HomeMy WebLinkAboutB17-0014 058-650-0181. ALL WORK ON' 7-11S PR�OJFGT SHALL COINIFORM TO THE ADOPTED EDMO14S
HE DC, 2013 C-,-,,, 2013 Cv,o
2013 ZPC , THE 2013 CAL!i-�'.' ELECT.
CCD�-- 2013 CAU" 0`4ERCY STANDARDS 1,141) 2013 CA. OP,EEN CODE
2. 0,47SIG!"IER �:NAAL APPROVE ADJUSP,T,,'ENTS TO AI`!Y P� Or TH7SE PLANS.
3. 1�1.111'R"EV M!IIIEJNIZN�;,�NS ARE TO BE USED: DO NOT SCALE '911TESE Dr--Qk'N,11NGS
4. SPEC;'FIC I�NIF'OfR'Nw`,TIONI ON TF7 D-1-7,MVINGS CIFFER11,42 FROM., THESE NOTE%' SXV1,LL
Apl*�`A��
, 'i
5� THE CONTRA,CTOR SH)Q-L VERIF"f SITE CONDITIONS, 1,ND THERE CORR,'-'1A1tON VVITH
11 ER OF AMr( INCOMSISIENCIIES
A11 NOT!tm�' COUNITY OR DESIG*417 "I
�1, r
OR DISCMEPP�!�!,I,ES P71OR TO THE 0'7',��!!,INI!IIG OF CON7,31RUCTION.
6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOO'Ai'N ON
AL R I -
TE RAW[I'4GS OR C LED FO, N SPECIFICATIONS THEN THEIR,,,
CONSTRUCTION SWA%11 BE- R!E SP,.',!-!---. CHARACTER AS FOR SIMILAR CONDITIONS TI -97 A7,;E
SHOWN OR C6,110 FOR AtID SHALL ST APPPIROVED E,'Y THE CESIGNER.
7. THE DFZAI�,'AN'GS REPRESENT, THE FINISHED STRUCTURE U1,141LESS OTHERVISE INDICATED
7HEY DO NOT INDIC�M THE METHOD CIF CONSTRUCTION. THE CONTRACTO',1' SHALL PROVIDE
ALL MEASURES NECESS�,tf,ZY TO PPOTECT THE STRUCTURE WORKMEN' AND OTHER PERSONS
DVRUNG CONST2'U,0,T';ON- SU�,',`H, M7ASU1*7ES SHALL INCLUDE, BUT NOT BE LIMITED TO: &'7.ACI1N1G, .
�1,11HORING FOR CONSTRUCTION EQUIF'MEINT, SH02RING FOR THIE BUILDING, FORPOS, AND SCAFFOLDING.
0. ALL SITE NVORK A"11) ORADING SHALL BE DO�NE rol COMPLIANCE '��!ITH THE DRAWINGS. V,,'I10-1'1,1E
,
SHOIVAIJI ON Drtk-YINCIS, ELEVATIONS, LCC',,�MO!JS OF STEPS IN FOUNDATIO�,'i, AND HEIGHTS OF
FC'U'N[')ATiON WAUS SH:41 BE VERIFrD TO SUIT AC-1JAJL PROPOSED AND EXISTING COWMMONS�
9. FINISH CRA-iE ANO, FINISH FLO309i ELEVATIO!IIS TO BE PER SITE PLAN.
10. LOTSS SHALL BE GFI,�DED TO DRAJI'l SURFACE V -LATER AVLAY FROM FOUNDATION V.,',ALLS.
THE GRADE SHALL FAUL A MIN. OF 6" WI -R-11111 THE FIRST 10' R401.3 EXCEPTION: WHERE
LOT LINES, V,fALLS, SLOPESJ OR OTHER PWSICAL BARIRIERS PROHIaIT 6- OF FALL IN 10"
L R SURE DRAINAGE AWAY FROM THE
c - LDR,!�', N 11 t4 P
STRUCTURE. IMPER'AOUS SURFACES V1"IN 10' OF THE BUI ,,, FOU DA ON SHALL DE
SLOPED A MIN. OF 2 PERCENT PYVAY FRO110 BUILDING.
�
I 1. D5,,1,F-NS!0!,,!S NOTED CLEAR OR CLR AIRE VIINIMUM REQUIRED DIMENSIONS AND MUST BE
Ae.',C!YqATE1:,( V,NN7IAINED.
12, ALL MMENVONS /,JZZ TO BE FACE OF STUD, FA,CE OF CONCRETE, OR FACE OF MASONRY.
'
U,�-,.'LESS OTHER,13!SE NOTED.
13. CONS.1-RUC-11101NI SHA11 114 N'O CASE n't\1ATE FROM T`F!E DESIGN SHOV,f!"! WITHOUT EXPRESS
WRITTEN PERIVIISSION C!' 711r�� D[SIC-V,ER AND OR LOCAL BUILDING 07PCIAL.
NOTCHING / BORING IN WOOD MEMBERS .
1. BORED HVLE7S IN SI -ZING W',ALL STUD'-' SHALL NOT EXCEED 40% OF TTIE STUD WID11i
HOLES IN NON 6E,AJ9,!N'-G VV'?'LL STUDS SHAII NOT EXCEED 60% OF THE STUD WIDTH. IN VO
CASE Ml`,LL 'NiE EDGE OF A BORED HOLE BE NEARER THAN 5/8- TO THE EDGE OF A sTur,
14OLL-S SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTIO T
OR A NOTCH
2. NOTCHES ON THZ ENDS OF JOIS`TS SHAU- NOT EXCEED ONE FOU!'71H OF, THE JOIST
DEPTH HOLE DRILLEC) IN J,,7)1"R*rS SHALL HOT RE WrI`H!,.N1 2" OF THIE TOP OR THE UOTTOZ,�
OF TI -17 JOIST. Af."D THE DY,MZTER, OF ANY HOLE C-11ALL NOT E)�"CEEO 1/3 THE DEP-TH
'-
07 THE j01735 NOI`GCHES IN TI -1`7 TOOP OR BOTTO!A OF THE JOIST' SHALL NOT EXCEED 1/3
THE DEPTH AS;,'D SHAU. N07 F"!: LOCATED rN, THE MIDDLE rXIRD OF THE JOISET SRATI
1
3. NOTCHING IN E XT"'!OR 10','ALLS AND BEARING PARTITIONS SHALL E'OT EXCEED 257",4 Or TH!Z
I
C HALL N
ST1jD WIDTH. CUTTING OR NOTCH!NG OF STUDS IN NON BEARING M-,7TMONS S OT
""'
EXCEED 40`7 OF T14177 STUD WIDT14.
PLYWOOD NOTES
1. GENERZAIL PROVISIONS
A: IDEN"19FICATION REQUIREMENTS EACH PANEL SHALL. BE IDENTIFIED WIT'l-I THE APPROPRATE
- TRAD'EMARK OF THE AMERICAN PLY*11001) ASSOC,., AND SHALL MEET THE REQUIREfIENTS
OF THE LA=, -j EDITION OF THE U.S. PRODUCT STANDAR3,I) PS -1 OR OINE OF APA'S
PERFORMAI,rE STANDARDS,
-
B: PAN",`1 711��CKNESS. ORVIDE AND GROUP NUMMER OR SPAN RATING SHALL B'E AT L -EAST
EOUA � I - TO THA71 SHOI,�1,4 ON THE DRZP%�,`IINO. APPLICAMONS SHALL BE IIN ACCORDANCE
V?�`5-i RECOMM,ENDATIONS AD THE AMf,-RICAN PL%ft,�-1006 Assoc.
' ' '
f�, WL- , -V11- -rE 3/8- EDGE DISTAVCr M-0 VA0L HEADS
- iV, S AT PL�A'!OQCD PANELS i,l H A� .
SHALL NOT PENETRATE THE FACE OF THE PLYWOOD
D, PLY-N%0,GD PANELS SHVILI BUTT AT CENTERLINE OF S11,40LE SUPPORTING MEN,SER
Yff"111 EDGE NAILING FROM EACH PANEL INTO THAT MEMBER.
E- NO PZCE OF PIL'A"!1OD, FLOO,*,3', OR 'WALL SHEATI-11ING SI-LALL E37, LESS TIIAN 318"
Tir if C K N E S S
2. ROOF SHEET`I'N'G
,k PA,NZIL RCO7 SHEETING SHAILL 1-1,4C- 1/2- COX OR 5/8- COX APA SHFETI;',`G, EXP (1)
-
SEE 'F;LMNIS. ws-ml i;nii THE LONG DII!M'ENSION OF THE PANEL ACROSS i�'E
SUPPORTS EXCEPT IVIiHERE NOTED AND WITH PAkIEL CONTINUOUS OVER TWO OR M"4RE
C, - 1, -'A
- -ANS ALLOW 1/3- SPACING AT PANEL ENDS AND 1/4- S,- ,CING AT PANEL EDGES
'!
NAIL WITH &I f4AILS 0, c,"/120 O.C.
1 SUB FLOORI!14�0
k PANEL SUB FLOO'7ZING SHALL BE 3/4" cDx APt4. RATED sTuRo-i FLOOR EXP (1)
�
UNI -ESS CTVIER��'ASE NOTED O,N THE PLMIS. 1!`,4STALL WITII LONG DIMENSION OF- THE
PANEL A,`F,'OSS TW SUPPORTS, EXCEPT �P:'HERE NOTED AND WITH PANEL CONTINUOUS
"
OVER T',"�-,) CIR t,!O�F,r, SPA�NS ALLOW 1/8' SPACING AT PANEL ENDS AND, 1/8-
sI3Am,,'- AT PANEL EDf,',EF� GLUE AND NAIL ATOP FLOOR , JOISTS VV'17,141 10d RING
r',HAN'!�' I .
- , NVILS Pk G,10 O.C. GLUE SHALL MEET APA SPEcIFICkTIO1,4.
4, S!�IJIE"",�'I'lilil�t4�!�"I.C3
�
,
A. PA1,17L. V!Al .1 S!!E1EI1`,W^r1 SHALL E?!--- 3/8" APA R-A,7t,.'D SHEETING'. EYF' (1) OR 5/3- T -i i I
*
PL'�.�'i&-,D PAINIEL SIDINO, (SEE PLANS) NAIL P17,R' PLANS
. ELECTRICAL
1. CONSULT LOCAL UTIJ17Y COMPIWI-4' BEFORE I�NSTALI ... II`,JG MAIN ELECTR',�Y,L PANEL. VE,RIV-Y
r7r- AND LOCATION OF PA -,NEL PRIOR TO STARTING COtr-TRUCT1,11\L
1
2. SMOKE DETECTORS SHALL BE 110 V AND INTE"R CONNECTED. LOCATE AT LEAST ONE
SMOKE DETECTOR AT EACH FLOOR. PROVIDE A PE�IECTOR IN EACH SLEEPING ROOM
HALLV.1AY TOP OF STA�7'S AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE
OF 24" OR MORE. SMOKE ALARM IkIUST BE AUDIBLE IN ALL SLEEPIIPIG, F?�'x,Ms. PRO= -7,
7.2.10.1.2 .
CONCRETE NOTES .
1. ALL CONCRETE SHALL Er- 5 SACK TRANSIT MIX WITH A 141MINIUM COMPRESSI'VE STRENGTH
' tl ,�-tp O "
A171 ."'01 D'ArS OF 25000 PSI AND A MAX,IMU,M SLUN F 4
2. COI"�'Iir=,notll JOINTis SHALL BE PRTPAR�ED TO rYPOSE CLEJ,�N SOLIDLY EMBEDDED
,
�
P1r-1`1R-r-0'.kI71:, OVER TI-rE E`!TiF!E JOINT INITERI'ACZ
7 r Es �
01 PLIACIIE7MENT OF PIPIr Cot-431,11T,Si OR' OTHER EMBEDDED IT'1`D1;,S IIN "RIE CONCRETE SkH,'�,I,L
D'E III' ACCOR11`,`,"-N k`i �THIII THESE 0,-,'V,N'V'IN1-jS.
