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HomeMy WebLinkAboutB17-1329 047-290-066SECOND_ FLOOR PLAN_5TRUCTURAL-NOTE5; 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SO 1-5D3 FOR ADDITIONAL INFORMATION. 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 20 P5F (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 20 PSF. I 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING OR RATED 1 STURD-I-FLOOR, SPAN RATING 48/24(24 FOR r STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS 5UPPORTS AND ADJACENT PANELS STAGGERED WITH 4ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR 7 EQUIV. (0.148" DIA XS") AT 6" O.G. AT ALL PANEL I17SD3 EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED M ON PLAN. FIELD NAIL AT 10* O.G. PROVIDE 1 /8' GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: b 1 � EXTERIOR WALL: 2X6 OF STUD AT 1 6' O.G. 1 I INTERIOR WALLS: 2X4 OF STUD AT 1 6' O.G. 5.) SEE DETAIL 7/SD 1 FOR TYPICAL STUD WALL L-1 6.5' INCL (1) 5'-O' DI ELEVATION AND TYPICAL WALL OPENING SCHEDULE. OPENING (b.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING r I LINEN SUBCONTRACTOR. I a 1'-0' L-14.0' INCL (1) 4'-O' OPENING 6 40301-5 WALL HVAC UNIT DAMUN DUCTLESS MMI SPLIT SYSTEM OR 51MILAR OI 111 l �� I J � 1-v PERMIT # BUTTE COUNTY puropME T €EnVIOES G[ -0r. c 0, mP , AN% PST€ � ? I I _ @1, to J O 7 O SD3 �8 lda 'It 30NVIldNOO 3000 BEDROOM HO:J (33M31A38 CARPET FLOOR S301A83S 1N3VM013AM kLNIIOO 3100 SEE NOTES: BEDROOM. I O b SII N DN la L-1 4.0' INCL (1) 4'-O' OPENING 2668 7.) TYPICAL FLOOR JOISTS SHALL BE 1 1 7/8 BCI 60 2.0 I p v D R-21 12.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING - - - - - -I RAISED FLOOR INSULATION ® ADDITION OVER 1) CONSTRUCT 2 STORY SHOP/GARAGE BATH AT 1 b" O.G. WITH 1 1 /4' LSL RIM. 2 1'-O` TO FOUNDATION. WINDOWS: NON-METALLIC LOW E, U FACTOR .30 SHGC . 13.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, O BEAM TO BEAM, P05T TO BEAM, AND POST TO POST INSTALL ALL COMPONENTS IN ACCORDANCE WITH R-44 3'-O' tV CONN'S WITH (2) ST22 STRAPS MIN. AND AS CLIPS toN 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: N/A TILE FLOOR MANUFACTURER'S RECOMMENDATIONS. HEATING EFFICIENCY: 9.3 HSPF SCALE: 114"- 1'-0" 14.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND --1 FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT at in SEE NOTES: WHERE CONT. �p I 15.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE NOT SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH REQUIRED FOR THIS RESIDENCE (AND GARAGE). wtw 0� BATHROOM. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS SPAN' REPORT TO THE BUILDING DEPARTMENT PRIOR TO 16.) ALL EXPOSED FRAMING SHALL BE PRESSURE FINAL INSPECTION. GGBG 4.408 TREATED WITH TREATMENT PROCESS AND APPLICATION 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES APPROPRIATE FOR EXP05UP-E ACCORDING TO MFR'5 o] WRITTEN GUIDELINES. 5.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. WALL5 RUN PARALLEL TO JOIST, AND J015T EXCEEDS W -O' UNO. 6.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: 1 ?.) PROVIDE METAL HANGERS PER 9/SD 1 AS REQUIRED, O 1 UNLESS NOTED OTHERWISE. m 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN - �3?N= COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, v q.) PROVIDE DOUBLE JOIST UNDER ALL BATH TUBS to m GONG. STOOP: °-w T ET WHERE JOIST SPAN EXCEEDS T -O'. i N FOUNDATION PLAN N 2030F 10.) TYPICAL HEADER BELOW (SUPPORTING 5ECOND STORY) IS 6X 10 DF -L #2 UNO. 1 1.) PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24' O.G. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALL5 ABOVE. HALF WALL I 5068 o I CLOSET SHELF 4 POLE I(t1 L-1 5.0' 2ND FLOOR 15T FLOOR 8'PLATE Tir HEIGHT (E) L 8'PLATE HEIGHT (E) ;, 4 i /X -, / I i r r, _ 1 �PL�T� HEIGHTS: SCALE: 1 / 1 6' - 1'-0' 509OL5 BALLON FRAMING (SHADED REGION): 2"X 6" DF STUD AT --�--�-� 12"O.G. RLTMs COUN'T'Y FAA 10` 2017, DEVELOPMENT SERVICES EXISTING FLOOR PLAN SCALE 1/6'- 1'-0' 4 TYP.SW ELEV. SD 1 2 V_0" 1 b'- 9' 4'-5' 1_ 4'-7" L 5'-3" 4'-3' ® ...------------ © ►�J�iiOi�i��'� i'�i ►�Oi�0��,9.I�i��<� OPENING OFA FLOOR PLAN _5TRUCTURA"OTE5: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 50 1-5D3 FOR ADDITIONAL INFORMATION I p v D R-21 12.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING - - - - - -I RAISED FLOOR INSULATION ® ADDITION OVER 1) CONSTRUCT 2 STORY SHOP/GARAGE JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY PI -21 2 1'-O` TO FOUNDATION. WINDOWS: NON-METALLIC LOW E, U FACTOR .30 SHGC . 13.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, < BEAM TO BEAM, P05T TO BEAM, AND POST TO POST N R-44 3'-O' SD3 Q CONN'S WITH (2) ST22 STRAPS MIN. AND AS CLIPS R-8 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: N/A ON -DEMAND WATER HEATER, W/EF985%: U.N.O. PER PLAN AND DETAILS. HEATING EFFICIENCY: 9.3 HSPF SCALE: 114"- 1'-0" 14.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FLOOR PLAN NOTES: FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT RADIANT BARRIER ROOF SHEATHING: TO THE ENGINEER OF RECORD. 1.) NOTE: ALL NOTES ON THI5 PLAN REFER TO THE NOTES, CONT. LOCATED ON SHEET 6. 15.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE NOT SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH REQUIRED FOR THIS RESIDENCE (AND GARAGE). ARCHITECT. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT i REPORT TO THE BUILDING DEPARTMENT PRIOR TO 16.) ALL EXPOSED FRAMING SHALL BE PRESSURE FINAL INSPECTION. GGBG 4.408 TREATED WITH TREATMENT PROCESS AND APPLICATION 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES APPROPRIATE FOR EXP05UP-E ACCORDING TO MFR'5 G TO THE BUILDING DEPARTMENT. COBC, WRITTEN GUIDELINES. 5.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. p 6.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: 1 ?.) PROVIDE METAL HANGERS PER 9/SD 1 AS REQUIRED, EXTERIOR WALL5: 2'Xb' DF STUDS 0 16" c/c UNLESS NOTED OTHERWISE. INTERIOR WALL5: 2"X4' OF STUDS ® 16* G/c 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN INTERIOR WALLS: 2X4 OF STUD AT 1 6' O.G. COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, v TABLE 2304.10.1, UNLESS NOTED OTHERWISE. 2ND FLOOR 15T FLOOR 8'PLATE Tir HEIGHT (E) L 8'PLATE HEIGHT (E) ;, 4 i /X -, / I i r r, _ 1 �PL�T� HEIGHTS: SCALE: 1 / 1 6' - 1'-0' 509OL5 BALLON FRAMING (SHADED REGION): 2"X 6" DF STUD AT --�--�-� 12"O.G. RLTMs COUN'T'Y FAA 10` 2017, DEVELOPMENT SERVICES EXISTING FLOOR PLAN SCALE 1/6'- 1'-0' 4 TYP.SW ELEV. SD 1 2 V_0" 1 b'- 9' 4'-5' 1_ 4'-7" L 5'-3" 4'-3' ® ...------------ © ►�J�iiOi�i��'� i'�i ►�Oi�0��,9.I�i��<� OPENING OFA FLOOR PLAN _5TRUCTURA"OTE5: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 50 1-5D3 FOR ADDITIONAL INFORMATION p I p v D R-21 Tr - - - - - - -I RAISED FLOOR INSULATION ® ADDITION OVER 1) CONSTRUCT 2 STORY SHOP/GARAGE GARAGE: PI -21 VAPOR BARRIER: N/A WINDOWS: NON-METALLIC LOW E, U FACTOR .30 SHGC . 23 (MILGARD STD. VINYL) N R-44 3'-O' SD3 Q DUCT INSULATION: R-8 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: N/A ON -DEMAND WATER HEATER, W/EF985%: .84 HEATING EFFICIENCY: 9.3 HSPF COOLING EFFICIENCY: 15.0 SEER COOLING EFFICIENCY: 12.0 SEER RADIANT BARRIER ROOF SHEATHING: � SKIP OR CONTINUOUS SHEATHING: CONT. NOTE: N 4) ADD WALK-IN CLOSET TO NEW MASTER ° I I BEDROOM. PRIOR TO 1 978. i EXTERIOR WALL: 2X6 OF STUD AT 16' O.G. N ELECTRICAL NOTES p n INTERIOR WALLS: 2X4 OF STUD AT 1 6' O.G. WHOLE HOUSE VENTILATION v p m GONG. STOOP: ELECTRICAL LEGEND i N FOUNDATION PLAN N 3.) SEE DETAIL 7/5D 1 FOR TYPICAL STUD WALL MIN. 56" IN 3 CEILING PLAN IELEVATION AND TYPICAL WALL OPENING SCHEDULE. D IN BALLON FRAMING Ton ET O OU 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND D _Oj GARAGE ROOF VENTILATION GALLS -� FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT (SHADED REGION): O I I TRUSS LAYOUT SHEET � TO THE ENGINEER OF RECORD. 10 CONCRETE SLAB FLOOR 4 2"X 6" DF STUD AT 1 - ° ' D I C SHEETROCK WALLS 4 CLC. SECTION A-4 yd 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE 12" O.G. SEE NOTES, GARAGE. PLOT PLAN U? TREATED WITH TREATMENT PROCESS AND p [7> p - I 50201-5 v APPLICATION APPROPRIATE FOR EXPOSURE ° p p GLASS N - 6 NOTES ACCORDING TO MFR'5 WRITTEN GUIDELINES. QJry p I I v ry D 10 % D p v GAL GREEN NOTES p SD3 D � ' 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN v p W.U.I. NOTES p v COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, ° FLOOD ZONE NOTES p p D �.._ TABLE 2304.10.1, UNLESS NOTED OTHERWISE. p I p v D R-21 - R-1 5 RAISED FLOOR INSULATION ® ADDITION OVER 1) CONSTRUCT 2 STORY SHOP/GARAGE GARAGE: PI -21 VAPOR BARRIER: N/A WINDOWS: NON-METALLIC LOW E, U FACTOR .30 SHGC . 23 (MILGARD STD. VINYL) ATTIC INSULATION: R-44 3'-O' R-1 3 DUCT INSULATION: R-8 WATER HEATER EFFICIENCY, 50g OR LESS: N/A ON -DEMAND WATER HEATER, W/EF985%: .84 HEATING EFFICIENCY: 9.3 HSPF COOLING EFFICIENCY: 15.0 SEER COOLING EFFICIENCY: 12.0 SEER RADIANT BARRIER ROOF SHEATHING: � SKIP OR CONTINUOUS SHEATHING: CONT. NOTE: N 4) ADD WALK-IN CLOSET TO NEW MASTER CONTRACTORS ARE REQUIRED TO BE EPA CERTIFIED IN 2 LEAD SAFE METHODS AT RENOVATIONS OF NOME5 BUILT BEDROOM. PRIOR TO 1 978. i p N ELECTRICAL NOTES p n WHOLE HOUSE VENTILATION m GONG. STOOP: ELECTRICAL LEGEND i N FOUNDATION PLAN N MIN. 56" IN 3 CEILING PLAN IN BALLON FRAMING ROOF PLAN DIRECTION OF OU ROOF VENTILATION GALLS (SHADED REGION): TRAVEL L 111 TRUSS LAYOUT SHEET ' 10 4 2"X 6" DF STUD AT - ° ' p SECTION A-4 ct1 12" O.G. v PLOT PLAN N p - 50201-5 v ° TEMPERED GLASS N - 6 NOTES QJry L'--1 5.0' v INCLUDING...... D 10 % p v GAL GREEN NOTES p SD3 D � ' v p W.U.I. NOTES p v FLOOD ZONE NOTES p p D �.._ p p 501 STRUCTURAL DETAILS `fl D SD2 p p p - D' in SD3 STRUCTURAL DETAILS O v v . D p v v D I D I v p. v v D p D p p C;011 V, 5 ° v v SCALE: 1/4* - 1'-0" FLOOR PLAN NOTES: 1.) NOTE: ALL NOTES ON THI5 PLAN REFER TO THE NOTES, LOCATED ON SHEET 6. 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE NOT REQUIRED FOR THIS RESIDENCE. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. GGBG 4.405 4.) SUBMIT RESIDENTIAL MANDATORY MEASURES CHECKLIST TO THE BUILDING DEPARTMENT. GGBG 5.) APPROVED CORROSION -RETARDANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY W/ AAMA '11 1. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY W/ AAMA *714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. CRC SECTION R703.4. (2.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. 7.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALL5: 2"x6" OF STUDS 0 16" CIC INTERIOR WALL5: 2'x4' OF STUDS 0 16" CIC TH15 PLAN TO COMPLY WITH THE FOLLOWING: • 2016 CALIFORNIA BUILDING CODE (GBG) - STRUCTURAL ONLY • 2016 CALIFORNIA RESIDENTIAL CODE (CRO), • 201 6 CALIFORNIA MECHANICAL GORE (CMG), • 201 6 CALIFORNIA PLUMBING CODE (GPO), • 2016 CALIFORNIA ELECTRICAL CODE (CEG), • 2016 CALIFORNIA FIRE CODE (CFC), • 2016 CALIFORNIA ENERGY CODE • 2016 CALIFORNIA GREEN BUILDINGS STANDARDS GORE (COMMONLY GALLED "CALGREEN') OCCUPANCY GROUP: • OCCUPANCY IS R-3/1.1 0ON5TRU0TION TYPE: • CONSTRUCTION TYPE 15 VB FIRE SPRINKLERS_ • NOT REQUIRED MINIMUM TITLE 24 RF_ QUIR, ,MENT5: SLAB ON GRADE W/ NO INSULATION: N/A WALLS, 2X6 EXTERIOR: R-21 WALLS, 2X4 DEMISING a INTERIOR R-1 5 RAISED FLOOR INSULATION ® ADDITION OVER 1) CONSTRUCT 2 STORY SHOP/GARAGE GARAGE: PI -21 VAPOR BARRIER: N/A WINDOWS: NON-METALLIC LOW E, U FACTOR .30 SHGC . 23 (MILGARD STD. VINYL) ATTIC INSULATION: R-44 ATTIC INSULATION 2X6 TRUSS TOP CHORD R-1 3 DUCT INSULATION: R-8 WATER HEATER EFFICIENCY, 50g OR LESS: N/A ON -DEMAND WATER HEATER, W/EF985%: .84 HEATING EFFICIENCY: 9.3 HSPF COOLING EFFICIENCY: 15.0 SEER COOLING EFFICIENCY: 12.0 SEER RADIANT BARRIER ROOF SHEATHING: YES SKIP OR CONTINUOUS SHEATHING: CONT. NOTE: N 4) ADD WALK-IN CLOSET TO NEW MASTER CONTRACTORS ARE REQUIRED TO BE EPA CERTIFIED IN 2 LEAD SAFE METHODS AT RENOVATIONS OF NOME5 BUILT BEDROOM. PRIOR TO 1 978. i y 1 /I CLOSET N SCOPE OF REMODEL: THE FOLLOWING ITEMS WILL BE PERFORMED ON THIS PROPERTY: J O 1) CONSTRUCT 2 STORY SHOP/GARAGE MA5TE9 BDRM INDEX ADDITION WITH BEDROOM d BATH ON SECOND N � 20'-1 O 1/2" MAX RAMIREZ - 6OLDEN SUN DE516N - ENERGY CALG5 2218q SAM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: MaxoCadMama.com Lu v J IU IU rz U- v �"xb" POST W/ 0550 Cluj 2Q17 TRB AND ASSOCIATES REVIEWED FOR CODE COMPLIANCE AUG 2 4 2011 TRD AND ASSOCIATES 27'-2" SCOPE OF REMODEL: THE FOLLOWING ITEMS WILL BE PERFORMED ON THIS PROPERTY: 1) CONSTRUCT 2 STORY SHOP/GARAGE MA5TE9 BDRM INDEX ADDITION WITH BEDROOM d BATH ON SECOND FLOOR 20'-1 O 1/2" 2) CONSTRUCT BREEZEWAY CONNECTING 'JI LIVING SPACE 15 EXISTING. -3 ADDITION TO MAIN HOUSE A N TWO CLOSET WALL5 el W 3) DEMOLISH ALL AND CLOSETS BETWEEN REAR BEING ELIMINATED AND m BEDROOMS AND PLACE NEW DOOR TO WALK-IN CLOSET ADDED O MASTER BEDROOM AT END OF HALLWAY. N 4) ADD WALK-IN CLOSET TO NEW MASTER 2 ELECTRICAL PLAN BEDROOM. �VI'11"111 � 1 RVGi1 VRML ✓G�IV IV - 71 RV1..I VRI'IL G 383 RIO LINDO AVENUE •200, CHIGO, GA 95926 (530) 5412-4407 WORK EMAIL ADDRE55: Andy5ummitChi6o.com ^KGN D (24-- X 36-) 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: SJG CONSULTING PHEN JOHNSON 550-570-00-11 15 2 5 CITRUS AVENUE CHICO. CALIFORNIA 95926 sa johnson 10079gmall.com ENERGY GALLS BY: 'C>4, GOLDEN SUN "431 m.DESIG'�S MAX J' t( RAMIREZ �r C. J, F20 w Q� 1 HOZ M EXP. 0613012 lb sT CIVIL �\P gTFOF CAL, 0� 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 S. t , O 1 -A 'xo O to < Q Lu < pC- 0 �5 1L� Ulu i w Q V<� ul " Ja <� N Q.. x H N O N 3 0 to r N H (LW W 04 lJL 4. LIVABLE_: 13 1 7 SgFt (E) 48 SgFt (N) 1 ST FL 44_1 SgFt (N) 2ND FL 1806 5gFt TOTAL (489 Sq•Ft NEW LIVABLE) GARAGE: 456 SgFt (E) 393 SgFt (N) SHOP COVERED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN T WOW SHEET 4 JI O COPYRIGHT 2016 G:\Users\Steve\Documents\Chief X9 Plans\Jlmerfield - Addition t Shop\Jimerfleld - Addition l 5hop.layout STEPHEN A. JOHNSON - DESIGNER OWNER: XXXXX 15 2 5 CITRUS AVENUE (530) XXXXX HOME (530) XXXX CELL CHICO, GA 95926 EMAIL ADDRESS: XXXXXXXX CELL: 530-570-0011 �1 EMAIL ADDRESS: sa)ohn 1007agmail.com O SHEET INDEX 1 FLOOR PLAN PLATE HEIGHTS 2 ELECTRICAL PLAN i N ELECTRICAL NOTES p n WHOLE HOUSE VENTILATION m ELECTRICAL LEGEND i N FOUNDATION PLAN 3 CEILING PLAN ROOF PLAN ROOF VENTILATION GALLS TRUSS LAYOUT SHEET ' 10 4 EXTERIOR ELEVATIONS ' p SECTION A-4 5 PLOT PLAN N A5SE55OR5 MAP LOCATION MAP N - 6 NOTES INCLUDING...... % GAL GREEN NOTES ' W.U.I. NOTES FLOOD ZONE NOTES 5N STRUCTURAL NOTES 501 STRUCTURAL DETAILS `fl SD2 STRUGTURAL"DETAILS in SD3 STRUCTURAL DETAILS O �t ' \ SHADED AREA REPRESENTS EXI5TINC ; gy \ HOME WITH NO CHANGES TO BE MADE .p ,-' �VI'11"111 � 1 RVGi1 VRML ✓G�IV IV - 71 RV1..I VRI'IL G 383 RIO LINDO AVENUE •200, CHIGO, GA 95926 (530) 5412-4407 WORK EMAIL ADDRE55: Andy5ummitChi6o.com ^KGN D (24-- X 36-) 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: SJG CONSULTING PHEN JOHNSON 550-570-00-11 15 2 5 CITRUS AVENUE CHICO. CALIFORNIA 95926 sa johnson 10079gmall.com ENERGY GALLS BY: 'C>4, GOLDEN SUN "431 m.DESIG'�S MAX J' t( RAMIREZ �r C. J, F20 w Q� 1 HOZ M EXP. 0613012 lb sT CIVIL �\P gTFOF CAL, 0� 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 S. t , O 1 -A 'xo O to < Q Lu < pC- 0 �5 1L� Ulu i w Q V<� ul " Ja <� N Q.. x H N O N 3 0 to r N H (LW W 04 lJL 4. LIVABLE_: 13 1 7 SgFt (E) 48 SgFt (N) 1 ST FL 44_1 SgFt (N) 2ND FL 1806 5gFt TOTAL (489 Sq•Ft NEW LIVABLE) GARAGE: 456 SgFt (E) 393 SgFt (N) SHOP COVERED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN T WOW SHEET 4 JI O COPYRIGHT 2016 G:\Users\Steve\Documents\Chief X9 Plans\Jlmerfield - Addition t Shop\Jimerfleld - Addition l 5hop.layout STEPHEN A. JOHNSON - DESIGNER OWNER: XXXXX 15 2 5 CITRUS AVENUE (530) XXXXX HOME (530) XXXX CELL CHICO, GA 95926 EMAIL ADDRESS: XXXXXXXX CELL: 530-570-0011 �1 EMAIL ADDRESS: sa)ohn 1007agmail.com O L M SMOKE/G.O. AL^RMS: \ SEE ELECTRICAL NOTES: SMOKE/C.O. ALARMS. DN - 3. 0 BATHROOMLOCAL VENTILATION RATE SUMMARY - i BATHROOMS i CFM EACH NUMBER OF BATHROOMS - 4 • • 17alm ;__m6T18_.__%2*;.•O ••• ♦�♦O�i •ip♦i♦i♦•♦p♦O♦O�♦i♦DUCT SIZE - 4 INCH MAX. ALLOINA13LE DUCT LEN&TH -'10 FT. •liLia�•♦ilii!• ♦♦♦� ♦ ♦!•ii•'i CALCULATIONS. 000 O0 xlll_k 10 o ° O ° O O 3 DOWN LIGHTS, ARTS d GRAFTS SYMBOL DESCRIPTION g j-� O AV Control `r ELECTRICAL METER, GAS METER, ELECTRICAL DISCONNECT, SUBPANEL, q m DOOR CHIME, DOOR BELL, THERMOSTAT, �j J HOME ALARM d AV CONTROL e so 0 o v GO/SMOKE, SMOKE d GO DETECTORS CLASSIC, VINTAGE CHANDELIER, i CEILING FANS ® ® EXHAUST, EXHAUST W/ HEAT LAMP, LIGHT 0 0 O EXHAUST W/ d HEAT O WALL EXHAUST C5C5Try C5ECsC7 n " r 9 T 2 9 2 GABLE, GAT 5, GATS W/ TV, GAT5E, GAT6, GAT -1, PHONE d TV JACKS ALL AREAS: FIXTURE, 45'(2) TUBE FIXTURE AFC(., WP� GFCJ,� GFI ^ Q m li i" Ti VOLT: AFOI, LON VOLTAGE, DU _1-1 O DUPLEX 5PLITT W ED, D PLEXPLEX, T ( l T�T WEATHERPROOF, GFI, QUADRAPLEX, F. ri/ S SINGLE, DUPLEX W/WITCH, SINGLE W/ 0 ❑� ❑ O (s O 0 SWITCH, TRIPLEX, TRIPLEX SPLIT WIRED (jJt1 220 VOLT, THREE PHASE CD CW DW ^ � CTT H9`j9 M^ R� QIp (�'' `�"j DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS GOOKTOP, HOOD W/ VENT, ❑ MICROWAVE, REFRIGERATOR, SAUNA, 00om STEAM, TOWEL WARMER, TRASH SA S TW TC W GD IHI TIp (p � PI�j (p p COMPACTOR, WHIRLPOOL 4 GARBAGE DISP05AL Yj`( GOOSENECK TRACK, RAIL TRACK, TRACK D 4 A K L ML OC $ $ $ $ $ $ $ 5104ITGHE5: AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW 1 10A. VOLTAGE, MULTI LIGHT, OCCUPANCY RC $ $ DM $ 3$ 3DM$ T$ WP$ SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/ DIMMER, 3 WAY, 3 6) b -MIL POLYETHYLENE VAPOR RETARDER IN/ WAY DIMMER, TIMER d WEATHERPROOF OO Oo a C� VACUUM OUTLET 5.) RECEPTACLES: BELOW ALL 125 -VOLT, 51N6LE PHASE, 15 AND 20 -AMP WALL MOUNTED VACUUM SYSTEM � ® ® MOUNTED: PUCK, CABINETROUNDED JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE BASE COURSE OR SUB -GRADE d 4 TOE KICK LIGHTINGULAR, �0 ),_,( 080 � CEILING MOUNTED, DUAL SPOT, TRIPOD MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 SPOT. W REGE55ED, HEAT LAMP, LOW 0 VOLTAGE d 4' REGE55ED IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR COIN CHANDELIER, ELEGAND PENDANT, FLOOR BACK 50 THA RAINDROP CHANDELIER 0 4 SCROLL CHANDELIER WEIGHS MORE THAN b POUNDS OR EXCEED5 16 INCHES IN ANY DIMENSION BOWL PENDANT CHANDELIER, ROUND PENDANT CHANDELIER, CONTEMPORARY DOOR LANDS ON AP ON BOWL CHANDELIER, MOROCCO PENDANT SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT CHANDELIER, PRAIRIE PENDANT C CHANDELIER d SCROLL BOWL PENDANT I I ( II� CHANDELIER 000 O0 I o ° O ° O O 3 DOWN LIGHTS, ARTS d GRAFTS O CHANDELIER, BOWL CHANDELIER, CANDELABRA CHANDELIER, CONTEMPORARY CHANDELIER, 1) VERIFY ALL DIMENSIONS AND ELEVATIONS CRAFTSMAN CHANDELIER, CRYSTAL o e CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, 0 0 0 o 5E:A51DE CHANDELIER, SHADED CANDELABRA, SUSPENSION, TORCH SCALE: 1/4"- 1'-O" CHANDELIER, TRACK CHANDELIER, TRIPLE CLASSIC, VINTAGE CHANDELIER, i WEIGHTED CHANDELIER, WEIGHTED Im o o O 0 DOUBLE CHANDELIER„ WROUGHT IRON CANDELABRA 4 WROUGHT IRON CHANDELIER, 0 0 O SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF O EMERGENCY EXIT LIGHTING d EXIT SIGNS ELECTRICAL SHALL BE INSTALLED PER THE G.E.G_ SURFACE MOUNTED FLUORE5CENT LIGHTING: 2 1'x4 b"(4) TUBE FIXTURE, 24"(2) TUBE ALL AREAS: FIXTURE, 45'(2) TUBE FIXTURE 1.) REFER TO THE MANDATORY MEASURES FOR RE5IDENTIAL, LIGHTING d q 6'(2) TUBE FIXTURE ( RECESSED FLUORESCENTS: 51MILIAR W/ "R' IN FIXTURE. F. HANGING FLUORESCENT LIGHTING: LONG SHOP LIGHT 4 SHORT SHOP LIGHT 0 ❑� ❑ O (s O 0 OUTDOOR PATH LIGHTING: CYLINDRICAL BOLLARD, SGUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, O PATH LIGHT - WIDE BRIM, SPOT LIGHT, TABLE 150.0 (A) GEC. SEG. 150.0 (K). ALL LIGHTING LOCATED IN NET TULIP - SMALL 4 TULIP LAMP ❑ OUTDOOR STREET LIGHTING: 00om ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, GLOBE LAMP, ORNATE LAMP, SPHERICAL LAMP d STREET LANTERN LOCATIONS". CEO ART. 4 10.1 O (A) TRACK LIGHTING: BASK 24, BASK 48', DUAL RAIL TRACK, 3. LIGHTING CONTROL DEVICES: ALL LIGHTING CONTROL DEVICES d SYSTEMS, GOOSENECK TRACK, RAIL TRACK, TRACK d CHANDELIER d TRACK LIGHTING HEAD 1 10A. WALL MOUNTED LIGHTING: VARIOUS SCONCES, SEMI -FLUSH MOUNTED LIGHTS, DUAL FLOOD, DUAL SPOT, 4.