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B17-0730 038-250-046
SCALE: 1/4" - 1'-O" FOUNDATION__NOTE5: 1) VERIFY ALL DIMEN51ONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2) SEE TYPICAL FOUNDATION DETAILS. 3) 5LAB_5ECTION: 4) 4" CONCRETE SLAB WITH #3 REBAR AT 18" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB 5) 2" SAND (DELETE AT EXTERIOR SLABS) 6) 6 -MIL POLYETHYLENE VAPOR RETARDER W/ JOINTS LAPPED NOT LE55 THAN 6" BETWEEN THE BASE COURSE OR SUB -GRADE 4 CONCRETE FLOOR SLAB (NOT REQUIRED AT PORCH SLABS) "1) 4" FREE DRAINING MATERIAL 8) PROPERLY PREPARED 5UBGRADE q) PLUMBING, SPRINKLER AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. [VNPERFL00R",'/ TILATION] 4 q q.5 50 FT IN ADDITION _1 50,0 DIVIDED BY 150 3.4 50 FT OF REQUIRED VENTILATION 24" x 1 8' FOUNDATION ACCESS VENT 220 NET 50 INGHES'NET FREE VENTILATION AREA' (NFVA) 50 DIVIDED BY 144 INCHES IN SQ FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT &'X 14" FOUNDATION VENT -71.0 NET 50 INCHES "NET FREE VENTILATION AREA" (NFVA) •1 DIVIDED BY 144 INCHES IN 50 FT 0.411 NFVA 50 FT PER TYPICAL FOUNDATION VENT 3.4 REQUIRED 50 FT OF VENTILATION 115 LESS (1) FOUNDATION ACCESS "NFVA" 1.11 R- 1 q 0.49- DIVIDED BY 0.4q 50 FT PER FOUNDATION VENT 3.11 REQUIRED FOUNDATION VENT5 PRO\/I1DE f1) FOUNVATION .ACC. PLU5 (4) '5CREENED'FOUND 4TION VENT -5"", FOUNDATION -VENTILATION NOTE: PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH CORNER OF THE BUILDING. FOUNpATION PLAN STRUCTURAL NOTE5- 1.) 5 E TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1 643 (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. G- 4" FREE DRAINING MATERIAL-5EE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED 5UBGRADE-SEE 501LS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES PROVIDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CALIFORNIA BUILDING CODE TO MINIMIZE SHRINKAGE CRACKING. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G. 5.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) TYPICAL FLOOR J015T SHALL BE: 2x6 DF#2 AT 1 6" O.G. (MAX SPAN - 6'-0") -1.) PROVIDE DOUBLE J015T UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST. 8.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. q.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' END5 OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR EOUIV. (0.148" DIA X 3") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGE5 U.N.O. BY PANEL MANUFACTURER. 1 1.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 12.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'5 WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. 13.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 14.) ANY DISGREPANGIE5 BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 15.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL 51ZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 16.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 11.) PROVIDE METAL HANGERS PER q/5D 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 18.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. Q In FV FV 1 8'-2 -I/8" FV - - - - - - - - - - -101, b in N N v w Q n al 0 X 0. ItH GRADING AT FOUNDATION: FV THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE I BUILDING AT A SLOPE OF NOT •, _ ( 'Spv LF -55 THAN 6 INCHES WITHIN THE 2FIRST 10 FEET (5% SLOPE). HIS PLAN TO COMPLY WITH THE_FOLLOWINO: • 201 6 CALIFORNIA RESIDENTIAL CODE (CRC), • 201 6 CALIFORNIA MECHANICAL CODE (CMG), • 201 6 CALIFORNIA PLUMBING CODE (GPC), • 201 6 CALIFORNIA ELECTRICAL CODE (CEG), • 2016 CALIFORNIA FIRE CODE (CFC), • 2016 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (COMMONLY GALLED "CALGREEN') OCCUPANCY GROUP: • OCCUPANCY 15 AG CON5TRUCTION TYPE: • CONSTRUCTION TYPE 15 VB SCALE: 114"- 1'-O" FLOOR PLAN NOTE5: 1.) NOTE: ALL NOTES ON THIS PLAN REFER TO THE NOTES, LOCATED ON SHEET 6. 2.) AUTOMATIC, RESIDENTIAL FIRE SPRINKLERS ARE NOT REQUIRED FOR THIS RE51DENCE 3.) SUBMIT FINAL GON5TRUC,TION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. GGBG 4.408 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES CHECKLIST TO THE BUILDING DEPARTMENT. GGBG 5.) PLATE HEIGHT TO BE q' UNLE55 NOTED OTHERWI5E. 6.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALLS: 2"x6" DF STUDS ® 16" C/C INTERIOR WALLS: 2"x4" DF STUDS ® 1 6" G/G FIRE SPRINKLES_ TOLD TOP OF • NOT REQUIRED .5 AT 6-8". I 1 r 1 I UNDERFLE OOR_AGG55: SKIP OR CONTINUOUS SHEATHING: N/A I f I I PROVIDE AT LEAST (1) 1 6"x24" UNDER FLOC UNDERFLOOR AREAS IF THROUGH A PERIMET NOTE: PROVIDE AT LEAST (1) 18"X24' UNDER FLOC CONTRACTORS ARE REQUIRED TO BE EPA CERTIFIED IN I 3/4" PLYWOOD T46, OVER, I UNDERFLOOR AREAS IF THROUGH THE FLOOf LEAD SAFE METHODS AT RENOVATIONS OF HOMES BUILT = 2"x6" DF#2 FLOOR JOIST AT 1 6"G/G UNDERFLOOR_GLEANOUT5; PRIOR To 111-18. I (\ I SHALL BE LOCATED WITHIN 20' OF AN I � EXTERIOR CRAWL SPACE AG �n ANCHOR 13OLTS: 0 PROVIDE ANCHOR BOLTS (1 /2-X 10- AT 1 SINGLE HUNG DH DOUBLE HUNG I 1/2"x 12" AT 2 POUR SYSTEMS) AT 6' C/G 50 51NGLE CASEMENT DG WITHIN 1 2" OF ALL JOINTS. PROVIDE 3"X�! MINIMUM TITLE 24 REMIREMENT5: LS t r:2 PLATE WASHERS AT EACH BOLT. •1 FV ISD2 SINGLE AWNING RAISED FLOOR INSULATION: R- 1 q 2ND FLR: N/A I ANCHOR BOLT -NOTE: WALL INSULATION: R- 1 q YPICALI IN LOCATIONS WHERE HOLD DOWN ANGH( VAPOR BARRIER: N/A r , DOES NOT ENGAGE HOLD DOWN, PROVIi WINDOWS: VINYL LOW E, U FACTOR .30 SHGG .23 ' ROD OF SAME DIAMETER AS 55TS WITH C ATTIC, INSULATION: R-30 I I DUCT INSULATION: N/A ' REBAR o_5TEM_WALL5: WATER HEATER EFFICIENCY, 50g OR LESS: N/A I FOUNDATIONS WITH STEM WALLS SHALL B ON -DEMAND WATER HEATER, W/EF@85%: N/A WITH A MINIMUM OF ONE #4 BAR AT THE TC HEATING EFFICIENCY: N/A I I AND ONE #4 AT THE BOTTOM OF THE FOG COOLING EFFICIENCY: N/A 1506.1. 1. G.B.G.) I COOLING EFFICIENCY: N/A - RADIANT RADIANT BARRIER: N/A I 1 r 1 I UNDERFLE OOR_AGG55: SKIP OR CONTINUOUS SHEATHING: N/A I f I I PROVIDE AT LEAST (1) 1 6"x24" UNDER FLOC UNDERFLOOR AREAS IF THROUGH A PERIMET NOTE: PROVIDE AT LEAST (1) 18"X24' UNDER FLOC CONTRACTORS ARE REQUIRED TO BE EPA CERTIFIED IN I 3/4" PLYWOOD T46, OVER, I UNDERFLOOR AREAS IF THROUGH THE FLOOf LEAD SAFE METHODS AT RENOVATIONS OF HOMES BUILT = 2"x6" DF#2 FLOOR JOIST AT 1 6"G/G UNDERFLOOR_GLEANOUT5; PRIOR To 111-18. I (\ I SHALL BE LOCATED WITHIN 20' OF AN I � EXTERIOR CRAWL SPACE AG �n '-6 -7/b" L FG FIXED GLASS 0 5H SINGLE HUNG DH DOUBLE HUNG SD2 50 51NGLE CASEMENT DG DOUBLE CASEMENT TG TYP LS t r:2 R5 •1 FV ISD2 SINGLE AWNING 1 b"50 X 1:2"N/ I DOUBLE AWNING TA I I HOPPER (2) #4 YPICALI , LV b r , N I "NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. L__ SD ' TYP (2 PLCS) �- i i I I , I L•----- '-6 -7/b" L FG FIXED GLASS 0 5H SINGLE HUNG DH DOUBLE HUNG X 50 51NGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT LS LEFT SLIDING** R5 RIGHT 5LIDING"" T5 TRIPLE SLIDING=" AW SINGLE AWNING FA DOUBLE AWNING TA TRIPLE AWNING HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO OLA55 "NOTE: WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. FOR ALTERATIONS OR IMPROVEMENTS TO SINGLE-FAMILY RESIDENCES, AS A CONDITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURES WITH WATER -CONSERVING PLUMBING FIXTURES. GA SENATE BILL 40?. NON-COMPLIANT FIXTURES: 1) TOILETS + 1.6 OFF 2) URINALS +1.0 OFF 3) 5HOWERHEAD +2.5 GPM 4) INTERIOR FAUCET +2.2 GPM FLOOR PLAN_5TRUGTURAL_NOTE5:_ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X(o DF STUD AT 1 6" O.G. INTERIOR WALL5: 2X4 DF STUD AT 16* O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. (5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. -1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 6 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS 22 18q SAMSON AVENUE, CORNING, CALIFORNIA q&021 PHONE: (530) 321-1242 CELL EMAIL ADDRESS: MaxoCadMama.com 5HOWER COMPARTMENTS: SEE NOTES, BATHROOMS. SHOWER VALVE_NOTE: SEE NOTES, BATHROOM. TOILET: SEE NOTES, BATHROOM. EXHAUST_DUGT5: SEE NOTES, BATHROOM. = TILE SHOWER 0 N m X } O W O L Q m N I t- Ov ' m 3 � 4 SD1 TYP. 5W �VM1�111 71 RVVIVR/tL LG71VIY - �1 RVVIVR/L GI 383 RIO LINDO AVENUE #200, CHICO, GA 851126 (530) 5112-440-1 WORK EMAIL ADDRE55: Andyo5ummitGhlco.com I.- I WINDOW5: SEE NOTES, WINDOWS Q DOORS. b �1 5020L PE.AMIY#,�FJ17 - o7 o _ BUTTE COUNTY DEVELOPMENT SERVICES REIEVIED FOR CoGoNrl'L. SCE DATE BY G:\Users\Steve\Documents\chief Xq Plans\Button - Additlon\Button - AdditlonJayout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRESS: XXXXXXXX ARCH D (24" X 36'7 WHILE EVERY ATTEMPT HA5 BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 5JC CONSULTING g;�tiwvw .�s EN JOHN50N 530-5-10-00-11 1 525 CITRUS AVENUE CHICO. CALIFORNIA g 5 q 26 saJohnson 100logmall.com ENERGY GALLS BY: GOLDEN SUN - vr�� DEslv+s ` �Q©MAX RAMIREZ 4 QRUrcJJlp�%\ sjgT CIV11 L F0FCAL THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH m z < TO O z Z z u�i p I- L (11 < m < < J W mQul O z O Q/10 lu LU E- Lu O a. � < z z� Lu I- ~w w z Z IS) N Z Z Q Cj OL < J Q --1 W J IL ? Q Q Wpm �QQ v130 (L IL IL L[VABLE: 210-7 SgFt (E) _4.99,5 SgFt NEW 2606 SgFt TOTAL GARAGE: 1 120 5gFt (E) DATE: 4/20/2017 SCALE: SHOWN .2u0*w SHEET .2 0 COPYRIGHT 201 6 STEPHEN A. JOHN50N - DESIGNER 15 2 5 CITRUS AVENUE CHICO'CA g 5 q 2 6 CELL: 530-5'70-00'71 EMAIL ADDRE55: saJohnson 1009®gmall.com -77 PITCH 5/ 12 SCALE: 1/4" - 1'-0" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 5:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 36" AT OVERHANG 4 36" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 499.5 SOFT OF ATTIC 300 DIVIDED BY 150 1.61 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) GABLE ENP_y€NT5 RECT6N6LE_6A5LEZND-VENT5 0.164 SOFT - (1)14"x 18" GABLE END VENT (1 10 50 IN EACH) - 0.164 SOFT 0.164 SOFT OF UPPER NFVA REOTANOULA_R€AVIEVENT5- NQTIN AOi/,L 1.112 SOFT - (4)3 1 /2"x22 1 /2" EAVE VENTS (40 50 IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 1.112 SOFT OF LOWER NFVA 1.5,16 TOTAL SOFT OF - a ROOF PLAN STRUCTURAI_. NOOJES_ 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-502 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 1" DIA X 2 1 /2") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE: 6X8 DF -L #2 UNO. 5.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T GONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 6.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. '1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. cl.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCE55 AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRU55 DESIGNS BECOME AVAILABLE FROM TRU55 MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 1 1.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRU55 MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY DISCREPANCIES. 12.) PROVIDE METAL HANGERS PER 9/5D 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE. COMP_OSITIO.N_ROOFJNG_ OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH Sd'5 AT 6, 1:2"r,16. PITCH 4 / 12 BLOWN ATTIC INSULATION 8' PLATE HEIGHT AS PER ENERGY GALLS NOTE: PROVIDE PLASTIC OR 36" ROOF OVERHANG POLYSTYRENE BAFFLES ROOF VENTILATION: BAFFLES TO MAINTAIN 1" SEE ROOF PLAN 4 ROOF CLEARANCE BETWEEN VENTILATION CALO5. TRU55E5_0_24"-C/C INSULATION 4 ROOF SHEATHING. DESIGN 4 GALLS BY OTHERS GRG SECTION R606.5. FASCIA d GUTTER: CONNECT TO 2"x3" DOWNSPOUTS 2" X 6" STUDS ® 1 6" c/c 3/4` PLY_WOOp SUBFLOOR: OVER 2"xb" FLOOR JOISTS 0 1 6" CIO EN IIIIIIII IIIiI(JIhIIIIIUIIIIII�111Vu'I'flllll�llll i+lir��,� '11111111I111h ,� 3 SCALE: 1/4" - 1'-0" FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS SCALE: 114"- V -O" WWr ELECTRICAL SHALL BE INSTALLED PER.THE G.E,G_ ALL AREAS: 1.) REFER TO THE MANDATORY-.MEA5URE5 FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENT5 THROUGHOUT. 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. CEG ART. 2 10.1 2 (B). 3.) RECEPTACLES:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. GEC ART. 210.52 (A). 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 3 14.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEC SECTION 514.27 (A) 4 (D). 6.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 1.) CEILING FANS Y4/LIGHT: FLOURSGENT W/ SWITCH OR INCANDESCENT W/ DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS: SHALL SE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. G LIGHTING 4 IRRIGATION 10.) PROVIDE STUB FOR LANDSCAPE LI IN TIMER. E (CONFIRM) ) 1 1. ) MAINELECTRICALSERVICE:_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 SUB PANEL. KITCHEN, PANTRY 4 DINING AREAS: 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. 13.) 15LAND_OR PENINSULA: PROVIDE A GFGI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER CEO ART. 210.5 2 (0) (243) AND ART. 2 10.8. 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR 51MILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER OEC ART. 210.52 (B). 15.) COUNTERTOP -RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT 15 1 2" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEO ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. LAUNDRY 4 UTILITY ROOMS: 16.) LAUNDRY_4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 2 10.1 1 (C) (2). 11.) DRYER.OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO. A01 D ON ' BEDROOM: 1 8.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE DWELLING. 