I
,
4 ', IN Sbt,,'-�s SHAJ-L BE SO PLACED THAT TH4'. Ay, ,UM I k - IS*N
- CONRZACTION JOIN'T`�, 7 M � I M O! iEN
AND AP'! -'A Or- ANY SECTIC'n" DO NOT rXCEED 30 FEET AND GOO SQUARE FEEr
, �
E
4, 1.1:1,TRIlICTUR1411- STED- SHAPES T'LI23ES AND PIPES EMBEDDED IN CON'C�R!F,77-- SHALL HAVE A
'Mp,�Ii',MUM OF 3� Col.""CREIE COVER
ATTIC VENTILATION
1� Tirlr NET FREE VENMIAT`i��G AREA SHV'11- CE 11300 OF THE AREA OF THE VENTILATED
'- ' "
SPACE PRO'OVED AT LEA57 COX OF THE RTOL1IRED VEII,ri AREA 15 PROV01ED BY ROOF
VENTS LOCATED AT LEAST 3' A13OVI: THF: EA`v'E VENTS Inn THE BALANCE OF THE REQUIRED
VENTILAIIO�44 PROVIDED EMA" THE EAVE VENTS. WM-1 RAS CALCULATION INCLUDE THE REQUiRiED k,,`APOR RETARDER
HANTNISI' A T'k,',A,!,,'S,',i��Irilr."!Olil", RAITE OF VOT EXCEEDR,"O" I -PERI,,,1 IN ACCORDA�-,Irw"E WMH ASTRA E 2010.
GLAZING NOTES
1!�,�,,I,?,;�:,"'
NAILING
1� V,"'ZIRE ININDI',',�!1171 ARE PPr7,,,f;`�7D AS A VVI'IS OF ECDE S
OR ,-n,t-:,SCt,!?,-- THEY
SV,,A,j,L HAVE,
" Ti'H'17 SO7TOk,,,' OF 11-11E CL OPENING NnT GRE,Anla"' THANI 4A* 1,10%43URED
FROM THE FLOOR 2013 CRC R310
4 A k4l,NOAUMI N,',', --T CLE.f,�,`, OPEZAW,413 OF 5,7 SQUARE FT'ET
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COMBUSTION AIR VENTS
I /� ,
1� AlPFILLU"CES 1-011C71:1) 1?111-,"',�� CONFINED �",'AZ,Eol: T'HE CONFUN'-��'D S�OACE SHALL BE PF-CIVIDED
I
�, , ,�,
WITH OPENINIGS kk5lli A rREE t,�'-11':-A OF .AT LEN37' I SQUARE INCH i 1771 rOOT I 000 B1"U/H
OF THE TOTAL INPUT' FUM,,I`!G� OF ALI- IIIE Al'-'I","LIANCES %1THIN - E F!:C`LOSUr.',ES, FRE-E.LY
COMMUNICATING k�'�'71`1 AREA WITr-'VI 1-1%4�4*- AD,rUATE INFILTR�`,TION FF,,'C'M THE OLrFj1'-4)'F-.
V
APP7,".`U1,IMAT0 Y ONE I-LAIF OF '11 -IE REWIRED COMEUST1,107'4 AIR C':7"Et-1'�4NG SINALL BE LOCDII,�VEO
�� ,
WiTHiN TI -IE Ui PER, 12� OF 1111EE ENCILDSURES, THE IMINIMU"I FREE AR-ra OF BO77H T,'vZ
'
-
UPPE!"11 A.11140 LOIWII�',,R COMIDUSTION AIIR OPENINGS SHALL PC ll
111`�CHES EtrCH
fixzmxfflgg��-
1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE 11"ITERMEDIATE GRADE DEFORMED
BARS- TYPE N GRADE 40
2. %PD -CED STEEL WF7E NESH '�7'1,1',IALL CE 6"XS" k!'!1.4�x'��,' 1.4 V�",OM t�N',D SHALL CONFOIRM TO
IIHE REQUIREMENTS OF ASTM A185
3. UNLESS NOTED FE'NFORCEMENT 11-4'S TO D7 LAPPED MINIMUM I'D BAR DIMMETERS
4. SENDS IN RE-INFORCEMENT SHAIJ- BE IN ACCO,"'DANCE V,11TH ACI 3181-4"Clo
5. AL 1. D 1 M' , `-NSIONS S1401,�!�'! FC�� LOCA110T,4S OF REI"IFORCING S`TEEL ARE TO FACE (,IF EAR
H,
AND DEN30TE CLFJ,7 COVERAG'E. U,NLESS SPI70'FICALLY NOTEED OTHERW!SE CONCRETE SHALL
BE 3" V-11HERE CO[,90rE`TE IS PLACED DIRECTLY AGNNST EARTH A1,41D 20 �'!NFE��7,-. CONCRETE
IS EXPOSED TO EA.".11-1 BUT IS AG,AJNST FORMS SL�,B`33 0�1-,' GIIZADIE SI-L'LL HAVE REINFORCIt! G,
AT MID DEPTH U.O,N,
I
6. S!"Ll'OES IN CONT1I'4UOUS RZIP4FO!'101NO SHt,�LL HAVE A LAP OF 40 BAR DIAMETERS
MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL
L&PS IN ADJACENT BARS SHALL BE STAGGERED V-O� MINII'ARii'vi. VERTICA91- RAFRS SHALL
BE ONE PIECE ,TrAGGERED
� 41 a
I
I � IN ADDITION TO FRAN!ING OPERATIONS NORIAAL TO THE FAkDRICA`IO!`4 AND ERECTION
INDICA-,TED ON THE DRAWINGS INSTALL WOOD BLOCKING AND DAC�KII`4G REOUIRFO FOR THE
WORK Or OTHER, TRADES
2. IN7ALL BLOCKING AS REQUIRF-D TO SUPPORT FINISH W-rIDWhRE SUCH AS TO�,',,11- BARS
lv��-DICINE CABINETS UnaHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL COV`37ALED
D-
RAFT OPENINGS (BOTH VERTICAL AND HOFUZONTAL) AND TO FORM AN EFFECTIVE BARRIER
EL7RP,,!EEF.I STORIES AND VEWEEN TOP ST07-if AND ROOF SPAr-,E. IT SHALL BE USED
IN SPECIFIC LOa"MOCS AS FOLLO�,'i�S.
* IN' INT17i"IOR OR EXTERIOR IS,TLID %7,A,1,1 -S, IT CUILIW7, A1,10 f7LOOR LEVELS
,
* IN, ALL STUD �-!!,,A,U-Si tuNIO P.AACIFITIONIS, 11'�.'CLUDING F�URRED SPACES SO PLACED THAT
THE hIAXIMILIt DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 101-,O*
O TM DES AND ENDS OF SLIDING DOOR POCKETS
* INI SPACES BElVIEEN CHRAN'EYS AND WOOD FRAIIING, LOOS'--* 1`10N COMBUSTIBLE
SUPPORTS OR A METAJ- COLLAR T�GHTLY FITTED TO THE CHIMNEY AND NAILED TO
THE WOOD FRAMING SHALL BE USED
* ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR
PIPES SHAFTING BEHIND FURRING STTIZPS AMID SIM11ARI PLACES 1,7HICH COULD
tTTORD A PASSAGE FOR FLAMES
3. STRUCTURAL FRA,1411',!C SlIt"LL BE OF TI4!E GRADES AND SPECIES INDICATED Or 1317TER
(V!%�,�P-A GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMA"[10,141:
A 2x JOIST AMD RAFTERS
P POSTS IN WALL FRA&MRG ftATCH WALL FRAMING
C 4X HEADER, S
D 6X HEADERS
E STUDS At,,ID SILL PLATES SEE PLANS
F BLOCKING AND FURRING HF STD A-�D BIR
G: S!LLS ON CONCRETE PTDF
H1 IMIISC. FIRAMINK3 NOT NOTED
4. WOOD cILLS FO!1 BEARING AND SHEATHED WAU-S PFAR114G O!11 MASONRY OR CONCREl"C
SHALL BE EOLI-ED WITH 5/8- DIA k4CHOR DOLT W11"TH 7- EMS'Zo. DOLTS AT 6--c- G.C.
MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL
RECEIVE AT LEAST r,','O COLTSS 71-11S INFO�RMATIOI`4 WILL GOVERN UNU,.SS MORE STRZ!NGENT
CRITEF !,1% IS INDICATED ON PLANS.
5. SOLT HOLES IN WOOD 0,5? STEEL SHALL Er- 1/16" LARGER THAN BOLTS
6. ALL NU`I"S SHALL 13E 17101-ITE-1,41ED WHEN PLACED AND R7-PG!,TENED PRIOTZ TO APPLICATN'%DN
OF FINISH OR AT COMPLETION OF JOB,
7. 3x3y.0.220" WASHERS SHALL BE PROADED UNDER THE HEADS AND NUTS3 OF ALJ -
BOLTS BEARING ON WOOD
S. FRAMING HARD't�,`Ar%E SHALL BE SP!PSON, STRF'ZONG TIE OR APPROVED EQUAL WITH .
"
CONNECTORS AS SPECIFIED IN CATALOG MO,C-2013-14 INSTALL CONNIECTORS WITH NAILS AND OR
BOLTS AS INDICATED INI THE CATALOG
'
9. WALL MP PLATES SHALL, RAVE JOINTS Ar A STUD CENTERUNE. END JOINTS5 IN DOUBLE
TOP PLATES SHALL P7 OFFSET NO LESS THAN 48".
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE CAEVA�IIZED SI!11-,!11(ERS LI.O.I'L
11. NAIL HOLES SHALL RAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING 07
WOOD
12. CRIPPLE WALLS WHICH Hnvll STUD LENGT`HS OF LESS THAN 14" SIHIALL BE "i4eC-'D, ffrrl
"'
SOLID BLOCKING OFil BRACED V1111-1 3/8- PUiNk'OOD SI -1='-`G NA41-ED TO THE TOP PLATE
STUDS AND SILL
13. ALL OPENINGS IN E)<TERIOR WALLS AND INTERIOR DEEARIN'G PA,RT111ONS EXCEEDING
W -O" SHALL HA,VE DOUBLE TRIIMIMERS,
14. INTEEMOR 1,41ON eW71ING WAI.I-S O.Z4 SLABS SHAJ-L BE ATTACHED WITH Ar'PlIOVED POWDER
�
,
DRIVEN FASTENERS TH7.OUGH THE SILL PLATE 0 322" O.C.
15. MIN11JUM CLEARANCE BETWEEN 1230TTOM OF FLOOR JOr,TS AND EARTH S'HALL PET 18"
MIN. CLEARANCES SENEEN BOTTOM OF Gltf,'�D!F-RS A1,!0 EARTH is MIN OF 12"
16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCPETE OR tAASONRe 1,�,FH1f7!-I IS
A DIRECT CONTACT �t,'ITH U�,R,TH AND SILLS 111MT REST DIRECTLY ON CONCRETE AND MASONRY
FOUNO)AMON'S SHALL BE TR7ATED WOOD OF FOUNDATION GRADE RMYNOOD MARKED,
I
,
,
R T ER AGENC)". NOTE TRA1,11' THE USE OF FG REMi�,,�00!j MAY BE
PROHIBITED IN CERTAIN ENGINEERED CONSTR,UaTION.
17. FOR RAISED WOOD FLOORS PROIVID17 AT I-EtST ON7' FOUNDAITON ACCESS IT LEAST 20'
OF PLUNT'IWO CLEANO1UT. AC T BE LESS 7HAN 24*x`18" IN SIZE
IM ,,,
11
g I'M ifili'll � 111] 1111111i,
-C r III
X 3 -1 Id 11 MW=xW
NOTE: AT THE TIM.'- OF FINAL INSPECTION, A M1,4JUAL, CO!!f1A.CT DISK, W'EB BASED REFERENCE OR
OTHER APPROVED REFERENCE DOCUMENTATION SHA! -L BE PLACED IN THE BUILDING IN ACCORDANCE WITH
PIE 2013 CALIF. GREEN SUILDPINIG STAN�,)ARDS CODE (CGBSC) SEC. 4.4,10 AND CONTAIN THC� FOLLOWING:
-A STATEMENT THAT THE kIANUAL SHALL REMAIN IN THE BUILDNiNG FOR THE ENTIRE LIFT -'-CYCLE OF 11,11C
STRUCTURE
-OPERATION AND LIA,!�,,ITAINENCE INSTRUCTIONS FOR EQUIPIVIENT, APPUANCES, WAC SYSTEMS, Roo!,-/
YARD DRAINAGE, I-R��,GA710N! SYSTEMS, ETC.