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE 6) b -MIL POLYETHYLENE VAPOR RETARDER IN/ FLOOD 4 MOTION SENSOR FLOOD OO Oo a C� LIGHT BARS: LIGHT BAR HORIZONTAL d LIGHT BAR VERTICAL, X,O '�" WNOP�` 54ALE: 1/4"- 1'-O" FOUNDATION NOTES; I sD2 I aARAC7E -- BEDROOM: 20.) SMOKE_ DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM d ON 1) VERIFY ALL DIMENSIONS AND ELEVATIONS i I to I SCALE: 1/4"- 1'-O" WITH ARCHITECTURAL DRAWINGS. BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO i BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN 2) SEE TYPICAL FOUNDATION DETAILS. SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF R 4` GONC RETE SLAB 5 THE ALARMS. ELECTRICAL SHALL BE INSTALLED PER THE G.E.G_ B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR ALL AREAS: 5) 5LAB SECTION; 1.) REFER TO THE MANDATORY MEASURES FOR RE5IDENTIAL, LIGHTING 2 1 J GLO5ET5 LIGHT5: PER C.E.G- ( (``SLOPE I ' 4) 4" CONCRETE SLAB WITH #3 REBAR AT 15" O.G. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2. LIGHTING: ALL LIGHTING MUST BE HIGH EFFICACY LIGHTS IN ACCORDANCE WITH CEG ART. 2 10.1 1 (C) (3). TABLE 150.0 (A) GEC. SEG. 150.0 (K). ALL LIGHTING LOCATED IN NET 23.) BATHROOM LI6HT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. SECURELY LOCATED AT MID -DEPTH OF SLAB PROVIDE A'MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SWITCH. LOCATED IN DAMP LOCATIONS SHALL BE MARKED "SUITABLE FOR DAMP 24.) LIGHT FIXTURES IN _TUB OR SHOWER ENCLOSURES: TO BE LABELED 'SUITABLE LOCATIONS". CEO ART. 4 10.1 O (A) FOR DAMP LOCATION' PER CEO ART. 4 10.10 (A) 4 (D). 3. LIGHTING CONTROL DEVICES: ALL LIGHTING CONTROL DEVICES d SYSTEMS, 5) 2" SAND (DELETE AT EXTERIOR SLABS) BALLASTS, AND LUMINARIES MUST MEET THE REQUIREMENTS OF CEO SECT. AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO 1 10A. TERMINATE OUTSIDE THE BUILDING. 4.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE 6) b -MIL POLYETHYLENE VAPOR RETARDER IN/ VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMID15TAT BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 2 10.1 2 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) RECEPTACLES: BELOW ALL 125 -VOLT, 51N6LE PHASE, 15 AND 20 -AMP C.) HUMID15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE CEO BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE BASE COURSE OR SUB -GRADE d I NOTE: HOLD GARAGE v� 6.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT 7,1 - - - - DEEP SCORE MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 COMBINATION. MORE THAN b -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE 26.) WHOLE BUILDING VENTILATION: IF ONE OF THE BATHROOM EXHAUST FANS, 15 IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR USED AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY FLOOR BACK 50 THA WITH THE FOLLOWING: 1. ) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT A.) A MINIMUM CFM RATING OF 15 CFM. WEIGHS MORE THAN b POUNDS OR EXCEED5 16 INCHES IN ANY DIMENSION CONCRETE FLOOR SLAB (NOT REQUIRED AT DOOR LANDS ON AP ON C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. PORCH SLABS) 3/4"BELOW FLOOR. I I ( II� FIXTURES IN ROOMS WITH WATER CLOSETS. 28.) SMOKE ALARMS SHALL BE INSTALLED MORE THAN 3' HORIZONTALLY FROM ( 1) 4" FREE DRAINING MATERIAL 8) PROPERLY PREPARED SUBGRADE MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. SHOWER. CRC R3 14.3. GRADE BEAM: I �- 12" WIDE x 12- THICK W/ 1 1.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 GFM FOR CONTINUOUS q) PLUMBING, SPRINKLER AND MECHANICAL VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. 2q.) GARAGE_ RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT (2) #4 TOP 4 BOTTOM. 5WITGH TO HAVE VACANCY SENSOR_ LI6HT5 TO BE HIGH EFFICACY. 15.) ELECTRICAL SERVICE: PROVIDE 200 AMP. ELECTRICAL SERVICE MAIN. SUBCONTRACTORS SHALL COORDINATE ALL VERIFY LOCATION OF MAIN d SUB PANEL. PANEL BOARD(S) SHALL BE 5WITGH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE PROVIDED IN/ A CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. GEG ART. 408.3 (F). EACH CIRCUIT 4 CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED 3 1.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE 51DES OF THE FLOOR AND WALL PENETRATIONS WITH OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RE5IDENCE WILL BE OO SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24. I I I I OVERCURRENT DEVICES OR 5WITGHE5 SHALL BE DESCRIBED ACCORDINGLY. I; FRAMING SUBCONTRACTOR. SERVICE OR SUB PANEL d SHALL TERMINATE INTO A LISTED CABINET, BOX OR LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A OTHER ENCLOSURE FOR THE FUTURE INSTALLATION d USE OF ELECTRIC. VEHICLE PANELBOARD AND AT EACH 5WITGH OR CIRCUIT BREAKER IN A SWITCHBOARD 2 OR 5WITCHGEAR. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONGEALED AREAS N z o I sD2 I aARAC7E BEDROOM: 20.) SMOKE_ DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM d ON III i to I EACH FLOOR OF THE DWELLING. SCALE: 1/4"- 1'-O" 5MOKE/CAR5ON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO i BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN OI SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF R 4` GONC RETE SLAB 5 THE ALARMS. ELECTRICAL SHALL BE INSTALLED PER THE G.E.G_ B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1.) REFER TO THE MANDATORY MEASURES FOR RE5IDENTIAL, LIGHTING 2 1 J GLO5ET5 LIGHT5: PER C.E.G- MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 22.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2. LIGHTING: ALL LIGHTING MUST BE HIGH EFFICACY LIGHTS IN ACCORDANCE WITH CEG ART. 2 10.1 1 (C) (3). TABLE 150.0 (A) GEC. SEG. 150.0 (K). ALL LIGHTING LOCATED IN NET 23.) BATHROOM LI6HT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM. LOCATIONS SHALL BE MARKED'SUITABLE FOR NET LOCATIONS' d ALL LIGHTS PROVIDE A'MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SWITCH. LOCATED IN DAMP LOCATIONS SHALL BE MARKED "SUITABLE FOR DAMP 24.) LIGHT FIXTURES IN _TUB OR SHOWER ENCLOSURES: TO BE LABELED 'SUITABLE LOCATIONS". CEO ART. 4 10.1 O (A) FOR DAMP LOCATION' PER CEO ART. 4 10.10 (A) 4 (D). 3. LIGHTING CONTROL DEVICES: ALL LIGHTING CONTROL DEVICES d SYSTEMS, 25) BATHROOM MECHANICAL EXHAUST FANS: BALLASTS, AND LUMINARIES MUST MEET THE REQUIREMENTS OF CEO SECT. AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO 1 10A. TERMINATE OUTSIDE THE BUILDING. 4.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMID15TAT BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 2 10.1 2 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) RECEPTACLES: BELOW ALL 125 -VOLT, 51N6LE PHASE, 15 AND 20 -AMP C.) HUMID15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE CEO BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. ART. 406.12. BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A 6.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT ROOM WHICH CONTAINS A BATHTUB, 5HOWER OR TUB/SHOWER MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 COMBINATION. MORE THAN b -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE 26.) WHOLE BUILDING VENTILATION: IF ONE OF THE BATHROOM EXHAUST FANS, 15 IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR USED AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). WITH THE FOLLOWING: 1. ) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT A.) A MINIMUM CFM RATING OF 15 CFM. WEIGHS MORE THAN b POUNDS OR EXCEED5 16 INCHES IN ANY DIMENSION B.) BE RATED A MAXIMUM OF 1.0 SONE. SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER CEO C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. FOR CEILING (PADDLE) FANS PER CEO SECTION 3 14.21 (A) d (D). 8.) WHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 21.) TOILET ROOM5: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING WHICH CLOSE WHEN THE FAN IS OFF. FIXTURES IN ROOMS WITH WATER CLOSETS. 28.) SMOKE ALARMS SHALL BE INSTALLED MORE THAN 3' HORIZONTALLY FROM q.) CEILING FANS W/1-16HT: SHALL BE 1-116H -EFFICACY W/ DIMMER SWITCH. THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. SHOWER. CRC R3 14.3. 10.) THERMOSTATS: SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 1 1.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 GFM FOR CONTINUOUS GARAGE: VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. 2q.) GARAGE_ RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT 12.) PROVIDE STUB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) 5WITGH TO HAVE VACANCY SENSOR_ LI6HT5 TO BE HIGH EFFICACY. 15.) ELECTRICAL SERVICE: PROVIDE 200 AMP. ELECTRICAL SERVICE MAIN. 30.) GARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE d VERIFY LOCATION OF MAIN d SUB PANEL. PANEL BOARD(S) SHALL BE 5WITGH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE PROVIDED IN/ A CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. GEG ART. ACCEPTABLE.) 408.3 (F). EACH CIRCUIT 4 CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED 3 1.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE 51DES OF THE AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE. THE IDENTIFICATION SHALL OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RE5IDENCE WILL BE INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24. DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED 32.) EV CAPABILITY: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE OVERCURRENT DEVICES OR 5WITGHE5 SHALL BE DESCRIBED ACCORDINGLY. A DEDICATED 206/240 -VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT 15 SERVICE OR SUB PANEL d SHALL TERMINATE INTO A LISTED CABINET, BOX OR LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A OTHER ENCLOSURE FOR THE FUTURE INSTALLATION d USE OF ELECTRIC. VEHICLE PANELBOARD AND AT EACH 5WITGH OR CIRCUIT BREAKER IN A SWITCHBOARD (EV) CHARGERS. THE RACEWAY SHALL NOT BE LE55 THAN 1" IN51DE DIAMETER 4 OR 5WITCHGEAR. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER THAT SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONGEALED AREAS DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY. AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE KITCHEN, PANTRY d DINING AREAS: CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RACEWAY "EV 14.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-A- CAPABLE". GGBG 4.106.4.2.3, 15.) ISLAND OR PENINSULA: PROVIDE A GFGI COUNTERTOP RECEPTACLE AT THE EXTERIOR: END OF THE COUNTER. CEO ART. 210.52 (C) (243) AND ART. 2 10.8. 55.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI 1 (b.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL PROTECTED. GEG ART. 2 10.8(3). APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 34.) EXTERIOR LIGHTING: ALL OUTDOOR LIGHTING TO BE HIGH EFFICACY AND BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND CONTROLLED BY A MANUAL ON/OFF 5WITGH AND ONE OF THE FOLLOWING: A) FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS CONTROLLED BY A PHOTOCELL 4 MOTION SENSOR, OR B) PHOTO CONTROL, OR PER CEO ART. 210.52 (B). G) ASTRONOMICAL TIME CLOCK, OR D) ENERGY MANAGEMENT CONTROL 11.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE SYSTEM (EM45). INSTALLED AT EACH WALL COUNTER SPACE THAT 15 1 2" OR WIDER. RECEPTACLE 35J CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 SWITCHED o FRONT DOOR - WP/(SFGI PROTECTED. MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 36.) HVAC, COND. UNIT: PROVIDE 220v ELECT. DISCONNECT W/ 30'X30' CLEAR SPACE. CEO ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, WORKSPACE 4 1 1 Ov WP GFGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. ATTIC: LAUNDRY d UTILITY ROOMS: 31.) PROVIDE LIGHTS, 5WITGHE5 AND RECEPTACLE FOR MAINTENANCE OF 18.) LAUNDRY 4 UTILITY ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT MECHANICAL EQUIPMENT LOCATED IN ATTIC. sisoi n LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 2 10.1 1 (C) (2). ALL 125 -VOLT, SINGLE-PHASE, 15 d 20 AMP RECEPTACLES SHALL BE GFGI. CEO ART. 2 10.8 (A). 1 q.) DRYER OUTLET: PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO. N z o I sD2 I aARAC7E Z III i to I i Q i OI III R 4` GONC RETE SLAB 5 4 O \ W/ #3 REBAR AT 24"C/C EACH 5D2 I O O I I I WAY OV�R 4" ROCK BASE. SE GON RETE - INTERIOR I5TURIE CONTROL "j' DEEP SCORE 1 /2" MAXIMUM R15E AT ENTRY I F2 THRESHOLD - TYPICAL AT EXTERIOR DOORS. ( L_ FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-903 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3J RECOMMENDED SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 1 5" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1 643 (DELETE AT EXTERIOR SLA55)-SEE SOILS REPORT IF APPLICABLE. G- 4' FREE DRAINING MATERIAL-5EE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED 51,1156RADE-5EE SOILS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 1 O' -O" O.G. EA. WAY MAX. NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINES PROVIDED BY THE AMERICAN CONCRETE INSTITUTE AND THE CALIFORNIA BUILDING GORE TO MINIMIZE SHRINKAGE CRACKING. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16* O.G. INTERIOR WALLS: 2X4 DF STUD AT 1 b" O.G. 5.) SEE DETAIL 7/SD 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SGHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 8.) PROVIDE P05. ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) 5T22 STRAPS MIN. AND AB CLIPS U.N.O. PER PLAN AND DETAILS. qJ ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 10.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 1 1.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 12.) PROVIDE METAL HANGERS PER q/SD 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 1 3J ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 b GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLF-55 NOTED OTHERWISE. PERMIT # ! ` JLo� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE � �� L 19 BY ✓� MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS 22 18q SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-1242 CELL EMAIL ADDRE55: MaxoGadMama.com It =vmm11 71 mvL11 YICAL YC=ICV n - 71 mvV 1 vm^L_ GI 383 RIO LINDO AVENUE #200, CHICO, GA 95126 (530) 5412-4401 WORK EMAIL ADDRE55: Andyo5ummitGhico.com I N REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 TRB AND ASSOCIATES ctj ol / % -7 G:\Users\Steve\Documents\chief Xq Plans\Jimerfleld - Addition 4 Shop\Jimerfleld - Addition 4 5hop.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRESS: XXXXXXXX ARCH D (24" X 5b'7 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: 5J4 CONSULTING EN JOHN50N 530-510-00-11 1525 CITRUS AVENUE CHICO. CALIFORNIA q 5 q 26 saJohnson 1 OOlogmall.com ENERGY GALLS BY: © GOLDEN SUN ® � DESIGNS ®C� 1� ®� MAX Y q ` RAMIREZ c. ivy Fti� Q� 618Lu X02 *\ vvv I- /* sTgT��MAIO 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 go L Qj O 7 � v O <° A to r Q L O < < 10 w O� =z O LLI �w �L A z v < oc t J< NJ IL OL H N In Lu 0I v Z iz d J Naz < to z ; ILZ}JIL W -I-1a-1Z <<=)< V V O V PPJPQ 0 V O V W W W O LIN/ABLX: 15 1 1 SgFt (E) 48 5gFt (N) 15T FL _44.1 SgFt (N) 2ND FL 1 806 SgFt TOTAL (484 5q.Ft NEW LIVABLE) &AF,AGf-: 456 SgFt (E) 5 q 3 SgFt (N) SHOP COVERF-D PORCH: 46 5gFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN TODD SHEET o COPYRIGHT 201 b STEPHEN A. JOHNSON - DESIGNER 1525 CITRUS AVENUE CHICO. CA 451126 CELL1 550-510-00-11 EMAIL ADDRE55: saJohnson 1 001ogmalLGom i i i i i G:\Users\Steve\Documents\chief Xq Plans\Jimerfleld - Addition 4 Shop\Jimerfleld - Addition 4 5hop.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRESS: XXXXXXXX ARCH D (24" X 5b'7 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: 5J4 CONSULTING EN JOHN50N 530-510-00-11 1525 CITRUS AVENUE CHICO. CALIFORNIA q 5 q 26 saJohnson 1 OOlogmall.com ENERGY GALLS BY: © GOLDEN SUN ® � DESIGNS ®C� 1� ®� MAX Y q ` RAMIREZ c. ivy Fti� Q� 618Lu X02 *\ vvv I- /* sTgT��MAIO 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 go L Qj O 7 � v O <° A to r Q L O < < 10 w O� =z O LLI �w �L A z v < oc t J< NJ IL OL H N In Lu 0I v Z iz d J Naz < to z ; ILZ}JIL W -I-1a-1Z <<=)< V V O V PPJPQ 0 V O V W W W O LIN/ABLX: 15 1 1 SgFt (E) 48 5gFt (N) 15T FL _44.1 SgFt (N) 2ND FL 1 806 SgFt TOTAL (484 5q.Ft NEW LIVABLE) &AF,AGf-: 456 SgFt (E) 5 q 3 SgFt (N) SHOP COVERF-D PORCH: 46 5gFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN TODD SHEET o COPYRIGHT 201 b STEPHEN A. JOHNSON - DESIGNER 1525 CITRUS AVENUE CHICO. CA 451126 CELL1 550-510-00-11 EMAIL ADDRE55: saJohnson 1 001ogmalLGom L w • A01 5ECONpfLOOR_PLAN STRUCTURAL NOTF-$: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-503 FOR ADDITIONAL INFORMATION. 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 20 P5F (INCLUDIN(S FRAMING). CONTACT SUMMIT STRUCTURAL DE51GN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 20 P5F. 