5MOKE/CARBON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE E CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR SMOKE ALARMS. 1q.) CLO5ET5 LIGHT5: PER C.E.C_ BATHROOMS: 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART. 2 10.1 1 (C) (3). 21.) BATHROOM 1-I6HT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 22.) LIGHTEIXTURES IN TUB OR 5HOWER ENCLOSURES: TO BE LABELED "SUITABLE FOR DAMP LOCATION' PER GEC ART. 4 10.1 O (A) 4 (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B.) UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDI5TAT WHICH SHALL BE READILY ACCESSIBLE. C.) HUMIM15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM _NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) YVHOLE BUILPIN6 VENTILATION:_ ONE OF THE BATHROOM EXHAUST FANS, AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 15 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS:- INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR 5HOWER. CRO R514.3. GARAGE: 21.) 6ARAGE RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT SWITCH TO HAVE VACANCY SENSOR- 1_I6HT5 TO BE HIGH EFFICACY. 28.) 6ARA6E FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE 4 SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDE5 OF THE OCCUPANCY SEPARATION BETWEEN THE 6ARA6E AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. EXTERIOR: 30.) EXTERIORREGEPTAGLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI PROTECTED. CEO ART. 210.5(5). 3 1.) OUTDOORI.IGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING I5 ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EM65) 32.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED ® FRONT DOOR - WP/GFGI PROTECTED. 33.) H_VAC.GOND. UNIT; PROVIDE 220Y ELECT. DISCONNECT W/ 30"X30" CLEAR WORKSPACE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 34.) PROVIDE LIGHTS, 5WITOHE5 AND RECEPTAOLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-1242 CELL EMAIL ADDRESS: Max®CadMama.com CLOSETS: SEE ELEGTR NOTES: CLQ I COMPLY WITH CALIFORNIA ELECTRICAL The bathroom exhaust fan shall be controlled CODE -ART. 210.8 ground fault with humidistat control capable of adjustment protection shall be required in all bathrooms, between a relative humidity range of 50% to kitchen, laundry, utility & wet bar sinks, and 80%. 2013 CGBC Section 4.508 exterior receptacles EXHAUST FAN: SEE ELECTRICAL NOTES: D 0 EXHAUST FANS. } BATHROOM NOTES: / SEE ELECTRICAL NOTES: BATHROOMS. / _ "'\ I1 SMOKE/G,O. ALARMS E S. (FICAL NOTE SMOKE/C.O"AI.ARMS. O \V (E) BEDROOM 4 HALLWAY NOTES: SMOKE DETECTORS SHALL BE INSTALLED IN ALL EXISTING SLEEPING ROOMS AND ANY ROOM OR HALLWAY LEADING TO SUCH SLEEPING ROOMS. THESE SMOKE DETECTORS MAY BE 501 -ELY BATTERY OPERATED WHEN INSTALLING IN EXISTING BUILDINGS AS PER 2015 GRG SECTION R3 14. SMOKE/C.0,-ALARMS; SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. BEDROOM 1 BATH so SMOKE/C.O. ALARMS: SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. G 5MOKE/C,O,ALARM5; SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. so SMOKE/C.O. ALARMS: SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. BEDROOM 2 LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 3 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - '70 FT. WHOLE BUILDING VENTILATION RATE SUMMARY MAX.._ALLOWABLE DUCT_LENGTH - NO LIMIT Of an - FAN FLOW RATE (r -fm) Afloor - CONDITIONED FLOOR AREA Nbr-_NUMBER_OF BEDROOMS (MIN_ 1) of an - (0.01 X Afloor) + (7,5 x (Nbr + 1)) Wan - (0.01 x 2607) + (7.5 X (4+ 1)) Qfan - 26.07 + 37.5 Qfan - 63.5"1 (ROUNDED TO_64 CPM_ ) 5EE-ELECT RIOAL__ NOTE 5� "ALL AREAS" FOR MANDATORY MEASURES. HALLWAY EXTERIOR. LIGHTING: SEE ELECTRICAL NOTES: LIGHTING. F.2 04IIiIol I KITCHEN PERMIT# BUTTE COUNTY DEVELOP!.^ENT SERVICES REVIEWED FOI �® COMPLI !CE DATE cJ 9- 17 BY RKCH U (24 X 067 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY. 5JO CONSULTING E HEN JOHNSON 550-5-10-0011 1 525 CITRUS AVENUE CHICO, CALIFORNIA 95926 sa johnson 1 Oo1ogmall.com ENERGY CALC5 BY: PGOLDEN SUN DESIG'�9 ®�/ Q MAX Q ` RAMIREZ fi e�Ur�.,olOn�, C ��V4 C. JO o s 6 8 02 `gym ono $ sTArFFIC THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH m BUILD - !L Q L� Z < O OzZz° Q I IL d) CD -1 W LU_J 0 z LU LU In z I) tI 1 V < Koo Jl� LU < Z Z� '� 7 gyp\ U) V .)O N � z v o J I- vJ W �LU LU Z <II -L1 F- 30> <L7 -tun <Zdd��,4 L ? tL� tY to 'j LL LL OOww��v OLQCWWPin LIVABLE: 2 10'7 SgFt (E) _419,5 SgFt NEW 2606 SgFt TOTAL GARAGE: 1 120 5gFt (E) DATE: 4/20/2017 SCALE: SHOWN Y WOL Y 4 SHEET vs O COPYRIGHT 201 6 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER SAUsers\Steve\Documents\Chief X9 Plans\Button - Addltlon\Button - Addltlon.layout STEPHEN A. JOHNSON - DESIGNER 383 RIO LINDO AVENUE x200, CHICO, GA 95926 OWNER: XXXXX 1525 CITRUS AVENUE (530) 592-4401 WORK (530) XXXXX HOME (530) XXXX DELL CHICO, CA 95926 EMAIL ADDRESS: Andy®SummltChlco.comEMAIL ADDRESS: XXXXXXXX CELL: 530-510-0011 EMAIL ADDRESS: 9ajohnson 1001®gmaIIxom 8' PLATE HEIGHT 36" ROOF OVERHANG 5r� TYPICAL, U.N.O. TI -1 1_51DING: 1 /2" GYP. BD. A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FIN15HES 15 REQUIRED, INSULATION: MATCH EXISTING SIDING AS PER ENERGY GALLS EH .;.I III ill'ii I Ill bill :III.. EN FINISH 6RADE - 1 51..OPr AWAY FROM FOUNDATION FINISHED GRADE FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS SCALE: 114"- V -O" WWr ELECTRICAL SHALL BE INSTALLED PER.THE G.E,G_ ALL AREAS: 1.) REFER TO THE MANDATORY-.MEA5URE5 FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENT5 THROUGHOUT. 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. CEG ART. 2 10.1 2 (B). 3.) RECEPTACLES:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR OPENINGS SHALL HAVE A RECEPTACLE. GEC ART. 210.52 (A). 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 3 14.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEC SECTION 514.27 (A) 4 (D). 6.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 1.) CEILING FANS Y4/LIGHT: FLOURSGENT W/ SWITCH OR INCANDESCENT W/ DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS: SHALL SE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. G LIGHTING 4 IRRIGATION 10.) PROVIDE STUB FOR LANDSCAPE LI IN TIMER. E (CONFIRM) ) 1 1. ) MAINELECTRICALSERVICE:_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 SUB PANEL. KITCHEN, PANTRY 4 DINING AREAS: 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. 13.) 15LAND_OR PENINSULA: PROVIDE A GFGI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER CEO ART. 210.5 2 (0) (243) AND ART. 2 10.8. 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR 51MILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER OEC ART. 210.52 (B). 15.) COUNTERTOP -RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT 15 1 2" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEO ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. LAUNDRY 4 UTILITY ROOMS: 16.) LAUNDRY_4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 2 10.1 1 (C) (2). 11.) DRYER.OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO. A01 D ON ' BEDROOM: 1 8.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE DWELLING. 5MOKE/CARBON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE E CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR SMOKE ALARMS. 1q.) CLO5ET5 LIGHT5: PER C.E.C_ BATHROOMS: 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART. 2 10.1 1 (C) (3). 21.) BATHROOM 1-I6HT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 22.) LIGHTEIXTURES IN TUB OR 5HOWER ENCLOSURES: TO BE LABELED "SUITABLE FOR DAMP LOCATION' PER GEC ART. 4 10.1 O (A) 4 (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B.) UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDI5TAT WHICH SHALL BE READILY ACCESSIBLE. C.) HUMIM15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM _NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) YVHOLE BUILPIN6 VENTILATION:_ ONE OF THE BATHROOM EXHAUST FANS, AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 15 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS:- INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 26.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR 5HOWER. CRO R514.3. GARAGE: 21.) 6ARAGE RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT SWITCH TO HAVE VACANCY SENSOR- 1_I6HT5 TO BE HIGH EFFICACY. 28.) 6ARA6E FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE 4 SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE.) 29.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDE5 OF THE OCCUPANCY SEPARATION BETWEEN THE 6ARA6E AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. EXTERIOR: 30.) EXTERIORREGEPTAGLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI PROTECTED. CEO ART. 210.5(5). 3 1.) OUTDOORI.IGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING I5 ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EM65) 32.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED ® FRONT DOOR - WP/GFGI PROTECTED. 33.) H_VAC.GOND. UNIT; PROVIDE 220Y ELECT. DISCONNECT W/ 30"X30" CLEAR WORKSPACE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 34.) PROVIDE LIGHTS, 5WITOHE5 AND RECEPTAOLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-1242 CELL EMAIL ADDRESS: Max®CadMama.com CLOSETS: SEE ELEGTR NOTES: CLQ I COMPLY WITH CALIFORNIA ELECTRICAL The bathroom exhaust fan shall be controlled CODE -ART. 210.8 ground fault with humidistat control capable of adjustment protection shall be required in all bathrooms, between a relative humidity range of 50% to kitchen, laundry, utility & wet bar sinks, and 80%. 2013 CGBC Section 4.508 exterior receptacles EXHAUST FAN: SEE ELECTRICAL NOTES: D 0 EXHAUST FANS. } BATHROOM NOTES: / SEE ELECTRICAL NOTES: BATHROOMS. / _ "'\ I1 SMOKE/G,O. ALARMS E S. (FICAL NOTE SMOKE/C.O"AI.ARMS. O \V (E) BEDROOM 4 HALLWAY NOTES: SMOKE DETECTORS SHALL BE INSTALLED IN ALL EXISTING SLEEPING ROOMS AND ANY ROOM OR HALLWAY LEADING TO SUCH SLEEPING ROOMS. THESE SMOKE DETECTORS MAY BE 501 -ELY BATTERY OPERATED WHEN INSTALLING IN EXISTING BUILDINGS AS PER 2015 GRG SECTION R3 14. SMOKE/C.0,-ALARMS; SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. BEDROOM 1 BATH so SMOKE/C.O. ALARMS: SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. G 5MOKE/C,O,ALARM5; SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. so SMOKE/C.O. ALARMS: SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. BEDROOM 2 LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 3 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - '70 FT. WHOLE BUILDING VENTILATION RATE SUMMARY MAX.._ALLOWABLE DUCT_LENGTH - NO LIMIT Of an - FAN FLOW RATE (r -fm) Afloor - CONDITIONED FLOOR AREA Nbr-_NUMBER_OF BEDROOMS (MIN_ 1) of an - (0.01 X Afloor) + (7,5 x (Nbr + 1)) Wan - (0.01 x 2607) + (7.5 X (4+ 1)) Qfan - 26.07 + 37.5 Qfan - 63.5"1 (ROUNDED TO_64 CPM_ ) 5EE-ELECT RIOAL__ NOTE 5� "ALL AREAS" FOR MANDATORY MEASURES. HALLWAY EXTERIOR. LIGHTING: SEE ELECTRICAL NOTES: LIGHTING. F.2 04IIiIol I KITCHEN PERMIT# BUTTE COUNTY DEVELOP!.^ENT SERVICES REVIEWED FOI �® COMPLI !CE DATE cJ 9- 17 BY RKCH U (24 X 067 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY. 5JO CONSULTING E HEN JOHNSON 550-5-10-0011 1 525 CITRUS AVENUE CHICO, CALIFORNIA 95926 sa johnson 1 Oo1ogmall.com ENERGY CALC5 BY: PGOLDEN SUN DESIG'�9 ®�/ Q MAX Q ` RAMIREZ fi e�Ur�.,olOn�, C ��V4 C. JO o s 6 8 02 `gym ono $ sTArFFIC THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH m BUILD - !L Q L� Z < O OzZz° Q I IL d) CD -1 W LU_J 0 z LU LU In z I) tI 1 V < Koo Jl� LU < Z Z� '� 7 gyp\ U) V .)O N � z v o J I- vJ W �LU LU Z <II -L1 F- 30> <L7 -tun <Zdd��,4 L ? tL� tY to 'j LL LL OOww��v OLQCWWPin LIVABLE: 2 10'7 SgFt (E) _419,5 SgFt NEW 2606 SgFt TOTAL GARAGE: 1 120 5gFt (E) DATE: 4/20/2017 SCALE: SHOWN Y WOL Y 4 SHEET vs O COPYRIGHT 201 6 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER SAUsers\Steve\Documents\Chief X9 Plans\Button - Addltlon\Button - Addltlon.layout STEPHEN A. JOHNSON - DESIGNER 383 RIO LINDO AVENUE x200, CHICO, GA 95926 OWNER: XXXXX 1525 CITRUS AVENUE (530) 592-4401 WORK (530) XXXXX HOME (530) XXXX DELL CHICO, CA 95926 EMAIL ADDRESS: Andy®SummltChlco.comEMAIL ADDRESS: XXXXXXXX CELL: 530-510-0011 EMAIL ADDRESS: 9ajohnson 1001®gmaIIxom N90'E Remove vegetation and debris from under and away from structure. Maintain — - clearance for a fire safe environment. KEEP CALIFORNIA GREEN PREVENT WILDFIRES IN BUTTE COUNTY i I I I I I 20' BUILDING SETBACK NE i i i MP. PORT TT LO / GRAVEL DRIV I WELL LOCATION I I Y 5d 5EP7I0 FREE AREA II 100'LEACH FREEAREA r5ERMCE PTRICAL SF CYd? G. WALK CONC. WA TO OVERHEAD ELECTRICAL -® --- -- -_ -- / I I LI II / !GONG/PAINT r j WA%HOUT 1— -J I Surface Drainage shall comply with \ I 2013 CRC section R401.3 minimumLI \ I 5% (6 inches" in 10 feet) slope away from I \ GRADING: I foundation walls THE LOT SHALL BE G j�AIJED I TO DRAIN SURFACE AN Y FROM (N) FOUNDATIO WALLS. THE GRADE SHALL F LL A 1 rI MINIMUM OF 6 INGHj'5 ITHIN 1 \ FIRSTTHE 10 FEST. CIRC b R 01 (E) CARFOF T 1 125' BUILDING SETBACK LINE (I -)_SEPTIC d LEACH FIELD: I I I I AS PER BUTTE COUNTY HEALTH I 1 1 I I I DEPARTMENT REQUIREMENTS. I I 1 (E) BARN III I I ( 25BUILDING SETBACId LINE I 1 III I I I I LOCATION NOTE: ALL STRUCTURES AND EOUIPMENTLUDIN6 OVERHAN65 SHALL BE CLEAR OF ALLI EASEMENTS. SETBACKS FROM THE SIDE, REAR AND FRONT YARD SETBACKS SHALL BE CLEAR F 5TRU TURES AND EQUIPMENT EXCEPT FOR OVERHAN& - NOT TO EXCEED 1 /5 I 1 I I I I OF THE SETBACK III I I ----------------------III-------------� 25BUILDING SETBACK LINE 2055 NEL50N ROAD, OROVILLE, GA i lily �I �li, PROP05ED RE5IDENTIAL ADDITION 2607 SOFT RESIDENCE 1120 SOFT GARAGE NORTH 3721 SOFT TOTAL 87350 SOFTLOT 5CALE: 1' - 20'-0• 4.396' LOT COVERAGE F,000 Zutj e- : A e A FLOOD PLAIN DECLARATION WAS PROVIDED BY THE OWNER CERTIFYING THE PROPOSED CONSTRUCTION WILL NOT CONSTITUTE A FEMA SUBSTANTIAL IMPROVEMENT AP#_055-250-046 260'1 SOFT LOT. SIZE: 87350 SOFT (E) RESIDENCE: 2 1 O7 SOFT TO REMAIN UNCHANGED PROPERTY_- OWNER: MIKE BUTTON 2055 NEL50N ROAD OROVILLE, GA 95938 PHONE (530) 510-9 1 95 CONTRACTOR: ADAM BIRGHARD PHONE (530) 864-5427 adamobirchardconstruction.Com SITE ADDRE55: 2055 NELSON ROAD OROVILLE, GA 95938 CONSTRUCTION PERIOD: APPROX START: 4/15/20 1 1 APPROX END: 9/ 15/201-7 SCALE. 