMBLY OF A FORTY-FIVE (45) DEGREE, A NINETY (010) DEGREE AND A FORTY-FIVE (45) DEGREE ELBOW IN THE ORDER NAMED. THE 15LAND SINK DRAIN, UPSTREAM OF THE RETURNED VENT, SHALL SERVE NO OTHER FIXTURES. AN ACCESSIBLE CLEANOUT SHALL BE INSTALLED IN THE VERTICAL PORTION OF THE FOOT VENT. ELEGTRIGAL MINIMUM TITLE 24 REQUIREMENT5 MAIN PANELF6A5HEATING EFFICIENCY: '-15% AFUE METER/5EE ER GOOLINf EFFICIENCY: 15 SEER 4 12.5 EER ELECT. PLAN DUCT INSULATION: R-6 RADIANT BARRIER ROOF SHEATHING: NOT REG2UIRED HERS VERIFICATION: REQUIRED PER ENERGY CALCULATIONS WATER HEATER EFFICIENCY: O.a m AREA5 LIVING AREA: 2x42 50. FT. COVERED PORCH: 117n 50. FT. GARAGE: 141a SO. FT. UTTE COUNTY BJILDING DIVISION APPROVED 0 JUN, n,F r�sE TRS Ate ArsyI.� UA Revisions By GV rn N rn L9 O co LOC O i PON* CODm 00 C) 40 - CU m U 'S O U) U O 'II Z M LO d- co �-t O W O � O o a H ~0 Q��I Cho wmCd Q co w�Ixv° WW zL) W � W A � w � I 0 a Date Scale i 5 j6^• N V Drawn M.A. Sheet ;z L f snaats � I 3 GONG. PAD FOR MECH. UNIT +5" ABV. ADJACENT GROUND LEVEL 2 F3 FOUNDATION PLAN 5TRUGTURAL NOTE5: 1) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 6) PLUMBING, SPRINKLER, AND MECHANICAL SHEETS 5DI-5D3 FOR ADDITIONAL INFORMATION. SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS H1TH FRAMING 2) PROVIDE ANCHOR BOLT 51ZE AND 5PACIN6 PER SUBCONTRACTOR. SHEAR WALL SCHEDULE AND TYPICAL DETAILS. N r i) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, 3) RECOMMENDED SLAB SECTION: BEAM TO BEAM, P05T TO BEAM, AND P05T TO POST Ln CONN'S WITH (2) ST22 STRAPS MIN. AND A55 CLIPS A - 4" CONCRETE SLAB WITH #3 AT 15" O.C. U.N.O. PER PLAN AND DETAILS. con 5ECURELY LOCATED AT MID -DEPTH OF BLAB. O B - WATERPROOF MEMBRANE IN COMPLIANCE WITH 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND ON Pm* conrn ASTM E 1643 (DELETE AT EXTERIOR FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT ul SLABS) -SEE SOILS REPORT 1F APPLICABLE. TO THE ENGINEER OF RECORD. G - 4" FREE DRAINING MATERIAL-5EE SOILS REPORT Q40- IF APPLICABLE. 41) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL D - PROPERLY PREPARED 5U5612-ADE-5EE SOILS SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH REPORT IF APPLICABLE. 0 O DESIGNER. E - CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. 10) ALL EXPOSED FRAMING SHALL BE PRESSURE ^l W TREATED WITH TREATMENT PROCESS AND APPLICATION NOTE: CURING OF 5LA55 SHALL FOLLOW 6UIDELINE5 APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S PROVIDED BY THE AMERICAN CONCRETE INSTITUTE WRITTEN 6UIDELINE5. AND THE CALIFORNIA BUILDING CODE TO MINIMIZE M L0 5HRINKAOE GRACKIN6. 11.) PROVIDE METAL HANGER5 PER 41/501 A5 REG2UIRED, 4) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 0 C\2 UNLE55 NOTED OTHERWISE. W EXTERIOR WALL: 2X6 DF STUD AT I6 O.G. 12.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, o INTERIOR KALL5: 2X4 DF STUD AT 16" O.G. TABLE 2304,10.1, UNLESS NOTED OTHERWISE. 5) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. FI FI m FIS m F1.5 th LJ LJ LJ LJ L LJ -+-4" CONCRETE PORCH SLAB w/ FINISH PER OWNER SPEC. S ON GRADE (2500 PSI) o/ MIN 4" GLEAN GRAVEL. D2 I = REINFORCED W/ #4 BAR ® 18" Or. EA WAY OR '-I"L 1'-0t1 F1.5 PER 6/5D2, TYP. • r LJ I #3 BAR ® 12" O.G. EA HAY. TVP. ALL PORCHES TYP. O F- - — — — — — — — — — — — — ----------------- --- ------1 r-- --- N1001 --� ------ NONEARIN6 �� I I } 4 CONCRETE SLAB ON GRADE (2500 P51) 0/ I6 MIL. VAPOR RETARDER 0/ MIN 4" GLEAN _ INSTALL FLROUj I ( d1 D2 I GRAVEL. REINFORCED K/ #4 BAR ® 15" O.G. 0 ELECT. OUTLETS I I cl I I EA WAY OR #5 BAR ® 12" O.G. EA WAY. in PER OWNER f a'-6" GONG TYP. ALL PORCHES: I 4 �g'�� PORCH ( F5PORCH SLAB AT WALL F3 L ` I -2" BELOW HOUSE FIN. —\ } — — — 1 r — — — FIS I FLR. MAX. SLOPE PORCH l F5 `SS� - _ SLAB TO DRAIN } (� L— — — — — — ---I I I v e0 ko I R.O. FOR I 3' DR.ISO • I � � �� F1.5 r On 010 `�0 I O.H. } 1 i f � 15'-2" 22'-4" I I I I 3 I I © F3 SLOPE 6ARA&E GONG I SLAB TOWARDS DOORS I FOR DRAINA6E L — ) � I I I I i i I I I 3 } I D2 I I I I } I - -a f o L-------- — ------j 2 m FND. N r - r -(• ro-i LV • L +i 1.5 PER /SD2, TVP, 11 1 dl_0,11 i 1 11 Q•11 NOTE: GRADE LOT TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. 6 THE GRADE SHALL FALL A MINIMUM OF (b INCHES WITHIN THE FIRST 10 FEET. SECTION R401.3 NOTE: ANCHOR BOLTS SPECIFIED FOR A TKO POUR FOUNDATION. If I di- " — 11 GONG. PAD FOR MECH. UNIT +3" ABV. ADJACENT GROUND LEVEL 4'x4' GONG. STOOP Iia i -o„ Foundation Plan I II 00C)z-11I THESE PLANS HAVE BEEN PEN,*'EVVED FOR COMPLIANCE C?�-I_Y'<r'•,IITH THE ATTACHED t�U t UPAL CALCULATIONS ,t vim, .�r..,��' # �'S.'�•``. ,p,.R'S 1/411 = 11-011 Garage Floor Plan- Revisions By N r 0) N 0) Ln 0 M con O ON Pm* conrn W ul .WE Q40- 0 O v ^l W D Z M L0 C0 .-t 0 C\2 W � o o F ---I E ... Z ens 0 oQ�Q� z5 4-4 � Gii U � W A w � o � z to E- 0 a Date 6-2_I1 Scale SHOV4N Drawn M.A. Sheet 3 Of ! Sheets Ji- 1'11111 1 SEC T (®N A/4 MINIMUM R-58 INSUL. a ATTIC +i4'-4" HEADER CLERESTORY --. WDHS. PER FLR. PLAN 12 --'� 12 \� 6 PRE -MFR. Tt?USS o24110.0.- 41 24"O.G.----- 41 12 85 WOOD CEILIN& +10'-0 ARCH a KITCHEN 2x6 EXTERIOR STUD WALLS TYP., U.O.N. 1/2" GYP. BD. a WALLS R -I5 INSUL. a WALLS SEE FOUNDATION PLAN SET I ON E314 12 3 F " CEILING BD., TYP. 2x6 EXTERIOR STUD WALLS TVP., U.D.N. 1/2" GYP. BD. a HALLS R-15 INSUL. a HALLS SEE FOUNDATION PLAN SECT! ON G14 PRE -MFR. TRUSS a 24" O.C. MINIMUM R-58 iNSUL. e ATTIC 2x4 INTERIOR STUD HALLS TVP., U.D.N. SEE ROOF PLAN FOR GUTTER. SEE EXTERIOR ELEV. FOR SIDING PLYWOOD SOFFITS TYPICAL. (PROVIDE ALT. 51D FOR T46 J"40OCEE ROOF PLAN FOR (SUTTER. EXTERIOR ELEV. SIDING SEE ROOF PLAN FOR ROOF COVERING NOTE: SIDING, TRIM TO MATCH NOTES OF SOUTH ELEVATION. WEST CULTURED STONE VENEER BY ELDORADO STONE OR EQUAL. VERIFY SELECTION w/ DE516NER. INSTALL PER MFR. SPEC5. AND PER HATER RESI5TIVE BARRIER NOTE ON TH15 SHEET. NOTE: SiDING, TRIM TO MATCH NOTES OF SOUTH ELEVATION. NORTH WATER-RE515TIVE BARRIER NOTE: A water -resistive barrier of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches Where joints occur, felt shall be lapped not less than 6". The felt or other approved material shalt be continuous to the top of wails and terminated at pene- trations 4 building appendages in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior veneer and a mens of drolning to the exterior water that enters the assembly. Protection against condensation in the exterior wail assembly shalt be provided in accordance with the California Energy Code. Moreover, water -resistive barriers shall be installed where applied over wood -based sheathing, shall include a water - resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. Sold flashing shall be applied shingle-foshlon in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. Flvid-applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shalt extend to the surface of the exterior waif finish or to the water -resistive barrier complying with Section 705.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: I.I. The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the fenestration manufacturer's instructions, In accordance with the f lashing manufacturer's instructions. Hhere flashing Instructions or details are not provided, pan Flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Openings using pan f lashing shat I incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.5. in accordance with other approved methods. 2. At the intersection of chimneys or other masonry construction w/ frame or stucco Halls, with pro- jecting lips on both sides under stucco copings. 5. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Hhere exterior porches, decks or stairs attach to a wolf or floor assembly of wood -frame Construction. 6. At Holt and roof intersections. 7. At built-in gutters. Finally a corrosion -resistant screed or flashing of a minimum 26 -gage galvanized H1th a minimum vertical attachment flonge of 5.5 inches shall be installed to extend a minimum of I inch below the foundation plate tine on exterior stud walls in accordance with above. SU'L �N C®UN, fA G DIVeS10 "'Poo V��Jj ori CU N C r�; ✓.i � .qE y NOTE: SIDING, TRIM TO MATCH NOTES OF SOUTH ELEVATION. EAST COMPOSITION SHINGLE ROOF PER ROOF PLAN T11 b" TRIM AT ALL DOORS 4 WINDOWS. 4" TRIM AT ALL VENT OPN65. Nil CULTURED STONE VENEER BY ELDORADO STONE OR EQUAL. VERIFY SELECTION w/ DESIGNER. INSTALL PER MFR. SPECS. AND PER WATER RESISTIVE BARRIER NOTE ON THIS SHEET. -6x10 LOOK OUTS w t f,€ pry a 4x6 KNEE BRACE Ate.CIA SUPPORTS, TYP. 2x8 BARGE FASCIA, TYPICAL 1 7" FA5CiA &UTTERS o/ 2X FASCIA AT ALL EAVES SOUTH GEMENT BD. SIDIN6 w/ GEMENT BD. IX4 BATTENS OVER a 16" O.G. INSTALL UNDERLAYMENT MEETIN6 SIDIN6 MFR. SPECS. AND SEG. R705.2 I,B:: _ —Ol: Exterior Elevations --- 21 L11 Revisions By N T_ C) C) N C3? O C'7 LO 1 -- COD c 0 • 'NW1; 00 0) ,c6 L ISI C.) vi O +.: v 0 72 3 M et co 0 C\2 w O C\i o a H t��D0Z co 4 QO�A18� �44H2 MCO WY) W ZU Q z F ­i coI LO E- 0 Date b-2-17 Scale SHOWN Drawn M.A. Sheet AIM _. _. Of ! Sheets CALIFORNIA BUILDING EFFICIENCY STANDARDS REG2UIRE5 MECHANICAL VENTILATION FOR RESIDENTIAL UNITS AS FOLLOWS: I. KITCHEN VENTILATION - THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MINIMUM VENTILATION RATE OF 100 CFM AND A N015E RATING OF LESS THAN 50NE 3. THE FAN SHALL BE DUCTED TO THE OUT5IDE w/ A MINIMUM 3" ROUND SMOOTH DUCT OF LESS THAN 55' IN LENGTH AND (2) ELBOWS OR FITTIN65. 2. BATHROOM VENTILATION - EACH BATHROOM, EXCEPT AS NOTED BELOW IN NOTE 3 SHALL HAVE AN EXHAUST FAN w/ A MINIMUM VENTILATION RATE OF 50 CFM AND A NOISE RATING OF LESS THAN SONE 3. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 3" ROUND SMOOTH DUCT OF LE55 THAN 15' IN LENGTH AND (2) ELBOW5 OR FITTIN65. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID5TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. THE DUGTIN6 FOR THE EXHAUST FANS SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2, TABLE '1.1 SEE TABLE BELOW. 3. WHOLE BUILDING VENTILATION - AT LEAST ONE OF THE REQUIRED BATHROOM EXHAUST FANS NOTED ABOVE SHALL MEET THE FOLLOWING SPECIFICATIONS AS DETERMINED IN THE CALCULATION PROVIDED: + MINIMUM 60 CFM. + 50NE RATIN& OF I + THE EXHAUST FAN CAN BE CONTROLLED BY A STANDARD ON/OFF SWITCH, BUT THE SWITCH MUST BE LABELED TO INFORM HOME OCCUPANTS THAT IT 15 THE WHOLE-15UILDIN6 VENTILATION EXHAUST FAN THAT 15 INTENDED TO OPERATE CONTINUOUSLY. TH15 EXHAUST FAN 15 REQUIRED TO BE RATED FOR SOUND AT A MAXIMUM OF I SONE. GFM = CONDITIONED FLOOR AREA/100 + 1.5(NUMBER OF BEDROOMS + 1) GFM = 24142/100 +"7.5(5+1) CFM = 241.42 + 30 CFM = 501.42 + THE DUCTING FOR THE EXHAUST FAN SHALL BE 51ZED ACGORDIN6 TO ASHRAE STANDARD 62.2, TABLE 1.t TART F -1 i niir_-r r -i7 ,- O=,00ni 1L7Cf.il�t.lr� c.�vrlCsuZ:; I IUN QnQ V=NTILATION -AIR NOTE IF THE OAS WATER HEATER 15 INSTALLED IN A CONFINED SPACE SUCH A5 A CABINET OR 01-05ET (CONFINED SPACE IS ONE HAVIN6 A VOLUME OF LE55 THAN 50 CUBIC FEET PER 1000 Btuh OF THE AGGREGATE INPUT OF THE WATER HEATER WITHIN THAT SPACE), AIR MUST BE SUPPLIED THROUGH TWO PERMANENT OPENINGS OF EQUAL AREA. ONE IS TO BE LOCATED WITHIN 12" ABOVE THE FLOOR AND THE OTHER 15 TO BE LOCATED WITHIN 12" FROM THE GEILIN&. THE MINIMUM NET FREE AREA OF EACH OPENING MUST NOT BE LE55 THAN ONE SQUARE INCH PER 1000 Btuh OF THE TOTAL. INPUT RATING OF THE OAS WATER HEATER IN THE ENCLOSURE (BUT NOT LE55 THAN 100 SQUARE INCHES), IF EACH OPENING COMMUNICATES WITH OTHER UNCONFINED AREAS INSIDE THE BUILDING. IF PROVIDING AIR FROM OUTDOORS - INLET AIR FROM A VENTILATED CRAWL SPACE AND OUTLET AIR TO A VENTILATED ATTIC CAN BE USED. COMBUSTION AIR DUCTS SHALL BE MADE OF 6ALV. STEEL. DUCTS TERMINATING IN ATTIC SHALL TERMINATE ABOVE INSULATION AND SHALL NOT BE SCREENED. DUCTS SHALL NOT CONTAIN DAMPERS. IF THE INLET DUCT OPENING WHICH SUPPLIES COMBUSTION AIR 15 TO BE COVERED WITH A PROTECTIVE SCREEN OR GRILL THE NET FREE AREA (OPNG5. IN THE MATERIAL) OF THE COVERIN6 MATERIAL MUST BE USED IN DETERMININ6 THE SIZE OF THE OPENIN65. PROTECTIVE SCREENING FOR THE OPENINGS MUST NOT BE SMALLER THAN 1/4" MESH TO PREVENT CL0651N6 BY LINT OR OTHER DEBRIS. VENTILATION DUCTS TO ATTICS AGAIN, SHALL NOT BE SCREENED. TOTAL Btu's / 1000 X 50 = MIN. CU. FT. OF ROOM SIZE 55,000 Btu/'hr BBQ Aft 24' 1 3/411 180,000 0-24'-1" Btu/hr 11/4" WATER HEATER (TANK LE55) 3/411_0 100,000 180,000 12' Btu/hr Btu/hr RANGE V4ATER HEATER I Il4" 20 (TANK LE55) 3/411 '10,000-24'-3/4'-- Btu/hr 3/411 FURNACE 1 1/4" 20 010,000 35,000 28 1/8" Btu/hr Btu/hr FURNACE CLOTHE5 DRYER I 1 1 1/2" 1 x 5A5 METER SAS FIFE SGHDMATIG NOT TO SCALE ®Q =16 Wv J N fl - 04I tVPOCKET BM. -_- INTO WALL TYP. M5TA36 STRAP EXT. POSTS BEAM -to -BEAM q 0 PORCHES, TYP. SD2 318" DIA. THREADED ROD (b ROD5 PER F.A.U.) 1-5/8" x 1-5/80- 12 &A. UNISTRUT �QROrtSSIp�Y C. 48 88 Z m CML. ��P OF CAUF c4olu_[ r) THESE PLANS HAVE SEEN REVEVED FOR COMPLIANCE ON!_Y VVITH THE ATTACHED I I/8" x 1 1/8" ANGLE w/ S',,;R1L CALCULATIONS (2) 1/4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRUSS, TYPICAL. -.A.u. \-- 16 GA. TIE WIRE SEISMIC RESTRAINTS IN (4) DIRECTIONS PER ROOF PLAN. ATTACH TO FAU CASE AND ROOF FRAMING w/ (1) #8 x 3/4" HEX HEAD. F.A.U. MOUNTI NO 3/4" = 11_011 ALONG DRAG a - J I _��-j 6xlo D.F #f BM. ROOF PLAN STRUCTURAL NOTES: TRUSS, TYPICAL t - q�+��------- -- I) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 1bx& w1 i SHEETS SDI -503 FOR ADDITIONAL INFORMATION. D3 PG2, 2'-O"L FIRE PLACE N TYP. E 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, CHIMNEY w1 OVER FRAMIN6 a r TECO, OR PITT5BUROH RATED SHEATHING, SPAN a VALLEY FILL PER �r SPARK ; - - RATIN6 32116, EXPOSURE 1 STRUCTURAL PANELS, a ARRESTOR 2/SD3, TYICAL. /4NOH. TYP. APPLIED WITH LON6 DIMEN51ON ACRO55 SUPPORTS D3 GABLE END AND ADJACENT PANELS STAGGERED WITH 4' END5 O OFFSET 4'. EDGE NAIL WITH 8d COMMON OR ATTIC MOUNTED FAU.EQUIVALENT (0.131" DIA X 2 1/2") AT b" O.G. AT SEE DET. 1/5 FOR a - O iN _ - - I i ALL PANEL ED6E5, BOUNDARIE5, 6ABLE ENDS, MOUNTING DETAILS. r SHEET MET. 01 N _ N p BLOCKING AND WHERE INDICATED ON PLAN. FIELD ALSO SEE ROOF PLAN ° 8 CRICKET r' NOTE 6 FOR WORK ° 11 D3 O' - NAIL AT 12" O.C. PROVIDE 118" GAP AT ALL PANEL >< O1 }. w p ED&E5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SPACE REQUIREMENTS. w w O, SIM. a 24" O.H. ® SLOPE ROOFS PROVIDE (i) PANEL CLIP MIN. BETWEEN Oi &ABLE ENDS, SUPPORTS AT ABUTTING PANEL EDGES. � TYPICAL SALOON FRAME WALL k e 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY lD i w4 N PER FLR. PLAN 1(y 1 O : (� OTHERS. M5TA36 w -- ° 1012 - STRAP O a �T? U U Sl 41 5 m - 4 TYPICAL s U U p3 p3 � MSTA3b � {y J L HEADER BELOW SHALL BE: eT w r - - ---_-- - 6X8 DF -L #2 UNO. DRAG 1500# _ m 6x12 D.F. 5 1/2" x 25 1/2" 24F -V4 6LB N - " -- 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER OH. as x sc• r _ _ D3 N 1 ATne, K I - ------ ------------------- %----- ----- DRAG 1000# TRU55 BEARING POINTS AND CONTINUE IN WALL TO ---- � ------------------- - ------ --- ------ FOUNDATION. tf) '"`�6 �I #2 BM. ---6 SHEAR ENTIRE WALL ABY. 1 u 11 6) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM DRA6A PER 5GHED. 10/SD2 x 5 TYPICAL EXT. BEAM TO BEAM, BEAM TO POST, AND POST TO POST z 1 1 p3 POCKET BM. WALL HDR. I! (UNDER OVER FRAMING) GONN'5 WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, � INTO WALL '� D3 U.N.O. PER PLAN AND DETAILS. MSTA36 DRAG 6 00# � 6x6 w/ STRAP 6x8 D.F. #2 BM. LPC2, TYP. 1) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5 DRAFT STOP TO THE ENGINEER OF RECORD. D3 AT ATTIC PER FLOOR PLAN 6) VERIFY ALL ELEVATION5, 5TEP5, DIMENSIONS, RAKE ,4RGHITEGTURAL ROOF PLAN NOTES: BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. J (6 iU 12 6: 12 I.) ROOF PITCH SHALL BE: A5 SHOWN 6.) ATTIC MOUNTED F.A.U. PROVIDE SERVICE L16HT w/ SWITCH ® q, ALL � ) EXPOSED FRAMING SHALL BE PRESSURE d 2.) ROOF O.H. SHALL BE AS SHOWN. ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET a UNIT. TREATED WITH TREATMENT PROCESS AND APPLICATION % 3) ROOF COVERING SHALL BE: COMPOSITION SHINGLE PROVIDE 30" WIDE CATWALK FROM ACCESS HOLE TO PLAT- APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S IIt 1.. ROOF 01 ROOF PLY PER "ROOF PLAN STRUCTURAL FORM WITH PROVIDING NOT LE55 THAN 30" IN DEPTH, WIDTH WRITTEN GUIDELINES. INtNOTES" NOTE 2 LOCATED ON THIS SHEET. AND HE16HT OF WORKIN6 SPACE ® UNIT. PLATFORM SHALL 4) HEADERS SHALL BE AS SHOWN. Q r �IArM OH. O 5.) PROVIDE NET FREE VENTILATION TO THE ENTIRE ATTIC SHALL BE CONSTRUCTED OF 3/4" PLYWOOD SECURED TO 10.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER � k IA" 6 -V AREA OF 11300 (1 50. FT. VENTILATION PER 300 5Q. FT. TRUSSES USING CONT. BLOCKING AND 1(6d COMMON NAILS. AS TRUSS DE516N5 BECOME AVAILABLE FROM TRUSS L �� MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED m D3 OF ATTIC AREA) PROVIDED THE FOLLOWING CONDITION b,j PROVIDE AND INSTALL CONT./SEAMLESS 1" FASCIA CUTTER TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD x 15 MET: AT LEAST 40% AND NOT MORE THAT 50% OF o/ 2X FASCIA, TYPICAL. AND BUILDIN6 DEPARTMENT APPROVAL PRIOR TO N MSTC40 THE REQUIRED VENTILATING AREA 15 PROVIDED By STRAP VENTILATORS LOCATED IN THE UPPER PORTION OF THE CONSTRUCTION. q) WHERE OCCURS INSTALL CORRO5ION-RE515TANT FLASHING 24" O.H. NO MORE THAN 3 FT. BELOW THE RIDGE OR H r ATTIC SPACE. UPPER VENTILATORS SHALL H IGHEST LOCATED APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENRTY 11) CONTRACTOR TO VERIFY THE LOCATION AND LOADING i ® OF WATER INTO THE BUILDIN6 STRUCTURAL FRAMING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. CABLE ENDS, POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE TYPICAL BALANCE OF THE REQUIRED VENTILATION PROVIDED BY COMPONENTS. FLASHING SHALL EXTEND TO THE SURFACE OF IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY N EAVE OR CORNICE VENTS. WHERE THE LOCATION OF THE EXTERIOR WALL SURFACE PER SEC. R'703.4 DISCREPANCIES. ry WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE M O INSTALLATION OF UPPER VENTILATORS, INSTALLATION 12) PROVIDE METAL HANGERS PER 1/5DI AS REQUIRED, Q O° 0 MORE THAT 3 FT. BELOW THE RIDGE OR HIGHEST POINT UNLESS NOTED OTHERWISE. �i Oa O OF THE SPACE SHALL BE PERMITTED. 13.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN !L ATTIC AREA OVER LiViN& AND BACK PORCH: 3'715 SQ. FT. COMPLIANCE WITH 2016 CBG FASTENING SCHEDULE, cC14 a A 3115/300=12.3 SQ. FT. OF NFVA REOUIRED TABLE 2304.10.1, UNLE55 NOTED OTHERWI5E 50. FT. REQUIRED BOTH HIGH AND LOW y Nbill(6.IXI44=618 SQ. IN. REOUIRED BOTH HIGH AND LOW) 1�.1 1r=tiles., x - _U:-�Fj Q 6 ATTIC AREA OVER GARAGE: 1412 50. FT. 1412/300=4.1 50. FT. OF NFVA REQUIRED 4.1/2=2.35 50. FT. REQUIRED BOTH HIGH AND LOW (2.35444=336 SQ. IN. REQUIRED BOTH H16H AND LOW) T R , AN, ASOCIAS r �V cV ATTIC AREA OVER FRONT PORCH: 460 50. FT. 4601300=1.6 SQ. FT. OF NFVA REQUIRED BUTTE COUNTY 1.6/2=.08 50. FT. REQUIRED BOTH 1416H AND LOW BUILDING DIVISION (1.6X144=230 SQ. IN. REQUIRED BOTH HIGH AND LOW) APPROVED 118" _ x:_0:1 hoof ran Revisions By N r rn O N rn LO r O M L-0 COO c emir 0 00 C 00 rn .E L f ISI U u; tl� v 0 z M Ln It .- 1 co .--t v -I DUCT TYPE FLEX DUCT SMOOTH DUCT FAN RATIN&54 (cfm ® 0.25 In W.C.) 80 100 125 50 80 100 125 Q MAXIMUM ALLOWABLE DUCT LENGTH (ft) DIAMETER, (IN.) FLEX DUCT SMOOTH DUCT 3 X X X X 3 X X X 4 10 3 X X 105 35 5 X 5 NL 10 35 20 NL 135 85 55 6 NL NL 125 415 NL NL NL 145 1 and above NL NL NL NL NLT_ - NL NL NL TH15 TABLE ASSUMES NO ELBOW5. DEDUCT 15 ft. OF ALLOWABLE DUCT LENGTH FOR EACH TURN, ELBOW, OR FITTING. NL = NO LIMIT ON DUCT LENGTH OF TH15 SIZE. X = NOT ALLOWED, ANY LENGTH OF DUCT OF THIS SIZE WITH ASSUMED TURNS, ELBOWS, FITTINC75 WILL EXCEED THE RATED PRESSURE DROP. W.G. = WATER COLUMN c.�vrlCsuZ:; I IUN QnQ V=NTILATION -AIR NOTE IF THE OAS WATER HEATER 15 INSTALLED IN A CONFINED SPACE SUCH A5 A CABINET OR 01-05ET (CONFINED SPACE IS ONE HAVIN6 A VOLUME OF LE55 THAN 50 CUBIC FEET PER 1000 Btuh OF THE AGGREGATE INPUT OF THE WATER HEATER WITHIN THAT SPACE), AIR MUST BE SUPPLIED THROUGH TWO PERMANENT OPENINGS OF EQUAL AREA. ONE IS TO BE LOCATED WITHIN 12" ABOVE THE FLOOR AND THE OTHER 15 TO BE LOCATED WITHIN 12" FROM THE GEILIN&. THE MINIMUM NET FREE AREA OF EACH OPENING MUST NOT BE LE55 THAN ONE SQUARE INCH PER 1000 Btuh OF THE TOTAL. INPUT RATING OF THE OAS WATER HEATER IN THE ENCLOSURE (BUT NOT LE55 THAN 100 SQUARE INCHES), IF EACH OPENING COMMUNICATES WITH OTHER UNCONFINED AREAS INSIDE THE BUILDING. IF PROVIDING AIR FROM OUTDOORS - INLET AIR FROM A VENTILATED CRAWL SPACE AND OUTLET AIR TO A VENTILATED ATTIC CAN BE USED. COMBUSTION AIR DUCTS SHALL BE MADE OF 6ALV. STEEL. DUCTS TERMINATING IN ATTIC SHALL TERMINATE ABOVE INSULATION AND SHALL NOT BE SCREENED. DUCTS SHALL NOT CONTAIN DAMPERS. IF THE INLET DUCT OPENING WHICH SUPPLIES COMBUSTION AIR 15 TO BE COVERED WITH A PROTECTIVE SCREEN OR GRILL THE NET FREE AREA (OPNG5. IN THE MATERIAL) OF THE COVERIN6 MATERIAL MUST BE USED IN DETERMININ6 THE SIZE OF THE OPENIN65. PROTECTIVE SCREENING FOR THE OPENINGS MUST NOT BE SMALLER THAN 1/4" MESH TO PREVENT CL0651N6 BY LINT OR OTHER DEBRIS. VENTILATION DUCTS TO ATTICS AGAIN, SHALL NOT BE SCREENED. TOTAL Btu's / 1000 X 50 = MIN. CU. FT. OF ROOM SIZE 55,000 Btu/'hr BBQ Aft 24' 1 3/411 180,000 0-24'-1" Btu/hr 11/4" WATER HEATER (TANK LE55) 3/411_0 100,000 180,000 12' Btu/hr Btu/hr RANGE V4ATER HEATER I Il4" 20 (TANK LE55) 3/411 '10,000-24'-3/4'-- Btu/hr 3/411 FURNACE 1 1/4" 20 010,000 35,000 28 1/8" Btu/hr Btu/hr FURNACE CLOTHE5 DRYER I 1 1 1/2" 1 x 5A5 METER SAS FIFE SGHDMATIG NOT TO SCALE ®Q =16 Wv J N fl - 04I tVPOCKET BM. -_- INTO WALL TYP. M5TA36 STRAP EXT. POSTS BEAM -to -BEAM q 0 PORCHES, TYP. SD2 318" DIA. THREADED ROD (b ROD5 PER F.A.U.) 1-5/8" x 1-5/80- 12 &A. UNISTRUT �QROrtSSIp�Y C. 48 88 Z m CML. ��P OF CAUF c4olu_[ r) THESE PLANS HAVE SEEN REVEVED FOR COMPLIANCE ON!_Y VVITH THE ATTACHED I I/8" x 1 1/8" ANGLE w/ S',,;R1L CALCULATIONS (2) 1/4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRUSS, TYPICAL. -.A.u. \-- 16 GA. TIE WIRE SEISMIC RESTRAINTS IN (4) DIRECTIONS PER ROOF PLAN. ATTACH TO FAU CASE AND ROOF FRAMING w/ (1) #8 x 3/4" HEX HEAD. F.A.U. MOUNTI NO 3/4" = 11_011 ALONG DRAG a - J I _��-j 6xlo D.F #f BM. ROOF PLAN STRUCTURAL NOTES: TRUSS, TYPICAL t - q�+��------- -- I) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 1bx& w1 i SHEETS SDI -503 FOR ADDITIONAL INFORMATION. D3 PG2, 2'-O"L FIRE PLACE N TYP. E 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, CHIMNEY w1 OVER FRAMIN6 a r TECO, OR PITT5BUROH RATED SHEATHING, SPAN a VALLEY FILL PER �r SPARK ; - - RATIN6 32116, EXPOSURE 1 STRUCTURAL PANELS, a ARRESTOR 2/SD3, TYICAL. /4NOH. TYP. APPLIED WITH LON6 DIMEN51ON ACRO55 SUPPORTS D3 GABLE END AND ADJACENT PANELS STAGGERED WITH 4' END5 O OFFSET 4'. EDGE NAIL WITH 8d COMMON OR ATTIC MOUNTED FAU.EQUIVALENT (0.131" DIA X 2 1/2") AT b" O.G. AT SEE DET. 1/5 FOR a - O iN _ - - I i ALL PANEL ED6E5, BOUNDARIE5, 6ABLE ENDS, MOUNTING DETAILS. r SHEET MET. 01 N _ N p BLOCKING AND WHERE INDICATED ON PLAN. FIELD ALSO SEE ROOF PLAN ° 8 CRICKET r' NOTE 6 FOR WORK ° 11 D3 O' - NAIL AT 12" O.C. PROVIDE 118" GAP AT ALL PANEL >< O1 }. w p ED&E5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SPACE REQUIREMENTS. w w O, SIM. a 24" O.H. ® SLOPE ROOFS PROVIDE (i) PANEL CLIP MIN. BETWEEN Oi &ABLE ENDS, SUPPORTS AT ABUTTING PANEL EDGES. � TYPICAL SALOON FRAME WALL k e 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY lD i w4 N PER FLR. PLAN 1(y 1 O : (� OTHERS. M5TA36 w -- ° 1012 - STRAP O a �T? U U Sl 41 5 m - 4 TYPICAL s U U p3 p3 � MSTA3b � {y J L HEADER BELOW SHALL BE: eT w r - - ---_-- - 6X8 DF -L #2 UNO. DRAG 1500# _ m 6x12 D.F. 5 1/2" x 25 1/2" 24F -V4 6LB N - " -- 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER OH. as x sc• r _ _ D3 N 1 ATne, K I - ------ ------------------- %----- ----- DRAG 1000# TRU55 BEARING POINTS AND CONTINUE IN WALL TO ---- � ------------------- - ------ --- ------ FOUNDATION. tf) '"`�6 �I #2 BM. ---6 SHEAR ENTIRE WALL ABY. 1 u 11 6) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM DRA6A PER 5GHED. 10/SD2 x 5 TYPICAL EXT. BEAM TO BEAM, BEAM TO POST, AND POST TO POST z 1 1 p3 POCKET BM. WALL HDR. I! (UNDER OVER FRAMING) GONN'5 WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, � INTO WALL '� D3 U.N.O. PER PLAN AND DETAILS. MSTA36 DRAG 6 00# � 6x6 w/ STRAP 6x8 D.F. #2 BM. LPC2, TYP. 1) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5 DRAFT STOP TO THE ENGINEER OF RECORD. D3 AT ATTIC PER FLOOR PLAN 6) VERIFY ALL ELEVATION5, 5TEP5, DIMENSIONS, RAKE ,4RGHITEGTURAL ROOF PLAN NOTES: BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. J (6 iU 12 6: 12 I.) ROOF PITCH SHALL BE: A5 SHOWN 6.) ATTIC MOUNTED F.A.U. PROVIDE SERVICE L16HT w/ SWITCH ® q, ALL � ) EXPOSED FRAMING SHALL BE PRESSURE d 2.) ROOF O.H. SHALL BE AS SHOWN. ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET a UNIT. TREATED WITH TREATMENT PROCESS AND APPLICATION % 3) ROOF COVERING SHALL BE: COMPOSITION SHINGLE PROVIDE 30" WIDE CATWALK FROM ACCESS HOLE TO PLAT- APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S IIt 1.. ROOF 01 ROOF PLY PER "ROOF PLAN STRUCTURAL FORM WITH PROVIDING NOT LE55 THAN 30" IN DEPTH, WIDTH WRITTEN GUIDELINES. INtNOTES" NOTE 2 LOCATED ON THIS SHEET. AND HE16HT OF WORKIN6 SPACE ® UNIT. PLATFORM SHALL 4) HEADERS SHALL BE AS SHOWN. Q r �IArM OH. O 5.) PROVIDE NET FREE VENTILATION TO THE ENTIRE ATTIC SHALL BE CONSTRUCTED OF 3/4" PLYWOOD SECURED TO 10.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER � k IA" 6 -V AREA OF 11300 (1 50. FT. VENTILATION PER 300 5Q. FT. TRUSSES USING CONT. BLOCKING AND 1(6d COMMON NAILS. AS TRUSS DE516N5 BECOME AVAILABLE FROM TRUSS L �� MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED m D3 OF ATTIC AREA) PROVIDED THE FOLLOWING CONDITION b,j PROVIDE AND INSTALL CONT./SEAMLESS 1" FASCIA CUTTER TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD x 15 MET: AT LEAST 40% AND NOT MORE THAT 50% OF o/ 2X FASCIA, TYPICAL. AND BUILDIN6 DEPARTMENT APPROVAL PRIOR TO N MSTC40 THE REQUIRED VENTILATING AREA 15 PROVIDED By STRAP VENTILATORS LOCATED IN THE UPPER PORTION OF THE CONSTRUCTION. q) WHERE OCCURS INSTALL CORRO5ION-RE515TANT FLASHING 24" O.H. NO MORE THAN 3 FT. BELOW THE RIDGE OR H r ATTIC SPACE. UPPER VENTILATORS SHALL H IGHEST LOCATED APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENRTY 11) CONTRACTOR TO VERIFY THE LOCATION AND LOADING i ® OF WATER INTO THE BUILDIN6 STRUCTURAL FRAMING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. CABLE ENDS, POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE TYPICAL BALANCE OF THE REQUIRED VENTILATION PROVIDED BY COMPONENTS. FLASHING SHALL EXTEND TO THE SURFACE OF IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY N EAVE OR CORNICE VENTS. WHERE THE LOCATION OF THE EXTERIOR WALL SURFACE PER SEC. R'703.4 DISCREPANCIES. ry WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE M O INSTALLATION OF UPPER VENTILATORS, INSTALLATION 12) PROVIDE METAL HANGERS PER 1/5DI AS REQUIRED, Q O° 0 MORE THAT 3 FT. BELOW THE RIDGE OR HIGHEST POINT UNLESS NOTED OTHERWISE. �i Oa O OF THE SPACE SHALL BE PERMITTED. 13.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN !L ATTIC AREA OVER LiViN& AND BACK PORCH: 3'715 SQ. FT. COMPLIANCE WITH 2016 CBG FASTENING SCHEDULE, cC14 a A 3115/300=12.3 SQ. FT. OF NFVA REOUIRED TABLE 2304.10.1, UNLE55 NOTED OTHERWI5E 50. FT. REQUIRED BOTH HIGH AND LOW y Nbill(6.IXI44=618 SQ. IN. REOUIRED BOTH HIGH AND LOW) 1�.1 1r=tiles., x - _U:-�Fj Q 6 ATTIC AREA OVER GARAGE: 1412 50. FT. 1412/300=4.1 50. FT. OF NFVA REQUIRED 4.1/2=2.35 50. FT. REQUIRED BOTH HIGH AND LOW (2.35444=336 SQ. IN. REQUIRED BOTH H16H AND LOW) T R , AN, ASOCIAS r �V cV ATTIC AREA OVER FRONT PORCH: 460 50. FT. 4601300=1.6 SQ. FT. OF NFVA REQUIRED BUTTE COUNTY 1.6/2=.08 50. FT. REQUIRED BOTH 1416H AND LOW BUILDING DIVISION (1.6X144=230 SQ. IN. REQUIRED BOTH HIGH AND LOW) APPROVED 118" _ x:_0:1 hoof ran Revisions By N r rn O N rn LO r O M L-0 COO c emir 0 00 C 00 rn .E L f ISI U u; tl� v 0 z M Ln It Date Scale SHOWN Drawn JET M.A.A Sheet 15 Of , sl>wts .- 1 co .--t v -I O C\2 W O Q z C � �D �r1) Zz U)G � O a0p�Cd Z �i4-4 U WU) ZU W 0 � A U) I LO 0 1-41 Date Scale SHOWN Drawn JET M.A.A Sheet 15 Of , sl>wts A/C CONDEN51 N6 UNIT 220V. ri WP 6FI:A TANKLE55 6A5 WATER HEATER W CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HI 6714 THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING w/o PUMP A5515TANGE. LI&HT FIXTURE AT \ SHOWER SHALL BE � SUITABLE FOR DAMP f L M�ECTRICAL SYMBOLS '\, SINGLE POLE SWITCH ,�I311 THREE WAY 5WITGH t f fD RHEOSTAT 5WITGH 11 fT TIMER SWITCH tms MANUAL MOTION SENSOR + DUPLEX REGEPT. 220 VOLT OUTLET Ii Q!t DUPLEX SPLIT WIRED QUAD. RECEIPT. ® FLOOR OUTLET GLC. MTD. FIXT. i" RECESSED CLO. FIXT. r, 1 -.- WALL MTD. FIXTURE / l �j WALL SCONCE I }----( UNDER CABINET LI6HTiN6 CEILING FAN i EXHAUST FAN l GMD 110v CARBON MONOXIDE 't Q ALARM w/ BATTERY BACKUP 110 V. SMOKE DETECTOR ` Q PHONE, TV, COMM. 1 '/ 7-- RACEWAY STUB L16HT FIXTURE AT 5HO1^IER SHALL BE SUITABLE FOR DAMP LOCATION.El Do\ F%1 , ( 22oV GF1 ' F1 OF + 1- 71ATTIC }C } SEE E GTRIGAL N0T1-5 11 4 12. LOCATION. LI6HT FIXTURES o/ TUB SHALL BE PqP /' _ _ __------------ �- SUITABLE FOR _ 1 �/' 6FI DAMP LOCATION. <Sr NOTE: PRO` FOR D15HK M. WAVE 11 -� FI n 00 00 I6FI 6FI 1 6F l r r. 56 ��N_NMF1 m71F73 <0: } ISP05ALCis � } } } INSTALL FLOORI I \ / } } } I I } I OUTLET PER OWNOR \ 1 - Ai rT------1-T-- - 7----- --- ATTIC -T----- -{ r ,/' 1 I �I SEEIEL NOTES I I - 11 -------__ ------1-1-------1----1-I-------1 L ----so - Ir WP `N11-l6WFI OF 09- ❑ ❑ ❑ 6F1 6Fi , J l OUTLET FOR GAR. / f i DOOR OPENER L- - -- t ELECTRIC VEHICLE (EV) RACEWAY STUB LOCATION PER ELECTRICAL NOTE rt. VERIFY LOCATION ` w/ OWNER. LU i < J z ,\ NOTE: AUTOMATED &ARA&E DOOR OPENERS SHALL BE L15TED IN ACCORDANCE WITH t U.L.525 6 SEG. 50q.4 (HEALTH AND SAFTEY f GODS 198G10 4 IQSgI OUTLET FOR GAR. ' I i I DOOR OPENER - OF , NOTE: ELECTRICAL PANEL AND W15 -PANEL GROUNDING SHALL COMPLY w/ CEG ARTICLE 250-32. PROVIDE 1 SEPARATE 6ROUNDIN6 WIRE TO EACH PANEL FROM MAIN ELECTRICAL SERVICE ENRTANGE PANEL. j 6FI 200 AMP ELECTRICAL a i • Ni EAS METER FE -1 WP GFI 0CONDEN A/CV N& UNIT 22OV. LIGHT FIXTURE AT SHOWER SHALL BE SUITABLE FOR DAMP LOCATION. TANKLE55 GAS WATER HEATER W CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGH THAN THE 5A5E OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINiN6 w/o PUMP ASSISTANCE. MECHANICAL ROOM SHALL BE EGU IPED W A GATE& ORY I I I OR IV VENT, OR A TYPE B VENT w/ STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND ROOM SPACE. ELECTRiCAL NOTES: By I. NEW L16HTIN6 SHALL MEET THE FOLLOWING: Internally illuminated address signs. ,"Htgh Efficacy Light Sources, To qualify as a JAS high efficacy light source for compliance with 150.0(k), a Internally illuminated address signs must comply with ? 140.5; or must consume no more than 5 watts of determined power as determined according to ? 130.0(c). residential light source must be certified to the Energy Commission according to Reference Joint Appendix JAS. Residential 6arogefor Eight or More Vehicles. Luminaire Efficacy: All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Lighting for residential parking garages for eight or more vehicles must comply with the appNcable requirements for nonresidential garages in ?? 