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24(24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH WENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND W HERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 b" O.G. INTERIOR WALL5: 2X4 DF STUD AT 1 b" O.G. 5.) SEE DETAIL '1/SD 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. b.) PLUMBING, 5PRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) TYPICAL FLOOR JOISTS SHALL BE 1 1 1/5"80160 2.0 AT 1 b" O.G. WITH 1 1 /4" L5L RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST, AND JOIST SPAN EXCEEDS W -O" UNO. q.) PROVIDE DOUBLE J015T UNDER ALL BATH TUBS WHERE JOIST SPAN EXCEEDS T -O". 1 O.) TYPICAL HEADER BELOW (SUPPORTING SECOND STORY) 15 bX 10 DF -L #2 UNO. 1 1.) PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24" O.G. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 12.) SUPPORT ALL'TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 15.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND P05T TO POST GONN'5 WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS U.N.O. PER PLAN AND DETAILS. 14.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 15.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES 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'5 WRITTEN GUIDELINES. ii.) PROVIDE METAL HANGERS PER 9/SD 1 A5 REQUIRED, UNLESS NOTED OTHERWISE. 18J ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2016 GBG FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWI5E. 2 V-0" 16'-11' L 4'-5• 6 4 -3• L 4"-3• TO SUPPORT WALL ABOVE 1 -s• 1 o' --r" A01 SYSTEMS PLUS LUMBER CO. _-- _--ARciii-mclTxAL TRUSSESNNv FRANlING- Jimerfield 0617036 Chico 2 X 4 DF #2 e 24"O.C. pomsPou- 11111111111100! 111111111!�:ZNKMV- 131mr MIN ME- 77ifflm I COMPRESSOR UNIT 441 SOFT OF ATTIC _ 150 DIVIDED BY 150 2A4SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE _VENTS 2.00 SOFT - (16)LIN FT OR -4 RIDGE VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EO. 2.00 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS - NOT /N A {'YW 1.112 SOFT - (4)3 1 /2'x22 1/2* EAVE VENTS (40 SO IN EACH) - 0.218 SOFT 1.112 SOFT OF LOWER NFVA 5.112 TOTAL SOFT OF VENTS (NFVA) SCALE: 1/4"- '1'-O" 1) ROOF COVIERING SHALL BE COMP051TIC 2) ROOF PITOW SHALL BE 4:12, TYPICAL. 5) ROOF OVERHANG SHALL BE 24" AT OVE AT GABLE FENDS, UNLESS OTHERWISE NO' PERMITT # ` \\) f:2�- BUTTE OOUNTY 0EVLOPMtNT fErM CODS COMPLIANCE PATE � 1 �-`fi / ' I BY. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CAL05 22189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 rHONt: (77V/ 711--114.1 (i!I EMAIL ADDRESS: MaxeGadMama.c0m 7lIMM11 71 AVC.. I VRf'=L LG71(J IY - 71 RUt� 1 VRNRL GI 383 RIO LINDO AVENUE #200, CHIGO, GA 95926 mane c Dov REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 TRD AND ASSOCIATES G:\Users\Steve\Documents\chief X9 Plans\Jlmerfleld - Addition < 5hop\Jlmerfleld - Addltlon < 5hoplayout OWNER: XXXXX L O r � O O w < �- LL Z N Q to < <11) tu �r V � 17- LU zLU vw �zv A <V lu Ja <�rL Q"-" In F-- N O �N1j) 3:��N .Z QJJJ Q_. Z LL N Fu rj to LI\/ABLF-: 15 11 SgFt (E) 48 5gFt (N) 1 ST FL --44-1- SgFt (N) 2ND FL 1806 SgFt TOTAL (489 5gFt NEW LIVABLE) GArRA 61Z: 456 SgFt (E) 393 SgFt (N) SHOP C01/ERED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN ts(oa SHEET vs O COPYRIGHT 2016 STEPHEN A. JOHNSON - 1525 CITRUS AVENUE EMAIL ADDRE55: And e5ummltGhico.com EMAILADDRESS: X X'XJX�XvX�X CELL= 550-510-0011 EMAIL ADDRE55: sajohnson 1001egmaii.com ROOF PLAN _STR_UCTURA_L NOTE5: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 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 WENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 1" DIA X 2 1/2') AT b' 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: bX 10 DF -L #2 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. ba USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT ENTRY LOW ROOF PORTIONS, MAXIMUM SPAN - W -O". -(.) ROOF FRAMING NOTE: GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT To THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2505.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: '05T A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2: W -b" 2. 2X8 DF -L#2: 12'-0" 3. 2X 10 OF -L#2: 1 b' -b" POCKET BEAM 8.) PROVIDE P05. ATTACHMENT OF ALL P05T TO BEAM, INTO WALL. BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T GONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS, CONFIRM SOLID U.N.O. PER PLAN AND DETAILS. BEARING TO FOUNDATION q.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND BELOW FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 10.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. 1 1.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 12.) ROOF TRU55 LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 15.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 14.) PROVIDE METAL HANGERS PER q/501 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. G:\Users\Steve\Documents\chief X9 Plans\Jlmerfleld - Addition < 5hop\Jlmerfleld - Addltlon < 5hoplayout OWNER: XXXXX L O r � O O w < �- LL Z N Q to < <11) tu �r V � 17- LU zLU vw �zv A <V lu Ja <�rL Q"-" In F-- N O �N1j) 3:��N .Z QJJJ Q_. Z LL N Fu rj to LI\/ABLF-: 15 11 SgFt (E) 48 5gFt (N) 1 ST FL --44-1- SgFt (N) 2ND FL 1806 SgFt TOTAL (489 5gFt NEW LIVABLE) GArRA 61Z: 456 SgFt (E) 393 SgFt (N) SHOP C01/ERED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN ts(oa SHEET vs O COPYRIGHT 2016 STEPHEN A. JOHNSON - 1525 CITRUS AVENUE EMAIL ADDRE55: And e5ummltGhico.com EMAILADDRESS: X X'XJX�XvX�X CELL= 550-510-0011 EMAIL ADDRE55: sajohnson 1001egmaii.com 8' ABOVE FLOOR LEVEL A q' PLATE HEIGHT HORIZONTAL_51DING: --- 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 TANKLE55 MR REQUIRED. 1 A /2 -LITE L2868° 1- COMPRESSOR UNIT s:- I L� I->-� --BJ.. _S_ LI 1 T -. L - T-'-:" �- 1 T-- 7 _ i_. III`, - a L —� - - -- - -- Ea 50201-5 ----- -- -- - --- 311-1.:- 11 ..r- -1 i '1 I' ` - -----'--'--- -•.=:i I r ' �-_ Ii 1 i_- T1�._:!i ` .:- L`'I i' li I ii i — 0\/ERHEAP GARAGE POOR: --- _SEENOTES:6ARAGE. L16HT ®®®®®®®® o _- 10065- 00II6II II 8 500"" MEM11H ®®®®®® ®® --- j:LF-FTl-.5lPF-',.MLF.'VATI0N SCALE: 1/4'- 1'-O' COMPOSITION ROOFING: OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH 8d'S AT 6", 1 2" G/C. PITCH 4 / 12 8' ABOVE FLOOR LEVEL GUTTER: 2'X3" -- - - — -- DOWN5POUT5. CONFIRM. _ -- 40BOLS -- — 405OL5 HORIZONTAL. SIDING: A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH A5TM — — D-226 FOR TYPE 1 FELT OR OTHER - APPROVED MATERIAL5 BEHIND ALL - - - — -- q' PLATE HEIGHT asPour — TYPES OF EXTERIOR WALL FINISHES IS --- _ REQUIRED. 30301-5 303 I __-- OL5 - 30301-5 � - -- TANKLE55 M.N. ELECTRICAL DISCONNECT ' — -- -- 4:�l__ -----COMPRESSOR UNIT _. -- -- ---- _-- LANDINC75: i SEE NOTES: LANDIN65. REAR LFVATION SCALE: 1/4'- 1'-O" FINISHED GRADE TRUSSES 0 24" C/G PF -51(5N d GALG5 BY OTHERS W INDOYV5: HOLD TOP OF ALL WINDOWS AT THE SAME HEIGHT AS DOORS - TYPICAL UNLESS OTHERWISE NOTED. HORIZONTAL 51PING: A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. EXTERIOR FINISH PER PLAN SHEAR PER PLAN FINISH GRADE- SLOPE AWAY FROM FOUNDATION 2'x STUDS AT 16' i INTERIOR FMI5H _. . .._�__ 1 i_�,_���_,. rel -i-:, ' i_ -.x �L.I _L_�.1 -I. :___ l 7_I__-4 ; ,'• ..i COMPOSITION ROOFING: ', ..-�.:.. I I ,..:-� �.:. 1-1 I_. ._-1-.4 S L._ 1 a,. a., �..L_ 1_7 ��_.. OVER 15# FELT OVER 1/2" COX PLYWOOD OR 056 WITHl= Bd'S AT 6", 12" T PITCH 4 / 12 t --rte-_- .-`- COMPOSITION ROOFING OVER 15* FELT OVER 1/2" GDX PLYWOOD OR OSB WITH Sd'S AT b", 12' G/C. PITCH 4 / 12 4" CONCRETE SLAB JL FOUNDATION DETAIL5:' SEE STRUCTURAL PAGES FOR DETAILS UNDISTUR6ED SOIL rA SECTIONA-4 4 SCALE: 1/4"- 1'-O" RIGHT 51t���`�L�Y�TIO1�' SCALE: 1/4'- 1'-O' COMPOSITION ROOFING: OVER 15# FELT OVER 1/2' GDX PLYWOOD OR OSB WITH 8d'S AT 6', 12" CIC. PITCH 4 / 12 GUTTER: CONNECT TO 2'1 DOWNSPOUTS. CONFIRM. EXTERIOR 1-161-IT5: SEE ELECTRICAL NOTES: EXTERIOR LIGHTS. 10 8' PLATE HEIGHT GUTTER; CONNECT TO 2'X3" DOWNSPOUTS. CONFIRM. `550R UNIT FINISHED GRADE / - -- HORIZONTAL SIDING: - -- — A MINIMUM OF ONE LAYER OF NO. 15 ------ ___ -_ ASPHALT FELT, COMPLYING WITH A5TM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL _ TYPES OF EXTERIOR WALL FINISHES 15 _ REQUIRED. II2030FX -_- ---- - ISI r- `L 1-1 1 .J 11...7 _l— 1-1_1 T _ 1 - 1.-r I fir. DOWNSP -7 502OL5 _ _-_ - -- - — - 60551-5 __- 1 2050FX __2050FX _.--_2050FX—___20505G __ _ lL PROFIT F-LEVATION SCALE: 1/4"- 1'-O" q' PLATE HEIGHT STAIRS; 1) THE MINIMUM TREAD DEPTH EQUALS 10 INCHES. 2)THE MAXIMUM RISER HEIGHT EQUALS 7 3/4 INCHES. 3) A MINIMUM 10 -INCH WINDER TREAD DEPTH 15 MEASURED AT THE /:-INCH WALK LINE. 4) A NOSING NOT LE55 THAN 0.15 INCH BUT NOT MORE THAN 1.25 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE TREAD DEPTH IS LE55 THAN 1 1 INCHES. 5) A FLOOR OR LANDIN6 I5 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS; INCLUDING STAIRS IN AN ENCLOSED 6ARA6E, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. b) SPACES UNDER STAIRWAYS ARE PERMITTED TO BE PROTECTED ON THE ENCLOSED SIDE WITH A 1/2 INCH GYPSUM BOARD. FINISHED GRADE MAX RAMIREZ - 6OLDEN SUN DE516N - ENERGY GALCS 2218q 5AM50H AVENUE, CORNING, CALIFORNIA 86021 PHONE: (530) 321--1242 CELL EMAIL ADDRE55: MaXaGadMama.com =VI"Nnl1 � 1 mvC 1 VM^" 1vr-=I 1'1 - .71 RV(s I VM^I- GI 383 RIO LINDO AVENUE #200, CHIGO, GA g5g2b (530) 5112-4407 WORK EMAIL ADDRE55: Andy95ummltGhico.com -LI PERMIT # W 77 \ "5ZA ourr. COUNTY Dr-NEMPMENT SERVICES FrIVIEWED FOR 000�.- CO'MPUANOE REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 TRB AND ASSOCIATES G:\Users\Steve\Documents\chief X9 Plans\Jlmerfleld - Addition < Shop\Jimerfleld - Addition t Shop.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRE55: XXXXXXXX BEEN MADE IN THE PREPARATION OF THI5 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: 5J0 OONSULTING EN JOHN50N 530-5-10-00-11 1 525 CITRUS AVENUE CHICO, CALIFORNIA 95926 saJohnson 100-1ogmail.rom ENERGY GALG5 BY: © GOLDEN SUN �%© V155161,154�p®d. RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON TH15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH NIOu L O r � O 1 O � < u- 2(l Q LuO� A LL" < <� 0 = Z O � Q� LULu w Q u<� luJ a M < JS) OL Ul < N z H } W J d' WI V< Oz FO W F- I- v Xw W to LI�/A B5L-E: 15 11 SgFt (E) 48 SgFt (N) 15T FL 44 1 5gFt (N) 2ND FL 1806 SgFt TOTAL (48q 5gFt NEW LIVABLE) GARA&E: 456 SgFt (E) 3 q 3 SgFt (N) SHOP GO \/- f -RF -D POROH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN ts(oa SHEET 14 O COPYRIGHT 2016 STEPHEN A. JOHNSON - DESIGNER 1 525 CITRUS AVENUE CHICO,CA 85426 CELL.- 550-5'70-00'71 EMAIL ADDRE55: saJohnson 100-1ogmallcom 5TABLE LANE / / \ IN, / 72'-9_29" — — — — TSMZ. PORTA–POTTY LOCATION PROPANE TANK -(E): GONG/PAINT 1 O' MI . FROM BLDG. WA�HOUT ELECTRICAL SERVICE (E): I C 00rO VERHEAD ELECTRICAL AMP SERVICE TO BE NCREASEDE EXISTIN& 111 STING I TOA 201AMP SERVICE. WELL LOCATION I I 1 50' SEPTIC FREE 4REA1 I100' LEACH FREE REJ 1 WATER CONNECTION: I I I CONNECT TO (N) WELL \ f NEN eLGGTMLAI •-• ; •.� / I sue rune � N w' I ® I GRADING: THE LOT SHALL BE GRADED TO DRAIN \ I � SURFACE AWAY FROM (N) FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF b INCHES WITHIN THE FIRST \ 10 FEET. CRC R40 1.3 \ I I I I I PROPANE TANK: 1 O' MIN. FROM BLDG. SEPTIC d LEACH FIELD_(E): AS PER BUTTE COUNTY HEALTH I I I I DEPARTMENT REQUIREMENTS. EROSION -CONTROL -FLAN: ( I r I 1 J NO SOIL DISTURBANCE SHALL Or -CUP, PRIOR TO OBTAINING A BUILDING PERMIT OR 6RADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL- 5J ONTROL3J EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH t APR. 15TH, OR WHEN RAIN 15 FORGASTED. I ll 4.) 501L5 TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF I I I I I ( III I EACH WORK DAY. 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE I I I I I I ;I 777777 COVERED PRIOR TO A FORGASTED RAIN EVENT. 6.) THE ER05ION CONTROL PLAN SHALL BE RE-EVALUATED t ADJUSTED ACCORDINGLY AS THE SITE CHANGES < AFTER RAIN EVENTS. 7J EROSION CONTROL MEASURES SHALL BE MAINTAINED. SJ PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. d TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW t I SUBJECT TO FINE I I I I I I NORTH GALGREEN_NOT I=; I I I I I x DURING CONSTRUCTION, ONE OR MORE OF THE FOLMEASURES SHALL BE { IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT I I I I I LOWING n ER0510H t RETAIN 501L RUNOFF ON THE SITE: I I SCALE: 1 " 20'-O" A.) RETENTION BASINS OF SUFFICIENT 51ZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, SITE ADDRE55: COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE I I 4295 STABLE LANE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD I I I CHICO, GA 959 73 APPROVED BY THE ENFORGI1,16 AGENCY. AP# GJ COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT 04'7 -2q0 -0&b: ORDINANCE. METHOD5 TO MANAGE SURFACE riATERUNCLUDE: SWALES, WATER COLLECTION AND I I 20,473 SOFT DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION 6ARDEN5 t OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN — — — — — — — — — — — — — — -I OWNER: GROUNDWATER RECHARGE. JOSHUA d KELLY JIMERFIELD J (E)RESIDENCE: 1317 SOFT TO REMAIN UNCHANGED PROP05ED ADDITION TO EX15TINO RE5IDENCE PERMIT #__ ourrE REVIEWED FOR sEavlcEs CODE COMPLIANCE DATE (bf 7A(rl BY---�` MAX RAMIREZ - 6OLDEN 5UN DE51GN - ENERGY CALC5 22189 5AM50N AVENUE, CORNING, CALIFORNIA 1116021 PHONE: (5 50) 321-7242 CELL EMAIL ADDRE55: MaxeCadMama.com VICINITY MAP PTN. SEC. 32, T.23N. RAE. M.D.B.&M. 47-29 PTN. PARCEL 3, PRIESING LANDS 1'=200' 26 SUBJECT LOT PRIESING LANDS 7 M.O.R. 23, 5-24-1911 7Umml I 71 mvU i UM^&- ✓G�IC71V — 71 muU I wm^" GI 363 RIO LINDO AVENUE %200, CHICO, GA 95826 (5 50) 582-4407 WORK EMAIL ADDRESS: AndyeSummitGhico.com 30 Butte County Assessor's Map Book 47, Page 29 NOTE pm y n me for � t rpoae.+, and not canetltuts Amcwx CREATED Br OB CREATED ON 3-10-2000 REVISED Br DB REVISED ON 3-10-2000 U1TCTW 00-01 ROLL Cam lee By The Butfs GDM61 r'a OMae REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 A55 F.GGO RG M A P TRS AND ASSOCIATES G:\Users\Steve\Documents\Chlef X9 Plans\Jimerfleld - Addition a Shop\Jimerfleld - Addition t 5hop.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRE55: XXXXXXXX ^KC:N P (24- X 5b'") 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. 5JC CON5ULTING JOHNSON 530-570-0071 1525 CITRUS AVENUE CHICO, CALIFORNIA 9 5 9 2 6 saJohnson 1007ogmail.com ENERGY GALLS BY: �Q� GOLDEN SUN ®�� DESiGVS Q MAX 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 L 01 tn ° r � O U- 6 ��� O LU < U- �— L_ z cv A LUo� Q, LL o < <� � mom O ° =z ° w �w zv LU x J < '`� OL J N VIL 11-- �d)1j) O �tntu lsi � N � L Q fL <10z O z �O °moo L<_1 LI\/ABLE: 15 11 SgFt (E) 48 SgFt (N) 1 ST FL 441 SgFt (N) 21,110 FL 1806 SgFt TOTAL (489 SgFt NEW LIVABLE) GARAGE: 456 5gFt (E) 393 SgFt (N) SHOP COVEKED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN TODD SHEET O COPYRIGHT 201 6 STEPHEN A. JOHNSON - DESIGNER 1 525 CITRUS AVENUE CHICO,CA 95926 CELL: 550-570-00-71 EMAIL AD DRE55: saJohnson 1 007egmall.com PROPERTY_ OWNER: 131-1 SOFT RESIDENCE J05HUA i kELLY JIMERFIELD 456 SOFT GARAGE 4295 STABLE LANE, CHICO, CA 46 SOFT PORCH PHONE (530) 205-6289 _ _ _ CONTRACTOR: 441 SOFT ADDITION 2ND FLOOR OWNER 320 SOFT ADDED GARAGE/SHOP 15T FLOOR 46 SOFT ADDED BATHROOM 15T FLOOR 51TE ADDRESS: 2171 SOFT ADDED BREEZEWAY SAME 28q'1 SOFTTOTAL CONSTRUCTION PERIOD: APPROX START: 01/011/20111 204'75 SOFT LOT APPROX END: 10/15/20117 14.2% LOT COVERAGE PERMIT #__ ourrE REVIEWED FOR sEavlcEs CODE COMPLIANCE DATE (bf 7A(rl BY---�` MAX RAMIREZ - 6OLDEN 5UN DE51GN - ENERGY CALC5 22189 5AM50N AVENUE, CORNING, CALIFORNIA 1116021 PHONE: (5 50) 321-7242 CELL EMAIL ADDRE55: MaxeCadMama.com VICINITY MAP PTN. SEC. 32, T.23N. RAE. M.D.B.&M. 47-29 PTN. PARCEL 3, PRIESING LANDS 1'=200' 26 SUBJECT LOT PRIESING LANDS 7 M.O.R. 23, 5-24-1911 7Umml I 71 mvU i UM^&- ✓G�IC71V — 71 muU I wm^" GI 363 RIO LINDO AVENUE %200, CHICO, GA 95826 (5 50) 582-4407 WORK EMAIL ADDRESS: AndyeSummitGhico.com 30 Butte County Assessor's Map Book 47, Page 29 NOTE pm y n me for � t rpoae.+, and not canetltuts Amcwx CREATED Br OB CREATED ON 3-10-2000 REVISED Br DB REVISED ON 3-10-2000 U1TCTW 00-01 ROLL Cam lee By The Butfs GDM61 r'a OMae REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 A55 F.GGO RG M A P TRS AND ASSOCIATES G:\Users\Steve\Documents\Chlef X9 Plans\Jimerfleld - Addition a Shop\Jimerfleld - Addition t 5hop.layout OWNER: XXXXX (530) XXXXX HOME (530) XXXX CELL EMAIL ADDRE55: XXXXXXXX ^KC:N P (24- X 5b'") 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. 5JC CON5ULTING JOHNSON 530-570-0071 1525 CITRUS AVENUE CHICO, CALIFORNIA 9 5 9 2 6 saJohnson 1007ogmail.com ENERGY GALLS BY: �Q� GOLDEN SUN ®�� DESiGVS Q MAX 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 L 01 tn ° r � O U- 6 ��� O LU < U- �— L_ z cv A LUo� Q, LL o < <� � mom O ° =z ° w �w zv LU x J < '`� OL J N VIL 11-- �d)1j) O �tntu lsi � N � L Q fL <10z O z �O °moo L<_1 LI\/ABLE: 15 11 SgFt (E) 48 SgFt (N) 1 ST FL 441 SgFt (N) 21,110 FL 1806 SgFt TOTAL (489 SgFt NEW LIVABLE) GARAGE: 456 5gFt (E) 393 SgFt (N) SHOP COVEKED PORCH: 46 SgFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN TODD SHEET O COPYRIGHT 201 6 STEPHEN A. JOHNSON - DESIGNER 1 525 CITRUS AVENUE CHICO,CA 95926 CELL: 550-570-00-71 EMAIL AD DRE55: saJohnson 1 007egmall.com AT -T[(:;:. ATTIr, AaC,ES5: ATTIC, AREAS HAVING A CLEAR HE16HT OVER 30"SHALL BE PROVIDED INITH A 2 2*X5O'MINIMVM SIZE OPENING. CRC, R501- 1 4 r -Mr- qO4.1 0. THE ACCESS SIZE SHALL BE AT LEAST AS LARGE AS THE LAR&EST ATTIC APPLIANCE. THE ACCESS SHALL BE LOCATED IN A HALLINAY OR OTHER READILY ACICE5919LE LOCATION. FA5SAr,FY4AY: A 24" mve SOLID PASSA6EIlAY FROM THE ACCESS ENTRANCE TO THE APPLIANCE. LENGTH: INHERE THE PA55A&EINAY 19 LE55 THAN VIN HEIGHT, THE DISTANCE TO THE APPLIANCE SHALL NOT EXCEED 20'IN LENGTH. CFO 505.4. 1. V4ORK5FAr,IF: A 30"X50* YiORKIN& PLATFORM TO BE 5UFFLIEV AT THE SERVICE SIDE OF THE APPLIANCE. C -Pr- 505.4 ATTIC�_YENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF l"OF AIRSPACE 19 REQUIRED BETINEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LE55 THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED, Y41TH 50% OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. CRO R.506. 1 4 R506.2. ATTIC, 1-1614TIN& 49 CONVENIENCE OUTLET: SEE"F_1_F_C,TPlC,Al__NOTE5', ATTIC. 13ATHROOM-: C.FILINC5 HEIGHTS: SEE CEILIN& HEIGHTS. PRAIN15: A 4* VRAIN 15 REQUIRED FOR BUILVINC79 FROVIVIN& MORE THAN 5 TOILETS. CPC, TABLE '7 -5 FOOTNOTE 4. r=XHAU5T_FAN5: IN5TALLEV INITH A MINIMUM 50 C,FM FOP, INTERMITTENT VENTILATION OR 20 C,FM FOR CONTINUOUS VENTILATION. FAN SHALL BE ENEROY STAR COMPLIANT 4 PROVIDED Y41TH HUMIDITY CONTROL 4 SHALL 13E EQUIPPED Y41TH BACK-PRAFT DAMPERS. CIVIC 504.1 SEE ELFCTRIOM-NOTE5, EXHAUST FANS. EXHAUST PUCT5: TERMINATE OUTSIDE OF THE BUILDING A/ BACK -DRAFT DAMPERS. FAUCETS: FLO)4 RESTRICTED TO 1.2 GPM o 60 FBI. C6135C, 4.305.1.4.2. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A &FC,I BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. LAVATORIM PROVIDE MIRROR AT LAVATORIES. 5HOV4FR!�OMFARTMFNT5: )NATERPROOF SURFACE TO +"I 2'. PROVIDE SAFETY GLASS ENCLOSURE, CURTAIN ROD OR V4ALK-THRU ENTRANCE TO SHOINER. MINIMUM FINISHED INTERIOR AREA OF 1024 SO. INCHES 4 CAPABLE OF ENCOMPA55IN6 A SO'CIRCLE. 5HOJNF-R.VALVE NOTE: SHOINERS AND TUB-SHOYNIER COMBINATIONS SHALL BE PROVIDED V41TH INDIVIDUAL CONTROL VALVES OF THE PRE95URE BALANC,15, THERMOSTATIC, OR COMBINATION rRE5sumE BALANCE/THERM05TATIC, MIXING VALVE TYPE.CPr-406.5 5IN6LF_ SHO)NER HEAD FLOIN RE5TRr_TEP TO 2.0 GPM 0 50 Psi. C,6BSC, 4.505. 1.3.1 MULTIFL.IF-SHOINER HEAPS: V4HEN A SHOINER 15 SERVED BY MORE THAN 1 5HOYiER HEAP, THE COMBINED FLOA KATE OF ALL SHOINER HEAPS SHALL NOT EXCEED 2.0 GPM 0 80 PSI, OR THE SHOINER SHALL BE DESIGNED TO ALLOri ONLY 1 5HOP4ER OUTLET TO BE OPERATED AT A TIME. SHOINER HEAD POSITIONED 90 IT DOES NOT V15CHAROE AT THE ENTRANCE OF THE 5HOINER. C,PC, 405.q. TOILETS: 1.25 GALLONS PER FLUSH MAXIMUM. DUAL FLUSH TOILETS DETERMINED BY AVERAGIN6 2 REPUCEP FLUSHES 4 1 FULL FLUSH. 66195C, 4.50a. 1. 1. MAINTAIN 15"CLEARANCE FROM OIL OF TOILET TO 51DE)NALL OR OBSTRUCTION. PROVIDE 24"MIN.CLEARANCE IN FRONT. C,Pr_402.54C,RC,R5O'7.1. TOILET PAPER HOLDER; PROVIDE BACKING 0 2 6* A50VE FLOOR. TOINEL BARS: PROVIDE BACKING FOR TOAEL SAPS 0 44* ABOVE FLOOR. URINALS� FLOY4 RESTRr-TED TO 0.5 GALLONS PER FLUSH. COBSC, 4.505.1.2 INHOLF 13VILPIN(5 VENTILATION- SEE NOTEV. riHOLE BUILDING VENTILATION FOP, ADDITIONAL INFORMATION. INIMPOI15: PROVIDE SAFETY GLASS IF BOTTOM OF OLAZINCS 15 LESS THAN 60"ABOVE A 5HOV4ER OR TUB SURFACE 4 DRAIN INLET. C,RC, 505.4.5. F_Xr,EFTION: GLAZING THAT 15 MORE THAN 60-, MEASURED HORIZONTALLY, FROM ViATER'S EP6F. SEE -NOTES', GLAZING FOP, ADDITIONAL GLAZIN6 INFORMATION. BEDROOMS: FI -009 COVERIN6: SEE -NOTES-, FLOOR COVERIN& FOR ADDITIONAL INFORMATION. 5MOKE/C,.O. ALARM5: SEE -NOTEV, SMOKE/C.O. ALARMS FOP, ADDITIONAL INFORMATION. SLEEPING ROOMSSHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING, SUCH AS AN EXTERIOR OPERABLE ININVOIN, POOR OR 51MILAR PEVIr-E. r_mcl P15 1 0.1 rills[POMS: PROVIDE 1 POOR OR BEPROOM ININVOiNINITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: (SPADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. CPO R3 I 0. 1. 5Il_L_HEIr_5HT: MAX. 44"ABOVE FLOOR MftOIFENING HEIGHT: 24". MIN. OPENING INIPTH: 20" r4INVOIN5 MORE THAN 1 2"ABOVE THE FINISHED 6RAVE 4 HAVING OPENINGS LOCATED 11ITHIN 24" OF THE FINISHED FLOOR TO BE PROVIDED INITH VNIINV011 FALL PREVENTION DEVICES OR OPENING CONTROL DEVICES THAT COMPLY )NITH ASTM F 20qo. CRC, R5 12.2. 1. 0EILINO-HEI&I-ITS: � HABITABLE SPACE: HABITABLE SPACE. HALLINAY5 4 PORTIONS OF BASEMENTS CONTAININ& THESE SPACES SHALL HAVE A CEILIN& HEIGHT OF NOT LESS THAN 7'. BATHROOMS, TOILET ROOMS 4 LAUNDRY ROOMS SHALL HAVE A CEILING HE145HT OF NOT LESS THAN 6-5'. EXCEPTIONS: 1 J FOR ROOMS V41TH SLOPED CEILIN&S, THE RFQUfREP FLOOR AREA OF THE ROOM SHALL HAVE A CEILIN& HEIGHT OF NOT LESS THAN 5'4 NOT LE59 THAN 50% OF THE REQUIRED FLOOR AREA SHALL HAVE A C,EILINC7 HEIGHT OF NOT LESS THAN "I. 2J A 5HOINER OP. TUB INITH A SHOYSIERHEAP SHALL HAVE A C,EILIN(5 HEIGHT OF NOT LESS THAN &'-8* ABOVE AN AREA OF NOT LESS THAN 50" BY 50'AT THE SHOMERHEAP. 5J BEAMS, 6IRVERS, DUCTS OR OTHER 055TRUCTIONS IN BASEMENTS CONTAINING HABITA13LE SPACE SHALL BE PERMITTED TO PROJECT TO INITHIN 6'-4'OF THE FIN15HEP FLOOR. CONSTRUC,TIO - N r4ASTE MANA(SEMENT- 1. CON5TRUCTION r4A5TE_ MANA&EMENT: RECYCLE AND/OR SALVAGE A MINIMUM OF 65% OF THE NON-HAZARPOUS CONSTRUCTION 4 DEMOLITION )NASTE. C,613c 4.405. 1. 2. C,ON5TRUCTION MASTE MANAGEMENT PLAN: SUBMIT A CONSTRUCTION )NA5TE MANAGEMENT PLAN. THE CONSTRUCTION INASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY I SHALL 13E AVAILABLE DURING CONSTRUCTION FOP. EXAMINATION BY THE ENFORCIN& A&ENCY. C&EC, 4.405.2 5. r4A5TE MANA&EMENT-COMPANY: UTILIZE A INA5TE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, INHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTA&E OF CONSTRUCTION 4 DEMOLITION INA5TE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES V41TH SECTION 4.405. 1. NOTE: THE OINNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION riA5TE MATERIALS Y41LL BE DIVERTED BY A INASTE MANAGEMENT COMPANY. 4. r4A5TE STREAM-REPUOTION ALTERNATIVE: PROJECTS THAT &ENERATE A TOTAL COMBINED FlEIC7HT OF CONSTRUCTION 4 DEMOLITION INASTE DISPOSED OF IN LANDFILLS, INHICH DO NOT EXCEED FOUR (4) LBSJ50. FT. OF THE 13VILDINC7 AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION YiA5TE REDUCTION REQUIREMENT IN SECTION 4.406. 1. 5. POr-UMENTATION: DOCUMENTATION SHALL 15E PROVIDED TO THE ENFORCIN(5 AGENCY VNIHICH DEMONSTRATES COMPLIANCE INITH 0680 4.405.2. - F-MEP,(5F-NC��-ESCAPE.-4-P,ESCUE: SEE NOTES', BEDROOM, rflNDOIN5 FOP, ADDITIONAL INFORMATION. E&RESS: EORE$5 POOR: AT LEAST ONE ECSIRESS DOOR SHALL BE PROVIDED. THE E&RESS POOP, SHALL BE SIVE-HINC,ED, 4 SHALL PROVIDE A MINIMUM CLEAR Y41DTH OF 52- VWEN MEASURED BETINEEN THE FACE OF THE POOP, AND THE STOP, P41TH THE DOOR OPEN CIO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 15* IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. C,RC, R3 1 1.2 LANPINC79: THERE SHALL BE A LANDING OR FLOOR ON EACH 51DE OF EACH EXTERIOR DOOR. THE INIPTH OF EACH LANDING SHALL NOT BE LESS THAN THE POOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 5 b* MEA5UREP IN THE PIREC,TION 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 1.5 THE LANDING OR. FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 17 3/4' BELOYSI THE TOP OF THE THRESHOLD PROVIDED THE POOR DOES NOT 5INING OVER THE LANDING OR FLOOR. C,Rc, RB 1 1.5. 1. SEE NOTEV, LANDINGS FOR ADDITIONAL INFORMATION. 5TAIRINAYS: STAIRINAYS SHALL NOT BE LESS THAN 5 &* IN CLEAR rilOTH AT ALL POINTS ABOVE THE FERMITTEP HANDRAIL HEIGHT AND BELOPN THE REQUIRED HEADROOM HEIGHT. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIPE OF THE 5TAIRYiAY AND THE MINIMUM CLEAR IINIOTH OF THE STAIRINAY AT AND BELOV41 THE HANDRAIL HEIGHT, INCLUDINC, TREADS AND I-ANDINC75, SHALL NOT BE LESS THAN 511/2')NHERE A HANDRAIL IS INSTALLED ON ONE SIPE AND 21"AHERE HANPRAILS ARE PROVIDED ON BOTH SIDES. CRC, R3 1 1.1 SEE "NOTES". STAIRS, HANDRAILS 4 GUARDS FOR ADDITIONAL INFORMATION. ENVIRONMENTAL QUALITY: PROVIDE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRP-ITATIN45 AND/OR HARMFUL TO THE COMFORT 4 INELL BEING OF A BUILPING5 INSTALLERS, . OCCUPANTS 4 NEIGHBORS. 1. FINISH MATERIAL FOLLUTANT-C,ONTROL: FIN15H MATERIALS SHALL COMPLY V41TH C&BC, 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS 9 CAULKS U5E0 ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOININ& STANDARDS: A. AVHF51VE5, AVHE51VE BON121NO PRIMERS, APHE51VE PRIMERS, SEALANTS, SEALANT PRIMERS. 4 CAULKS SHALL COMPLY P41TH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES INHERE APPLICABLE OR SCAOMP RULE 1 1 &5 VOC, LIMITS, AS SHOINN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY INITH THE RULE 1 1 &b PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE VICHLORIVE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 4 TRICHLOROETHYLENE). B. AERO5OL_APHFSIVF_S I SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKIN& COMPOUNDS (IN UNITS OF PRODUCT. LESS PACKAGING, INHICH DO NOT r4EI&H MORE THAN 1 FOUNP 4 00 NOT CONSIST OF MORE THAN I 6 FLUID OUNCES) SHALL COMFLY ViITH STATE)NIVE VOC, 5TANPAR05 4 OTHER REQUIREMENT5, INCLUDIN6 PROHIBITIONS ON USE OF CERTAIN TOXIC, COMPOUNDS, OF CALIFORNIA CODE OF REC7ULATIONS, TITLE I 7, C,OMMENCIN& V41TH SECTION q 4 501. 2. FAINTS 4 COATINGS: C,686 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLYiNITH VOC, LIMITS IN TABLE I OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS 5HOY4N IN TABLE 4.504.5, UNLESS MORE 5TRIN&ENT LOCAL LIMITS APPLY. THE VOC, CONTENT LIMIT FOP, COATIN65 THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.5 SHALL BE DETERMINED BY r-LASSIFYIN(5 THE COATING AS A FLAT, NONFLAT OR NONFLAT-HI&H GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUB5EC,TIONS 4.21.4.36.4 4.5 -7 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, 5U(5(5ESTED CONTROL MEASURE, 49 THE CORRE5PONVIN6 FLAT, NONFLAT OR NONFLAT-HI&H 6LO55 VOC, LIMIT IN TABLE 4.504.5 SHALL APPLY. 5. AlFRO501-PAINTS 4 COATINGS: CGEC 4.504.2.3 AEROSOL PAINTS 4 COATINGS SHALL MEET THE PRODUCT-INEI&HTED MIR LIMITS FOP, ROC, IN SECTION 11 4 5 2 VAM 4 OTHER REQUIREMENTS, INCLUVIN6 PROHIBITIONS ON USE OF CERTAIN TOXIC, COMPOUNDS a OZONE PEPLETIN& SUBSTANCES, IN SECTIONS -1 45 2 2( C, )(2) 4 (PX2) OF CALIFORNIA COPE OF REGULATIONS, TITLE 1 -7, COMMENC,IN6 Y41TH SECTION q 4 5 20; 4 IN AREAS UNDER THE JURISDICTION OF THE SAY AREA AIR QUALITY MANAGEMENT V15TRICoT ADDITIONALLY COMPLY YiITH THE PERCENT VOC, BY INEI&HT OF PRODUCT LIMITS OF REGULATION 5. RULE 4 q. 4.VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE V41TH TH15 SECTION SHALL 13E PROVIDED AT THE REQUEST OF THE ENFORCINC, A6FNC,Y. POCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLO141N(5: A. MANUFACTURER'S PRODUCT SPEOFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 5. INTF_PIOR_MOf5TVRF_ CONTROL: A. C,ONC,RFTESLA5 FOUNPATION5: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDIN& CODE, CHAPTER 1 q OR CONCRETE SLAB-ON-OROUND FLOORS RFOUIRE12 TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RFSIPENTIAL CODE. CHAPTER 5,5HALL ALSO COMPLY INITH TH15 SECTION. E. CAPILLARY BREAK: C,6BC, 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE INIITH AT LEAST ONE OF THE FOLLOY41NO: I J A 4* THICK (11 0 1.6 RNRN) BASE OF L/ZINC,H (1 2.1 MM) OR LAROER CLEAN AO&R.E&ATE SHALL BE PROVIDED rilTH A VAPOR RETARDER IN DIRECT CONTACT INITH CONCRETE 8 A CONCRETE MIX DESIGN, INHICH YSlILL AVVRE5S BLEEDING, SHRINKAGE, 4 CURLIN6, SHALL BE USED. FOP, ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AC,I 502.2R-06. 2.) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 5J A SLAB DESIGN SPECIFIED BY A LICENSED PESIC714 PROFESSIONAL. C. MOISTURE CONTENT OF 5UILC71NO MATFP,IAI-$: C,65C, 4.505.5 BUILDING MATERIALS V41TH VIS15LE SIGNS OF )NATER DAMAGE SHALL NOT BE INSTALLED. INALL 4 FLOOR FRAMINO SHALL NOT BE ENCL05ED INHEN THE FRAMINO MEMBERS EXCEED 1 q% M015TURE CONTENT. M015TURE CONTENT SHALL BE VERIFIED IN COMPLIANCE Y41TH THE FOLLOP41NO: A. MOISTURE CONTENT SHALL BE DETERMINED V41TH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL 5AT15FY REQUIREMENTS FOUND IN C,GBC, I 0 1.5. B. M015TURE READINGS SHALL BE TAKEN AT A POINT 2'TO 4'FROM THE &RAVE STAMPED END OF EACH PIECE TO BE VERIFIED. C. AT LEAST THREE RANDOM MOISTURE READIN&S SHALL BE PERFORMED ON )NALL 4 FLOOR FRAMIN& INITH DOCUMENTATION ACCEPTABLE TO THE ENFORCIN6 AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE INALL 49 FLOOR FRAMING. P. INSULATION PRODUCTS INHICH ARE V151BLY )NET OP, HAVE A HIGH M015TURE CONTENT SHALL BE REPLACED OP, ALLOY4EV TO DRY PRIOR TO ENC,1_05URE IN V4ALL OP, FLOOR CAVITIES. ViET -APPLIED INSULATION PRODUCTS SHALL FOLLOIN THE MANUFACTUREP.5'PRYIN& RECOMMENDATIONS PRIOR TO ENCLOSURE. FIRE SPRINKLER SYSTEM: AN AUTOMATIC RE51DENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE V41TH NFPA 15P OR C,RC, SECTION RS 13.5- PES1614 BY OTHERS. EXCEPTION: AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED Y41TH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. C -RC, IRS 15.2. FIREPLACES: 6A5 FIREPLACE: SHALL BE VIRECT-VENT 5EALED-COME1,15TION TYPE. ALL FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE INITH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED IN ACCORDANCE V41TH UL_ 121. THE INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEr4 BY THE BUILDING INSPECTOR UPON REOUE5T. CGEC, 4.505. 1, CRO R 1 004 4 100 5, CIVIC, 91 05.2. ViOOP BTOVE5 4 PELLET STOVES: INSTALL AS PER MFG. SPECS 4 COMPLY V41TH U.S. EPA PHASE 11 EMISSION LIMITS. INOOP STOVE FLUE: TO EXTEND NOT LESS THAN VABOVE THE HIGHEST POINT INHERE IT PASSES THROUGH A ROOF AND NOT LE55 THAN 2'HI6HER THAN A PORTION OF A BUILDING INITHIN A HORIZONTAL V15TANCE OF 1 O'. C,MC, 502.5.4 FIREPLACES, Y400PSTOVF-5 4 PELLET 5TOVF-5:5HALL ALSO COMPLY Y41TH APPLICABLE LOCAL ORDINANCES. FIRE BLOCKING: PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLAC'E. R302.11.4 FIRE-RE51STANT 0ONSTRUCTION: 2.) UNPER-STAIR. !PROTECTION: ENCLOSED ACCE5SIBLE SPACE UNDER STAIRS SHALL HAVE INALL5, UNDER-5TAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIPE INITH 1/2'(5YPSUM BOARD. SJ FiREFILoaKINO: IN COMBUSTIBLE CONSTRUCTION. FIR.EeLor,KIN& SHALL BE PROVIDED TO CUT OFF ALL CONCEALED PRAFT OPENINC79 (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER 5ETYiEEN STORIES, ANP BETINEEN A TOP STORY AND THE ROOF SPACE. FIREDLOCKINC, SHALL BE PROVIDED IN INOOD-FRAME CONSTRUCTION IN THE FOLLOININ& LOCATIONS: A. IN CONCEALED SPACES OF STUD INALLS AND PARTITIONS. INCLUDING FURRED 5PACES AND PARALLEL ROINS OF 5TUPS ORSTAG&ERED STUDS, AS FOLLOY45: 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDINC5 1 O'. B. AT ALL INTERCONNECTIONS BET)NEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILIN&S AND COVE CEILIN&S. C. IN CONCEALED SPACES BETINEEN STAIR STRINGERS AT THE TOP AND 50TTOM OF THE RUN. ENC,L05EV SPACES UNDER STAIRS SHALL COMPLY rilTH SECTION R302.17. P. AT OPENINC79 AROUND VENTS, PIPES, DUCTS, CA5LE5 AND )NIRES AT C'EILINC7 AND FLOOR LEVEL, INITH AN APPROVED MATERIAL TO RESIST THE FREE FA55A6E OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM IF 156 REQUIREMENTS. E. FOR THE FIREELOCKIN(S OF CHIMNEYS AND FIREPLACES, SEE SECTION R 1 005. 1 q. FLOOr,>_ZONE: FOP, PROPERTIES LOCATED IN A FLOOD ZONE A: I J PROVIDE TY40 COMPLETED FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA REGISTERED PROFF-951ONAL OR LAND SURVEYOR. 2) IF REQUIRED. PROVIDE FLOOD RESISTANT CONSTRUCTION. C,Rr, IRS 2 2. 5) IF REQUIRED, THE 50TTOM OF FLOOD VENTS (FV) SHALL BE NO H16HER THAN 1 FOOT ABOVE (SRAVE. 4.) IF REQUIRED, FROVIDE AT LEAST TY40 &'X 1 4'6ARA(5E VENTS (&V) IN EXTER-10P. 67ARA&E PSIALL5, LOCATED ON OFF051TE SIPES OF ADJACENT INALL5 INITH A TOTAL NET AREA OF NOT LESS THAN I SQUARE INCH FOP, EVERY SQUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE OPENING SHALL BE NO HI&HER. THAN 1' ABOVE ORAVE. 5J A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE 19 REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. FLOORIN&COVERINO: CARPET SY5TEMS: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOININC­ CGEC, 4.504.5 1.) CARPET 4 RU& IN5TITUTVS GREEN LABEL PLUS PROC7RAM. 2.) CALIFORNIA 17EPARTMENT OF PUBLIC, HEALTH,'STANPARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM155101,15 FROM INDOOR SOUROF5 USING ENVIRONMENTAL C,HAMBERS,- VERSION 1. 1, FEBRUARY 20 1 0 (AKA SPECIFICATION 0 1 550.) 3.) NSF/ANSI 140 AT THE COLD LEVEL - 4.) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE- (SOLD. CARPET CUSHION: ALL CARPET CU5HION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTES GREEN LABEL PROGRAM. C,65C, 4.504.5.1 r,^RPET ADHESIVE: ALL CARPET APHE51VE SHALL MEET THE REQUIREMENTS OF TABLE4.504.1. C6904.504.3.2 RESILIENT FLOORIN& SYSTEM5: NHERE RESILIENT FLOORIN& 15 INSTALLED, AT LEAST , bO PERCENT OF FLOOR AREA RECEIVIN6 RESILIENT FLOORINC7 SHALL COMPLY V41TH ONE OP, MORE OF THE FOLLOININO: 065C, 4.504.4 1.) A VOC, EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOP, HIGH PERFORMANCE SCHOOLS (CHPS) H16H PERFORMANCE PRODUCTS DATABASE. 2.) PRODUCTS COMPLIANT INITH CHPS CRITERIA CERTIFIED UNDER THE &REENCIUARD CHILDREN 4 SCHOOLS PROGRAM. 5.) CERTIFICATION UNDER THE RE51LIENT FLOOR COVERING INSTITUTE (RFC,I) FLOOR Sr-OREPRO&RAM. 4J MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,"STANDARD METHOD FOR THE TESTIN& 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBER5: VER51ON 1. 1. FEBRUARY 20 1 0 (AKA 5PECIFr-ATION 0 1 550). C,OMP051TF- INOOP FROPUC,TS: HARVINOOP PLY)NOOP, PARTICLEBOARP 4 MEDIUM DENSITY FIBERBOARD COMPOSITE )NOOD PRODUCTS USED ON THE INTERIOR OP, EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOP, FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOX165 CONTROL MEASURE FOR COMP051TE )NOOP (17 CICR, 415 120 ET SEW, BY OR BEFORE THE PATES SPECIFIED IN THOSE SECTIONS, AS SHOrm IN TABLE 4.504.5. C,613C, 4.504.5 DOCUMENTATION: VERIFICATION OF COMPLIANCE INITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCIN6 AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOININ(5: C,6150 4.504.5.1 1.) PRODUC,T CERTIFICATIONS 49 SPECIFICATION5. 2.) CHAIN OF CUSTODY CERTIFICATIONS. 5.) PRODUCT LABELED 4 INVOICEP AS MEETING THE COMPOSITE INOOP PRODUCTS REC7ULATION (SEE OCR, TITLE 11, SECTION Iq 5 120, FT SFO.). - 4.) EXTERIOR GRAPE PRODUCTS MARKED AS MEETIN& THE P5-1 OR P5-2 STANDARDS OF THE ENGINEERED INOOP ASSOCIATION, THE AUSTRALIAN ASINZ5 2 2 b q OP, EUROPEAN 6 3 b 5 S STANDARDS. SJ OTHER METHODS ACCEPTABLE TO THE ENFORCIN& AGENCY. FOUNPATION: PRAINAGE: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AINAY FROM THE BUILDING AT NOT LESS THAN 6' IN THE FIRST 10' (5% SLOPE). C,96 R40 1.5. RA15EP FLOOR. -VENTILATION: C,P,A)NL SPACE AREAS SHALL BE VENTILATED BY AN APPROVEP MECHANICAL MEANS OP, BY OPENINGS INTO THE UNDERFLOOR AREA INALL5. SUCH OPENIN65 SHALL HAVE A NET AREA OF NOT LESS THAN I SOFT FOP, EACH 150 SOFT OF UNVERFLOOR AREA. ONE VENTILATION OPENING SHALL BE LOCATED Y41THIN VOF EACH CORNFR OF THE BUILDING. OPF-NINC75 SHALL BE LOCATED 50 AS TO PROVIDE CROSS VENTILATION. FOUNDATION VENT$: SHALL BE COVERED Y41TH CORROSION -RESISTANT INIRF MESH VNIITH OPENINGS NOT LE55 THAN I /5'AND NOT TO EXCEED 1/4'IN DIMENSION. CIRC, R405. SEE IN.Ul NOTES FOR PROPERTIES LOCATED IN A INILD-LAND URBAN INTERFACE. FOUNDATION ACCE55: PROVIDE CRAML SPACES F41TH A MINIMUM OF 1 ACCESS OPENING. IF ACX -ESS 15 THROUGH THE FLOOR IT SHALL NOT BE LESS THAN 1 a" BY 24". IF THROUGH A PERIMETER. INALL IT SHALL NOT BE LE55 THAN I 6* BY 24" ' CRO R406.4. 