1/e'- V -O' TH15 PLAN TO COMPLY WITH THE FOLLOWING; • 201 6 CALIFORNIA RESIDENTIAL GORE (CRC), • 201 6 CALIFORNIA MECHANICAL CODE (GMC), • 2016 CALIFORNIA PLUMBING CODE (CPG), • 2016 CALIFORNIA ELECTRICAL CODE (LEC), • 2016 CALIFORNIA FIRE CODE (II • 2016 CALIFORNIA ENERGY CODE • 201 6 CALIFORNIA GREEN BUILDINGS 5TANDARD5 CODE (COMMONLY GALLED 'GAL6REEN') OCCUPANCY -GROUP • OCCUPANCY 15 AG GONSTRUGTION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS: • NOT REQUIRED SCOPE OF REMOPEL: THE FOLLOWING ITEMS WILL BE PERFORMED ON THIS PROPERTY: 1) ADDITION OF MASTER BEDROOM AND BATHROOM OF 499.5 SgFt 2) CONNECTING EXISTING DECK TO NEW ADDITION 1::F,LAT'E"'J4.E1,&HT SCALE: 1 / 16" - V-0- MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CAL05 22 189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRESS: M8X6CadMem9LC0m 7UMMI 1 1 RVL/ 1 URAL LG71C7N - 71 RVti 1 VRf1L GI 553 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-4401 WORK EMAIL ADDRESS: AndyeSummltChlco.com PERMIT# ��� Q3-�3/0 BUTTE COUNTY DEEVEELOPMENT SERVICES REVIEWED" CC COMPLIANCE DATE J� 9 _l� BY 1317-0730 A7 038-250-046 ;MDI I ION (499) 4/21/21117 PCI 5HEET INVEX 1 EXISTING FLOOR PLAN PLOT PLAN PLATE HEIGHTS 2 PROPOSED FLOOR PLAN FOUNDATION PLAN FOUNDATION VENTILATION 3 ROOF PLAN ROOF VENTILATION CALC5 ELECTRICAL PLAN ELECTRICAL NOTES WHOLE HOUSE VENTILATION TRU55 LAYOUT SHEET SECTION A-3 4 EXTERIOR ELEVATIONS 5 MASTER NOTES SN STRUCTURAL NOTES 5P1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS AKGH L) (24 X 3 ro ) ' WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SJG CONSULTING STEPHEN JOHNSON 530-510-0011 1 525 CITRUS AVENUE CHICO, CALIFORNIA 95926 sa johnson 100 logmail.com ENERGY CALLS BY: p U GOLDEN SUN � DESIGNS © Q� MAX kv RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH m o Q �� z < >sTo 02 ZzV � Q 00" < -1 <<��w � Q LU ' O z O • • O 'tu O � �J-1 W LU Q rL v z >� N LU lSl < 7 ztu N 7 - OL W W O = L I�JW Z CL W F- F- 17- < ^d X -1-j WWIL 1.I\/AELE: 210-7 SgFt (E) _499,5. SgFt NEW 2606 5gFt TOTAL GARAGE: 1 120 5gFt (E) DATE: 4/20/2017 SCALE: SHOWN UV�OO 1t11 U SHEET ® COPYRIGHT 2016 SINttK G:\User5\5teve\Document5\Chief X9 Plans\Button - Addition\Button - Additlon.layout 51 tF'HtN A. JOHNSON - Dt51CGNtK OWNER: XXXXX 1 525 CITRUS AVENUE (530) XXXXX HOME (530) XXXX CELL CHICO'CA 95926 EMAIL ADDRESS; XXXXXXXX CELL: 530-590-0011 EMAIL ADDRESS: Sajohnson 1001mgmall.com V I I 0QMF05ITIONBOOFJNG OVER 15# FELT OVER 1/2" COX PLYWOOD OR 055 WITH Sd'5 AT 67, 12' C/c. PITCH 4 / 12 ® DOWNSPOUT ROOF_ VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION CALC5. SCALE: 1/4" - 1'-0' I,I I FINISHED GRADE ^- UNDERFLOOR VENTILATION: 5 -s`-L SEE NOTES, FOUNDATION. FOUNDATION \/ENT5: i� r SEE NOTES: FOUNDATION. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 22 1 bq SAMSON AVENUE, CORNING, CALIFORNIA q6021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRE55: MaxeCadMamacom 7Umml I 51 muU I VRAL YC7Ic IN - 71 mvC 1 UM^L- r- 555 555 RIO LINDO AVENUE #200, CHICO. CA g5g26 (530) 5q2-4401 WORK EMAIL ADDRESS: AndyeSummitChico.com PERMIT# F✓(�—Q!Ir BUTTE COUNTY DEVELOPMENT SERVICES 1VI EWE -r FOR DATE 'S _L_ _ By 1�f- C:\Users\Steve\Documents\Chlef Xq Plans\Button - Addition\Button - Addition.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRESS: XXXXXXXX WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 5JC CONSULTING EN JOHNSON 530-510-0011 1 525 CITRUS AVENUE CHICO, CALIFORNIA g5g26 sa johnson 1001egmall.com ENERGY CALC5 BY: GOLDEN SUN Nzi or DESIG'45 MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE EN6INEEW5 STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH cri m Q 0 T �0 z < 13 To v Z Ln Q T 1') < w <Lu Lu OL Oz LQ V z �n Lu J� <Z Z N '0l U), v O N Ln 00 ?Q wz —1w w� �J !Y Q W x� w� LIVABLE: 210-7 Sq.Ft (E) 4q q.5 SgFt NEW 2606 SgFt TOTAL OARAOE: 1 120 SgFt (E) DATE: 4/20/2017 SCALE: SHOWN 20@*y SHEET 14 a COPYRIGHT 201 6 STEPHEN A. JOHNSON - DESIGNER 1525 CITRUS AVENUE CHICO'CA g 5 q 2 b CELL: 550-510-0011 EMAIL ADDRE55: sajohnson 1001egmall.com TRUSSES P.24" G/G T DESIGN 4 CALGS BY OTHERS 14X 1 & VENT' I _ A8' PLATE HEIGHT L FA501A 4 GUTTER: CONNECT TO 2'XV DOWNSPOUTS, CONFIRM. SAFETY GLASS DOWNSPOUT 5050GU ( 2050FX T_1-1�_SIpING: A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES I5 i :. I REQUIRED. SCALE: 1/4" - 1'-0' I,I I FINISHED GRADE ^- UNDERFLOOR VENTILATION: 5 -s`-L SEE NOTES, FOUNDATION. FOUNDATION \/ENT5: i� r SEE NOTES: FOUNDATION. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 22 1 bq SAMSON AVENUE, CORNING, CALIFORNIA q6021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRE55: MaxeCadMamacom 7Umml I 51 muU I VRAL YC7Ic IN - 71 mvC 1 UM^L- r- 555 555 RIO LINDO AVENUE #200, CHICO. CA g5g26 (530) 5q2-4401 WORK EMAIL ADDRESS: AndyeSummitChico.com PERMIT# F✓(�—Q!Ir BUTTE COUNTY DEVELOPMENT SERVICES 1VI EWE -r FOR DATE 'S _L_ _ By 1�f- C:\Users\Steve\Documents\Chlef Xq Plans\Button - Addition\Button - Addition.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRESS: XXXXXXXX WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: 5JC CONSULTING EN JOHNSON 530-510-0011 1 525 CITRUS AVENUE CHICO, CALIFORNIA g5g26 sa johnson 1001egmall.com ENERGY CALC5 BY: GOLDEN SUN Nzi or DESIG'45 MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE EN6INEEW5 STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH cri m Q 0 T �0 z < 13 To v Z Ln Q T 1') < w <Lu Lu OL Oz LQ V z �n Lu J� <Z Z N '0l U), v O N Ln 00 ?Q wz —1w w� �J !Y Q W x� w� LIVABLE: 210-7 Sq.Ft (E) 4q q.5 SgFt NEW 2606 SgFt TOTAL OARAOE: 1 120 SgFt (E) DATE: 4/20/2017 SCALE: SHOWN 20@*y SHEET 14 a COPYRIGHT 201 6 STEPHEN A. JOHNSON - DESIGNER 1525 CITRUS AVENUE CHICO'CA g 5 q 2 b CELL: 550-510-0011 EMAIL ADDRE55: sajohnson 1001egmall.com ATTIC: ATTIC, ACCESS: ATTIC AREAS HAVING A CLEAR HEIGHT OVER 50* SHALL BE PROVIDED INITH A 22"X50' MINIMUM SIZE OPENING. CIRO R501. 1 4 r -mc, qO4. 1 0. THE ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LARGEST ATTIC, APPLIANCIE. THE ACCESS SHALL BE LOCATED IN A HALLY4AY OR OTHER READILY ACCESSIBLE LOCATION. PASSA6FINAY: A 24* INIPE SOLID FASSA&EINAY FROM THE ACCESS ENTRANCE TO THE APPLIANCE. LENOT+f: INHERE THE FA5SA6EYiAY IS LESS THAN VIN HF-16HT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20'IN LENOTH. C,Pr, 505.4. 1. PsIORKSPACE: A 50"x5O'riORKIN(5 PLATFORM TO BE SUPPLIED AT THE SERVICE 51DE OF THE APPLIANCE. r_PC 505.4 ATTIC VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE r-RO55 VENTILATION FOP, EACH SEPARATE SPACE. A MINIMUM OF l"OF AIRSPACE 15 REQUIRED BETINEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED, INITH 50% OF THE VENTING LOCATEV IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. CRO R506. 1 4 R606.2. ATMC, I-IC,HTIN6-4 CONVENIENC-F OUTLET:SEETLECTRICALNOTEV, ATTIC. BATHROOM: C,ELINC57 HEleHT5: SEE CEILIN& HEIGHTS. DRAINS: A 4'VRAIN 15 REQUIRED FOR BUILVIN65 PROVIDING MORE THAN 3 TOILETS. C,PC, TABLE 1-5 FOOTNOTE 4. EXHAUST FANS: INSTALLED P41TH A MINIMUM 50 r_FM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. FAN SHALL BE ENER(SY STAR COMPLIANT 4 PROVIDED kNITH HUMIDITY CONTROL 9 SHALL BE EQUIPPED INITH BACK-PRAFT DAMPERS. C,MC, 504.1 SEE ELECTRICAL NOTES, EXHAUST FANS. IEXHAA15T PUC,T5: TERMINATE OUT51DE OF THE 5UILVINC7 ri/ BACK -DRAFT DAMPERS. F_AUC.FT5: FLON RE5TRICTEP TO 1.2 OFM a 60 PSI. C,615SC 4.903.1.4.2. JETTEP-TU55: PROVIDE SERVICE ACCE55 PANEL FOR TUB MOTOR. PROVIDE A OF0 BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIES: PROVIDE MIRROR AT LAVATORIES. 5HONER COMPARTMENTS: )NATERPROOF SURFACE TO +-I 2". PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR INALK-THRU ENTRANCE TO SHOINER. MINIMUM FIN15HED INTERIOR AREA OF 1024 60. INCHES 49 CAPABLE OF ENCOMPASSING A 30"CIRCLE. rpHOINEIR VALVE NOTE: 5HOINERS AND TUB-SHOINER COMBINATIONS SHALL BE PROVIDED Y41TH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIO, OR COMBINATION PRE55URE BALANCE/THERMOSTATIC, MIXING VALVE TYPE.CF0408.5 SINGLE SHOINER HEAD FLOri RESTRICTED TO 2.0 GPM 0 50 PSI. 06ES6 4.303. 1.5.1 M1,11-11PLE-5HOINER HEAP5: INHEN A SHOINER 19 SERVED BY MORE THAN 1 5HOINER HEAP. THE COMBINED FLOIN RATE OF ALL SHOINER HEADS SHALL NOT EXCEED 2.0 GPM a 80 PSI, OR THE SHOINER SHALL BE PESIONEP TO ALLOYNI ONLY 1 SHOINER OUTLET TO BE OPERATED AT A TIME. SHOINER HEAD POSITIONED 50 IT DOES NOT DISCHARGE AT THE ENTRANCE OF THE SHOINER. cPr- 405A. TOILETS: 1.2 5 OALLON5 PEP, FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERAC71NO 2 REDUCED FLUSHES 4 I FULL FLUSH. C,GBSC 4.303. 1. 1. MAINTAIN 1 5'r-LEARANCE FROM C/L OF TOILET TO SIDE INALL OR OBSTRUCTION. PROVIDE 24'MIN. CLEARANCE IN FRONT. r_PC,402.54r_Rr-R5O7.l. T0ILr=_T_P^PER HOLDER: PROVIDE BACKING 0 2 6"ABOVE FLOOR. TOY4EL_I3ikR.5- PROVIDE 5ACKINO FOR, TOINEL EARS 9 44'ABOVE FLOOR. URINALS: FLON RESTRICTEP TO 0.5 GALLONS PER FLUSH. C,GBSC 4.303.1.2 riHOLF BUILVINC57NIENTILATION: SEE "NOT55', INHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. r4lNPOY45: PROVIDE SAFETY GLASS IF BOTTOM OF GLAZING IS LE55 THAN 60* ABOVE A SHOINER OR TUB SURFACE 4 DRAIN INLET. CRO 305.4.5. EXCEPTION: OLAZINC, THAT 15 MORE THAN 60". MEASURED HORIZONTALLY, FROM INATER'5 EDGE. 5EF"NOTEV. GLAZINO FOR ADDITIONAL GLAZING INFORMATION. 5EPROOM 5; FL -009 r-OVERINO: SEE "NOTIEV, FLOOR COVERING FOR ADDITIONAL INFORMATION. 5t-lOKE/_0_0..AL,ARM5: SEE *NOTEV, SMOKE/C.O. ALARMS FOP, ADDITIONAL INFORMATION. SLEEPINO ROOMS SHALL HAVE AT LEAST ONE EMEROENCY ESCAPE ANP RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE ININVOIN, POOR OR SIMILAR PEVIc,E. cpIc R5 I 0. I ININPOriS: PROVIDE 1 DOOR OR BEDROOM ININVOIN)NITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRACE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENINc5 OF 5.0 SOFT. CRC R5 1 0. 1. 5ILL HE16HT: MAX. 44"ABOVE FLOOR MIN-OFFENIN6 HE16HT: 24'. MIN, OFENINO Y41PTH: 20- VNIINVOINS MORE THAN 12'ABOVE THE FINISHED GRACE 4 HAVING OPENIN65 LOCATED INITHIN 24'OF THE FINISHED FLOOR TO BE PROVIDED INITH ININPOYi FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH ASTM F 20qo. rlRr- R5 12.2. 1. CEILIN& HEIOHT5: HABITA13LF__5Ptkr_E: HAE31TABLE SPACE, HALLINAYS 4 PORTIONS OF BASEMENTS CONTAINING THESE 5FACE5 SHALL HAVE A CEILIN6 HE16HT OF NOT LESS THAN -I'. BATHROOMS, TOILET ROOMS 4 LAUNDRY ROOMS SHALL HAVE A CEILINC5, HEIGHT OF NOT LESS THAN 6-5". EXr_ErTION5: 1.) FOP. ROOMS INITH SLOPED CEILIN65, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILIN6 HEIGHT OF NOT LE55 THAN V4 NOT LE55 THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILIN(S HEIGHT OF NOT LESS THAN 1. 2.) A SHOINER OR TUB INITH A SHOYNIERHEAP SHALL HAVE A CEILIN& HEIGHT OF NOT LESS THAN V-5* ABOVE AN AREA OF NOT LE55 THAN 50"BY 50"AT THE 5HOINERHEAP. 3.) BEAMS, &IRDER5, DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO INITHIN 6'-4"OF THE FIN15HED FLOOR. CON5TRUCTIONNASTE MANAGEMENT: 1. r-ONSTRUr-TION Y4A5TE_MANA($FMFNT: RECYCLE AND/OR SALVAGE A MINIMUM OF 6596 OF THE NON-HAZARVOUS CONSTRUCTION 4 DEMOLITION INASTE. C,65C, 4.40b. 1. 2. CONSTRUCTION INA5TE MANA6EMENTFLAN: SUBMIT A CONSTRUCTION INA5TE MANAGEMENT PLAN. THE C,ONSTRUC,TION INA5TE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE PURIN(5 CONSTRUCTION FOR EXAMINATION BY THE ENFORr,lNry AGENCY. r-650 4.405.2 5. Y4A!5Tf--t4ANAC,EMF-NT--r,OMP6NY: UTILIZE A )NASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCIN& A&ENC,Y,)NHIr_H CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAC55E OF r-0145TRUCTION 4 DEMOLITION YiASTE MATERIAL DIVERTED FROM THE LANOkFILL COMPLIES INITHSECTION 4.408. 1. NOTE: THE OINNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION INASTE MATERIAL5 Y41LL BE DIVERTED BY A riASTE MANAOEMENT COMPANY. 4. V4A5TE STREAM RIEPUC,TION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED INEI(SHT OF CONSTRUCTION 4 DEMOLITION YiASTE Vl5PO5EO OF IN LANDFILLS, INHICH DO NOT EXCEED FOUR (4) LBSJ50. FT. OF THE BUILVINO AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUC-TION INA5TE REPUCTION REQUIREMENT IN SECTION 4.408. 1. 5. DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCINC55 AGENCY INHICH DEMONSTRATES COMPLIANOFINITH C65C, 4.405.2. EMER&F_NCY__F_50AFF_ 4-RE5CUE: SEE 'NaTES-, BEDROOM, riINDOIN5 FOR ADDITIONAL INFORMATION. F-ORESS: EORES5 POOR: AT LEAST ONE E6RE55 DOOR SHALL BE PROVIDED. THE E6RESS DOOR. SHALL BE 51DE-HINOED, 4 SHALL PROVIDE A MINIMUM CLEAR INIPTH OF 5 2- kNHEN MEASURED BETViEEN THE FACE OF THE POOR AND THE STOP, INITH THE POOR OPEN CIO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE POOR OPENING SHALL NOT BE LESS THAN 'I WIN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. r_Rr_ R3 1 1.2 L-ANPINC75: THERE SHALL BE A LANPIN& OR FLOOR ON EACH SIPE OF EACH EXTERIOR POOR. THE Y41PTH OF EACH LANPINO SHALL NOT BE LESS THAN THE POOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36"MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%). C,RC, R5 1 1.3 THE LANOIN6 OR FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 1 5/4' 5ELOY4 THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SININO OVER THE LANCING OR FLOOR. CIRC, R511.5. 1. SEE"NO-TF-5', LANDINGS FOR ADDITIONAL INFORMATION. 5TAIR)NAY5: 5TAIRINAYS SHALL NOT BE LESS THAN 3 6" IN CLEAR YiIVTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIC5,HT AND BELOIN THE REQUIRED HEADROOM HEIGHT. HANPRAIL5 SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRINAY AND THE MINIMUM CLEAR Y41PTH OF THE STAIRINAY AT AND BELOYi THE HANDRAIL HEIGHT, INCLUDINO TREADS AND LANDIN65,5HALL NOT BE LE55 THAN 511/2"INHERE A HANDRAIL 15 INSTALLED ON ONE 510E AND 21"r4HERE HANDRAILS ARE PROVIDED ON BOTH SIDES. C,RC R3 1 1.1 SEE"NOTEV, STAIRS, HANDRAILS 4 GUARDS FOP. ADDITIONAL INFORMATION. - ___ - ENVIRONMENTAL-GUALITY: PROVIDE MEANS OF REDUCING THE CUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 4 INELL BEINC, OF A BUILVING5 IN5TALLERS. OCCUPANTS 4 Nr=IOHBOI;ZS. 1. FINISH MATF-P,IAL--FOI-I-UTANT-CONTFOL: FINISH MATERIALS SHALL COMPLY INITH COEC, 4.504.2.1 APHESIVE5,5EALANT5 4 CAULKS. ADHESIVES, SEALANTS I CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOININ& STANDARDS: A. APHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 CAULKS SHALL. COMPLY INITH LOCAL OR P-EC71ONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES INHERE APPLICABLE OR 5r-AOMV RULE 1 1 65 VOC, LIMITS, AS 5HOYIN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY F41TH THE RULE 1 1 65 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 4 TRICHLOROETHYLENE). 5. AF_RO5OL__APHE5fVF_5 4 SMALLER UNIT 51ZES OF ADHESIVES, 4 SEALANT 09 r-AULKINS COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, riHIr-H DO NOT _ Y4EIGH MORE THAN 1 POUND 4 00 NOT CON515T OF MORE THAN 1 6 FLUID OUNCEW SHALL COMPLY Y41TH 5TATEY41DE VOC, STANDARDS 4 OTHER REQUIREMENTS, INCLUDINO PROHIBITIONS ON USE OF CERTAIN TOXIC, COMPOUNDS, OF CALIFORNIA COVE OF REOULATIONS, TITLE 1-7, COMMENCIN& �NITH SECTION q 450-7. 2. FAINTS 4CO^.TINrv5: COBC, 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINC75 SHALL COMPLY V41TH VOC, LIMITS IN TABLE I OF THE ARE, ARCHITECTURAL SUOGE5TEP CONTROL MEASURE. AS SHOINN IN TABLE 4.504.5, UNLESS MORE STRINOENT LOCAL LIMITS APPLY. THE VOC, CONTENT LIMIT FOR r-OATINOS THAT 00 NOT MEET THE DEFINITIONS FOR THE 5PECIALTY COATIN65 CATE&ORIES LISTED IN TA13LE 4.504.5 SHALL BE DETERMINED BY CLASSIFYIN& THE COATING AS A FLAT, NONFLAT OP. NONFLAT-HIOH &LOSS COATINO, EASED ON ITS GLOSS, AS DEFINED IN 51.155ECTIONS 4.21, 4.3 6,4 4.5 -1 OF THE 200-1 CALIFORNIA AIR RESOURCES BOARD, SU&CvESTEP CONTROL MEASURE. 4 THE CORRESPONOIN6 FLAT, NONFLAT OR NONFLAT-HI&H 61-055 VOC, LIMIT IN TABLE 4.504.5 SHALL APPLY. S. AER05OL-PAINT54 COATINGS: 6615C, 4.504.2.3 AER050L PAINTS 4 COATIN65 SHALL MEET THE PRODUCT-INE16HTED MIR LIMITS FOR ROC, IN SECTION 114522(A)(3) 4 OTHER REQUIREMENTS, INCLUDIN& PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE DEPLETING SUBSTANCES, IN SECTIONS cl 4522(C X2) 4 (OX2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 1 -7, COMMENCINC, Y41TH SECTION q 4 5 20; 4 IN AREAS UNDER THE JUR15DICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY Y41TH THE PERCENT VOC, BY INEIOHT OF PRODUCT LIMITS OF REGULATION 5, RULE 4 q. 4.VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE Y41TH THIS SECTION SHALL BE PROVIDED AT THE REGUE5T OF THE ENFORCINO AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOININ(5: A. MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 5. INTERIOR M015TURE r,ONTROL: A. CONCRETF, SLAE3-FOUNDATION5: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 q OP. CONCRETE SLAB-ON-GROUNP FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE. CHAPTER 5, SHALL AL50 COMPLY INITH THIS SECTION. B. CAPILLARY BREAK: C,650 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE INITH AT LEAST ONE OF THE FOLLOININO: 1 J A 4* THICK (1 0 1.6 RNRN) BASE OF L/ZINC,H (1 2.7 MM) OR LAR.61HR CLEAN A66RE&ATE SHALL BE PROVIDED INITH A VAPOR RETARDER IN DIRECT CONTACT Y41TH CONCRETE 4 A CONGRETE MIX DESIGN. INHICH INILL ADORES5 BLEEDING, SHRINKAGE, 4 CURLING.5HALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2.) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCIN& AGENCY. 3.) A SLAB DESIGN SPECIFIED BY A LICENSED PESION PROFF55IONAL. C,. MOISTURE CONTENT OF 5UII-PINC, MATIERIAI-5: C,65C, 4.505.3 BUILDING MATERIALS rilTH V151BLE SIGNS OF IiNATER. DAMAGE SHALL NOT BE INSTALLED. INALL 4 FLOOR FRAMINO SHALL NOT BE ENr-LO5EP INHEN THE FRAMIN& MEMBERS EXCEED 1 q% M015TURE CONTENT. M015TURE CONTENT SHALL BE VERIFIED IN COMPLIANCE V41TH THE FOLLOININ(5: A. M015TURE CONTENT SHALL BE DETERMINED)NITH EITHER A PROEE-TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METH005 MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL 5AT15FY REQUIREMENTS FOUND IN COEC, 1 0 1.8. B. MOISTURE READIN65 SHALL BE TAKEN AT A POINT 2'TO 4'FROM THE ORAVE STAMPED END OF EACH PIECE TO BE VERIFIED. 0. AT LEAST THREE RANDOM MOISTURE REAPIN65 SHALL BE PERFORMED ON YiALL 4 FLOOR FRAMING YiITH DOCUMENTATION ACCEPTABLE TO THE ENFORCINC, AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE YNIALL 4 FLOOR FRAMINO. D. INSULATION PRODUCTS INHICH ARE V151BLY )NET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOINED TO DRY PRIOR TO ENCLOSURE IN V4ALL OR FLOOR CAVITIES. INET -APPLIED INSULATION PRODUCTS SHALL FOLLOYNI THE MANUFACTURERS'DRYIN6 RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE -SPRINKLER SYSTEM: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE Y,IITH NFPA 1 5D OR CROSECTION R3 1 5.3- PE516N BY OTHERS. EXCEPTION: AUTOMATIC FIRE SPRINKLER SYSTEM 15 NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTINO BUILDINGS THAT ARE NOT ALREADY PROVIDED I?NITH AN AUTOMATIC, RE51VENTIALSPRINKLER SYSTEM. C,RC, R5 1 3.2. FIREFLAGE5: 6A5 FIRF_rLACrE: SHALL BE PIRECT-VENT 5EALEC-COMBUSTION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE INITH THE CONDITIONS OF THE L15TINO. FIREPLACES SHALL BE TESTED IN ACCORDANCE INITH UL 1 27. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOP. REVIEIN BY THE BUILDINO INSPECTOR UPON REQUEST. C,65C, 4.505. 1, CRC, R 1004 4 1005, r-mr, q0a.2. INOOP 5TOVF-5 4 PELLET STOVF-5: INSTALL AS PEP, MF(5. 5PEC,5 4 COMPLY INITH U.S. EPA PHASE 11 EM15SION LIMITS. k4OOP�5TOVE FLUE: TO EXTEND NOT LESS THAN VABOVE THE HIGHEST POINT Y4HERE IT PASSES THROU6H A ROOF AND NOT LESS THAN 2'HIGHER THAN A PORTION OF A BUILPINC5, r4ITHIN A HORIZONTAL DISTANCE OF 1 O'. C.Mr, 502.5.4 FlREPLAaE5. IINOOP5TOVES 4 PELLET STOVES: SHALL AL50 COMPLY INITH APPLICABLE LOCAL ORDINANCES. FIRE 5LOCKINO: PROVIDE FIRE BLOCKIN& AT PLATE LINE OF FIREPLACE. P.502.11.4 FIRE-RES15TANT-CONSTRUOTION: 2.) UNPER-5TAIR-PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE r4ALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE rilTH 1/2'6YF5UM BOARD. 5.) FIKEBLOCKIN(5: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED CRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETINEEN 5TORIE5, AND 5ETJNEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKIN& SHALL BE PROVIDED IN Y,100D-FRAME C,ON5TRUC,TION IN THE FOLLOININ& LOCATIONS: A. IN CONCEALED 5PACE5 OF STUD INALL5 AND PARTITIONS, INCLUDIN6 FURRED 5PACE5 AND PARALLEL ROINS OF 5TUD5 OR STAGGERED STUDS, AS FOLLOINS: 1) VERTICALLY AT THE CEILIN6 AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDINC, 1 O'. 5. AT ALL INTERCONNECTIONS BETINEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, PROF CF-ILIN65 AND COVE CEILIN65. C. IN CONCEALED SPACES BETINEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY INITH SECTION R302.7. P. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND INIRES AT r,EILINC, AND FLOOR LEVEL, r4ITH AN APPROVED MATERIAL TO RESIST THE FREE PA55AGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING TH15 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E 1 56 REQUIREMENTS. E. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLAC,ES, SEE SECTION R I 005. I q. FLOOD ZONE: FOR PROPERTIES LOCATED IN A FLOOD ZONE A: 1.) PROVIDE TINO COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA RE615TF-RED PROFESSIONAL OR LAND SURVEYOR. 2.) IF REQUIRED, PROVIDE FLOOD RESISTANT CONSTRUCTION. CRC, R322. 5.) IF REQUIRED, THE BOTTOM OF FLOOD VENTS (FV) SHALL BE NO HI&HER THAN I FOOT ABOVE GRACE. 4.) IF REGUIREP, PROVIDE AT LEAST TY40 6-X 1 4- &ARA&E VENTS (OV) IN EXTERIOR &ARA&E INALLS, LOCATED ON OPPOSITE SIDES OF ADJACENT INALLS Y41TH A TOTAL NET AREA OF NOT LESS THAN 1 SQUARE INCH FOR EVERY SQUARE FOOT OF ENCL05ED AREA. THE BOTTOM OF THE OPENING SHALL BE NO H16HER THAN 1 * ABOVE GRACE. 5.) A FIN15HF-D CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. FLOORIN& GOVERINO: r_ARPFT_5Y5TFMS: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOINING: 065C, 4.504.5 1.) CARPET 4 RUO INSTITUTE'5 GREEN LABEL PLUS FROORAM. 2J CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,"STANDARD METHOD FOR THE TESTINO 49 EVALUATION OF VOLATILE OR&ANIC, CHEMICAL EM155IONS FROM INDOOR SOURCES U51NO ENVIRONMENTAL CHAMBERS,' VER51ON 1. 1. FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 350.) 3.) N5F/ANSI 140 AT THE GOLD LEVEL 4.) SCIENTIFIC, CERTIFICATIONS SYSTEMS INDOOR ADVANTA(SET' GOLD. C.ARFET_rV5HION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RU& INSTITUTE'S GREEN LABEL PROGRAM. 0613C, 4.504.5.1 r,ARPF_T_APHF_SIVF_: ALL CARPET APHE51VE SHALL MEET THE REaUIREMENT5 OF TABLE4.504.1. r-6564.504.3.2 RESILIENT FLOORINO SY5TEIV15: INHERE RESILIENT FLOORING 15 INSTALLED, AT LEAST 60 PERCENT OF FLOOR AREA RECEIVIN6 RESILIENT FLOORIN& SHALL COMPLY r4ITH ONE OR MORE OF THE FOLLOV41NO: COBC, 4.504.4 1.) A VOC, EM155ION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. 2.) PRODUCTS COMPLIANT Y41TH CHPS CRITERIA CERTIFIED UNDER THE GREENGUARP CHILDREN 4 SCHOOLS PROGRAM. 5.) CERTIFICATION UNDER THE RESILIENT FLOOR C-OVERINC, INSTITUTE (RF60 FLOOR SCOPE FRO&RAM. 4.) MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOD FOR THE TESTING it EVALUATION OF VOLATILE ORGANIC, CHEMICAL F-MI55IONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS:' VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFIr-ATION 0 1 5 50). COMPOSITE INOOP PROPUCT5: HAROINOOD PLYINOOD, PARTICLEBOARD 4 MEDIUM DENSITY FIBERBOARD COMP051TE Y400D PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE 13UILDIN6 SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS 5PECIFIED IN ARE'S AIR TOXIC,5 CONTROL MEA5URE FOP, COMP051TE Y400D W7 CCR cl 5 120 ET SEO.). BY OR BEFORE THE CATES SPECIFIED IN TH05E 5Er-TIONS, AS 5HOINN IN TABLE 4.504.5. COBC, 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE rilTH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOININO: C.6130 4.504.5.1 1.) PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. 2.) CHAIN OF CUSTODY CERTIFICATION5. 3.) PRODUCT LABELED 4 INVOICED AS MEETING THE COMPO51TEINOOD PRODUCTS REGULATION (SEE OCR, TITLE 1 -1. SECTION q 5 120, ET 5EO.). 4.) EXTERIOR GRACE PRODUCTS MARKED AS MEETINO THE F5-1 OR rs-2 5TANDARP5 OF THE ENOINEFRED INOOP ASSOCIATION, THE AUSTRALIAN ASINZ5 2 2 6 cl OR EUROPEAN 6 5 6 35 STANDARDS. 5.) OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. FOUNDATION: PRAINA(57F_; THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AINAY FROM THE BUILDING AT NOT LESS THAN &"IN THE FIRST 1 O'(5% 5LOFF). C,Rr_ R401.5. RA15FP FLOOR VENTILATION: CRAINL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDERFLOOR AREA INALLS. SUCH OPENIN65 SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF UNDERFLOOR AREA. ONE VENTILATION OPENING SHALL BE LOCATED INITHIN VOF EACH CORNER OF THE BUILDING. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CROSS VENTILATION. FOUNDATION VENT,$: SHALL BE COVERED Y41TH CORROSION-RES15TANT INIRE MF_5H ViITH OPENINGS NOT LE55 THAN I /8"AND NOT TO EXCEED 1/4"IN DIMENSION. CRC, R408. SEE IN.U.I. NOTES FOR PROPERTIES LOCATED IN A INILD-LAND URBAN INTERFAr-E. FOUNDATION ACCESS: PROVIDE CRAINL SPACES Y41TH A MINIMUM OF 1 Ac-SE55 OPENIN6. IF ACCESS 15 THROUGH THE FLOOR IT SHALL NOT BE LESS THAN 1 8"BY 24- ' IF THROU&H A PERIMETER INALL IT SHALL NOT BE LE59 THAN 1 b"BY 24" * CPO R405.4. 