110.9, 130.0, 150.1, 130.4, 140b, and 141.0. Recessed Downtight Luminaires in Collins: the for: insulation (IC) interior Common Aroas of Low-rise Mutti-Family Residential Buildings: Luminaires recessed into ceilings must meet all of requirements contact In a low-rise multifamily residential building where the total interior labeling; air leakage; sealing; maintenance; and socket and light source as described in common area In a single building equals 20 percent or, less of the floor area, permanently installed 150.0(WIC. A JAb-2016-E light source rated for lighting for the lnterior common areas to that building must be high efficacy luminaires and controlled by an elevated temperature must be installed by final inspection in ail recessed downitght luminaires in ceilings. occupant sensor. Electronic Ballasts, In a low-rise multifamily residential building where the total Interior Baltosts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in frequency no less than 20 kHz. that building must: Lighting Integral to Exhaust Fans: I. Comply with the applicable requirements in ?? IIOA, 150.0, 130.1, 140.6 and 141.0; and Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) it. Lighting installed in corridors and stairwells must be controlled by occupant sensors that must meet the applicable requirements of 150.0(k). reduce the lighting power in each space by at least 50 percent. The occupant sensors must � Screw Wood luminaires: be capable of turning the light fully on and off from all designed paths of ingress and egress. Screw based luminaires must not be recessed downlight luminaires in callings and must contain lamps that comply with Reference Joint Appendix JAB. Installed lamps must be marked with "JAS -2016" or "JAS -2016-E" 2. VERIFY ALL BEDROOMS HAVE SMOKE DETECTORS AND HOME HAS A CARBON MONOXIDE DETECTOR as specified in Reference Joint Appendix JAB.* THAT MEETS CURRENT GORES. Enclosed Luminaires: 3. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. Light sources installed in enclosed luminaires must be JAS compliant and must be marked with "JA6-2016-E." A FIXTURE THAT WE16H5 MORE THAN 6 L55. OR EXCEEDS 16" IN ANY DIMEN51ON SHALL NOT BE Interior Switches and Controls: SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER SEC.410.15 (a). OUTLET BOXES SHALL All forward phase cut dimmers used with LED light sources must comply with NEMA SSL ?A. NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2010 SEG. 314.21 (o4d) Exhaust fans must be switched separately from lighting systems.* 4. RECESSED FiXTURE--S INSTALLED IN INSULATED GEILIN65 ARE IGAT AND CERTIFIED ASTM E283 Lvminatres must be switched with readily accessible controls that permit the luminaires to be manually OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (GAULKIN6, GASKETS) switched ON and OFF. Controls and equipment must be installed in accordance with manufacturer's instructions. 5. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT WHICH WILL SERVE THE LAUNDRY ROOM, KITCHEN, c ) No control must bypass a dimmer or vacancy sensor function. PANTRY, DINING ROOM, BATH ROOMS AND 51MILAR AREAS. THESE CIRGUTS SHALL SERVE NO OTHER W! An energy management control system (EMCs) may be used to comply with dimmer requirements if it: OUTLETS. ItO functions as a dimmer according to 110.9; meats the Installation Gortiflcote requirements of 130.4; meets 6. PROVIDE 4 -WIRE RECEPTACLES FOR ALL DRYER AS PER GEC 250-60. the EMG5 requirements of 150.5(f); and meets all other requirements in 150.0(k)2, EMCS be to vacancy sensor requirements to 150.0(k) if It meets all of the 1. INSTALL SMOKE # CARBON MONOXIDE DETECTORS A5 SHOWN. ALL DETECTORS SHALL BE INTERCONNECTED. BUTTE COUNTY may used comply with ��D 0ca -, BUILDING following: it functions as a vacancy sensor according to ? 110.9; the Installation Certificate requirements 8. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DIVISION of ? 130A the EMC5 requirements of 1305(f); and all other requirements in 150.0(1)2. DINING ROOMS LIVING ROOMS, LIBRARIES, DENS, RECREATION ROOMS, HALLWAYS, CLOSETS OR A multiscene programmable controller may be used to comply with dimmer requirements in ? 150.0(k) if it SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT iNTERUPTER. , �,� provides the functionality of a dimmer according to ? 110.9, and compiles with all other applicable q. FIXTURES, LAMP HOLDER5 AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. _ requirements 1n ? 150.0(k)2. FIXTURE THAT WE16H5 MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMEN51ON SHALL NOT BE 0 CentroA Intortor Switches and Controls: In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaireSUPPORTED to each of these spaces must BY THE SCREW SHELL OF A LAMP HOLDER PER SEG.410.15 (a). OUTLET BOXES SHALL i C° I CK,-� '- � C` Q,l LI �=�,I�R �'�; be controlled by a vacancy sensor. NOT BE USED AS THE SOLE 'PORT FOR CEILING FANS PER 2010 SEG. 514.2'( (a s d) Interior Switches and Controls: 10. ALL 125 VOLT, SIN&LE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. LO Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with 11. PROVIDE ATTIC, L16HTIN6 AND 51,41TGH NEAR ALL ATTIC, AGCESSE5.�' Date Reference Joint Appendix JAB, except luminaires in closets less than 10 square feet and luminaires in hallways.* 12 PROVIDE IIOV. OUTLET AT ATTIC MOUNTED F.A.U. Scale Interior Switches and Controls: 13. BATHROOMS AND LAUNDRY ROOM AND ALL OL05ET HIGH EFFICACY LUMINAIRES SHALL BE xrr ASSOC; Undercobinet lighting must be switched separately from other lighting systems. 9 9 p y 9 9 y CONTROLLED WITH MANUAL-ON/AUTOMATIC-OFF OCCUPANCY SENSORS. " Residential Outdoor Lighting: 14. VERIFY LOCATION OF MAIN PANEL AND SUB PANEL. Of For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other 15. VERIFY LOCATION OF HVAC GONDENSIN6 UNITS AND DISCONNECT. bulidings on the some lot, must meet the requirement in item ? 150.0(k)3AI (ON and OFF switch) and the requirements 16. RECESSED FIXTURES INSTALLED IN INSULATED GEILIN65 ARE IGAT AND CERTIFIED A5TM E255 in either item 150.0(k)SAI (photocell and motion sensor) or item ? 150.0(W5Attt (photo control and automatic time OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (GAULKIN6, GASKETS) switch control, astronomical time clock, or EMCS). For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, 1'1. ELECTRIC, VEHICLE (EV) RACEWAY STUB. RACEWAY SHALL ACCOMMODATE A DEDICATED and porches; and outdoor, lighting for residential parking lots and residential carports with legs than eight 208/240 -VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SiZE I vehicles per site must comply with either 150.0(k)3A or with the applicable requirements. (NOMINAL 1 -INCH INSIDE DIAMETER). THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by CAPACITY TO INSTALL A 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND 5PAGE(S) RESERVED 150.0(k)55 or ? 150.0(k)3D must comply with the applicable requirements In ?? IIOA, 130.0, 130.2, 150.4, 140.? and 141.0. TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE RACEWAY Outdoor lighting for residential parking lots and residential carports with a total of eight or more TERMINATION LOCATION SHALL BE VISIBLY MARKED A5 "EV CAPABLE" C,055G 5E(G. vehicles per site must comply with the applicable requirements to ?? 110.9, 130.0, t30.2, 130.4, 140 "t, and 141.0. Electrical Floor Plan 1/41 ' = it-ot' Revisions By N r N LO 1-1O M LO con 45 C O 00 rn cu O � U O 'S 0 O de Z c1r) 1.0 d' c ) O C\2 W! 0 Cf) ItO [--, 04 ��D 0ca -, o � PQ � W 04 �U) ZU � W A W 0 F--i-�I U) 1 LO O a Date 6-2-11 Scale 1'i 5HONN Drawn Sheet Of r Sheets _ - - - - - - - - - ;- - L- V II r _ RE51 DENT1 AL OGCUPANC i E5 APPLICATION CHECKL 15T - 5 BEEN 5U 1 LD I NC FEATURE5 4 MEA5URE5, 2016 CALIFORNIA C BEEN 5U I LD I NO 5TANDARD5 CODE (CRL5 REEN1 INSTRUCTIONS: 1, Fill in all of the spaces in the "Mathod of Compliance" column by speeifing how compllanes to achieved (ie. proposed products or design) end speclfy the sheet number of the plans where compliance to shown. 2. The "Verification" columns indicate when verification will occur: plan review, inspection, or both. if documantation is checked, documentation showing complonce is to be provided to the Building Inspector prior to final Inspection approval. page I LEVELS - APPUCANT TO VERIFICATIONS - ENFORCtN6 AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD PreragWsttes i Enforcing installer, or Third electives I Ageney Designer party FEATURES OR MEASURE 0D I FEATURE5 OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier i Tier 2 All All All PLANNING ANO DESIGN Site Selection LO A4.105.1 A site which complies with at least ® 4,305.1 Plumbing fixturas (water closots and landscaping is provided and as allowed by ❑ El 1:1 one of the following characteristics to 11 ❑ ❑ ❑ ❑ ❑ selected: El 1-71 landscape irrigation design that eliminates 111. Exteror trim not requiring paint or stain ❑ An ignfiillll siold te b selected. 12. ❑ El El E] 1771 El5. A. An EPArocognized Brownfield site ❑ ❑ ❑ ❑ ❑ Elis selected. 1:1❑ Certificate 2ompliance documantatlon. and establishment should be provided. not require paint or stain. M LO A4.105.2 Facilitate cornrrunity connectivity by ❑ of Methods "ad to accomplish the regmts of this section must be designed to the ❑ A4.4052 Floors that do not require ❑ ono of the following methods: i, Locate projoat within a 1/4-mtlo true ❑ ❑ D ❑ ❑ ❑ waking distance of at least 4 basic ❑ ❑ Standard Code and shall include, but 1:1rot limited to stained, natural or stanpod E] sarvldes; 171Reference, Residential Appendix RAS.5 ore not be limited to, the following: ❑ ❑ 2. Locate project within i/2 -mile truce ❑ ❑ ❑ ❑ ❑ ❑ walking distance of at least 7 baste � O A4.203.12.1 Tier 1. Buildings complying with 2. Use of recycled water. S. Water treated for Irrigation ❑ recycled conternt value (ACV) materials are ®2 ❑ ❑ ❑ puporas and conveyed by a water E- 0 used on the project. Tier i. Not doss ttrhnKrnan a 10 -portent recycled 5. Other methods pereasirg access to171 ❑ ❑ 1_71 El content volua. ❑ additional resource%. 2 I Budget the s no Tooter than 4. Use of granpiater. Sheet Tier 2. Not less than a 15-parcent recycled site Preservation -7 Sheets A4.104.1 An individual with oversight A4804.5 For new water service ®2 ® 2 ® 2 salvage in compliance with one of the ❑ ro"nobiiky for the project has c otedd in on oda tonal program Ting connections, landscaped irrigated ❑ ❑ ❑ ❑ ❑ environmentally friendly areas loss than 5,000 square fact *hail be with separate ❑ ❑ ❑ ❑ ❑ design or development and has provided provided subnaters or motoring devices for outdoor potable El Enhanced Durdatitty and Reduced Maintanonce 2 4.406.1 Annuls" spaces around pipes, electric training or Instruction to appropriate entities. water use. ❑ cables, conduits or other openings in plate* ❑ Daeanstruditk+NRewse OF existing Motartals WATER REUSE 5Y5TEM5 A4.1052 Existing buildings are disassembled A4.505.1 Piping to installed to permit future of axterior walls shoes be protected against the by ® Part b Compliance Software approved by A4.1068 Postcorstruetion landscape designs for rouso or rocycling of building use of a T%water Irrigation system ❑ ❑ ❑ ❑ F1 materials, The proposed structure by the clothes washer or other opngs. with cement mortar, concrete masonry A4205.122 Tier 2 Buildings complying with 1. Areas disrupted during construction are utilizes at least one of the following fixtures. 1771 El 1:1 r_1restored to be consistent with native materials which can be amity reused: A4.5052 Rac.961ad water piping is ailed. ❑ ❑ ❑ ❑ 1. ht Fixture* A4.305.5 Recycled water b used for ❑ ❑ ❑ ❑ ❑ 2.Pluumbing if xtures landscape irrigation. t-� ❑ ❑ El species appropriate for the climate 5, Doors and trim innovative Concepts t_l and Local environmental ental Condlltbns ❑ A4.506.1 Items in this section ere necessary zone region. 4. Masonry ❑ ❑ ❑ ❑ to address innovative concepts or local A4.106.4 Permeable paving is utilized for the S. Electrical devices ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance environmental conditions. parking, walking or patto surfaces in 6. Appliances ❑ ❑ 171iandscapa drains which discharge to a dry compliance with the following: 7. Foundations or portions of foundation* ❑ ❑ ❑ occupant ar Owner. Item 2 D Slto Development O 4.106.2 A plan is developed and implemented to manage storm water OEl Item 5 ❑ ❑ ❑ drainage during construction. ❑ D MATERIAL CON5ERVATION 4 permeable. RESOURCE EFFICIENCY 4.106.3 Construction plans shall Indicate how 171 A4.405.1 A Frost -protected Shallow building pians and comply with accepted Tier 2. Not loss than 50 percent of the total Ice ❑ ❑ site grading or a drainage system will ❑ Foundation (FPSF) is designed and ❑ ❑ ❑ ❑ manage all surfaces water flows to keep ❑ constructed. instructions. permeable. water from entering buildings. A4.403.2 Cement use in foundation mix A4.407.4 Protect building materials A4.1065 Roofing materials shall have a ❑ ❑ 4.106.4 Provide capability for oloctric ❑ El E] E] 1:1 1:1vehicto charging in one- and two-famil townhouses ❑ liar 1. Not less than a 20 percent from rain and other sources of moisture. thermal arnittor" or a minimum Solar 6nrlramental Conditions dwellings and M with attached A4.106.1 Items In this section are necessary reduction in cement use, A4.4015 in Climate Zone i6 on Ice/woter RePleatanoe index (SRI) equal to or greater 2 certiPlatlon, inspection reports, or private garages; and 5 percent of total to address innovative concepts or local Terc Tier 2. Not teos than a 25 peent barrier is hstallod at roof voltage, eaves than the values specified In Tobias ❑ ❑ parking spaces, as specified, for nwltNamily dwe inga. ❑ reduction in cement use. and wall to roof intersections. A4.106.5.1(1) and A41065.1(2) for low-rise 2 A4.106.1 Reserved Item I ❑ ❑ ❑ ❑ ❑ page I page 2 LEVELS - APPLICANT TO VERIFICATIONS - EWORCING AGENCY SELECT ELECTIVE MEA5URE5 TO SPECIFY VERIFICATION !- 7 Prerequisites t Enforcing Installer or Third electivas Agency Designer panty PFATURES OR MEASURE 0D I FEATURE5 OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tior 1 Tier 2 All All All A4.6104.2 Potable water elimination. When A4.405.1 Ona or moro of the following LO 4.406 Recycle =War salvage for rouse a ® 4,305.1 Plumbing fixturas (water closots and landscaping is provided and as allowed by ❑ El 1:1 1:1 11 1:1 local ordinance, a water efficient ❑ additional resources for finishing are used: ❑ El El 1-71 landscape irrigation design that eliminates 111. Exteror trim not requiring paint or stain ❑ wool& In accordance with one of the ❑ shall comply with the prescriptive the use of potable water beyond the 2. Hindows not requiring paint or stain following- ollowing:I. ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the initial requirements for plant installation 2 ® ❑ Fl ❑ 1:1❑ Certificate 2ompliance documantatlon. and establishment should be provided. not require paint or stain. M LO local construction and demolition waste ❑ of Methods "ad to accomplish the regmts of this section must be designed to the ❑ A4.4052 Floors that do not require ❑ ❑ ❑ FJ requirements of the California Building 2 El ❑ ❑ ❑ ❑ Standard Code and shall include, but 1:1rot limited to stained, natural or stanpod E] per, Section 4.405.2; or 171Reference, Residential Appendix RAS.5 ore not be limited to, the following: ❑ ❑ ❑ ❑ ❑ 1. Use of captured rainwater. 