HomeMy WebLinkAboutB17-0041 030-063-009GENERAL NOTES.-
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If— DESICNER St iA,11, ,%d' ":',1R�O`,,/E- Al,'Jl,!S'ri�,AE!',,,,',"r,C,,, TO ANY PART OF "1141"S , ',,"r-3.
a, �11PR!17171`1111 O1k111t'Nr,1'�0N11"` I E T1,11 E -E: lwlslr__D� DO . VOT SCALE THESE "R'�1,1,,','1,;n1S
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APPLY�
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5, Tt-*,-L CONTRA, 01_� ' ' '13"-'1';""Z'I_ VERIF�' SITE CONDITIONS, AND THERE CCr,,7rELAm0',1 �,,17'r!
THE DRA',"Y*IN'3�3 hND �!-tAt "", � �
",I, 0 -1 NOTIFY COUNTY O�R' DESIGNER OF KN'( lt,'C,,',",,t,,�',"'�.';,'�'I'F�,""I��.'I'�-S,�
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OR DISCREP�,,,�,1-'_'IES �"R�OR TO THE BEGIHNN')N�3� OF CONSTRUCTION.
6. IN THE' CAENT CE7','I'AIN FEATURES OF TAE CONSTRUCTION ARE- NO"I" FULILY SHOWN ON
THE DRA'I'fl'N','��S ON lt�""- D-RZAAlINGS OR UJ -LM,-. FOR IN SPECIFICATION5 THEN *rHEIR
CONSTRU�,%TION SIHALL BE T'HE SAME CHARACTER AS FOR SIMIL,kR CONDfTIONS T'rLAT Ar�-','Z'
SHOWN OR EiILLE-D F -OF"! AND SHALL BE ,t`RPR9'T_D BY TII_r DESIG'Af-rL
7. THE DRAWRIGS RER."'Esi-77"4117 THE FINISHED STRUCTURE U',�'ILESS OI'I'",7.R"1SE INDICATED
THEY DO NOT !"'IDICATE' THE IJETHOD OF CC:',!STRUCT11ON. IHE =�"'M�',CTOI`11 SHALL PROVIDE
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ALL MEASURES MT_CES`,��RY TO, PROTECT THE STRUCTURE WORKMEN A,"ID .O`flH,'__R PEP,SO"-,*,,s
1, - T -D TO: BRACING,
DUPING CONSI"UC110"N, SUCI-i k4EASURES SHALL INCLUDE, BUT NOT 2,Z LIVIrl
SHORING FOF COV711RUCTION EQUIPMENT, S,'40RIT40 FOR THE 8U!L.n!t,,!G', FORMS, AND SCAFFOLDING,
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S. ALL SITE VIORK AND, Cr,`101P,R'%' SHALL BE DOI'IE IN CONIF"LIAINCE Wi7rl, THE DRA,%VINGS. WHERE
S,"'O""'WHI ON DrRAY',"IINGS, rL rl`�713110 NS, LOCATIONS OF STEPS IN FOUNDATION, AND In'127IGHTS OF
FOUNDATION VhkLLS SI'A!.L IT Vr`R!FIED TO SUIT ACTIVI_ PI10POSED ,/`ND EY:STINC CON'DITiOt'IS.
V,�, FlZ',',!SH GRADE AJNID Fl,'N!'SH' R,POR ELEVATIONS TO' BE PER SITE PLAN.
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10, LOT!3 SHAILL S'E (3RA,�","71) TO DRAIN r'UR'F'AC!E-_ WATER AWA,Y FRO'PI FOU.N0,ATION VIALLSS.
THE GRADE SHALL. 171,11- A [41N. OF 6" %'ViTHIN THE FIRST 10' R11,01.3 EXCEPTION: lv��'HERE
LOT UNES, V!ALLS, SLOPES OR OTHER P,'-fr_,!CA1_ BARRIERS PROHIF7,17' 6- OF IFALL wt 10%
DW -04S OR SV64.11,','",� SHALL BE camsmxrED TO ENSURE DRAVNAGE AWAY FROM THE
STRUC'TURE, I%IF'i':_'F1`/IOUS SURFACES V�`ITH!'N 10' OF THE BUILDING IFOUND.NTION SHALL BE
SLOPED A I'l,vio,"74. OF 2 P'R�'P
4 ETCENT R,V,',kA,Y FROM EUILDINI'3.
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1 1. DIME14SIO"'S NO ',��__'D C115AR OR CLIR ARE MINDJUM REQU!'RED DIMENSIONS AND MUS7 C! I
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ACCUR'%TELY Hv'�'INTAINIELD-
12. AIII DIMENSIONS ARE TO 11,."�.' r",AvOE OF STUD, RACE OF CONCRETE, On' FtX,-E OF MAsOln,'Y'
UNI,E_S�S OTHERWISE NOTEC,
13' CONISTRUCTION SHALL ��N 140 CASE DrE_Nq/TE FROM THE DESIGN SHOWN WITHOUT EXPRES)S
W,RITr1',-',N PEFR�MIISSION OF 7r,'E V`��,',"�"GNER' AND OR LOCAL BUILDING OFFICIAL -
NOTCHING / BORING IN WOOD MEMBERS
1. BORED 140� _' rS IN BEARIT-41,G 'N,tLL, SL ��)DS SFV�LL NOT �'.','XCEED AO!'11ft' OF THE STUD 1A19RI
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HOLES, 1,14 FD'N, a!,:ARIt,iG vv,.i- ,_--rj"1.," SHALL NOT EXCEED 60.',!�a� OF THE STUD Wfll!�)111� IN 1`,,�,',O
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CA',,t,'3',E SHALL THE EDGE 07- ,1% 17113R�111'11 INOLE CIE t175'_ARER' TH;N 5/81, TO TFIE EDGE OF'A S,TUD
HOLES SI-IJ%LL '4NOT BE LO"CATrn IN ��IINY 1131"LID Aw,T A SECTIO,P,! AT A SECTIO -N! '�,"-�,,'I`TI A ctff
OR A N',,';7,'-",,,'-'1 I
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2, I,," HE"," 0`4 THE ENDS OF JOISTS S,",,'V,LL NOT EXCEED ONE FOURT'H OF THE JCIEST
DEPT14 H0'.E '�"TNLLED IN JOISTS SRAIA. INC;i' BE WITHIN 2" OF THE TOP OR 'n"IF 1307,'TD��!