5I_AVS-ON-057RAPF_: PROVIDE A 6 -MIL POLYETHYLENE VAPOR RETARDER INITH JOINTS LAPPED NOT LE55 THAN e,* BETINEEN THE BASE COURSE OR SUBORAVE s THE CONCRETE FLOOR SLAB. C,RC, R506.2.5. UNPERFLOOR CLF-ANOUT5: SHALL BE LOCATED INITHIN 20'OF CRAINL SPACE ACCE55. (5ARA(5f-: PINELLIN6/6^RAC5E ANP/OR C�ARrORT SEPARATION: A. FROM THE RE51DENOIE AND ATTICS: NOT LE59 THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARA&E SIDE. E. FROM ALL HABITABLE ROOMS ABOVE THE OARASE OR CARPORT: NOT LESS THAN 5/5"TYPE X GYPSUM BOARD OR EQUIVALENT. C. STRUCTURE(5) 5UPPORTIN& FLOOR/r-EILINC, A55EMBLIES USED FOR SEPARATION REQUIRED BY TH15 SECTION: NOT LE55 THAN 112'&YPSUM BOARD OR EQUIVALENT. D. 6ARA&E5 LOCATED LE55 THAN VFROM A ViNELLINO UNIT ON THE SAME LOT: NOT LE55 THAN 1/2* GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR 51DE OF EXTERIOR INALL5 THAT ARE INITHIN THIS AREA. HABITABLE SPACE A50VE: ABOVE A OARAGE MUST BE SEPARATED BY 5/5" TYPE X GYPSUM BOARD. r_RC, TABLE R502.6 DOORS: DOORS BETINEEN THE PINELLING 4 OARAr,F- TO BE 1 3/5* THICK, SOLID CORE INOOD, SOLID CORE STEEL, HONEYCOMB CORE STEEL, OR A DOOR P41TH A 20 MINUTE FIRE PROTECTION RATING, AND BE SELF-r-LO51NO d 5ELF-LATCHIN6. EXCEPTION: 6ARA6ES THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF-CLOSIN& 4 SELF-LATCHIN6. CRC R502.5. 1. POOP. ]FROM GARAGE TO BEDROOM: NO OPENINGS ARE PERMITTED FROM GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING. ORO 302.5.1 5TAIR.5: ENr_LO5EO ACCE5SIBLE AREAS UNDER STAIRS SHALL BE COVERED BY 112"6YPSUM BOARD. r -RC TABLE R502.6 DUCTS: DUCTS IN THE &ARA&E THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 6AU6E STEEL Y41TH NO OPENINOS IN THE OARASE. R502.5.2. SUPPORTING ELEMENTS: SUPPORTIN& ELEMENTS OF SEPARATION ARE NO LON6ER REQUIRED TO BE PROTECTED. 6ARA6F_ DOOR: HOLD &ARA&E FLOOR BACK 50 THAT POOP, LANDS ON APRON 5/4"BELO)N &ARA&E FLOOR. GARA&E POOR OPENER: SHALL BE LISTED IN ACCORDANCE )NITH UL 3 25. CRO R50q.4. C,ARAC,F- POOR OPENING: FIN15HED OPENING TO BE VSHORTER IN HEIGHT 4 2" NARROINER THAN INIDTH OF OARA61E DOOR SIZE. PROVIDE 50LID BLOCKING AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14"ABOVE TOP OF COOR. r7ARAC5,F_ FLOOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIOUIP5 TO THE FRONT POOR. CRO R50q. 1. EV - CAPABILITY: A LISTED RACEINAY SHALL BE INSTALLED TO ACCOMMOVATE A DEDICATED 205/240 -VOLT BRANCH CIRCUIT CRIC71NATING AT THE MAIN SERVICE OR SUB PANEL 4 SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE FOR THE FUTURE INSTALLATION 4 USE OF ELECTRIC VEHICLE (EV) CHAR&ERS. THE RACEINAY SHALL NOT BE LE55 THAN 1 " IN51DE DIAMETER 4 SHALL BE CONTINUOUS AT ENCLOSED, INACCES51BLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RACEINAY TERMINATION LOCATION SHALL BE PERMANENTLY AND V151BLY MARKED A5'EV CAPABLE". COBC, 4.106.4.2.5. YiATER 5OF-THF-95: PROVIDE B/4'FIFE CONNECTION. C,FC 6 1 1.4. 6LAZIN(5-: HABITABLE ROOMS: EXTERIOR GLAZED OFENINOS FOP, NATURAL LIC,HTINO SHALL BE A MINIMUM OF 5% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. C,RC, F.505. 1 OPENABLE VENTILATION AREA SHALL 13E 4% OP. MORE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MEr-HANIr-AL VENTILATION SYSTEM MEETINO r -MC, REQUIREMENTS MAY BE PROVIDED. C,RC R505. 1 NEXT TO POOR5: SAFETY GLASS 15 REQUIRED INHEN INITHIN A 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CL05ED POSITION. ALSO INHERE OLAZINC715 ON A INALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED P051TION 4 V41THIN 24" OF THE HINGE 51DE OF AN IN-SININ61N6 DOOR. R308.4.2. SAFETY 6LA5515 REQUIRED IF ALL OF THE FOLLOYiINC57 CONDITIONS ARE MET: 1.) EXPOSED AREA OF INDIVIDUAL PANE 15 LARrvER THAN cl SQUARE FEET; 2.) THE BOTTOM EDGE 15 LESS THAN 1 5* ABOVE THE FLOOR; 5.) THE TOP EDGE 15 MORE THAN 56"ABOVE THE FLOOR; 4.) A INALKIN& SURFACE 15 Y41THIN 36- FROM THE 6LAZINO MEASURED HORIZONTALLY IN A STRAIGHT LINE. r_RC, 505.4.5 SAFETY OLA5515 REQUIRED INDOORS 4 OUTDOORS AT GLASS IN YNIALL5. ENCLOSURES OR FENCES CONTAINING OR FACINC, HOT TUBS, SPAS, V4HIRLPOOL5,5AUNA5, STEAM ROOMS. BATHTUBS, 5HOINER5 4 INDOOR OR OUTDOOR FOOLS INHERE THE BOTTOM EDGE OF THE &LASS ISINITHIN 60"MEASURED VERTICALLY ABOVE A STANVINO OP, INALKINC, SUP -FACE. C,Rr_ 505.4.5. APJACENT TO 130TTOM OF STAIR LANCING: AT THE BOTTOM OF THE STAIRINAY INHERE THE GLAZING 15 LESS THAN 5 &'ABOVE THE LANDING 4 INITHIN WHORIZONTAL ARC, LE55 THAN 1 80* FROM THE BOTTOM TREAD NOSING SHALL BE SAFETY GLASS. ORC, R305.4.17. OREEN FLANNIN& $ DESION: PURINC� CON5TRUCTION, ONE OR MORE OF THE FOLLOINING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 4 RETAIN SOIL RUNOFF ON THE 51TE: 1.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM INATER ON SITE. 2.) INHERE STORM INATER 15 CONVEYED TO A PUBLIC PRAINA&E SYSTEM, COLLECTINO POINT, OUTTER OP, 51MILAR DISP05AL METHOD, INATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM INATTLE OP, OTHER METHOD APPROVED BY THE ENFORCINS A&ENCY. I 5.) COMPLIANC-E INITH A LAINFUL ENACTED STORM YNIATER MANAGEMENT ORDINANCE. 4.) METHODS TO MANAGE SURFACE NATER INCLUDE: SINALE5, INATER COLLECTION 4 P151`05AL SYSTEMS, FRENCH DRAINS, INATER RETENTION GARDENS 4 OTHER INATER MEASURES INHICH KEEP SURFACE INATER AINAY FROM BUILDINC75 4 AID IN 6ROUNDINATER. RECHAR6E. HEATIN6.4 COOLINO: HVAC, SYSTEMS IN5TALL.IER5: MUST BE TRAINED 4 CERTIFIED IN THE PROPER INSTALLATION OF HVAC, SYSTEMS. C -65C, "702. 1. PURINS ROU(5H INSTALLATION OP, STORAGE ON SITE 4 UNTIL FINAL STARTUP OF THE HEATING 4 COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE CSOVEREP INITH TAPE, PLASTIC, SHEET METAL OP, OTHER METHODS. HEATING: OINELLING UNITS SHALL BE PROVIDED INITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 65*F AT A POINT 5'A5OVE THE FLOOR 4 2'FROM EXTERIOR INALLS IN ALL HABITABLE ROOMS. PORTABLE HEATER5 SHALL NOT BE USED TO ACHIEVE COMPLIANCE Y41TH THIS SECTION. CRO 503.q. FORCED AIR UNIT: ATTACHMENT: INSTALL PER HVAC, CONNECTION OF -TAIL. ATTIC, PA55A6r:riAY: PROVIDE UNOB5TRUC,TEP, SOLID FLOOR NOT LE66 THAN 24'. THE ATTIC FURNACE ACCE5S SHALL NOT EXr_EFD 20'FROM THE ATTIC, ACCESS OPENING IF THE CLEARANCE HEIGHT IS LESS THAN 6' IN HEIGHT. C -MC, SECTION qO4.11.2. PROVIPE MINIMUM 30"X50"XBO"HIGH INORKIN& SURFACE IN FRONT OFSERVICE SIDE OF F.A.U. CONDENSATION DRAIN PAN: PROVIDE A INATERTIGHT CORROSION -RESISTANT METAL PAN BENEATH THE F.A.U.)NITH NOT LESS THAN A 5/4"DIAMETER DRAIN TO AN APPROVED LOCATION. C,P0 507.4.4 C,MC, 512.2. DRAIN FAN: FOR PROFANE F.A.U.'S PROVIDE DRAIN PAN AS PER r -Mr- 5ECTION 303.1. I TO PROVIDE FOP, REMOVAL OF UNBURNED GAS. SERVICE DISCONNECT: 4 PROVIDE 220Y ELECT. DISCONNECT 41 1 Ov PROTECTED 5ERVICE RECEPTACLE Y41THIN 2 5'. C,Mr. 5 1 0. 1. HVAC, CONDENSING UNIT: CONCRETE PAP OR, APPROVED 13ASE EXTENDING WOR MORE ABOVE GROUND LEVEL 55RVIC,E PISC,ONNFC,T; PROVIDE 220v ELECT. VISCONNEr-T INITHIN 25'Vi/ 30"x5O" CLEAR INORKSPACE 4 I 1 Ov INP OFCI PROTECTED SERVICE RECEPTACLE Y41THIN 25'. CEC, 210.63 4 C,Mr- 5 1 0.1. IRRIOATION SYSTEM5: OUTDOOR IRR*ATION C,ONTROLLERS: C,&Er_ 4.304. 1: AUTOMATIC, IRRIGATION 5Y5TEM CONTROLLERS FOR LANO50APIN6 PROV117EP BY THE BUILDER 4 INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY ^ITH THE FOLLOINING: A CONTROLLERS SHALL BE INEATHER- OR SOIL MOISTURE-BA5ED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRI&ATION IN RESPONSE TO CHANOES IN PLANTV NEEDS AS INEATHER CONDITIONS CHAN&E. IS INEATHER-BASEP CONTROLLERS INITHOUT INTEGRAL RAIN 5EN5OR5 OR COMMUNICATION SYSTEMS THAT ACCOUNT FOP, LOCAL RAINFALL SHALL HAVE A SEPARATE INIREP OP. INIRELIESS RAIN SENSOR INHICH CONNECTS OR COMMUNICATES INITH THE r-ONTROLLFP,(5).501L MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. KITCHEN 4-P-ININ&: ISLAND SINKS: SPECIAL VENTINO 19 REQUIRED. SEE r -PC, SECTION ,10q. KITCHEN FAUC,ETS: FLOY4 RESTRICTED TO 1.5 GPM e 60 PSI. TEMPORARY INCREASE TO 2.2 GPM ALLOINED BUT SHALL DEFAULT TO 1.8 OPM. C,C57BC, 4.303.1.4.4 REFRI&ERATOR SPACE: PROVIDE INATER. HOOKUP. EXHAUST PUC,T5: RANOE VENTS SHALL BE EQUIPPED V41TH BACK -DRAFT DAMPERS VENTED TO OUTSIDE OF THE BUILDINO. C,MC, 504.1 FLOOR COVERING: 6EENOTF6". FLOOR COVERING FOR ADDITIONAL INFORMATION. LANDINOS: LANDINGS. THE LANDING AT AN EXTERIOR DOORINAY SHALL NOT BE MORE THAN 7.75' ' BELOIN THE TOP OF THE THRE5HOLP. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR 5TORM OP, SCREEN DOOR, DOES NOT 51NINO OVER THE LANDINC5. C,Rr_ R3 1 1.3.2. PROVIDE 36"MINIMUM LANDING AT ALL EXTERIOR DOOR5.5EE 'NOTES', E&RE55 FOR ADDITIONAL INFORMATION. HANPRAII-5: PROVIDE HANORAILS ON AT LEAST (1) SIPE OF STEPS INfTH (4) OR MORE RISERS. CRC, R5 1 1.1.5. SEE *NOTF,5", STAIRS, LANDINGS I GUARDS FOP. ADDITIONAL INFORMATION. . GUARDS: GUARDS ARE REQUIRED FOR INALKING SURFACES LOCATED MORE THAN 50" ABOVE ADJACENT ORADE. CRO R5 1 2. 1. 1. SEE -NOTEV, STAIRS, LANOIN65 4 &UARD5 FOR ADDITIONAL INFORMATION. LAUNDRY ROOM: DRYER EXHAUST: 1.) PROVIDE 4* MIN. EXHAUST DUCT TO OUTSIDE AIR Y41TH BACK -DRAFT CAMPER. MAXIMUM LENOTH FOP, THE DRYER EXHAUST DUCT IS 14'IN/ 2 ELBOY45. C,MC, 504.1.2. 2.) DRYER VENT TO TERMINATE 3 &"MIN. FROM ANY ININDOIN OPENING. 5.) TERMINATE NOT LE55 THAT VFROM PROPERTY LINE OP, BUILDING OPENINGS. 4.) PROVIDE I 00 SO INCHES OF VENT a LAUNDRY ROOM DOOR, EXCEPT FOP, THE FOLLOY41NO: 5'TALL LAUNDRY ROOMS OF 2 1 q SOFT OR MORE; q'TALL LAUNDRY ROOMS OF 1 q 5 SOFT OP, MORE; 1 O' TALL LAUNDRY ROOMS OF 11 5 SOFT OR MORE. CONFINED SPACES 4 CLOSETS: PROVIDE 100 SO INCHES OF VENT a LAUNDRY ROOM DOOR IN ROOMS LESS THAN 1-150 C,U FT. (TYPICAL DRYER 15 55,000 ETU/H 4 REQUIRES 1 *750 OU FT OF COMBUSTION AIR SPACE.) F_XHAU5T DUCTS: TERMINATE OUTSIDE OF THE BUILPINC,)N/ BAC,K-ORAFT DAMPER5. FLOOR. r-OVERINC55: SEE NOTES-, FLOOR COVERING FOP, ADDITIONAL INFORMATION. INHOLE 13UlLPIN& VENTILATION: SEE *NOTES", INHOLE BUILDING VENTILATION FOR ADDITIONAL INFORMATION. LE&ALREQUIREMENTS: PERMIT ON 51TIE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON 51TE UNTIL THE Y40RK IS COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. (SEC. 105.1) LOINEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLAC,EMFNT OF THE LOINEST FLOOR BEFORE PROCEEVINO V41TH CONSTRUCTION ABOVE. SEE"NOTES", FLOOD ZONE FOR ADDITIONAL INFORMATION. LI&HT $-VENTILATION: L.*HT 4 VENTILATION: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF 5UC,H ROOM5. NATURAL VENTILATION SHALL BE THROUSH ININDOINS, DOORS, LOUVERS OR OTHER APPROVED OFENIN65 TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED INITH READY ACCE5S OR SHALL OTHERINISE BE READILY CONTROLLABLE BY THE BUILDINO OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 491. OF THE FLOOR AREA BEING VENTILATED. CRC, R305. ADJOINING ROOMS: FOP, THE PURP05E OF VETERMININ& LIGHT AND VENTILATION Q Y ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM INHEN AT LEAST 50% OF THE AREA OF THE COMMON riALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OFENIN6 OF NOT LE55 THAN 1 / I 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. LOCATION ON LOT; 1.) EXCEPT INHERE ZONING RE6ULATION5 ARE MORE RE5TRICTIVE, ANY EXTERIOR INALL OF A DINELLIN& MUST BE AT LEAST 1 O'FROM THE PROPERTY LINE UNLE55 IT 15 AT LEAST ONE-HOUR FIRE-RE51STANT CONSTRUCTION. 2.) ININDOINS 4 OFENINOS: THE AREA OF UNPROTECTED 4 PROTECTED Y41NDOINS 4 OTHER EXTERIOR INALL OPENINGS 15 NOT LIMITED, PROVIDED THE VISTANCE TO THE PROPERTY LINE 15 6REATER THAN 5'. 5.) ININPOIN5 4 OPENINGS: P41NDOY45 4 OTHER OPENINGS 6REATER THAN VIBUT NOT MOR E THAN S'FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 2 5% OF THE YNIALL AREA. 4.) Y41NDOY45 4 OPENINGS: ININOOIN5 4 OTHER OPENINGS ARE NOT PERMITTED Y41THIN S' OR LESS OF THE PROPERTY LINE. 5.) ANY EXTERIOR INALL OF A DETACHED &ARA&E OR OTHER GROUP U OCCUPANCIES MUST BE AT LEAST 5'FROM THE PROPERTY LINE UNLESS IT IS OF AT LEAST ONE-HOUR FIRE-RES15TANT CONSTRUCTION. ININDOYi5 4 OTHER OPENINGS ARE NOT PERMITTED Y41THIN 5 FEET OR LESS OF THE FROPERTY LINE. 6.) ONE-HOUR FIRE-RE515TANT C,ON5TP_UC,TION INCLUDES THE FOLLOININ6: A. EXTERIOR PLA5TER OVER METAL OP, INIRE LATH ON THE OUT51PE 4 5/5* TYPE X GYPSUM INALLBOARD ON THE INSIDE. 13. THREE-FOURTH5-INC,H PROF 51DIN6 OVER 112m 6YF5UM SHEATHING ON 2"x 4" Y400P STUDS AT 16"cla ON EXTERIOR SURFACE Y41TH INTERIOR SURFACE TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM SHEATHING NAILED INITH 1 514"BY NO. I 1 &A&E BY'7/16"HEAD GALVANIZED NAILS AT 5"c/c. SIDING NAILED INITH -Id GALVANIZED SMOOTH BOX NAILS. C. ADDITIONAL ASSEMBLIES FOR FIRE-RE515TANCE-RATED INALL A55EMBLIES ARE LOCATED IN TABLE'720.1(2). (5EC-120. 1) 1.) INALLB PERPENDICULAR TO THE PROPERTY LINE ARE NOT REOULATED. OFF -RATION 4MAINTENANCE -MANUAL: 1.) OPERATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, INEB-BASED REFERENCE OP, OTHER MEDIA ACCEPTABLE TO THE ENFORCINS AGENCY INHICH INCLUDES ALL OF THE FOLLOINING SHALL BE PLACED IN THE BUILDING: A. PIREC,TION5 TO THE OINNER OR OC,C,UFANT THAT THE MANUAL SHALL REMAIN Y`IITH THE 5UILDINO THROUOHOUT THE LIFE CYCLE OF THE STRUCTURE. B. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLO]NING: 1 ) EQUIPMENT 4 APPLIANCES, INCLUDINC5 INATER-5AVING DEVICES 4 SYSTEMS, HVAC, SYSTEMS, INATER-HEATIN& SYSTEMS 4 OTHER MAJOR APFLIANCE5 4 EQUIPMENT. 2) ROOF 4 YARD DRAINAGE, INCLUDIN(S &UTTERS 4 OOINN5POUTS. 5) SPACE CONDITIONING SYSTEMS, INC,LUDIN& CONDENSERS 8 AIR FILTERS. 4) LANDSCAPE IRRI&ATION SYSTEMS. 5) INATER REUSE SYSTEMS. 2.) INFORMATION FROM LOCAL UTILITY. INATER 4 INA5TE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RE5OURr_E CONSUMPTION, INCLUDINS RECYCLE C B.) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 4.) EPUC,ATIONAL MATERIAL ON THE P051TIVE IMPACTS OF AN INTERIOR. RELATIVE HUMIDITY BETINEEN 30-60 PERCENT 4 INHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 5.) INFORMATION ABOUT INATER-CONSERVINO LANDSCAPE 4 IRR16ATION DESIGN 4 CONTROLLERS INHICH CONSERVE INATER. 