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HomeMy WebLinkAboutB17-1046 000-000-0001. 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301.1.1) ***Note 2016 CGBSC 301.1.1: on and after 11112014, residential buildings undergoing permitted alterations, additions orimprovements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required M Nel i 0 , M 6W i y ENT 011 TL ! 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F.-1..�.�'."S.� .•..L;s"-e°w 33°i.�.A •�.>3� �i: �"-,.i.%. 7 S� Y3'{ '3'1•^'.a�s.) .. •,+_a'�.�?=,wqy 7;w 'Y'�°,>��Y�����-. �,�a �.;I.i .«f.�X��^L���+'+�,' GH •.. ,� 7 t '1 aortia .a; -ea �. ,. a:s,,, � x a r.0•an.��a °i...,%!°7::11"t- r� ,- 6 •'Z, .,:'4r, _ ��q'.» »?7".. s . >I��t✓�:. .. c;. 7--... _� :a..a. 0.._-3...�, y:..4:b.".'�'S�.�-a4»-.�aay.as.e,�.a��:.;T.Pa,e -.. 9�''•.J �S'U::'k:... v". K. n�.-. .. .?-r'-r. .. � <,�i',r,. : ...>.. �a b-�....-..,-�' "a2. �.b.. �}�6f"'� .d� � y++-.' >ia� e��;��..! e...._:+,66...°. `eq.-...�.,3;,.a.:... ,��I �: X:.X �.., .{P.,. ,�X"`.4-t1 .. t.. }°+ �i Ap lan is developed and implemented to manage storm water drainage during construction. CGBSC4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as specified, for multifamily dwellings. Buildingmeets or exceeds the requirements of the California Building Energy q Standards. CGBSC 4.2/01.1. r-....,. r,v.-. �..,-- -) r __ - _.. _.. _.._ .. _. .. _.:.. .... .:. . .. ... -.--•. .. - )- 1.. . � �� -.1.. dA -(.d ..a) aC7JbNd 2,.. e..`ai-�• )J,1e k.1. ..... •..., �. .. <.. ,; •.. •__,. ,.-- .. - - ..pc­ ✓f L.,� n.Nt j�°i':�...str ae�.'A. .qfe pr f yy,�d i. _�bal''-?..� -a1 '� `�l-`�v{ �,�1^.1�� "� "�Y i?'_�L 13,rN ti.� � �, + r� , _:•.Y`,e �a:- : v.•:•.. �.�lt, :,x.:iS )c.K"'�' '�ou "•r �; .-#, as.z.r.,�,;.;x."ty`:"Z...-.?Y.E }z ,._ ..I� �t�;e?�s� �3Ax�.,� La«-.x.n.'°"`..s fS.4., o-�_ .'. `.ate.-b"w u.�1..,.�.. -....a f:...�J< Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0 gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gprn at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The rain. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 psi. Checklists\Green Building Page 1 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (ConVd) Feature or Measure 7 4 New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape ordinance (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the IUIWELO Appendix D Prescriptive compliance Option. - ®l%&41 Required Rodentroofing. Annular spaces around pipes, electric cables, conduits, or other p openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency.- ...:..Y __ ,. :.. _ F ..µ.. ¢,..a...,..i „ ja.y}7Ls��M,itt �. �t•.t''-^A��[i�i$t 5..,\.afnt � �}�1 ,' -i �'� �s,. ''� �k4awY: `I Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: 1. C-om ply. -with ... a* -mo re---st ri n g e nt-I oca F -co n stru cti on -a n d ---d e m o I it i on-wa _.__.. management ordinance; or 2. A construction waste management plan, per Section 4.408.2* or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408,4. m1ft[HUM1TE1~:11-0rate.111AIO avi91QVICUCH 9MUR! - o& t M :'Z Manual: An operation and maintenance manual shall be available in the building at the time of final inspection. Recycling b occupants: Where 5 or more multifamily dwelling units are constructed Y g Y on a buildingsite, provide readily accessible area(s) that. serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, Y plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural jurisdictions. 1R; f _. .i.. rrr�.z '..