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OF 7-1E JOK'T, ANrl "!�"�`-��:' DP%,ME*rFI,-R O!�' A! HOLE SH� L t,!OT EXCEED 113 1`1`2_ DEPTF1
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OF THIE J0115,11" tlnTCHE""' 11\1 1"HE TOF' rM',' BOTTOM OF Tff7_ ,10 IS SHALL NOT F`Y.C�C`,D 116
THE DEPTH ,1VID SHALL NOT BE LGC'�"�� ...... ED IN I4E MIDDLE 1`4!7-70 OF THE jOIS7 Sl-�A,Nl
3. HOTCHIN'G IN 01,`E'RIOR WALLS t0,0 E:AFING PART11ONS SHALL NOT EXCV�*D 25';"' OF 111E
STUD V?IDTIA. CUTTING OR NOT'CHIN,G OF' STUDS IN NO!"I DEARING PAR-1111ONS STIALL I'l,"OT
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EXCEED 4,1Z C!" THE STUD V,!07H,
PLYWOOD NOTES
t GIENIEIPA� PPOIOIISIO�Iln
A,-, If)E,",�ff*IaATI1,Vr4 RI-7QUP"REMENTS: E;�CH PANa- sHAIj. cE IDENTIFIED wri-H TF,z i,r1;--'RorR,',,,,kTCr
-rw'n�'.",".�'LRY OF 11JE A',4EPICAN PLY'VOOD ASSOC,, ,A!4D SHALL M!EE7 THE R'��",,'C,-4L�1-��171",I'�,',�,�r,,,,'-
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OF THE b `," EDI`T,*IN OF 11HE U.",'5, PRODUCT ST;�,.,NDIARC IPS -1 OR 011P OF AR,'�'S
'�",�`�'DIAF?,DS.
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r�"�"' PAN!,[-] TT��' !�"N� S!"�, Gr --'90E AND Gr,�DUP NUMBER G'R SRik�l fA'Rt-^ SHALL r',',,,E �'6T LIEA�",','T
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EQIUA , 1'-�' t'C;r'i-"'f"')"%N'c-
''L TO TRVI�� '�',,'�'O','!N ON THE 9F1',,',,',r'flN'G. APPLICKIT,01-3 SHALL �"� I t
�1111'111 RIE OMMIEf DA"SONS AG TIF"71 AM,M7I'C,,AN PLYVIO,OrD ASI_�'1'C.
(',� �'IAII,S' AT P1aV!,',"n'K,,, 'rV,,"'FLj' SHALL K�,,VE 318- EDGE D',,S,'TANCE AND N,"%1 !!!w)s
S! j A I Z I t �_'� I
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D., P;_W"OoD Pe"11"ELf"; ',,','�H&LL BUTT AT CENTERUNE OF S',NGL7, SUPPORTIN"31 M`n�!�""','
WTI-! EI)GE, I'VINI-11,,",�' Fl`�' "A E, H PAN7L INTO THAT MEMal':R,
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1 '-."" ��O PfEcE, OF PLV�'��'�'-"�",',, n -00P, OR V,��'Q'J_ 33HEAl"HIN'�'3, S�-!'�'u BE LESS THIANI ""A."'
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A. R"% ETI ',11, HAVE 1/2m CDX OR 5/13� COX A'-%, �',,,'x,Ecrnm E'm:� (1)
SEE PLANS, rViST,,"ALL WiTH THE LONG DRAEPSION OF THE PANEL ACROSS THE
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SUPPORTS EXCEPT WHERE NOTED AND �A,6`119-1 PA�,,IEL CONTINUOUS OV!"19 TWO 0�7 MORE�
SIRA14S ALLOW 1/8- SPACIN'o AT PANEL ENDS ANIO 1/4- SP ING A�T, PANEL EDC,'F7T_3
N'AIL WITH N "I'VALS 0 4_��'/12� O.C.
3. SUO FLOORING
A� PANEL �`!"l FLOORU11G SHALL F"!` 3/4* COX AP,'% RATED TFIllf"ZO-I FLOOR, EXP (1)
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UNLITSr"; E E PLAblS. INSTALL WITH LONG [_1',N`:J`41_1'1O!1 OF TH'7
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AEL RT!�,','�, U',��CEP`r WHERE N',Ol-_D AND Vo'ITH FA�N'M- CONTINUOUS
OVER Tl�'%) OR ,',AORE SPANS AIJL(�t�N' 1/8" SPAC!"O AT PA14EL ENDS At0 1/3',"
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SRACWC, N7 PANEL ECX"37;,S GLUE AAND NAIL ATOP IlLOOR JOIST3 Wir,"! 10d RIMIG
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SHA��1111�'� V,A!�,S 0 6,10 O�C. GLU,_,'' T,I,QL MEET APA SPECrFICATIOt"L
4, SHEAR`MA!_",_S
A� F-AdNEL, ' 'A,',� . .... . . . 5'�-11=E, NO SHALL ,B'r 3/8" APA RtqED SHEETING EY'77 (1) On 5/ " T- I 1 1
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P_011,111111'�'o"*, r'Al,,'�'�L SID�1,4-1 (SEE FLAN�,-'�) 1,,,�% PER PIANS
ELECTRICAL
L CONSULT LOf^,,!',L VI"� ... �',,"Y COMPA1,41Y BEFORE INSTALLIN'.3' 1,4,'�111,1 ELECTRICAL P,ANEL VE-IRFY
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S2E A!ND LOCATION 0"' F,',ikN7L PRIOR To FT,e',P7R!1 CONSTRZ=iION�
2, ,','��'hr',,?<E DETECT F'S SH,N-1. 87 110 V AND 111TER CONNECTE.D. LOCATE AT UEA,73; ONE
SMOi"IE DETECTOR AT FACH 11-0,10:R1. PROVIDE A DETECTOR IN EACH SLEEPING P00'I'll,
HALLVMY TO? OF STANIRS AND AT AREAS ADJACENT TO HALL.S THAT HAVE A CE[UN-0 INCREAS7
OF 24� O' MORE. SMOKE kA 'Al �,IUS'[' BE AUDfl'I_E ICA, ALL SLr-71Fr1r.,, ROOMS, PI"ZIUODE
"I R"e r',',:,',,CK UP PER OBC 90i,2.10A�2 .