INFORMATION FROM LOCAL UITUTE-'s ABOUT RECYCLING PROGW,IVS AND LOCATIONS
-PUBLIC TRANSPORTATION AND CARPOOL OPPONS IN THE AREA
-EDUCATION t RIAL ON THE POSITIVE 11h,111PACTS Or AN INTERIOR RELATIVE HUNIOTTY BETWEEN
30-CO!"10 AND HOW' TO 14'.INTAIN THESE LE%tELS OF HUMIDITY
��
-INFORMATION ABOUT WATER CCMSERNANG LANDSCA!�`E/IRR!CArION DESIGN AND CONTROLIZRS-
-INFORM,1111ON ABOUT RE-QUIROD ROUTINE M,AIN1A`J1N'z N,CE MEt.^,UR,-,S INCLUDING CAULKING, r,m�,4,nv-,,,
GR-AP"'IC, ETC,,
-INFORI'MATION ABOUT ST,riE SOLAR ENERGY AND INCEN'll'VE rP0';TF'ZA4',,IS A%IAILABLE
-A C040Y OF ALL SPECIAL lt,`�SFIECIIOtl VERWIC�'TIONS REQUIRED BY THE ENPORCING AG04'_'y
—
NOTE: THIS BUILDIN403 WILL HAVE FIRE S'PRfi.^4KLERS INSTAf-LED
PERMIT FOR FIRE SPRINKLERS V,111-1- NEED TO, BE APRIJED
FOR A1,11) ISSUED PRIOR TO ROUGH FPvkV-,,ING INSPEC"T101,1'
- ----
C A LG REEN—RE911��� .
,
-COVERING C' ' �* DUCT OPENINGS AND PROTECTION OF MECH,,,MNICAL EQUIPMENT .
DURINC =�STRUC`TION, AT THE TIME OF ROUGH 1",1SALIATION, DURITN'G STORAGE
ON TUE CONSTRUCTION S17, AND UI`ML FINAL sy,��-rlup OF THE H&,TR,:G, COOL.ING,
AND VENTILATItt'll' EQUIPMENT, ALL DUCT MID OTHER RELATED A!R DISTRIBUTION � I �
COMPOMEVT 0i'EMINOS SRAL BE COV7.RED WITH TAPE, PV,STI0. SHEM,IE7-Ak Or 1
�
OTH�:R M,M71ODS ACCEPTAF�'-E TO THE ENFOR"'I'MG AGENCY TO REDUCE: THE t�,IOUNT
Or' WATER, DUST AND DEL, RIS, WHICH MbAY FITTER THE SysTEM(CG.r,Sc ,0,.50��A) .
-1`,TNIISH MATERAL POLLUTANT* C0!1ITROL. FINISH MItTERVAJS SHAUL CO"APLY WITH THIS
SECTION(CCESC 4.504.2) �
-Ar)1Z'4,'V7E`.`1, SEKLAI`,�'TS 411D CAULKS USED ON THE PROJECT SVL,�U- MEET THE REQUIr,' 7M'�a,,ITSS OF THE FOI-Ln�hkl!'!C STANDA,RDS
�0,7 LOCAL OR REGI%,A�L AIR POLLUTION OR AIR QU,MjTY �,
,IvIAG611MENT DISTRICT RU� ZS- APPLY -
1. t0-HESI\rfES. 1,,,;�,1-!ESNT: EO,NDING PRIkTEIRS, ADHESIVE PR,-,,'�'IIERS, SEALANTS, SEALA,"4T PRI'MIERS, AID CAU",YS SHA -'1 CCtX`,'LY
�
�
�yrrl-1 LOCAL 01113 REGIO""IAL AIR POLLUTION C011-177PROII. or tulfi OUAI-rry MANV%GE'1�477NT` DISTRICT RULES W�HERE APPU(1,/M--,1i-Lr% O"I",
SCAQMD RULE 1168 VOC U1 A71-,,% A37-1 S',HOWIN IN TAB'I�E 4404.1 OR 4.504.2 AS APPICAIDLE. SUCH PRODU=Z ALSX) SHALL' COMPLY
"'
WITH RU!.!E 1168 Pr%Cf-1,,1BrR EITW-jN TOXIC C0%fPO"NDS (CHLOROFOru'J, ETHYLENE DICI-ILO-71,ZME, MEWOLENIE
'ODUCTS S -D IN SUSSEC110!1, 2 rL �pr,
CHLO!71D!�-, P[RCHLOROMH`Y.ENE AND TRICHLO,F,�OETFrnxNr--), I7-,xC7r-T FOR AEROSOL Pf', , , AD � PEC0,f I P 7 01
2. AEROSOL ADHESIVES, AND SMALLER LRNIT SIZES OF ADHE!�V,---S, AND S0--,LANT OR CAULKING CO�'%,IPO�Uv�hm'-
LESS PACKAGING, WHICH DO NOT WEIGH MORE THAJNI I POUND AND DO NOT CONSIST Or MORE TIAN IS FLUID O1UN--,ES) SHALL
CO��,,IPLY W!TH STATEVJIDE, VOC STANDARDS AND OnJER REQUIREMEN'TS, fl"V.-UDING PROHIBITIO,�,!-S-ON USE OF CERTAIN TOXICC
'
COMPOUNID!,�4, OF CALIF. CODE OF REGULATIO!"IS, TITLE 17, COMENCII1'G WITH SECTION 94,507.
-A!","t"ITTECTURAL P,NNTS ANID COATINGS SHALL COIMPLY INITH VOC LIMITS IN TABLE I OF THE ARB t,PCHITECTURAL SUCCIESTPED CONT'ROL
MEASURE, IS SHOW"N IN TABLE 4.504.3 UNLESS MORE q.7RINGr-NT LOCAL LIMITS APPLY. THE VOC CON7' NT LIMIT FOR COAT1I`,1GS THAT DO
NOT MEET THE DEFIN11ONIS FOT11 THE SPECIALlY COATIMPIS CATEGORIES LISTED IN, TABLE 4-.504,.3 SHALL BE DETERMIN,71) BY CLASSSPfv`,Tj THE
COAE!'40B AS FUN -1, NONFLAT. OR NO11FIAT-HIGH GLOSS COATING BASED ON 1ITS GLOSS AS DEFINED IN SUBSECFIONS 4�21, 4.36, AND 4.37
OF THE 2007 CALIF. AIR EESOURCES BOARD, SUGGESTED CONTROL 1.!V,,.. -,URE, AND THE CORRESPONDING FLAT, NONFLAT, OR 110t,1FLAT-HIGH
GLOSS VOC LIMIT IN TAOLE 4.504.3 SHALL APPLY.
-Adr-Ri".301- PtW,!`TS AND COAAMNGS SK4,LL, MEET THE PRODUCT -WEIGHTED M!R UMIr'j FOR ROO IN SECTION 94522(c)(3) AND OTHER REQUI!77MENTS
INC,LUOING PRO"AlIDN'TIONS ON USE OF CERMAIN, TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, IN SECTIOINS 9,322(c)(2) A11D (6(2) OF
I
CALIF. CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDIC'IION OF THE D,A,YA�,`,"�'A' AJIR
QUALITY t.,,`A�`IAGEMENT DI',SiTR,IC1- ADDITIONALLY COMPLY �','I`R-I THE PERCENT VOIC, BY WEICt-ff OF Pf"�ODUCT Ut,,4rf-,. OF REG� 8, Ru"LE 49�
'
'
-VE-RIF1(';1AT11Ot14 017 COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCINC AGENCY. D",NC3JIMENTATION MA`1*
'
INCLUDE, BUT IS NOT L11'kifITED TO, THE FOLL01WING: 1. L&ANUI-ACTURERE'S PRODUCT SPECIFICATION, 2. F17 -M VERIFICATIO,N '& ON srrE
4r'R`,',,'DUCT CONTAP4ERS.
-ALL CRPET INSTALLED IN THE BUILINNIC INTEROR SH,ALL MEET THE TE"MING AND PRODUCT REQUIRE3,1ENTS OF (711,NE OF THE FOLLOWPN3:
1. CARPET A1,11) RUG !N,W,TUTE'S GREEN tABEL PLUS PROGRAM, 2. CAL!F. DEPT. OF METOD FOR' rriZ T'!S7ING 41 EN'ALU.",70111
OF VOLATILE ORGi��,!IC 0,1EMICAL EKNISSIN'S FROM INDOOR SOURCES U""NG ENARONMEN7,Al C1141SERS" VERSION 1.1 FE8P!3,h Y 2010EAL'SO
6
-
KV1W'�',,! AS SPECIFICAIIO�N' 01350). 3. NSF/ANSI 14-0 AT Tfr-, GOLD LEVEL. 4. SCIENTIFIC CERTIFIW101"IS SYSTEMS INDOOR /NO.VANTAG- COLD.
-,ALL CARPET CU�-1114!01`11 INSTALLED IN THE BUILDING INTEROR SHALL MEET THE REQUIREMENTS OFF-- CA'r'O'ET & RUG INSTITUTE'S GREEN LASIDL PIROIGFVW.
'
-AIL CARPET ADHESIVE SHALL MEET 111E REQUIREMENTS OF TABLE 4ZO4.1
-WHERE RESILJENT FLOOR",.PG IS INSTALLED, AT LEAST FJO�Z` OF FLOOR AFEA RECEIVING RESILIENT FLOORWO SHA11 COMPLY V,nril 0114E OR MORE
OF THE FOLLO%1-411',-�'G: 1. VOC LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFOR%tANCE SCHOOLS(CH11S,) H!GI-I PERFORV,AI`,,!,1'1E PRODUCTS
DATABASE, 2. PRODUCTS COMPIMNT WITH CHPS CRITERIA CER`TIFIED UNDER THE GREENGAURD CHILDREN AN'D SCHOOLS PROGRANI, 3. CERTIFICATI011
UNDER THE r,Z'SIUANT FLOOR COVERR.,'-G INSTITUTE(RFC0 FLOOR SCORE PROGRAM, -',,. MEET THE QALIF� DEPT. OF PUBUC HEALTH, "STANDARD
METHOD For,, THE TESW4G /N0 EVALUATION OF VOLATILE ORGAH'IC CHM,11CAL EM!SSIONS FROM INDOOR SOURCES US!140 ENVURONMENTAL
CHAMBERS-, VERSION 1.1, FE,O-UARY 2010(ALSO KNOWN AS SPECIFICATION 10350).
-HARDWOOD P'Lr�"OOD, PARTICLEBOARD AND MED'U'M DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTEMO!" 071 EXTERIOR
OF THE BUILDING %IALL MEET THE FEQVIREMENTS'� FOR FORMALDEHYDE K'S SPEC19ED IN ARB'S AIR TOXICS CONTROL fJ,,7-Af7,,U,5,'E�FOR COMPOSITE WOOD
(17 CCR 93120 ET SFO.) BY GiR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TA LE 4.504.5
-VCErJFICAI1ON OF COMPLIANCE WITH IMS SECTION SHALL BE PROIADED AS REQUESTED BY THE EIN-IFOIRCING AGENCY. DOCUMENITATIO'N SHALL INCI-LIDE
ONE OF THE WAYS OUTUINED IN SECTION(CG8SC 4.504.5A).
-CONCRETE SLAD FOW"!DATIO'NS REQUIRED TO HAVE- A VAPOR REARDER BY THE CAUF. BUILDING CODE, CHAPTER 19 OR CONCf�,= SLAS 011
GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY TVE CALIF. REFI-)EN71AL CODE, C�,!A=,' 5, SHALL ALSO COMPLY. VTRI 11 -IIS
SECTION(CGMC 4.505.2).