♦�' ; �7. _`�... .f_. '1... :Y_i°: ,• at '�'.. il._+,. - 1. !. �? d,x: $'$� lli ]l .�',7.id' '{ T'• ,-S. -..v rs- }-. .7 f •.Y 1. �. id .. ,6 r.> ^* .,C Ti 1 . .•r'd-• `,�3, ..3s .'e •: b_a:... ): •. .�i':. Ea .. vk. 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A; f ..s. ^s � 'L 51. ,�X;f� „�. ,w'xJ'• ,tt'4,.� ...} {' .•-.•w.>. �'%...».«t-�+'+ w. ��h� I':. h - �Y t ?X�s- [ :.:4: '.f •.. a.. � �.- {., _ .moi{ ¢k a-.�a:` [ 9''x ? k .,[�-�i�o _�. �...$,,."•�J,.$''<�•.f-, ,s.. s7�J'Rs.Ys.a ..s.", ,7i:�s.'*s_;S�s3 ,.... «.1�','�i�..c,. �. •�f�r�,_ ��`x,x.tLzr'.s�23r1'�iD{1c:>3';:-,.....:.»e_;.;�....,..Y:t:i'.+..rt:tt �« i_.:.. i •.� x,. s:�-: . �. .x.,,A�. � _ Any installed gas fireplace shall be direct -vent seal ed -corn bustion type. Any installed woodstove or pellet stove shall comply with U.S EPA New Source Performance Standards NSPS emission limits as applicable, and shall have a permanent label indicating Y the are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 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'.'r-. ..�,..i .•$> 1�. _ • Duct openings and other related air distribution component openings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requirements. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2 Check Iists\Green Building Page 2 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures CheCkliSt (Cont'd) Feature or Measure I Required Aerosolp aints and coatings shall be compliant with product weighted MIR limits for ROC and other comnounds. - Carpet and carpet systems shall be compliant with VOC limits. 4.504.3 At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. HardwoodI good, particleboard and medium density fiberboard (MDF) used on pY interior or exterior of the budding shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been usedt aea—iKrnICw&•IDIFME aILE to �. w..M.a •.it a.s♦T,..^�Y.- r TkTe7'Se.CS.T..:ru'..rr'b.>i`..�:w.wn`�i1..�1'�_Lt is _"_ii;.'.i . `.1.: "i: i.^Cl': °ir'L:.we i'^1•%: ..t. .`slit+b.:tYkdd\1.3.�.�d.1�C.Yils. e���':�:1ti.S�-.��.rZi•P.A':����Q'_°_>ty. r_>F+✓>'L= �!Z=`[S�^if'S �':K •l.�i:;'�...'�:_f�`J-..�i'.•a>,il`•.'�.»r•.axe�q,wr•a.�..�: Concrete Slab Foundations: Vapor retarder and capillary break is installed at slab - on -grade foundations. Moisture content of building materials used in gall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust (4.506) Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80%. __ -- - _- _ _. - _. _. _. .- .- _ 'r•.-'YY"S'.-R'Si%'.T: y(Yrri MY J'•. °Y 77 b A:S.i-atu J...za-a. 'as.:c-r z.: .c ,-•. ,:--..-_.-. :...: ":• ._,. - :,-r:.__: _._._..__._. ._. .. _. - - -- Duct systems are sized, designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 or equivalent. 2. Size ducts stems according to ANSI/ACCA 1 Manual D-2014 or equivalent. systems 3.Select heating and cooling equipment according to ANSIIACCA 3 Manual S- 2014 or equivalent. .:s b . J �, _ .. 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' HVAC system installers are trained and certified in the proper installation of HVAC systems. employed S ecial ins inspectors by the enforcing agency must be qualified and able to Special p demonstrate competence in the discipline they are inspecting. { _ ..Jq. 3•=�; t � { » i• < + -... >� %1 ti{f... 3:T«..3^� 7y�^'T _�"".,•r.. S"}3.1� ' w" ���;'fa:.�: »;�i:� _ _ r•s., >a,....> � �. ,.4:y �.�2.; y 4..R R w'` '�" .rT'"*-w '� ;• -Ye=kk S a " • .ice s4. a.. �i :..�KB"'°..4 ekl!w-o5.I3.� .a.,e •i s I3l. tib 3 �S'�'j•. "'N T. e..tiN i q, �Zl. .q.,jK13.411 i !g 531.rJ<S- �f e4e �J' ,k :3 ..lea.. we F5. ,�. we »•��r 5>r :ii, ``�3�' � �.', ..