. CONCRETE NOTES
1, ALL CO!,,,,'C!�' � GH�tl_ �",'E 5 BACK ',"""""NSIT MIX V? MRi A hMNIMIU�4 CO�vlm!-"','ESSIVE STRENGTH
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- C"11"�11STPUCTIO!-4 JOII"""""'S ""H,'��1 BE PREPARED TO EXPOSE CLE ��e �'A I 1� i-
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�V7N'1`1�'_A,'PON PRO'%0'--r_'D1 E�,�Y Tl�lff"' ['�_'1%171 %/1E_;VT1& V4011 TIH!S CA!"mCULAT1,04,1 IMr-l-LIDE THE RE�,",",IIFTED "�,,",-�POCFR% REI �,',IDEF
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GLAZING NOTES
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k'�cklill"�!N�Ici��,"�ll'�1-111I VNIIIJ; APEAS V-1,14iCH I_VIME '�_FQUATE rN7'nL'1I'RV'J111ON FRO?,` 1*14t' OUT`,�,,ME
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W1114114 THE UPPER 12' O�7 "1117 ;1-14CLOSURES3. THE MINIMUM F1 EE PFFE1 OF BOTH THI
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INCHES EA H
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""" REINFORCING STEEL
1. REIH7O'RC1t,,!C,�, STEEL TO CONFORM TO ASRM A615 AAID BE INTEERMEDIATr GRADE DIEFORV`7ED
BARS- r(PE 1`4 GRADE 4-0
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,e_ � ELIDED STEEL WIRRE MESH �,',HIAIJ_ BE 6`6" V,.,-fl.4xW 1.4 VT M AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTIM A185
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3, UINLESS NOTED REI�ki-70,1�,.�"EM,l�,'�,',�'4'i" BA�-'S TO BE LAPPED MINDV!UM 40 BAR DjA1A,E-',,-;"_"R,3
4, BEIIDS IN RONFORCE.1,J107 SHA',,J_ F'7 U1 ACCO,"DANCE WITH ACI 318-1-71010
5� ALI. DIMENSIONS SHO'Affl rk')�R' LCQ00t,,,'�,' OF REIN70RCIIIIG STEEL ARE TO FAZE OF BAR
AND DENOTE CLEAR COVERAG17. UNLESS SPFCT,1a",!_LY NOTED aflH'771SE CON,CRETE SHALL
REE IS PLACED DIRECTLY k4l",!'NSTI EARTI-I A140 2," WHIEP',E CONCRETE
IS EXPOSED TO EARTH PUT 13 AGAI'71S"T FOR,VMS S!J,BS 04", CPADiE SF',ALL HAYE REINFORCING
AT IAID DEPTH U.O.N.
.
6. SPLICES Itl =!:lI%1UOUS REINFORCING S�"IALL HAVE A LAP OF AM BAR DIAIAETERS
MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL
LAPS IN Ar-11ACENT BARS SHALL BE STAGGERED 5'-O* MINIMUM, VERTICAL BARS SHALL
BE ONE PIECE STAGGERED
1. IN ADDITION TO M,MING OPERATIO14S NORMAL TO THE FABRICATION' AND ERECnI ON
INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING', REQUIRED FC�Q' THE
WORK OF OTHER TFA'DES
2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUf,,*,H AS TOIA,7-L BARS
MEDICINE CAOIDAETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEAILED
DRAFT OPPMR,10,S (BOTH VERTICAL AND HORIZONTAL) AfAID TO FORM AN EFFI_Cr1r.. bA!�RIF-,r'
BETWEEN STORIES AND BETWEEN TOP STORY AND ROD!-- SPt,CE- IT SHALL BE USL,,D
IN SPECIFIC LOCATIONS i'S FOLLOWS�
* IN ItTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS
* 114 All. STUD WALLS X'110 PikFITIONS, INCLUDING FURRED SPACES SO PL �_Z,C THAT
1`11'_�" MAXIMUM DIST94"CE OF ANY CONCEALED SPACE IS HOT OVER lo' -00
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIG,,'�'NIG DOC"' P,')C',!,ETn,
"' IN SPACES BMI�'EEN CHIMNM, AND WOOD FR,`,'k,%,,r�', LOOSE N'ON COMIZUSTIBLE
SUPPORTS OR A METAL COLLAR TIGHTLY F71170 TO THE CHIUANEY AND V,,"',�!LED TO
THE V400D FRAJAI'NG S1411L BE USED
* ANY OTHER LOCAMONS NOT SPZ_-Cj'I-'1CALLY MENTIONLD ABOVE ','U`H AS HOLES FOR
PIPES SHAFTINI� BEHI','�'D FURRING STRIPS AND Sl��,M,AR PL.,%CES WHICH COULD
AFFORD A PASSAGE FOP, FLAMES
3. STRUCTURAL FRAMING SHALL BE OF THE GRA0ES AINI) SPIECIES INDICA,TEED OR BETTER
(WWPA GRA,DING. RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION -
A 2x JOIST A"D RAFMRS
8 POSTS IN VIALL FRAMING MATCH WALL FRAMING
C 4X HEA11MER, S
D 6X HEADERS
E STUDS A,1110 SILL PLATES SEE FLA`! IS
F BLOCKING AND FURRING HF STD AND STRI
G SILLS ON CONCRETE PTDF
HI MISC. FRAF,"ING NOT NOTED F
4. WOOD SILLS FOR BEARING AND SHEATHED V-,!A!_LS Ba,"'RINC C!'I W""131`47'i' OR CONCRETE
SHALL BE POLTED WITH 5/8- DIA ANCHOR 801-T VV73H 7- E'N1137D. BOUIS, Air 6,'-0- O�C.