1:1conditioned A4.405.5 Postcorsumor or proconsumer A Section 4.406.5; or � O A4.203.12.1 Tier 1. Buildings complying with 2. Use of recycled water. S. Water treated for Irrigation ❑ recycled conternt value (ACV) materials are ®2 ❑ ❑ ❑ puporas and conveyed by a water E- 0 used on the project. Tier i. Not doss ttrhnKrnan a 10 -portent recycled ❑ ❑ ❑ district or public entity. ❑ content volua. ❑ A4.405.1 Construction waste generated 2 I Budget the s no Tooter than 4. Use of granpiater. Sheet Tier 2. Not less than a 15-parcent recycled at the site is diverted to recycle or -7 Sheets the Title 24, Part 6 Energy Budget for A4804.5 For new water service ®2 ® 2 ® 2 salvage in compliance with one of the ❑ 2 connections, landscaped irrigated ❑ meused.io source building ® ❑ ❑ ❑ areas loss than 5,000 square fact *hail be with separate ❑ ❑ ❑ ❑ ❑ ❑ provided subnaters or motoring devices for outdoor potable El Enhanced Durdatitty and Reduced Maintanonce 2 4.406.1 Annuls" spaces around pipes, electric component compared to the Standard water use. ❑ cables, conduits or other openings in plate* ❑ ❑ WATER REUSE 5Y5TEM5 A4.505.1 Piping to installed to permit future of axterior walls shoes be protected against the by ® Part b Compliance Software approved by A4.1068 Postcorstruetion landscape designs ❑ use of a T%water Irrigation system ❑ ❑ ❑ ❑ F1 17served by the clothes washer or other opngs. with cement mortar, concrete masonry A4205.122 Tier 2 Buildings complying with 1. Areas disrupted during construction are ❑ fixtures. 1771 El 1:1 r_1restored to be consistent with native Condition* A4.5052 Rac.961ad water piping is ailed. ❑ ❑ ❑ ❑ ❑ A4.305.5 Recycled water b used for ❑ ❑ C1❑ A4.407.1 Install foundation and landscape ❑ ❑ landscape irrigation. t-� ❑ ❑ El species appropriate for the climate concepts or local environmental conditions. innovative Concepts t_l and Local environmental ental Condlltbns ❑ A4.506.1 Items in this section ere necessary zone region. ❑ ❑ ❑ ❑ ❑ to address innovative concepts or local A4.106.4 Permeable paving is utilized for the item 2 ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance environmental conditions. parking, walking or patto surfaces in 171❑ ❑ ❑ 171iandscapa drains which discharge to a dry compliance with the following: ❑ ❑ ❑ ❑ occupant ar Owner. Item 2 D O O 0 OEl Item 5 ❑ ❑ ❑ ❑ ❑ D MATERIAL CON5ERVATION 4 permeable. RESOURCE EFFICIENCY Fowrdatto n Systems 171 A4.405.1 A Frost -protected Shallow building pians and comply with accepted Tier 2. Not loss than 50 percent of the total Ice ❑ ❑ 2 ® ❑ Foundation (FPSF) is designed and ❑ ❑ ❑ ❑ ❑ ❑ constructed. instructions. permeable. A4.403.2 Cement use in foundation mix A4.407.4 Protect building materials A4.1065 Roofing materials shall have a ❑ ❑ ❑ ❑ design is reduced. delivered to the construction site 2 ❑ ❑ ❑ ❑ liar 1. Not less than a 20 percent from rain and other sources of moisture. thermal arnittor" or a minimum Solar 6nrlramental Conditions ❑ A4.106.1 Items In this section are necessary reduction in cement use, A4.4015 in Climate Zone i6 on Ice/woter RePleatanoe index (SRI) equal to or greater 2 certiPlatlon, inspection reports, or to address innovative concepts or local Terc Tier 2. Not teos than a 25 peent barrier is hstallod at roof voltage, eaves than the values specified In Tobias ❑ ❑ ❑ ❑ reduction in cement use. and wall to roof intersections. A4.106.5.1(1) and A41065.1(2) for low-rise 2 Item I Efficient Framing Todvftpes A4.407b Exterior doors to the dwelling to A4.404.1 Hears and headers and El 1:1 1:1 1:1 r_1are protected prevent water intrusion. trimmers are the minimum size to ❑ ❑ ❑ ❑ ❑ 171adequately support the load. ❑ ❑ ❑ I ❑ ❑ at 2 feet is provided. A4.404.2 Building dimensions and at slob-ongrade 2 layouts are designed to minimize 4.505.5 Moisture content of building materials ❑ D ❑ ❑ ❑ Waste. used in wall and floor from" is checked the Standard Design Building. if two or 2 ®2El ❑ ❑ A4.404.5 Use pramcnufocturod 1:1 ere mechanical systems ere added or building systems to aiimhots solid ❑ ❑ ❑ ❑ ❑ sawn lumber Whenever possible. than 90 percent of the Title 24, Part 6, A4.404.4 Material lists are included Energy Budget for the Standard Design 2 in the plans Which specify material quantity and provide direction for ❑ ❑ ❑ ❑ ❑ on-site cuts. A420412 Tier 2. If only one mechanical ❑ ❑ ❑ ❑ page 2 LEVELS - APPLICANT TO VERIPICATION5 - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD Prerequisites 8 Enforcing installer or Third electives ; Aganey Designer party PFATURES OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier t Tior 2 All All All ys licensed ao 1lgnprofoss Iscat the a A4.405.1 Ona or moro of the following LO 4.406 Recycle =War salvage for rouse a ® 4,305.1 Plumbing fixturas (water closots and utilized in the structural design of the ❑ El 1:1 1:1 11 1:1 building. ❑ additional resources for finishing are used: ❑ El El 1-71 A4106.2.2 Soil disturbance ail erosion are 111. Exteror trim not requiring paint or stain ❑ wool& In accordance with one of the ❑ shall comply with the prescriptive minimized by at least one of the following. 2. Hindows not requiring paint or stain following- ollowing:I. ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the 1. Natural drainage patterns are evaluated and erosion controls are Implemented to 2 ® ❑ Fl ❑ 1:1❑ Certificate 2ompliance documantatlon. minimize oroslon during construction and after not require paint or stain. M LO local construction and demolition waste ❑ of occupancy.2. ❑ A4.4052 Floors that do not require ❑ ❑ ❑ FJ te accass is ornp by minimizing the tl aount of cut fill toi 91: md 11 2 ❑ ❑ ❑ ❑ ❑ access roads and driveways. 1:1rot limited to stained, natural or stanpod E] per, Section 4.405.2; or 171Reference, Residential Appendix RAS.5 ore 5. Underground construction activities are coordinated to utilize the same trench, ❑ ❑ ❑ ❑ ❑ minimize the amount of time the disturbed soil 1:1conditioned A4.405.5 Postcorsumor or proconsumer A Section 4.406.5; or � O A4.203.12.1 Tier 1. Buildings complying with Is exposed and the soft 1s replaced using occoptod compaction methods. ❑ recycled conternt value (ACV) materials are ®2 ❑ ❑ ❑ A4.1062.5 Topsoil shall be protected or E- 0 used on the project. Tier i. Not doss ttrhnKrnan a 10 -portent recycled ❑ ❑ ❑ saved for rouse as speeifled in this section. ❑ content volua. ❑ A4.405.1 Construction waste generated 2 I Budget the s no Tooter than Tier 1. Displaced topsoil shot[ be stockpiled Sheet Tier 2. Not less than a 15-parcent recycled at the site is diverted to recycle or -7 Sheets the Title 24, Part 6 Energy Budget for for reuse in a designated area and covered ®2 ® 2 ® 2 salvage in compliance with one of the ❑ 2 or protected from erosion. ❑ meused.io source building ® ❑ ❑ ❑ Tier 2. The construction area shall be ❑ products ate Elreduction. Any mixed recyclbles that ❑ c9, r reduction in its Energy "at identified and delineated by fencing or El Enhanced Durdatitty and Reduced Maintanonce 2 4.406.1 Annuls" spaces around pipes, electric component compared to the Standard flagging to limit construction octMty to the ❑ cables, conduits or other openings in plate* ❑ ❑ construction area. of axterior walls shoes be protected against the by ® Part b Compliance Software approved by A4.1068 Postcorstruetion landscape designs ❑ ❑ ❑ passage of rodents closing such ❑ the Energy Cormmisslon. aceomptish one or more of the following: opngs. with cement mortar, concrete masonry A4205.122 Tier 2 Buildings complying with 1. Areas disrupted during construction are ❑ ❑ 1771 El 1:1 r_1restored to be consistent with native Condition* enforcing agency. offtcioncy shall have olthsr an Energy Bvdgot that to no greater than 10 vegettat a speciesaid patterns. 2. UUtt�i percont native ❑ ❑ ❑ Water Resshtace and Moisture Management ❑ A4.407.1 Install foundation and landscape California or drought tolerant plant end ❑ ❑ t-� ❑ ❑ El species appropriate for the climate concepts or local environmental conditions. ® t_l reduction methods are developed by ❑ A4.401.2 Install gutter and downspout zone region. ❑ ❑ ❑ ❑ ❑ systems to route water at 16461:5 feet A4.106.4 Permeable paving is utilized for the item 2 ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance away from the foundation or connect to parking, walking or patto surfaces in 171❑ ❑ ❑ 171iandscapa drains which discharge to a dry compliance with the following: ❑ ❑ ❑ ❑ occupant ar Owner. well, sump, biesWale, rainwater eopture Ter 1. Not loss than 20 parcent of the total ® 2 ® ❑ ❑ ❑ parking, walking or patio surfaces shall be 171 11 171units are constructed on a building site, A4.4075 Provide flashing datatis on the permeable. 171❑ EJ 171 provide readily accessible areas that serve building pians and comply with accepted Tier 2. Not loss than 50 percent of the total Ice ❑ ❑ 2 ® ❑ ❑ ❑ parking, walking or patio surfaces shall ®2 the depositing, atoecgo and collection of instructions. permeable. non -hazardous materials for racycling, A4.407.4 Protect building materials A4.1065 Roofing materials shall have a ❑ ❑ ❑ ❑ ❑ delivered to the construction site minimum 5 -year aged solar reflectance and ❑ ❑ ❑ ❑ ❑ from rain and other sources of moisture. thermal arnittor" or a minimum Solar 6nrlramental Conditions ❑ A4.106.1 Items In this section are necessary and metals or meet a lawfully enacted local A4.4015 in Climate Zone i6 on Ice/woter RePleatanoe index (SRI) equal to or greater ❑ certiPlatlon, inspection reports, or to address innovative concepts or local recycling ordinate, if more restrictive. barrier is hstallod at roof voltage, eaves than the values specified In Tobias ❑ ❑ ❑ ❑ ❑ and wall to roof intersections. A4.106.5.1(1) and A41065.1(2) for low-rise 2 Item I ❑ A4.407b Exterior doors to the dwelling to residential buildings and Tables A4.106545) El 1:1 1:1 1:1 r_1are protected prevent water intrusion. and A4.106.5.1(4) for high rise residential ❑ El ❑ item 5 El A4.4071 A parmanant overhang or awning least in depth buildings. Low-rise Residential ❑ ❑ ❑ I ❑ ❑ at 2 feet is provided. Tier i roof covering shall meet or exceed at slob-ongrade 2 the values contained in Table A4.106.5.1(1). 4.505.5 Moisture content of building materials Budget is no eater than 95 parc&nt of the Title 24, t'crE 6, Ensrgy Budget for El El Tier 2 roof covering shall meet or exceed used in wall and floor from" is checked the Standard Design Building. if two or 2 ®2El ❑ ❑ the values contained in Table A4.106512). 1:1 ere mechanical systems ere added or Hol56RsIdtlQtH�����lss Ttar 1 roof covering shall meet or oxeead ®2 the values contained in Table A4.1065.1(5). than 90 percent of the Title 24, Part 6, Tier 2 roof covering shall meet or exceed Energy Budget for the Standard Design 2 the values contalned In Table A4.106.514). Building. page 2 page '7 LEVELS - APPLICANT TO VERIFICATIONS - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD Prerequisites 4 Enforcing Installer or Third alectNes 1 Agency Designer party FEATURES OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier I Tia, 2 1 All All All Material Sources A4.405.1 Ona or moro of the following LO 4.406 Recycle =War salvage for rouse a ® 4,305.1 Plumbing fixturas (water closots and loost 50 percent of the roof area. ❑ building materials, that do not require ❑ minimum Of 65 percent of the non- 2 urinals) and fittings 0aucats and Vagetated roofs shall comply with ❑ additional resources for finishing are used: ❑ El El 1-71 1:1 111. Exteror trim not requiring paint or stain ❑ wool& In accordance with one of the ❑ shall comply with the prescriptive landscaped roofs In the California Building 2. Hindows not requiring paint or stain following- ollowing:I. ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the Coda, Chapters 15 and ib. 2 ® 5. Siding or exterior wall coverings which do ❑ 1.Comply with a more stringent ❑ Certificate 2ompliance documantatlon. A4.106.1 Reduce nonroof heat Iolanda for 50 not require paint or stain. M LO local construction and demolition waste ❑ of percent of sidewalks, patios, driveways or ❑ A4.4052 Floors that do not require ❑ ❑ ❑ FJ paved areas by using one or more Of 2 additional coverings are used including but ❑ ❑ El 171 El 1:1rot limited to stained, natural or stanpod E] per, Section 4.405.2; or 171Reference, Residential Appendix RAS.5 ore A4.106.6.1 Tier 1 and Tler 2 for one- and e,onerote floors. 5. A waste management company, per El completed. two-Pamllyprdwellings and townohuses With 1:1conditioned A4.405.5 Postcorsumor or proconsumer A Section 4.406.5; or � O A4.203.12.1 Tier 1. Buildings complying with ar attachaddedicated 'volt branch ct^cuit, 206/2 'vo ❑ recycled conternt value (ACV) materials are ®2 ❑ ❑ ❑ including an overumrent protective device E- 0 used on the project. Tier i. Not doss ttrhnKrnan a 10 -portent recycled 2 ® ❑ ❑ ❑ content volua. ❑ A4.405.1 Construction waste generated 2 I Budget the s no Tooter than unit. Sheet Tier 2. Not less than a 15-parcent recycled at the site is diverted to recycle or -7 Sheets the Title 24, Part 6 Energy Budget for A4.106.62 Tier I and Tier 2 for multiPamliy ®2 content value. ❑ salvage in compliance with one of the ❑ 2 dwellings. Provide caapability for future ❑ meused.io source building ® ❑ ❑ ❑ ❑ ❑ products ate Elreduction. Any mixed recyclbles that ❑ c9, r reduction in its Energy "at total parking spaces, as specified. El Enhanced Durdatitty and Reduced Maintanonce 171or 4.406.1 Annuls" spaces around pipes, electric component compared to the Standard 4.106.9 Provide blayele parking facilities as noted below or meet a local ordinance, ❑ cables, conduits or other openings in plate* ❑ ❑ Whichever Is more stringent. Number of of axterior walls shoes be protected against the by ® Part b Compliance Software approved by blcycie parking spaces may be reduced, ❑ ❑ ❑ passage of rodents closing such ❑ the Energy Cormmisslon. as approved �y the enforcing agency, due opngs. with cement mortar, concrete masonry A4205.122 Tier 2 Buildings complying with to building site chnaractarlstics, including ❑ ❑ ❑ or similar method acceptable to the ❑ the second level of advanced energy but not limited to, isolation from other Condition* enforcing agency. offtcioncy shall have olthsr an Energy Bvdgot that to no greater than 10 1. Provide short-term tricycle ❑ ❑ ❑ Water Resshtace and Moisture Management ❑ A4.407.1 Install foundation and landscape pdaervelopment. lde ong-tegrm bice etionorkgl0pq.irrar ttfaamly ❑ 1:1 El 11 1:1drains. butidingsI per See Ion A4.106.9.2. concepts or local environmental conditions. ® ❑ reduction methods are developed by ❑ A4.401.2 Install gutter and downspout 5. Provide bug -term bicycle parking for ❑ ❑ ❑ ❑ ❑ systems to route water at 16461:5 feet hotel and motel buildings, item 2 ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance away from the foundation or connect to per Section A4306,4,3. 171❑ ❑ ❑ 171iandscapa drains which discharge to a dry A4.106.10 (HRI Outdoor fighting systems shall ❑ ❑ ❑ ❑ occupant ar Owner. well, sump, biesWale, rainwater eopture be designed and installed to comply with: ® ❑ 4.410.2 Whore 5 or more multifamily dwelling system or other approved an-sito location. 1. The minimum roquroments in the California 171 11 171units are constructed on a building site, A4.4075 Provide flashing datatis on the Energy Cade for Lighting Zones 1-4; and 171❑ EJ 171 provide readily accessible areas that serve building pians and comply with accepted 2. Backlight,Up11 t and Glare (5116) ratings ❑ ❑ ❑ ❑ ❑ industry standards or manufacturor s as defined In I TM -15-11; cod 5. Allowable ®2 the depositing, atoecgo and collection of instructions. BU6 ratinggss not exceeding those shown In Table A4116.10; or non -hazardous materials for racycling, A4.407.4 Protect building materials Comply with a lawfully enacted local ❑ ❑ ❑ ❑ ❑ delivered to the construction site ordinance, whichaver is more stringent. ❑ ❑ ❑ ❑ ❑ from rain and other sources of moisture. Local 6nrlramental Conditions ❑ A4.106.1 Items In this section are necessary and metals or meet a lawfully enacted local A4.4015 in Climate Zone i6 on Ice/woter landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or to address innovative concepts or local recycling ordinate, if more restrictive. barrier is hstallod at roof voltage, eaves the following options! ❑ ❑ ❑ ❑ ❑ and wall to roof intersections. 