6.) INSTRUCTIONS FOR MAINTAININ& GUTTERS 4 DOINN5POUT5 4 THE IMPORTANCE OF PIVERTINC55 INATER AT LEAST VAINAY FROM THE FOUNDATION. -1.) INFORMATION ON REaUIREP ROUTINE MAINTENANCE MEASURES, iNcLUVING, BUT NOT LIMITED TO, CAULKIN6. PAINTING, GRADINS AROUND THE BUILDING. FTC. 8.) INFORMATION ABOUT STATE SOLAR ENER6Y 4 INCENTIVE PROGRAMS AVAILABLE. q.) A COPY OF ALL SPECIAL IN5FEr,TION VERIFICATIONS REQUIRED BY THE ENFORCINrl AGENCY OP, THIS CODE. FLUMBIN(5: HOSE E311385: INSTALL NON -REMOVABLE BAr-KFLO)N PREVENTION DEVICES. C.Pr_ 603.5.1. REMODELS: FOP, ALTERATIONS OP, IMPROVEMENTS TO SINOLE-FAMILY RESIDENCE5, AS A CONDITION FOP, ISSUANCE OF A CERTIFICATE OF OCCUPANCY OP, FINAL PERMIT APPROVAL, THE PERMIT APPLICANT SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURES NITH INATER-COIN15ERVIN& FLUME31NO FIXTURES. CA SENATE E31LL 401. I,NATER 50FTNERS: PROVIDE 5/4* PIPE CONNECTION. C,PC, b 1 1.4. RODENT FROOFINO: RODENT FROOFINO: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OP, OTHER OPENINC75 IN SOLE/50TTOM PLATES AT EXTERIOR INALLS SHALL BE PROTECTED AOAIN5T THE PA55A&E OF RODENTS BY CLOSING SUCH OPENINGS YqITH CEMENT MORTAR, CONCRETE MASONRY OP, A SIMILAR METHOD ACCEPTABLE TO THE ENFORc,ING AOENC,Y. COEC, 4.406 ROOF 4 CEILIN6,: 1.) RAPIANT BARRIER 5HF-ATHIN6: INHEN RADIANT BARRIER SHEATHING 15 REQUIRED, THE RADIANT BARRIER SHALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES AND GABLE END INALLS IN THE ATTIC. SITE APPRE55: 1.) BUILDINGS SHALL HAVE APPROVED ADPRES5 NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT Is PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL r_ONTRA5T Y41TH THEIR BACKOROUND. 2.) ADDRESS NUMBERS SHALL 13E ARABIC, NUMBERS OP, ALPHABETICAL LETTERS. NUMBEP5 SHALL BE A MINIMUM OF 4"INITH A MINIMUM STROKE Y41PTH OF 1/2" i 5.) INHERE AccEss 1513Y MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRE55 CANNOT BE VIEINEP FROM THE PUBLIC, INAY, A MONUMENT, POLE OR OTHER 5ION OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. SMOKE/C.O.-ALARM5: . SMOKE ALARMS: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOININO LOCATIONS: A, IN EACH 5LEEFING ROOM. B. OUT51ME EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE 2.) INHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO 13E INSTALLED V41THIN AN INDIVIDUAL PINELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM)NILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POINER FROM THE BUILDING V41R.INC, PROVIDED THAT SUCH INIRING 15 SERVED FROM A COMMERCIAL 50UPICE AND SHALL BE EQUIPPED Y41TH A BATTERY BACKUP. C,RC, R3 14.4. EXCEPTION5: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN EXISTING BUILPINOS INHERE NO CON5TRUCTION IS TAKING PLACE. r.ARBON MONOXIDE ALARMS: 1.) FOR NEr4l CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN OINELLINC, UNITS AND IN 5LEEPINO UNITS INITHIN INHICH FUEL-5UPNINC7 APPLIANCES ARE INSTALLED ANP IN VINELLINC, UNITS THAT HAVE ATTACHED 6ARAOES. 1 2.) INHERE A PERMIT 15 REQUIRED FOP, ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDIN6 ONE THOUSAND DOLLARS ($ 1,000), EXISTING PINELLIN&S OP, SLEEPING UNITS THAT HAVE ATTACHED &ARA&ES OP, FUEL-BURNIN& APPLIANCES SHALL BE PROVIDED INITH A CARBON MONOXIDE ALARM IN ACCORDANCE Y41TH SECTION R3 1 S. 1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE 5PECIFIC PINELLIN6 UNIT OP, 5LEEPINO UNIT FOP, INHICH THE PERMIT INAS OBTAINED. 5.) SINGLE- AND MULTIPLE -STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING Y41TH THE REQUIREMENTS OF UL 2054. CAP -BON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING INITH THE REQUIREMENTS OF UL 201 5. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE Y41TH TH15 CODE, THE CURRENT EDITION OF NFFA 'I 20"5TANDAPID FOP, THE INSTALLATION OF CARBON MONOXIDE (r -O) DETECTION AND INARNING EQUIPMENT" AND THE MANUFACTURER'S INSTALLATION IN5TRUC,TIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS REC,06NIZED IN NFFA -T 20 ARE ALSO ACCEPTABLE. 4.) CARBON MONOXIDE ALARMS REGUIRED BY SECTIONS R3 15.1 AND PS 15.2 SHALL BE INSTALLED IN THE FOLLOININ& LOCATION5: C,Rr- R515. A, OUT51DE OF EACH SEPARATE OINELLINO UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(5). B. ON EVERY LEVEL OF A DINELLINS UNIT INCLUVINS BASEMENTS. STAIRS, HANDRAILS -4 6UARP5: STAIR INIPTH: 5TAIRINAYS SHALL NOT BE LE55 THAN 36"IN CLEAR 11NIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HF-16HT 4 BELOIN THE REQUIRED HEADROOM HEI&HT. HANDRAII-5 SHALL NOT PROJECT MORE THE 4.5" ON EITHER SIPE OF THE STAIRYNIAY 4 THE MINIMUM CLEAR INIPTH OF THE STAIRINAY AT 4 BELOYi THE HANPRAIL HEIGHT, lNr,LUVINr, TREADS 4 LANDINGS. SHALL NOT BE LE55 THAN 5 1.5'INHERE A HANDRAIL 15 INSTALLED ON 1 51DE 4 2'7* INHERE HANDRAILS ARE ON BOTH SIDES. C,RC, R31 1.7. 1. SPIRAL 5TAIRINAY5 IN ACCORDANCE YiITH R3 1 1.1. 1 0. 1. STAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRINAY SHALL NOT BE LE55 THAN 50" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD N05INC, OR FROM THE FLOOR5URFACE OF THE LANDINO ON THAT PORTION OF THE STAIRINAY. CRC,51 1.1.2. EXCEPTION: INHERE THE NOSING OF TREADS AT THE SIDE OF A FL16HT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUCIH INHICH THE STAIR PASSES, THE FLOOR OPENING 15 ALLOINED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.1 5". VERTIr,AL_ RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LAR&ER THAN 12'-'7'8ETINEEN FLOOR LEVELS OP, LANDINGS. CRC,51 1.1.5. INALKLINE: THE INALKLINE ACROSS ININVER TREAPS SHALL BE CONCENTRIC TOTHE DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12" FROM THE SIDE INHERE THEININVER5 ARE NARROINER. THE 12"PIMENSION SHALL BE MEA5UREP FROM THE INIDE5T POINT OF THE CLEAR STAIR INIDTH AT THE INALKING SURFACE OF THEININDER. IF IN:NDER5 ARE ADJACENT INITHIN THE FLIGHT, THE POINT OF THE INIDEST CLEAR STAIR IN OTH OF THE ADJACENT ININVERS SHALL BE USED. ORC, 3 1 1.1.4. TREADS 4 RISERS: STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF TH15 SECTION. FOR THE PURP05E OF TH15 SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUSS OR, RUNNERS. C,RC 5 1 1.7.5. P.15ER HEIGHT: THE MAXIMUM RISER HEIGHT SHALL BE 1 5/4". THE &REATE5T RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSINO OF THE TREAD AT AN ANGLE NOT MORE THAN 50'FROM THE VERTICAL- OPEN RI5ER5 ARE PERMITTED PROVIDING THAT THE OPENING BF_Tr4EF_N TREADS DOES NOT PERMIT THE PA55AOE OF A 4" DIAMETER SPHERE. EXCEPTION: THE OPENING BETINEEN ADJACENT TREAD515 NOT LIMITED ON STAIRS Y41TH A TOTAL RISE OF 50"OR LESS. OPEN RISERS ARE ONLY PERMITTED Y41THIN 50"OF THE FLOOR. C,RC, R5 1 1.15. 1. TREAD DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 0". THE TREAD DEPTH 15 MEA5URED HORIZONTALLY BET)NEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS 4 AT A RIOHT AN&LE TO THE TREADS LEADING EDGE. THE OREATEST TREAD DEPTH INITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/8" ' CKC5 1 1.1.5.2. Y41NDF-K TREADS: Y41NVER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF I O' MEASURED BETINEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION Y41TH THE )NALKLINE. YiINPER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF b'AT ANY POINT INITH THE CLEAR INIDTH OF THE 5TAIR. THE GREATE5T TREAP DEPTH Y41THIN ANY FLIOHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5" * CONSISTENTLY SHAPED ININVERS AT THE INALKLINE SHALL BE ALLOINED V41THIN THE SAME FL16HT OF STAIRS AS REGULAR TREADS 4 00 NOT HAVE TO 13E INITHIN 3/5" OF THE RECTANGULAR TREAD DEPTH. C,Rr_ 5 1 1.1.5.2. 1. N05IN6S: THE RADIUS OF CURVATURE AT THE NOSINO SHALL BE NO OREATER THAN ci/ 1 6". A N05IN6 NOT LESS THAN 5/4"BUT NOT MORE THAN 1.25"SHALL BE PROVIDED ON STAIRINAY5 INITH SOLID RISERS. THE OREATE5T N05IN6 PROJECTION SHALL NOT EXCEP THE SMALLEST 13Y MORE THAN 5/5* BETINEEN 2 STORIES, INCLUDING NOSING AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A NOSING 15 NOT REQUIRED INHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 *. CRC, 5 1 1.7.5.3. EXTERIOR F4OOP/PI_A5TIr, C�OMPO51TF_ 5TAIR_TRIEAP5: SHALL COMPLY P41TH CRC, 501.3. STAIRINAY LANPIN65: THERE SHALL BE A FLOOR OP, LANDINO AT THE TOP AND 130TTOM OF EACH 5TAIRINAY. THE MINIMUM INIVTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE INIPTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN 5GUARE OP, RECTANOLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE INALKLINE 4 THE TOTAL AREA 15 NOT LF -55 THAN THAT OF A QUARTER CIRCLE INITH A RADIUS EQUAL TO THE REQUIRED LANVINO INIPTH. INHERE THE STAIRINAY HAS A STRA16HT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 5&" EXC,EPTION: A FLOOR OP, LANDIN615 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF 5TAIR5, INCLUDINC, STAIRS IN AN ENCLOSED C57ARAOIE, PROVIDED A DOOR DOES NOT 51NIN& OVER THE 5TAIR5. CKC, 5 1 1.1.6. 5TAIRINAY INALKIN6 5URFACE: THE INALKIN& SURFACE OF TREAPS 4 LANDIN65 OF 5TAIRINAY5 SHALL BE SLOPED NO STEEPER THAN 1 UNIT IN 4b* HORIZONTAL (2% SLOPE). CRC3 1 1.11.7. HANPRAIL5: HANDRAIL5 SHALL BE PROVIDED ON AT LEAST 1 51VE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT Y41TH 4 OR MORE RISERS. CPO 51 1.7.8. HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH 5UPFAC,F OF RAMP SLOPE, SHALL NOT BE LESS THAN 54"4 NOT MORE THAN 55" ' EXCEPTIONS: 1.) THE USE OF A VOLUTE, TURNOUT OP, STARTINO EASING SHALL 13E ALLONED OVER THE LOINEST TREAD. 2.) INHEN HANDRAIL FITTINGS OR BENPIN&S ARE USED TO PROVIDE CONTINUOUS TRANSITION BETYqEEN FLIGHTS, TRANSITIONS AT ININVER TREAPS, THE TRAN51TION FOP, HANDRAIL TO &UARDRAIL, OR USED AT THE START OF A FLIOHT. THE HANDRAIL HEI&HT AT THE FITTIN65 OR BENDINC75 SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CPO 5 1 l.-I.b. 1. CONTINUITY: HANDRAIL5 FOR 5TAIRINAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POPINT DIRECTLY ABOVE THE TOP RISER OF THE FLI&HT TO A POINT DIRECTLY ABOVE THE LOINER RISER OF THE FLIGHT. HANDRAILS ENDS SHALL BE RETURNED OP, SHALL TERMINATE IN NEINEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A INALL SHALL HAVE A 5FACE OF NOT LESS THAN 1.5"BETINEEN THE INALL 4 HANDRAIL5. EXCEPTIONS: 1.) HANPRAIL5 SHALL BE PEPMITTED TO BE INTERRUPTED BY A NEINEL P05T AT THE TURN. 2.) THE USE OF A VOLUTE. TURNOUT, 5TARTINr, EASING OR STARTINO NEINEL 15 ALLOINED OVER THE LOINEST TREAD. CPC, 5 1 1.17.8.2. ORIPSIZE: ALL REQUIRED HANPRAILS SHALL BE OF 1 OF THE FOLLOININ6 TYPES Op, PROVIDE EQUIVALENT &RASPABILITY: TYPE 1: HANDRAIL5 Y41TH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.25"4 NOT GREATER THAN 2" * IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4'4 NOT OREATER THAN 6.25* P41TH A MAXIMUM C,RO55 SECTION OF DIMEN51ON OF 2.25'. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1" ' TYPE 2: HANDRAILS V41TH A PERIMETER GREATER THAN 6.25* SHALL HAVE A (5RASPABILITY FINGER RECESS ON BOTH 51DES OF THE PROFILE. THE FIN(5ER REOF-55 SHALL BE61N INITH A DISTANCE OF 3/4'MEA5URED VERTIOALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST 5/1 6"INITHIN 1/5"BELOIN THE INIVE5T PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 5/5"TO A LEVEL THAT 15 NOT LE55 THAN 1.1 WEELOIN THE TALLEST PORTION OF THE PROFILE. THE MINIMUM Y41PTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1.25" TO A MAXIMUM OF 2.1 5* EDGES SHALL HAVE A MINIMUM RADIUS OF 0.0 1". C,RC, 5 11.1.8.5. EXTERIOR IN00P/FLA5TIC, C,OMPO5ITF_ HANPRAIL5-. CRO 51 1.1.8.4. SHALL COMPLY Y41TH CRC, 507.3. ILLUMINATION: ALL STAIRS SHALL BE PROVIDED V41TH ILLUMINATION IN ACCORDANCE Y41TH r -RC, 505.6. 5PF_r_IAL STAIRkNAYS: 5FIRAL STAIRINAY5 4 BULKHEAD ENCLOSURE SHALL COMPLY Y41TH ALL REQUIREMENTS OF r -RC, 51 1.1 EXCEPT A SPECIFIED BELOIN. SPIRAL STAIRINAYS: SPIRAL STAIRINAYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR Y410TH AT 4 5ELOYI THE HANDRAIL5 SHALL BE 26* )NITH EAr_H TREAD HAVING A 1.5" MINIMUM TREAD DEPTH AT 12"FROM THE NARROINER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN cl.5-. A MINIMUM HEADROOM OF 6--b- SHALL BE PROVIDED, GRC, 5 1 1.1. 1 0. 1. OUARDS - INHERE REGUIREP: (5UARVS SHALL BE LOCATED ALONG OPEN SIDED INALKIN& SURFACES, INCLUDIN& STAIRS, RAMPS 4 LANDINGS, THAT ARE LOCATED MORE THAN 50" MEASURED VERTICALLY TO THE FLOOR OR 6RAVE BELO$N AT ANY POINT INITHIN 56" HORIZONTALLY TO THE EV(SE OF THE OPEN SIDE. INSECT SOREENIN& SHALL NOT BE CONSIDERED A OUARO. r_Rr_ 512. 1. 1. GUARDS - HE16HT: REQUIRED OUARPS SHALL BE NOT LE55 THAN 42'HIGH MEASURED VERTICALLY ABOVE THE ADJACENT INALKIN6 SURFACE, ADJACENT FIXED 5EATIN(5 OR THE LINE CONNECTING THE LEADING ED6ES OF THE TREADS. EXCEPTIONS: 1.) GUARDS ON THE OPEN 51VE5 OF STAIRS SHALL HAVE A HE16HT OF NOT LE55 THAN 54'MEASURED VERTICALLY FROM A LINE CONNECTIN6 THE LEADING EPOE OF THE TREADS. 2.) INHERE THE TOP OF THE OUARC AL50 SERVES AS A HANDRAIL ON THE OPEN 51DES OF STAIRS, THE TOP OF THE OUARD SHALL NOT BE LE55 THAN 5 4* 4 NOT MORE THAN 5 b"MEA5URED VERTICALLY FROM A LINE r-ONNECTINS THE LEADING EDGES OF THE TREACE, C,Rr_ 512A.2. 6UARPS - OFFNIN(5 LIMITATIONS: REaUIREP GUARDS SHALL NOT HAVE OPENINGS FROM THE )NALKIN6 SURFACE TO THE REQUIRED GUARD HEIGHT INHICH ALLOY45 PA55ACIE OF A 4"5FHER.E. EXCEPTIONS: 1.) THE TRAIN&ULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED 13Y THE R15ER, TREAD 4 50TTOM RAIL OF A OUARD, SHALL NOT ALLOV4 PA55A6E A b"51"HERE. 2.) 