-A CAPILL/IRY BREA!v,',' SHALL BE IM'STALLED IN CO"PLIANCE WITH IT LEAST ONE OF THE FOLLOWING-, 1. A 40 *n,1ICK(101.0rr,-,n) ULAS-E OF 1/,',,'
G'Fi "
(12.7nim) OR U,,RG-R CLEAN AG %EGATE SHALL BE PROVID7.1) WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE
IAIX DESIGN, WHICH Wi�l ADDRESS BLEEDING, SIHIRINKAGE, AND CURLING SFV.,LL BE USED. FOR ADDITIONAL INFO. SEE AdMERICAN CONCRF-m-�
Ii,',i-37,TUTE, 11^1111 302.2f:,--06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING A03ENCY. -7. A SLA5 D,Z�"SIGN SPEC'wqED M'A I
LICENSED DESIGN PROFESSIONAL.
I
�
-BUILDD40 MA=TIALS WITH ViSIRLE SIG?4S OF WATTIYZ DA1,1ACE. SH,11111- NOT PC INS ALLED. WALL AND FLOOR FR ING S�IALL NOT RE- ENCLOSEI--D
WHEN THE Fv-,,��JAING MEMBERS EXCEED 19% MOISTURE COI,9M,117. MOISITIRE CONTENT SHALL 13E VERIFIED It'l CT,47P
MET[EODS OUTILIN17) IN SE�CTION(CCI'SC; ,',.505.3).
--L'ACH R!,THROCIM SHALL BE t1,1ZCHANICALI.Y VENTILATE�T) AND SHALL COAMPLI' WITH THE FOLLOW;?,11,110,- 1. FAINIS SHALL SZE ENERGY STAR CO!,IPLLANT
""
i*41) BrE D'V�7TED TO TERMIVATE OUTSIDE THE BUILDING. 2. UNLEFSS FUNCTIONING AS A CVW'VNr.N1 OF A W,"�OLE HOUSE V N'SLAMN SYSTEM,
FANS t4l,J9f BE CONTROLLED Ei' A HUMIDITY COr,W,,,OL: (a)HUMIDITY CONTROLS SHAU BE CAPABLE Or ADJUSTMENT e,r-TW-7-N A PELATTVE HUMIDITY
OF 80%. A HUMOITY CONTROL MAY UTILIZE MANUAL OR AUTON!A-TIC MEANS OF ADJUgrMENT. (b)A 14UMIDITY CO!-TM1OL
MAY BE A ESEPARATE 00�,IPONENT TO THE Esxwus-, rA,,,4 AND IS VOT REQUIRED TO BE INTEGRAL. SECTION(COSSC 4.51,061).
-WHOLE HOUSE EXI-AUST FANS SHNU. HAVE INS1J!J,kTED COVERS Or LOUVERS WHICH CLOSE WHEN TEE FAN IS C-7. THE COVERS OR LOUV�--'RS
SHA11 HAVE MIN. R4.2 INSUL,�,110N. SECTION(CGSSC 4.50701).
r
-HEATINO KVD AIR CONDMONINiG' SYSTEMS SFIALL CE SIZED, DESIGINED KNO HAVE THEIR EQUIPMENT SF -L,( -.'CTM USING THE FOLLOWING METHODS,
-
1. THE HEAT LOSS AND, HEAT ",N I' ESTABLIS'HED ACCORD!NG TO ANSI/ACCA 2 MANUAL J-20,04(RESIDENTIAL LOAD CALCULATION), ASHRAE
HANDBOOKS OR GTHEIR EQUIVALENrr DI7 I ,-WjAr-,1 �,
_SIGN Sor 'THODS. 2. DICT SYSTEMS ARE SIZED ACCORDIN", TO ANSI/ACCA 1 t,11!NuAL D
. ,E O�R t'IC
E '
-2009(RESIDENTV1. DUCT SYSTEMS), ASHFV�E HANDBOOKS OR OTHER EQUNIALENT DESIGN SOFTWARE OR MET'HODS. 3. SELECT HEATING AI4D COOLING
EQUIPI,.1Dfr ACCOR[I)iNG TO ANSI/ACCA 3 kt;N"4UA.L. S-2004(RESIDENTIAL EQUIPVENIT SELECTION) O-- OTHER EQUIVALO-,TT DESIGN SOFri',!A E" OR
METHODS. SECTION CGFSC 4,507.2.
-ENERCY EM-CIENTCY TO =,,�PI-Y WITH THE CURRENT TITLE 24 REQUIREME.NTS. SECTI71 CGSSC 4.201.1
-WATER c^w;,jnERmNG PLu,wr�,iviG wryRes, AND FITT11"40s: SECTION COPS -C 4.303.1
W,WER CLO-SMM -,'_ 1.28 GAL/FLUSH
SINIaLE SHOWER HEAD'l K 2.0 GPIM 0 80 PSI
t,1ULTIPLE SHOWER t-l"EADS, CaASINED FLOW RATE Or ALL SI-10WERHE-DS AND/O,R OTHER SHOWEr OUTLETS CONTROLLED BY A SINGLE VALVE SHALL
OHOT EXCEED 2.0 GPM (") 80 PSI OR ONLY ONE SHOWE-i"i OU=11 IS TO BE IN OPERATION AT A 171'�,IE
G1 REr7,6`r�'-'?TT-V1 UkVATORY, FAUCETS: �,' 1.2 GPM 0 60 PSI I
LAVA -S RY FAI, iCETS IN, ="4MON AND PUDLIC USE t.REAS OF RESIYEPMAL BUILDINGS: Is', OZ GPM C,' r-,0 PSI
'
METERING rAUCETS: !.I 0.25 GALLON'S PER CYCLE
KJTCHEV FAUCETS� < 1.8 GPM 0 CD PSI, 70�,!PORARY INCREASE TO 2.2 GPM ALLOWED PUT SHALL DEFAULT TO 1.&I GPM
--IRRlf',,�M� N WATER USE SHALL HA,VE WEATHER BASED CONTROLLERS SECTION CGBSO -0004.1
*
-50 F W BE RECYCLED SEMI ON CGBSC 4.4021,3
MINIMMM EROSION /1,ND SEDIMENT CONTROLS FOR
PROJECTS DISTURBING LESS TI-IX1, ONE ACRE
The B'NIIP's (Best r,lanagernent Practices) listed below must be in place during the rainy season (Octoeber
15 through April 15) and may be required at other times based on weather and site corlditions throughout
the year. The PUP's listed are, minimunn requirements and addition,al BFVIP's could he required based on .
site condltiinns�
f, Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15'wido- by 6" deep over constrUction
grade fabric.
e All soils tracked onto paved roadways must be cleaned Lip on a daily basis. When str�.,,,ets are \/�,(,.�,,t or during a
'
rain event there shall be no tracking �
,, of soils onto the street.
a Wattles installed properly behind curb or sidewalk,s. . I �
o Roc',," bags (minimum 2 per side);Pt all drain inlet locations within 150'of the projiect, site.
o Internal filters placed inside each drain in�let.
e Trash bars across the back of al! drain inlets.
o Stabilize ,911 disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion
blankets may be used for this application)
e Stabilize all slopes where erosion could occur and cause, silt run off. (Straw, visqueen or erosion blanket,,; may
be used for this application)
e All paint, fuel, construction prodUcts etc. shall be stored in a covered location away from sidr,,�walks and storm
drain inlets.
o Portable chernical toilets if provided on 41 ie site must be kept off of streets and sidewalks ,-and at least 1`30'from I
11
the nearest storm drain inlet.
,- Ali trash must be collected -and stored properly. Do not let items such ,as drywall mud boxes, pi-iint
buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. REVIEWED
a Provide a designated areafor concrete v,iashout. I -lay bales lined xA,,lith visqueen may be usedfor this FOR CODE COMPLIANC E
app'!ica!1ion. Rollmuray bins may also be used� All concrete washout systems shall be placed offof
the paved streets, APR 1 2 2017
o After installation of the above items is complete a ni,,,,lintenance program needs to be developed to ins�ire thi,e
continued effectiveness of your BMP's. TRB AND ASSOCIAT6
PERMIT # IS /;� - (90/y
.
t5U VVE COUNTY DEVELOPMEN�S'ERVIcES
REVIEWED FOR
- CODE COMPLIANCE
DATEI��/-3-/ �
-,., BY &O��/?
r--,% — -------- �
� j N,
t SCOPE OF WORK: �
RAkIED DIJILDD,`NG(120-�O SQ. FT.)
1020 SO. FT. R-7,11DENCE AEXM 1020 "-�O� FT. , ��%GE
WIT`H A 3,01-0 S1 FT. DECK
THIS 7rRUCTUR?. IS BRACED %AU- PAI FLED. 7`11,'E M,`,'�11��'N!EER ON'IN, WC,R!,<t--'-",1
ON T14E DECK, S'AZI.',�G T`Hr- (3)GLULAN', BEA11S, SWR FOOTING AND STAIR
PPTIJNG�
"I
�
ALL WORK O!%', 11 -IIS P"OJECT Sil,ALL CONF00.'! TO ITHE ADOPT D� EDITION,S
"'
OF THE 2013 C[3G, 2
2013 CPO , TW` 2013 C,AtAz'. ELECT.
CALIF. EN,ERGY STANINA.RDS �,,; 2013 GREEN BUILDING -77AMFIAJRDS CODE
OCCUPANCY IS RESID7'N'TIAL
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DRAWN BY:
B. RUDANOFF
-
DATI�:
�
INDEX
1. LOWER & UPPER LEVEL
FLOOR PLAN
2. LOWER LEVEL FOUNDATION PLAN
UPPER ULVIEL IFI -001'R
�'
FRAMING PLAN
t
3. ROOF FRAMING Pb��N
I i'�� '
CrPOSS SECTION I ��TAILS
4. DETAIL SHEET
-----,,-,,--
`,. EXIERIOR [ElEVAI IONS
1-� --I'-----
6. ELEC'-j',R1r-'AL PLANS
— ,
-
7, SITE PLAN
----,--,--- -- - ---
I
I
I
I
k--)
--Z,�-�
�/-->'Z---�
.
V
.
: J V
:
SHEI i If 41)
CC) V E R
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6
,
'�
t�-
I 11
"Z�-
Q
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In
1;:::�$
Tf-�
ft.-
"P
ml
l'-0"
3
-7,040
T
11) U? =111C. -- . STORAGE
L3083 SO.
_SSO, FT.
o
rBpcr)
ep
L=17'-2 1/2"
art
,34'-0
3'_0"
—5'-11'
HP.
LESS I
F p� •.7
=5'-5 1/2 L-5'- 5 1/22" �3
L
>
LAUNDRY F -1
z L=51-5 112"
I I
(617"
!Z�v 2
t �p
rNie
L-5-1-52
-52
5'-0
A L -5* -5 1/2' L=5-5 1 /2a
3 (Be (FP,'
LO
DOOR 9090 METAL SECTIONAL GARVtrE DOORP�
15070 METAL SECTIONAL GAR,%GE1
M_
5 1/2-XI5- GWLM,,l HSR. 24 1/2"X12" GLULAilvi HDR. 2AF-V
L4*
L-2.67' L-4'.33' L=3'
TRI!AMER IRIMME
-0 31- 11
k-1 5'- 0 -4—
0
--34'-0"—
9 HDU4 AT STRAP
f 10 L D VY7,11 A k IS 0 V ZE
0 A4)502
-
ON, SLIP
-I Ty.
f';xX Dr . fl 6X6 DF. f 1
qs_
P*�
0__ 8'- 8
J
BP �A!NIMU,,i 3/8" APA I"ATIEDPL%,1ROOD APPLIED OVFR 2X FPAMING AT 10'° O.C.
WITH 8d (6.113 X :2 3/0') NAILS AT C' ON CENTEREDGE NLED, 12'
ON CENTER MELD 0,A]LE0, COVERING 3 STUD SPACES.
FLOOR PLATE TO BE ANNCHORED WITH 1'11N!"AUM 1/2- C'N' 10- ANCHOR DOLTS
S012"7-,0M TH7 EDG- AND 6' O.C.