1. A focal water offlctant landscape 2 Item I ❑ A4.407b Exterior doors to the dwelling to ❑ El 1:1 1:1 1:1 r_1are protected prevent water intrusion. 0 ❑ El ❑ item 5 El A4.4071 A parmanant overhang or awning least in depth Item 2 ❑ ❑ ❑ I ❑ ❑ at 2 feet is provided. ❑ at slob-ongrade system is added or modified, the Energy page '7 page 5 LEVELS - APPLICANT TO VERIFICATIONS - ENFORCING AGENCY SELECT ELEC11VE MEASURES TO SPECIFY VERIFICATION i+AETHOD Proraquiskas 4 Enforcing Installer or Thud electives l Agency Designer party FEATURES OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier I Tier 2 All All All A4106b Install a vegetated roof for at 6ernerai LO 4.406 Recycle =War salvage for rouse a ® 4,305.1 Plumbing fixturas (water closots and loost 50 percent of the roof area. ❑ ❑ ❑ minimum Of 65 percent of the non- 2 urinals) and fittings 0aucats and Vagetated roofs shall comply with ❑ ❑ ❑ ❑ ❑ ❑ requirements for roof gardens and ❑ Building Energy Efficiency Standards t3). ❑ wool& In accordance with one of the ❑ shall comply with the prescriptive landscaped roofs In the California Building PerPormanee Approach for Newly following- ollowing:I. ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the Coda, Chapters 15 and ib. 2 ® 2 ® ❑ 1.Comply with a more stringent ❑ Certificate 2ompliance documantatlon. A4.106.1 Reduce nonroof heat Iolanda for 50 openings rated MERY 6 or higher during M LO local construction and demolition waste ❑ of percent of sidewalks, patios, driveways or ❑ 171 ❑ ❑ ❑ FJ paved areas by using one or more Of 2 2 ❑ 2. A earstruetlon waste management plan, ❑ Building Energy Effltency Standards the methods listed. ® ® E] per, Section 4.405.2; or 171Reference, Residential Appendix RAS.5 ore A4.106.6.1 Tier 1 and Tler 2 for one- and used when equipment is located in 5. A waste management company, per El completed. two-Pamllyprdwellings and townohuses With 1:1conditioned space; or the oqutpment must A Section 4.406.5; or � O A4.203.12.1 Tier 1. Buildings complying with ar attachaddedicated 'volt branch ct^cuit, 206/2 'vo ❑ ®2 ®2 ❑ ❑ ❑ including an overumrent protective device E- 0 Envrorenontal Comfort per Section 4.408.4. shall have either on Energy rated at 40 amperes minimum per, dwelling Scale ❑ A4.405.1 Construction waste generated ❑ I Budget the s no Tooter than unit. Sheet 7 at the site is diverted to recycle or -7 Sheets the Title 24, Part 6 Energy Budget for A4.106.62 Tier I and Tier 2 for multiPamliy ®2 ❑ ❑ salvage in compliance with one of the ❑ 2 dwellings. Provide caapability for future ❑ ® ® ❑ ❑ ❑ electric vehicle charging in 5 percent of ❑ ❑ Elreduction. Any mixed recyclbles that ❑ c9, r reduction in its Energy "at total parking spaces, as specified. El EJ 171or are sent to mixed -wastes recycling component compared to the Standard 4.106.9 Provide blayele parking facilities as noted below or meet a local ordinance, ❑ ❑ ❑ ❑ Whichever Is more stringent. Number of party verified foaII4 overago diversion Part b Compliance Software approved by blcycie parking spaces may be reduced, ❑ rate. Verification of diversion rates ❑ the Energy Cormmisslon. as approved �y the enforcing agency, due shall meat minimum certification eligibility A4205.122 Tier 2 Buildings complying with to building site chnaractarlstics, including ❑ ❑ ❑ gutdalines, occaptabie to the local ❑ the second level of advanced energy but not limited to, isolation from other Condition* enforcing agency. 2. Tier 2 at least a offtcioncy shall have olthsr an Energy Bvdgot that to no greater than 10 1. Provide short-term tricycle ❑ ❑ ❑ ❑ ❑ ❑ pdaervelopment. lde ong-tegrm bice etionorkgl0pq.irrar ttfaamly ❑ ❑ ❑ ❑ ❑ ❑ butidingsI per See Ion A4.106.9.2. concepts or local environmental conditions. ® ❑ reduction methods are developed by ❑ or an showing a SO% 5. Provide bug -term bicycle parking for ❑ ❑ ❑ ❑ ❑ ❑ hotel and motel buildings, item 2 ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance component compared to the Standard per Section A4306,4,3. Item 5 1:10 manual shall be provided to the building ® A4.106.10 (HRI Outdoor fighting systems shall ❑ ❑ ❑ ❑ occupant ar Owner. Part 6 Compliance Software approved by be designed and installed to comply with: ® ❑ 4.410.2 Whore 5 or more multifamily dwelling ® 1. The minimum roquroments in the California 171 11 171units are constructed on a building site, A4.205.1.28 Zero Not Energy Design Energy Cade for Lighting Zones 1-4; and 171❑ EJ 171 provide readily accessible areas that serve Shall comply with all of the 2. Backlight,Up11 t and Glare (5116) ratings 1:1 ❑ ❑ ❑ ❑ ❑ as defined In I TM -15-11; cod 5. Allowable ®2 the depositing, atoecgo and collection of 1. Section A4205.1.1 ('Prerequisite) and BU6 ratinggss not exceeding those shown In Table A4116.10; or non -hazardous materials for racycling, 2. Section A4.205.1.2.1 Comply with a lawfully enacted local ❑ ❑ ❑ ❑ ❑ ❑ ordinance, whichaver is more stringent. ® code may Include construction documents, cardboard, glass, plasties, organic waste, multifamily buildings In Climate Zones Local 6nrlramental Conditions ❑ A4.106.1 Items In this section are necessary and metals or meet a lawfully enacted local 5, S. 6, and 7 or Section A4.2031.2.2 landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or to address innovative concepts or local recycling ordinate, if more restrictive. - for single-family buildings to Climates Zones 6-I6, the following options! �2 other methods acceptable to the environmental conditions. See axe -option for rural jurisdictions. -5 and and low-rise muitlfomlly buildings in Climate Zones 1. A focal water offlctant landscape 2 Item I ❑ ❑ ❑ ❑ ❑ ❑ Item 2 ❑ ❑ 0 ❑ El ❑ item 5 El El Item 2 El F-10 Item 5 page 5 page L� LEVELS - APPLICANT TO VERIFICATIONS - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION ME"rH00 Proroquisttes 4 Enforcing Installer or Third alocttves 1 Agency Designer party PEATURE5 OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier I Tia- 2 All All All Consiruttlon Waste Red vattmi Disposal 6ernerai LO 4.406 Recycle =War salvage for rouse a ® 4,305.1 Plumbing fixturas (water closots and ❑ ❑ ❑ minimum Of 65 percent of the non- 2 urinals) and fittings 0aucats and ❑ ❑ requirements of the California hazardous construction and demolition ® ❑ ❑ ❑ Building Energy Efficiency Standards t3). ❑ wool& In accordance with one of the ❑ shall comply with the prescriptive PerPormanee Approach for Newly following- ollowing:I. ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the 2 ® 2 ® ❑ 1.Comply with a more stringent ❑ Certificate 2ompliance documantatlon. Z openings rated MERY 6 or higher during M LO local construction and demolition waste ❑ of ❑ ❑ construction when it is necessary to use 0 C\2 management ordi er4a; or O A4-205.1.1.2 Gil procedures specified In the ® 2 2 ❑ 2. A earstruetlon waste management plan, ❑ Building Energy Effltency Standards ® ® E] per, Section 4.405.2; or 171Reference, Residential Appendix RAS.5 ore 0 D4 U used when equipment is located in 5. A waste management company, per El completed. 1:1 1:1conditioned space; or the oqutpment must A Section 4.406.5; or � O A4.203.12.1 Tier 1. Buildings complying with ® be installed in an isolated mechanical room. ❑ 4. The waste stream reduction alt., ❑ the firrsstt [level of advanced energy E- 0 Envrorenontal Comfort per Section 4.408.4. shall have either on Energy ® Scale ❑ A4.405.1 Construction waste generated ❑ I Budget the s no Tooter than Sheet 7 at the site is diverted to recycle or -7 Sheets the Title 24, Part 6 Energy Budget for ® ®2 ❑ ❑ salvage in compliance with one of the ❑ 2 following: 1. Tier 1 at least a 65 portent Enerdd�� Design Rating showing a 15% or ® ❑ ❑ Elreduction. Any mixed recyclbles that ❑ c9, r reduction in its Energy "at El EJ 171or are sent to mixed -wastes recycling component compared to the Standard ® ❑ facllittes %hail incluclo a qualified third ❑ Design Building, as calculated by Title 24, party verified foaII4 overago diversion Part b Compliance Software approved by ® ❑ rate. Verification of diversion rates ❑ the Energy Cormmisslon. shall meat minimum certification eligibility A4205.122 Tier 2 Buildings complying with ❑ ❑ ❑ gutdalines, occaptabie to the local ❑ the second level of advanced energy Condition* enforcing agency. 2. Tier 2 at least a offtcioncy shall have olthsr an Energy Bvdgot that to no greater than 10 ®� ❑ ❑ El percent reduction with a third -party percent of the Title 24, Part 6 Energy ❑ 2 ❑ verification. Exception: Equivalent waste ❑ Budget for the Standard Design Building Energy Design Rating concepts or local environmental conditions. ® ❑ reduction methods are developed by ❑ or an showing a SO% ❑ ❑ ❑ working with local agencies. ❑ or Tooter reduction In its Energy Budget ❑ item 2 ❑ Bvlidhg Maintenance and Operation 4.410.1 An operation and matntenance component compared to the Standard Item 5 1:10 manual shall be provided to the building ® ❑ ❑ ❑ ❑ ❑ occupant ar Owner. Part 6 Compliance Software approved by 702.1 MVAC system installers are trained and certified in the lotion ® ❑ 4.410.2 Whore 5 or more multifamily dwelling ® praparminstal of HVAC systems. 171 11 171units are constructed on a building site, A4.205.1.28 Zero Not Energy Design 7022 Spectal inspectors employed by the 171❑ EJ 171 provide readily accessible areas that serve Shall comply with all of the enforcing agency must be qualified end ® ❑ all buildings on the site and is identified for following: able to demonstrate competence In the ®2 the depositing, atoecgo and collection of 1. Section A4205.1.1 ('Prerequisite) and discipline they are Inspecting. non -hazardous materials for racycling, 2. Section A4.205.1.2.1 VenYPicattono 2 including (at a miniven) poper, corrugated - for singlo-famliy build" in Climate Zones 6 and 7, and lourisa 4.304.1 After December 1, 2015, new ® code may Include construction documents, cardboard, glass, plasties, organic waste, multifamily buildings In Climate Zones residential dovelopmente with an aggregate plans, specffiGatton9 builder or irstaifar ❑ El and metals or meet a lawfully enacted local 5, S. 6, and 7 or Section A4.2031.2.2 landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or recycling ordinate, if more restrictive. - for single-family buildings to Climates Zones 6-I6, the following options! �2 other methods acceptable to the See axe -option for rural jurisdictions. -5 and and low-rise muitlfomlly buildings in Climate Zones 1. A focal water offlctant landscape 2 ❑ Ininonaativo Concapts and Local I, 2, 4, and 8-16 CnvIronmental Condition A4.411.1 items in this section are nocessary to address innovative concepts or local 5. Energy Design Rating of zero (0) or less of Water Resources' Mode[ Water environmental conditions. Item 1 ❑ ❑ ❑ ❑ ❑ ❑ Item 2 ❑ ❑ ❑ ❑ ❑ ❑ Item 5 ❑ I ❑ ❑ I ❑ ❑ ❑ page L� page 4 LEVELS - APPLICANT TO VERIFICATIONS - EFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD Prerequisites t Enforcing Installer or Third oiactivas 1 Agency Designer ply PEATURE5 OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY 'nor t Tier 2 All All All ENERGY EFFICIENCY 6ernerai LO 4305.1 Argy Installed gas fireplace shall be 4,305.1 Plumbing fixturas (water closots and 4,201.1 Building meats or exceeds the 2 2 urinals) and fittings 0aucats and ❑ ❑ requirements of the California ® ® ❑ ❑ ❑ Building Energy Efficiency Standards t3). ❑ comply with U.S. EPA Now Source ❑ shall comply with the prescriptive PerPormanee Approach for Newly Constructed Buildings ❑ A4.205.1.1.1 An Energy Design Rating for the Proposed Des Buliding to Included in the 2 ® 2 ® ❑ ❑ ❑ Certificate 2ompliance documantatlon. Z openings rated MERY 6 or higher during M LO permanent label Indicating they are ❑ of ❑ ❑ construction when it is necessary to use 0 C\2 certified to meat the emission units. O A4-205.1.1.2 Gil procedures specified In the ® 2 2 ❑ Nbodstoves, poilet stoves and fireplaces ❑ Building Energy Effltency Standards ® ® E] 1:1 171Reference, Residential Appendix RAS.5 ore 0 D4 U used when equipment is located in ordinances. El completed. 1:1 1:1conditioned space; or the oqutpment must A Pollutant Control � O A4.203.12.1 Tier 1. Buildings complying with ® be installed in an isolated mechanical room. ❑ ❑ ❑ the firrsstt [level of advanced energy E- 0 Envrorenontal Comfort 4S0T.2 Duct systems are sized, designed, shall have either on Energy ® Scale ❑ ❑ ❑ I Budget the s no Tooter than Sheet 7 using the following methods: -7 Sheets the Title 24, Part 6 Energy Budget for ® ®2 ❑ ❑ ❑ ❑ the Standard Design Building, or an according to ANSI/ ACOA 2 Manual .-2011 Enerdd�� Design Rating showing a 15% or ® ❑ ❑ ❑ c9, r reduction in its Energy "at El EJ 171or 2. Size duct systam a according to AN51/ACCA i Planual 0-2014 component compared to the Standard ® ❑ ❑ ❑ Design Building, as calculated by Title 24, according to AN51/ACOA 5 Mane 5-2014 Part b Compliance Software approved by ® ❑ ❑ ❑ the Energy Cormmisslon. Outdoor Ar Oval% A4205.122 Tier 2 Buildings complying with ❑ ❑ ❑ ❑ ❑ the second level of advanced energy Condition* offtcioncy shall have olthsr an Energy Bvdgot that to no greater than 10 A4.504.1 items In this section are percent of the Title 24, Part 6 Energy ❑ 2 ❑ ❑ ❑ Budget for the Standard Design Building Energy Design Rating concepts or local environmental conditions. ® ❑ ❑ ❑ or an showing a SO% ❑ ❑ ❑ ❑ ❑ or Tooter reduction In its Energy Budget ❑ item 2 ❑ ❑ ❑ component compared to the Standard Item 5 1:10 1:10 Design Building, as calculated by Title 24, ❑ ❑ ❑ ❑ ❑ ❑ Part 6 Compliance Software approved by 702.1 MVAC system installers are trained and certified in the lotion ® ❑ ❑ the Energy Commission. praparminstal of HVAC systems. A4.205.1.28 Zero Not Energy Design 7022 Spectal inspectors employed by the 171❑ EJ 171 171(elective): Shall comply with all of the enforcing agency must be qualified end ® ❑ ❑ following: able to demonstrate competence In the ®2 1. Section A4205.1.1 ('Prerequisite) and discipline they are Inspecting. 2. Section A4.205.1.2.1 VenYPicattono 2 - for singlo-famliy build" in Climate Zones 6 and 7, and lourisa 4.304.1 After December 1, 2015, new ® code may Include construction documents, multifamily buildings In Climate Zones residential dovelopmente with an aggregate plans, specffiGatton9 builder or irstaifar ❑ El 17build" 5, S. 6, and 7 or Section A4.2031.2.2 landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or - for single-family buildings to Climates Zones 6-I6, the following options! �2 other methods acceptable to the -5 and and low-rise muitlfomlly buildings in Climate Zones 1. A focal water offlctant landscape 2 ❑ ❑ I, 2, 4, and 8-16 ordinarco or the current California Dept. conformance. 5. Energy Design Rating of zero (0) or less of Water Resources' Mode[ Water Performance for Additiore Efficient Landscape Ordinance 0-,1HELO), 4.505.2 Vapor retarder and capillary break is installed foundations. A4204.I.I Tier I. It only one mechanical ❑ ❑ ❑ at slob-ongrade system is added or modified, the Energy 2. Projects with aggregate landscape 4.505.5 Moisture content of building materials Budget is no eater than 95 parc&nt of the Title 24, t'crE 6, Ensrgy Budget for El El less than 2,500 square used in wall and floor from" is checked the Standard Design Building. if two or ®2El ❑ ❑ F-1 1:1 ere mechanical systems ere added or Appendix D Prescriptive Compliance Option. modified, the Enareiy Budget in no Tooter A4,504.1 Rainwater catchment systems. than 90 percent of the Title 24, Part 6, An approved rainwater catchment system Energy Budget for the Standard Design Is designed and Installed to use rainwater Building. generated by at least 65 portant of the A420412 Tier 2. If only one mechanical ❑ ❑ ❑ ❑ available roof area. Rainwater catchment system is added or modified, the Energy systems shall be designed and Installed Budget is no greater thane 010 percent of F3crt Budget fo In accordance with the California Plumbing t� Stale Building. 