6UARD5 ON THE OPEN SIPE OF STAIRS SHALL NOT HAVE OPENINGS YNIHICH ALLOY4 FA55A6E OF A 4 5/8* SPHERE. C,RC, 5 12. 1.5. UTILITIES: ELECT-5ERVICE: (CONFIRM LOCATION) 1 J PROVIDE ELECTRICAL SERVICE, LOCATED AT LEAST 5 &'FROM THE NEAREST DOOR OP, iNINDOIN. SEE FLOOR PLAN FOR. AMPERA&E. 2.) CANNOT BE LOCATED APJAr_ENT TO A BEDROOM OP, CLOSET. 5.) NO FOUNDATION OR ATTIC, VENT Y41THIN 1 O' VERTICALLY AND 5- HORIZONTALLY. 4.) CENTER OF METER READOUT TO BE AT A HEIGHT OF 45" MINIMUM TO -1 WMAXIMUM. GAS SERVICE: (CONFIRM LOCATION) 1.) PROVIDE AT LEAST 5 6" FROM GAS RISER TO ELECT. SERVICE. 2J NO ININDOVi OR VENT Y41THIN 5ro'HORIZONTALLY 4 1 O'VERTIC,ALLY. kNALLS: STONE VENEER OVER INOOP 5TUP5 0 -1 ( ?'C/C: 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYIN6 IN/ A5TM D 2 2 C, FOP, TYPE 1 FELT, TO PROVIDE CONTINUOUS INATER-RES15TIVE BARRIER. 2. ATTACH 2"x2" 0.0625 INCH ZINC-r-OATED OR NON-METALLIC COATED INIRE MESH A.) ATTACHED Y41 2"GORK05ION-RE515TANT STEEL INIRE FURRIN6 NAILS AT 4"61C PROVIDING A MIN. OF 1. 1 25"PENFTRATION INTO EACH STUD 9 INI 8d ANNULAR THREADED NAILS AT W c/c INTO TOP 4 BOTTOM PLATES OR IN/ EG. INIRE TIES. B.) THERE SHALL BE NOT LE55 THAN 0. 1 05 5"ZINC-COATED OP, NONMETALLIC COATED INIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD IN/ A MIN. OF AN 8d ANNULAR THREADED NAIL FOR EVERY 2 SQUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A LOOP HAVINO LEOS NOT LESS THAN 15" IN LEN(STH, 50 BENT THAT IT INILL LIE IN THE STONE VENEER MORTAR JOINT. 6.) THE LAST 2"OF EACH INIRE LEO SHALL HAVE A RIC,HT-AN(SLE BEND. 5. 1" MIN. THICKNE55 OF CEMENT GROUT SHALL BE PLACED BETINEEN THE BACKING 4 THE STONE VENEER. STONE VENEER OVER STEEL STUDS a 1 6"r,lr, 1. STEEL STUDS SHALL BE C -OLD -FORMED STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.04 2 8* ' 2. ATTAC,H:2 LAYERS OF NO. 15 FELT, COMPLYINSIN/ A5TM D 226 FOP, TYPE I FELT, TO PROVIDE CONTINUOUS INATER-RE515TIVE BARRIER. 5. ATTACH 2"x2" 0.06 2 5 INCH ZINC-COATEP OR NON-METALLIC, COATED INIRE MESH A.) ATTACHED Y41 COP-RO51ON-RE51STANT #5 5ELF-PRILLING, TAPPING 5CREY45 AT 4- c/c 4 AT 5'r -Ir- INTO TOP 4 BOTTOM TRACKS OP, Y41 EQUIVALENT V41RE TIES. B.) ALL 56REINS SHALL EXTEND THROUGH THE STEEL STUDS A MIN. OF 5 EXPOSED THREADS. C.) THERE SHALL BE NOT LESS THAN 0. 1 055"CORK05ION-RE51STANT INIRE, OR APPROVED EQUAL, ATTACHED TO THE STUD INI A MIN. OF A #5 5ELF-DRILLIN6, TAPPINO SCREIN EXTENDING THROWSH THE STEEL STUD A MIN. OF 3 EXP05ED THREADS FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEC75 NOT LE55 THAN IWIN LENGTH, 50 BENT THAT IT Y41LL LIE IN THE STONE VENEER MORTAR JOINT. P.) THE LAST 2" OF EACH INIRE LEO SHALL HAVE A RI(SHT-AN(SLE BEND. 4. 1" MIN. THICKNESS OF CEMENT (SPOUT SHALL BE PLACED 5ETINEEN THE BACKING 4 THE STONE VENEER. STUCCO SIDING: INHEN THREE COAT STUCCO 15 APPLIED OVER PLYINOOO SHEATHINCS, 2 LAYERS OF 6RAVE P PAPER INHEN APPLIED OVER THE SHEATHING. ORC, '105.6. 5TUC,C,O INEEP 5CREEPS: INSTALL INEEP SCIRFEVS 2'ABOVE PAVED AREAS 4 4* AE30VE 501L kNATER HEATERS: Y4ATEK HEATERS: PROVIDE THE FOLLONIN(5: 1 j UNOBSTRUCTED 1 20Y REr_FPTAC,LE INITHIN 5' ' 2j CATE&ORY III or IV VENT, OR TYPE 5 VENT Y41 STRAIGHT PIPE OETINEEN OUTSIDE TERMINATION 4 INHERE INATER HEATER 15 IN5TALLEP. 5.) YiATEP HEATERS CAPABLE OF IONITIN(S FLAMMABLE VAPORS LOCATED IN A &ARA6E MUST BE 1 5"ABOVE THE FLOOR. C,Mr_ 505. C,FC, 501.1 3. 4.) CONDENSATE DRAIN NO MORE THAN 2* HIGHER THAN THE BASE OF THE INATER HEATER THAT ALLOINS NATURAL DRAINAGE INITHOUT PUMP ASS15TANC,E. 5j GAS SUPPLY LINE IN/ A CAPACITY OF AT LEAST 200,000 BTLI/HR. 6.) PROVIDE SEISMIC BRACING FOR )N/H AT LOCATIONS EQUAL TO THE TOP 4 BOTTOM 1 /3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4"ABOVE CONTROLS. CFC, 501.2. 1) A PRESSURE 4 TEMPERATURE RELIEF VALVE TO OUT51VE INI UNTHREADED PIPE FAC,ING POINNINARD 5ETINEEN 6'TO 24'ABOVE GROUND POINTING DO)NNINARD. CFO (505.5. 5.) HOT INATER SUPPLY FIPIN& 5/4'4 GREATER SHALL BE INSULATED. CEC, 150.0 (J) 2 III q.) HOT)NATER PIPING SUPPLYIN& THE KITCHEN SHALL BE INSULATED. r-Ec, 150.0 (J) 2 VI 1 0.) riHEN REQUIRED BY LOCAL 13UILDINO OFFICIALS: PROVIDE riATER HEATER PROTECTION INITH (2) 45'x 4"5TEEL PIPE (AN515r,HEDULE 40) IMBEDDED 12"INTO CONCRETE 12"VIA. x 1 8* DEEP CONCRETE - FILL PIPE INI CONCRETE- C,Pr_ 5011 i 15.1. 1 1 j riATER HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF SCREENED VENT 12"FROM TOP I INiTHIN 12'OF BOTTOM. C,MC,70 1.6 ATTIC, MOUNTEP-TANKLE55 INATER HEATERS: CEC 150.0 (N) 1.) PROVIDE 24'50LID PASSAGEINAY FROM ATTIC, ACr-F-55 TO 50"xBO"rs[ORKING PLATFORM. 2.) PROVIDE 120v RECEPTACLE INITHIN V4 LIGHT NEAR THE UNIT IN/ A 51NITCH AT ENTRANCE TO FA55A6EINAY. C,FC, 505.4. 3.) CATE&ORY III or IV VENT. OR TYPE 5 VENT V4/ 5TRA16HT PIPE BETINEEN OUTSIDE TERMINATION t INHERE INATER HEATER 15 INSTALLED. 4.) A CONDENSATE DRAIN THAT 15 NO MORE THAN 2"HIC55HER THAN THE BASE OF THE IN5TALLEP r4ATER HEATER., AND ALLOINS NATURAL DRAINING INITHOUT PUMP 5.) A OAS SUPPLY LINE Y41TH A r-APACITY OF AT LEAST 200,000 BTU/HR. 6.) A 1.5"PEEP INATER HEATER PAN IN/ DRAIN TO OUTSIDE. )NHOLF_ BUILDINC-7 VENTILATION: INHOLE BUILDING VENTILATION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE allALIFYIN&)NHOLE-BUILDIN& VENTILATION FAN, SHALL COMPLY INITH THE FOLLOININ6: 1.) A MINIMUM C,FM RATING OF -15 C,FM. 2.) BE RATED A MAXIMUM OF 1.0 5ONE. 3.) THE CONTROL SINITCH MUST BE LABELED AS THE riHOLE-BUILDINC, VENTILATION 4 FANSHOULD OPERATE INHENEVER THE HOME 15 OCCUPIED. Y4HOLE HOUSE FAN: THE INHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER INHICH CLOSES INHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. rilLD-LAND URBAN INTERFACE ON.U.I.): . DINELLIN05 LOCATED INITHIN A STATE RESPONSIBILITY AREA SHALL COMPLY INITH THE FOLLOININO: PECKIN& SURFACES: THE)NALKING SURFACES OF DECKS, PORCHES, BALCONIES 4 5TAIRS 15 INITHIN 1 O' OF THE BUILDING, SHALL BE C,ON5TRUr_TEP OF ONE OF THE FOLLOININ& MATERIALS: 6RC, 551.41. 1.) IONITION-RES15TANT MATERIAL THAT C,OMPLIES)NITH 5FM STANDARDS 12-'7A-4 4 12--IA-5. 2.) EXTERIOR FIRE RETARDANT TREATED )NOOP. 5.) NONCOMBUSTIBLE MATERIAL. 4.) ANY MATERIAL THAT COMPLIES INITH SFM STANDARD 12 -'IA -4A Y4HEN ATTACHED EXTERIOR INALL C,OVERINO 15 ALSO EITHER NONCOMBUSTIBLE OP, IGNITION- RE51STANT MATERIAL - EAVES 4 5OFFIT5: MUST BE NON-COMBUSTIBLE OP, IGNITION RE515TANT. OPEN ROOF EAVES ALLOINED Y41 FIRE RE515TANT PLYINOOV OR 05B. CRC, R551.1. EAVE VENTS: TO BE APPROVED EAVE VENTS THAT RES15T THE INTRUSION OF FLAME 4 BURNINO EMBERS. CRC, R5 51.6.3. EXCEPTION # 1: VULCAN VENTS OR TESTED EQUIVALENT. EXTERIOR DOORS: MUST BE FIRE RE515TANT. DOOR EXT. SURFACE MUST BE NONCOMBUSTIBLE OR IGNITION RE51STANT MATERIAL OR BE 50LID CORE Y4000 1 515'THIr-K OR HAVE A FIRE -RESISTIVE PATINC, OF NOT LE55 THAN 20 MINUTES. C,RC, R35 17.5. EXTERIOR GLAZINO/iNtIsIVOIN5: EXTERIOR GLAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED OLASS. ORC R351.5. EXTERIOR Y41ALL5: riALL C,OVERINOS TO BE NON-r-OMBU5TIBLE OR IGNITION RESISTANT. CRC, R55-7.1. FOUNDATION 4 6ABLE ATTIC, VFNT5: I SHALL BE COVERED INI METAL INIRE MESH OR NONCOMBUSTIBLE MATERIALS IN/ MIN. OF 1 / 1 6"4 SHALL NOT EXCEED I /5"OPENIN(55. C,Rr_ R5 5 -110. rORCrH r,EILIN&5: MUST BE IONITION-RE515TANT OR NON-COMBU5TIBLE. CPO R35,7.1.6. ROOF &UTTIFR5: SHALL BE PROVIDED ri/ MEANS To PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS IN GUTTERS. CRC, R55 1.5.4. SAFETY GLAZING: HAZARDOUS LOCATIONS REQUIRING SAFETY &LAZING INCLUDE THE FOLLOININO: OLAZIN6 IN DOORS: IN ALL FIXED 9 OPERABLE PANELS OF 51NINOIN(5, SLIDING 4 51 -FOLD DOORS. EXCEPTION5: 1) OFENIN& IN INHICH A 3* DIAMETER SPHERE 15 UNABLE TO PASS. 2) IN DECORATIVE OLAZIN6. C,RC, R305.4. 1. 6LAZINO ADJACENT DOORS: 090 R505.4.2 GLAZING INITHIN A 24"ARC OF EITHER VERTIC:,AL EDGE OF THE POOP. IN A CL05ED POSITION 4 INHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60* ABOVE THE FLOOR OP, INALKINC7 SURFACE. EXCEPTIONS: 1) DECORATIVE GLAZING. 2))NHERE THERE 19 AN INTERVENIN& INALL OR PERMANENT BARRIER BETINEEN THE DOOR 4 &LAZING. 5) GLAZING IN INALLS ON THE LATCH SIDE OF 4 PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4) INHERE ACCESS THROUGH THE POOR 15 TO A CLOSET OR 5TORA&E AREA VOR LF -55 IN DEPTH. &LAZINO IN TH15 APPLICATION SHALL COMPLY INITH ORO P1505.4.3. 5) GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GLAZING IN ININVOY45: C,P.C, R508.4.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOAIN67 CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: 1)THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SOFT. 2) THE BOTTOM EDGE OF THE 6LAZIN6 15 LE55 THAN 1 8"ABOVE THE FLOOR. 5.) THE TOP EPOE OF THE GLAZING 15 MORE THAN 56"ABOVE THE FLOOR: AND 4) ONE OR MORE INALKIN& SURFACES ARE INITHIN 56"MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE OF THE C57LAZINO. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) INHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCE551BLE 51DE(5) OF THE GLAZING 54'TO 55"ABOVE THE INALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF V41TH5TANDIN(5 A HORIZONTAL LOAD OF 50 POUNDS PEP, LINEAR FOOT INITHOUT CONTACTIN& THE 6LA55 4 BE A MINIMUM OF 1 1/2"IN CROSS SECTIONAL HEIGHT. 6LAZINO IN GUARDS 4 RAILS: ORC, R305.4.4. GLAZING IN GUARDS 4 RAILS SHALL BE CONSIDERED HAZARDOUS. 61-AZIN6 I INET 5URF^GE5: ORC, R308.4.5. 09LAZINO IN INALLS, ENCLOSURES OR FENCES CONTAININO OP, FAC-INO HOT TUBS, SPAS, YiHIRLPOOL5,5AUNA5,5TEAM ROOM5,15ATHTU55,5110INERS 4 INDOOR OR OUTDOOR SINIMMING FOOLS INHERE THE 50TTOM EXPOSED EDGE OF THE OLAZINO 15 LESS THAN 60" ABOVE A STANDING OR INALKINO SURFACE SHALL BE r-ONSIOERED HAZARDOUS. THIS SHALL APPLY TO SINGLE GLAZING 4 ALL PANES IN MULTIPLE GLAZING. EXC,EPTION: GLAZING THAT 15 MORE THAN 60"MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE FROM THE riATER'5 EPOE OF A BATHTUB, HOT TU5,5FA, INHIRLPOOL OR S)NIMMING POOL. 61-AZINO ADJACENT STAIRS -4, RAMPS: C.RC, P.505.4.6. GLAZING INHERE THE BOTTOM EDOE OF THE 6LAZIN615 LE55 THAN 56* A50VE THE PLANE OF THE ADJACENT INALKIN& SURFACE OF 5TAIRINAYS, LANDlN65 BETINEEN FLIGHTS OF STAIRS 4 RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: 1) INHEN A RAIL 15 INSTALLED ON THE ACCE5515LE 51PE(5) OF THE GLAZING 54"TO SWABOVE THE INALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF INITH5TANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT INITHOUT CONTACTINO THE 6LA5S 4 BE A MINIMUM OF I 1/2'IN CROSSSECTIONAL HEIGHT. 2) GLAZING 56"OR MORE MEASURED HORIZONTALLY FROM THE INALKIN& SURFACE. GLAZING ADJACENT TO THE 50TTOM OF STAIR LANPINCv: OLAZIN& APJAr-ENT TO THE LANDING AT THE BOTTOM OF A STAIRINAY INHERE THE r,LAZINO 19 LESS THAN 36" A50VE THE LANDINO 4 Y41THIN &O"HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CON51DERED A HAZARDOUS LOCATION. EXOEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING INITH r -RC, R5 12 4 THE PLANE OF THE GLASS 15 MORE THAN 1 6" FROM THE OUARP. 6LAZIN6 MORE THAN '7 2'AEOVE FINISHED C,KAPF-: VNIINDOINS HAVINO OPENINGS LOCATED INITHIN 24'OF THE FINISHED FLOOR TO BE PROVIDED INITH ININVOY4 FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY INITH ASTM F 20qo. C,Rr_ R3 12.2.1 ALL. HABITABLE ROOMS: SHALL HAVE AN AG6RFGATE GLAZING AREA OF NOT LE55 THAN 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH ININDON5, DOORS, LOUVERS OR OTHER APPROVED OIIENIN65 TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED INITH READY ACCESS OP, SHALL OTHERY41SE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANT5. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. r -RC, R505. 1. LAST LIPPATE01 4/10/201 7 MAX RAMIREZ - &OLDEN SUN DESIGN - ENERGY CALOS 22 1 8-1 SAM50N AVENUE, CORNINC55, CALIFORNIA q60.21 PHONE: (550) 521-1242 CELL EMAIL ADDRESS: Maxer-adMamax,om I-- 11-1--l.- - _._l.__ 55� P-10 LINVO AVENUE #200. CHICO, CA q5-126 (550) 5`12-4401 INORK EMAIL APORESS: Andy@5ummitChir-O.com NOTF_: CONTRACTORS ARE REaUIRED TO 13E EPA CERTIFIED IN LEAD SAFE METH005 AT RENOVATIONS OF HOMES BUILT PRIOR TO 1 q'7 8. PERMITIf FE>rf - 075C ____ - - ---. BUTTE COUNTY DEVELOPMEN-1 SERVICE'S REVIEWED FOR CODE COMPoLl . .CE DATE� '5 Y 4 5�)_ B T r-:\Users\Steve\Doc,ument5\Chief X11 Plans\Button - Additlon\Button - Addition.layout OINNER: XXXXX (530)XXXXXHOME (550)XXXXr-ELL EMAIL ADDRESS: XXXXXXXX X BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR. BUILDING CONTRACTOR / HOME OINNER TO REVIEN AND VERIFY ALL DIMENSIONS, SPECS. AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SJO CON51LILTIN& __' "� WfP= 'H E N 550-5110-0011 1525 CITRUS AVENUE CHICO, CALIFORNIA cl 5 cl 2 6 sajohnson 1 00-togmall.c.cm - " , " p?2,W , 7 �� , 4.�-�,,�d � I ��: � iop y" , "i �, �w .. " . j � _0 ,� ll�� THESE PLANS HAVE BEEN REVIF-INED ONLY FOP, COMPLIANCE r4rTH ATTACHED STRUCTURAL CALCULATIONS. THE EN61NEEWS STAMP ON TH15 PLAN 15 VALID ONLY V41TH A LETTER 516NED BY THIS ENOINEER FOR EACH . __%� Q m !L C� u, ND 13 y U) 4- u- 't z < 0 < I 0 T_ 7 z() f- k) w Ln D y �) ii3 (", (�j Fa I- - co I (n < v__ < 0 T_ y m 0 w �_ m Lu LIJ < < -1 ca M (:� LU -1 " V 5 X < - m I - 0 z 0 .. I w- -1 Cj y �3 LLI _ .* . 