51-ABS-ON-6RAPE: PROVIDE A b -MIL POLYETHYLENE VAPOR RETARDER r4ITH JOINTS LAPPED NOT LF -55 THAN 6'BETY4EEN THE BASE r_OUR5E OP. SUE&RADE 9 THE CONCRETE FLOOR SLAB. CRO R506.2.5. VNIPERFLOOR C�LEANOVTS: SHALL BE LOCATED INITHIN 20'OF CRAINL SPACE ACCES5. OARAOE: PINELLINSASARA615 ANP/OR CARPORT SEPARATION: A. FROM THE RIESIVENCE AND ATTICS: NOT LESS THAN 1/2"6YPSUM BOARD OR EQUIVALENT APPLIED TO THE &ARAOESIVE. B. FROM ALL HABITABLE ROOMS ABOVE THE GARA6E OR CARPORT: NOT LESS THAN 5/5'TYPE X GYPSUM BOARD OP, EQUIVALENT. C. 5TRUCTURE(S) SUPPORTIN(S FLOOR/CEILIN& A55EMELIES USED FOR SEPARATION REQUIRED BY TH15 SECTION: NOT LE55 THAN 1/2'45YF5UM BOARD OP, EQUIVALENT. V. &ARA&ES LOCATED LESS THAN VFROM A PINELLIN& UNIT ON THE SAME LOT: NOT LF -55 THAN 1/2"C7YP5UM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR 104ALLS THAT ARE INITHIN THIS AREA. HABITABLE 6PAC,F_A50VF: ABOVE A 6ARA&E MUST BE SEPARATED BY 5/5" TYPE X GYPSUM BOARD. CPO TABLE R502.6 DOORS: DOORS BET)NEEN THE DINELLINO 4 GARAGE TO BE 1 5/5* THICK, 50LID CORE INOOV, 50LID CORE 5TEEL, HONEYCOMB CORE STEEL, OR A DOOR )NITH A 20 MINUTE FIRE PROTECTION RATINC5. AND BE 5ELF-C-1-051146 4 5ELF-LATCHINCI. EXCEPTION: OARA&E5 THAT HAVE FIRE SPRINKLERS NEED ONLY BE SELF-CLOVN6 4 SELF-LATCHIN6. CR.C, R502.5. 1. POOR FROM c5ARA6F_ TO DEPROOM: NO OPENINC75 ARE PERMITTED FROM 6ARA&E DIRECTLY INTO A ROOM USED FOP, SLEEPING. C,RC, 502.5.1 STAIRS: ENCLOSED ACCESSIBLE ARFA5 UNDER STAIRS SHALL BE COVERED By 112"C,YPSUM BOARD. CRC, TABLE R502.6 DUCTS: VUC,TS IN THE &ARA&E THAT PENETRATE THE 5EPARATION MUST BE A MINIMUM OF 26 &AU6F STEEL V41TH NO OPENIN&S IN THE &ARA&E. R502-5-2. 5UPPORTINC, ELEMENTS: SUPPORTING ELEMENTS OF SEPARATION ARE NO LONGER REQUIRED TO BE PROTECTED. 0ARA&M POOR: HOLD GARA&E FLOOR BACK 50 THAT DOOR LAN05 ON APRON 5/4"BELOIN (SARAGE FLOOR. 6ARAGE POOP, OPENER: SHALL BE L15TED IN ACCORDANCE INITH UL 525. CRC, R30q.4. OARA651F POOR OPENING: FIN15HED OPENING TO BE VSHORTER IN HE16HT 4 2" NARROINER THAN INIPTH OF (5ARA&F DOOR SIZE. PROVIDE 50LID BLOCKING AT CENTER OF POOP, FROM HEAVER TO A MINIMUM OF 14"ABOVE TOP OF DOOR. 6ARA&E FLOOR: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT OF LIQUIDS TO THE FRONT DOOR. C,Rr- R50q. I - MV CAPABILITY: A L15TED RACIFINAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 208/240 -VOLT BRANCH CIRCUIT ORIGINATING AT THE MAIN SERVICE OR. BUS FANEL 4 SHALL TERMINATE INTO A LISTED CABINET, 13OX OP, OTHER ENCLOSURE FOP. THE FUTURE INSTALLATION 49 USE OF ELECTRIC VEHICLE (EV) CHAR&ERS. THE RACEINAY SHALL NOT BE LESS THAN 1"IN510E DIAMETER 8 SHALL BE CONTINUOUS AT ENCLOSED, INACCE5SIBLE, OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIVE CAPACITY TO INSTALL A 40 -AMP MINIMUM BRANCH CIRCUIT. THE RAC,E)NAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS *EV CAPABLE*. CGEIC, 4.106.4.2.5. V4ATF_R SOFTNER6: PROVIDE 5/4"PIPE CONNEr-TION. C,PC, 6 1 1.4. OLAZIN(Sp: HABITABLE ROOMS: EXTERIOR &LAZED OPENINGS FOP, NATURAL LIGHTING SHALL BE A MINIMUM OF 5% OF THE ROOM FLOOR AREA. ARTIFICIAL Lf6HTIN& MAY BE USED IN LIEU OF NATURAL LIGHTING. C,RC, R505. 1 OPENABLE VENTILATION AREA SHALL BE 4% OP, MORE OF THE ROOM FLOOR AREA. IF LIEU OF EXTERIOR OPENINGS, A MECHANICAL VENTILATION SYSTEM MEETING C,Mr_ REQUIREMENTS MAY BE PROVIDED. CKC, R505.1 NEXT TO DOORS: SAFETY OLAS515 REQUIRED INHEN)NITHIN A 24"OF EITHER 51DE OF THE POOP, IN THE PLANE OF THE DOOR IN A C_LO5EV POSITION. AL50 INHERE C7LAZIN6 Is ON A INALL PERPENDICULAR TO THE PLANE OF THE POOP, IN A CLOSED POSITION 4 INITHIN 24 . OF THE HINGE SIDE OF AN IN-51NINGINC, DOOR. R505.4.2. SAFETY 61 -ASS 15 REQUIRED IF ALL OF THE FOLLOININ& CONPITION5 ARE MET: 1 J EXPOSED AREA OF INDIVIDUAL PANE 19 LARGER THAN 11 SQUARE FEET*. 2J THE BOTTOM EDGE 15 LESS THAN 1 WABOVE THE FLOOR; 5.) THE TOP EV&E 15 MORE THAN 9 &'ABOVE THE FLOOR; 4.) A )NALKIN& SURFACE 15 )NITHIN 56'FROM THE GLAZING MEASURED HORIZONTALLY IN A STRAIGHT LINE. C,Rr_ 505.4.5 SAFETY &LA5515 REQUIRED INVOORS 4 OUTDOORS AT GLASS IN )NALLS, ENCLOSURES OR FENCE5 CONTAINING OP, FAC -IN& HOT TUBS, SPAS, riHIRLPOOL5.5AUNAS, STEAM ROOMS, BATHTUB5, SHOtNERS 49 INDOOR OR OUTDOOR POOLS INHERE THE BOTTOM EDGE OF THE GLASS IS INITHIN 60' MEASURED VERTICALLY ABOVE A STANVIN& OR YiALKIN& SURFACE. CRC 508.4.5. ADJACENT TO BOTTOM OF 5TAIR LANVINCv: AT THE BOTTOM OF THE 5TAIRINAY INHERE THE GLAZING 15 LESS THAN 36* ABOVE THE LANDING 4 Y41THIN 60"HORIZONTAL ARC, LESS THAN 1 50' FROM THE BOTTOM TREAD N05INO SHALL BE SAFETY GLASS. r,Rr- R505.4.71. OREEN PLANNIN& 4 VESION: DURING CON5TRUCTION, ONE OR MORE OF THE FOLLOININ& MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 4 RETAIN SOIL RUNOFF ON THE SITE: 1.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM VNIATER ON SITE- 2.))NHERE 5TORM VNIATER 15 CONVEYED TO A PUBLIC PRAINAeE SYSTEM, COLLECTING POINT, OUTTER OR SIMILAR VISPOSAL METHOD, INATER SHALL BE FILTERED BY USE OF A BARRIER. SYSTEM INATTLE OR OTHER METHOD APPROVED BY THE ENFORCIN& AGENCY. B.) COMPLIANCE INITH A LAINFUL ENACTED STORM INATER MANAGEMENT ORDINANCE. 4.) METHODS TO MANAGE SURFACE ViATER INCLUDE: SINALES, INATER COLLECTION 4 VI5F05AL SYSTEMS, FRENCH PRAIN5, INATER RETENTION GARDENS 4 OTHER ViATER MEASURES INHICH KEEP SURFACE INATER AYNIAY FROM BUILDINGS 4 AID IN 45ROUNDINATER RECHARGE. HEATIN& 4 C,OOLINC7: HVAC, SYSTEMS 111,15TALLER5: MUST BE TRAINED 4 CERTIFIED IN THE PROPER INSTALLATION OF HVAC, SYSTEMS. C,65C,702. 1. PURINC7 ROUr-H INSTALLATION OR STORAGE ON 51TE 4 UNTIL FINAL STARTUP OF THE HEATING 4 COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR P15TRIFUTION COMPONENT OPENINGS SHALL BE COVERED KTH TAPE. PLASTIC, SHEET METAL OR OTHER METHODS. HEATIN&: P)NELLING UNITS SHALL BE PROVIDED INITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 65*F AT A POINT VABOVE THE FLOOR 4 2'FROM EXTERIOR INALL5 IN ALL HABITABLE ROOMS. PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE INITH TH15 SECTION. CRC, 505.q. FORCED AIR UNITi ATTACHMENT: INSTALL PER HVAC, CONNECTION DETAIL. ATTIC, PA55A(SEINAY: PROVIDE UNOBSTRUCTED, 50LID FLOOR NOT LESS THAN 24*. THE ATTIC FURNACE ACCESS SHALL NOT FXCEEP 20'FROM THE ATTIC ACCESS OPENING IF THE CLEARANCE HEIGHT 15 LESS THAN VIN HEIGHT. GMC, SECTION C104.11.2. PROVIDE MINIMUM 50`X50"XSO"Hk5H)NORKIN(5 SURFACE IN FRONT OF 5ERVICE SIDE OF F.A.U. CONPENSATION PRAIN PAN: PROVIDE A INATERT16HT r-OP,R05ION-RE515TANT METAL PAN BENEATH THE F.A.UANITH NOT LESS THAN A 5/4"VIAMETER DRAIN TO AN APPROVED LOCATION. CFC, 501.4.4 C,Mr_ 512.2. PRAIN FAN: FOP, PROPANE F.A.U.'5 PROVIDE DRAIN PAN AS PEP, C,MC, SECTION 505.1.1 TO PROVIDE FOR REMOVAL OF UNBURNED GA5. SERVICE DISCONNECT: 4 PROVIDE 220v ELECT. DISCONNECT 41 1 Ov PROTECTED SERVICE RECEPTACLE)NITHIN 2 5'. CMC, 5 1 0. 1. HVAC, CONPENSIN& UNIT: CONCRETE PAP OP, APPROVED BASE EXTENDING 3" OR MORE ABOVE GROUND LEVEL - SERVICE P15CONNECT: PROVIDE 220v ELECT. DISCONNECT r4ITHIN 25'Y4/ 50"x5O* CLEAR INORK5FAr_E 4 1 1 OV INP 6FC,I PROTECTED 5ERVICE RECEPTACLE INITHIN 2 5'. CEC, 210.6 5 4 rlmr_ 5 1 0, 1. IFRRIOATION SYSTEMS: OUTDOOR IRRI&ATION C-ONTROLLER5: C -613C, 4.304. 1. AUTOMATIC IRRIC,ATION SYSTEM CONTROLLERS, FOR LANP5CAPINO PROV112ED BY THE BUILDER * INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY P41TH THE FOLLOININO: A CONTROLLERS SHALL BE ViEATHER- OP, SOIL MOISTURE-BA5EV CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIOATION IN RESPON5E TO C,HAN6ES IN PLANT5 NEEDS AS INEATHER CONDITIONS CHAN6E. B INEATHER-BA5FD CONTROLLERS V41THOUT INTEGRAL RAIN SEN50RS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE V41RED OP, )NIRELE55 RAIN 5EN50R VNIHICH CONNECTS OR COMMUNICATES INITH THE r-ONTROLLEP,(5).501L MOISTURE-BASEV CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. KITCHEN 4 VINING: 15LANP SINKS: 5PECIAL VENTING IS REQUIRED. SEE CFO, SECTION q0q. KITCHEN FAUC,ET5: FLOIN RESTRICTED TO 1.5 GPM 0 60 P51. TEMPORARY INCREASE TO 2.2 GPM ALLOINED BUT SHALL DEFAULT TO I.b GPM. C6130 4.303.1.4.4 REFRIGERATOR 5FACE: PROVIVEINATER HOOKUP. EXHAUST PUCT5: RANGE VENTS SHALL BE EQUIPPED Y41TH BACK-PRAFT DAMPERS VENTED TO OUT51PE OF THE BUILDING. CMC, 504.1 FLOOR COVERING: SEE -NOTIF5-, FLOOR COVERING FOR ADVITIONAL INFORMATION. LANVIN&S: LANPINIS5: THE LANVIN6 AT AN EXTERIOR POORINAY SHALL NOT BE MORE THAN 1.15' BELO)N THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR 5C,REEN POOR, DOES NOT 5ININ6 OVER THE LANDIN6. CRC R5 1 1.5.2. PROVIDE 9 6' MINIMUM LANDING AT ALL EXTERIOR DOORS. SEF-"NOTFS*, EC7RE55 FOR ADDITIONAL INFORMATION. HANVRAIL5: PROVIDE HANDRAILS ON AT LEAST (1) SIDE OF STEPS)NITH (4) OR MORE RISERS. CRr_ R3 1 1.1.8. SEE "NOTES", STAIR5, LANDINGS 4 GUARDS FOR ADDITIONAL INFORMATION. 6UARV5: GUARDS ARE REQUIRED FOP, INALKIN& SURFACES LOCATED MORE THAN 50' ABOVE ADJACENT GRAPE. C,RC, R5 12.1.1. SEE -NOT 5',5TAIRS, LANDINGS 4 GUARDS ,,I - FOR ADDITIONAL INFORMATION. LAUNDRY ROOM: DRYER EXHAUST. 1.) PROVIDE 4"MIN. EXHAUST DUCT TO OUT51PE AIR )NITH BACK-PRAFT PAMPER. MAXIMUM LENGTH FOR THE DRYER EXHAUST DUCT 15 14'Y4/ 2 ELSOINS. r_MC, 504.1.2. 2.) DRYER VENT TO TERMINATE 5 &"MIN. FROM ANY ININvori OPENING. 9) TERMINATE NOT LESS THAT 5' FROM PROPERTY LINE OR BUILDING OPENINGS. 4J PROVIDE 1 00 50 INCHES OF VENT e LAUNDRY ROOM DOOR, EXCEPT FOR THE FOLLOINING: VTALL LAUNDRY ROOMS OF 21 q SOFT OR MORE; WTALL LAUNDRY ROOMS OF 1 q 5 SOFT OR MORE; I O'TALL LAUNDRY ROOMS OF I -7 5 SOFT OP, MORE, CONFINED SPACES 4 CLOSETS: PROVIDE 1 00 50 INCHES OF VENT e LAUNDRY ROOM DOOR IN ROOMS LESS THAN 1 7 5 0 C,U FT. (TYPICAL VRYFR 19 3 5,000 BTU/H 4 REQUIRES 1 *750 C,U FT OF COMBUSTION AIR SPACE.) EXHAUST VUr_T5: TERMINATE OUT51DE OF THE BUILDING IN/ BACK-PRAFT PAMPER5. FLOOR COVERINCS: 5FE'NOTE5". FLOOR COVERING FOR ADDITIONAL INFORMATION. YNIHOLE 13UILPINC7 VENTILATION: SEE'NOTF-5",)4HOLE BUILDING VENTILATION FOR AC701TIONAL INFORMATION. LE&AL REGUIREMENTS: PERMIT ON 51TE: A COPY OF THE BUILDING FERMIT MUST BE KEPT ON 51TE UNTIL THE INORK 15 COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. (SEC. 1 05.7) LOMEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOINE5T FLOOR BEFORE FROCEEVIN& INITH CONSTRUCTION ABOVE. SEE *NOTF-5", FLOOD ZONE FOP, ADDITIONAL INFORMATION. 1_16HT 4 VENTILATION: LIGHT 4 VENTILATION: ALL HABITABLE ROOMS SHALL HAVE AN A66REGATE GLAZING AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION 5HALL BE THROUC7H )NINDOY45, DOORS. LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED V41TH READY Ar-CE59 OR SHALL OTHFRINI15E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. CRC, R503. ADJOINING ROOMS: FOR THE FURPO5E OF DETERMINING L16HT AND VENTILATION Q Y ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM V4HEN AT LEAST 50% OF THE AREA OF THE COMMON riALL 15 OPEN AND UN0135TRUCTED AND PROVIVES AN OPENING OF NOT LE55 THAN 1 / 1 0 OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 5OUARE FEET. LOCATION ON LOT: 1.) EXCEPTINHERE ZONING REGULATIONS ARE MORE RE5TRICTIVE, ANY EXTERIOR INALL OF A PINELLIN& MUST BE AT LEAST 1 & FROM THE PROPERTY LINE UNLE55 IT IS AT LEAST ONE-HOUR FIRE-RE51STANT CON5TRUCTION. 2.) ININVOINS 4 OPENINGS: THE AREA OF UNPROTECTED 4 PROTECTIED)NINVOINS 4 OTHER EXTERIOR F4ALL OPENINGS 15 NOT LIMITED. PROVIDED THE DISTANCE TO THE PROPERTY LINE 15 6REATER THAN 5' , 3.) ININDOIN5 4 OPENIN65: ININVOINS 4 OTHER OPENINC75 OREATER THAN VBUT NOT MORE THAN S'FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF THE YSIALL AREA. 4J ININPOV45 4 OPENINGS: riINDOIN5 4 OTHER OPENINGS ARE NOT PERMITTED INITHIN 5, OR, LESS OF THE PROPERTY LINE. 5.) ANY EXTERIOR )NALL OF A DETACHED &ARA&E OR OTHER GROUP U OCCUPANCIES MUST BE AT LEAST S'FROM THE PROPERTY LINE UNLE55 IT 15 OF AT LEAST ONE-HOUR FIRE-RE51STANT CONSTRUCTION. ININVOIN5 4 OTHER. OPENINGS ARE NOT PERMITTED INITHIN 3 FEET OR LF -59 OF THE PROPERTY LINE. 6.) ONE-HOUR FIRE-RE51STANT CONSTRUCTION INCLUDES THE FOLLO)NINC,: A. EXTERIOR PLASTER OVER METAL OR INIRE LATH ON THE OUT51DE 4 5/b" TYPE X OYPSUM INALLBOARD ON THE INSIDE. B. THREE-FOURTH5-INCH PROP SIDING OVER 1/2"C,YPSUM 5HFATHINC7 ON 2'x 4" Y400D 5TUP5 AT 1 6" c1c ON EXTERIOR SURFACE Y41TH INTERIOR 5URFACE TREATMENT AS SPECIFIED IN ITEM 1. GYPSUM 5HEATHIN& NAILED V41TH 1 5/4'BY NO. 1 1 &A615 BY '1/ 1 b* HEAP GALVANIZED NAILS AT Wcic.. SIDING NAILED Y4ITH ld GALVANIZED SMOOTH BOX NAIL5. C. APPITIONAL A95EMBLIE5 FOR FIRE-RES15TANCE-RATED )NALL A55EMBLIES ARE LOCATED IN TABLE *120.1(2). (SEC. -120.1) "I.) )NALL5 PERPENDICULAR TO THE PROPERTY LINE ARE NOT RE&ULATEV. OPERATION 4-MAINTENANCEMANUAL: 1.) OFF -RATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, )NEE -BASED REFERENCE OP, OTHER MEDIA ACCEPTABLE To THE ENFORCIN6 AGENCY INHICH INCLUDES ALL OF THE FOLLO)41146 SHALL BE PLACED IN THE BUILPIN(5: A. PIREr.TIONS TO THE OINNER. OP. OCCUPANT THAT THE MANUAL SHALL REMAIN )NITH THE BUILVINC, THROU6HOUT THE LIFE CYCLE OF THE STRUCTURE. E. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOY41NO: 1) EQUIPMENT 4 APPLIANCES, INCLUVIN& INATER-5AVINC7 DEVICES 4 SYSTEMS, HVA6 SYSTEMS, riATER-HEATINO SYSTEMS I OTHER MAJOR APPLIANCES 4 EQUIPMENT. 2) ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS 4 VO)NNSPOUTS. 5) 5FACE CONVITIONINC, SYSTEMS. INCLUVIN& CONDENSERS 4 AIR FILTERS. 4) LANDSCAPE IRRIGATION SYSTEMS. 5) HATER REUSE SYSTEMS. 2.) INFORMATION FROM LOCAL UTILITY, Y4ATFR 4 INA5TE RECOVERY PROVIVER5 ON METHODS TO FURTHER REVU<:�E RE50URCE CONSUMPTION, INCLUDINC, RECYCLE PR06RAM5 4 LOCATIONS. 5.) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 4.) EDUCATIONAL MATERIAL ON THE POSITIVE 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 A50UT INATER-CONSERVING LANDSCAPE 4 IRRI&ATION VESI&N 4 CONTROLLERS INHICH CONSERVE r4ATER. 6.) INSTRUCTIONS FOP, MAINTAINING &UTTERS 4 POINN5FOUT5 4 THE IMPORTANCE OF DIVERTING INATER AT LEAST WAINAY FROM THE FOUNDATION. 1.) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING. &RAVIN& AROUND THE BUILDING, ETC,. 8.) INFORMATION ABOUT STATE SOLAR ENERGY 4 INCENTIVE PROGRAMS AVAILABLE. q.) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING A&ENOY OP TH15 CODE. FLUMBIN(5: 140SE DIB59: INSTALL NON -REMOVABLE BACKIFLOIN PREVENTION DEVICES. r_PC, 605.5.1. REMODELS: FOP, ALTERATIONS OR IMPROVEMENTS TO SIN6LE-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 Y41TH )NATER-CON5ERVIN& PLUMBING FIXTURES. CA SENATE BILL 401. INATER SOFTNFRS: PROVIDE 5/4'PIPE CONNECTION. C,PC 6 1 1.4. RODENT PROOFIN&: RODENT FROOFINO: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENIN65 IN SOLE/BOTTOM PLATES AT EXTERIOR INALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSIN6 SUCH OPENINGS YiITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORC,INC, A0ENC,Y. C,65C, 4.406 ROOF 4 CEILINO: 1.) PAPIANT BARRIER SHEATHING: INHEN RADIANT BARRIER SHEATHING 15 REQUIRED, THE RADIANT BARRIER. SHALL AL50 BE INSTALLED ON ALL VERTICAL SURFACES AND &ABLE END INALLS IN THE ATTIC. SITE AVORESS: 1.) BUILVIN&S SHALL HAVE APPROVED ADDRESS NUMBERS. BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE AND V151BLE FROM THE 5TREET OR ROAD FRONTIN& THE PROPERTY. THESE NUMBERS SHALL C,ONTRA5T Y41TH THEIR BACKGROUND. 2J ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTER.5. NUMBERS SHALL BE A MINIMUM OF 4* Y41TH A MINIMUM STROKE Y41DTH OF 1/2'. 5.) INHFRE ACCESS 15 BY MEANS OF A PRIVATE ROAP ANP THE BUILDING ADDRESS CANNOT 13E VIE10NEV FROM THE PUBLIC )NAY, A MONUMENT. POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. SMOKE/0.0. ALARMS: SMOKE ALARM5: 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLO)NING LOCATIONS: A. IN EACH 5LEEPIN& ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 2J INHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED ViITHIN AN INDIVIDUAL VINELLIN& UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARMAILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5J SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY PO)NER FROM THE BUILDING INIRIN(5 PROVIDED THAT SUCH INIRINOIS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED Y41TH A BATTERY BACKUP. 6RC, R514.4. EXC,EFTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN EXISTING BUILDINGS INHERE NO CONSTRUCTION IS TAKING PLACE. CAR13ON MONOXIVE ALARMS: 1.) FOP, NEIN CONSTRUCTION, AN APPROVED CARBON MONOXIVE ALARM SHALL BE INSTALLED IN PINELLIN6 UNITS AND IN SLEEPING UNITS IINITHIN ViHICH FUEL-BURNINO APPLIANCES ARE INSTALLED AND IN VINELLIN& UNITS THAT HAVE ATTACHED GARAGES. 2.) INHERE A PERMIT 15 REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($ 1,000), EXISTING PINELLINC75 OR SLEEPING UNITS THAT HAVE ATTACHED &ARA&E5 OR FUEL-EURNING APPLIANCES SHALL BE PROVIDED INITH A CARBON MONOXIDE ALARM IN AC.CORDANCE Y41TH SECTION R3 1 S. 1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC PINELLIN& UNIT OR SLEEPING UNIT FOP, INHICH THE PERMIT )NA5 OBTAINED. 5.) SIN6LF- AND MULTIPLE -STATION CARBON MONOXIDE ALARMS SHALL BE LISTED As COMPLYING INITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE PETECTOP15 SHALL 13E LIS'rEP AS COMPLYING V41TH THE REQUIREMENTS OF UL 201 S. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE INITH TH15 CODE, THE CURRENT EDITION OF NFPA -720 -=TANVARV FOP, THE INSTALLATION OF CARBON MONOXIDE (C,O) DETECTION AND INARNIN6 FOUIPMENT" AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA 'I 20 ARE ALSO C 4.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS IRS 1 5.1 AND IR5 1 5.2 SHALL BE INSTALLED IN THE FOLLO)NIN6 LOCATIONS: C,RC, R5 1 S. A. OUTSIDE OF EACH SEPARATE PrNIELLIN& UNIT SLEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEPROOM(5). B. ON EVERY LEVEL OF A VINELLIN6 UNIT INCLUVIN& BASEMENTS. STAIRS, HANDRAILS 4 OUARVS: 5TAIR INIDTH: STAIRINAYS SHALL NOT BE LESS THAN 5 &"IN CLEAR V410TH AT ALL POINTS ABOVE THE PERMITTED HANPRAIL HF*HT 4 BELOIN THE REQUIRED HEADROOM HEIGHT. HANDRAIL5 SHALL NOT PROJECT MORE THE 4.5"ON EITHER SIDE OF THE STAIRV4AY 4 THE MINIMUM CLEAR VqIPTH OF THE STAIR)NAY AT 4 BELOri THE HANDRAIL HEIGHT, INCLUVIN& TREADS 4 LANPING5.5HALL NOT BE LESS THAN 51.5"INHERE A HANDRAIL 15 INSTALLED ON 1 51DE 4 2 -l')NHEPE HANDRAILS ARE ON BOTH SIPES. C,RC, R51 1.1. 1. SPIRAL 5TAIR)NAYS IN ACCORVANCE INITH R3 1 1.1. I 0. 1. STAIR HEAPROOM; THE MINIMUM HEADROOM IN ALL PARTS OF THE 5TAIRY4AY SHALL NOT BE LE55 THAN 50"MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD N05NG OR FROM THE FLOOR SURFACE OF THE LANDING ON THAT PORTION OF THE STAIRINAY. CRC51 1.1.2. EXCEPTION: INHERE THE NOSING OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EVOE OF A FLOOR OPENING THROUGH INHICH THE STAIR PASSES. THE FLOOR OPENING IS ALLOINEV TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4.-75*. VERTICAL RISE: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-'7* SETINEEN FLOOR LEVELS OP, LANDINGS. CRC31 I.