(.. Y. .�_.-...[Y Y•t...% "4 8.<.s,...: -3't �.-�Z`.:r �'Y a s�'. i.� ..�:T: '�:�. I.' ..;� ¢ ....�. 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Verification of corn liance with this code may include construction documents, . p tans specifications builder or installer certification, inspection reports, or other p p methods acceptable to the enforcing agency, which show substantial conformance. ChecklistslGreen Building Page 3 of 3 02/1012017 0 0 0 EX, GRAVEL DRIVEWAY Cfl y EX, SEPTIC SYSTEM EX. GREEN HOUSE EX, UP TANK , , Ex. LiP TANK 190.00 100`% EXISTING RESIDENCE 3414 OAK WAY PROPOSED OFFICE 4 PATIO EX, KIDS PLAYROOM EX. WELL EXISTING BARN ----- ---------- EX, SEPTIC SYSTEM EXISTING RESIDENCE 3408 OAK WAY BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY IE fel 7-10 46 042-1.20-02-4 20-02-1 ,-NIAN' 26, ` 017 ovvicl.: ADDl"I'1()' `( 't )'1 190.00' OAK LEGAL 3414 OAK WAY , CHICO/ BUTTE CO. , CA, WAY 61TE FLAN OWNER : SMITH Hi AY 2 2017 13 r s 1 3' 4" 11' 2" 1_ 12' 0" I 3'x 6' TOP 14' 2" 12' 4" EX16TING FLOOR PLAN 1/4�� 11 011 0 N � v2 6 1-c EQ 01\4 C vv� 0 M 0 N INA `U 3'(0" LG. NO N� HOLDOWNS J N X 3'6" LG. I E No HOLDOWN5 GENERAL NOTE5 1) ALL HEADERS TO BE 412 -0 2x4 WALLS 4 (ox12 1) PROVIDE R-19 INSULATION FOR EXTERIOR 12) BATH RM, EXHAUST FANS TO BE "ENERGY D. F. 016 2x(o WALLS. - U. 0. N. WALLS. AND R-38 IN THE ATTIC. STAR" COMPLIANT 4 TO BE DUCTED TO BE 2) BATH RM, TO BE SERVED BY A SEPARATE 8) DOUBLE TOP PLATES TO HAVE A MIN, LAP 5" DIA, FLEX DUCT -10' MAX, LENGTH AND TERMINATE OUTSIDE THE BUILDING 4 20 AMP. BRANCH CIRCUIT. THIS CIRCUIT TO OF 24 , NAIL w/ 8 - 16d ON EA. SIDE OF JOINT SERVE NO OTHER OUTLETS. U. 0. N.. LAP PLATES f INTERSECTIONS 4 BE CONTROLLED BY A HUMIDITY CONTROL CORNERS . CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE 3) ALL LIGHTING TO BE 100% HIGH EFFICACY . HUMIDITY RANGE OF 50% TO 80%, 9) PROVIDE FIRE BLOCKING AS PER CRC R302.11 . AS PER 2013 CGBS 4.50(o. 4) PROVIDE ON JOB SITE ADDRESS NUMBERS 13) MAX. FLOW RATES FOR PLUMBING FIXTURES PLAINLY VISIBLE 4 LEGIBLE FROM THE PUBLIC 10) ADHESIVES, SEALANTS, CAULKS , PAINT TOILETS - 1.8 GPM , SHWR. HEADS -- 2.0 GPM a STREET . NUMBERS TO CONTRAST w/ THEIR STAINS , AEROSOL PAINTS , CARPET 4 SINK FAUCETS -- 1.8 GPM . BACKGROUND 4 TO BE A MIN. OF 4" HIGH w/ RESILIENT FLOORING TO COMPLY w/ VOC 14) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG. 1���C• A MIN. STROKE WIDTH OF 1/2" . 4 OTHER TOXIC COMPOUNDS LIMITS PER w/ BATTERY BACKUP 4 INTERCONNECTED TO �" 5) ALL EXTERIOR OPENINGS INTERSECTIONS CGBS 4.504 , ALL OTHER ALARMS . AS PER CRC R314 . ' 4 ATTACHMENTS AS LISTED IN CRC R103.8 11) MOISTURE CONTENT OF BLDG. MATERIALS z t0 BE HAVE CORROSION - RESISTANT USED IN WALLS 4 FLOOR FRAMING IS NOT 15) CARBON MONOXIDE ALARMS TO BE DIRECT FLASHING . TO BE ENCLOSED IF THE FRAMING MEMBERS WIRED TO BLDG, w/ BATTERY BACKUP 4 EXCEED IS% MOISTURE CONTENT AS REQD INTERCONNECTED TO ALL OTHER C. M. ALARMS, (o) ALL EXHAUST FANS (INCLUDING RANGE HOOD)BY CGBS 4,505 ,�1� AS PER CRC R315 . TO HAVE A BACK DRAFT DAMPER. e����r • 3 a • 7 1(o) PLUMBING FIXTURES WILL COMPLY w/ CA. HGC o SENATE BILL 401, FOR THE INSTALLATION OF WATER CONSERVING FIXTURES, 2(0,(0" 11) THE GROUND IMMEDIATELY ADLACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM 14' 6" 12' 0" THE BLDG, 9 A SLOPE OF NOT LESS THAN (o" 4'9" LG, 4'9" LG, WITHIN THE FIRST 10'0" (5io SLOPE). AS PER No No 4013 CRC 5 , f t► 9, 18) LIGHT SECTION R401.3 . HOEDOWNS HOEDOWNS HT FIXTURES IN TUB