11) w �) (y (� v 011 < < ul �- Lu (3 CL m 0 z V ti) V < 70 Z V - No tu (i � , 3 �3 Q �- �_ ti) 10 t@ -I tj) < 7 LU LLI 7- 1j) 7 n cj LI) L < 0 Ln < 0 (I I_lVAE3_1_E: 2101 SqFt (E) -4 -1 cl.5. SqFt NEN 2606 SqFt TOTAL _67ARAOE: 1 120 SqFt (E) PATE: 4/18/2017 SCALE: SHOWN .20/05:�@*y Ta " 4,2MORY SHEET . a \l. c COPYRIGHT 201 b I/ � I - " - W�N�m 1525 CITRUS AVENUE CHICO, CA q 5 q 2 6 CELL: 530-570-007 1 EMAIL ADDRESS: SajohnSon 1 007*gMaILCOM . I 11_1� 1-7 � , 7---- -i , � � � __. _. __ _ "� � L_ " E 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: POST -INSTALLED EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A 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. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS 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 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'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS 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 TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2016 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.610, S1= 0.272 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.533, SDI = 0.337, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 10.63 KIPS ULT. (PROPOSED + EXISTING) RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE FLOOR 40 PSF E) DEAD LOADS: ROOF 18 PSF (INCLUDES 3 PSF SOLAR) FLOOR 15 PSF ABBREVIATIONS AB ANCHOR BOLT K ADDT ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT D1 DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/o JT JOINT KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT PERMIT# 2477 — ®%3O BUTTE COUNTY DEVELOPMENT SEr�vi(;Fc_ REVIEWED FOR FMIlPt� 'C�DATSCo By Q�OFESS/pN� C. CD � N 69 8z� J� C/V1�- gTFOF CAL\ 0� C4ilbII 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 V) W Q V o w J Z> 00 O Q 00 ry Q z :D oZ �O U CO COJ LU z Lr) N' Ln O rsj V) REVISIONS: DATE: 04/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-167 SHEET: FASTENING SCHEDULE (TABLE 2304.10.1) CONNECTION FASTENING~" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 10d 10d 3 - 3" X 0.131" NAILS TOE NAIL 16d 3 - 3" 14 GA. STAPLES 4X8/4X10/4X12 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 10d 6X8/6X10/6X12 2 - 3" X 0.131" NAILS TOE NAIL EACH END 16d 2 - 3" 14 GA. STAPLES ITS 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. - PER SHEAR 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL I 3" 14 GA. STAPLES AT 12" O.C. I SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" II I II I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") AB ®2 9 O.C. PER II II L SCHED. I.I I 3 -3" X 0.131" NAILS END NAIL RBC AT 1'-2 O.C. 3 - 3" 14 GA. STAPLES _ II _ II II T= F � T 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") II II II II II LL-- 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 4 3 -3" 14 GA. STAPLES AT 12" O.C. 2 -16d COMMON (3 1/2' X 0.162") END NAIL SIZE/SPACING PER SCHED. AS REQUIRED 3-3"X0.131"NAILS 2X MUDSILL 12d O 4 O.C. 3 - 3" 14 GA. STAPLES 8d ®12 O.C. 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. AB 0 1'-0" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 12d 0 3" O.C. 8d 0 2" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 640 3" 14 GA. STAPLE AT 12" O.C. AB 0 1 -9 O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE RBC AT 8 O.C. 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD6 1/2" AND LESS 6d°" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8' X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 /8TT 0 1 1/4" 0d' OR 8d' TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d" 1 1/8- TO 1 1/4- 1 Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d! 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL' 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. t:ommon or oox naps are permittea to oe usea except wnere oinerwmc swwu. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2 x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corroslon-resistant siding (fid - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nan g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 Inches at intermediate supports. 1. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE IO NO SCALE ODI TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X2X10/2X128/ LUSLUS210AUS2 028/ 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 H U 48TF/H U 41 OTF/H U 412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 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. ' WALL CONTINUES WHERE OCCURS PER PLAN (5) 16d +++ + + 4 + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW - MS- 26 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES '--STUD DIRECTLY UNDER SPLICE, TYP. II INTERSECTING WALL OR CORNER WHERE OCCURS- ] TYPICAL TOP PLATE SPLICE TYPICAL SIMPSON HANGER SCHEDULE 9 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE SDI NO SCALE TOP PLATE PER 6/SDI 2 1/2" MAX. DEPTH FOR 2X4 PLATE no 3 1/2" MAX. DEPTH FOR 2X6 PLATE 5 1/2- MAX A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE NOTCH --,,,,(2) MIN PERNOTCH--,,,,/PER 6/SD1 1 1/2- M AX, /2"MAX, TYP. WALL FRAMING PER PLAN, TYP 1 -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 PLI HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS- PARTIAL PLAN EAR PLY AND NMILING PER PLAN TYPICAL CORNER HOLDOWN DETAIL 7 NO SCALE SDI DBL 2X TOP PLATE 6 SDI D A PER 1/SD1 STUD WALL ELEVATION KEY "MAX STUD SPkING HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® O ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED O STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS II (I II I © ANCHOR BOLT SPACING AND SPACING • _ CUP SPACING .� A 11 • 12d ® 7" O.C. EDGES, TYP. I TL I I I I I I I I I I I SHEAR PLY D A PER 1/SD1 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SIMPSON HOLDOWN MODEL NUMBER 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 TYPICAL STUD WALL ELEVATION 5 NO SCALE S D I CORNER WHERE OCCURS 16d NAILS AT TOP PLATE PER 6/SD1 LA PED CORNERS, TYP PROVIDE PANELS MFR., 1/8 BLOCK AT A 16" MAX SPACING - SOLE PLATE FASTENING SHEAR WAL AS 8" ALL SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 GAP BETWEEN II REQ'D. BY I I.I I°IL I I I I F.N. PER SHEAR WALL SCHED. 6 SCREWS MIN. II II I II II 1 5/16" II (I II I E.N. PER SHEAR ANCHOR BOLT SPACING AND SPACING I I I ( WALL SCHED. CUP SPACING AS REQ'D. A 2X MUDSILL 12d ® 7" O.C. EDGES, TYP. I TL I I I I I I I I I I I SHEAR PLY I COMPRESSION POST AS REQ'D PER HD SCHED. 260 - PER SHEAR I WALL SCHED.--\ � I STUD II I II II I II II 8d 0 4" O.C. 8d 0 12" O.C. II I II I I°I I`I II II I I I AB ®2 9 O.C. PER II II L SCHED. I.I I 11 I°I I I I I I PER I SCHED. I I RBC AT 1'-2 O.C. IL _ 11 ° I li _ II _ II II T= F � T 1°I j =�T T II ii i ii II II II II II LL-- I---1-1 II I 11 4 AB O 1 -3 O.C. SILL PLATE AND A.B. COUPLER NUT RBC AT 1'-0" O.C. SIZE/SPACING PER SCHED. AS REQUIRED A 2X MUDSILL 12d O 4 O.C. FOUNDATION PER PLAN-- M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY/ -PT DF -L (SEE SHEAR WALL SCHED.) SILL Li �? I I 7" MIN �( PLATE WASHER " II U 3- X 3 X .229". TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 1 /2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 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. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE �Dl HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SST816 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULEF-2 NO SCALE PEPMiT#<'_I��7 BUTTE COUNTY DEVELOPI LENT SERVICEF VI MIED FOR COBE COMIP� . DATE BY 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 CUP SPACING (PLF) A 2X MUDSILL 12d ® 7" O.C. 8d ® 6" O.C. 8d 0 12" O.C. A35 AT 2'-8„ O.C. 260 AB 0 3' -gm O.C. RBC AT l'-8* O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 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 0 5" O.C. 8d ® 4" O.C. 8d ® 12" O.C. A35 AT 1� 8„ O.C. 380 4 AB O 1 -3 O.C. RBC AT 1'-0" O.C. A 2X MUDSILL 12d O 4 O.C. »»A35 8d ®3 O.C. 8d ®12 O.C. AT 1'-5" O.C. 490 AB 0 1'-0" O.C. RBC AT 10" O.C. Q3X 2 MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1'-0' O.C. 640 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 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "40, "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTiPUED BY 1.4 WHERE WIND LOADS GOVERN. 4 TYPICAL SHEAR WALL SCHEDULE I SDI NO SCALE �Dl Q�OFESS/k C. ✓�y�F 2 � N 6 188z_ * E 0 18 f� CSV �\Q OFCA 0� 1too t� 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 ss� ss� U U 1 J J J_ z � 00 1- O 0 1 Q Q U zo D 0z 0 L.�... () CO LU C) z ssssssss� O U REVISIONS: DATE: 04/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-167 SHEET: SDI oQ�pFESSIpN9` C. BOTTOM CHORD OF _, TRUSS BY OTHERS SIMPSON STC (CLIP PROVIDE GAP BETWEEN c�CD AT EACH TRUSS PANELS AS REQ'D. BY N 6 88z 0 MFR., 1/8" MIN. * E 30 18 ROOF PLY AND J'T IV 1 �P 1/2" GAP NAILING PER PLAN gTFOFCA��Fp�� NON-BEARING WALL (3) #4 X 3'-0" DOWELS WITH o4/ CORNER WHERE OCCURS----] 6 EMBED IN SIMPSON SET -XP EPDXY, LOCATE AND AVOID ALL THESE PLANS HAVE BEEN REVIEWED 2X4 OVERFRAMING E REINF. PRIOR TO DRILLING FOR COMPLIANCE ONLY WITH THE AT 24" O.C. -, E FOUNDATION ( ) ATTACHED STRUCTURAL ( ) I CALCULATIONS AS OCCURS WALL PERPENDICULAR TO TRUSS (3) 16d - ROOF PLY TOENAILS, ; AND NAILING » SIMPSON DTC TYP PER PLAN J CLIP AT 2X4 WITH EACH TRUSS 16d NAILS E.N. PLY AT. - ' AT 12" EQ SLEEPER, O.C., TYP J TYP e I � T T T T T T EQ 1/2" GAP TRUSS BY I 2) #3 TIES OTHERS, TYP » NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C.\-2X SLEEPER WITH (2) 16d EACH END WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER 383 Rio Lindo Ave. RAFTER OR TRUSS PLAN, TYP I I Suite 200 WALL PARALLEL TO TRUSS 2X4 VERT. AT 4" Chico, CA 95926 NOTE: 2 O.C. WITH 4 16d (N) FTG PER PLAN P. 530.592.4407 ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO O SummitChico.com ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE TOP AND (2) 1., TOENAILS BOTT., TYP NON-BEARING WALLS. TYPICAL NON-BEARING WALL DETAIL 12 TYPICAL OVERFRAMING DETAIL 9 TYPICAL N FTG TOE FTG DETAIL 3 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 ROOF PLY AND NAILING PER PLAN 3'-0" MAX It 2'-0" .N. ` 3) 16d TOENAILS •N• V 1 • FLOOR PLY AND LOOR JOISTS PER PLAN LAP FASCIA BY NAILING PER PLAN 6" ON CENTERLINE OF GIRDER OTHERS E.N. SOLID BLOCK ---,,WITH (4) 16d CLINCHED 2X6 FLAT OUTLOOKER AT + + NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO 1 T T I 1j DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER U MFR. PRIOR TO CUTTING.GIRDER PER PLAN WITH Q 1 BC POST CAP AT POSTS 3) 8d TOENAILS PER FJ U . GABLE END DRAG W TRUSS BY OTHERS ADD 2X4 FLAT TO 4X6 POST WITH (4) ,J BRACES LONGER 16d TOENAILS TO PIER J THAN 6'-0" WITH Z Q �. 16d AT 12" O.C. T T z 2X6 BRACE AT "WETSET" PRECAST CONC. PIER, . .....:.tl .._I . N (D O A35 CUP PER SHEAR WALL 4'-0" O.C. WITH OR CONCRETE FILLED CMU BLOCK a c SCHEDULE, OTHERWISE 5 00~ O 4'-0" O.C., TYP.-EA16d NAILS CH END _ _ _..... .._._... .......... ...x[.. ....:............. I� 1 PROVIDE GAP BETWEEN PANELS -III=III I I- (I Z Q Q AS REQ'D. BY MFR., 1/8" MIN.---, N U z O E.N. TYP 2X BLOCKING AT 4'-0" O.C., �) � O DBL TOP PLATE T&B, (3) 12d T.N. EA. END 3" CLR. D z PER 6/SDI (3) 16d T.N. EA BLOCK L PER PLANL n/ :)CO IO NAILING PER PLAN SHEAR PER PLAN - WALL FRAMING PER PLAN J W E.N. E.N. z Ln •• TYPICAL GABLE END TRUSS DETAIL 8 TYPICAL INTERIOR FOUNDATION DETAIL 2 --I o NO SCALE �D2 NO SCALE �D2 Q N OVERFRAMING NOT 1 SHOWN FOR CLARITY DRAG TRUSS 1 PER PLAN ALL FRAMING PER PLAN NOTES: PT DF SILL AND ADD 2X4 FLAT TO 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE AB PER 3/SD1 BRACES LONGER IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. SHEAR PER PLAN THAN 6'-0" WITH PLYWOOD AND CUP &SPACING 16d AT 12" O.C. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. NAILING PER PLAN SOLE NAILING PER 1/SD1 PERMIT#_ PER PLAN/SHEAR 2X6 BRACE AT 4'-0" E.N. _ - » DU FE COUNTY DEVELOP NIEN? 4 PWC'C 7 WALL SCHEDULE W/ (4) 16d NAILS ROOF PLY AND FLOOR JOIST PER PLAN EITHER I�DO PROVIDE GAP BETWEEN PANELS " i „ l EACH END RBC CUP PER SHEAR NAILING PER PLAN AS REQ'D. BY MFR., 1/8" MIN. O.C. ATDIRECTIOPARALLEL N. SOLID BCONDI110NLOCK AT 2-0 2X CONT. RIM CC YOMPL ICE WALL SCHEDULE, ROOF TRUSSES DATE —t 9 BY . OTHERWISE 4'-0" O.C., TYP. BY OTHERS FLOOR PLY AND GIRDER PER PLAN BLOCK SOLID AT POSTS (E) FLOOR PLY E.N. ,N, NAILING PER PLAN WHERE OCCURS E.N. MULTIPLE STUDS AND HOLDOWNS EXISTING ROOF E.N.it FRAMING E.N. 2X BLOCKING AT 4'-0" O.C., GH GIRDER " REVISIONS: T&B, (3) 12d T.N. EA. END SOLID BLOCKING HANGER AS REQ'D 8 MIN. i (E) FLOOR JOIST PER FJ/BLOCKING PER 18 MIN. SLOPE FINISHED = _ . 2X STUDS AT 16" O.C. H2.5T EA. TRUSS PLAN EITHER DIR. PLAN WITH LUS HGR - - -- - - -- ----...GRADE AWAY PLYWOOD &NAILING AND (2) AT 12" MIN. 6" MIN. FROM FOUNDATION TO MATCH BELOW MULTI -PLY TRUSSES -:I — — E.N. - I I -III FASCIA BY OTHERS TOP PLATE PER 6/SDI #4 AT 24" O.C. VERT, — N (E) 2X RIM #4 AT 18" O.C. HOR, -------- SHEAR PER PLAN WHERE STEMWALL 2X LEDGER WITH 1/4 DIA. SDS HEIGHT > 1'-6" 8" N E.N. WITH 1 1/2" EMBED IN (E) RIM DATE: 04/13/17 � AT 8" O.C. STAGGERED 3" CLR.- SCALE: NTS TOP PLATE PER 6/SDI � PLYWOOD & WALL FRAMING PER PLAN (E) FNDNNAILING 12" 1 STORY #4 CONT. TOP AND BOT. DRAWN BY: ACJ PER PLAN JOB NUMBER: 17-167 SHEET: INTERIOR DRAG TRUSS DETAIL 10 TYPICAL EAVE DETAIL 7 TYPICAL N TO E) FLR FRAMING DETAIL 4 TYPICAL FOUNDATION DETAIL 1 NO SCALE NO SCALE NO SCALENO SCALE SD2, SD2 SD2 �D2 �D2