-I.S. t4ALKI-INE: THE )NALKLINE ACROSS )NINVER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12* FROM THE SIPE INHERE THE P41NDERS ARE NARROINER. THE 12'rIIMEN51ON SHALL BE MEASURED FROM THE ri]DEST POINT OF THE CLEAR STAIR V410TH AT THE INALKIN6 SURFACE OF THE ININVER. IF )NrDER5 ARE ADJACFNT INITHIN THE FLIGHT, THE POINT OF THE Y41DEST CLEAR STAIR Y4 PTH OF THE AVJACENT ININVER5 SHALL BE USED. C,Rr_ 9 1 1.1.4. TREADS 4 RISERS: STAIR TREADS AND RISER$ SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOP, THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLU51VE OF CARPETS, RU65 OR RUNNERS. CKC, 511.1.5. R15ER HEIGHT: THE MAXIMUM RISER HEIGHT SHALL BE "If 5/4". THE GREATEST R15ER HE16HT SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/6". RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD AT AN ANGLE NOT MORE THAN 50' FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIVIN& THAT THE OPENING BETINEEN TREADS DOES NOT PERMIT THE FASSA&E OF A 4'VIAMETER SPHERE. EXCEPTION: THE OPENING BFTY4EEN ADJACENT TREAV515 NOT LIMITED ON STAIRS V41TH A TOTAL RISE OF 30� OR LESS. OPEN RISERS ARE ONLY PERMITTED INITHIN 50'OF THE FLOOR. CRO R51 1 .1-5-1. TRFAV DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 1 O'. THE TREAD DEPTH IS MEASURED HORIZONTALLY BETINEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS I AT A R16HT ANGLE TO THE TREADS LEAVING EDGE. THE GREATEST TREAD DEPTH INITHIN ANY FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" * CRCS 1 1.1.5.2. F4INVER TREA05: ININVER 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 r4ITH THE riALKLINE. ININVER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF b"AT ANY POINT INITH THE CLEAR INIPTH OF THE STAIR. THE GREATEST TREAD DEPTH INITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 51b" ' CONSISTENTLY SHAPED ININVER5 AT THE riALKLINE SHALL BE ALLO)NEV )NITHIN THE SAME FLIGHT OF STAIRS AS REGULAR TREADS 4 DO NOT HAVE TO 13E Y41THIN 5/8" OF THE RECTAIN16ULAR TREAD DEPTH. CRC, 31 1.1.5.2. 1. H05IN(55: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN q1 1 6" ' A NOSING NOT LESS THAN 514'BUT NOT MORE THAN 1.25'SHALL BE PROVIDED ON STAIR)NAY5 INITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEP THE SMALLEST BY MORE THAN 5/5"BETMEEN 2 STORIES, INCLUDING 11,10511,16 AT THE LEVEL OF FLOORS AND LANDINGS. EXCEPTION: A N05IN6 15 NOT REQUIRED riHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1". ORC, 5 1 1.1.5.5. EXTERIOR INOODIPLA5TIC, COMPOSITE STAIR TREADS: SHALL COMPLY INITH CIRO 50-1.5. 5TAIRINAY LANVIN65: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND 130TTOM OF EACH STAIRINAY. THE MINIMUM INIPTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LE55 THAN THE V41PTH OF THE FLIGHT SERVED. LANDIN45S OF SHAPES OTHER THAN SQUARE OR RECTANOLE SHALL BE PERMITTED FROVIVED THE DEPTH AT THE INALKLINE 4 THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE INITH A RADIUS EQUAL TO THE REQUIRED LANDING YiIDTH. INHERE THE STAIRINAY HAS A STRAIGHT RUN, THE MINIMUM VEPTH IN THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 56' EXCEPTION: A FLOOR OF, LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUPIN& 5TAIP-9 IN AN F-NCL05ED &ARAC,E, rRovIDEP A POOR DOES NOT 5V4IN6 OVER THESTAIRS. CRC, 5 1 1.1.6. 5TAIRY4AY INALKIN& SURFACE: THE INALKIN& SURFACE OF TREADS 8 LANDINC75 OF STAIRINAYS SHALL BE SLOPED NO STEEPER THAN I UNIT IN 4WHORIZONTAL (2% SLOPE). C,RC3 1 1.7.1. HANDRAILS: HANDRAIL5 SHALL BE PROVIDED ON AT LEAST 1 SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT )NITH 4 OR MORE RISERS. C,Rr_ 5 1 1.1.5. G G MEASUREP VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL NOT BE LF -59 THAN 54'4 NOT MORE THAN 55'. EXCEPTIONS: 1.) THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOYNIED OVER THE LOINE5T TREAD. 2.) INHEN HANDRAIL FITTINGS OR BENVIN&S ARE USED TO PROVIDE CONTINUOUS TRAN51TION BETriEEN FLIGHTS, TRANSITIONS AT 14INPER TREADS, THE TRANSITION FOR HANDRAIL TO GUARVRAIL, OR USE12 AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENVIN&S SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHTS. CRC, 5 1 1.1.5. 1. CONTINUITY: HANDRAILS FOR STAIRAAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. FROM A POPINT DIRECTLY A13OVE THE TOP RISER OF THE FLIGHT TO A POINT PIRECTLY ABOVE THE LO)NER P-15ER OF THE FLIGHT. HANDRAILS ENDS SHALL BE RETURNED OP, SHALL TERMINATE IN NEINEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A F4ALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5"BETINEEN THE )NALL 4 HANDRAILS. EXCEPTIONS: 1.) HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NE)NEL POST AT THE TURN. 2.) THE USE OF A VOLUTE, TURNOUT, 5TARTINC7 FASIN6 OR 5TARTINC7 NEINEL 15 ALLOVIED OVER THE LOINE5T TRFAP. ORO 51 1.1.5.2. 6RIP 51ZE: ALL REGUIREP HANDRAILS SHALL BE OF I OF THE FOLLOININ& TYPES OR PROVIDE EQUIVALENT &RASPABILITY: TYPE 1: HANDRAILS INITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF A LEAST 1.25"t NOT 6REATFR THAN 2'. IF THE HANDRAIL 19 NOT CIRCULAR, IT SHALL HAVE A PERIMETER PIMEN51ON OF AT LEAST 4"d NOT GREATER THAN 6.25")NITH A MAXIMUM r -P-055 SECTION OF DIMENSION OF 2.25'. EP&ES SHALL HAVE A MINIMUM RADIUS OF 0.0 1 *. TYPE 2: HANPRAIL5 INITH A PERIMETER GREATER THAN 6.25"SHALL HAVE A &RASPABILITY FINOER RECESS ON BOTH 51PES OF THE PROFILE. THE FINGER RECESS SHALL BE61N Y41TH A DISTANCE OF 5/4'MEASVREP VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE 4 ACHIEVE A DEPTH OF AT LEAST S/ 1 6"INITH114 7/6'BELOA THE)NIVE5T PORTION OF THE PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 5/5'TO A LEVEL THAT 15 NOT LESS THAN 1.15'BELOA 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* EV6ES SHALL HAVE A MINIMUM RADIUS OF 0.0 1'. CRC, 5 1 11.1.8.5. EXTERIOR F4000/PLA5TIC, C,OMF05ITE HANPRAIL5: CRC, 51 1.7.5.4. SHALL COMPLY V41TH C,RC, 501.5. 11-1-UMINATION: ALL STAIRS SHALL BE PROVIDED INITH ILLUMINATION IN ACCORDANCE Y41TH CRC, 505.6. SPECIAL 5TAIRINAY5: SPIRAL 5TAIR)NAYS 4 BULKHEAD ENCLOSURE SHALL COMPLY INITH ALL REQUIREMENTS OF C,RC, 51 1.1 EXCEPT A SPECIFIED BELOri. SPIRAL STAIRINAYS: SPIRAL STAIRINAYS ARE PERMITTED, PROVIDED THE MINIMUM CLEAR rilOTH AT I BELO)N THE HANDRAILS SHALL BE 26'Y41TH EACH TREAD HAVING A '7.5"MINIMUM TREAD DEPTH AT 12"FROM THE NARRONER EVC7E. ALL TREADS SHALL 13E IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 11.5-. A MINIMUM HEADROOM OF b' -b" SHALL BE PROVIDED. CRC, 5 1 1.1. 1 0. 1. C7UARP5 - MHERE REOUIPF17: 6UARP5 SHALL BE LOCATED ALONG OPEN BIPED tNALKING SURFACES, INCLUDING STAIRS, RAMPS 4 LANDINGS, THAT ARE LOCATED MORE THAN 50 - MEASURED VERTICALLY TO THE FLOOR OR GRAVE BELOIN AT ANY FOINT r4ITHIN56" HORIZONTALLY TO THE EDGE OF THE OPEN SIVE. INSECT SCREENING SHALL NOT BE CONSIDERED A &UARV. CRC, 5 1 2. 1. 1. GUARDS --HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42'HI(SH MEASURED VERTICALLY ABOVE THE ADJACENT INALKIN& SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1.) GUARDS ON THE OPEN 51PES OF STAIRS SHALL HAVE A HFIONT OF NOT LESS THAN 34"MEASUPIEV VERTICALLY FROM A LINE CONNECTING THE LEAVING EPOE OF THE TREADS. 2.) INHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 54" 4 NOT MORE THAN 55'MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING E06ES OF THE TREADS, ORC, 512.1.2. 6UARP5 - OFFNIN6 LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE INALKIN& SURFACE TO THE REQUIRED GUARD HEIGHT)NHICH ALLOINS PASSAGE OF A 4* SPHERE. EXCEPTIONS: 1.) THE TRAINGULAR OPENINGS AT THE OPEN 51DE OF STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL OF A GUARD, SHALL NOT ALLOIN PASSAGE A 6"5PHERE. 2.) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS INHICH ALLOIN PASSAGE OF A 4 3/5* SPHERE. r -RC, 312.1.3. UTILITIES: I ELECT. SERVICE: (CONFIRM LOCATION) 1.) PROVIDE ELECTRICAL SERVICE, LOCATED AT LEAST 56'FROM THE NEAREST POOR OR)NINDOIN. SEE FLOOR PLAN FOR AMPERAGE. 2.) CANNOT BE LOCATED ADJACENT TO A BEDROOM OP, CLOSET. BJ NO FOUNDATION OR ATTIC, VENT INITHIN 1 O'VERTICALLY AND VHORIZONTALLY. 4.) CENTER OF METER READOUT TO BE AT A HEIGHT OF 4 8"MINIMUM TO -1 5* MAXIMUM. GAS SERVICE: (CONFIRM LOCATION) 1.) PROVIDE AT LEAST 5 &"FROM GAS RISER TO ELECT. SERVICE. 2.) NO P41NDOri OP, VENT INITHIN 36'HORIZONTALLY 4 1 a VERTICALLY. V.SIALLS: STONE VENEER OVER VqOOP 5TU126 0 1 6* r,le-: 1. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING Yll A5TM V 226 FOP, TYPE I FELT, TO PROVIVE CONTINUOUS INATER-RESISTIVE BARRIER. 2. ATTACH 2"x2' 0.0625 INCH ZINC -COATED OR NON-METALLIC COATED INIRE MESH A.) ATTACHED INI 2'CORROSION-RESISTANT STEEL INIRE FURRING NAILS AT 4'c./C. PROVIDING A MIN. OF 1. 1 2 5* PENETRATION INTO EACH STUD 4 Vi/ bd ANNULAR THREADED NAILS AT 5" c/c INTO TOP 4 BOTTOM PLATES OR IN/ EO. INIRE TIES. B.) THERE SHALL BE NOT LE59 THAN 0. 1 05 S'ZINC-COATIFID OR NONMETALLIC, COATED INIRE, OP, APPROVED EQUAL, ATTACHED TO THE STUD IN/ A MIN. OF AN bd ANNULAR THREADED NAIL FOP, EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEC75 NOT LESS THAN 15' IN LENGTH, 90 SENT THAT IT Y41LL LIE IN THE STONE VENEER MORTAR JOINT. C.) THE LAST 2'OF EACH V41RE LEG SHALL HAVE A RIOHT-ANOLE SEND. 5. VMIN. THICKNESS OF CEMENT OROUT SHALL BE PLACED BETINEEN THE BACKING 4 THE STONE VENEER. STONE VFNIEER OVER STEEL STUDS o I 6'c/c: 1. STEEL 5TUP5 SHALL BE COLV-FORMEP STEEL HAVING A MIN. BARE STEEL THICKNESS OF 0.0425'. 2. ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING Vi/ A5TM V 2 2 6 FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS V4ATER-RE515TIVE BARRIER. 5. ATTACH 2"X2" 0.0625 INCH ZINC -COATED OR NON-METALLIC, COATED YURE MESH A.) ATTACHED IN/ C-ORRO51ON-RE51STANT #5 SELF-PRILLING, TAPPING SCREIN5 AT 4" c/c 4 AT 8"c/a INTO TOP 4 BOTTOM TRACKS OR IN/ EQUIVALENT P41RE TIES. B.) ALL SCREIN5 SHALL EXTEND THROUGH THE STEEL 5TIJ05 A MIN. OF 5 EXP05EP THREADS. C.) THERE SHALL BE NOT LESS THAN 0. 1 055'CORRO51ON-RES15TANT r4lRE, OR APPROVED EQUAL, ATTACHED TO THE STUD W A MIN. OF A #5 SELF-VRILLIN6, TAPPING SCREVNI EXTENDING THROUGH THE STEEL STUD A MIN. OF 9 EXP05ED THREADS FOR EVERY 2 SQUARE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LE55 THAN 15' IN LENGTH, SO BENT THAT IT V41LL LIE IN THE STONE VENEER MORTAR JOINT. V.) THE LAST 2"OF EACH INIRE LE6 SHALL HAVE A KIOHT-ANGLE SEND. 4. 1 * MIN. THICKNES5 OF CEMENT GROUT SHALL BE PLACED BET)NEEN THE BACKING 4 THE STONE VENEER. STUCCO 51PIN6: )NHEN THREE COAT 5TUCCO 15 APPLIED OVER. PLYINOOD SHEATHING. 2 LAYERS OF 6RAVE P PAFEP_ Y4HEN APPLIF-12 OVER THE SHEATHING. CIRO -105.6. 5TUr-r-O-INFEr 5r-RF-EP5: INSTALL INEEP 5CREEP5 2'ABOVE PAVED AREAS 4 4'ABOVE SOIL. INATER HEATERS: INATER HEATER5: PROVIDE THE FOLLOININ&: 1.) UNOBSTRUCTED 120Y RECEPTACLE )NITHIN 5'. 2.) CATEGORY III or IV VENT, OR TYPE 5 VENT ri/ STRAIGHT PIPE BETiNEEN OUT51DE TERMINATION 4 INHERE V4ATER HEATER 15 INSTALLED. 3.) INATER HEATERS CAPABLE OF IGNITING FLAMMABLE VAPORS LOCATED IN A &ARA&E MUST BE I 8" ABOVE THE FLOOR. CIVIC 505. C -FC, 50*7.15. 4.) CONDENSATE DRAIN NO MORE THAN 2'HISHER THAN THE BASE OF THE V4ATER HEATER THAT ALLOINS NATURAL VRAINA&E INITHOUT PUMP ASSISTANCE. 5.) &AS SUPPLY LINE )N/ A CAPACITY OF AT LEAST 200.000 BTU/HR. 6.) PROVIVE 5EISMIC, BRACIN6 FOR IN/H AT LOCATIONS EQUAL TO THE TOP 4 BOTTOM 1/3 OF ITS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4* ABOVE CONTROLS. OFC, 501.2. T) A FRE55URE 4 TEMPERATURE RELIEF VALVE TO OUTSIDE IN/ UNTHREADED PIPE FACIN6 VOINNINARP BET)NEEN &"TO 24'ABOVE GROUND POINTING POiNNINARD. crrl 605.5. D.) 140T VNIATER SUPPLY PIPING 3/4'4 GREATER. SHALL BE IN5ULATF-r,>. CEC, 150.o (j) 2 III -1.) HOT)NATER PIPING 5UPPLYINC7 THE KITCHEN SHALL BE INSULATED. CEC, 150.0 (J) 2 VI 1 0.) INHEN REQUIRED BY LOCAL BUILDING OFFICIALS: PROVIDE riATER HEATER PROTECTION)NITH (2) 45"x 4"STEEL PIPE (ANSI SCHEDULE 40) IMBEPPEV 12" INTO CONCRETE 12"PIA. x 1 WDEEP CONCRETE - FILL PIPE N1 CONCRETE. CPC, 5017.15.1. i Q riATER HEATERS IN CONFINED SPACES: PROVIDE 50 SQUARE INCHES OF SCREENEP VENT 12"FROM TOP 4 INITHIN 12"OF BOTTOM. CMC,10 1.6 ATTIC MOUNTFP TANKLE55 )NATER HEATERS: CEC, 150.0 (N) 1 J PROVIDE 24"SOLID PA55A&EINAY FROM ATTIC, ACCESS TO 50"X50'INORKIN(5 PLATFORM. 2J PROVIDE 120v REr,EPTAC,LE Y41THIN V4 LIGHT NEAR THE UNIT)4/ A SiNITCH AT ENTRANCE TO PASSAOENAY. CFO 508.4. 3.) CATE&ORY III or IV VENT, OR TYPE B VENT IN/ 5TRAIc7HT PIPE BETv4EEN OUTSIDE TERMINATION 4 INHERE INATER HEATER 15 INSTALLED. 4.) A C,ONvFN5ATE DRAIN THAT 15 NO MORE THAN 2"HI&HER THAN THE BASE OF THE INSTALLED INATER HEATER, AND ALLOY45 NATURAL DRAINING INITHOUT PUMP 5.) A &AS SUPPLY LINE INITH A CAPACITY OF AT LEAST 200,000 BTU/HP_ 6.) A 1.5* r,>EEF, INATER HEATER PAN IN/ DRAIN TO OUTSIDE. Y4HOLE BUILVINC7 VENTILATION: INHOLE BUILDING VENTILATION: A BATHROOMS OR LAUNDRY EXHAUST FAN, AS THE QUALIFYING YNIHOLE-BUILDINO VENTILATION FAN, SHALL COMPLY rAITH THE FOLLOININ(5: 1.) A MINIMUM CFM RATING AS PER ENERGY CALCULATIONS. 2.) BE RATED A MAXIMUM OF 1.0 BONE. 5.) THE CONTROL 5Y41TCH MUST BE LABELED AS THE INHOLE-BUILDIN& VENTILATION 4 FAN SHOULD OPERATE )NHENEVER THE HOME 15 OCCUPIED. NHOLE HOUSE FAN: THE PSIHOLE HOUSE FAN SHALL HAVE INSULATED LOUVERS OR A COVER Y4HIC,H CLOSES INHEN THE FAN 15 OFF. COVERS OP, LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2. rfl-V-1-AND URBAN INTERFACE 04.U.U: DYNIELLIN65 LOCATED V41THIN A STATE RESPONSIBILITY AREA SHALL COMPLY INITH THE FOLLOININO: PECKING 5URFACES: THE INALK11,16 SURFACES OF PECKS, PORCHES, BALCONIES 4 STAIRS 19 INITHIN 1 O'OF THE BUILDING, SHALL BE CONSTRUCTED OF ONE OF THE FOLLOAINCS MATERIALS: ORC, 551.41. 1.) I&NITION-RESISTANT MATERIAL THAT COMPLIES P41TH SFM STANDARDS 12--7A-4 4 12 -1A -S. 2-) EXTERIOR FIRE RETARDANT TREATED riOOD. 3.) NONCOMBUSTIBLE MATERIAL. 4.) ANY MATERIAL THAT COMPLIES INITH SFM STANDARD 12 -'7A -4A INHEN ATTACHED EXTERIOR VNIALL COVERING 19 ALSO EITHER NONCOMBUSTIBLE OP. IGNITION- RE515TANT MATERIAL EAVES 4 5OFFIT5; MUST BE NON-COMBU5TIBLE OR IGNITION RESISTANT. OPEN ROOF EAVES ALLOINED IN/ FIRE RESISTANT PLYY400P OR OS5. CRC, R531.1. EAVE VFNT5: TO BE APPROVED EAVE VENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNIN& EMBERS. CRC, RS 51.6.5. EXCEPTION # 1: VULCAN VENTS OP, TESTED EQUIVALENT. EXTERIOR POOR5: MUST BE FIRE RESISTANT. DOOR EXT. SURFACE MUST BE NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR BE SOLID CORE INOOP 1 3/5"THIC,K OP. HAVE A FIRE-RE515TIVE PATIN& OF NOT LESS THAN 20 MINUTES. CRC R 5 31.5. EXTERIOR 6LAZIN6/lNINVOIN5: EXTERIOR GLAZING MUST BE DUAL PANE 4 HAVE AT LEAST (1) PANE OF TEMPERED GLASS. ORC, R3 31.8. EXTERIOR )NALLS: ViALL COVERINC75 TO BE NON-COMBU5TIBLE OR IGNITION RESISTANT. CRC, R55 17.1. FOUNDATION 4 &ABLE ATTIC VENTS: SHALL BE COVERED INI METAL Y41RE MESH OP, NONCOMBUSTIBLE MATERIALS IN/ MIN. OF 1 / 1 6'4 SHALL NOT EXCEED I /5* OPENINGS. CRC P-531.6. FOROH r-FILIN65: MUST BE I&NITION-RESISTANT OR NON-COMBUSTIBLE. CRC, RS 3 1.1.6. ROOF 6UTTF-95: SHALL BE PROVIDED IN/ MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 PEBRIS IN GUTTERS. C,RC, R551.5.4. SAFETY GLAZING: HAZARDOUS LOCATIONS REQUIRIN& SAFETY GLAZING INCLUDE THE FOLLOININS: GLAZING IN DOORS: IN ALL FIXED 4 OPERABLE PANELS OF 5ININC71146, SLIDING 4 BI -FOLD DOORS. EXCEPTION5: 1) OPENING IN INHICH A 5"VIAMETEP. SPHERE 19 UNABLE TO PASS. 2) IN PFCORATIVE GLAZING. CRC, R505.4. 1. 6L-AZIN6 ADJACENT DOORS: CRC, R305.4.2 GLAZIN6 INITHIN A 24"ARC, OF EITHFR VERTICAL EDGE OF THE POOR IN A CL05ED POSITION 4 INHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60"ABOVE THE FLOOR OR INALKING SURFACE. EXCEPTIONS: 1) DECORATIVE GLAZING. 2) INHERE THERE IS AN INTERVENING INALL OR PERMANENT BARRIER BETINEEN THE DOOR 4 &LAZING. 5) GLAZING IN rNIALL5 ON THE LATCH SIDE OF 4 PERPENDICULAR TO THE PLANE OF THE POOP, IN A CLOSED POSITION. 4) IINHERE ACCESS THROU(5H THE DOOR 15 TO A CLOSET OR STORAGE AREA VOR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY )NITH CRO P1305.4.5. 5) &LAZIN6 THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. &L-AZIN6 IN ININPOIN5: r_Rr_ R508.4.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOININ6 CONDITIONS SHALL BE CONSIDERED HAZARDOUS LOCATIONS: 1)THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SOFT. 2) THE BOTTOM EDGE OF THE (SLAZING15 LE55 THAN I WABOVE THE FLOOR. 5.) THE TOP EDGE OF THE GLAZING IS MORE THAN 56"ABOVE THE FLOOR: AND 4) ONE OP, MORE INALKIN& SURFACES ARE rilTHIN 56" MEASURED HORIZONTALLY 4 IN A STRAIGHT LINE OF THE GLAZING. EXCEPTIONS; 1) DECORATIVE GLAZING. 2) F4HEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 54* TO 38' A50VE THE VNIALKIN6 5URFACE. THE RAIL SHALL BE CAPABLE OF V41THSTANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT INITHOUT CONTACTIN6 THE GLASS 4 BE A MINIMUM OF 1 1/2* IN CROSS SECTIONAL HEIGHT. 6L^ZIN& IN GUARDS 4 PAILS: 6KC, P.305.4.4. GLAZING IN &UARPS 4 RAILS SHALL BE CONSIDERED HAZARDOUS. GLAZING 4 )NET SURFACES: CPO R505.4.5. GLAZING IN YI^LL5. ENC,LO5URES OR FENCES CONTAINING OP, FAC,INC7 HOT TUBS, SPAS, r(HIRLPOOL5,5AUNAS, STEAM ROOM5, BATHTUBS, SHO)NERS 4 INDOOR OP. OUTDOOR 5INIMMIN6 POOLS rNIHERE THE I 50TTOM EXPOSED EDGE OF THE GLAZING 19 LF -95 THAN 60* ABOVE A 5TANDINC7 OP, riALKING SURFACE SHALL BE CONSIDERED HAZARDOUS. THIS SHALL APPLY TO SINGLE GLAZING 4 ALL PANES IN MULTIPLE &LAZING. EXCEPTION: GLAZING THAT 15 MORE THAN &O'MEASURED HORIZONTALLY 4 IN A STRAI(5HT LINE FROM THE YNIATER'5 FP(5E OF A BATHTUB, HOT TUB, SPA, riHIRLPOOL OP. SINIMMIN(5 POOL. al-AZING ADJACENT STAIRS 4 RAMPS: CRC, P.505.4.6. GLAZING INHERE THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 56"ABOVE THE PLANE OF THE ADJACENT INALKINC, SURFACE OF 5TAIRINAYS, LANVIN(55 BETINEEN FLIGHTS OF STAIRS 4 RAMPS SHALL BE CON51DERED A HAZARDOUS LOCATION. EXCEPTION: 1) V4HEN A RAIL 15 INSTALLED ON THE ACCESSIBLE SIVE(S) OF THE GLAZING 34"TO 3 b* ABOVE THE INALKING SURFACE. THE RAIL SHALL BE CAPABLE OF INITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PEP, LINEAR FOOT INITHOUT CONTACTING THE GLASS 4 BE A MINIMUM OF 1 1/2'IN CR055 SECTIONAL HEIGHT. 2) GLAZING 5 6' OR MORE MEASURED HORIZONTALLY FROM THE INALKING SURFACE. GLAZING ADJACENT TO THE BOTTOM OF STAIR, LAND11,16: GLAZING ADJACENT TO THE LANVINC, AT THE BOTTOM OF A STAIRINAY INHERE THE GLAZIN& 15 LESS THAN 56" ABOVE THE LANDING 4 rilTHIN 60"HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A OUARV COMPLYING INITH C,RC, R5 1 2 4 THE PLANE OF THE GLASS 15 MORE THAN 1 8' FROM THE &UARV. 6LAZIN6 MORE THAN 1 VABOVE FINISHED &RAPE: ININDOViS HAVING OPENINC79 LOCATED INITHIN 24"OF THE FINISHED FLOOR TO BE PROVIDED V41TH ININVOIN FALL PREVENTION VEVr_E5 OP, OPENING CONTROL DEVICES THAT COMPLY Y41TH ASTM F 20CIO. CRC, R5 12.2.1 ALL HA51TABLE ROOM5:5HALL HAVE AN A66RE&ATE GLAZING AREA OF NOT LESS THAN 5% OF THE FLOOR AREA OF SUC,H ROOMS. NATURAL VENTILATION SHALL BE THROU6H )NINVOINS, DOORS, LOUVERS OP, OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINC75 SHALL BE PROVIDED NITH READY ACCE59 OP, SHALL OTHERY41SE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEIN& VENTILATED. CPO P503. 1. LA5T UPPATIM, 4/10/2017 MAX RAMIREZ - GOLDEN SUN DE516N - ENEP-45Y CAL05 22 1 8 cl SAMSON AVENUE, CORNIN6, CALIFORNIA cl 6021 FHONE: (5 50) 5 2 1 -1 242 CELL EMAIL ADDRESS: MaxeCgidMamszom =ummll =lmu�lwm�w�vl�m - �lmv�lv­"� 585 RIO LINDO AVENUE #200, CHICO, CA 415 q 26 (550) 5q2-440'7 INORK EMAIL ADDRESS: AndyeSummItChIco.c.om NOTE: CONTRACTORS ARE REOUIREP TO BE EPA CERTIFIED IN LEAP SAFE METHOP5 AT RENOVATIONS OF HOMES BUILT PRIOR TO 1 q -1 5. PERMIT #_ -G�q -\ s?-cl DUTrE COUNTY DEVELOPMENT SERVICEb REVIEWED FOR CODE COMPLIANCE DAT -By :11�h - REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 TRI3 AND ASSOCIATES C,:\Users\Steve\Doc.uments\C,hlef Xq Plans\JImerfleld - Addition 4 Shop\jImerfleld - Addition 4 Shoplayout OINNER: XXXXX (550)XXXXXHOME (530)XXXXCELL EMAIL ADDRESS: XXXXXXXX BEEN MADE IN THE PREPARATION OF THIS PLAN To AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME CONNER TO REVIEIN AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. 5ja CIONSULTINIS7 -9TF_1�f4F_N 550-5,10-00,71 1525 CITRUS AVENUE CHICO, CALIFORNIA q 5 912 b sajohnson 1 CO'legmall.com ENERGY CALC,5 BY: 'N�-, -A, - &0LPr=N5UN I rl lvll vrmis,is .,.20 , , c:- A,- " ��, MAX Pvl�� RAMIREZ I I I "I - - =�,r�1111MMTRrMT111 � . '11= fl?z , , "7_5 11 � 1� ,� i - � I - � 11 - , ,� , ,,,, LT4q,,e,.' _, D P " , "�� , - "I ,,,-I* I I it ,�,P� ­­ �.111, ", "" , - I THESE PLANS HAVE BEEN REVIE)NED ONLY FOP, COMPLIANCE INITH ATTACHED STRUCTURAL CALCULATIONS. THE EN&INEEWS STAMP ON THIS FLAN 19 VALID ONLY INITH A LETTER SIGNED BY THIS ENOINEER FOR EACH 'IN so I- (n () r- 'D 4- u- 'D 0, tn () z I I T (3 `() Ul < T F IL - " - 7- 1 v v t - D ul 13 It LL 0 D X -1 < - < v I 0 tu x . m 0 �- 13 I _j 0 5 -1 3: fj 0 _j ul tu v ul I , Y_ z 3 Ck < v ul *1131. _j < (L M < tu ,j) -1 4A* m m v T_ < () QL In �- ks) 10 il) sm 0 LI) lu 3: -1 T 6) 10 10 (A < < It 6) lu Ir - 0 z -1 < v Lu z Lu %D Ll\/ABLE: 15 I -1 5qFt (E) 48 SqFt (N) I ST FL , -441 SqFt (N) 2ND FL 1 806 SqFt TOTAL (48cl 5qFt NEN LIVABLE) OARAOE: 4 5 6 5qFt (E) 5 q 3 SqFt (N) SHOP ,- FOROH: 46 SqFt FRONT (E) DATE: 8/7/2017 SCALE: SHOWN ts(o @/__lL t .181rogay SHEET I (D a COPYRI&HT 201 6 N� - 1525 CITRUS AVENUE CHICO * CA.15q2& CELL. 550-510-001 I EMAIL ADDRESS: sajohnson I o0legmalIx.cm GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.277 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.341, Cs = 0.08 DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 4.0 KIPS ULT. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. WIND EXPOSURE: C C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF REDUCIBLE CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: ICC REPORT. FLOOR 40 PSF E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER E) DEAD LOADS: ANY DISCREPANCIES MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ROOF 18 PSF (INCLUDES 3 PSF SOLAR) PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS FLOOR 20 PSF 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. ABBREVIATIONS GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME ADD'L ADDITIONAL L ANGLE THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJ ADJACENT LLH LONG LEG HORIZ. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. ALT ALTERNATE LLV LONG LEG VERT. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ARCH ARCHITECTURAL LONG LONGITUDINAL H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. BLDG BUILDING LSL LONG SLOTTED HOLE METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT BLKG BLOCKING LVL LAMINATED VENEER LUMBER CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: BM BEAM MAX MAXIMUM FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH BOTT (B) BOTTOM MB MACHINE BOLTS ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BTF BEAT TO FIT MECH MECHANICAL 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED WHERE REQUIRED. BTWN BETWEEN MFR MANUFACTURER FOR THE FOLLOWING TYPES OF CONSTRUCTION: B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CB CARRIAGE BOLTS MIN MINIMUM E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. CCJ CONTROL JOINT MISC. MISCELLANEOUS NOT REQUIRED ON THIS PROJECT W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. CIP CAST -IN-PLACE CONCRETE MTL METAL C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CJ CONSTRUCTION JOINT (N) NEW THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. CLR CLEAR NS NEAR SIDE DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 2. ALL POSTS SHALL BE DF -L #1 U.N.O. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR WITH THIS TYPE OF PROJECT. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COL COLUMN NTS NOT TO SCALE 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. CONC CONCRETE OC ON CENTER 5. CONCEALED BEAMS SHALL BE DF -L #2. CONN CONNECTION OD OUTSIDE DIAMETER 2. SITE WORK / FOUNDATIONS 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 8. ROOF FRAMING CONSTR CONSTRUCTION OH OPPOSITE HAND 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. CONT CONTINUOUS OPNG OPENING A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT8-1 PREFABRICATED ROOF TRUSSES: CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE PROVIDED). F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18�� CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER OF FOUNDATION, NAILS SHALL BE GALVANIZED. A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CTR CENTER PERP PERPENDICULAR B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL CTSK COUNTERSINK PL PLATE HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND DRAWINGS AND CBC 2303.4. DBL DOUBLE PLWD PLYWOOD MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDED NEW AND WITHOUT EXCESSIVE RUST. DF DOUGLAS FIR PLCS PLACES B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF DIA DIAMETER PT PRESSURE TREATED ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE THE CONSTRUCTION OF THE FOUNDATIONS. WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON EA EACH P/T POST -TENSIONED HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL C) TRUSS DESIGN LOADS: EF EACH FACE REINF REINFORCEMENT D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EL ELEVATION (DATUM) REQ'D REQUIRED AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION TOP CHORD DEAD LOAD: 10 PSF ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. BOTTOM CHORD DEAD LOAD 8 PSF EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOTAL LOAD 38 PSF EQ EQUAL RECORD E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE UPLIFT LOAD AS REQUIRED BY THE 2016 CBC ES EACH SIDE SHTG SHEATHING INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 (E) EXISTING SIM SIMILAR F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4"��RIM BOARD (SUCH AS TIMBER D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. EXP EXPANSION SOG SLAB -ON -GRADE FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. STRAND) WITH ALL I JOISTS. USE A DOUBLE RIM OR 1-3/4 LVL RIM AT ALL LOCATIONS WHERE EXT EXTERIOR STD STANDARD LEDGERS ARE USED (SUCH AS DECK LEDGERS). E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES EW EACH WAY STIFF STIFFENER G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. INVOLVED IN GOVERNING CONSTRUCTION. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 6-2 GENERAL FRAMING: F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FJ FLOOR JOIST SS STAINLESS STEEL A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.10.1. LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FLR FNDN FLOOR FOUNDATION SWS SYM SHEAR WALL SCHEDULE SYMMETRICAL I) USE 4 DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE 8-2 CUT AND STACKED ROOF FRAMING: FOHC FOS FREE OF HEART CENTER FACE OF STUD T&B TO(P) TOP & BOTTOM TOP OF (PLYWOOD) MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. FS FAR SIDE TOC TOP -OF -CONCRETE J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING FTG FOOTING APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, GA GAUGE TOF TOS TOP -OF -FOOTING TOP -OF -STEEL ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT GALV GALVANIZED TOW TOP -OF -WALL SECTION 1808 OF THE 2016 CBC. FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. GLB GLUE -LAM BEAM TN TOE NAIL FRAMING FROM THE EFFECTS OF SHRINKAGE. HDG HOT DIPPED GALVANIZED TYP TYPICAL K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: HEADER UNO UNLESS NOTED OTHERWISE NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTINGHDR D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED HGR HANGER (SIMPSON) VERT VERTICAL FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 1. RAFTER MAXIMUM SPANS HORIZ HORIZONTAL WP WORKPOINT STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING A. 2X6 DF -L #2: 9'-0" FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND" 6-3 BEAM FRAMING: B. 2X8 DF -L #2: 12 ID INSIDE DIAMETER WWF WELDED WIRE FABRIC OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS C. 2X10 DF -L #2: 16''--6" INT INTERIOR W/ WITH DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS JST JT JOIST JOINT W/O WITHOUT SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. 2. MINIMUM BRACE SIZE = 2X6 UN -MODIFIED PORTIONS OF THE FOUNDATIONS. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL 3. MAXIMUM BRACE SPACING = 4'-0" O.C. TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE 3. CONCRETE / REINFORCING SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED STOVE, ETCETERA. ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, TYPE III LOW ALKALI. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 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 REVIEWED THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. OF SLAB, OVER �- FOR CODE COMPLIANCE WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH PERMIT#000N:�0UMO�hAIg�YRd10E8 MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB} aVLW� A�� 2 2��7 SLAB WITH#3 AT 15 E.W. ABOVE MID -DEPTH coot:����y WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 11 � TRB AND ASSOCIATES G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 101 -0 WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. QRpFESSIpN9 well C. '/0 c� L.Lj NC69 8z * E . 6 0/8 "p CIVIL OFCA p� ot', ol'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 Ul z W or ~Ln 0 (3) O aU Z 0 , j J W U LL Q WU G W z J Q JW W W U �m co < Q () ND Ln = Dl i- p REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: S N 7 TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER LOCATION ROOF 10d 3- 8d COMMON 2 1/2' X 0.131") DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS, OR TRUSSES 3 - 10d BOX (3" X 0.128") EACH END, TOE NAIL TO TOP PLATE OR OTHER FRAMING BELOW. 3 - 3" X 0.131" NAILS 16d 10d 3 - 3" 14 GA. STAPLES 7/16" CROWN HU68TF/HU610TF/HU612TF 16d 3 - 8d COMMON (2 1/2" X 0.131") TJI/BCI ITS 2 - 3" X 0.131" NAILS EACH END, TOE NAIL BLOCKING BETWEEN RAFTERS, OR TRUSS NOT THE WALL 2 - 3" 14 GA. STAPLES 16d 3 - 16d COMMON 3 1/2- X 0.162 GLU-LAM TOP PLATE, TO RAFTER OR TRUSS. 16d 3 - 3" X 0.131" NAILS END NAIL 1 SHEAR PLY ( 3 - 3" 14 GA. STAPLES . 91 16d COMMON 3 1/2* X 0.162) AT 6" O.C. RBC AT 1'-8" O.C. FLAT BLOCKING TO TRUSS AND WEB FILLER 3" X 0.131" NAILS AT 6' O.C. FACE NAIL ( II II A.B. SIZE AND 3" 14 GA. STAPLES AT 6" O.C. SPACING I A35 AT 1'-8* O.C. 3 - 8d COMMON (2 1/2 X 0.131") 2. CEILING JOIST TO TOP PLATE 3 - 10d BOX (3" X 0.128") 3 - 3" X 0.131" NAILS EACH JOIST, TOE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN I I I I 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3 - 16d COMMON (3 1/2- X 0.162') - 10d BOX (3" X 0.128") FACE NAIL4 OVER PARTITIONS (NO THRUST) 4 - 3" X 0.131" NAILS A35 AT 1'-8* O.C. 380 (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4 - 3" 14 GA. STAPLES, 7/16" CROWN I PER 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JT) PER TABLE 2308.7.3.1 FACE NAIL (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) Q2X MUDSILL 3 - 10d COMMON (3" X 0.148") « 8d ®3 O.C. 5. COLLAR TIE TO RAFTER 4 - 10d BOX (3" X 0.128") 4-3"X0.131"NAILS FACE NAIL 3 4 - 3" 14 GA. STAPLES, 7/16" CROWN 3 - 10d COMMON (3" X 0.148") RBC AT 10" O.C. 6. RAFTER OR ROOF TRUSS TO TOP PLATE 3 - 16d BOX (3" X 0.135") 4 - BOX X 0.128") TOE NAIL° (SEE SECTION 2308.7.5, TABLE 2308.7.5) 4- 3' X0.131' NAILS ®12 « O.C. A35 AT V-0" O.C. 4 - 3" 14 GA. STAPLES, 7/16- CROWN 2 AB 0 V-9" O.C. 2 - 16d COMMON (3 1/2" X 0.162') . 3 - 10d BOX (3" X 0.128") END NAIL 3 - 3" X 0.131" NAILS 3 - 3' 14 GA. STAPLES, 7/16' CROWN 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR 3 - 10d COMMON (3" X 0.148") ROOF RAFTER TO 2 -INCH RIDGE BEAM 3 - 16d BOX (3" X 0.135") 4 - 10d BOX (3" X 0.128") TOE NAIL 4-3"X0.131"NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN WALL 16d COMMON (3 1/2" X 0.162") 24" O.C. FACE NAIL 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 3BOX (3" X 0.128") " 3" X 0.131" NAILS 16" O.C. FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 16d COMMON (3 1/2" X 0.162") 16" O.C. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT 16d BOX 3 1/2" X 0.135" 12" O.C. FACE NAIL 3" X 0.131" NAILS 12" O.C. FACE NAIL INTERSECTING WALL CORNERS (BRACED WALL PANELS) 3 - 3' 14 GA. STAPLES, 7/16- CROWN 16d COMMON (3 1/2- X 0.162") 16" O.C. EA. EDGE FACE NAIL 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d BOX 3 1/2- X 0.135" 12" O.C. EA. EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4 - 8d COMMON 2 1/2" X 0.131 4-10dBOX 3'X0.128' TOE NAIL 16d COMMON (3 1/2" X 0.162") 16" O.C. FACE NAIL BOX (3" X 0.128") 12. TOP PLATE TO TOP PLATE " 3' X 0.131" NAILS 3 12" O.C. FACE NAIL 3 - 3. 14 GA. STAPLES, 7/16" CROWN 8 - 16d COMMON (3 1/2" X 0.162") EACH SIDE OF END JOINT 12 - 10d BOX (3' X 0.128") FACE NAIL (MIN. 24" LAP 13. TOP PLATE TO TOP PLATE, AT END JOINTS 12 - 3" X 0.131" NAILS SPLICE LENGTH EACH SIDE 12 - 3" 14 GA. STAPLES, 7/16" CROWN OF END JOINT) 16d COMMON (3 1/2- X 0.162") 16" O.C. FACE NAIL 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d BOX (3 1/2- X 0.135") BLOCKING (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 12" O.C. FACE NAIL 3" 14 GA. STAPLES, 7/16- CROWN 2 - 16d COMMON (3 1/2" X 0.162') 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 3 - 10d BOX (3" X 0.128") 16" O.C. FACE NAIL BLOCKING AT BRACED WALL PANELS 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN 4 - 8d COMMON (2 1/2" x 0.131') 4 - 10d BOX (3" X 0.128") TOE NAIL 4-3"X0.131"NAILS 4 - 3" 14 GA. STAPLES, 7/16" CROWN 16. STUD TO TOP OR BOTTOM PLATE 2 - 16d COMMON (3 1/2" x 0.162") 3 - 10d BOX (3" X 0.128") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 16d COMMON (3 1/2" X 0.162") 17. TOP OR BOTTOM PLATE TO STUD 3 - 10d BOX (3' X 0.128") 3 - 3" X 0.131" NAILS END NAIL 3 - 3' 14 GA. STAPLES, 7/16" CROWN 2 - 16d COMMON (3 1/2" x 0.162") 18. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3 - BOX (3' X 0.128") 3- 3* X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131") 2 - 10d BOX (3' X 0.128") FACE NAIL 19. 1" BRACE TO EACH STUD AND PLATE 2-3"X0.131"NAILS 2 - 3" 14 GA. STAPLES, 7/16- CROWN 20. 1" x 6' SHEATHING TO EACH BEARING 2 - 8d COMMON (2 1/2" x 0.131") 2-10dBOX (3"X0.128') FACE NAIL ___T3 21. 1' x 8" SHEATHING TO EACH BEARING 3 - Sd COMMON (2 1/2" x 0.131") - 10d BOX (3" X 0.128") FACE NAIL FLOOR 3 - 8d COMMON (2 1/2" x 0.131") 22. JOIST TO SILL, TOP PLATE, OR GIRDER 3 - 10d BOX (3" X 0.128") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 8d COMMON (2 1/2" x 0.131") 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, 10d BOX (3' X 0.128")3' X 0.131" NAILS 6' O.C., TOE NAIL SILL OR OTHER FRAMING BELOW 3" 14 GA. STAPLES, 7/16" CROWN 24. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" x 0.131") 2 - 10d BOX (3" X 0.128") FACE NAIL 25. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" x 0.162") FACE NAIL 26. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 2 - 16d COMMON (3 1/2" x 0.162") EACH BEARING, FACE NAIL 20d COMMON 4" x 0.192" JT OA. rAa MAL AT 1 Ara soTarr StAgauto ax arvaan sao 10d COMMON 3 x 0.128 24" O.C., FACE NAIL AT 3" X 0.131" NAILS TOP & BOTTOM STAGGERED 3" 14 GA. STAPLES, 7/16" CROWN ON OPPOSITE SIDES 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 2 - 20d COMMON (4" x 0.192") 3 - 10d COMMON (3" x 0.126") ENDS AND AT EACH 3 - 3" X 0.131" NAILS SPLICE, FACE NAIL 3 - 3" 14 GA. STAPLES, 7/16" CROWN 3 - 16d COMMON (3 1/2" x 0.162") 2 8. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4 - 10d BOX (3" X 0.128") 4 - 3" X 0.131" NAILS EACH JOIST OR RAFTER FACE NAIL 4 - 3" 14 GA. STAPLES, 7/16" CROWN 3 - 16d COMMON (3 1/2" x 0.162') 29. JOIST TO BAND JOIST OR RIM JOIST 4 - BOX (3" X 0.128") " 4 - 3 3" X 0.131" NAILS END NAIL 4 - 3" 14 GA. STAPLES, 7/16" CROWN 2 - 8d COMMON (2 1/2" x 0.131') 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2 - 10d BOX (3" X 0.128') 2-3"X0.131"NAILS EACH END, TOE NAIL 2 - 3" 14 GA. STAPLES, 7/16" CROWN WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF & INTERIOR WALL SHEATHING TO FRAMING & PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (IN) FIELD (IN) Bd COMMON OR DEFORMED (2' x 0.1137 (SUBFLOOR & WALL) 6 12 ed BOX OR DEFORMED (2 1/2' x 0.113") (ROOF) 6 12 2 3/8" x 0.113" NAIL (SUBFLOOR AND WALL) 6 12 1 3/4' 18 GA. STAPLE, 7/18' CROWN (SUBFLOOR AND WALL) 4 8 31. 3/8" - 1/2- 2 3/8' x 0.113' NAIL (ROOF) 4 8 1 3/4' 18 GA. STAPLE, 7/18- CROWN (ROOF) 3 6 8d COMMON OR DEFORMED (2 1/2' x 0.113') 6 12 ed DEFORMED 2' x 0.113 2 3/8' x -/113' NAIL 4 8 32. 19 32" - 3 4" / / 2' 18 GA. STAPLE. 7/18- CROWN MED (3. x 0.148") 6 12 33. 7/S" - 1 1/4" ea =RMm� 34 - 41 (NON-STRUCTURAL SHEATHING ATTACHMENT, SEE FULL TABLE IN CURRENT BUILDING CODE OR MANUFACTURER CODE REPORT) Intermediate supports where spans are 4a Inches or more. ror nanmg OT w000 auruacura Pana aha hear walls, refer to Section 2305. Nally for wall sheathing are permitted to be common, box° or casing. n center at edges and 12 Inches on center at Intermediate supports for non-structural applications. Panel s N strength axis In the long direction on the panel, unless otherwise marked). o an adjacent parallel ceiling Joist In accordance with this schedule and the caping joist is fastened to the s schedule, the number of toenails In the rafter shall be permitted to the reduced by one nap. AL FASTENING SCHEDULE 10 SDI TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE �AD 1 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O 5 1/2- MAX A N N;orA PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH PER 6/SD1 III I I I 1 1/2" I I M AX, TYP. WALL FRAMING PER PLAN, TYP PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE TOP PLATE PER 6/SD1 WALL CONTINUES WHERE OCCURS PER PLAN 5 16d +++ + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE STRAP, U.N.O., PER DETAIL BELOW --\- CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP;--' ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES UNDER SPLICE, TYP. ' ii INTERSECTING WALL OR CORNER WHERE OCCURS -----I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL NO SCALE TOP PLATE PER 6/SD1 SECOND LEVEL WHERE OCCURS PER PLAN - SOLE PLATE FASTENIN PER SHEAR WALL SCH 8 DBL 2X TOP PLATE CORNER WHERE OCCURS 1,2 SD3 (5) 16d NAILS AT LAPPED CORNERS, TYPE COMPRESSION POST AS REQ'D PER STRAP SCHED. 