or SHOWER ENCLOSURES B 5'x 4' SL, B TO BE LABELED, "SUITABLE FOR DAMP 12' LG, LOCATION". AS PER 2013 CEG ART. 410.10 (A) 4 (D). JNO HOEDOWNS I � I I 44 POST w/ 2 - N424" LG. 2 w/ 4-51)625300 BM, TO POST 4x10 BM. 1 ._------___= I NEW PATIO 1 EXP05ED RAFT. 0 1 NEW 2x(o LEDGER 1 w/ 2 - SD525300 9 16" 0/C MAX. 1 TO EA. EXIST. STUD 3'x 3' GREEN HOUSE WINDOW PROP05ED FLOOR PLAN 11.110111/4 N 0 CV 6HEAR WALL SCHEDULE SHEAR WALL 50. FT, PROP05ED ADDITION SEISMIC - PLF 260 350 490 WIND - PLF 335 485 (000 3/8" PLYWOOD C D X C D X C D X or EXT. OBS 1,2 1- SIDE 1 - SIDE 1 - SIDE EDGE NAILING 4 8d ,0 6" Sd Q 4"' 8cls 3113 FIELD NAILING 4 8d 6 12" 8d IT 12" Sd 9 12" SILL PLATE 11/2" 11/2" 11/2', THICKNESS TRUSS TO PLATE 5 VMP. H-1 SIMP. H-1 VMP, H-1 ANCHOR BOLT (o 5/8'16 52" 5/811,0 3611 5/8116 1411 SPACING 1/2",s 36" 1/2",s 24" 1/2" 9 10" NOTES 1) OVER DOUGLAS FIR STUDS tv 16" 0/C . 2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING . U.O.N. 3) VERTICAL FRAMING FOR EDGE NAILING -0 ABUTTING PANELS TO BE 44 POST or 2-2x STUDS w/ 2 -ROWS i(od SINKERS t+ 12" 0/C FULL HEIGHT , 4) IF NAIL GUN IS USED , NAILS TO HAVE A FULL HEAD . 5) TO BE INSTALLED 6 EACH END OF EACH TRUSS. (o) ANCHOR BOLT WASHERS TO BE 3" 50. x 1/4" THICK STEEL PLATE. CODE ANALY516 APPLICABLE CODES- 201(o CBC, CMC, GPC, CEG, CFC '12C CEnC, Ca, Careen Building Standards Code BUILDING USE RESIDENCE OCCUPANCY GROUP - R3 TYPE OF CONST, V -B FIRE SPRINKLERS NOT REQUIRED N0, OF STORIES 1 LEGEND % EXISTING WALL PERMIT # C) —� NEW WALL BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE IJ--I--By �j/- 5Q. FT. CALC5, 1 EX15TING HOUSE = 808 50. FT, PROP05ED ADDITION = 114 5Q, FT, NEW TOTAL = S82 5Q, FT, EXIST, FRONT PORCH = 128 5Q, FT, NEW REAR PATIO = 12 5Q, FT, 0 Jl O r Jl o1 10 O 0 cel v In Q) � `a O :3 (Pca c� (� m U 0 V 93 93 U L Q � � � Oto � oQ) M CV � o1 10 Q) O 0 � U In Q) � U Q) O , In Q) O :3 ca DRAWN DJC DATE MAY 2 4 2011 JOB NAME SMITH ADDITION SHEET � a OF 2 SHEETS a i■ NEW COMP, SHINGLES NEW COMP. SHINGLES \ NEW GUTTER NEW Ix4 TRIM NEW 5/8" TIl SIDING NEW COMP. SHINGLES NEW 44 ------ p POST EX. WINDOW 4 DOOR \NEW 5/8" TII SIDING REAR 1/8" = I' 0" 1/2" PLYWD. w/ TECH SHIELD 2x8 RIDGE 12 RADIANT BEARIER R 13" x 1/2" CROWN —�4+ STAP 2x6 24" 0/C LES 0 0/12" 0/C �llNBLOCKED 412 HDR. '2x6 0 16" 0/C NEW OFFICE' 0 2x4 016" 0/C 2x4 0 16" 0/C 4" CONC, SLAB 1 3/4" x 1/2" CROWN STAPLE is 3" 0/C \ E. N.� SHEAR WALL 16d 's 3" 0/C PLATE LINE E. N � SHEAR DTL (I J ------------ NEW COMP, SHINGLE6 I � 4:12± 0 4:12+ I � I ,bpi 8' 0 3/4" ' PLATE 411 ATTIC VENT CALLS. 50% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC , (UPPER PORTION IS 3'0" MIN, ABOVE THE SAVE VENTS.) ATTIC -- 118 SQ, FT.: 300 = 0.59 SQ. FT. -1 c 0.84 SQ, FT, TOTAL REQUIRED VENTING . PROVIDE 2 - 3.5 11x 20 HIGH DORMER VENTS le NEW ADDITION PROVIDE 4 - 3.5"x 14" SAVE VENTS EQUALLY SPACED AROUND NEW ADDITION . PROVIDE 1 - 14"x 16 GABLE VENT -6 NEW ADDITION ROOF NOTES I. ROOF PLYWOOD TO BE 1/2" CDX w/ TECH SHIELD RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN STAPLES 10 6" / 12" 0/C . STAPLE CROWNS TO BE IN LINE w/ FRAMING MEMBERS . 2. PROVIDE H1 CLIP 6 EACH RAFTER TO TOP PLATE. 3, FASTENERS FOR ROOF COVERING TO BE CORROSION RESISTANT . CRC 1501 . TYP. 8' 0 3/4" PLATE I 2 I +� I I o I I z d ED X LLI ►_- s) S-0 =3 x ILI-r -e--t10' 4" PLATE 4:12± F EXIST, 2x4 P. T. H. F. SILL w/1/2"DIA. x12"A. B. I I I I NoTE6 3" SQ.x 1/4" s 6'0" 0/C - U. 0. N. FOUNDA 1tIoN 5 WASHER 14 1CONC. SLAB I. THIS FOUNDATION IS A "DOUBLE POUR" SYSTEM . 2. ALL EXTERIOR SLABS TO HAVE A MIN. SLOPE ( - AWAY FROM STRUCTURE, AND "3 BARS 6 24" 0/C o EACH WAY. 4" SAND BASE 3, CONCRETE SUB -CONTRACTOR TO VERIFY ALL DIMENSIONS BETWEEN FOUNDATION PLAN 4 FLOOR ctrl U "4 TOP 4 BOTTOM PLAN PRIOR TO POURING CONCRETE. 4. SUB GRADE TO BE SATURATED w/ WATER TO A DEPTH OF 12" TO 18" PRIOR TO POURING CONCRETE, 1 211 5. NEW SLAB TO HAVE TOOLED JOINTS OR CRACK de CONTROL STRIPS . 6. PROVIDE 10 MIL, VAPOR BARRIER UNDER HOUSE FOOTING 4 GARAGE SLABS 4 COVER w/ 2" MIN, OF SAND . —m 26' 6" 1 14'6" 1 12'0" 1 14' 2" 12' 4" z O Q z d z � x O c14 DEVELOPMENT SERVICES NED FOR OMPLIANCE -�- t-- - BY--PAt - SECTION 1,4°:110° PROPOSED ROOF PLAN PROPOSED FOUNIDATION PLAN 1/4 11.11011 1/�II � 11 OII L r� NEW � GUTTER � NEW 1x4 TRIM EW 5/8" Til � SIDING EXIST, NEW NEW 44 POST HOUSE ADDITION LEFT_ � 1/8" = 1' 0" NEW COMP. SHINGLES \ NEW GUTTER NEW Ix4 TRIM NEW 5/8" TIl SIDING NEW COMP. SHINGLES NEW 44 ------ p POST EX. WINDOW 4 DOOR \NEW 5/8" TII SIDING REAR 1/8" = I' 0" 1/2" PLYWD. w/ TECH SHIELD 2x8 RIDGE 12 RADIANT BEARIER R 13" x 1/2" CROWN —�4+ STAP 2x6 24" 0/C LES 0 0/12" 0/C �llNBLOCKED 412 HDR. '2x6 0 16" 0/C NEW OFFICE' 0 2x4 016" 0/C 2x4 0 16" 0/C 4" CONC, SLAB 1 3/4" x 1/2" CROWN STAPLE is 3" 0/C \ E. N.� SHEAR WALL 16d 's 3" 0/C PLATE LINE E. N � SHEAR DTL (I J ------------ NEW COMP, SHINGLE6 I � 4:12± 0 4:12+ I � I ,bpi 8' 0 3/4" ' PLATE 411 ATTIC VENT CALLS. 50% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC , (UPPER PORTION IS 3'0" MIN, ABOVE THE SAVE VENTS.) ATTIC -- 118 SQ, FT.: 300 = 0.59 SQ. FT. -1 c 0.84 SQ, FT, TOTAL REQUIRED VENTING . PROVIDE 2 - 3.5 11x 20 HIGH DORMER VENTS le NEW ADDITION PROVIDE 4 - 3.5"x 14" SAVE VENTS EQUALLY SPACED AROUND NEW ADDITION . PROVIDE 1 - 14"x 16 GABLE VENT -6 NEW ADDITION ROOF NOTES I. ROOF PLYWOOD TO BE 1/2" CDX w/ TECH SHIELD RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN STAPLES 10 6" / 12" 0/C . STAPLE CROWNS TO BE IN LINE w/ FRAMING MEMBERS . 2. PROVIDE H1 CLIP 6 EACH RAFTER TO TOP PLATE. 3, FASTENERS FOR ROOF COVERING TO BE CORROSION RESISTANT . CRC 1501 . TYP. 8' 0 3/4" PLATE I 2 I +� I I o I I z d ED X LLI ►_- s) S-0 =3 x ILI-r -e--t10' 4" PLATE 4:12± F EXIST, 2x4 P. T. H. F. SILL w/1/2"DIA. x12"A. B. I I I I NoTE6 3" SQ.x 1/4" s 6'0" 0/C - U. 0. N. FOUNDA 1tIoN 5 WASHER 14 1CONC. SLAB I. THIS FOUNDATION IS A "DOUBLE POUR" SYSTEM . 2. ALL EXTERIOR SLABS TO HAVE A MIN. SLOPE ( - AWAY FROM STRUCTURE, AND "3 BARS 6 24" 0/C o EACH WAY. 4" SAND BASE 3, CONCRETE SUB -CONTRACTOR TO VERIFY ALL DIMENSIONS BETWEEN FOUNDATION PLAN 4 FLOOR ctrl U "4 TOP 4 BOTTOM PLAN PRIOR TO POURING CONCRETE. 4. SUB GRADE TO BE SATURATED w/ WATER TO A DEPTH OF 12" TO 18" PRIOR TO POURING CONCRETE, 1 211 5. NEW SLAB TO HAVE TOOLED JOINTS OR CRACK de CONTROL STRIPS . 6. PROVIDE 10 MIL, VAPOR BARRIER UNDER HOUSE FOOTING 4 GARAGE SLABS 4 COVER w/ 2" MIN, OF SAND . —m 26' 6" 1 14'6" 1 12'0" 1 14' 2" 12' 4" z O Q z d z � x O c14 DEVELOPMENT SERVICES NED FOR OMPLIANCE -�- t-- - BY--PAt - SECTION 1,4°:110° PROPOSED ROOF PLAN PROPOSED FOUNIDATION PLAN 1/4 11.11011 1/�II � 11 OII L r� J O � er J �LJ13 a DRAWN DJC DATE MAY 2 4, 2017 JOB NAME SMITH ADDITION SHEET 2 ® OF 2 SHEETS In O � 0 � U � U m v � 0 � (P Ql � 4.3 0 � U rn U � L � 1E Q Q) Z .. � m 6, d) CZ O � 0 q- Q o � CV iL C D7 Q �LJ13 a DRAWN DJC DATE MAY 2 4, 2017 JOB NAME SMITH ADDITION SHEET 2 ® OF 2 SHEETS In O � 0 � U � U �LJ13 a DRAWN DJC DATE MAY 2 4, 2017 JOB NAME SMITH ADDITION SHEET 2 ® OF 2 SHEETS In O . m Q) 0 � �LJ13 a DRAWN DJC DATE MAY 2 4, 2017 JOB NAME SMITH ADDITION SHEET 2 ® OF 2 SHEETS In • 1. 0 0 6 C" 190.00 EX. KIDS PLAYROOM EX. L/P TANK ' EX. WELL , EXISTING BARN EX, SEPTIC SYSTEM EXISTING 8 0 RESIDENCE EX, CsREEN HOUSE Ex. UP TANK 3414 OAK WAY - OFFICE ----- ------ EX, GRAVEL DRIVEWAY EX. SEPTIC SYSTEM oar EX15TING RESIDENCE 3408 OAK WAY WAY LEGAL 51�'E PL�4N 3414 OAK WAY , CNICO, OWNER : SMITH BUTTE CO. , C.4. 0 0 0 BUTTE COUNTY AUG 112017 DEVELOPMENT SERVICES AUG 1 0 2017 11 a n I- 1-41 C .9 PERMIT # .�W— /0 -/, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ,-"DATE g �l'�% BY�y!'Z� 26' (o" 1 3'4 11 1 11' 2" I_ 12' 0" 1 3'x 6' TOP I, tn",, i' in" ai I I' In" SI 14' 2" 12' 4" EXISTING FLOOR PLAN 1/411=1'011 0 N 0 N 0 M GENERAL NOTES 1) ALL HEADERS TO BE 4126 2x4 WALLS 4 (ox12 D. F, 016 2x(o WALLS, - U. 0. N, 2) BATH RM, TO BE SERVED BY A SEPARATE 20 AMP, BRANCH CIRCUIT, THIS CIRCUIT TO SERVE NO OTHER OUTLETS, 3) ALL LIGHTING TO BE 100% HIGH EFFICACY . 4) PROVIDE ON JOB SITE ADDRESS NUMBERS PLAINLY VISIBLE 4 LEGIBLE FROM THE PUBLIC STREET , NUMBERS TO CONTRAST w/ THEIR BACKGROUND 4 TO BE A MIN, OF 4" HIGH w/ A MIN. STROKE WIDTH OF 1/2" 5) ALL EXTERIOR OPENINGS , INTERSECTIONS 4 ATTACHMENTS AS LISTED IN CRC R103,8 TO BE HAVE CORROSION - RESISTANT FLASHING . (o) ALL EXHAUST FANS (INCLUDING RANGE HOOD) TO HAVE A BACK DRAFT DAMPER, r, 1 14' 6" 1 12' 0" 4'9" LCs, NO HOLDOWNS B 4'S" LCs, No 1) PROVIDE R -IS INSULATION FOR EXTERIOR WALLS, AND R-38 IN THE ATTIC, 8) DOUBLE TOP PLATES TO HAVE A MIN. LAP OF 24" . NAIL w/ 8 - I(od ON EA, SIDE OF JOINT U. 0. N, , LAP PLATES 9 INTERSECTIONS 4 CORNERS . S) PROVIDE FIRE BLOCKING AS PER CRC R302,11 , 10) ADHESIVES , SEALANTS , CAULKS , PAINT STAINS , AEROSOL PAINTS , CARPET 4 RESILIENT FLOORING TO COMPLY w/ VOC 4 OTHER TOXIC COMPOUNDS LIMITS PER CGBS 4.504 lU MOISTURE CONTENT OF BLDG, MATERIALS USED IN WALLS 4 FLOOR FRAMING IS NOT TO BE ENCLOSED IF THE FRAMING MEMBERS EXCEED 1951. MOISTURE CONTENT AS REQD, BY CGBS 4,505 , 3,x 3, GREEN HOUSE WINDOW PROPOSED FLOOR PLAN 1/4"=1'pl1 to C, x 0 C, N 0 CV 12) BATH RM, EXHAUST FANS TO BE "ENERGY STAR" COMPLIANT 4 TO BE DUCTED TO BE 5" DIA. FLEX DUCT -10' MAX. LENGTH AND TERMINATE OUTSIDE THE BUILDING 4 TO BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 8051., AS PER 2013 CGBS 4.506, 13) MAX. FLOW RATES FOR PLUMBING FIXTURES TOILETS = 1.8 GPM, SHWR, HEADS = 2.0 GPM SINK FAUCETS -- 1,8 GPM . 14) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG. w/ BATTERY BACKUP 4 INTERCONNECTED TO ALL OTHER ALARMS , AS PER CRC R314 , 15) CARBON MONOXIDE ALARMS TO BE DIRECT WIRED TO BLDG, w/ BATTERY BACKUP 4 INTERCONNECTED TO ALL OTHER C, M. ALARMS. AS PER CRC R315 , 1(o) PLUMBING FIXTURES WILL COMPLY w/ CA, SENATE BILL 401, FOR THE INSTALLATION OF WATER CONSERVING FIXTURES. 11) THE GROUND IMMEDIATELY ADLACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BLDG, -0 A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10'0" (5% SLOPE), AS PER 2013 CRC SECTION R401,3 , 18) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES TO BE LABELED, "SUITABLE FOR DAMP LOCATION". AS PER 2013 CEC ART, 410.10 (A) 4 (D). 5HEAR WALL 5CNEDULE SHEAR WALL As, As, O SEISMIC - PLF 260 M 490 WIND - PLF 335 0 600 3/8" PLYWOOD C D X C D X C D X or EXT, OBS 1,2 C .9 PERMIT # .�W— /0 -/, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ,-"DATE g �l'�% BY�y!'Z� 26' (o" 1 3'4 11 1 11' 2" I_ 12' 0" 1 3'x 6' TOP I, tn",, i' in" ai I I' In" SI 14' 2" 12' 4" EXISTING FLOOR PLAN 1/411=1'011 0 N 0 N 0 M GENERAL NOTES 1) ALL HEADERS TO BE 4126 2x4 WALLS 4 (ox12 D. F, 016 2x(o WALLS, - U. 0. N, 2) BATH RM, TO BE SERVED BY A SEPARATE 20 AMP, BRANCH CIRCUIT, THIS CIRCUIT TO SERVE NO OTHER OUTLETS, 3) ALL LIGHTING TO BE 100% HIGH EFFICACY . 4) PROVIDE ON JOB SITE ADDRESS NUMBERS PLAINLY VISIBLE 4 LEGIBLE FROM THE PUBLIC STREET , NUMBERS TO CONTRAST w/ THEIR BACKGROUND 4 TO BE A MIN, OF 4" HIGH w/ A MIN. STROKE WIDTH OF 1/2" 5) ALL EXTERIOR OPENINGS , INTERSECTIONS 4 ATTACHMENTS AS LISTED IN CRC R103,8 TO BE HAVE CORROSION - RESISTANT FLASHING . (o) ALL EXHAUST FANS (INCLUDING RANGE HOOD) TO HAVE A BACK DRAFT DAMPER, r, 1 14' 6" 1 12' 0" 4'9" LCs, NO HOLDOWNS B 4'S" LCs, No 1) PROVIDE R -IS INSULATION FOR EXTERIOR WALLS, AND R-38 IN THE ATTIC, 8) DOUBLE TOP PLATES TO HAVE A MIN. LAP OF 24" . NAIL w/ 8 - I(od ON EA, SIDE OF JOINT U. 0. N, , LAP PLATES 9 INTERSECTIONS 4 CORNERS . S) PROVIDE FIRE BLOCKING AS PER CRC R302,11 , 10) ADHESIVES , SEALANTS , CAULKS , PAINT STAINS , AEROSOL PAINTS , CARPET 4 RESILIENT FLOORING TO COMPLY w/ VOC 4 OTHER TOXIC COMPOUNDS LIMITS PER CGBS 4.504 lU MOISTURE CONTENT OF BLDG, MATERIALS USED IN WALLS 4 FLOOR FRAMING IS NOT TO BE ENCLOSED IF THE FRAMING MEMBERS EXCEED 1951. MOISTURE CONTENT AS REQD, BY CGBS 4,505 , 3,x 3, GREEN HOUSE WINDOW PROPOSED FLOOR PLAN 1/4"=1'pl1 to C, x 0 C, N 0 CV 12) BATH RM, EXHAUST FANS TO BE "ENERGY STAR" COMPLIANT 4 TO BE DUCTED TO BE 5" DIA. FLEX DUCT -10' MAX. LENGTH AND TERMINATE OUTSIDE THE BUILDING 4 TO BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 8051., AS PER 2013 CGBS 4.506, 13) MAX. FLOW RATES FOR PLUMBING FIXTURES TOILETS = 1.8 GPM, SHWR, HEADS = 2.0 GPM SINK FAUCETS -- 1,8 GPM . 14) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG. w/ BATTERY BACKUP 4 INTERCONNECTED TO ALL OTHER ALARMS , AS PER CRC R314 , 15) CARBON MONOXIDE ALARMS TO BE DIRECT WIRED TO BLDG, w/ BATTERY BACKUP 4 INTERCONNECTED TO ALL OTHER C, M. ALARMS. AS PER CRC R315 , 1(o) PLUMBING FIXTURES WILL COMPLY w/ CA, SENATE BILL 401, FOR THE INSTALLATION OF WATER CONSERVING FIXTURES. 11) THE GROUND IMMEDIATELY ADLACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BLDG, -0 A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10'0" (5% SLOPE), AS PER 2013 CRC SECTION R401,3 , 18) LIGHT FIXTURES IN TUB or SHOWER ENCLOSURES TO BE LABELED, "SUITABLE FOR DAMP LOCATION". AS PER 2013 CEC ART, 410.10 (A) 4 (D). 5HEAR WALL 5CNEDULE SHEAR WALL As, As, & SEISMIC - PLF 260 350 490 WIND - PLF 335 485 600 3/8" PLYWOOD C D X C D X C D X or EXT, OBS 1,2 1- SIDE 1 - SIDE 1 - SIDE EDGE NAILING 4 Sd Q 6" ad 4"' ad 9 3" 3 FIELD NAILING 4 ad 6 12" ad 12" ad 10 12" SILL PLATE 11/2" 11/2" 11/2" THICKNESS TRUSS TO PLATE 5 SIMP. H-1 SIMP, H-1 SIMP, H-1 ANCHOR BOLT (p 5/8" Q 52" 5/8"0 3(o" 5/81161411 SPACING 1/2" tv 36" 1/2" 6 24" 1/2" 9 10" NOTES : 1) OVER DOUGLAS FIR STUDS is 16" 0/C . 2) ALL PANEL EDGES BLOCKED w/ 2x FRAMING , U.O.N. 3) VERTICAL FRAMING FOR EDGE NAILING s ABUTTING PANELS TO BE 44 POST or 2-2x STUDS w/ 2 -ROWS I(od SINKERS 9 12" 0/C FULL HEIGHT . 4) IF NAIL GUN IS USED , NAILS TO HAVE A FULL HEAD . S) TO BE INSTALLED 9 EACH END OF EACH TRUSS, (o) ANCHOR BOLT WASHERS TO BE 3" SQ, x 1/4" THICK STEEL PLATE. CODE ANALY515 APPLICABLE CODES - 2016 CBC, CMC, CPC, CEC, CFC CEnC, Ca. Careen Building Standards Code BUILDING USE RESIDENCE OCCUPANCY GROUP - R3 TYPE OF CONST. V -B FIRE SPRINKLERS NOT REQUIRED NO, OF STORIES 1 EX15TING NOUS avrm 5Q, COUMT LEGEND : AUG 112017 EXISTING WALL DEVELOPM NT NEW TOTAL. SERVICES NEW WALL FT, 5Q, FT, CALLS, - 128 EX15TING NOUS - 808 5Q, FT, PROP05ED ADDITION - 114 5Q, FT, NEW TOTAL. - 982 5Q, FT, EXIST, FRONT PORCH - 128 SQ. FT, C Qj 16 OF , Qj O O � U O � U ct1 v r = AUG 10 2011 (P `a ai SMITH ADDITION SWEET � U U o 0 � Q3 v L � Q 93 � m m � � 0 � 0 � Q o �,.._ M m Dl Q Qj O O � U ter— DRAWN � U Qj O , ter— DRAWN — DJC � O AUG 10 2011 ai SMITH ADDITION © rq I OP 2 SWEETS 15-__F ter— DRAWN — DJC DATE AUG 10 2011 JOB NAME SMITH ADDITION SWEET © rq I OP 2 SWEETS 15-__F F NEW COMP, SHINGLES NEW GUTTER NEW 1x4 TRIM NEW 5/8" TII SIDING EXIST. NEW NEW 44 POST HOUSE ADDITION LEFT EX. WINDOW \NEW 5/8" TII 4 DOOR SIDING REAR 1/8" = 1' 0" 1/2" PLYWD. w/ TECH SHIELD RADIANT BEARIER 4 2x8 RIDGE 1213/4" x 1/2" CROWN 2x6 6 24" 0/C —�4+ STAPLES 6 6"/12" 0/C UNBLOCKED 4x12 HDR. 1x6 g I6" 0/C 2x4 6 16" 0/C NEW OFFICE 2x4 9 16" 0/C 4" CONC, SLAB 5ECTION oA I, c114 - III u 13/4" x 1/2" CROWN STAPLE f 3" 0/C \ E. N."'01 SHEAR WALL 16d 6 3" 0/C PLATE LINE E. N SHEAR IDTL 2 NEW COMP, 6WINGLE5 I � 4:12± n 4:12± I �=D Lu I z I —--—----- — -t 8' 0 3/4" PLATE ATTIC VENT cans. SO% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC . (UPPER PORTION IS 3'0" MIN, ABOVE THE EAVE VENTS.) ATTIC = 118 SQ. FT. = 300 = 0.89 SQ. FT. -1 = 0.84 SQ, FT, TOTAL REQUIRED VENTING . PROVIDE 2 - 3.8"x 20" HIGH DORMER VENTS NEW ADDITION PROVIDE 4 - 3.8"x 14" EAVE VENTS EQUALLY SPACED AROUND NEW ADDITION . PROVIDE 1 - 14"x 16 GABLE VENT 6 NEW ADDITION ROOF NOTE6 1, ROOF PLYWOOD TO BE 1/2" COX w/ TECH SHIELD RADIANT BARRIER or EQ. 4 13/4" x 1/2" CROWN STAPLES e 6" / 12" 0/C . STAPLE CROWNS TO BE IN LINE w/ FRAMING MEMBERS . 2. PROVIDE HI CLIP s EACH RAFTER TO TOP PLATE. 3.FASTENERS FOR ROOF COVERING TO BE CORROSION RESISTANT . CRC 1801 . TYP. --8'0 3/4" PLATE 2 2 4:12± EXIST, 'ide 1111 l� �� lmwAal 61k 1/4 11 - 11 011 kn z x o L"= it 10' 4" PLATE 2x4 P. T. N. F. SILL W/ 1/2" DIA. x 12" A. B. I I NOTE6 3" SQ, x 1/4" 6 6'0" 0/C - U. 0. N. OUNDATION ; WASHER 4" CONC, SLAB 1, THIS FOUNDATION IS A "DOUBLE POUR" SYSTEM . 7 00 2. ALL EXTERIOR SLABS TO HAVE 2% MIN. SLOPE b - AWAY FROM STRUCTURE , AND '3 BARS s 24 0/C 0 EACH WAY . 4" SAND BASE 3, CONCRETE SUB -CONTRACTOR TO VERIFY ALL �, - d DIMENSIONS BETWEEN FOUNDATION PLAN 4 FLOOR M v "4 TOP 4 BOTTOM PLAN PRIOR TO POURING CONCRETE. 4. SUB GRADE TO BE SATURATED w/ WATER TO A DEPTH OF 12" TO 18" PRIOR TO POURING CONCRETE, 1211 8. NEW SLAB TO HAVE TOOLED JOINTS OR CRACKoe CONTROL STRIPS . 6. PROVIDE 10 MIL, VAPOR BARRIER UNDER HOUSE FOOTING 4 GARAGE SLABS 4 COVER w/ 2" MIN, OF SAND . 26 6 ' " 14' b" 12' 0" t I I � I I I 2 I I O I I o N I I N I I 2 - "4 TOP 4 BOTTOM DRILL 1 4" INTO EXIST, FOUNDATION 4 PACK w/ ADHESIVE I I I I I I z #3 a 24" 0/C ? DRILL 4" INTO �– EXIST. FOUNDATION `n 4 PACK w/ ADHESIVE ixl EXISTING FOUNDATION Clfl o O 14' 2" 12' 4" 2(0,(0" 20, P�OP05�D UNID.-%TION PLAN 1/411=1'011 Fal 0 O . � U ctl tai, �l Ql c� V o ^V 26 6 ' " 14' b" 12' 0" t I I � I I I 2 I I O I I o N I I N I I 2 - "4 TOP 4 BOTTOM DRILL 1 4" INTO EXIST, FOUNDATION 4 PACK w/ ADHESIVE I I I I I I z #3 a 24" 0/C ? DRILL 4" INTO �– EXIST. FOUNDATION `n 4 PACK w/ ADHESIVE ixl EXISTING FOUNDATION Clfl o O 14' 2" 12' 4" 2(0,(0" 20, P�OP05�D UNID.-%TION PLAN 1/411=1'011 Fal 0 O 1sj U O . � U ctl tai, �l Ql c� V o ^V 0 � U � � U L Q � Qj CZ O 3 0 � M Q O M l" � CV Z Q m 1sj U vim. I Lj DRAWN DJC DATE AUG 10 2017 \ JOB NAME SMITH ADDITION SWEET 2 ® © OF 2 SHEETS O . � U vim. I Lj DRAWN DJC DATE AUG 10 2017 \ JOB NAME SMITH ADDITION SWEET 2 ® © OF 2 SHEETS O . �l vim. I Lj DRAWN DJC DATE AUG 10 2017 \ JOB NAME SMITH ADDITION SWEET 2 ® © OF 2 SHEETS