6 q, FLOOR PLATETOBE ANCHORED WITH MINIMUM 1/2" BY 10' ANCHOR SOLTS
1�Yf&7jj PLATE 1,1,4�HERS
ALT. f,IIljm
,UM 3/8- APA RATED PLYViOOD,CC, CD, I Sd(0.1 13X2 3/8 j
BP i"WM AT 6" O.C. EDGE NAILED, 12 O.C. FIELD tMILED ON 2X
DOUGLAS MIR. FRAMING AT 16' O.C. =1ERING A t,,flNlMUkI OF THREE
STUD SPACES. TWO 1/2- DA ANCHOR BOLTS SHALL BE INSTi'LL171) IN
ACCORCV%NCE WITH CRC FIGURE R602.10.6.1 AINCHOR BOLTS SHALL BE PLACED
AT PANEL'QUkRTER POINTS. EACH PANEL EMD STUD SHALL HAVE A
CAPABLE OF Pfl0%ADI.*,4G AN UPLIFT CAOACITY OF 1800 POUNDS.
BP -2 1/2- GYPSUM WALLP,0JNRD , UNBLOCKED, APPLIED TO 2X FRVAIS. !G 'Y"Yn-H
5d COOLER OR W'ALLBOA;E0 NAILS AT 7" ON CENTER MM-IMUM.
STRUCTURAL PLAN NOTES:
1. j SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS SD1---SD2 FOR ADDITIONAL INFORMATION.
2,' ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD.
3.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL
S17ES AND LOCATIONS, AND FLOOR ELEVATIONS WITH
DESIGNER.
4.) ALL EXPOS ' "D FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND APPLICATION
1 r
APPROPRIATE FOR EXPOSURE ACCORDING TO M'FR'S
i
WRITTEN GUIDELINES.
5.) ALL S -TRU(" URAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWISE.
m
LOWER LEVEI
GENERAL N 0 1 E " 55
1. ALL LUM!7,ER TO CZ DOUG FIR
§2 AND BETTER, STUDS TO BE STUD
GRADE ORBETTER, UNLESS OTHERWISE NOTED
45c\, 2. ALL HEADZRS TO BE 6X12 DF#2 UNfl-ESS OTHERWISE NOTED
3. LOWER cauNGs To ur 10-40 UNLESS OTHERVASE NOTED
LIPPEFR' CEILINGS TO BE i; -O- UNLESS OTHERWISE NOTED
4. INSULATE AT TUU AND SHO'VER EXTERIOR WALLS BEFORE HAILING
UP SIDING
5. SEE TTTLE SHEET FOE; ADDITIONAL NOTES
6, PROVIDE P.T. VAlVE DISCHAJRGE LINE TO OUTSIDE & ANCHOR STRAPS
TOP & DOTTOM AT WATUll" H7ATER
7. BLOCK FOE: T011,7CL BARS
8. WINDOW AND SLIDING CLASS OR OPENINGS ARE PER CA'JU.-OUT.
DOOR OPEV,'!NGS ARE CALL -OUT PLUS 2'.
S. SHOWER A10 TUE!/SHOWER C041!1D)INAMINS SHALL BE PRO\rDED
WITH INDIVIDUAL CONTROL VALVES OF'rijE� PRESSURE OR THE
T1,1ZERMOSTA11C 1,1XING VA,,LVE ly 17-
10. SOND ALL NIP-7AL GAS & VVArl-R. PIPES TO GROUND.
ALL GROI)ND CLAMPS SH, r
.ALL EZ AO'C7SSABLE AND OF AN
APPROVED TYPE(CEC 250,104)
0
L=30'
c1p,
!tl
>
W
0
CL 3:
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wUl Not5
a.) PRIOR TO BUILDING PERI.AfT FINAL APPf,"OlVAL. THE PROPERTY
SHAL.L BE IN COMPLIANCE t'ITH Tl,!,E VEG!TATION CL_Fw'tANCE
REQUIREMENTS PRESCROED IN CALIF. FIRE CODE SECTION CRC
R'227.1.5.
b.) WHERE THE ROOF PROFILE ALLOWS A SP.ACE BEANEEN THE ROD,-
CMfERVIG ANT) ROOF DECKING, THE SPACES SHA _I.. BE CONSTRUCTED
TO PREVENT THE INTRUSIO,"'I OF FLAMES AND EMIERS, B 1 ' - FIRE
STOPPED WITH APPROVED MATERLN-S OR HAVE ONE D,,rLm OF M!NIMUNI 72f,
MINERAL SURFACED N'014 -PERFORATED CAP SKET COMPLY IC WATH
ASrMl D.`9909 INSTALLED OVER -lHE COIABUSTISLE BE KII'40, CRC 8327.5.2.
WHEN PROVIDED, VAII-EY FLASHINGS SHALL NOT PE LESS THAN 25 GAUGE
GALV. SHEET CORROSION--RE`S!STANT METAL INSTALLED OVER NOT LESS Tl -W4
ONE LAYER OF MD,1IMUM 724'!,,!!NE PV,L SURFACED PEON -PERFORATED CAP SHEET
W'ITH ASTM D3909, A MINIMUM OF' 23C' WIDE RLPv,'NI? 4G THE FULL
LEN317H OF THE VEAiiT. CIRC RI -127.5.3.
d.) ROOF GUTTERS SHALL BE PRC14DED WITH THE M7TO PR E'ENTHE ACCUIALIV-71ON
OF LEAVES AND DES',RIS IN THE GUTTER. CRC R327.5,4,,
ROOF, ATTIC AND UNDERIFT.00R VENTS SH!,4-L BE DESIGNED TO RESIST THE I1411 USION
OF I"LlIvIE AND EMBERS THROUG?i TVL7- VE!"'ITILATION OPENINGS, OR SHALL BE
PROTECTED BY CORROSION-RESISTAI'Til', SIRE MESH Wrill A
MIN IUM OF 1/16* AND A MAXIMUM OF 1/8' OPENINGS. CRC 8327.6.2.
f.) EAVE OR CORNICE VEINITS5 Sl'+AU NOTEllE IN7.ALLED UNLESS THEY ARE-.
TO RESIST THE 11'riRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA,
OR IF T1':.A SPAN" BEING VENTM IS FULLY SPRINKLE -RED. CRC
9.) ExTzmok-vvlNcpws, WINDOW, Vg LS, GLAZED DOOIRS, AINID GLAZED OPEN".FMCS
""! r,S IPI
DOORS SHALL BE INSULAIIINIG CLASS UNITS WrfH A lV3,11MUM OF ONE TEMPERED
PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RESASTA!',ICE ,TINGPtOF MDT
THAN 20 MINflJTES WHEN TESTED APCORDING TO NFA 257. CRS: 1,1327.8.2.1.
h.) EXTERIOR DOORS SHALL BE OF APPROVED NONCOMBUSTIBLE OR IGNITION RESISTANT
MATERIAL OR SOLID CORE V�'OOD I'!,,'k"vlNG "S LES Al"ID RA"LS NOT LESS T11A.N 1.375
l°:!'CHES THICK' WITH INTERORP9,1ELS FO LEX3S THAN 1.25 INCHES) THICK OR SHALL
H,AVE A FIRE-RESISIANCE PATING OF ',)T LESS THAN 20 1','INUTES, CRC R327.cl.i
I. D,TER'IOR WAAA_S: THE C,,J-LRIOR VSILL COVER!NG OR %?,NJL ASSEMnlR-7--E- OF
NOINCOM33U'S"NELE tAATr--RV.1, OR IGNMOh!-RESI 7-3FAVi' MATERIAL, Or HEAWY TIMBER
Or LOG %4L CODS MLIQ: TION. CRC R327.7.3.
EXTENT OF EXIERIOR WALL.COVT-.RIMS-, EXTZRIOR COVERINGS SHALL E XTEND
FROM THE TOP OF FOL. IJ,,DlkflON TO THE ROOF, -FEf'iVNkNAnN'G AT 2*
SOLID WOOD BLOCKING BIETV,"EE14 ITA. 115 ATI 1IN
ALL ROOF OR TO ",AT10N
AT THE 1UNCLOSURE OF ENCLOSED EAVES. CRC R327.7,3,1.
,k.) OPEN ROOF EANVES: TIT EXPOSED FZOOF DECK ON THE UND7RSIDE OF UNENCLOS71) ROOF
FAVES, SHN*J., CONSIST OF IIATER',!,L, OR IGNFION-RESISTAtr� MATERVIL
OR I U,"'rm� s/8" 'rrr"E 1XI Gwsmlll SHEATHING APPLIED BEHIMI) AN DA-FERIOR CONfER11"110,
0111 1"12 Ut'IDET-2-IDE EXTERZfC4'l OF THE ROO7 DECK, OF! THE EX'TERIOR POf'rHON OF A l-,""'OU"F1
FIRE RE&STIVE ASSEME"Ly APPIJED TO T14E UNDERSID'"r CIF TH.ROOF 07 -CK. CRC IR,327.7.4.
1.) DIE D7'CKING WJrRIAL SI-VLL BE "N ACCORaNNCE WITH CRO SEC. Rl-mq
AMD THE E,<,RICK PORVCH CEILIFG"S ARE TO B7 EITHER IGN170N
RESISTAN'T OR NOMI - COMBUST: '74LE PER CFTC SEC. 327.7.6.
UP P R
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THESE PLANS HAVE BEEN
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0
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<
1021, SO, FT.
I rERN17 #___
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
—AT F
BY 71
REVIEWED
FOR CODE COMPLIANCE
APR 12 2017
TRIB AND ASSOCIATES
DAWN B
B. RUBANOFF
CHECKED
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DF.f 'il �
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SEC. R-309.1
4 4 -104L
..... . .....
30*SQ.X'I 2"
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/ EA
-IN DEEP CONC. FT'G
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NOTE: ALL STAIR STR1N;',7'.r;,13
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16 O.C.1
PLAN
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0
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T ESC
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POINTS AT r
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STRUCTURAL PLAN NOTES:
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS SD1-SD2 FOR ADDITIONAL INFORMATION.
2.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD.
3.) VIERIFY, ALL ELEVATIONS, STEPS, DIMENSIONS, WALL
SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH
DESIGNER.
4.) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND APPLICATION
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
WRITTEN GUIDELINES.
5.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE,
TABLE 21304.9.1, UNLESS NOTED OTHERWISE.
PIERMIT #
r3u 11 E COUNTY U 'TY DEVELOPME NT SERVICES
U''' -
REVIEWED FOR
CODE COmPLIANCE
DATE
`y �40NEDy
C7
EXP.
CNA.
-0 C
THESE PLANS HAVE 13EEN
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Rr_-\j1F_wED , r---
F:Op, CODE CONAPLIA
AR 12 2017
-f RB AND ASSOC'A"fES
DRAWN BY:
P. ROBANOFF
CHECKEDI
DATE:
6-13-16
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P4 s„H TRUSS UNLESIC O3"dRkaSwVOTED ��L. TRUSSES
. UIOU11%, f- "I,CAS"114EM
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S F TITLE SHEE.T FON IAL NOTES TRUSSES ” O.C.
ATTE, 9 V i IL i 1ON ALU7.
s.. ",.FEH N `C G.E. 'VE ATO 1.24sQ. FT.
PER Vv4-7I". a. SQ. FT.
6--- 22",'421 1142" SC :FFIFD L
SO" FT. PER \1":NT=1.816 F;O FT.
VIGT T NOOU STIMIS SHALL, S CAPPED
Nell D= IL $ TOP FLk",T a." INST°AL� D TO
P.RICIx�`" w OF:,.LAPPING T COFFERS` CEO
IE. R,'SEnOF !Tll P ITTCIIS.OFFSET`
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FASTEN' "I'll' TOP FL. NE UP SPLICE Vvl f r
AT L A3 -T 664TT r".,cm e=mu- 16d I ,IL.S
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OPEN ROOF FASFOUI
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RrISISTItuNT MAMRIALS SUC
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RESISTANT OSS IN
ACCORDAN,CS WITH 201
SECS N 7 ...
UI -1 NCHO TRUSSES
- CLOCK CETWEEN T USSe,
5/ ' CCX PLY.,� E41 -S'
STILT
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1 C* O.C.
S FAS CM
0
1 3,x°4
L l�- FLIM
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3
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1f "OPEEM"NOS
NA% ROOF PLS®.