2 Code. ndard Design IF ❑ ❑ ❑ more mechanical systems oro added or modified, the Energy Budget is no greater than 65 percent of the Title 24, Part 6, Emargy Budget for the Standard Design Building. page 4 page a LEVELS - APPLICANT TO VERIFICATIONS - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD Prerequisites 4 Enforcing Installer or Third electives 1 Agency Designer party FEATURES OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tier i Tion 2 All All All ENVIRONMENTAL QUALITY Fireplaces LO 4305.1 Argy Installed gas fireplace shall be 4,305.1 Plumbing fixturas (water closots and greater than MERV 6 shall bo installod on HVAC Pressure drop the a direct -vent sealed combustion type. Any ❑ urinals) and fittings 0aucats and ❑ ❑ systems. across Installed woodstove or pellet stove shall showerheads) Installed in residential buildings ® filter sholl not axcoed 0.1 Inches avatar ❑ comply with U.S. EPA Now Source ❑ shall comply with the prescriptive column. Performance Standards (NSPS) emission limits ❑ requirements of Sections 4805.1.1 through ❑ ❑ ❑ as applicable, and shall have a 480514.4. Z openings rated MERY 6 or higher during M LO permanent label Indicating they are ❑ 4,305.2 Plumbing Pixtures and Pittininggss req'd. Section ❑ ❑ construction when it is necessary to use 0 C\2 certified to meat the emission units. O In 4.5051 shall be installed in the ® HVAC equipment. ❑ Nbodstoves, poilet stoves and fireplaces ❑ accordance with California Plumbing Code o . 14 A45068 Direct -vent appliances shall ba 0 shall also comply with applicable local d shalt moot the applicable referenced 0 D4 U used when equipment is located in ordinances. El standards. 1:1 1:1conditioned space; or the oqutpment must A Pollutant Control � O 4.504.1 Duct openings and other related air distribution component openings be ® be installed in an isolated mechanical room. ❑ ❑ ❑ shall covered during construction. E- 0 Envrorenontal Comfort 4S0T.2 Duct systems are sized, designed, 45042.1 Adhesives, sealants ail eautka shall be compliant with VOC and other toxic ® Scale ❑ ❑ ❑ compound limits. Sheet 7 using the following methods: -7 Sheets 4.504.22 Paints, stains and other coating* ® ❑ ❑ ❑ E] El be compliant with VOC Hmfts, according to ANSI/ ACOA 2 Manual .-2011 4.504.2.5 Aerosol paints end coatings shall be compliant ® ❑ ❑ ❑ with product andi other toxic compounds. mits for ROC El EJ 171or 2. Size duct systam a according to AN51/ACCA i Planual 0-2014 4.5042.4 shall to vvarify than compliantVOr, Ivnt providedd finish ® ❑ ❑ ❑ materials have been used. according to AN51/ACOA 5 Mane 5-2014 45048 Carpet and carpet systems shall be compliant with VOC limits, ® ❑ ❑ ❑ nonpotable applications. Alternate Outdoor Ar Oval% 4504.4 60 percent of floor area receiving resiliesnt flooring shall comply with speelfte d ❑ ❑ ❑ ❑ ❑ VOC criteria. Condition* 48045 Particleboard, medium density fiber- A4.504.1 items In this section are board (MDF) and hardwood plywood used in ❑ ❑ ❑ ❑ ❑ Interior finish systams shall comply with concepts or local environmental conditions. low formaidehydo emission standards. ❑ ❑ ❑ ❑ ❑ A4504.1 Use composite wood products made ❑ item 2 ❑ ❑ ❑ with either California Ar Resources Board Item 5 1:10 1:10 approved no -added formoldahyde (NAF) ❑ ❑ ❑ ❑ ❑ ❑ resins or ultra-low emitting formaldehyde 702.1 MVAC system installers are trained and certified in the lotion ® ❑ ❑ (ULEF) resins, praparminstal of HVAC systems. fA4430422 Install V00 compliant resilient 7022 Spectal inspectors employed by the EJ ❑ ❑ terns At enforcing agency must be qualified end ® ❑ ❑ Tier 1. least 40 percent of the resilient able to demonstrate competence In the ®2 flooring Installad shall comply. discipline they are Inspecting. Tier 2. At toast 100 percent of the restfiont VenYPicattono 2 flooring Installed shall comply. 4.304.1 After December 1, 2015, new ® code may Include construction documents, A4504.3 Thermal insulation installeed in the residential dovelopmente with an aggregate plans, specffiGatton9 builder or irstaifar ❑ El 17build" shall meet the following requirements: landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or Ttor 1. Install thermal Insulation in complion4o the following options! �2 other methods acceptable to the with VOC limits. Tier 2. install insulation 1. A focal water offlctant landscape 2 ❑ ❑ Which contains No -Added Formaldehyde (NAP) ordinarco or the current California Dept. conformance. and to If compliance with Tier 1. of Water Resources' Mode[ Water Interior Moisture Controf Efficient Landscape Ordinance 0-,1HELO), 4.505.2 Vapor retarder and capillary break is installed foundations. ® ❑ ❑ ❑ at slob-ongrade 2. Projects with aggregate landscape 4.505.5 Moisture content of building materials El El less than 2,500 square used in wall and floor from" is checked ® ❑ ❑ ❑ before enclosure. Appendix D Prescriptive Compliance Option. page a Pogo 5 LEVELS - APPLICANT TO VER117I6ATION5 - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION 1- T Prorequisitos 4 Enforcing installer or Third electives I Agency Designer party FEATURES OR MEASURE 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO ❑ ❑ ❑ MANDATORY Tia^ I Tier 2 All All All WATER EFFICIENCY t CONSERVATION LO Indoor water Use 4,305.1 Plumbing fixturas (water closots and greater than MERV 6 shall bo installod on HVAC Pressure drop the ❑ ❑ urinals) and fittings 0aucats and ❑ ❑ systems. across showerheads) Installed in residential buildings ® filter sholl not axcoed 0.1 Inches avatar ❑ E1, ❑ shall comply with the prescriptive column. requirements of Sections 4805.1.1 through A4506.2 IHR) Provide Palters on return air 480514.4. Z openings rated MERY 6 or higher during M LO 1:1 ❑ 4,305.2 Plumbing Pixtures and Pittininggss req'd. Section ❑ ❑ construction when it is necessary to use 0 C\2 W O In 4.5051 shall be installed in the ® HVAC equipment. ❑ ❑ ❑ accordance with California Plumbing Code o . 14 A45068 Direct -vent appliances shall ba 0 d shalt moot the applicable referenced 0 D4 U used when equipment is located in ❑ El standards. 1:1 1:1conditioned space; or the oqutpment must A W � O A4505.1 Kitchen faucets. The maximum flow Z be installed in an isolated mechanical room. rate of kitchan faucets shall not exceed E- 0 Envrorenontal Comfort 4S0T.2 Duct systems are sized, designed, IB gallons per minute at 60 psi, Kitchen 6-2-) Scale 5HOWN and equipment Is selected Drawn faucets may temporarily Increase the flow Sheet 7 using the following methods: -7 Sheets the m to minute at 60 ❑ ❑ ❑ ❑ ❑ 2mot gallons pert psi, and mustd according to ANSI/ ACOA 2 Manual .-2011 default to a maximum flow rate of 15 gallons equivalent. ® per minute at 60 psi. Note: Whare compiying El EJ 171or 2. Size duct systam a according to AN51/ACCA i Planual 0-2014 Faucets are available, aerators or other or eaqq,uivalent. 5. 5alect heating and cooling eq ant miens may be used to achieve reduction. according to AN51/ACOA 5 Mane 5-2014 A4.5052 Alternate water source Par or equivalent. nonpotable applications. Alternate Outdoor Ar Oval% nonpotoble water sources are used for Indoor potable water reduction. Alternate ❑ ❑ ❑ ❑ ❑ nanpotaole water sources shalt bo installed Condition* in accordance with the Californta Plumbing Code.A4 A4.504.1 items In this section are 1-1052 Install qualified ❑ ❑ ❑ ❑ ❑ ENERGY STAR dishwasher orclothes washer. concepts or local environmental conditions. final* or saree ❑ ❑ ❑ ❑ ❑ waterless toi�bt Instied talled ❑ item 2 ❑ ❑ ❑ A4.5055 Hot water recirculation systems. Item 5 1:10 1:10 One -and two -fancy dwellings shall be ❑ Installer and Special Inspector t:tuallPitutlons Quaiificatione equipped with a demand hot water 702.1 MVAC system installers are trained and certified in the lotion ® ❑ ❑ recirculation system, aro praparminstal of HVAC systems. daftned in Chapter 2. The demand hot water 7022 Spectal inspectors employed by the recirculation system shall be Metalled to enforcing agency must be qualified end ® ❑ ❑ accordance with the California Plumbing able to demonstrate competence In the Code, California Energy Code, and the discipline they are Inspecting. mfr's. Installation instructions. VenYPicattono 705,1 Verification of compliance with this Outdoor Water Use 4.304.1 After December 1, 2015, new ® code may Include construction documents, ❑ residential dovelopmente with an aggregate plans, specffiGatton9 builder or irstaifar ® ❑ landscape areaegcal to or greater than 500 square fast shad comply with one of ❑ certiPlatlon, inspection reports, or the following options! other methods acceptable to the 1. A focal water offlctant landscape enFarcing agency which show avbetantiai ❑ ❑ ordinarco or the current California Dept. conformance. of Water Resources' Mode[ Water Efficient Landscape Ordinance 0-,1HELO), whichever Is more stringent; or 2. Projects with aggregate landscape El El less than 2,500 square foot may comply with the MWEL.OfF-% Appendix D Prescriptive Compliance Option. A4,504.1 Rainwater catchment systems. An approved rainwater catchment system Is designed and Installed to use rainwater generated by at least 65 portant of the ❑ ❑ ❑ ❑ ❑ available roof area. Rainwater catchment systems shall be designed and Installed In accordance with the California Plumbing Code. Pogo 5 page 10 I. Creon bulldtng measures listed in this table may be mandatory It adopted b} a city, county, or city and Bounty as specified in Section 101.7. 2. Required prorequlsite for this Tier. S. These measures are currently required elsewhere in statute or In regulation. s3 ( 5 li BUTTE COUNTY ; « ' I fi. BUILDING DIVISION APS'ROVED Revisions LEVELS - APPLICANT TO VERIFICATIONS - ENFORCING AGENCY SELECT ELECTIVE MEASURES TO SPECIFY VERIFICATION METHOD Prerequisites 6 Enforcing installer or Third aloctives 1 Agency Designer party 0D I FEATURES OR MEASURE GV ai LO r 0 C'7 LO T��/ V1 C MANDATORY 'nor 1 Mar 2 All All All Indoor Ar OvalIN and Exhaust A4506.1 Return air filters with a value LO -E greater than MERV 6 shall bo installod on HVAC Pressure drop the ❑ ❑ ❑ ❑ ❑ systems. across 0 filter sholl not axcoed 0.1 Inches avatar column. A4506.2 IHR) Provide Palters on return air Cot Z openings rated MERY 6 or higher during M LO 1:1 ❑ ❑ ❑ ❑ construction when it is necessary to use 0 C\2 W O V1 C\2 � HVAC equipment. O a F� o . 14 A45068 Direct -vent appliances shall ba 0 0 D4 U used when equipment is located in ❑ El 1:1 1:1 1:1conditioned space; or the oqutpment must A W � O Z be installed in an isolated mechanical room. ECJ E- 0 Envrorenontal Comfort 4S0T.2 Duct systems are sized, designed, Date 6-2-) Scale 5HOWN and equipment Is selected Drawn M.A. Sheet 7 using the following methods: -7 Sheets 1. Establish heat loss and heat gain values according to ANSI/ ACOA 2 Manual .-2011 equivalent. ® El EJ 171or 2. Size duct systam a according to AN51/ACCA i Planual 0-2014 or eaqq,uivalent. 5. 5alect heating and cooling eq ant according to AN51/ACOA 5 Mane 5-2014 or equivalent. Outdoor Ar Oval% Reserved Innovative Concepts t Local Environmental Condition* A4.504.1 items In this section are necessary to address Innovative concepts or local environmental conditions. Item I ❑ ❑ ❑ ❑ ❑ item 2 ❑ ❑ ❑ ❑❑ Item 5 1:10 1:10 ❑ Installer and Special Inspector t:tuallPitutlons Quaiificatione 702.1 MVAC system installers are trained and certified in the lotion ® ❑ ❑ ❑ praparminstal of HVAC systems. 7022 Spectal inspectors employed by the enforcing agency must be qualified end ® ❑ ❑ ❑ able to demonstrate competence In the discipline they are Inspecting. VenYPicattono 705,1 Verification of compliance with this code may Include construction documents, plans, specffiGatton9 builder or irstaifar ® ❑ ❑ ❑ certiPlatlon, inspection reports, or other methods acceptable to the enFarcing agency which show avbetantiai conformance. page 10 I. Creon bulldtng measures listed in this table may be mandatory It adopted b} a city, county, or city and Bounty as specified in Section 101.7. 2. Required prorequlsite for this Tier. S. These measures are currently required elsewhere in statute or In regulation. s3 ( 5 li BUTTE COUNTY ; « ' I fi. BUILDING DIVISION APS'ROVED Revisions By CV r 0D I GV ai LO r 0 C'7 LO T��/ V1 C 0 Tmm* f P C 0 () LO -E U 0 v Cot Z M LO d' n co rl e -d 0 C\2 W O V1 C\2 � O a F� o . 14 0 0 D4 U M Z U � W A W � O Z ECJ E- 0 Date 6-2-) Scale 5HOWN Drawn M.A. Sheet 7 Of -7 Sheets -- — -L. _ .ram . p' ; III i GENERA L STRUCTURAL NOTES Q�OFESSIpN9 C. til F< LLJ N 6188z� * E 0 8 CIV1� gTFOF CAU alIv2� 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 1 z LU 0 O W m Uu _! w °C Q 0 Qz U V) Q LLJ � U O U 0 ULL- z m < t/i l.ri O F- 0 O REVISIONS: Q1 RTPC#1 06/02/17 DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: 1. GENERAL 3. CONCRETE /REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2016 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, DIVISIONS I, 11, III, AND IV U.N.O.: 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 SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.618, S1= 0.276 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.538, SDI = 0.340, Cs = 0.08 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: SEISMIC DESIGN CATEGORY: D 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 BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 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: 15.37 KIPS ULT. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, 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". WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. WIND EXPOSURE: C C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF REDUCIBLE CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: ICC REPORT. E) DEAD LOADS: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER ROOF 18 PSF (INCLUDES 3 PSF SOLAR) ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. 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. ABBREVIATIONS GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME ADD'L ADDITIONAL L ANGLE THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE INSPECTION IN ACCORDANCE WITH CBC 1704.2.ADJ G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJACENT LLH LONG LEG HORIZ. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. ALT ALTERNATE LLV LONG LEG VERT. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ARCH ARCHITECTURAL LONG LONGITUDINAL H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. BLDG BUILDING LSL LONG SLOTTED HOLE METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT BLKG BLOCKING LVL LAMINATED VENEER LUMBER 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: BM BEAM MAX MAXIMUM FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH BOTT (B) BOTTOM MB MACHINE BOLTS 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. BTF BEAT TO FIT MECH MECHANICAL 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED WHERE REQUIRED. BTWN BETWEEN MFR MANUFACTURER FOR THE FOLLOWING TYPES OF CONSTRUCTION: B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CB CARRIAGE BOLTS MIN MINIMUM WELDING OF STRUCTURAL OR REINFORCING STEEL E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. CCJ CONTROL JOINT MISC. MISCELLANEOUS EPDXY/MECHANICAL CONCRETE ANCHORS W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. CIP CAST -IN-PLACE CONCRETE MTL METAL THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CJ CONSTRUCTION JOINT (N) NEW DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. CLR CLEAR NS NEAR SIDE WITH THIS TYPE OF PROJECT. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COL COLUMN NTS NOT TO SCALE 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. CONC CONCRETE OC ON CENTER 2. SITE WORK / FOUNDATIONS 5. CONCEALED BEAMS SHALL BE DF -L #2. CONN CONNECTION OD OUTSIDE DIAMETER 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 8. ROOF FRAMING CONSTR CONSTRUCTION OH OPPOSITE HAND A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. CONT CONTINUOUS OPNG OPENING PROVIDED). 8-1 PREFABRICATED ROOF TRUSSES: CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER OF FOUNDATION, NAILS SHALL BE GALVANIZED. A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CTR CENTER PERP PERPENDICULAR HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL CTSK COUNTERSINK PL PLATE MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND DRAWINGS AND CBC 2303.4. DBL DOUBLE PLWD PLYWOOD PROVIDED NEW AND WITHOUT EXCESSIVE RUST. DF DOUGLAS FIR PLCS PLACES C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF DIA DIAMETER PT PRESSURE TREATED THE CONSTRUCTION OF THE FOUNDATIONS. EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON EA EACH P/T POST -TENSIONED D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL C) TRUSS DESIGN LOADS: EF EACH FACE REINF REINFORCEMENT AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EL ELEVATION (DATUM) REQ'D REQUIRED FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION TOP CHORD DEAD LOAD: 10 PSF ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. BOTTOM CHORD DEAD LOAD 8 PSF EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. TOTAL LOAD 38 PSF EQ EQUAL RECORD 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE UPLIFT LOAD AS REQUIRED BY THE 2016 CBC ES EACH SIDE SHTG SHEATHING F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 (E) EXISTING SIM SIMILAR FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. EXP EXPANSION SOG SLAB -ON -GRADE STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE EXT EXTERIOR STD STANDARD G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. LEDGERS ARE USED (SUCH AS DECK LEDGERS). E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES EW EACH WAY STIFF STIFFENER INVOLVED IN GOVERNING CONSTRUCTION. FF FINISH FLOOR STL STEEL H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 6-2 GENERAL FRAMING: Q1 FIN FJ FINISH FLOOR JOIST SQ SS SQUARE STAINLESS STEEL F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.10.1. LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FLR FNDN FLOOR FOUNDATION SWS SYM SHEAR WALL SCHEDULE SYMMETRICAL TO DRAIN TO DAYLIGHT. FOHC FREE OF HEART CENTER T&B TOP &BOTTOM B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE FOS FACE STUD TO(P) TOP (PLYWOOD) J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. FS FAR SIDE TOC TOP -OF -CONCRETE APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS FTG FOOTING TOF TOP -OF -FOOTING ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD GA GAUGE TOS TOP -OF -STEEL SECTION 1808 OF THE 2016 CBC. CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED G GALVANIZED TOW TOP -WALL FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT GLB GLUE -LAM BEAM TN TOE NAIL K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, FRAMING FROM THE EFFECTS OF SHRINKAGE. HDR HOT DIPPED GALVANIZED TYP TYPICAL NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING HDR HEADER VNO UNLESS NOTED OTHERWISE FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED HGR HANGER (SIMPSON) VERT VERTICAL STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. HORIZONTAL WP W INT FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS 6-3 BEAM FRAMING: ID D INSIDE DIAMETER WWF WEELDEDLDED WIRE FABRIC DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER INT INTERIOR W/ WITH SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS JST JT JOIST JOINT W/O WITHOUT UN -MODIFIED PORTIONS OF THE FOUNDATIONS. SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL 3. CONCRETE / REINFORCING TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR STOVE, ETCETERA. TYPE Ilt LOW ALKALI. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS BUTTE COUNTY D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE A S DETERMINED BY ASTM C-227 289 AND 295. IF TEST DATA IS DIVISION UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A APPROVED MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. 0 FR CODE C�CiPvl'_IANCE F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS 4 g THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER 5�k`a �`nT? MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. Q�OFESSIpN9 C. til F< LLJ N 6188z� * E 0 8 CIV1� gTFOF CAU alIv2� 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 1 z LU 0 O W m Uu _! w °C Q 0 Qz U V) Q LLJ � U O U 0 ULL- z m < t/i l.ri O F- 0 O REVISIONS: Q1 RTPC#1 06/02/17 DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: 1 _L_ J' it TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER LOCATION ROOF 10d 3 - 8d COMMON (2 1/2- X 0.131") DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS, OR TRUSSES 3 - 10d BOX (3" X 0.128") EACH END, TOE NAIL TO TOP PLATE OR OTHER FRAMING BELOW. 3 - 3" X 0.131" NAILS 16d 10d 3 - 3" 14 GA. STAPLES 7/16" CROWN HU68TF/HU61OTF/HU612TF 16d 3 - 8d COMMON (2 1/2" X 0.131 TJI/BCI ITS 2 - 3" X 0.131" NAILS EACH END, TOE NAIL BLOCKING BETWEEN RAFTERS, OR TRUSS NOT THE WALL 2 - 3" 14 GA. STAPLES 16d 3 - 16d COMMON (3 1/2" X 0.162") GLU-LAM TOP PLATE, TO RAFTER OR TRUSS. 16d 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 16d COMMON (3 1/2" X 0.162") AT 6" O.C. RBC AT 1 -8 O.C. FLAT BLOCKING TO TRUSS AND WEB FILLER 3" X 0.131" NAILS AT 6" O.C. FACE NAIL I°I I b 3" 14 GA. STAPLES AT 6" O.C. 8d 0 12" O.C. A35 AT l'-8" O.C. 3 -8d COMMON (2 1/2" X 0.131") EDGES, TYP I I I I I I I 3 - 10d BOX (3" X 0.128") EACH JOIST, TOE NAIL 2. CEILING JOIST TO TOP PLATE 3 - 3" X 0.131" NAILS I I I I i I 3 - 3" 14 GA. STAPLES, 7/16" CROWN 12d ® 5" O.C. 8d 0 4" O.C. 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 4 - BOX (3" X 0.128") AB ® 1 -3 O.C. OVER PARTITIONS (NO THRUST) " 4 - 3" X 0 NAILS 3 - (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4 - 3" 14 GA.STAPLES, 7/16" CROWN Q2X 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JT) PER TABLE 2308.7.3.1 FACE NAIL (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) A35 AT 1'-5" O.C. 490 3 3 - 10d COMMON (3" X 0.148") 3TUD I°I II I I 5. COLLAR TiE TO RAFTER 4 - 10d BOX (3" X 0.128") 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES, 7/16" CROWN I I USE 3X 3X STUD AT 3 - 10d COMMON (3" X 0.148") 8d 0 12" O.C. A35 AT 1'-0" O.C. 3 - 16d BOX (3" X 0.135") TOE NAILa 6. RAFTER OR ROOF TRUSS TO TOP PLATE 4 - 10d BOX (3" X 0.128") (SEE SECTION 2308.7.5, TABLE 2308.7.5) 4 - 3" X 0.131" NAILS II I I EDGES WHERE 4 -3" 14 GA. STAPLES, 7/16" CROWN 2 -16d COMMON (3 1/2" X 0.162") I REQ'D PER SHEAR p 3 - 10d BOX (3" X 0.128") END NAIL 3 - 3" X 0.131" NAILS I II II I°I WALL SCHEDULE I°I IJ I II II 3 - 3" 14 GA. STAPLES, 7/16" CROWN 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR 3 - 10d COMMON (3" X 0.148") II II I All --\1 I ROOF RAFTER TO 2 -INCH RIDGE BEAM 3 - 16d BOX (3" X 0.135") 4 - 10d BOX (3" X 0.128") TOE NAIL 4 - 3" X 0.131" NAILS 17" 4 - 3" 14 GA. STAPLES, 7/16" CROWN WALL 16d COMMON (3 1/2" X 0.162") 24" O.C. FACE NAIL 10d BOX (3" X 0.128") 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 16" O.C. FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 16d COMMON (3 1/2" X 0.162") 16" O.C. FACE NAIL 16d BOX 3 1 2" X 0.135" 12" O.C. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT- 3" X 0.131" NAILS 12" O.C. FACE NAIL INTERSECTING WALL CORNERS (BRACED WALL PANELS) 3 - 3" 14 GA. STAPLES, 7 16"CROWN 16d COMMON (3 1/2" X 0.162") 16" O.C. EA. EDGE FACE NAIL 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d BOX 3 1 2" X 0.135" 12" O.C. EA. EDGE FACE NAIL 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 11. CONTINUOUS HEADER TO STUD 4 - 10d BOX 3" X 0.128" 16d COMMON (3 1/2" X 0.162") 16" O.C. FACE NAIL BOX (3" X 0.128") 12. TOP PLATE TO TOP PLATE 3" X 0.131" NAILS 3" 12" O.C. FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 8 - 16d COMMON (3 1/2- X 0.162") EACH SIDE OF END JOINT 12 - 10d BOX (3" X 0.128") FACE NAIL (MIN. 24" LAP 13. TOP PLATE TO TOP PLATE, AT END JOINTS 12 - 3" X 0.131" NAILS SPLICE LENGTH EACH SIDE 12 - 3" 14 GA. STAPLES, 7/16" CROWN OF END JOINT) 16d COMMON (3 1/2" X 0.162") 16" O.C. FACE NAIL 16d BOX (3 1/2" X 0.135") 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 12" O.C. FACE NAIL 3" 14 GA. STAPLES, 7 16" CROWN 2 - 16d COMMON (3 1/2" X 0.162") 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 3 - 10d BOX (3" X 0.128") 16" O.C. FACE NAIL BLOCKING AT BRACED WALL PANELS 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN 4 - 8d COMMON (2 1/2" x 0.131") 4 - 10d BOX (3" X 0.128") TOE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN 16. STUD TO TOP OR BOTTOM PLATE 2 - 16d COMMON (3 1/2" x 0.162") 3 - 10d BOX (3" X 0.128") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 16d COMMON (3 1/2" X 0.162") 3 - 10d BOX (3" X 0.128") END NAIL 17. TOP OR BOTTOM PLATE TO STUD 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 16d COMMON (3 1/2" x 0.162") 3 - BOX (3" X 0.128") FACE NAIL 18. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3- 3" X0.131"NAILS 3 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131") 2 - BOX (3" X 0.128") FACE NAIL 19. 1 " BRACE TO EACH STUD AND PLATE 3" 2 - 3" X 0.131" NAILS 2 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131") FACE NAIL 20. 1" x 6` SHEATHING TO EACH BEARING 2-1OdBOX (3"X0.128") 3 - 8d COMMON (2 1/2" x 0.131") FACE NAIL 21. 1" x 8" SHEATHING TO EACH BEARING 3 - 10d BOX (3" X 0.128") FLOOR 3 - 8d COMMON (2 1/2" x 0.131") 22. JOIST TO SILL, TOP PLATE, OR GIRDER 3 - 3" BOX X 0.1311"" X 0.128") 3 - 3" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 8d COMMON (2 1/2" x 0.131") 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, 10d BOX (3" X 0.128") 3" X 0 NAILS 6" O.C., TOE NAIL SILL OR OTHER FRAMING BELOW 3" 14 GAA.. STAPLES,.?/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131") FACE NAIL 24. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 10d BOX (3" X 0.128") 25. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" x 0.162") FACE NAIL 26. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 2 - 16d COMMON (3 1/2" x_0,162-) EACH BEARING, FACE NAIL 20d COMMON 4" x 0.192" ar O.C. FACE a AT IM "a mrra srAsmas as aFFssis suss 10d COMMON 3 x 0.128 24" O.C., FACE NAIL AT 3" X 0.131" NAILS TOP & BOTTOM STAGGERED 3" 14 GA. STAPLES, 7/16" CROWN ON OPPOSITE SIDES 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 2 -20d COMMON (4" x 0.192") 3 - 10d COMMON (3" x 0.128") ENDS AND AT EACH 3 - 3" X 0.131" NAILS SPLICE, FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 3 - 16d COMMON (3 1/2" x 0.162") 4 - 10d BOX (3" X 0.128") EACH JOIST OR RAFTER 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES, 7/16" CROWN 3 - 16d COMMON (3 1/2" x 0.162") 4 - BOX (3" X 0.128") END NAIL 29. JOIST TO BAND JOIST OR RIM JOIST 3" 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131") 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2 - BOX (3" X 0.128") 2- 3" X0.131"NAILS EACH END, TOE NAIL 2 - 3" 14 GA. STAPLES, 7/16" CROWN WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF & INTERIOR WALL SHEATHING TO FRAMING & PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (IN) FIELD (IN) 64 COMMON OR DEFORMED (2" x 0.113') (SUBFLOOR & WALL) 6 12 8d BOX OR DEFORMED (2 1/Y x 0.113") (ROOF) 6 12 2 3/8" x 0.113' NAL (SUBFLOOR AND WAIL) 6 12 1 3/4' 16 GA. STAPLE, 7/16" CROWN (SUBFLOOR AND WALL) 4 8 31. 3/8" - 1/2" 2 3/8' x 0.113" NAIL (ROOF) 4 8 1 3/4" 16 GA. STAPLE, 7/18" CROWN (ROOF) 3 6 6d COMMON OR DEFORMED (2 1/2" x 0.113") 6 12 6d DEFORMED 2" x 0.113" 32. 19/32- - / 32" 3 4" 2 3/8' x -/113" NAIL 4 8 2" 16 GA. STAPLE, 7/16- CROWN 33. 7/8" - 1 1/4" 10d COMMON OR DEFORMED (3" x 0.148") 6 12 8d DEFORMED 2 1/2' x 0.113" 34 - 41 (NON-STRUCTURAL SHEATHING ATTACHMENT, SEE FULL TABLE IN CURRENT BUILDING CODE OR MANUFACTURER CODE REPORT) a. Nalls spaced at 6 inches at Intermedlate supports wnere spans are + mcnea or mcre. rw ���.� y �. " a••-�•-•- -••- - - particle board diaphragms and shear walla, refer to Section 2305. Nails for wall sheathing are permitted to be common, box, or casing. b Spacing shall be 6 inches on center at edges and 12 inches on center at intermediate supporta for non-structural applications. Panel supporta at 16 inches (20 inches If strength axis in the long direction on the panel, unless otherwise marked). a Where arafter is fastened to an adjacent parallel ceiling Joist In accordance with this schedule and the ceiling joist Is fastened to the top plate in accordance with this schedule, the number of toenails In the rafter shall be permitted to the reduced by one nag. TYPICAL FASTENING SCHEDULE NO SCALE 10 SD1 TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24AUS26/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/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/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. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1 /2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE SD1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O 5 1/2 MAX A A - Nve PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH--,,,�pER 6/SD1 f11 1/2" MAX, TYP. WALL FRAMING 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 NO SCALE SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PLY AND Ir/1I L11`1G PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE WALL CONTINUES WHERE .'� OCCURS PER PLAN (5) 16d +++'; + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW- MSTI26 STRAP, U.N.O., CENTERED ON DISCONTINUITY 7 -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 (SEE SHEAR WALL SCHED) PT DF -L SILL I ( 7" MIN PLATE WASHER I I U 3" X 3" X .229", TYP STUD DIRECTLY UNDER SPLICE, TYP. ,TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 i I (5) 16d AT CORNER OR INTERSECTING WALL \\\-1/2' DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 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 GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF I ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS ----i TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE ��D 1 NO SCALE �Dl TOP PLATE PER 6/SD1� 311 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE Is' KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS 2X6 O (3) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED O O (R POST PER PLAN WHERE OCCURS S REQ'D BY I I I I b I'OPENING 'I 61 HDU4 DBL 2X TYP U.N.O. MIN SSTB24 6" • 12d 0 7" O.C. II II 11 I EN PER SHEAR 311 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS 2X6 BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH (3) 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. (R POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM OPENING WIDTH TRIMMER/S KING STUD/S_ UP TO 5'-0" (1) 2X6 (1) 2X6 UP TO 9'-0" (2) 2X6 (2) 2X6 UP TO 16'-0" (2) 2X6 (3) 2X6 8 TYPICAL STUD WALL ELEVATION 5 SD1 NO SCALE SD1 CORNER WHERE OCCURS 1,4 16d NAILS AT TOP PLATE PER 6/SD1 SD3 LAPPED CORNERS, TYP PROVIDE PANELS A MFR, 1/8" BLOCK AT AL 16" MAX SPACING - " L STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM HOEDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST GAP BETWEEN II I°I (°I ( FIELD NAIL PER DBL 2X 1 5/16" SSTB16 S REQ'D BY I I I I b l SHEAR WALL SCHED. HDU4 DBL 2X 1 5/16" MIN SSTB24 10 SCREWS 6" BU" 12d 0 7" O.C. II II 11 I EN PER SHEAR 260 AB ® 3-9" O.C. WALL SCHED. RBC AT 1 -8 O.C. As REQ'D I I°I I b l IMPRESSION 8d 0 12" O.C. A35 AT l'-8" O.C. 350 EDGES, TYP I I I I I I I CI RBC AT 1'-2" O.C. I I I I i I POST AS REQ'D 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. SHEAR PLY p PER HOLDOWN AB ® 1 -3 O.C. - PER SHEAR SCHEDULE Q2X MUDSILL 12d ®4 O.C. » 8d ®3 O.C. WALL SCHED. A35 AT 1'-5" O.C. 490 3 AB 0 1'-0" O.C. 3TUD I°I II I I II II I II II RBC AT 10" O.C. Q3X I I USE 3X 3X STUD AT I I HOLDOWN 8d 0 12" O.C. A35 AT 1'-0" O.C. 640 II ABUTTING PANEL I I PER RBC AT 8 O.C. II I I EDGES WHERE SCHEDULE I REQ'D PER SHEAR p l 11 I II II I°I WALL SCHEDULE I°I IJ I II II II II II I All --\1 I I II II pl -�I-- IL-- II I°I JA - - - L L A 1A ji J SILL PLATE AND AB SIZE/SPACING PER SCHED. 