NIAXItV,';JM SPACING AND ,WITHIN 12" OF EACH END OF EACtl PI',,-.C�,',_`. EA?> -1 SIUL SHALL
r!'CEIV� AT LEAST TWO 800"S, THS INFORMATIONI 10411ILL GOVF`T,N (YN'LESS h4ORE STR1NGa,,',T
CRr,'F-r,',I/i IS INDICATED ON PLANNS.
5. BOLT HOLES IN WOOD OR' STEOL SKA11 BE 1/10- LARIOE T�HAN E'OLTS
It, I
6. AIJ- NUTSS SHALL BE TIGHTIENrD WHEN PLACFn ANID rn",EIIGHTIENED PRIOR TO APPLIC011 "I 00N
OF Ffi'v'13H OR AT COMPLETION OF JOB.
7. `x3xO.229" WAS!,IERS 'SIHALL BE PROVIC!,7i UNDER THE HEADS AND NUTS OF Att
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BOLTS CEARING ON '=D
8. FRA" ' ING HARDWARE %iALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH
'
CONNECTORS AS SPECI,qED IN CATALOG N�O.C-201'k , VA'317kLL CONNECTORS WITH NA,!Ls AND OR
BOLTS AS INDICATED IN T'HE CATALOG ,
S. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JaiNTS IN DOUBLE
TOP PLATES SH�LL BE OFFSET NO LESS THAN 48".
I'lAILS FOR STRVCTURAL CONNEC11ONS SHALL; BE GALVANIZED SIN'KER'S U.0JN.
11. NA& HO'�'.Es SHPAIL HAVE A PILOI` HOLE VVHERE NECESSA"R TO PREVENT S',PLITTING3 OF
WOOD
12. CRIr!?LE VIALLS, WHICH HAVE STUD LENC,11-,"S OF LESS TI'1AN 14" SHALL BE FRA,�,"`,_.O ld"',TIIV�
SOLID BLOCKIING OR BRA,V-CED WITH 3/3',- PLYWOOD SHTF_111`4'1�" NAILED TO THE TOP PLATE
STUD
.4, Is A1,11111) SILL
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,
13. ALL O'_"'ENINGS IN EX� RIO'R, WALLS AND INTERJOR F77A,TR',N,kG PPRT111ONIS EXCEED11Y3
8--o- F'ITXLE Wi;E 60,666LE TRIMMERS.
14. INTEFUOR NON P,'EARINC VIA,LLS O�'I SLABS SHAU_ BE ATTAC;HED �VITH APPROVED IIOV',,L0ER
I F GIA THE SILL PLATE 0 .3V O.C.
15. MINIMUM CLEARANCE BETYT'EEN BOTTOM OF FLOOR JOIST',3 AND -EARTH SHALL IDE 18m
M11N. CLE"',71ANCES f31M_`1,-'EEN BOTTOM OF GIRDERS AIqD EA'R'IH IS M11"N OF 12*
16. A11 f-OUNDATION PLATES SILLS AND SLEEPERS ON CO!ICRETE OR M,,,'1-,SON1R'Y %'1HICH IS
A DIRECT CONTACT �,71111 V�RTH hND SILLS THAT REST D19ECTLY ON CONCRETE K'-%',0 MAQ_ONI`R(
FOU1,Y' ONS SH,kLL BE T'RFAT D WOOD OF FOU�"',IDATIOII C4'1',A027 REOWOO-D MA�-ZKED
ER AGEF!CY. NOTE TH,t7 THE USE OF FG. REDIVOOD MAY BE
PiROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION,
17. FOR RAISED V%'OOD FLOORS PR19VIDE ATI LEAST ONE FOUNDA910"I ACCESS AT LM, 20'
'
OF PLUMBING CLEANOUT. ACCEr,S OPEI`I!I`4'G SHALL NOT 13E LESS THAN 24"x18" IN S!ZE
14F'd11(1dN%X=fiX*]AIff��01
5
NOTE: AT TH' TTME OF FINAL INSPECTIO11, A 1AAN!UAL COMPACT DISK, VIES BASED REFERENCE OR
OTHER APFIROVED REFERENCE DOCU5.41ENT,N'q10t4 SHALL BE PLACED IIN n!E BUILDING IN ACCORDANCE W", -H
�
THE 2016 Ct,UF. GREEN BUILDING STANDARDS CODE (CG8SC) S�L. 4.410 AND CONTA!,." THE FOUO*�YRII',
--A STATILVENT THAT THE M:q,4UAL SHALL REMAII'4, IN THE BUILDI,'�,',,G FOR THE ENTIRE LIFE -CYCLE OF T,,,,IE
STRUCTURE
-OPERATION AND M,IMNTAINEN�^'E I�NISTRUCTICN'S FOR EQUIPMENT. APPLIAA40rS, I IAC SYSTEMS, ROC!,--/
YARD DRP,,.INAG,E, IRRIGATION S'rSTEMS. ETC.
-INFORMATION, FROM LOCAL UTILITIES ABOU'r RECYCLJNC, PROGRAMS AffID Ln_C�TIONS
-PUBLIC TRAINISPORTATIONI AN,0 CARTPOOL OPTI%!S IN, THE AREA
-EDUCATIO!"I IALATERIAL 01 THE POSITIVE I1APA,,','TS OF AN INTERiOR RELATIVE HUMIDITY r'IMEIIEEN
�
30-60' ' "', tvh!!) HOW TO MAINTi','M THESE LEVELS OF 111,1MIDIT'41
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I "'
-INFORMA,TION ABOUT REQU�71`70 ROUTINE MAI'NITA�NEI-,�`,"E MEASU�-ZEF� "?"11CLt !DING CAULKING, R�'!'i"MNG,
I
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G�`�,?',,.OING, ETC�
-I',,,,',FORNA,AT1ON i OUT STATE SOLAR 71IERGY A."10 INCENTIVE PROGR,AM!; AMAILABLE
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'_____�_��� /_'� 67�1z_
S�ALGREE
NINGS AND PROTECT11ON OF MECHANICAL EQUIPMENT .
D'iJRPN! CON'S"R, UCTION. 'AT THE Tif,'f-_ OF ROUGH INSTALLATION, DURINNC, STORRAOE
o�i i�E coZiRucini,i SITE, Aim U'V141. 11�,LANL STARTUP OF TH17 HV,flNC, COCLING,
I
AND VENTILATING EQUIPIMIS141", ALIL DUCT AND OTHE", RELATED AIR D1370.113LFRON . - .1
.
COMPONENT OPEN!!IGS W,L LIE CM�".RED WITH Tf,,PE, PLACSIIiC, SHErT11,42TAL ORR I
P, .
OTHER M IITHOD,';�,, AnCEPTikrA4.E TO THE ENFORCP 0 AGEN,7( TO IRFLNUCE THE AMOUNT
�
�
, '�
OF WATER, DUS"i- k0 DEBFIS, WHICI-1 MAY 011'-,�,-MZ TIIJ� ' SYS7�,`34(Coplsc 41,504�1) I
--FINISH t,.,IA.TER'V,L POLL,tri'ANT CONTRV FINISH MIATER1111S SHALL COMPLY V91TH 'n"I'lis
:SECTION(C'CIT�0 4�500.;-,") 1
-ADHE,,BR1FX, SEALANTS AND CAU',J,!,S USED ON TI -IE PROJECT SHALL M,'.U7,# THE REQUIREMENTS OF THE PD,"'_001�,':NC STA!"IDAR.DS
Vt-&E'ZS MORE STRI'N'�,'��1411` LOCAIL r,I!',,' REGIONAL AJR POLLUT*N OR All", OLIA1,111Y MANAGEMEHT DI!SIICT F1,1LE"',; ��',,,"�',,','-�',I_Y.,
1. ADVIc"SAVEE'S, ADHN7L.IVE BONDTNG PRM�ERRS, AlDHEI-11VE PR%Rw!ErS-, SFA,A,�MITS, SEALANT PRIMERS, 1INn C/,,!P1,K"'- SIIALL COMPI:f,
�'
Wllr�H L.C!�AL OR REGIONAL AIR POLLUTION CONTROL OR AIR, 011�UT,' MA!,1'AG!DM,ENT DISTRICT RULES V.1HER,7. A,:-'7IJQNk3LE OR
' ' '
SCIAn"'ID RULE 1163 VOC UlAri.'S', AS SHOWN IN TAill,E 4�51�,.l ORZ 4.504.2 ,kS AF�IPICAF,LE. SUCH PRODUCT.5, tI.SC) SH41 COMPLY
I I
� 14 ,�
HISITIC'! (',� THE USE OF 001TAII'l TOXIC COMPOUNDS (CHLOROFORM, ETI-!Y`L0N'7 VXCHLORID'E, HETHYLEN'E
'� I 01
CHLOR,iDE, PERCH*,_OROETH%,1_EV'E Ak!-) TRICHLOROIEDMIT-VE), EXCEPT FOR AEROSOL PRO!�I'UC,7' , AS SPECIFF"D IN SUSSr!,M'01 2 DEL �A%
2. AEROSOL AdDHESIVES, AND SMALLER UNIT SIZES OF AID44ESIVES, AND SEAIANT OR, CA,ULK!n'1!,G COMIF'OUNDS (IN UNITS',' C',17' P""'I".101-DUC"i
LESS PACKAGING, 1,7111CH DO NOT WEIGH MORVI THAN I POUND AND DO NOT CO;NSr,,,',- OF IM -011%,E TH�,,N 16 FIL'UID C'I,I'M'C!-_'Z) SH,�J_L
'
COMPLY WITH Sl",'��;010r VOC STANDARDS A,ND OTHER REQUIPEMIENTS, INCLUDIIG PROHIBITIONS ON USE OF CERMNINIL Tc,"'Y"'Itul
COMP'OUNDS, OF CALIF. CODE OF REGULATIONS, TITLE 17, COMENCIN1 V11111 SECTION 94507.
-ARCHITECTURAL PiNINTS AND CO/�Xjl"^S Sf4,,�Ij_ COY
o�v _PLY WITH VOC U11,41TS III' TABLE I OF THE ARB ARCHITECPJ-','v)A,L SUGGESHED CONTROL
MEASURE, AS SHOW'N IN TABLE 4.504.3 UNVLESS MORE STRINGENT LOCAL LV"!74.1; A,PPLY. THE VOC CONTENT 11'a'IT FCR, COATINGS 'rKAT Do
NOT MffEr THE DEFINITIONS FOR THE SPECfjkL1Y COATINGS CATEGORIE7S LISTED III TARLE 4.504.3 SH&L. BE Ov"r,"RMWED BY CUASSSFYING THE
" I
COATINGS AS FLAT, NONFLAT, OR NONFLAT-HIGH GLOSS COATING BASED ON ITS GLOSS AS DEFINED IN SURS'EC11OVS 4.21� 4.36, AND 437
"'
� I
,
OF THE 2007 CALIF. A.'rK RESOU,RCES BOARD, SUG��ESTED CO R THE COIRRESPOil-IDI"NO Fk"AT, NIONTUT, Or, NONI1J"111'11,IIf11
� 3 �' 1- � ". I "I "I � .1 ��. �� � � "
' - '
-AEROSOL PAR47iS AND COA111"40S SHALL IMEET THE PRODUCT-k'i00,HTED t,4IR UIVITS FOR ROO IN SECIIO�'! 041�522(0(3) AND 01'1-'EP� REOUPREMEI'Ils
V,),CLUD!NO Prol"11-113ITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND 070,'AIE DEPLETI�13' SUE71A'�-"Ccs' IM' SCCl1ON!;'9'52i(P)(2")' A�',JD (d)f,2) OF
- 1� 'I., 11 11,
Or �'F�" '�
CALIF. CO!:!'��".' OF REG"'JILATIONS, Till!-. 17, C0MMENCI,,',,1G WITH SECTI%1 �04520; ANID IN AREAS UNIOr'71 T112 JURISDV70N , _ R , � )%l,,,E:A AU
11 114, - A,
QUALITY hP',,",'!,AGEMENT DISTRICT ADDITIOIN JLY COMPLY WITH THE PERCENT VIDC BY WEIGH7 OF P:10DUf7r UMITS OF REG, 0, R(ju 119.
11
-VERIR�'-,A:r,IOM, OF COMPL]ANCE VV'rH THIS SECTION SHALL BE PROVIDED AT THE REQUES7 OF THE Ef',170R�IING A!31ENC%!. r;loc�,,�,i�71","q-r�'ll,�-tio�,11�I Mp"Y
PNCLUD:�:, r`UT IS NOT LIkITED TO, THE FOLLOWING: 1. k4t,,�,!�,J,",ACI'U'�Rc'V�'-"�'S PRODUCT SPECIRCA110!1, 2. rl�_ZLD VERIFICt:7,10,N! 04-7 0.114 SRE
PRODUCT CONTAINERS.
-ALL CRPET INSTI-11-ED IN r-�,E BUILDING INTZF*�!" SHA!.1 VC -I'71 THE TESTING AND PRODUCT REQUIREMENTS OF ON"" OF THE' F0,1_LOWING:
" I
1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGR,AA4, 2. CALIF. DEPT. OF PUnLIC Ha!JH, "sTh,mARD i�7`_-filO,D FOR THE TESTING & EVALUATION
Or' VOLAMLE OR1'*t',N!C CHEMICAL EIA"'!SSINS FROM INDOOR SOURCES USING ENVII-10t,IMENTAL CHA)483ERS� V'ERS1014, 1.1 FEBRUARY 2C1C(ALSO
Kl*�OM!N AS SnEC1FMCA-,TICt,! 01,3501, 1 NSF/AIMSI 140 AT T11C G'OLD LEVEL. 4. SCIENTIFIC CEF,nn MCATIONS SYSITJAS INDOOR ADVANTAGE GOLD.
-- 4 CA PET & RUG INIST- TE'S CPEEN LAnTEL PROGYR4C
ALL CA,RPI`7 CUSHION IMSTAUE IN THE BUILO'ING INTOPOR SHALL MEET THE REQUIREMENTS OF ,,P, 511U
-ALL CARPET ADHESIVE i 111.1 ' -I'll" I �.
" . *
, 11� " 'EIVI ,ORI' 4PLY % I'll ONE 0',1 M Rr_
-1�1,'HERE RESILIENT FI -00 ING IS INSTALLED, AT [_FArrST 00 � 0 F F,'LOOR AR REC ING RESILIENT FLO N,G SHAM COk ,"'il I 0 E
OF 114E FOLLOW�.',",'T,: 1. VOC LIMITS DEFINED IN 7HE COL11,90RATIVY'. FOR HIGH PERFOR�.,IANCE SCHOO!��3(CHF`S) HIGH PERT-ORVA!',ICE PRODUC-Ts
[V%1VASE, 2. PRODU'C'TS COMPIANT WITH CHPS CIR11TERIA CER11FIEn UNDER THE GREENGA,URD CvflLD!7,,'f' GR4141. 3. CER11'ICATION
UNDER THE RES11JA!,41' FLOOR COVERING IN7,ITUTE(RFCI) FLOOR -CORE PROGRAM. 4. M,EET THE CALIF. DEFT. OF PUBLIC HFAUni' '�-:q�-.�-IC�1'RO�
-
I 77VOD FOP, 11l," TESTING AND EVALUATION OF VOLATILE ORGA�411C CHEMICAL Et,AISS-,1,ONS ,FROM INIDOR SOURCES USING ENVIROVk4r
�114'__ " " I ENTAL
CHAM9,ERS", NP,:F"�'IOM 1.1, FEB11UPS,ZZY 2011)(Alf0 KNO��,74 t_q SPECIFICATION 10350).
�0
-H.ARDWOOD PLYV,,� OD, P/V`vnCLEBOA,RD AND MEDIUM DENSITY Flk-Rev"Ro COMPOSITE vmcr-, P',woucTs USED ot,i TH,r iNTER,vor, OR ExTERRIOR
' -
OF THE B,'.JILf),'�,N*,G SHALL HIEET THE REQUIRZTMENTS FOR FORMALD0"E AS SPECIFIED IN t,7k)O'S AIR TIC,YIC'S CONTROL �,,�E'ASURI_- FOR COMPOSITE WOOD
�
(17, CCR 93120 ET SEQ BY OR BEFORE TTI.r. DATES SPECIFIED IN THOSE SECTIONS, AS StIVOWN IN TABLE 4.r5'c'4.15
.
-VCERIF1C:-%TI0N1 OF COMPLIA.,NCE kNITI-I '11-113 SECTION SHALL. BE P O\ADED AS R79,1� "STED Bl" ITIZ EMIFOru!'NG ACC01-,,',"!� Cr CUMF��TA,1`1014' 'Trv,LL !s�"C[_UDE
ONE OF TF." IVAYS OUTLINED IN SEC niON(Cf_-,.-DSC: 4.504.5.1),
"
-COV""'RZT-IE SIAS FOUNDAM!'I'S REQUIRED TO 1-b%V A VAPOR RE'A,7,1DER, By THE CALIF. BUILDING CODE, CtIA', 17��'71 I[" O" CONICRE7E SLAB ON
�
I �A TER 5, -,"1�111 �11 AI!3O COMIPLY. 'VV'7'74 THIS
GROUt,!0 FLOORS REQUIRED TO HAVE A W,POR RE-u"RRDEP FY 'Ns-' CALIF. P0 1- E P u F "
SEO,VM,4(0-,,;`SC 4,5n,5.2).
" ' 1'1� �' AT LFAS,T (1,111E OF THE FOI_LO1A,1t,,!G: 1. t,,� A* T,t-1,�1,L^,��-�'(101.6-�-r,,-I,,) BA5,,1E OF 1/2�
-A CAPIILJI�X",-',� BREA- SHALL ff.. INISTALLED 0-4 CO,k?,",LVV-4CE V?ITH �' .
' ' � '11
(17.7mm) OR' LARGER CLEAN AGGRIEGAIT: SHALL 6�,"- PROVIDET) W111,11 A %!,t,?0I`,,1 RETARDER IN DIRECT CC,,'z1,A,'," 'VM I CONCREEr,,- A-1,10
�:"RL-T!"r
MIX I"'i-SIGN, V�1111'-C'Ifi V, 'U_ ADDREF'�'S BLEEDING, SHR1,N!'<AGE, A�410, 01RIJ&IC SHAI-L BE USED. FOR A,')DrVON,��'. 11,411,70. SEE A!-,,41ER,,'CAN CON- -
INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT MZrHOUS. A,PP-7,470 BY THIE ENFORCING A�,'ENN�Y. :,7,. A S;J,,9, DESIGN SPECM"IED 0)' ,A
LIC�',I,ISED DESIGN r.,'zt',,,t"r_ssi5,,,!_AL.
-fl',JILDING MATER!AI-13 W1111 VISIBLE S11011,1Z 017 T'ATER D1A1'!,,A,GE SHALL NOT BE INSTALLED. VIA�,,._L' AND r_OG,7R F-Rt�',MING SHAUL, NIT E"'I'_' ENCLO�SED
46 , !�
W,AFN THE FRAMP,�"'Z M,EhP7EFS-, EXCEED 19% WOE"i'r1,"1F";'E_ CC.�,FTENT. �JOISTURE CONTENT ,',' i''I.L. RE- VER,11FIED IN COAAPU,0,,,'-,r_ �-'VV',"," TNIF OINS, OF THE
i'i�fiiol)s cuTLJN7D IN !,-,ECMN(CGF,4SC 4.1-55,015.3). � I !
-FAP-H RATHRO'.AM SHA!J, BE MZCHAN'��ALLY %MMLNrED AND S I .1 L ,1711 TH,E FOLLOW1% 1. FANS 1',',,,H'tk,LL BE ENERGY STAR C%IPIS"�!T
A,ND BE DUO"'Iff"D TO TERt,JINATE OUTS!0E THE BUILDING,', 2. UNLESS FUNCTIVI'P�N*S AS A COMPONENT OF A WFoOLF HOUSE VENTILATION SYST,t3'
,
FANS MUST BE CONTROLLED BY A HUMID11'Y CONrFRO1,_ (a)HUMIDry com-ROLS '13ZHAILL BE CAPABLE OF ADJUS111,111,11,'T BETWEEN A RELATWE HU`,,�VDITY
1.
'r' "'I I 'IY 0 N'Tr
P,ANOE OF ,," 50% TO A MAX, OF PO'rl. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS 07 ADJIU'517MENT, (b)A F,,',A,'!DY , I 701_
M,"A"y BE A �,,�EPARATE COMPONENT TO Ttir- EXHAUST FAN AND IS 140T REQUIRED TO BE INTEGRAL, Srz-CTIOP,1'(0'GBSC 4406.1).
-WHOLIE, HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS W�,H,ICH CLOSE W1IEI,4 T1-17- FAN IS OFF� T14E CO'r._RS OR LOUVERS
SHALL H,A,VtE 11'A6, R4,11 INSULAT110N. SEC11O"(CGLn3C 4.50701).
" '_ � I ,"
,'
- H EAT', �� ' :"' AND AIR CONDITIC"!"'G' SYSTEMIS SHA!1. BE SIZED, r,"'ESGNED AND HAVE THEIR EQUIP',AENT SELFC7ED US!`,�� 7RiZ FOLIJOAVING METHODS,
, � HEAT LO', kND HEAT GAIN' IS ESTARUSHIED t CORDING TO ANSI/ACCA 2 MIANUAL d--2O04(REq,,0E!';,TIA& LO� CALICULAMON), AVIHI '�J-
1. T ,I I "I - � SS t
P 'HER E ' Or' N' - -I'D A111SI/ACCA I �v,,�Avw_ r�
,��
� 11 ' ,
1-T)gOOKS OR, 01 DQUIVALENT DESIGN SOM'11ARE V� E ODS. 2. DICT SYSTEMS ARE SIZED AccoR,rivix., I
1.
�"
-2009(RES!D-;11T1'#"L uvu SYSTEMS), Ar,HRAE HANDt?OOKS OR O-I'HER EQJJfVALEVT DES!GN SOFAMAVRE OR N','�ETHODS. 3. SEU!�',,"_-(�r Fl,-!��','TN'1' t,,7�0 'COOLING
EQUI',,"�MENT ACCORDING TO AN::-I11,-1C,A 3 MA14LIAL S -----2004(R, - ,I)ENIIIAL E00tIPMENT SELECTION) OR O-PTOP" EQUIVAIENT Dr_��',�1,7,,','N CO�F`r,,TV"-�:' OR
f 1�
MEn!DDS, SECTION CGOSO, 4-Z07.2. I
,
,
MNIERGY EFFI'0'IfE_,N1TCY TO COMPLY WITH THE CI1R7,,FNI' TITLE 24 �'�':"'Q�'�l')';�'r-M�c-*�l",�'r-�. SECTION CGDS,1; ,`,42'�'111"A"
--WATER CO",,�S7R"ANNG PLumeitic FIXTURES MID Ffffi'IIGS� SECTION�'Cii.isC 4.30ii
WATEF: CLOS',":TS: <� 1.28 GAL/,'-'LtJSF,,' �
i
URIt,!ALS, 5� 0.5 G,AL/FLUSH i
!