IVING ROOM
X12 BLOCKING
,
I.'u..I��I=,U RIF1 AT
AREA OF LEDGER
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
nATE
TN::SE PLANS PAVE BEEN
Rl .f`�kNED F0^ COMPLIANCE
i ."•_.1° VATH MHE ATTACHED
.`�.a.'rUR ,L CALCULATIONS
2XG CLASS
'A' FCEII10
H UL Q48
r%T, F,
JOIST '; 100 O.C.
4P� PaT. DF f LsI"C' F;T
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APP 12 2017
TIR5 AND ASSOCIATUS
SEC TION
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B
-B
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C
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REVELS)
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17 7
m
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FOR PANEL SPL
KED)
"\
JO x1 0 F7,14EL ED07,S SHALL
gE MEET O�CPZ AND BE F1,37,7110ED TO
COWAOtl FR)",%M!NG
D01"ll DEVICE
=7- BriTs
l?" WZE x 12' V?
Fc ll 1pw 14. PAIR
Tal m
SSM. PER PLA!,11 W/ 5/8-
tLL THREAD '"/ COUPLER
SID1140 PER EM1,00NIS
2x6 STUDS 0, 16" O.C. R-19
2x6 ILIDSILL Vl/ 1/2' INSUL 1/2' GYP DO
A3 Vl/3x3x0.929"
SEAI FOUq[,,TT"'N CC, M=Sl
llp!llll%7X::'lf'l. el O.C.
EMD' -,!!N 7w
CONC. SLAB
cn 10/10 w.w.m.
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TOP AVID 03070;A 0"' i"I'3z oA--,R e" stn0�'4 O.C.
A14 D f
j
l 411- V.9.
",w GfRAVIL ra
'
EI h
0O 6boy'olo 0 To
99,
12"
2 EXTERIOR FOOTING SLAB FLOOR
7 ALTERNATE BRACED WALL PANEL 8
x< INTER,IVIMEIATE RAILS OR AN
'If 11 lfrit :R'�'
OR"I'AlVE 1 PATTE 1,
011il OPZJ4 STAIR RMLINGS SHALL
DINPpPREVENT PASSAr7E OF A 40
D U
I,,":lETER SPHERE.
NT
FET E I THE TRIANGULAR OPENINGS FORMED
00 13Y THE RISFER, TREAD, &- BOTTOM
RDR
ELE1,441 -IT OF A GUAR I A", AJ T'HE
4 OPEN SIDE OF A STARI MAY
13E OF SUCH SIZE THAT A SPHERE
Sm IN D,AYMETER CA14NOT PASS
TPIROUGH
No
ll�
D;"°,' 'ED VIALL PANELS SHALL MtNr-- (2)
ROLVi AT FACH END. SPACE 6� AND
ir.'* RESPECTN,l' 1° FROIM Fj-,,CH END Or
SILL PLATE.ViTni Ha"', FIR SILLS, Pr"'o-
VIDE SHOTFIN AT 14" D.C. MAXIMUM
SPACING, AT DOUGLAS FIR SILLS, P.RmllDE
SXOTPINS AT 18" O.C. KWIMUl.' SPAC11"4GS.
2 7/8- SHOTPINS
m
'V"'
8 I F -TS
BRACED WALL PANEL ANCHOR
.1' M�2
1/2- CYP
2X FRAM!"
c"ll 160 0.1
2X BLOCK
AS REQUIRED
RAJL TOWITI-15TIAND
20P, LATERAL LOAD
PER FOOT, t,11N.
3 402 S7MINGERS
V!/ FIRIEBLOCK
G� 8D.
MIN,
1 1/4
EAD
/4"
I IS
RISER
I
ST001
N
1/2" DbAX 10" F.F.'i
M
GIRDER OR HEADER
1C ATTACHED TO GIRDEfR
)R EAll
am
r'S ATTACHED i0 PO!,)T
A'4110HOPED IN CONIC.
CON!C. PAD
im
in
11
m
STAIN.10,A,RD TRUS- \ ISICISSOR TRUSS -
2x CLOCK
INSU'JkTION PER PLANS---,,
IN!'0:'U1 ION PER PLANS
...... ...............
CO
2x MAILER 13ACKING
FLAT CEILING
1 19, 1 201 STAIR DETAIL 1 211 POST CAP 0 POST BASE 1 221 1 23
12 1/2" 14A . FOR 2X4 PL
1/2"' MW!� IDN"PT4111 FOR 2X6 PL,
PROVIDE SiMPSON R'PS221
ISIT"AT-1 AT Ck PLAT -5 112m VAX.
(2 MITI. r,ER NOTCH 2),4 EA V' E
1--1,--DBL T07) PLAT�
-Tr ------
5/3- COX F
a EA,
1 Y2
PER F,"Lt,,,,N
GYP. B0. 2x
I42'"
DS 0-16- O.C.
r
1/2 76". 19D,
4" CONC. SLAB
OR C11 -l",*
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6X6 10/10 IY.W.M-
e' ATE ",'77HOUT
SEE PLAN FOR
OR f3 24" OC.
LCOATION OF
EACH, V..Ay
TYPICAL
WAll, /90VE
2" S&AND 6FOCTi'i'4G
MIL V.B
4- GkIkEL
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0 '00
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0
0 00 00 90 —010
ollkop00 0
7
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#4 REBAR CONT. 3" FROM
T01" A`0 BOTTOM
12"
4
INTERIOR
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im
in
11
m
STAIN.10,A,RD TRUS- \ ISICISSOR TRUSS -
2x CLOCK
INSU'JkTION PER PLANS---,,
IN!'0:'U1 ION PER PLANS
...... ...............
CO
2x MAILER 13ACKING
FLAT CEILING
1 19, 1 201 STAIR DETAIL 1 211 POST CAP 0 POST BASE 1 221 1 23
12 1/2" 14A . FOR 2X4 PL
1/2"' MW!� IDN"PT4111 FOR 2X6 PL,
PROVIDE SiMPSON R'PS221
ISIT"AT-1 AT Ck PLAT -5 112m VAX.
(2 MITI. r,ER NOTCH 2),4 EA V' E
1--1,--DBL T07) PLAT�
-Tr ------
5/3- COX F
a EA,
1 Y2
PER F,"Lt,,,,N
Im
EAVE D ETAI L
I TIL" AT EACH
DEBR, TOP PLATE
5/4" CCX PLY 0 IEWES
FI"II
r- -ID
TRUSS
2x4 CUTRFIGIGERS 0
2'-0" 0,0. 14NX
NOTCH, lf"".O A,JUSS tJND
S,iD%N,",!DARD
4i':-lussc" BETWEEN OUTFUVIN-""G
27� 1 2 BARGE TIES/ OUTRIGGERS 29
CAC'LE E E
ASS 01, 4, f
INSULATION
PER PLAN
GYP D
TRUSS w/ i'"
O<C. FILL
DOUBLE TO,',' PLATE
VAULTED CEILING
1/2" G", . ED
FLAT CEILING VAULTED CEILING
ED'..'E'EN OUTRI'13GERS
TYPICAL GABLE ENI
Im
SHEAR PLYA',!
G/ 12
7:1111kcl-"!G
10
im
im
I I C 111 M1 -1, #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
13Y
REVIEWED
FOR CODE CONAPLIANCE
APR 12 2017
TR5p,ND ASSOCIATES
�AAM :tfll�'Vllwl
241 BLOCKING/CLIPS @ LBC
14', 16D CON11JON NAJ1,S)
(,'(-)%,lM0N NAH"."AT- 1 ('1("
2X-1, RLOCI� ",— (10IM11910N
MAILS EACH END
I
I To to
1—TUA, PIAG3,01NIAL
AT V-6" 03
x NUOUc,"" P?.r-NALL
RaOS lt�✓P
C AT V Cv;
. . . .... . . .................................. .
GABLE END BRACE
SCALE
NONE
S,'! E E - I'
DOR'Z
OR C11 -l",*
V',
r, TF -' 1113 Tl-�r
e' ATE ",'77HOUT
CONS7,HT FROM
25
TYPICAL
TOP PLATE
NOTCH DETAIL 26
Im
EAVE D ETAI L
I TIL" AT EACH
DEBR, TOP PLATE
5/4" CCX PLY 0 IEWES
FI"II
r- -ID
TRUSS
2x4 CUTRFIGIGERS 0
2'-0" 0,0. 14NX
NOTCH, lf"".O A,JUSS tJND
S,iD%N,",!DARD
4i':-lussc" BETWEEN OUTFUVIN-""G
27� 1 2 BARGE TIES/ OUTRIGGERS 29
CAC'LE E E
ASS 01, 4, f
INSULATION
PER PLAN
GYP D
TRUSS w/ i'"
O<C. FILL
DOUBLE TO,',' PLATE
VAULTED CEILING
1/2" G", . ED
FLAT CEILING VAULTED CEILING
ED'..'E'EN OUTRI'13GERS
TYPICAL GABLE ENI
Im
SHEAR PLYA',!
G/ 12
7:1111kcl-"!G
10
im
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I I C 111 M1 -1, #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
13Y
REVIEWED
FOR CODE CONAPLIANCE
APR 12 2017
TR5p,ND ASSOCIATES
�AAM :tfll�'Vllwl
241 BLOCKING/CLIPS @ LBC
14', 16D CON11JON NAJ1,S)
(,'(-)%,lM0N NAH"."AT- 1 ('1("
2X-1, RLOCI� ",— (10IM11910N
MAILS EACH END
I
I To to
1—TUA, PIAG3,01NIAL
AT V-6" 03
x NUOUc,"" P?.r-NALL
RaOS lt�✓P
C AT V Cv;
. . . .... . . .................................. .
GABLE END BRACE
SCALE
NONE
S,'! E E - I'
PROVIDE Dr4P EDGE
FLASHING AT EDGES OF
ROOF TY'P.
CUI-11
COMP. SH';�
2-14"X24" EN!
O.P. 'VENT"
THE CABLE TIO VENA
S¢ HALL BE FULL' COVERED
NON CO,'VOUSTLOLE ITER LS
W `i n' 141,11.OF� 6 l,ID SH,
NOT EXCEE-D t On01"'"
6X6 P.T".AK,'It,@O
�P DD.
F R(D N T E L E V" AT 10 N' REAR ELEVATION D yk, a
.5
:....
� C 7
..... ;.
EXP. f
INTER 2ZD ATE RAILS OR Al
ORN"fi�AI`NTL PATTERN
ON O Pit STIRWI INN HALL
PREVENT PASSAGE O "
DOXI T R SPHERE.
11 -JE TRIANGULAR R OPEC I NGS FORM171)
BY THE RISER, T &4,D, & BOTTOM
ELEMENT OF A GU'!'iO;�L, THE
OPEN SIDS OFTAIr MAY MAY
BE OF SUCH SIZE THAT A SPHERE
6" IN DV%- R CANNOT PASS
THROUGH
4X8 P.T. S�Og °POR` MID -SPAN SM PS. 11 " pg&f',� Q P,! ,D
P
Vv'/20" SO,X3 * DEEP 3)4X32 P.T. S RK'E'RS `EYP.
00,11-101. I°Tlo,
LEFT ELEVATION
THESE PLANS HAVE BEEN
REVIEWED FOP, COMPLIANCE
ONLY WITH THE ATTACHED
STRUCTURAL CALCULATIONS
2X6 FSO PD.
P=ERMIT
3UTTE COUNTY DEVELOPMENT SERVICES
�— "--- REVIEWED FOR
CODE COMPLIANCE
--2X4 TRIIA
k.,.
RIGHT ELEVATION---
�-Z
LAP O/APPROVK0
VAI 0" ZaIRUEs"s Oil 7/16"
SHS a , PILY. '.. ELWTIO� S
REVIEWED
FOR CODE COMPLIANCE
APR 12 2011
TRB AND ASSOCIATES
DRAWN 13Y:
CHCKLED
DATE:
6-13-16
C:ALE
JOB�
REVELS
S H T #i
5 OF"7
In
CQ
(.D
co
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W
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00
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DATE:
6-13-16
C:ALE
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5 OF"7
INSTALL A LISTED RACP.,VAY TO tfCCOMMODATE
A DEDICATED 208/240 -VOLT BRANCH CIRCUT.