17" FOUNDATION PER PLAN --Z X NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS 7 TYPICAL SHEAR WALL ELEVATION 4 S D 1 NO SCALE S D 1 II � II III r I it � I i II GENERAL NOTES: STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM HOEDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN 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: STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SHEAR 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. PANEL FIELD 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. WALL TYPICAL HOLDOWN SCHEDULE., 2 NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING NO SCALE - (t3:<-a1.tlaP1�'�n°1.= SD1 CLIP SPACING (PLF) A BU" 12d 0 7" O.C. 8d ® 6" O.C. ' t BUILT 260 AB ® 3-9" O.C. SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" 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) A 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d ® 12" O.C. A35 AT 2'-8p O.C. 260 AB ® 3-9" O.C. RBC AT 1 -8 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT l'-8" O.C. 350 4* AB ®2 9 O.C. RBC AT 1'-2" O.C. Q2X MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 380 4 AB ® 1 -3 O.C. RBC AT 1'- 0O.C. Q2X MUDSILL 12d ®4 O.C. » 8d ®3 O.C. » 8d ®12 O.C. A35 AT 1'-5" O.C. 490 3 AB 0 1'-0" O.C. RBC AT 10" O.C. Q3X MUDSILL 12d 0 3" O.C. 8d ®2" O.C. 8d 0 12" O.C. A35 AT 1'-0" O.C. 640 2 AB 0 1 -9 O.C. RBC AT 8 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. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 Q�OFESS/049 C. co � N 69 8� m E /1 *�q� �iv�� F0 CA�� 6(0) C) 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 1 W z O V) j 0 m U cUJ hi) LU � Q 0O U �- V) Q O U �� U � � U �_ DC (E O V LL z LA 1 Ln � Q O -E COU NG DIVi N REVISIONS: DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: SDI IIII IIII J OCCURS -STRAP AND NAILING PER SCHEDULE —BLK'G PER SCHEDULE, TYP END OF BLOCK WHERE OCCURS �1 5/8" MIN. END DISTANCE END/LAP LENGTH PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE WHERE OCCURS STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN jE/NWHERE OCCURS I 1 11 Ht 16d AT 12" O.C. CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE\ PLY AND NAILING PER PLAN SECOND STRAP WITH :N NAILING PER SCHEDULE WHERE OCCURS JOIST OR TRUSS PER PLAN kBLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 12 SD2 11 SD2 TYPICAL DRAG STRAP SCHEDULE DRAG SECOND CONT. BLOCK END/LAP STRAP WITH SECOND STRAP MID NAILING PER WITH NAILING SIZE STRAP AND SCHEDULE PER SCHEDULE NAIL QUANTITY NAILING PER WHERE WHERE CS16 SCHEDULE OCCURS OCCURS (26) 8d (13) 8d 8d, 4 1/8" O.C. B BLK'G PER 2X4 1'-7" SCHEDULE, TYP (18) 8d 8d, 4 1/8" O.C. 1 5/8" MIN. JOIST OR (2) CS16 2X8 END DISTANCE TRUSS PER (52) 8d (26) 8d PLAN, TYP — D (2) CS14 LAP LENGTH 1'-7"(72) 8d PER SCHEDULE JOIST OR TRUSS PER PLAN, TYP Ju „-1 5/8" MIN. 16d AT END DISTANCE 12" O.C.-, STRAP AND SECOND STRAP STRAP AND NAILING PER WITH NAILING PER NAILING PER SCHEDULE SCHEDULE WHERE SCHEDULE— OCCURS -STRAP AND NAILING PER SCHEDULE —BLK'G PER SCHEDULE, TYP END OF BLOCK WHERE OCCURS �1 5/8" MIN. END DISTANCE END/LAP LENGTH PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE WHERE OCCURS STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN jE/NWHERE OCCURS I 1 11 Ht 16d AT 12" O.C. CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE\ PLY AND NAILING PER PLAN SECOND STRAP WITH :N NAILING PER SCHEDULE WHERE OCCURS JOIST OR TRUSS PER PLAN kBLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 12 SD2 11 SD2 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 1'-2" (26) 8d (13) 8d 8d, 4 1/8" O.C. B CS14 2X4 1'-7" (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 2X8 1'-2" (52) 8d (26) 8d AT,EACH STRAP D (2) CS14 2X8 1'-7"(72) 8d (36) 8d AT,EACH STRAP NOTES: 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. CONTINUOUS STRAP AS REQ'D PER PLAN END MID LAP MID END LENG LENGTH LENGTH LENGTH ^nP. LENGTH END NAILING LAP NAILING NAILING NAILING TYPICAL DRAG STRAP SCHEDULE NO SCALE END NAILING 10 SD2 MSTA36 STRAP AT SPLICES, U.N. 0 0 0 0 SIMPSON COLUMN CAP PER PLAN TYPICAL BEAM DETAIL NO SCALE SPLICE AS OCCURS `BEAM PER PLAN POST PER PLAN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN 9 SD2 POST BASE PER PLAN, SLAB—ON—GRADE — SIMPSON CBSQ U.N.O., PER PLAN = CENTERED ON FOOTING BELOW SLOPE FINISHED GRADE, /OR CONCRETE BY OTHERS, AWAY FROM FOUNDATION 00.0 0�: o U _I II � III I I I J a REINF. PER PLAN—/ NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL NO SCALE SHEAR AT OPPOSITE FACE WHERE OCCURS PER PLAN__ P.T. DF SILL AND A.B. PER 3/SD1 0 �i FRAMING PER PLAN TEAR PER PLAN, WHERE OCCURS SLAB PER PLAN E.N. II 2) #4 TOP AND BOTT., o o . U.N.O. �Q SPREAD FOOTING PER 1'-0" PLAN WHERE OCCURS TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE 7 SD2 3" C 3" 3" C FTG TYPE PER PL THICKNESS LR A 1 N FORCE WITH #4 i" O.C. E. W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.-, T SILL PLATE CONCRETE SLAB—ON—GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE CONC SLAB PER 6 SD2 5 SD2 ;OLAlION JOINT 'aONCRETE SLAB—ON—GRADE 'ER PLAN. SLOPE PER kRCH WHERE REQ'D ELEV. PER ARCH SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE 4 SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 2/SD2 WITH #4 TOP I" HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING jj WHERE REQUIRED 1/2- ISOLATION JOINT 1 /2" ISOLATION JOINT BEYOND PAVEMENT AND Sr_ LOPE ELEV. PER ARCH � SUBGRADE BY OTHER ONCRETE SLAB—ON—GRADE NATURAL Oo o ° o o PER PLAN. SLOPE PER GRADE LINE ARCH 12" MIN 1 1/2" (2) LAYERS OF CLR BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12" TYP GARAGE DOOR OPENING FNDN DTL 3 NO SCALE SD2 WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS / 1/2- ISOLATION JOINT CONCRETE SLAB—ON—GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN-1Ali ELEV. PER ARCH SLOPE GRADE 8" MIN II AWAY FROM FNDNLl � • -ill..._I TL...__ °o Q #4 AT 24" OC VERT, #4 ( ° AT 18" OC HORIZ, WHERE — 12" MIN STEM WALL HEIGHT > 1'-6" 8" #4 CONT TOP AND BOTT " 3" CLR, TYP 12 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYP EXTERIOR GARAGE WALL FNDN DETAIL K 2 NO SCALE SD2 : COM Pf k N'-,. .n :.. . WALL FRAMING-, PER PLAN P,P,� .,� ' PT DF SILL AND BUTTE COUNTY AB PER 3/SD1 —SHEAR PER PLAN BUILDING DIVISION CONCRETE WHERE OCCURS PROVED SLAB—ON—GRADE EN PER PLAN ROUGHEN SURFACE 1/4- AMPLITUDE • ' I 1 1/2- 8" MIN #4 SLAB TIES CLR MIN, AT 4'-0" OC oo ° (I TYP SLOPE FINISHED _.__ #4 AT 24" OC VERT, #4 .GRADE AWAY 1. _ I FROM FOUNDATION AT 18 OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" " MIN #4 CONT TOP AND BOTT 12" MIN • 8" 3" CLR, TYP _12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 'mp ESSIONq C : N 6 1 8� �c 30/ 8 Cl v gTFOF CAO 0(do2li THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS _-d''`J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) W z ® O N 0 < Lu m U V) :D Z °C a o0U I- Q N LLJ 0 U �G U Zj� U OG O �z Q v) I Ln Q O vJ r REVISIONS: DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: FOOTING SCHEDULE FOOTING 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" 1 4'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.-, T SILL PLATE CONCRETE SLAB—ON—GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE CONC SLAB PER 6 SD2 5 SD2 ;OLAlION JOINT 'aONCRETE SLAB—ON—GRADE 'ER PLAN. SLOPE PER kRCH WHERE REQ'D ELEV. PER ARCH SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE 4 SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 2/SD2 WITH #4 TOP I" HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING jj WHERE REQUIRED 1/2- ISOLATION JOINT 1 /2" ISOLATION JOINT BEYOND PAVEMENT AND Sr_ LOPE ELEV. PER ARCH � SUBGRADE BY OTHER ONCRETE SLAB—ON—GRADE NATURAL Oo o ° o o PER PLAN. SLOPE PER GRADE LINE ARCH 12" MIN 1 1/2" (2) LAYERS OF CLR BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12" TYP GARAGE DOOR OPENING FNDN DTL 3 NO SCALE SD2 WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS / 1/2- ISOLATION JOINT CONCRETE SLAB—ON—GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN-1Ali ELEV. PER ARCH SLOPE GRADE 8" MIN II AWAY FROM FNDNLl � • -ill..._I TL...__ °o Q #4 AT 24" OC VERT, #4 ( ° AT 18" OC HORIZ, WHERE — 12" MIN STEM WALL HEIGHT > 1'-6" 8" #4 CONT TOP AND BOTT " 3" CLR, TYP 12 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYP EXTERIOR GARAGE WALL FNDN DETAIL K 2 NO SCALE SD2 : COM Pf k N'-,. .n :.. . WALL FRAMING-, PER PLAN P,P,� .,� ' PT DF SILL AND BUTTE COUNTY AB PER 3/SD1 —SHEAR PER PLAN BUILDING DIVISION CONCRETE WHERE OCCURS PROVED SLAB—ON—GRADE EN PER PLAN ROUGHEN SURFACE 1/4- AMPLITUDE • ' I 1 1/2- 8" MIN #4 SLAB TIES CLR MIN, AT 4'-0" OC oo ° (I TYP SLOPE FINISHED _.__ #4 AT 24" OC VERT, #4 .GRADE AWAY 1. _ I FROM FOUNDATION AT 18 OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" " MIN #4 CONT TOP AND BOTT 12" MIN • 8" 3" CLR, TYP _12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 'mp ESSIONq C : N 6 1 8� �c 30/ 8 Cl v gTFOF CAO 0(do2li THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS _-d''`J�► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) W z ® O N 0 < Lu m U V) :D Z °C a o0U I- Q N LLJ 0 U �G U Zj� U OG O �z Q v) I Ln Q O vJ r REVISIONS: DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: ROOF PLY AND NAILING PER PI E.N 2X BLOCKING FASCIA BY OTHERS--[,,,,, E.N: SHEAR PER SWS TYPE "6", TYP ENTIRE TRUSS HEEL— PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8- MIN. -- E. N., IN E.N., TYF SHEAR PER PLAN TYPICAL EAVE DETAIL NO SCALE 2.5T EA. TRUSS PLATE PER 6/SD1 FRAMING PER PLAN ROOF TRUSSES BY OTHERS 11 SD3 E.N E.N. HEAR NAIL TYPE "6" ENTIRE WALL- 16d ALL-16d AT 6" O.C. EN, ROOF PLY AND NAILING PER PLANS LUS HANGER AT EACH TRUSS ROOF TRUSSES BY OTHERS --\ ROOF PLY AND NAILING PER PI 2X BLOCKING �H2.5T EA. TRUSS TOP PLATE PER 6/SDI 2x6 STUDS AT 16" O.C. SOLE PLATE WITH NAILING PER 1 /SD1 ---BEAM PER PLAN ROOF TRUSSES BY OTHERS r _ ST12 STRAP EACH /J—J TRUSS TO BEAM TYPICAL DETAIL 9 NO SCALE SD3 AT 3" WIDE STRAP AND SINGLE -PLY DRAG TRUSS, OR AT OFFSET DRAG TRUSS ADD 2X4 DF#2 X 10' LENGTH, OR 2X4 DF#2 BLOCKS FOR 6' LENGTH TO BOTTOM CHORD OF DRAG TRUSS WITH (2) 16d AT 12" O.C., (4) MIN PER BLOCK DRAG TRUSS PER PLANTL-PERP. TRUSS L—" BY OTHERS, TYP EAVE CONN. PER 1 /SD3, TYP + STRAP PER PLAN TOP PLATE PER 6/SD1 OR BEAM PER PLAN WHERE OCCURS 1 2 STRAP LENGTH WALL FRAMING U.N.O. POST PER PLAN PER PLAN, TYP WHERE OCCURS TYPICAL DRAG TRUSS DETAIL v BOTTOM CHORD OF TRUSS BY OTHERS, SIMPSON STC CLIP AT EACH TRUSS __--1 /2" GAP NON-BEARING WALL WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS - 1/2" GAPS \TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF 3 NO SCALE SD3 NO SCALE SD3 ROOF PLY. & NAILING PER PLAN PROVIDE GAP BETWEEN E.N. E.N. PANELS AS REQ'D. BY MFR., 1/8" MIN. r ROOF PLY AND A35 CLIP PER SHEAR WALLNAIR PLANOTHERSSCHEDULE, OTHERWISE TRUSS BY 4'-0" O.C., TYP. VALLEY FILL TRUSS AT 24" O.C. AND CONNTO ROOF BYDRAG TRUSSOTHERSPER PLANROOF PLY AND NAILING PER PLAN ADDED H2.5T EA. ROOF PLY RBC CLIP PER SHEAR TRUSS AND (2) AT BRACES LONGER AND NAILING WALL SCHEDULE, MULTI -PLY " PER PLAN % TRUSSES, WHERE THAN 6 -0 WITH OTHERWISE 4'-0" O.C., TYP. 16d AT 12" O.C. E.N. PLY AT DISCONTINUOUS OFFSET DRAG TRUSS CONDITION E.N. TRUSS 2X6 BRACE AT 4'-0" SLEEPER OCCURS SOLID BLOCK W/ (4) 16d NAILS BLOCKS, o WITH 12d AT TYP --(2) 16d TOENAILS OR SOLID BLOCK WITH EACH END �12d AT 16" O.C. 16" O.C. CLIP &SPACING PER a END NAILS, TYP EA END H2.5T EA. TRUSS PLAN/SHEAR WALL SCHEDULE -\ OF EA SLEEPER BLOCK AND (2) AT• MULTI -PLY TRUSSES E.N. E,N, H2.5T EA. TRUSS • 1/2" RATED (32/16) AND (2) AT E.N. 2X BLOCKING AT 4'-0" O.C., 2X SLEEPER BLOCK SOLID BLOCKING SHEATHING WITH 8d AT 6" MULTI -PLY TRUSSES T&B, 3) 12d T.N. EA. END BETWEEN ALL SUPPORT TRUSS O.C. E.N. AND 12" O.C. F.N. ( VALLEY FILL BY OTHERS, TYP BEAM PER PLAN DBL TOP PLATE TOP PLATE PER 6/SDI (3) 16d T.N. EA BLOCK 6d NAILS AT TRUSSES WITH EA) SHEAR PER PLAN—1 PER 6/SDISUPPORT TRUSS PLYWOOD &NAILING PER PLAN ► NOTE: ALL WALL PLATE HEIGHTS ARE OVERHANG SHEAR TRANSFER DETAIL NO SCALE 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 PER ARCH - E.N. IRV +�---- TYP RAKED PLATE II WHERE OCCURS•,: � II 2X BLOCK I+1 CS16 X j 79_0" FLAT, TYP LENGTH- _�r --- _ __.__ _ _ ____ _ _. ____ _ ___ __ __ BEAM PER P J +_ +S + _+ + - E.N. 1 TYP TOP PLATE I +I PER 6/SD1 II it WALL FRAMINGI ( I 1 PER PLAN, TYP--- I+I I+) II II 11 SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED 1/2 STRAP LENGTH NOTCH BEAM AT PERPENDICULAR PLATES, WHERE OCCURS LSTA18 E.S., UNO. 0 �i MSTA36 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE / PER 6/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN PLY WITH 8d NAILS AT 6" O.C. \TRIMMER/S POST CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD PER PLAN NOTE. OMIT TOP PLATE STRAP WHERE TOP PLATES RUN CONTINUOUS OVER BEAM. TYPICAL OFFSET TOP PLATE DETAIL 10 TYP TOP PLATE -BEAM DTL (IF REQ'D) 7 NO SCALE SD3 NO SCALE SD3 PER ARCHITECTURAL DRAWINGS, TYPICAL. INTERIOR DRAG TRUSS DETAIL F5 TYP OVERFRAMING AT VALLEY -FILL TRUSSES 2 NO SCALE LSM NO SCALE SD3 ROOF PLY AND NAILING PER PLAN 2'-0" MAX N 2'-0" (3) 16d TOENAILS /E•N• FASCIA BY OTHERS NOTE: CONTRACTOR S DEPTH AND LO MFR. PRIOR TO HALL CATION • • E.N. O 2X4 DF#2 FLAT c/1 OUTLOOKER AT m 24" O.C., NOTCH Ui U cV) VERIFY NOTCH W PLY AND TOP 1 Q� WITH TRUSS U CHORD TO SEAT c�� O CUTTING. _j OUTLOOKER U 1 DC GABLE END DRAG ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. A35 CLIP PER SHEAR WALL 2X6 BRACE AT SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. E C6AILS HEND PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8- MIN. L • E.N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 6/SDI \(3) 16d T.N. EA BLOCK SHEAR PER PLAN WALL FRAMING PER PLAN C071 L 9 ebrs x.66-��dM1.,•"r.-. Ear lh: l t ti k a'u ? A +gyp g BUTTE COUNTY BUILDING DIVISION APPROVED ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N� SOLID BLOCKING H2.5T EA. TRUSS AND E.S. AT MULTI -PLY AND DRAG TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 6/SD1 SHEAR PER PLAN BEAM PER PLAN, WHERE/IF OCCURS WALL FRAMING PER PLAN NOTE: SEE DETAIL 12/SD3 FOR TYPICAL EAVE AT STANDOFF HEEL TRUSSES. TYPICAL GABLE END TRUSS DETAIL 4 TYPICAL EAVE DETAIL NO SCALE SD3 NO SCALE oQR()FESS/047 2 �N 8z � E 0/1 sT C/Vi\' gTFOF CA0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 0 "421 SUMMIT STRUCTURAL DESIGN REVISIONS: DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: W z O c/1 m Ui U cV) W �Q Q� U U c�� O _j cr U DC O (Dz V) < N i Ln Q O UJ s REVISIONS: DATE: 04/25/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-178 SHEET: