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HomeMy WebLinkAboutB15-0470 027-010-005GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE 2013 CALIF. RESIDENTIAL CODE AS WELL AS ANY APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR INCONSISTENCIES. THE DESIGNER SHALL APPROVE ANY ADJUSTMENTS TO THE PLAN. 3. FOR ANY CERTAIN FEATURES OF CONSTRUCTION AND FINISH THAT ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN. ALL FINISHES SHALL BE VERIFIED WITH OWNER. 4. DIMENSIONS NOTED AS "CLR." ARE MIN. CLEARANCE AND MUST BE MAINTAINED AS NET CLEARANCE. 5. ALL WEATHER PROOFING & FLASHING IS THE RESPONSIBILITY OF THE BUILDER. LATERAL BRACING: PROVIDE CONTINUOUS PW SHEATHING ALL EXTERIOR WALLS AS PER NOTE BELLOW. 17 DENOTES 3/8" MIN APA RATED PW OR OSB SHEETING OVER 2X STUDS SPACED 16"O/C. NAILING = 8d VCS 6" O/C EDGE (EN) AND 12"O/C FIELD. EN TO TOP AND BOTTOM PLATES (SILL). BLOCK ALL PW EDGES FOR EDGE NAILING. L= BRACE PANEL LENGTH. ,Z DENOTES 1/2" GYP BOARD APPLIED TO 2X4 FRAMING 16"oc. NAILING = 1 1/4"X 5d NAILS OR SCREWS PER TABLE R 702.3.5. L= BRACE PANEL LENGTH. DENOTES ALTERNATE BRIACED WALL. _ L=2'8'MIN. SEE DETAILAI-3 �6-OTJ0, ,2 DENOTES BRACED q PORTA-SECTION;R602.10.37 L=16"MIN. SEE DETAIL. ��3? 1 €° G -o 4�1 of TO V"T PW 10*46. Ism MON, W%IV. i'p _ t/4 :tz'' -fn tyAL Tor 05 V41�Aw)s 9 f l,4 A" rf. 040 'mit = c V4 M', T-tf1ot, YwoT6 w4w IS -0/4" e tir rldrr . W4 Vv I&Prv, tj� od vir q1DW;MV16G TO 6><s vWIA4,0 r� V `I I t 72v,�S` �c�vJljK /� I ?U ��'Ql1Lr �t01< T5 -n -Vmi; Od. MA"J s r f39ll, Wo ... � � �, h I►� i2'rf�9� �v f� S1�r►c, "o S �1 TO, sewlmr W 1 �� ?Rn�tsi�o><yttt � 1 1, revrii`l pfi e, F -b 256' Sri,14W t`= too pQ# 01.10010. 005 1,zv�, Lfo% 10,$AC Title 24 Requirements enemy Requirements Refer to attachlad energy certificate of compliance for specific energy requirements for this Fire sprinklers will be required for this structure 5� X SCOPE OF WORK: THE PROJECT CONSISTS OF CONSTRUCTION A NEW R3 BUILDING WITH ATTACHED GARAGE AND COVERED AREAS (U). THE DESIGN IS IN COMPLIANCE WITH PRESCRIBED BRACING PER R602.10.3.3. THE 2013 CRC, CEC, CMC, CPC, ARE APPLICABLE TO THIS PROJECT. THE 2013 CALIF ENERGY CODE AND CALIF. GREEN BUILDINGS STANDARDS CODE IS APPLICABLE. SPRINKLER SYSTEM IS REQUIRED TO BE INSTALLED AS PER R313.3.1. SEE DESIGN BY SPRINKLER CONTRACTOR. ATTACHMENTS TO THIS PLAN INCLUDE: TITLE 24 CIRTIFICATE OF COMPLIANCE BY ENG. TRUSS CALC BY TRUSS MFG. Design: New Cbnstruction Seismic Design Category: SDC -Do Wind design speed �?85 mph'3 second wind gust Exposure B , Roof - 20 LL 10DL psi.""" `' �!/a 0 M Vb Floor= 40LL 20DL psf. Foundation allowable bearing =1500psf Conventional wood framing. Specific Occupancy' Type of Building Use Type Construction Sq Ft SFR R-3 V B 1473 Garage U V B 740 Covered Area U V -B 253 .s o ABBREVIATIONS: UNO= UNLESS NOTED OTHERWISE. TYP=TYPICAL. MFG= MANUFACTURE. BY BLDR.= PROVIDED BY BUILDER NTS= NOT TO SCALE CLR=MINIMUM CLEARANCE. FF= FINISH FLOOR. EG= EXISTING GRADE. FG= FINAL GRADE. PL= PLATE LINE CONT.= CONTINIOUS. FTG= FOOTING. PB= PIER BLOCK. ENPW= EDGE NAIL PLY WOOD PER NOTES. GE= GABLE END. GT= GIRDER TRUSS. HDR= HEADER. GV= GABLE VENT S= SEWER CONNECTION. ST= SEPTIC TANK LP=LIQUID PROPANE PGE= POWER SUPPLY HB= HOSE BIB )� SHEETINDEX: 6UT_MC0U_NTbmEVU0r1v1C1N I ERV— 5 --SHEET 1: SITE MAP. SCOPE OF WORK. REV18WED FOR FLOOR PLAN. CODE j� 1-1INCE 'L_sv ("' _SHEET 2: ROOF PLAN I �r DETAILS SHEET 3: FOUNDATION PLAN DETAILS `J BUTTE SHEET4: FRAMING DETAILS, SECTIONS CONY STRUCTURAL NOTES MAR032015 SHEET 5: ELEVATIONS pMEN R327 NOTES OE,VEL gjCES BERN SHEET 6: ELECTRICAL, MECH, PLUMBING NOTES i REVISIONS BY F a r @qi kn ' o z .s o I- s` U/ kn n .ice Z rI 2 " LA w U " - z 4n� O O W Z O N Z O D ZZo _ Q 0(30) Qp°'o VtYQo 0WUo F-�Wo _ � o �WWa ILM0 d J M AO W W V��o ZaW,Q LUX� QQWV _I Lij(O U_ N IX0<CV) 3R00L? ZMVO2 CHEC DATE SCALE JOB NO. 15- alarm SHEET a a •, OF ��"� BHEETS i CONNECTION OF LATERAL BRACE WALLS (LBW) TO TRUSSES: MTB= DENOTES MFG. TRUSS BLOCKING (SHEAR BLOCKING) FOR TRUSSES OVER PERPENDICULAR LATERAL BRACE WALLS. SEE DETAIL ON. TRUSS BLOCKING = 350 PLF. METHOD EXCEEDS PRESCRIBED METHOD PER R602.10.8.2(3). ALL PARALLEL TRUSSES CONECT TO LATERAL BRACE WALLS BY 2X4 BLOCKING 16"O/C OR DTC AS NOTED. SEE DETAIL "B". ALL TRUSSES CONNECT TO BEARING WALLS WITH SIMPSON H1 CLIPS. PROVIDE SOLID BLOCKING OVER WALL. PROVIDE RBC1 AT ALL EXTERIOR WALL BLOCKING. SEE DETAIL "C". . VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1/16" MAX. 1/8" SCREEN, GABLE VENTS ARE NOTED AS "GV. GABEL VENTS ARE LOUVERED AS PER CRC 327.6.2. EYEBROW VENTS ARE NOTED AS "EV." BLOCK ALL EDGES OF EYEBROW VENT FOR PW EDGE NAILING. ROOF VENTING: THE NET FREE VENTILATION AREA SHALL BE 1/150 ATTIC AREA VENTILATION. ATTIC AREA= 2466 SQ FEET. MIN. NFVA VENTING REQUIRED= 16.4 SQ.FT. 14X24 GABLE VENTS (GV)= 1.75SF. PROVIDE (7) =12.5SF. EYEBROW VENTS =.5 SF. EACH. PROVIDE (8) = 4.OSF. AS INDICATED ON ROOF PLAN, TOTAL NFVA PROVIDED =16.5 OK. -riTmv bslt Tff. 44,ar-v� 1$1 1.2211 SEE TRUSS MFG. SPECIFICATIONS FOR TRUSS DETAILS, LAYOUT, BRACING, AND ENGINEERING. DESIGN CRITERIA = 2013 CBC. . 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TOLBNER 'ERMIT # BUTTE COUNTY DEVELOPMENT SF IVICES REVIEWED FOR CODE CO/MP�IIANCy 24 W LIZOW Oft TOVBZrMW10d DATE g}�.F—✓✓GY-Com.__._ _. WJLS) H1 CA,1r 10. c.a1Z ra°' NvR. PWO O"vela '`B'�-i°�'�/ss •r'1i�, ;, `C�n) •. YZ AM Rm%q> jWJ 20 L—AIP •2fa% a& clukeam BRAG a 48.OA 4)"k, G W -j 4aw g00 z� F om" w IL w N 10 N LL N g IX it �w LL w a OVpw_ m(A o CV 0) Q NW IL � J W =i' '� m ZU)C9J N� wa0a wQ m0bw Ow CL co www i [� N m _jwWvow aooa Wo _n55�5 m Do aa10 -a. 1 11 , r E 4 © rc• - 5-� /.HEC DATE 2.24' 15 SCALE JOB NO. 15.0►a8 SHEET A pF Sl�c SHEETS III VL /.HEC DATE 2.24' 15 SCALE JOB NO. 15.0►a8 SHEET A pF Sl�c SHEETS III �Ocl�t�«ti�1c� s�:`��,7ir jef AAS 4115 `••. ; • , ' , • �'p Mkt �tt�t+lN�S� '61kS9# fl+ti Pt pj,� N4. t2 i7i' �I�_______—,� �'4 task: ToY�Kats��'1• l`f ptCpl V��71?tZYj>t. �Ti �� � !� y7 U i'itrfl�1L 1 � � Za 2'x 'J0.C! i7�fLi t("�+R'fae �!!ClCaG r EI��411 lttl��mr3lcoo �bdS WAvr IMMS Wow WrAI L (nlTs) 1, .�:...r MIN. 3"x17.28"NET HEADER 6• ro te• FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF ISO SINKER NAILS AT 3-O.C. TYP. 10W LB STRAP OPPOSITE SHEATHING L 1A Ab MAX. FASTEN SHEATHING TO HEADER WITH SO COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND HEIGHT 10' 3'O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS)TYP. A 1 MINVADTH-16"FOR ONE STORY STRUCTURE MIN. WIDTH - 24 -FOR USE IN THE FIRST OF TWO STORYSTRUCTURES i MIN. 2x4 FRAMING ' 318'MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING HvAJL IV (24) BP,�Gs Wpw. SITS . s f' T. v Nt,60J pmivs sH15r'-r 2. x4 Prs �►f •y'� Pvb. A'cc.4►�51'�n1a►cw�. POOP'T• Of MD (Bu-i'aJ�a7 t1Q►,1o1.1�y�c � I ;• �1�1 • � t�1Y1:+ sing • iti'vR-F2vJIv1i. ` S%—rrov• MoQo FbvR=SST811r. to • evAli N ® T -(Y. Ijniao9. raff,oi4. t Y�'SGix12"vP � Mow 05�3 T -(P Po o N � N I IZII �t� 9�a6S Wp�D Illi i2'1e�Sv �'t rn►S'� --� I t1.�pP i11��� ���111 C3)�� � v✓A�f 3K� BrrritiM Sim �-9' � 4�"Cio�tAt. 'cur{' F� n11SF'1. T 1'ImFcbD -Rgz sem. pro' -o 5/>; x >^n 'l2" qyp wo 4%4e ,fia, V �' _._.qq4 `tOw r~14y jou,Tm olwwl Ag %,% JoTty 4qA—mmg� r � 4'14l130tfr'u. .i---�r — - -r�t16AX Tog W/ 1*3 mtr wwe-s 4, rt -#c'T- 7 G Ls' *'l" -pmaL- z 5` g� 107to 0 (� o _t — "Q LJ f , I CaJT 1Zv�xi2u' l�dr>Jh`i-fP, _ . VSVs ssTtSttr t1` rto�DLl'r1�1G Rr11tL. ( NVQ, sw, a to O 2-a 1 S�� s I IV? NiV va �d " P u CvJT.'Fyeln*14 -- i��x �z.r�c' �1f2J�4>;vv�rp•f >3vr; I I sow► we a?- VVtf-Sel -f I o M t( l= I I 10=k 4'•0 1 1 . g -n ftI �: o Cj►� StAF' I I I I I o I �,> a,1,° ( I— _ — —I �'" � 24 Sax iZ DP vd� ('3J�k ¢'-' �%)h i ITofu •`J �' ,01 Codi _ ' �'✓ _Irl I _ ? — — I a+V ,�Ma Ti I I r� \� L._. �A 3 _ D jell Of - Gj 0 'Z�'-v its �ujpmo� -fW w7lv sff- St *—r 4 Tar. 0mt IV sax ter? 2,0 PERMIT#�= 1 CAIU - BUTTE COUNTY DEVE_ 5. REVIEWED r: Jh CODEC MRI_)«N` -I" DATE___.—_-- ��1���'�Y.& W F F 2-7 (� W' POST PER PLAN (MAY USE DBL 2x w/ 2.1Vds FACE NALS O Slat, FULL HT. SCALE IN LEU OF SOUO POST 0 JOB NO. otos o CONTR OPTION LEET . 0 o HDU PER PLAN w/ SHEETS o SSTB PER SCHEDULE O P.T. SILL R NOTE PROMDE i4 VERT. EA WE SSTB WHERE STEM WALL HEGHT > T -Q". HOOK VERT. AROUND T&B REINF. 1 ��PICpp�t., 2 ROWS EDGE ���Da,JZY )NCREASE DEPTH —� SST l+'I`w• rvl�'C. OF FOOTINIS, AS /NAL ED DBL 2x OPTION REVD FOR SSTB W F F 2-7 (� W' DRAWN CHECK .D DATE SCALE t5- JOB NO. otos LEET . SHEETS 5a%StARis 8; 2x4 0�-W/ 0(40 GI=Dyalz - .--. -io 1j.T(f 'PSLfb= 7'Kb 1Sl A.10/1 t' bL---3 - . 'ZX� ?a1sT 2'#1c,t-('(� �E W�SF AT t VW* t LD ST✓D• V 1L 15*z-� TA7144K. CA) tl'TCJISTVVvt� Eni'PVJ To Bt *4 4 is APS. fA61DTerz UTpOATt0 u gonl 44 5* �Ml sofa SID��IrJ�y FW 644 ► vRWK S3Riitum., -7 �101ti'J, E�•Y�I.y� i . ISI CInPT-I`f' 1l& -;�OAT7 T69 IJa rt)f FTS. M 32t4fyT" 140h, ( )5514M�PWA 99"O� Excerpts from the 2010 CRC Fastening Schedule Table R602.3(1) 1. Blocking between joist 3-8d common, 2%2 X.113 nails 2. Ceiling Joist to Plate, (truss) toenail 3-8d common, 2'/: X.113 nails 3. Ceiling Joist Laps 3-10d 4. Collar Tie rafter face nail 3-10d, Tx 0.128 5. Rafter to Top Plate, toenail 3-8d common, 2%z X.113 nails 6. Rafter to 2x Ridge Beam, valley, or hip toenail 4-16d, 3'/ x 0.135 face nail 3-16d, 3'/z x 0.135 11. Double studs face nail 10d, 3" x0.128- 24" o/c 16. Stud to sole plate, toenail 3-8d, 2'/z x 0.135 or 2-16d 17. Stud to sole plate, end nail 2-16d, 3'/: x 0.135 , FOUNDATION NOTES: ' r1 1. THE FINISH GRADE (FG) ADJACENT TO THE FOUNDATION SHALL BE .�� SLOPED AWAY FROM THE BUILDING ATA SLOPE OF NOT LESS THAN 5% FORA DISTANCE OF 10'. WHERE PROHIBITED, A2-5% SLOPE SHALL BE 12' PROVIDED TO AN APPROVED ALTERNATE METHOD OF DIVERTING THE WATER AWAY FROM THE FOUNDATION. (R401.3) 4- - -- 2. PROVIDE SLEEVES TO PROTECT ALL PIPING THROUGH CONCRETE - 4 ��'T �$FLS AND WALLS. PIPING 3. ALOLONREW FOOTINGS SHALLEhINTO UNDISTURBED SOIALL BE 6" MIN CLR LB ANDIS .irk3 ,(ter iaoo,cs 4'0I4 • BASED ON AN ALLOWABLE BEARING CAPACITY OF 1500 PSF. 4. STRUCTURAL CONCRETE IN SDC Do SHALL BE MIN. 3000 PSI. gyn, t4au s,. MAX SLUMP OF 6" PERMITTED. 5. REBAR SHALL BE ASTM A706 GRADE 60 AND ALL LAPS ARE 40X BAR DIAM. (20") p -JSC /�I, lZt/ 6. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL HAVE A t rjA ' 4 7 P„ ���� MIN. 3" COVER. FRAMING NOTES: 7. TYPICAL %" X 10" ANCHOR BOLTS (AB) ARE LOCATED V oc AND 1. UNO, ALL LOAD BEARING MEMBERS = DFSB. WITHIN 12" (31/2" MIN) FROM EACH CORNER AND SILL SPLICE. MIN. 2. ALL WOOD TO CONCRETE SHALL BE PTS. EMBED = 7". MIN 2 BOLTS PER SILL. FOR DOUBLE POURS USE 12" AB. 3. UNO, PROVIDE DOUBLE TOP PLATES WITH 46" MIN. LAPS. 8. WHERE SLAB IS NOT CAST MONOLITHICALLY W/ FOOTING, #3 4. ALL WALL FRAMING STUDS ARE 2x4-16" oc. VERTICAL DOWELS W/ STANDARD HOOKS ON EACH END SHALL BE ALL EXTERIOR WALL STUDS ARE 2X6 16" oc. PROVIDED AT 4' oc. (R403.1.3.2) 5. LINO ALL HEADERS = 6X6 DF1. 10. 3X3" X.0229 INCH PLATE WASHERS ARE REQUIRED ON EACH BOLT. 6. ALL NAILING TO COMPLY WITH 2013 CRC NAILING SCHEDULE TABLE SLOTTED WASHERS OK. THE HOLE IN THE AB PLATE WASHER IS R602.3(1). NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED. PERMITTED TO BE DIAGONALLY SLOTTED W/A WIDTH OF UP TO 3/16" 7. PROVIDE DOUBLE TRIMMERS FOR OPENINGS OF 8 FEET OR MORE. LARGER THAN THE BOLT DIAMETER, THE SLOT LENGTH SHALL NOT 8. CARRYALL POST AND SOLID FRAMING TO FOUNDATION WITH SOLID EXCEED 1344", PROVIDE A STANDARD CUT WASHER BETWEEN THE PLATE BLOCKING AND / OR FRAMING. WASHER AND NUT. (R403.1.6.1.AND R602.11.1) 9. IF NOTED, ALL GLUE LAM BEAMS (GLB) SHALL BE 24F -V4 Fbx 240OPSI . LOCATE WASHERS WITHIN 1/2" MAX FROM SHEAR WALL EDGE. 10. NOTCHING AND BORING OF WOOD: (STANDARD WASHERS OK AT DECROTIVE POST OVERFRAMING.) HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE 10. CONNECT INTERIOR WALLS TO SLAB WITH 2-7/8" POWDER DRIVEN STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED PINS SPACED 16" o/c PER TABLE 4 OF ICBO REPORT ER -4546. 60°% OF WIDTH. CRC R602.6 11. ALL WOOD TO CONCRETE SHALL BE PTS. HOLES SHALL BE NO CLOSER TOP 5/8" OF ANY MEMBER EDGE. 12. SLABS ARE A MIN, THICKNESS OF 4". 12. BLOCKING: 13. ALL SLABS SHALL HAVE JOINTS OR SAW CUTS PLACED SO THAT THE BUILDER SHALL PROVIDE BLOCKING FOR THE BACKING OF THE MAX. AREA DOES NOT EXCEED 30' OR 600 SQ. FT. FIXTURES, FLASHINGS, TOWEL BARS, 8, AS NECESSARY FOR OTHER 14, HOUSE AND ATTACHED GARAGE SLABS ARE TO HAVE A 6MILL SUB CONTRACTORS. VAPOR BARRIER BETWEEN SLAB AND BASE FILL W/ 6" MIN. LAPS. WALLS SHALL BE FIRE BLOCKED AT A MAXIMUM SPACING OF 10' OC: 15. PROVIDE A 4" NON EXPANDABLE (GRAVEL) BASE FILL. PROVIDE FIRE BLOCKING AT ANY LOCATION SUCH AS DROPPED 16. ALL SLABS ARE TO BE REINFORCED AT SLAB CEILINGS TO PREVENT DRAFT BETWEEN WALLAND FLOOR OR ROOF. CENTERLINE PER PLAN DETAIL OR BY ONE OF THE FOLLOWING 2X SOLID BLOCKING SHALL BE PROVIDED OVERALL BEARING METHODS: WALLS, BRACED WALLS, AND GIRDERS OR BEAMS SUPPORTING A. 6X6X10G REINFORCING WIRE. MEMBERS. B. 18"X18" #3 REBAR GRID. 17. VERIFY W/ OWNER DIMENSIONS AND LOCATIONS OF FLATWORK, PLYWOOD (PW): LANDINGS, AND WALKWAYS, ALL FLATWORK TO BE MIN. 4" THICK. ALL PLYWOOD SHALL BE AT LEAST THE THICKNESS NOTED ON THE ALL DOORWAYS SHALL HAVE A MIN. 36" DEEP X WIDTH OF THE DOOR PLAN. ALL PLYWOOD IS APA RATED. (MIN 36") LANDING. APA RATED OSB MAY BE SUBSTITUTED FOR CDX ROOF SHEETING. SEE HVAC NOTES FOR ADDITIONAL CONCRETE PADS IF REQUIRED. ALL PW PANELS SHALL BUTT AT CENTERLINE OF SUPPORTING MEMBER WITH EDGE NAILING (EN) FROM EACH PANEL TO THAT MEMBER. ALL ROOF PW IS INSTALLED WITH LONG EDGE ACROSS SUPPORTING MEMBERS. A. ROOF SHEETING: ALL ROOF SHEETING IS'/"APA RATED CDX OR OSB SHEETING. NAILING = 8d VCS 6"oc EDGE (EN) AND 12" oc FIELD. B. CONTINUOUS PW SHEATHING: PW 3/8" OSB APA RATED PW AS PER LATERAL BRACING NOTE SHEET 1. PROVIDE VAPOR BARRIER OVER ALL FRAMING PRIOR TO SIVING. =1 i�c f►�tsfl: �s'�. 1',ri'�c,1a v�raN, 'b' &-I. . 0 ' ►0 = 03/t" IV I 3=d �IiV'�OW °u' ND'6Y8�oK, g � 6�•DIZ. p. Z ► �--� D-� • a� 't'(P' u�it� SI�.Ctiol� �4'1Zr n STUCCO FINISH 1. PROVIDE 2 COATS OF CEMENT PLASTER NOT LESS THAN 7/8" THICK (SCRATCH AND BROWN) FOR BACKING ATALL STUCCO STONE VENEERS. STONE VENEERS SHALL NOT EXCEED 3LBS. PER SQ. FOOT. 2. ALL STUCCO SYSTEM, AND RELATED WATER RESISTIVE BARRIER, LATH, AND WEEP SCREEN SHALL BE INSTALLED PER CRC R703.6. 3. COUNTER FLASH ALL POST OVERFRAMING AND FINISH TO PREVENTANY MOISTURE PENETRATION TO POSTAND OVER FRAMING. COMPOSITION ROOFING: 1. COMPOSITION ROOFING SHALL BE RATED CLASS A. PER CRC TABLE 905.2.4.1(2) 2. PROVIDE 15LB UNDER FELT. 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS OF PREVENTING DEBRIS ACCUMULATION. 4. PROVIDE ONE LAYER 72LB MIN CAP SHEET, 36" WIDE, RUNNING FULL LENGTH OF ALL VALLEYS R327.5.3. RBW l� BILK sg Tfq V4I -y •52=0 CA,JD�'i'ftW �I satT ez"Oi"T•rr I-V O 104 V&,e-11F4fJf -rwkm ` l Z- Z'/t, FT sx 44° (`j0r1P 1�abi� •11f 1iFi T* tkPt�S. . sC3 vz z WrW1 avir i TPP rmg lams. -W/ 1�i1sA. / ( TO wbw wa AT '2'�I c � � � Go1�GTlo t� �'�t•�I,J , 7•�� �� BAR � Pwv'$, iso. I Dr .RK� irRi� LIJt►�cl JV44TV HMVI SofMt T- ' Mil.ASHI�Jt� CTo0Mr. a4ri&v ll'' .�,-i-�tr+J 4oDYTr CJPTIonIDL ►��'JdST'fRp►�-- �1YJV, ' IX � 41SIA �`�DY '1 �Yi PERMIT BUTTE COUNTY DEVELOP MEN' SEti\°ICF_S • -131�� �1:tZ �iIL'i=-.REVIEWED FORCODE CO f DATA 6 Szuw 1yK w14 0 l 19 WTAly. I'=iz FTS Sll L. . 'Z•"T4ZAli'eD* WYVV 1-13r; So, ATAO or aWIA CtD$,11�W %Z -0X1-: AS MlId6 )10,Ctiv. -- STD WAMPtS 014.) r F 1DRAWN yCHEC 2•"Zd-15 DATE SCALE 15. Joe No. 010b SHEET OF S1x S"k - I �➢I a Compliance with R327 for exterior finish: Roofing: See notes, sheet 4. 1. Composition roofing shall be rated Class A. 2. Roof Valley shall be one layer of min. 721b cap sheet 36" wide running full valley length per CRC R327.5.3. 3. Roof gutters shall be provided with a means of preventing debris accumulation as per CRC Section 327.5.4. 4. No eave vents are allowed. CRC R327.6-3. Venting shall comply wl CRC R327.6. See attic venting notes sheet 2. Exterior finish: Exterior finish shall comply w/ CRC R327.7. All overhangs, soffits, and lids shall be protected by non vented Hardi soffit or alternate 3 coat stucco finish. Exception gable ends R327.7.4 (4) Siding: Siding materials are as noted on elevations and comply with R327. Windows and doors shall comply wl CRC R327.8. Windows shall be dual glaze w/ one layer tempered or shall have a rating of not less than 20 minutes- R327.8.2.1. See additional window notes Sheet 6. Doors shall comply wl CRC R327.8.3. All exterior doors shall conform to the performance requirements of Standard SFM 12- 7A-1 or shall be of approved non-combustible, or solid core wood having stiles and rails not less than 1-3/8" thick with interior field panel thickness of no less than 1-1/4" thick, or shall have a fire resistance rating of not less than 20 minutes per CBC section 704A.3.2.3. ME M>' 4p� tJ�, SHI✓1rT rL r ��Ir- k1D1zb1''�� 1 ' z F= ltA ti C.Ml Aw Vd t w tto.Jv I S 04w - ,ntlt W 6MACATtv.1 7%V- VJrr,, t:lafr- r A # M l Ix j \\ ?1Ra4ID MtsTAt. CaP' 1r1tl,Sfit+.k.� /,. QT T'tr� t's- STJtto ScoN6, 7 �1, N �� ti►•v�f 1x3 \. -VU0t>,aIr MMI, 4rj vAgol-t`f wrJ%v. -%ASO if,. � ypf�e gpBp�, tc."�icT-f� (� \ Prstifc4r M45 sip 14q __.._.. Tim - 777. e VYw 7l OM CEJ L I _. ._ _•---...-__..._._,_. .._ ._ 'PRa1- Vdb�' SvR�J a'C' S111teA `(�? � 1� Sri tr�tJao�i n�or�9f Sof G . i NAKT71 Lbr TY( ZLF„wgV vi( t� I,-STOF S tUk.'01jZ-I P% r(r al' %414lpo4e, %Vj SWDW ST0415 att'I.lariml, Shoot" , : onorfm. STVDto Vd'Ou. rilAISti - VAT'- (�n,t�fvta�rte.J iJr1t'riy) rho HAIM t-1 -rtt? IN118. •� " STtl44 STtyly� 4:4ir rt� lets Pts�rg, q,(Q �OYito►1fk 4TVW N. Ttkl; Stt1 . )I Exterior Shall Con" R 03.7 negm with 2013 Cnasonry r ernents S dtson stone o 111171 PERMIT PERMIT#_---- lh — BUTTE COUNTY DEVELOPMEN?SERVICES REVIEWED FOR CODE COMl-'7L}' NIGE Comply with California State Fire Marshall Requirements for roof covering, valleys & gutters, attic ventilation, exterior wall openings, exterior walls, windows, decks, and under floor venting - 2013 CRC Section R327. REVISIONS BY DRAWN 1 CHECKED DATE 2-25.15 SCALE JOB NO. �5-aIf) SHEET OF Sud SHEETS WORKSHEET (WS -1) BASELINE WATER USE 1. Thedany usenunberehall tie mcrtwat to mrx lrwinakx nml.kCmtrc mom. IV flow rate is nom the CFC Appliasa Efficiency Stndada. Titla'_n Ca14liMn Cade of9,p1vfwu4 where a conflict occurs the MC standards shall apply. 3. For low•rise residential occupancies. the number ofoceupanw shall be baud on Iwo personas for the first bedroom. Plus one additional person fa each additional bedraan. WORKSHEET (WS -2) 20 PERCF.NT REniICTION WATRR i(SF. BASELINE WATER USE CALCULATION TABLE TO SUITE, LOCATIONS MAY VARY AND ADDITIONS MADE. FIxtarc Type FlarorcType now (onRaw DURATION . 220V OUTLET DAILYI'SES OCCttPANT3"' OCCL'R1AT6'" GALLONS PER DAY Showerheads 2.5 X 5 min. X I X Showerheads residential 2 ShowMleuds residential 2.5 X 8 min. X I X 2 40 Lavatory fauces residential 2.2 X .25 min. X 3 X X .25 min. Lavatory fruce s rmarcsidential 0.5 X .25 min. X 3 X 4 min, X Kitchen faucets 2.2 X S min. X 1 X X Replacement aerators 2.2 X X X X Wash fountains 2,2 X X X I I X X Metering faucets 0.25 X , .25 min. X 3 X Oravity tank type water closets Metering faucets for wash fountains 2.2 X .25 min. X X X HET. I igheffieienry miler 128 Gravity lank type water closes 1.6 X Iflush ' X 3female X r� nushometer lank unser closets 1.6 X I flush X I male 3 tbmale X X Iflush F'lushometer valve water closets 1.6 X Iflush X Imale 3 female X 1 Rush X Llectromechenicel hydraulic water closers 1.6 X 1 Rush X I mak 3 female X X 2 male Urinals 1.0 X Ithnh X 2male X 2 male X Total daily baseline water It (BWUI Proposed water use Z 3 re0 A-1 75,3 (BWU)x.90- 60.7A Auowablewateruse 1. Thedany usenunberehall tie mcrtwat to mrx lrwinakx nml.kCmtrc mom. IV flow rate is nom the CFC Appliasa Efficiency Stndada. Titla'_n Ca14liMn Cade of9,p1vfwu4 where a conflict occurs the MC standards shall apply. 3. For low•rise residential occupancies. the number ofoceupanw shall be baud on Iwo personas for the first bedroom. Plus one additional person fa each additional bedraan. WORKSHEET (WS -2) 20 PERCF.NT REniICTION WATRR i(SF. r, nnc nany vx nanrcra�w, oe nwwasec roweeumuua arc err manna m un rant. 2. The flow me is Ran the CEC Appliance Efiiokray Standards, Title 20 CaltfomwCodr ofgrgvlarkne: when a conflict accuse the CEC sundards shell apply. 3. Forlmwrin nsldmtiat occupancies the lumber ofoccupa rs shall be based ontwo persons far the than bedroom. phut one additimW pettonibr each addiaoml bedroom a. Fm nonnsida od aeupencits refs to Table A. Chepter0.2010 Califomfa Plumbing Code. foratcupant load factors S. Includes single and dual flush wawrdwe s wins an effect'. flush of 1.28 gallonsor less. Single flush mike • The affective flush volume shall not exceed 128 gallons (S.B litml. The effective flush "Now is the avenge flush volume when basted m Socoidale! with ASME A 112.19 7332. Dual Rush toner -The effixtwe flush volume stall mn exceed 1.28 gallons lig lien) The efrbetwe flush volume is defincd as the composite, avenge flush volume oftwm reduced flushes and "full flush. Flush volumes will be tested in acordama with ASME A 112.19.2 and ASME A 112.19.1!. �1 Sit" WINDOWS AND GLASS: 1. ALL WINDOWS ARE VINYL DUAL GLAZED LOW E AND SIZED AS NOTED. MINIMUM PERFORMANCE = .32 OR LOWER U FACTOR, ,25 OR LOWER SOLAR HEAT GAIN COEFFICIENT 2. WHERE WINDOWS ARE PROVIDEDASAMEANS OF EGRESS THEY SHALL HAVE: A. A FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE FF. B. MIN. NET CLR. OPENING OF 5.7 SQ. FEET. C. MIN. NET CLR. OPENING HEIGHT OF 24". D. MIN. NET CLR. OPENING WIDTH OF 20". 3. TEMPERED SAFETY GLAZING IS NOTED AS "TEMPD.e SAFETY GLAZING SHALL BE PROVIDED IN ALL AREAS SUBJECT TO HUMAN IMPACT SUCH AS: A. GLASS SLIDING AND FRENCH DOORS. B. GLASS LOCATED WITHIN 24" OFA DOOR. C. GLASS WITHIN 18" OF FLOOR. D. WARDROBE DOORS. E. SHOWER AND TUB ENCLOSURES. F. WINDOWS WITHIN BATH & SHOWER AREAS. S0 X to D IT ejt 1, vJl *11;;v J a dm - SH WvT 5. �1 �n I 1 I dp stn► � Ca• j� �e , . FINM%I, V j ter;MIA - PG ., !)`L° Ko rvoxo 10 "," 06 ees11- Z! 404%co *;* 44sto go til FIRE SEPARATION 1. DOORS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 1- 3/8" MIN. SOLID CORE OR 20 MIN. FIRE RATED WITH SELF CLOSING HINGE, THE DOOR SHALL BE SELF LATCHING. 2. FIRE SEPARATION BETWEEN R-3 AND U OCCUPANCY SHALL BE %2' DRYWALL ON THE WALL. THE CEILING BETWEEN U AND R-3 SHALL BE 5/8" TYPE X DW. 3. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF THE FIRE SEPARATION WALL MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" MIN. 3. ALL APPLIANCES AND RECEPTACLES INSTALLED IN GARAGE GENERATING A GLOW, SPARK OR FLAME SHALL BE LOCATED 18" ABOVE FLOOR, HVAC 1. PROVIDE SPLIT LP HVAC AS PRESCRIBED IN TITLE 24. 2. PROVIDE A LEVEL CONCRETE SLAB FOR OUTSIDE CONDENSER UNIT. UNIT TO HAVE A 3" MIN. CLR. TO FG. 3. PROVIDE ATTIC ACCESS 30"X22" MIN. AND LARGE ENOUGH FOR REMOVAL OF THE LARGEST ATTIC MOUNTED UNIT PART. THERE SHALL BE AN UNOBSTRUCTED ACCESS (30X30" MIN. BETWEEN WEBS OR FRAMING) TO THE UNIT FROM THE ACCESS. PROVIDE A SOLID 24" WIDE CAT WALK FOR SERVICE. PROVIDE A LEVEL 30"X30" PLATFORM FOR SERVICE. 4. PROVIDE A SERVICE RECEPTACLE. PROVIDE AHIGH EFFICACY LIGHT CONTROLLED BY SWITCH AT THE ACCESS OPENING. 5. PROVIDE AN INDEPENDENT MEANS OF DISCONNECT FOR THE ELECTRICAL SUPPLY FOR THE AC CONDENSER UNIT LOCATED WITHIN SIGHT OF THE UNIT. LOCATE A GFI OUTLET WITHIN 25' OF UNITAS SHOWN ON PLAN. 6. DRYER EXHAST VENT SHALL TERMINATE A MIN. OF T FROM OPENINGS TO THE BUILDING. INDOOR AIR QUALITY: THE BATHROOM FAN IS A WHOLE BUILDING VENTILATION FAN. IT MUST HAVE: 1. EXHAUST MIN CFM RATING OF 75CFM. 2. THE FAN SHALL BE RATED ATA MAXIMUM OF 1.0 SONE. 3. THE CONTROL SWITCH MUST BE A HUMIDISTAT CONTROLLED SWITCH. hFt3 � riP� �59 /. I' t'L°1a SI:�T DnaR oRt�, u Energy Notes: Floors: R-0 (slab) Walls: R-19 Lids: R-38 blown fbgl New Windows: Vinyl sash, dual glaze, Low E .32 or lower U factor, .25 or lower solar heat gain coefficient HVAC: Lp split in attic - See Title 24 Water heater: Lp Tankless on demand water heater. Nortiz N98 or equal. Additional messures: Radiant barrier roof sheathing. PGi / ELECTRICAL NOTES: A 200AMP SERVICE PANEL SHALL BE LOCATED AS BEST SUITED AND SHALL SERVE THE NEW BUILDING. 1. BOND ALL METAL GAS AND WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSIBLE. (CEC250.104.) 2. ALL 125 VOLT, 15 AND 20 AMP OUTLETS SHALL BE TAMPER RESISTANT. 3. PROVIDE GFCI FOR ALL OUTSIDE, KITCHEN, GARAGE, SERVICE, POWDER AND BATH PLUGS. 4. ALL OUTSIDE PLUGS SHALL BE WP/GFI (WATER PROF, GROUND FAULT PROTECTED) NEC406.8 (A),(B). 5. OTHER THAN KITCHEN, POWDER AND BATH, SERVICE, AND GARAGE, ALL 15/20 AMP 120V OUTLETS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER PROTECTED. NEC210.12. 6. IN GARAGE PROVIDE AT LEAST ONE GFCI OUTLET IN ADDITION TO ANY OTHERS FOR SPECIFIC EQUIPMENT. NEC210.52(G). 7. CONDUCTOR WIRES WITH AN INSULATED NEUTRAL ANDA 4- PRONG OUTLET IS REQUIRED FOR 220V COOKING APPLIANCES. 8. BATH AND POWDER ROOMS SHALL HAVE 20AMP DEDICATED OUTLET NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS. 9. LAUNDRY/SERVICE ROOM SHALL HAVE A DEDICATED 20 AMP OUTLET NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS. 10. KITCHEN WILL HAVE 2 OR MORE 20 AMP DEDICATED OUTLET CIRCUITS FOR SUPPLYING COUNTER SPACE OUTLETS ONLY. 11, PROVIDE SMOKE DETECTORS/ALARMS IN BEDROOM AND AREAS ADJACENT TO BEDROOM AS INDICATED ON FLOOR PLAN. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS/ALARMS IN HALLWAY AS SHOWN ON PLAN. PROVIDE HARD WIRE WITH BATTERY BACK UP. (R314.4 AND R315.1.1) DETECTORS TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILLACTIVATE ALL THE ALARMS. 12 ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE ADDITIONAL LIGHTING NOTES BELLOW: 13. PERFORM ALL WORK IN ACCORDANCE W/ THE 2013 CALIF. ELECTRICAL CODE (CEC). NOTHING IN THESE PLANS IS TO PERMIT WORK NOT CONFORMING TO THESE CODES. 14. LOCATION OF OUTLETS AND LIGHTS SHOWN ARE APROXIMATE AND MAY BE MOVED TO SUIT. LIGHTING: ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE ATTACHED TITLE 24 FOR COMPLIANCE. 1. ALL INSTALLED LIGHTS IN OTHER THAN KITCHEN, BATHROOM, GARAGE, LAUNDRY/SERVICE ROOM, WILL BE CONTROLLED BY DIMMER SWITCH, OCCUPANT SENSOR, OR WILL BE HIGH EFFICACY. 2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND ARE TO BE LABELED AIR TIGHT (AT). 3. ALL EXTERIOR INCANDESCING LIGHTS SHALL HAVE BOTH MOTION SENSOR AND PHOTO CONTROL OR BE HIGH EFFICACY. 4. GARAGE SHALL BE FLORESCENT T-5 SHOP LIGHTS. 5. BATHROOM AND SERVICE ROOM SHALL BE CONTROLLED BY AN OCCUPANT SENSOR OR SHALL BE HIGH EFFICACY. 6. LIGHT FIXTURES LOCATED IN TUB OR SHOWER AREAS SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 7. ALL FIXTURES SHALL BE SECURELY SUPPORTED. ANY FIXTURE WEIGHING MORE THAN 6 LBS OR IS MORE THAN 16" IN ANY DIM SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES MAY NOT BE THE SOLE SUPPORT OF CEILING FANS. CEC Art.410,30(a). CEC Art. 314.27(A)&(D) PRE WIRING: LOCATIONS OF TV, CABLE, DSL, PHONE, ETC. SHALL BE VERIFIED WITH OWNER. SPECIAL ELECTRICAL NEEDS SUCH AS RECESSED OUTLETS AND SOUND PRE WIRING WILL ALSO BE VERIFIED AND LOCATED WITH OWNER. ANYADDITIONAL SPECIAL LIGHTING SHALL COMPLY WITH LIGHTING NOTES, 2013 CRC, CA. ENERGY CODE, AND TITLE 24. PERMrr # 61 � 0,/? BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE Comp IAN PATE ELECTRICAL LAYOUT: 20 PERENT REDUCTION WATER USE CALCULATION TABLE TO SUITE, LOCATIONS MAY VARY AND ADDITIONS MADE. FIxtarc Type Flow RanDl'RATION m 110V WALL OUTLET . 220V OUTLET pA1L6'USES OCCttPANT3"' GALLONS PERDAY Showerheads X 5 min. X I X Showerheads residential 2 X 9min, X 1 X 2 Lavatory faucets residential I A3 X .25 min. X 3 X 2,25 Lavatory fmmets nom esidemial X .25 min. X 3 X Kitchen hucets 1.6 X 4 min, X I X Z 111, Replacement uranin X X X Wash fountains X X X Metering faucets X .25 min. X 3 X Metering faucets for wash fountains X .25 min. X X Oravity tank type water closets X Iflush X 3female X HET. I igheffieienry miler 128 X I flush X I male 3 female Fluahoniver tank water closers X Iflush X Imale 3 female X Flushometer valve water cloxts X Iflush X (male 3 femak X Electromechanical hydraulic water close¢ X 1 Rush X I male 3 female X Urinals X 1 flush I X 2 male X Urinals Nonwater supplied 0.0 X i Bush X 2 male X Proposed water use re0 A-1 15.3 (BWU from WS IIx.80- GO.% Allolabicwateruce r, nnc nany vx nanrcra�w, oe nwwasec roweeumuua arc err manna m un rant. 2. The flow me is Ran the CEC Appliance Efiiokray Standards, Title 20 CaltfomwCodr ofgrgvlarkne: when a conflict accuse the CEC sundards shell apply. 3. Forlmwrin nsldmtiat occupancies the lumber ofoccupa rs shall be based ontwo persons far the than bedroom. phut one additimW pettonibr each addiaoml bedroom a. Fm nonnsida od aeupencits refs to Table A. Chepter0.2010 Califomfa Plumbing Code. foratcupant load factors S. Includes single and dual flush wawrdwe s wins an effect'. flush of 1.28 gallonsor less. Single flush mike • The affective flush volume shall not exceed 128 gallons (S.B litml. The effective flush "Now is the avenge flush volume when basted m Socoidale! with ASME A 112.19 7332. Dual Rush toner -The effixtwe flush volume stall mn exceed 1.28 gallons lig lien) The efrbetwe flush volume is defincd as the composite, avenge flush volume oftwm reduced flushes and "full flush. Flush volumes will be tested in acordama with ASME A 112.19.2 and ASME A 112.19.1!. �1 Sit" WINDOWS AND GLASS: 1. ALL WINDOWS ARE VINYL DUAL GLAZED LOW E AND SIZED AS NOTED. MINIMUM PERFORMANCE = .32 OR LOWER U FACTOR, ,25 OR LOWER SOLAR HEAT GAIN COEFFICIENT 2. WHERE WINDOWS ARE PROVIDEDASAMEANS OF EGRESS THEY SHALL HAVE: A. A FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE FF. B. MIN. NET CLR. OPENING OF 5.7 SQ. FEET. C. MIN. NET CLR. OPENING HEIGHT OF 24". D. MIN. NET CLR. OPENING WIDTH OF 20". 3. TEMPERED SAFETY GLAZING IS NOTED AS "TEMPD.e SAFETY GLAZING SHALL BE PROVIDED IN ALL AREAS SUBJECT TO HUMAN IMPACT SUCH AS: A. GLASS SLIDING AND FRENCH DOORS. B. GLASS LOCATED WITHIN 24" OFA DOOR. C. GLASS WITHIN 18" OF FLOOR. D. WARDROBE DOORS. E. SHOWER AND TUB ENCLOSURES. F. WINDOWS WITHIN BATH & SHOWER AREAS. S0 X to D IT ejt 1, vJl *11;;v J a dm - SH WvT 5. �1 �n I 1 I dp stn► � Ca• j� �e , . FINM%I, V j ter;MIA - PG ., !)`L° Ko rvoxo 10 "," 06 ees11- Z! 404%co *;* 44sto go til FIRE SEPARATION 1. DOORS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 1- 3/8" MIN. SOLID CORE OR 20 MIN. FIRE RATED WITH SELF CLOSING HINGE, THE DOOR SHALL BE SELF LATCHING. 2. FIRE SEPARATION BETWEEN R-3 AND U OCCUPANCY SHALL BE %2' DRYWALL ON THE WALL. THE CEILING BETWEEN U AND R-3 SHALL BE 5/8" TYPE X DW. 3. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF THE FIRE SEPARATION WALL MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" MIN. 3. ALL APPLIANCES AND RECEPTACLES INSTALLED IN GARAGE GENERATING A GLOW, SPARK OR FLAME SHALL BE LOCATED 18" ABOVE FLOOR, HVAC 1. PROVIDE SPLIT LP HVAC AS PRESCRIBED IN TITLE 24. 2. PROVIDE A LEVEL CONCRETE SLAB FOR OUTSIDE CONDENSER UNIT. UNIT TO HAVE A 3" MIN. CLR. TO FG. 3. PROVIDE ATTIC ACCESS 30"X22" MIN. AND LARGE ENOUGH FOR REMOVAL OF THE LARGEST ATTIC MOUNTED UNIT PART. THERE SHALL BE AN UNOBSTRUCTED ACCESS (30X30" MIN. BETWEEN WEBS OR FRAMING) TO THE UNIT FROM THE ACCESS. PROVIDE A SOLID 24" WIDE CAT WALK FOR SERVICE. PROVIDE A LEVEL 30"X30" PLATFORM FOR SERVICE. 4. PROVIDE A SERVICE RECEPTACLE. PROVIDE AHIGH EFFICACY LIGHT CONTROLLED BY SWITCH AT THE ACCESS OPENING. 5. PROVIDE AN INDEPENDENT MEANS OF DISCONNECT FOR THE ELECTRICAL SUPPLY FOR THE AC CONDENSER UNIT LOCATED WITHIN SIGHT OF THE UNIT. LOCATE A GFI OUTLET WITHIN 25' OF UNITAS SHOWN ON PLAN. 6. DRYER EXHAST VENT SHALL TERMINATE A MIN. OF T FROM OPENINGS TO THE BUILDING. INDOOR AIR QUALITY: THE BATHROOM FAN IS A WHOLE BUILDING VENTILATION FAN. IT MUST HAVE: 1. EXHAUST MIN CFM RATING OF 75CFM. 2. THE FAN SHALL BE RATED ATA MAXIMUM OF 1.0 SONE. 3. THE CONTROL SWITCH MUST BE A HUMIDISTAT CONTROLLED SWITCH. hFt3 � riP� �59 /. I' t'L°1a SI:�T DnaR oRt�, u Energy Notes: Floors: R-0 (slab) Walls: R-19 Lids: R-38 blown fbgl New Windows: Vinyl sash, dual glaze, Low E .32 or lower U factor, .25 or lower solar heat gain coefficient HVAC: Lp split in attic - See Title 24 Water heater: Lp Tankless on demand water heater. Nortiz N98 or equal. Additional messures: Radiant barrier roof sheathing. PGi / ELECTRICAL NOTES: A 200AMP SERVICE PANEL SHALL BE LOCATED AS BEST SUITED AND SHALL SERVE THE NEW BUILDING. 1. BOND ALL METAL GAS AND WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSIBLE. (CEC250.104.) 2. ALL 125 VOLT, 15 AND 20 AMP OUTLETS SHALL BE TAMPER RESISTANT. 3. PROVIDE GFCI FOR ALL OUTSIDE, KITCHEN, GARAGE, SERVICE, POWDER AND BATH PLUGS. 4. ALL OUTSIDE PLUGS SHALL BE WP/GFI (WATER PROF, GROUND FAULT PROTECTED) NEC406.8 (A),(B). 5. OTHER THAN KITCHEN, POWDER AND BATH, SERVICE, AND GARAGE, ALL 15/20 AMP 120V OUTLETS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER PROTECTED. NEC210.12. 6. IN GARAGE PROVIDE AT LEAST ONE GFCI OUTLET IN ADDITION TO ANY OTHERS FOR SPECIFIC EQUIPMENT. NEC210.52(G). 7. CONDUCTOR WIRES WITH AN INSULATED NEUTRAL ANDA 4- PRONG OUTLET IS REQUIRED FOR 220V COOKING APPLIANCES. 8. BATH AND POWDER ROOMS SHALL HAVE 20AMP DEDICATED OUTLET NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS. 9. LAUNDRY/SERVICE ROOM SHALL HAVE A DEDICATED 20 AMP OUTLET NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS. 10. KITCHEN WILL HAVE 2 OR MORE 20 AMP DEDICATED OUTLET CIRCUITS FOR SUPPLYING COUNTER SPACE OUTLETS ONLY. 11, PROVIDE SMOKE DETECTORS/ALARMS IN BEDROOM AND AREAS ADJACENT TO BEDROOM AS INDICATED ON FLOOR PLAN. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS/ALARMS IN HALLWAY AS SHOWN ON PLAN. PROVIDE HARD WIRE WITH BATTERY BACK UP. (R314.4 AND R315.1.1) DETECTORS TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILLACTIVATE ALL THE ALARMS. 12 ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE ADDITIONAL LIGHTING NOTES BELLOW: 13. PERFORM ALL WORK IN ACCORDANCE W/ THE 2013 CALIF. ELECTRICAL CODE (CEC). NOTHING IN THESE PLANS IS TO PERMIT WORK NOT CONFORMING TO THESE CODES. 14. LOCATION OF OUTLETS AND LIGHTS SHOWN ARE APROXIMATE AND MAY BE MOVED TO SUIT. LIGHTING: ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE ATTACHED TITLE 24 FOR COMPLIANCE. 1. ALL INSTALLED LIGHTS IN OTHER THAN KITCHEN, BATHROOM, GARAGE, LAUNDRY/SERVICE ROOM, WILL BE CONTROLLED BY DIMMER SWITCH, OCCUPANT SENSOR, OR WILL BE HIGH EFFICACY. 2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND ARE TO BE LABELED AIR TIGHT (AT). 3. ALL EXTERIOR INCANDESCING LIGHTS SHALL HAVE BOTH MOTION SENSOR AND PHOTO CONTROL OR BE HIGH EFFICACY. 4. GARAGE SHALL BE FLORESCENT T-5 SHOP LIGHTS. 5. BATHROOM AND SERVICE ROOM SHALL BE CONTROLLED BY AN OCCUPANT SENSOR OR SHALL BE HIGH EFFICACY. 6. LIGHT FIXTURES LOCATED IN TUB OR SHOWER AREAS SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 7. ALL FIXTURES SHALL BE SECURELY SUPPORTED. ANY FIXTURE WEIGHING MORE THAN 6 LBS OR IS MORE THAN 16" IN ANY DIM SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES MAY NOT BE THE SOLE SUPPORT OF CEILING FANS. CEC Art.410,30(a). CEC Art. 314.27(A)&(D) PRE WIRING: LOCATIONS OF TV, CABLE, DSL, PHONE, ETC. SHALL BE VERIFIED WITH OWNER. SPECIAL ELECTRICAL NEEDS SUCH AS RECESSED OUTLETS AND SOUND PRE WIRING WILL ALSO BE VERIFIED AND LOCATED WITH OWNER. ANYADDITIONAL SPECIAL LIGHTING SHALL COMPLY WITH LIGHTING NOTES, 2013 CRC, CA. ENERGY CODE, AND TITLE 24. PERMrr # 61 � 0,/? BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE Comp IAN PATE ELECTRICAL LAYOUT: VERIFY ALL LOCATIONS W/ OWNER. TO SUITE, LOCATIONS MAY VARY AND ADDITIONS MADE. ELECTRICAL LEGEND 110V WALL OUTLET . 220V OUTLET a HANGING LIGHT OR CEILING MOUNTED LIGHT (see notes) WALL LIGHT (INCANDESCENT SCONCE) (see notes) (2) X 48" T-5 FLOR, SHOP LIGHT W/ FULL WRAP SURFACE 12'X 12" 18W LED 1080lumes r SURFACE 12'X 24" 18W LED 1800 fumes RECESSED LIGHT 10.5w LED 780 fumes (see notes) EXTERIOR WALL LIGHT 13w flor. Photo cell. 6'PyFI WATER PROOF GFI OUTLET 5 SWITCH (3 = 3 WAY) ® FAN (exhaust to outside) Sp 10 SMOKE DETECTOR/ALARM CAVE2 CARBON MONOXIDE DETECTOR/ALARM jT CEILING FAN/LIGHT (see notes) LL RO. HLF.= RANGE OVEN. HOOD, LIGHT, FAN. VENT TO OUTSIDE REF= REFRIDGERATOR SPACE DW= DISHWASHER GD= GARBAGE DISPOSAL WASH/DRY= WASHER/ DRYER HOOK UPS a r I