THE RA.Cf',,.AN' SHALL NOT BE LESS TITAN TRI ISE SIZE 1
(NORMAL 1- DVMETER). THE RACEVAY SHALL OFSINATL-
AT T11'r Is tJI-4 SERVICE OR' SUVr�'ANEL AND SHALL
TERMINATE INTO A LISTED CABINET, BOX OR OTHER
EINCLOSUR7 IN CLOSE PROXIMITY TO THE PROPOSED
LOCATION 07' AN EV CH!,k4ZGER. PlArCEV',IAYS ARE RE'OUIRED
TO BE Cc:'ClNUOUS AT ENCLOSED, IIsi CCFSSI3LE Or,
001,,!CEALED AR7AS AN'D SPACES. THE C12VTOE P9,411. AVID
OR SL SPA!f�`&_ SHALL PRUODE CAPACIr( TO INST71L
A MT' ,,'!MUM DEDICA"11D aRN"ltpwI`I CICUIT A7"Y'D
17'tl"'E(S) RES7R'VED TO PER3,41T INSTAILVTICl OF A Sw—NCH
cicua CrROURI-r-tIT PROTlEC-,!T,,E,DEVICE. THIE SEDWICE PAV,EL
07i CIRCUri' DIRECTOR'Y SHALL ru":-NTIFY THE OVERVi�"REN'T
F_SPACES) 17,12.3ERUED FOR FUTURE al CI-LkRilm
P,XJT`EC i"i%liEF
AS "EEV CA.RkSl_r. TH17 RACa,,AY TIERMINA110114 SHAl
_L BE
AJND 1,1SIOLY MARKED AS *EV CAPABLE".
LIGHTING MEASURES
LOWER
HIGH EFFICIE'INICY LU',IINAIR�,FS OTHER TH.�ll OUTDOOR HID.
CONTAIN ONLY HIGH EFFICIENCY Lk,,4PS AS OUTLINED IN TA,7All
150-C, AND DO NOT CONTAIN A MEDIUM BASE
BAIJ-A-ST Ftp ,, U,,,k,,4PS 13 'K°!ATTS OR GREATER ARE ELEC7,3NIC
AND HAVE A,,P1, CUITPUT FREQUENCY NO LE.5'�� TTIAN 20 VHz.
H174 EFFICIEW.'N' LUMINAIrZS-OUTDOOR Hl : CON TIAIN ONLY XIGH
EFFICIENCY LAMPS AS OUTLINT-D IN TABLE 150-C, LUMI�N1,14,1RE Hks
%o
FACTO=RY r-117ZALLED HID BAIL A -ST.
PER!AANTLY INSTALLED LUMINI:17QES IN KITCHEl',11S SRA.11 RE H!Gp,
EFFICI7NCY LL M,! UP TO El '"o OF THE WATTAGE', AS
DEETER211!`,�ED IN SEC. 130(C), 07 PErmAtaiLy iNsTtua)
LUMIN�J',,RES IN KfTCH7NS IA
BE IN', I_UP'!IMAJRES Tl YET f"Tlltr_ NOT
H1,13IN EM"iCIENCY LU!,,flNA,'RES, PR9,110SD THAT THESE LW;k!74,NRES
J
ARE CONTR611ED BY 'SWITCHES SEPAFXTE rmr ni6sE
THE HIGH EFFICIENCY WMVA:IZES.
A MlMR,!UM Or' Otl'Z(l) HE LU!`,flNAIRE IS TO BE 11114STALLED
IFI n
N EACH BATHR,00"�_ e�ll_ OTV"7 "LIGHTING IN BATHROOMS
SHALL BE HE OR COI11TROLLED BY OCCUPANCY S":NSOR(S).
REFER"_11111'1�17 CA. ENERGY CODE 150(K)S.
AlJ_ LIS nHTINl'3 IN GARAI777S,
LAUNDRY ROOMS, UTIljr( ROOMS BE HIGH EFFICIENICY
LV�'IINAIR�773 AN.D A!lE CO?4'7P%llY_lED BY A VACANCY SENS0,r!(s')
I". MAN"JAII ON, AIM, MATIC 477. REFEP',",l"CE EN!F-R(,r( 'i'=:'
PIERMA 1,174AA' VNSTAJ_LED LIJIMNAIBES 'Lk,,,,3ATED OTHER THA!,11 IN
BATHROOMS, GAP.A(7!:rj, LAUNDF,",Y ROOMS, AND
U'-ILffY FIGO," -.IS V-VILL BE HIGH EIFIFCIENC.)' UJMINA!RES (EY"EPT
CILOSE r, LESS TH,1kN 70 SO.i7T), OR ARE CONTROLLED P' -Y
A S7-"i'TCH OR ARE C0,1WITROIJI-D BY A!'I OCCUP T
SEINCR(S) THAT COMPL17-S WITH SECTION 11S,,(D) TIHIAT DOES
'moNt
NoT TUNN cm, OR HN -Ai AN ALWAi'VS ON Ct
LU" ',,iNAIRES THAT ARE REC73!'�EQ INTO tISULATED CEILINGS
AnE APPROVED FOR ZERO CL LAI COVER (IC)
AN0 ARE CERTIFIED AIR TIGHT TO ASM E2['3 AND LABELED As
AIR Til"`,`7 (AT) TO Lf, S TV,%N' 2.0 CMA Al- 75
PROVIDIN',OUTDOOR UG'HTHNIG AND PERMA17L)�
TO A RESIDEI'll"IAL BUILDINN'tZ OR TO OTHER R,,'TLD!NGS
()M SAME' LOT SHMl E"F% DISH ERFIV,�07Me" LUlMINA!ln'ZS, (mo'7
1NOLUT'lG
'IvhlcI`1_Icl POO* !l'3llAl',ll*l;7F'lql 17TAITIL!, a_C.s
ID V,
loum
C!" O"IT171, ARTICLE O,,Rl ARE CONTRcAlED BA'
Coup'illlllll'!_ sEllso1r, vmri IOTO colhRF711�1.
t
- ' r `0 " " F
l!`,7E- 17- � TO C,"Wpof V!i 'r �- I 11'(D)rcr.,
LEVEL
wp- I I
LEC I RICAL PLAN
N0',TE, PROV'D..... 114 INTERS,-;",3l'EM B0'l"4U.NlG ELECTRODIF IVVHNICHI INICLUDES
PROVISIONS FOR (�'O! NE'CTIIF,GA I. T Ti!l'?�EE GROUNDIING OR 6,01NDING
c
C"':,'!D!!.IUV0,vRS REQUIF;SEI FOR CONOALINICATIOVIS -STVAS SHALL, BE INSTALLED
El41;-RNA[_I_Y- AT 7"TIEE '3E,7"V"l-.'-E PANL-L d'. PL€d`,. & IN.. QLt;dU;..lUUb
AND CE -C `30,9-
kmol w -m_ ---
Fr lll
lZOVIDE 120kl ELE-CTICAL RECEPTACLE 1,',TH!N 3 FEET OF TI'lE VIATER Hill,
IVID ACCI SIBLE WITH NO COSTRUCT104"&
PRO%4DE A CATEGORY III OR IV VViT, OR A TVPE 0 VIIEN'T VVITH STRA!GHTI PIPE
BEIE-EV! 711E OUTSIDE T`ER`MINA:flO'N A THE SPACE WHERE THZWiNTE-R KrR.
IS INSTALLED,
PRIOIADE A GAS SUPPLY LINE �VITH A CAPt,,ClTY OF AT LEAST 200,0,00 61111/11R
ITS DRYER NOTES PER CMC 504.3.1.2:
kU'S'T DUCT VO4L RVAN,'C A MlRMVM DEVELOPED
3TH 011,I'W 14' WITH A k ll%,!Ull 07 TWO 90.D7GRErx,
)WS-; EACH ADDITIONAL ELB��'llllixi'! DEDUCTS 2' OF
Y?LA2LE LENGTH,
EX,HAUST DU =NG FROM V11-3 AN") DRYER SHLL
EQUPPED 1,11*T1 A LISTED BAC!< lx'A.C-r D.-kMPER AT
EIDE TERVNA110N,
11", OF 100 SQ. IN.
LAg",k,,T7 Up Ajr, IS Rro'D.
THE DRYER, ;1!� Spuml
PRO IDED P-4 11"HE DOOR
BY OTHER APPRO`/El)
NS. CMC 504.3.2
F.4111mg1j"
NOTE: FOR AIR QUALITY THE (1) FAN
IN THE CArrf SHOULD
NOT EXCEED THE SOUND TEL OF I SOME
THE CFM LEVEL SHOULD
FE 50 CFM
THIS IS BETTER THAN THE 45 crtm THT: RESIDENTLAL
M,PyNIUAL RECO MME'ND73 IN TABLE 1—i
VLtff FAIN TO OUTSIDE:
PAfl TO RUN CONTINUOUSLY W/2 -STA CE- MOTOI"a
BATHROOM EXHAUST 171-1,11S SHALL BE ENERGY STAR C0%r'4?LjAl1,,T
AND THE FAN SHALL BE CONTROLLED BY A HU,',"1DI-''AT VVvlilcll
IS RUTILY ACCESSISLE(CGESC 4.506.1)
NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE
1. PER,'AANET VVIRE ALL SMOKE DETECTO"S ON A DETECTED CIRCUIT
2. THE FOLLO�IANG GUIDE LINES MUST BE MET ON V,,-"iLL PLUGS
-ANY Y'ALL OVER 2'-C IN LENGTH SHALL HAVE A I'!ECEPTACLE
-PLUGS SHALL BE A MAXIMUM OF 12* -0" APART
-PLUGS SHALL BE 6'-0* OF END OF AAL OR OPENIt-IS
-ALL PLUGS AT KITCHEN, EATHROOkIS, OUTSIDE, AMD AT THE GARAGE Sitkll
BE G.F.I. PROTECTED
-PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KrTCHEI4 AND LAUNDRY ROO'�.!S
-FIELD VERIFY LOC, TIO"IOF SB CB PANEL AND METIEP WITH LG"
:P BUILD,'NG
DEPARTMENT AND THE POI,Tll COMPANY
-THZ LOCATION OF PHONE T.V. JACKS TO BE OWNER APPRO'vED PROR TO PiSTALLATIO!u
-PROVIDE ELECTRICAL F0`"' HEAT AND AIR UNIT TO BE LOCATED AT THE SITE
VERIFY WITH OVWER PRIOR TO CONSTRUCTION
-PRO%-IDE 20 AIMP SPIANCH CIRCIU nr, AT 61WHRO011"IS
-BATHROOM RECEPTACLES SHAIJ_ BE SUPPLIED BY A SEPAFZATE 20 A!'Tl CIRCUrr
AND SHALL NOT H,,WEE EXHAUST FAN, LIGHTING OR OTHER CtJITLETS ON IT AS
-PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOP, ALL OU'TLETS
1AICLUDING RECEPTACLE OUTLETS, SWITCH OUTLETS, LIGHTING OUll-ETS,
AN!"Il, S'MOKE DETECTORS
A1,410 SMOKE DETECTORS I_OQ",TED IN BEDROOMS AS PER CEO kR"FV3LIF 210-12.
- ALL 15/20 AMPERE RECEPTACLES II ST m
-D PER CEc 210
SHALL BE LISTED TAMPER RES=SA�NT RECEPTAICtES.
- ALL BRANCH, CriCUTS SUPPLWNG 15/20 A!--4PrU- OUTLETS 11"I FAMILY ROOMS, DII`411110 ROOMS, MANIO, ROOMS,
truWIE's, DENS, SUNROOMS, BEDROONIS, RECREATION ROOI'45, CLOS 1-S, HALLWAYS, OR SffflLAR'
ROOMS/AREAS SHAL BE PROTECTED BY A LISTED COM3'f,!AT]OI: TYPE ARC-rAjJLT CIRCUT INTERRUIPTER
- SPECIFY Tk,'",EM RESISTANT 'ECEPTACLES R4 THE DWELLINIG. ALL 125 -VOLT
SINGLE PHASE, 15 AND 20 k4P RECEPTACLES SK BE LISTED T�%,MPER-
RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 408.11
FOR THIS PROJECT IT ONLY APILLIES TO REVIRING OR, ADDITIONS.