3X STUD WHERE REQ'D PER SHEAR WALL SCHED. 7 SD1 TOP PLATE II SD2 PER 6/SD1 L�, 6 STUD WALL ELEVATION KEY 1 MAX STUD SPACING Ile TRIMMER/S PER SCHEDULE -'IIr- T B, :11 1 TYP • OPENING 16 IIl O USI 111 © 11 11 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMER/S PER SCHEDULE ® KING STUDS PER SCHEDULE © 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 6 SCREWS 6" 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. re POST M1 6 SDI 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.) 1 SILL II I1 7" MIN �I PLATE WASHER I I LI '-� 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 6 I.1 1 wEE1M1T` oNELOPMENT SERVICE Bd'!"M COUNTY RN15-WED FOR COM - TOP +COM�IAt�C sY REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 TRD AND ASSOCIATES HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROMMINIMUM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN STEM FASTENERS WALL AT POST WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16- SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SST1320 I SSTB24 10 SCREWS 6" --11- 1 --TT---A I�-- -- 1 STUD/S PROVIDE GAP BETWEEN 11 1°1 I°I F.N. PER SHEAR UP TO 10'-0" (2) 2X6 D PANELS AS REQ'D. I I I I I { WALL SCHED. (3) BY MFR., 1/8 IN. II I i II II "FTF" STRAP NAIL SIZE NAIL SIZE I°I II IWALI_ E.N. PER SHEAR PER PLAN WERE TYPE I I I I I SCHED. k' OCCURS AND SPACING BLOCK AS Q'D. I RE I I II I II II MUDSILL AT ALL EDGES, TYP. I I I I I COMPRESSION POST AS REQ'D A35 AT 2'-8" O.C. IL_ 1 SHEAR PLY ( PER HD SCHED i . 91 PER SHEAR RBC AT 1'-8" O.C. 16" MAX STUD I I I WALL SCHED. I°I I°I ( II II A.B. SIZE AND Sd ® 4" O.C. SPACING I A35 AT 1'-8* O.C. I II I I II II I SPACING PER RBC AT 1 -2 O.C. I I I I SCHED. 2X MUDSILL I I 1 LI I I°I I°I II II I I I H.D. A35 AT 1'-8* O.C. 380 SILL PLATE SIZE I I 1) I°I I°I I I PER SCHED 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SHEAR WALL TYPE "N" FOR A MINIMUM OPENING WIDTH TRIMMER/S KING STUD/S UP TO 5'-0" (1) 2X6 (1) 2X6 UP TO 10'-0" (2) 2X6 (2) 2X6 UP TO 16'-0" (2) 2X6 (3) 2X6 PER PLAN WHERE OCCURS TYPICAL STUD WALL ELEVATION NO SCALE SDI PER SCHED. I°I I II II 11 II I{ II II �I I°I 12" FOUNDATION PER PLAN MAX. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 0 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 SCHEDULE 2 NO SCALE �Dl SHEAR WALL LEGENDSTRUCTURAL 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) Q2X MUDSILL 12d ®7 « O.C.d ®6 « O.C.d ®12 « O.C. A35 AT 2'-8" O.C. 260 6 AB ® 3'-9" O.C. . . RBC AT 1'-8" O.C. A2X MUDSILL 12d 0 5" O.C. Sd ® 4" O.C. 8d ® 12" O.C. A35 AT 1'-8* O.C. 350 AB ®2 9 O.C. RBC AT 1 -2 O.C. 2X MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8* O.C. 380 4 O -3 O.C. AB 1 RBC AT 1 -0 O.C. Q2X MUDSILL « 12d ®4 O.C. « 8d ®3 O.C. « 8d ®12 O.C. A35 AT V-5" O.0 . 490 3 AB ® V-0" O.C. RBC AT 10" O.C. Q3X MUDSILL12d ®3 O.C.d ®2 « O.C.d ®12 « O.C. A35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. . . RBC AT 8" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAIUNG. 5.) ALLOWABLE LOADS MAY BE MULTIPUED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE S D 1 Q�OFESS/0/9 C. L/ lF2 C � � N 69 8Fn * E 0/1 JT C l V 1 glFOF CALIF p� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J LJJ z m O� Q L M Q Q QU ryo J W U :D LL .-17 1-- LU c U UG W =, z JQ J W W J ��( Co W Ln Cp/� Q to 2 cn Ln r*4 Q O� U REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: SD1 FLOOR PLY AND NAILING PER PLAN TF MTL HGR WHERE 1 3/4 LVL OCCURS RIM OR BEAM PER PLAN JOIST PER LSSU28 HGR., OR PLAN (2) A35 CLIPS \ EACH STRINGER 3/4" PLYWOOD RISERS WITH \ (2) 16d RINGSHANK NAILS I I \ AT EACH STAIR STRINGER I I WALL WHERE• 2X TREADS OCCURS \ 2X STRINGERS 12" O.C. MAX 2 UNSUPPORTED SPAN = 7'-6"` MIDSPAN SUPPORT AS REQUIRED ---- TYPICAL TOP OF STAIR DETAIL 2X TREADS \ 1��l 2X4 BEHIND STRINGER WITH (3) \ 16d RINGSHANK \ \ NAILS AT EACH STU \ \ \ \4 " \ (3) 16d RINGSHANK NAILS STRINGER TO 2X4 AT EACH STUD 2X STRINGERS 12" MAX UNSUPPORIEI SPAN = 7'-I6"� TYPICAL STAIR DETAIL NO SCALE WALL FRAMING :A) PER PLAN, TYP N 12 SD2 " PLYWOOD \\ I I ��RISERS WITH (2) 16d RINGSHANK \I; NAILS AT EACH �\ \ STAIR STRINGER \ \ TREADS 3/4" PLYWOOD RISERS WITH ,---'(2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER 2X STRINGERS �- 12" O.C. MAX \ - UNSUPPORTED SPAN = 7'-6" a �O 2X4 P.T. DF CONT. WITH 3/8" DIA EXP. ANCHOR AT EACH STRINGER - 3/4" PLYWOOD RISERS WITH 2X STRINGERS 12" O.C. �(2) 16d RINGSHANK NAILS MAX UNSUPPORTED AT EACH STAIR STRINGER SPAN = T-6" 2X TREADS a co �• 2X4 CONT. WITH (3) 4 FLOOR PLY AND 16d AT EACH STRINGER NAILING PER PLAN + + + PERPENDICULAR COND.: BEAM PER PLAN OR DBL I 1 3/4 X 11 7/8 LVL WITH 16d AT 6 O.C. TOP AND BOTTOM PARALLEL COND.: AT EACH STRINGER DBL 1 3/4 X 11 7/8 LVL WITH 16d AT 6" O.C. TOP AND BOTTOM AT EACH STRINGER TYPICAL STAIR DETAIL NO SCALE PLYWOOD SHEATHING AND NAILING PER PLAN E.N.- 2X6 DF#2 FLOOR JOISTS AT 16" O.C., OR 2X6 BLOCKS AT 16" O.C. AT PARALLEL CONDITION. E.N: TF MTL HGR' CONT. 2X LEDGER WITH (2) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2- EMBE LSD NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN POST BASE PER PLAN, SLAB -ON -GRADE - CENTERED ON FOOLING PER PLAN _ BELOW 10) o .o Z O9.Oo°.O. Iii —Iji- J i I � I a w a 0 0- 3" CLR ' III—IIIA PER PLAN REINF. PER PLAN -Z TYPICAL POST FOUNDATION DETAIL 6 NO SCALE SD2 WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS- - / 1 /2" ISOLATION JOINT jS18 STRAP AT 32" O.C. CONCRETE SLAB -ON -GRADE TO WALL FRAMING EN /PER PLAN. SLOPE PER ARCH E.N. PER ARCH 6" MIN II ELEV. PER ARCH • II • -2X SOLID BLOCKSLl il o ° o 00C —BALLOON STUDS #4 AT 24" OC VERT, #4o o AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6 „ _ 8 #4 CONT TOP AND BOTT 3" CLR, TYP /�-jl \SPREAD FOOTING PER PLAN WHERE OCCURS 11 TYPICAL STAIR LEDGER DETAIL S SD2 NO SCALE SD2 WALL FRAMING PER PLAN, TYP SHEAR AT INSIDE FACE SHEAR PER PLAN ► WHERE OCCURS PER PLAN SOLE NAILING PER 1/SD1 A34 EACH SIDE OF POSTS AND MULTIPLE KING STUDS, TYP NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. RIM TO DRAG PER PLAN, WHERE OCCURS BLOCK WHERE OCCURS FLOOR PLY AND NAILING PER PLAN 1 1/4- LSL RIM WITH E.N. (2) 12d PER FJ \ E.N. PLY AT BLK'G FJ PER PLAN OR 2 -BAYS OF BLOCK E.N. ` AT 24" O.C. AT PARALLEL FJ PROVIDE GAP BETWEEN PANELS ��� CONDITION. 2" MIN. BEARING, TYP AS REQ'D. BY MFR., 1/8" MIN. -�� SLAB -ON -GRADE E.N • �' BLOCK SOLID AT MULTIPLE PER PLAN STUDS AND HOLD DOWNS 8d TOENAIL AT 6" O.C. WHERE NO WALL SHEETING / A35 CLIP PER SHEAR WALL E.N./ SCHEDULE, OTHERWISE 4'-0" O.C., TYP. . TOP PLATE PER 6/SD1 Jo° oO°-�Oo° oO°. U°_(D.U�° 000�00oOo.�o�o�o�oo�O°U°Oo - (3) 8d T.N. PER FJ/BLOCK O000•OoOo SHEAR PER PLAN► SHEAR AT INSIDE FACE -1 I I WALL FRAMING WHERE OCCURS PER PLAN - PER PLAN, TYP 12" THICK SLAB BEAM WHERE OCCURS AT STRINGERS TYPICAL STAIR TO FOUNDATION DETAIL C 10 NO SCALE SD2 DETAIL NO SCALE 7 SD2 TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE PERMIT # l l QUITE 0C?l I)f DE-Vt-100MENT SERVIOL i tit°Vir-MrIll F. ' " f_ r IrlLl04,ct ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.\ SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE 5 SD2 4 SD2 THICKNESS 3" CLR A 3" CL 6" O.C., TYP N 3" CLR REINFORCE WITH #4 FTG TYPE PER PLAN AT 6" O.C. E.W. TYPICAL SPREAD FOOTING SCHEDULE 3 NO SCALE SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 1/SD2 WITH #4 TOP I HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT \; j DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT I:: ar 1/2" ISOLATION PAVEMENT AND SLOPEI JOINT BEYOND ELEV. PER ARCH 'Z SUBGRADE BY OTHERS • ONCRETE SLAB -ON -GRADE NATURAL o^� PER PLAN. SLOPE PER O ° GRADE LINE-- •i• I ° o ARCH II 12" MIN 1 1/2" (2) LAYERS OF CLR• _ BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS UNE x`12 TYP GARAGE DOOR OPENING FNDN DTL 2. NO SCALE REVIEWED SD2 FOR CODE COMPLIANCE AUG 2 4 2017 TRB AND ASSOCIATES WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS- / 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN I i ELEV. PER ARCH SLOPE GRADE 8" MIN AWAY FROM FNDN1,41 II 0 0 #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" " #4 CONT TOP AND BOTT 3" CLR, TYP 12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 1 NO SCALE SD2 Q10ISS/aN9 C. ✓� l F� c� N 69 8z 0/1 CIV1 F CALF 0� 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 Q LU zM O� Lr) 0 C� Q Q U 1 W U D U- = cWU G W U z J Q rW W e W J Y m 06 Q V) Q = Ol Q O� U r REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B. U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE 3 NO SCALE SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 1/SD2 WITH #4 TOP I HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT \; j DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT I:: ar 1/2" ISOLATION PAVEMENT AND SLOPEI JOINT BEYOND ELEV. PER ARCH 'Z SUBGRADE BY OTHERS • ONCRETE SLAB -ON -GRADE NATURAL o^� PER PLAN. SLOPE PER O ° GRADE LINE-- •i• I ° o ARCH II 12" MIN 1 1/2" (2) LAYERS OF CLR• _ BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS UNE x`12 TYP GARAGE DOOR OPENING FNDN DTL 2. NO SCALE REVIEWED SD2 FOR CODE COMPLIANCE AUG 2 4 2017 TRB AND ASSOCIATES WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS- / 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN I i ELEV. PER ARCH SLOPE GRADE 8" MIN AWAY FROM FNDN1,41 II 0 0 #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" " #4 CONT TOP AND BOTT 3" CLR, TYP 12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 1 NO SCALE SD2 Q10ISS/aN9 C. ✓� l F� c� N 69 8z 0/1 CIV1 F CALF 0� 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 Q LU zM O� Lr) 0 C� Q Q U 1 W U D U- = cWU G W U z J Q rW W e W J Y m 06 Q V) Q = Ol Q O� U r REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: SD2 PER ARCH IRV TOP PLATE / PER 9/SD1-/ WALL FRAMING PER PLAN, TYP-- NOTE: WATERPROOFING, FLASHING, SOLID BLOCK TYP', I I I I BLK G/HDR +� AND DRAINAGE BY OTHERS WIDTH l2 OPENING 2X BLOCK HT. MIN. TO END F T. MIN. TO EN FLAT, TYP I I OF SHEAR WALL--TRIMMER ARY WATERPROOFING AND OF SHEAR WALL t1— DRAINAGE BY OTHERS SHEAR PER PLAN WIDTH) LONG ABOVE AND BELOW -+ -+ I I I TYP OPENING WITH 10d NAILS AT 2 1/16 z II II II E.N. I O.C. CENTERED ON OPENING. WRAP 2X STUDS AT 16" O.C. I`I I.I ►.I ROOF PLY AND + II AT CORNERS WHERE THEY OCCUR. STRAP AT RAFTER PER PLAN WITH (2) 16d T.N. TO PER PLAN PROVIDE CONTINUOUS STRAP OVER NAILING PER PLAN -48" I I I I 48" O.C. TO 2X LEDGER WITH (2) 16d AT 16" O.C. I I I I _ _ WALL FRAMING ROOF SHEATHING AND ��° 11 I °r �o� 2X BLOCK I I PROVIDE WEB STIFFENERS BOTH SIDES OF E.N. II°I II II BLK'G/SILL NAILING PER PLAN ' I`I I°I A SHEAR PLY PER PLAN, OTHERWISE ADJACENT I -JOIST AND FASTEN 4x II III.I ^' II PROVIDE 3/8" MIN APA RATED II SOLE NAIL PER 1 /SD1 CANTILEVERED BEAMS WITH SIMPSON SDS 2X BLOCK AT SCREWS 1/4" DIA. x 6" AT 12" O.C. 48" O.C. TYP. E.N. E.N. FLOOR PLY AND NAILING PER PLAN STAGGERED TOP AND BOTTOM, TYPICAL 2X SOLID BLOCKS 2X BLOCK WITH A35 CLIP 16d AT 8" O.C. INTO AT 24" O.C., TYPICAL _ _ 2X SOLID BLOCKING CONT. 2X6 LEDGER SLOPED AT RAFTER BALLOON STUDS AT 16 O.C., H3 AT EACH RAFTER + ......... ............ PLANE WITH (2) US A 16d PER WALL STUD PROVIDE HUC HANGERS TOP PLATE PER 6/SDI L AT EACH END OF BEAM HEADER WHERE OCCURS FLOOR JOIST PER PLAN SHEAR PER PLAN - CS16 X 7'-0" LENGTH CANTILEVER PER PLAN BACKSPAN = 2 x LENGTH OF CANTILEVER CANTILEVERED ENTRY ROOF 6 NO SCALE SD3 SHEAR PLY AND NAILING PER PLS HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - EAR PLY AND whILING PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE 1/2 STRAP LENGTH TOP PLATE PER 9/SD1 TOP PLATE PER 6/SDI --E.N. -r- - - - - TYP +I STRAP SHEAR PLY AND 2X4 BLK'G NAILING PER PLAN E.N. A HEADER N KING STUDS PER PLAN\ /# MAY VARY 0 Im E.N. PLY AT PLY WITH 8d NAILS AT 6" O.C. 1°I 1.1 I IITYP 1°I 1°I CORNER WHERE OCCURS Ld EDGES AND 12" O.C. FIELDILL-tI- - - ll- - - - - 11- - -� TYPICAL OFFSET TOP PLATE DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. 10 TYPICAL OPENING STRAPPING DETAIL 7 SD3 NO SCALE SD3 E.N., TYP\, 2X8 T&G BY OTHERS WITH (3) 16d AT EACH SUPPORT, TYP (2) 1/4" DIA. SDS SCREWS WITH 3" MIN EMBED IN BEAM, TYP EACH RAFTER-,, H\ , H/6 MA 16d AT 7" O.C. LSTA30 STRAP AT /EACH PAIR OF RAFTERS ROOF PLY AND FASTENING PER PLAN, TYP 3X BLOCK WITH A35 CLIP AT 2'-0" O.C. RAFTER PER PLAN, TYP NOTES: 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. 3. STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL 3 NO SCALE ROOF PLY AND NAILING PER PLAN 2'-0" MAX 2'-0" .N. FASCIA BY OTHERS E.N. 3) 16d TOENAILS 2X6 FLAT OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCHTOP CHORD TO 1 DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER MFR. PRIOR TO CUTTING. 1 GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER PLYWOOD PER SWS THAN 6'-0" WITH TYPE "6" MIN. 16d AT 12" O.C. A35 CLIP PER SHEAR WALL 2X6 BRACE SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. EACH E NAILS EACH END SD3 PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN.-_,_jL • E.N., TYP 2X BLOCKING AT 4'-0" O.C., `BEAM PER PLAN DBL TOP PLATE T&B, (3) 12d T.N. EA. END NOTES: PER 6/SD1 3) 16d T.N. EA BLOCK 1.) WATERPROOFING AND FLASHING BY OTHERS. SHEAR PER PLAN WALL FRAMING PER PLAN 2.) PREDRILL SDS SCREW HOLES 5/32" DIA. AS REQUIRED TO AVOID SPLITTING. TYPICAL RIDGE DETAIL 5 TYPICAL GABLE END TRUSS DETAIL NO SCALE SD3 NO SCALE ROOF PLY AND FASTENING PER PLAN 2X8 T&G BY OTHERS WITH (3) 16d AT EACH SUPPORT, TYPE '�504 3X BLOCK WITH A35 CLIP AT 2'-0" O.C: SD3 REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 PERMIT t7I`l -[7 2°� TRD AND ASSOCIATES UU T� COUNTY DEVELOPMENT SERVICES rVI- - CODM'PLiIA EC CE Eta--_��- 1 BY I�-�S ROOF PLY AND RBC CLIP PER SHEAR NAILING PER PI WALL SCHEDULE, OTHERWISE 4'-O" O.C., TYP. SOLID BLOCKING H2.5T EA. TRUSS RAFTER PER PLAN AND (2) AT MULTI -PLY TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 6/SD1 (2) 1/4- DIA. SDS SCREWS WITH 3" MIN EMBED IN SHEAR PER PLAN—L BEAM, TYP EACH RAFTER "BEAM PER PLAN WHERE OCCURS NOTE: PREDRILL SDS SCREW HOLES 5/32" DIA. AS REQUIRED TO AVOID SPLITTING. TYPICAL EAVE DETAIL 4 TYPICAL EAVE DETAIL NO SCALE SD3 NO SCALE ROOF TRUSSES BY OTHERS ALL FRAMING PER PLAN i i I SD3 oQ�(3FESS/44 C. LLJ 0 6 88z * o 1s J� C 1 V 1 gTFOF CAUL 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 LLJ z m O� E- 0) ow J p� rte: Q V,: 0 wU � _ U w U G W J 1� w w � m co Q QLn N r Oi Q O� U REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: SD3 c SOLID BLOCK TYP', I I I I BLK G/HDR +� � � 1 /2 OPENING OPENING WIDTH l2 OPENING 2X BLOCK HT. MIN. TO END F T. MIN. TO EN FLAT, TYP I I OF SHEAR WALL--TRIMMER ARY OF SHEAR WALL t1— CS16 STRAP X (10 -0" +OPENING J T +S + +---E.N. WIDTH) LONG ABOVE AND BELOW -+ -+ I I I TYP OPENING WITH 10d NAILS AT 2 1/16 z II II II SHEAR PLY I O.C. CENTERED ON OPENING. WRAP w O_ I`I I.I ►.I AND NAILING + II AT CORNERS WHERE THEY OCCUR. 0 PER PLAN PROVIDE CONTINUOUS STRAP OVER I°I 11 II I I I I MULTIPLE WINDOWS WHERE OCCURS I I I I _ _ ++ ��° 11 I °r �o� -- E.N. PLY AT I I II II°I II II BLK'G/SILL I`I I°I A SHEAR PLY PER PLAN, OTHERWISE BOTTOM PLA I II III.I ^' II PROVIDE 3/8" MIN APA RATED II PLY WITH 8d NAILS AT 6" O.C. 1°I 1.1 I IITYP 1°I 1°I CORNER WHERE OCCURS Ld EDGES AND 12" O.C. FIELDILL-tI- - - ll- - - - - 11- - -� TYPICAL OFFSET TOP PLATE DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. 10 TYPICAL OPENING STRAPPING DETAIL 7 SD3 NO SCALE SD3 E.N., TYP\, 2X8 T&G BY OTHERS WITH (3) 16d AT EACH SUPPORT, TYP (2) 1/4" DIA. SDS SCREWS WITH 3" MIN EMBED IN BEAM, TYP EACH RAFTER-,, H\ , H/6 MA 16d AT 7" O.C. LSTA30 STRAP AT /EACH PAIR OF RAFTERS ROOF PLY AND FASTENING PER PLAN, TYP 3X BLOCK WITH A35 CLIP AT 2'-0" O.C. RAFTER PER PLAN, TYP NOTES: 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. 3. STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL 3 NO SCALE ROOF PLY AND NAILING PER PLAN 2'-0" MAX 2'-0" .N. FASCIA BY OTHERS E.N. 3) 16d TOENAILS 2X6 FLAT OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCHTOP CHORD TO 1 DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER MFR. PRIOR TO CUTTING. 1 GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER PLYWOOD PER SWS THAN 6'-0" WITH TYPE "6" MIN. 16d AT 12" O.C. A35 CLIP PER SHEAR WALL 2X6 BRACE SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. EACH E NAILS EACH END SD3 PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN.-_,_jL • E.N., TYP 2X BLOCKING AT 4'-0" O.C., `BEAM PER PLAN DBL TOP PLATE T&B, (3) 12d T.N. EA. END NOTES: PER 6/SD1 3) 16d T.N. EA BLOCK 1.) WATERPROOFING AND FLASHING BY OTHERS. SHEAR PER PLAN WALL FRAMING PER PLAN 2.) PREDRILL SDS SCREW HOLES 5/32" DIA. AS REQUIRED TO AVOID SPLITTING. TYPICAL RIDGE DETAIL 5 TYPICAL GABLE END TRUSS DETAIL NO SCALE SD3 NO SCALE ROOF PLY AND FASTENING PER PLAN 2X8 T&G BY OTHERS WITH (3) 16d AT EACH SUPPORT, TYPE '�504 3X BLOCK WITH A35 CLIP AT 2'-0" O.C: SD3 REVIEWED FOR CODE COMPLIANCE AUG 2 4 2017 PERMIT t7I`l -[7 2°� TRD AND ASSOCIATES UU T� COUNTY DEVELOPMENT SERVICES rVI- - CODM'PLiIA EC CE Eta--_��- 1 BY I�-�S ROOF PLY AND RBC CLIP PER SHEAR NAILING PER PI WALL SCHEDULE, OTHERWISE 4'-O" O.C., TYP. SOLID BLOCKING H2.5T EA. TRUSS RAFTER PER PLAN AND (2) AT MULTI -PLY TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 6/SD1 (2) 1/4- DIA. SDS SCREWS WITH 3" MIN EMBED IN SHEAR PER PLAN—L BEAM, TYP EACH RAFTER "BEAM PER PLAN WHERE OCCURS NOTE: PREDRILL SDS SCREW HOLES 5/32" DIA. AS REQUIRED TO AVOID SPLITTING. TYPICAL EAVE DETAIL 4 TYPICAL EAVE DETAIL NO SCALE SD3 NO SCALE ROOF TRUSSES BY OTHERS ALL FRAMING PER PLAN i i I SD3 oQ�(3FESS/44 C. LLJ 0 6 88z * o 1s J� C 1 V 1 gTFOF CAUL 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 LLJ z m O� E- 0) ow J p� rte: Q V,: 0 wU � _ U w U G W J 1� w w � m co Q QLn N r Oi Q O� U REVISIONS: DATE: 06/13/17 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 17-215 SHEET: SD3 c i r J ___ . -. _ _ _ __ _ _-- -.1 _� _ - - _- -- _ - _____ ___ _ - __ _ _-- -.-T- - . �_rrt^ .,