SINT,1,f- SHOWER V,7�knS: < 10 GPM 0 8(71, PSI j
MULT"PLE SHIOVA-71`1 HEA0S: COh40NED FLOW RATE OF ALL SHOW,�HNE*[It',-' AND/OF4, OTHER SHOWER OUTLEFS f".'ONlRv'01j_ED s%r '�' S"-"�'in"L!7 VA�LVE v"IAILL
Nel"!T EXCEEED 2.0 GPM 0 F0 PSI OR ONLY aM'E SH"TVIET'�,' OUTLE'r IS TO LE INJI OPERNION AT A T11ME
R2',SIDENTIAL L)WATORY FA,Ut�,EIS: K 1.5 GPM 0 60 PSI
U,/,\1,qCr,5" FA�UCETS 114 CON",= A'N'D PUDUC U`�r_, AI,_,ZZ-k1,'3 OF RE�,IDENTIAL C'VV,,DI1NG'S- i5, 0,5 GPM 0 60 PS�I
ME7RP"� FAL-1CF.1',';-, .,, 0�25 OALLON,,S PER CYCLE
'" � I
"' ' " '
KITC!-','E-N FAUCET : < 1.6, GFIM G, 60 PSI; TFMPORAT�y INCREASE 10 2.2 GPM ALLO!"I'ma BUT SHALL DEFAULT TO t8 GPM
-IRFP'3/',L;`rI0N WA�11`_R LE,Z SHALL HAVIE �`JTATHER BASED CONTROLL�
"iZS SECTION CCBSC 4.304.1
-150r, OF CONSTRUICTION W.ASTF SHALL BE RECYCLED SEC71ON C, � 1"�'C 4.408.3
(V',,1Nlr,,'1'UM EROSION AND SEDIMENT (',*ONTROLS FOR
PROJECTS DISTURBING LESS THAN ONE ACFIE
Thc, EA P's (Best t.,"lanagement Practices) listed be ow rnust be in place durin,g,', th�,',, ra,iny seasoir,� (October
15 through Apd! 15) andrr,.ay be required at Other 6mes based on weatherand .�.*,,','Ke conditioms" ' h,11,01 u c I, o u t
the year. The R!� "IP's listed are minimunn. reqt.1,I3'r,�,,-,.,rn4nts and ;additioneall 13M,P's cou7;tl, 1,,,,,-. rr',quirer"', 1!'�,r'���"""'�r""_� c�"'l
sitr,, conditions. I �
,", -tio",
,-, Stabilized entry: Provide minirr�um 3" to 6" fractt,ired rock 50,'long x- 15'wide il-,y 6" dee,p over co'n.,;1�,"'Y"., _)��
I
grade fabric.
J�' All soils tracked onto paved roadways must be cle,aned Lip on a daily basis. Whem streets are wet,,-�r duri,ng a
rain event there shall be no trackirig of soils onto the street. .
,- Wattles installed proporly behind curb or!�,idc,vvalk,�
& Rock bags (minimum 2 per side) at all dr' Ications within 150'of the project site.
a Internal filters placed inside each drain inlet.
a Trash bars across the back of all drain inlets.
a Stabilize all disturbed soils in 'the front yard areas Mthin 15'of the, back of curb or s,ide=� Ik. (Straw or erosion
blankets may be used for this application)
a Stabilize r-fll slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may
be Used for this application)
* Ali paint, fuel, construction prod=ts etc. shall be sto,rod in a covered location a,way from sidtv.!alks and storm
drain inlets.
* Portable chennical toilets if provided on th e site n'it, st be kept off of streets ,and ��ide,',,.,alks and at leasL 50' fron.n
the neare,st storm drain inlet.
. I
o, All trash must be collected and stored properl D � no',t llct itenis such as dryv,,v,a1l nnud boxes., -'alr�'l
y- I "
bucknts-, cleanirv-'J material containners etc. come in contact wil'h any rainfall or storn- �,'Vatler runof,�'.
,,, � . -1 11, , '�� L ')r thi
'� Providt, a designated area for concrete vvre'shawt. Hay ba!es lined with visqueen may b� , ised lf�, " s
," U i a !1 - .' % -
application. Rollaway bins may also be used� All concrete wa,sho�.�! systems shall be placed off of
trie pav��d str ets,
, I 11 I
" I I "� / ��
-, Afi,'er installation of the above items is, complete ,a mainitenance program noeds to be dcv�loped to ir1-?,,1rc' t� c!
continued effe-ctiveness of your BMP's.
60el
X% .
4112"
,
�P�4--�Zucl Nuv". I Frionn, WOOD FRMME,D C,ARA.G'�- TO LIVING AREA(470 SQ� FT,'�
" '�ffl �
AVD ADD K," 1/4-4 E,,.,�"'v;i It", E�"'*'J"-�-I*"!r w.Lc�
[',.'>'I'1"AT,N"l�'-1 RESIDENCE IS CIRV,� "'_'111100'
ALL 'e4'O,1"'K ON THIS PROJECT SHALL CONFORM TO, THE ADOPTN".'D EDMOINIS
'
'
OF T,'!E 201b CDC, 2016 C17C nQ15 CMc
2016 CPC , 17HE 2016- CALIF. ELECT.
CODE- ^91i� CALIF. ENERGY S,75��41),",,R"IS �Iz 201& CREEN BUILVII110 STAN!," , ',AP,?0 S C 0 D E
OccriPt'NCY IS RESJ',3E?!TIA�11 r
O�
";' � ,
'� �"�'r ,<AW -
�
'in')
Tr�,'17 0-7 CONSTRUICTI ' I , " IT _
---.I-
R-25 0"�'CCUPAN,C."�,I/
V -B (_.`C)'NS_r1RUC_1"10N
, - -
;7 - e- , e-1
PERMITO 517
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
'*9';" ' ' ' - ___�
0 1 " BY '__�x
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DRAWN B YI
!
8, RUBAN01"!7
-
DATE!
10-17-16)
1 1
.............
INDEX
1. EXISTING FLOOR PLAN
PROPOSED FL.00R PLAN
:
.
2, FOUNDAPON PLAN
�7IOR ELEVATIONS
:
CROSS SECTION DETAILS
.
SITE PL -AN
- .
I �' :
3, ELECTRICAL PLAN
-
____ __
____ ,
-
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.
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/`31 ' ` �
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DRAWN B YI
!
8, RUBAN01"!7
-
DATE!
10-17-16)
1 1
.............
INDEX
1. EXISTING FLOOR PLAN
PROPOSED FL.00R PLAN
:
.
2, FOUNDAPON PLAN
�7IOR ELEVATIONS
:
CROSS SECTION DETAILS
.
SITE PL -AN
- .
I �' :
3, ELECTRICAL PLAN
-
____ __
____ ,
-
- - ______
.
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NOTE, PROVIDE ttl BONDING ELECTRODE VlHICH INCLUDES
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- ALL WORK' ON THIS PRO-f7.C-1 S!"IALL CO 11RORRM TO THE ADOPTED E'DIMOT lS
OF THE 201VLJF. ELECT» CODE PERMIT #-
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DAT -
NOTE, PROVIDE ttl BONDING ELECTRODE VlHICH INCLUDES
PROVI5IOf`4S FOIR CONNECTING ATLFYSTTHRE-E GROUNDING OR BONDINIG
CONDUCTORS REQUIRED FOR CoM%M31NHQMfIONS S)STIEMS SHALL BE, INSTALLED
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