- ALL WORK ON 1141S PROJ'.`_`CT SHALL CONFORM TO THE ADOPTED EDITIONS
OF TLIE 2013 V,,,tJF. ELECT. CODE
CAJRBO�l
DETECTOR 110 VOLT
INTERCONIIECT'
17,,'CK UP
DrTECTC` 110 VOLT
k"11111-1 RAITTERY PACK U7 (TY
ALL SMOI-T DETECTORS .SHA
BE lNTEi',l"Cry NNECTED
UPPER LEVEL
ELECTRICAL PLAN
REVIEWED
FOR CODE COMPLIANCE
APR 12 2017
TRB A'N.D ASSOCIATES
SMOKE ALARMS OR DETECTORS VnIALl- NOT BE LOCATED V.,,"ITHIN UV.,i9,!!,SHED ATTICS
Ln
OR GARAGES OR IN OTHER SPAC'S WHERE TEI`,,"""=Ui .7-S CAN F111, BELO%*' 40 F
DATE
OR AS 0 V E 100 F.
6 -
b.)
WHERE THE MOUNTiNG SURFACE f,,,,V BECOME CCN�SIDZDRADYY V! RMER OR COOLER
q
7 dt-V THE ROOM, SUCN AS A INSULATED' CEILP"G BELOW At,! UNFINtSIAED
0
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ATTIC OR AN EXTERI-7)"' WALL, VVOKE ALARMS gnDETECTORS SHALL BE MVY'lTED
<
0
ON AN INSIDE I11" ALL.
Llj
c.)
SiMOKE AVRMS OR DETECTORS SHALL M.' INSTALLED A MINIE'AU14.1 OF 20' HORIV0,14TAL
In
DIS14NICE FROM A PEREl,"',-NTLY IN'S"i-AW,:13 COOKING APPLIANCE EXCEPT IONIZATION SMOKE
cy
U
A'I RTS WITH AN AIAR�evl SP,ENICING SWITCcll OR PHOTOELECTRIC SMOKE ALARMS.
00
d.)
SMOKE AUPMS SHALL PE IN=ALl_ED NOT LI'ESS THAN A 3 FOOT HORIZOI,IT& DISTANCE
Fr,','l,M THE DOOR OR OPENW'-?� OF A BATHROOM THAT CONTAINS A UNTHTUB OR SHO'NER
C)
-7
UNLESS THIS WOULT) PREV,-Kr'f PLACEMENT OF OTIlER REQ UIl-RED SMOKE fQRIMS,
0
S!0,0KE 111-51'1,1�, AND DETECTOr'F"'S S,�IALL NOT f,, -,R: Il'N7u LED LITH FA A 36" HORIZONTtl_
7'
PATH FROM T1,117 ""UPPLY REGIST61S OF A FORCED AIR HEATING Of,,, COOLING SYSTEM
L.Li
AND SHALL BE OUfSID- THEE DIRECT 14RFLOW' FROM THOSE PEGI'S7F.RS.
L)
SMOKE ALARMS AMD DETECTORS Sk'll NOT DET EV.73ALLED WITHIN A 3",5' PAT"l FROM
THE TIP OF TIDE E31J,,0E OF A CEILIN"l-SUSPENDE-D (PADDLE) FAN.
>
A SMOKE ALARM OR DETECTOR LOVTru"') AT STAIRS LEADING TO OTHER OCCUPIED LE`VnE,.S
c
SIIALL BE LOCATED SO THAT SMOKE IN THE STAIR IA CAN'NOT BE PRE'NTED FROM
n
REACHING THE SMOKE AILAP'l OR DETE.CTOOI'A nY AN' 1'=�ITERVENING DOOR OR OBSCRUCTION.
P -
Ii.)
FOR 7SA11%!.N:_ LEADING U:1'11 FROM A SMOT ALARMS Or DETECTORS SIH ALL
N- RTAI-S,
C"l- LOCATED al"ll THE CF]LINIG NEAR THE Esq lFY TO THE
BUTTE COUNTY DEVELOPMENT SERVICES
A"No DETE(7i'ORS SHALL BEE PrISLAIED AT rfJ,!--- HIGH7ST POIlr"7 OF A COFFIE_'RED
REVIEWED FOR
PAIF'1%01�s
CEILING OR 0111 THE SLOPED PORT10.14 OF THE CEILIhIG VITHIN 12"' V, ICALLY DOWN FROM TI S,
(,,X -)DE COMPLIANCE
HIGHEST POIlr'7M
BY
REVIEWED
FOR CODE COMPLIANCE
APR 12 2017
TRB A'N.D ASSOCIATES
DRAWN
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1. GENERAL
A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR
SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE
INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS
REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN
IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR
OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE
DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER
WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS
SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING,
BRACING, SCAFFOLDING, ETCETERA.
D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN
THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR
CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.
E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND
ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT
PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER.
F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE
RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER
ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN
FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY
THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE
CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS.
H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER
METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT
-CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE
FINISHES.
2. SITE WORK / FOUNDATIONS
A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT
PROVIDED).
B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER
HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED
MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER.
C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS.
ANY OTHER CONDITIONS SHOULD BE BROUGHTTO THE ATTENTION OF THE ENGINEER PRIOR TO
THE CONSTRUCTION OF THE FOUNDATIONS.
D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS,
AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW
FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS).
E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL.
F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL
FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL.
G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
H) FILL MATERIALSHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE
TO DRAIN TO DAYLIGHT.
J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST
APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS
ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO
SECTION 1808 OF•THE 2013 CBC.
3. CONCRETE / REINFORCING
A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON
2,500 PSI U.N.O.).
C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR
TYPE III LOW ALKALI.
D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE
ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS
UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A
MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE
LATEST EDITION OF THE ACI 318.
F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS
THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G.
WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER
MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2"
SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB
WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS.
G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE
SLAB IS REINFORCED, SAW CUT AT INTERVALS NOTTO EXCEED 7'-0" WHERE SLAB IS
UN -REINFORCED.
GENERAL STRUCTURAL NOTES
3. CONCRETE / REINFORCING CONTINUED
1) REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 Y�"
#6 BARS AND LARGER 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60)
BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR
MORE, (80) BAR DIAMETERS U.N.O.
K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT.
L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND
ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
6. FRAMING/LUMBER
6-1 MATERIALS:
A.) SHEATHING:
1. ROOF SHEATHING: SEE PLANS
2. FLOOR SHEATHING: SEE PLANS
3. WALL SHEATHING: SEE PLANS
B.) G4UE-LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O.
GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP
IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION
CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME
INSPECTION IN ACCORDANCE WITH CBC 1704.2.
C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND
FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481.
D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER
ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH
ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS
WHERE REQUIRED.
E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE
W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
1. STUDS SHALL BE STUD GRADE OR BETTER.
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
5. CONCEALED BEAMS SHALL BE DF -L #2.
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER).
7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.
F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18"
OF FOUNDATION, NAILS SHALL BE GALVANIZED.
G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND
PROVIDED NEW AND WITHOUT EXCESSIVE RUST.
H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED
EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON
HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL
HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL
BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION
CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS.
6-2 GENERAL FRAMING:
A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1.
B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE
MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD
CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED
FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
FRAMING FROM THE EFFECTS OF SHRINKAGE.
D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED
OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY.
6-3 BEAM FRAMING:
A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS
SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL
TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE
SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH
MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT
WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING
STOVE, ETCETERA.
C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS
6. FRAMING / LUMBER CONTINUED
6-4 POSTS/TRIMMERS:
A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH
EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS
B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE
TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O.
6-5 WALL FRAMING:
A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING
WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD
WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE
SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O.
B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0
C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED,
USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN
CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT
ICC REPORT.
D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER
UPLIFT LOAD AS REQUIRED BY THE 2013 CBC
D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR.
E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES
INVOLVED IN GOVERNING CONSTRUCTION.
F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN
LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240
9. DESIGN LOADS `1
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16,
DIVISIONS I, II, III, AND IV U.N.O.:
B) SEISMIC:
SEISMIC IMPORTANCE FACTOR: 1
MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.637, S1 = 0.263
SEISMIC SITE CLASS: D
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.548, SD1 = 0.329, Cs = 0.08 (AT R=6.5)
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS/TIMBER FRAMES
SEISMIC BASE SHEAR: 6.1 KIPS (PARTIAL, AT R=6.5)/1.4 KIPS(PARTIAL, AT R=1.5)
RESPONSE MODIFICATION FACTOR: R=6.5/R = 1.5 FOR SHEAR WALLS/TIMBER FRAMES
RESPECTIVELY
ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE
C) WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: C
D) LIVE LOADS:
ROOF 20 PSF
FLOOR 40 PSF
AB
HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED).
E.)
NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE
ADDT
NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
F.)
LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY
ADJ
WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN
LLH
ACCEPTABLE ALTERNATIVE.
G.)
SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS.
H.)
WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O.
ARCH
PER PLANS AND DETAILS.
6-6 CONNECTIONS:
LONGITUDINAL
A.)
HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B.)
ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE
BLKG
WASHERS WHERE BEARING AGAINST WOOD.
C.)
ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED
BM
BEFORE CLOSING IN OR AT COMPLETION OF JOB.
D.)
LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
1
BOTTOM
8. ROOF FRAMING
8-1 PREFABRICATED
ROOF TRUSSES:
A)
PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE
MECHANICAL
TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL
BETWEEN
DRAWINGS AND CBC 2303.4.
B)
COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND
CARRIAGE BOLTS
CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF
MINIMUM
CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION.
C)
TRUSS DESIGN LOADS:
MISCELLANEOUS
TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE
CAST -IN-PLACE CONCRETE
TOP CHORD DEAD LOAD: 8 PSF
METAL
BOTTOM CHORD DEAD LOAD 8 PSF
UPLIFT LOAD AS REQUIRED BY THE 2013 CBC
D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR.
E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES
INVOLVED IN GOVERNING CONSTRUCTION.
F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN
LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240
9. DESIGN LOADS `1
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16,
DIVISIONS I, II, III, AND IV U.N.O.:
B) SEISMIC:
SEISMIC IMPORTANCE FACTOR: 1
MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.637, S1 = 0.263
SEISMIC SITE CLASS: D
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.548, SD1 = 0.329, Cs = 0.08 (AT R=6.5)
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS/TIMBER FRAMES
SEISMIC BASE SHEAR: 6.1 KIPS (PARTIAL, AT R=6.5)/1.4 KIPS(PARTIAL, AT R=1.5)
RESPONSE MODIFICATION FACTOR: R=6.5/R = 1.5 FOR SHEAR WALLS/TIMBER FRAMES
RESPECTIVELY
ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE
C) WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: C
D) LIVE LOADS:
ROOF 20 PSF
FLOOR 40 PSF
AB
ANCHOR BOLT
K
KIPS
ADDT
ADDITIONAL
L
ANGLE
ADJ
ADJACENT
LLH
LONG LEG HORIZ.
ALT
ALTERNATE
LLV
LONG LEG VERT.
ARCH
ARCHITECTURAL
LONG
LONGITUDINAL
BLDG
BUILDING
LSL
LONG SLOTTED HOLE
BLKG
BLOCKING
LVL
LAMINATED VENEER LUMBER
BM
BEAM
MAX
MAXIMUM
BOTT (B)
BOTTOM
MB
MACHINE BOLTS
BTF
BEAT TO FIT
MECH
MECHANICAL
BTWN
BETWEEN
MFR
MANUFACTURER
CB
CARRIAGE BOLTS
MIN
MINIMUM
CCJ
CONTROLJOINT
MISC.
MISCELLANEOUS
CIP
CAST -IN-PLACE CONCRETE
MTL
METAL
CJ
CONSTRUCTION JOINT
(N)
NEW
CLR
CLEAR
NS
NEAR SIDE
CMU
CONCRETE MASONRY UNITS
NSA
NELSON STUD ANCHOR
COL
COLUMN
NTS
NOT TO SCALE
CONC
CONCRETE
OC
ON CENTER
CONN
CONNECTION
OD
OUTSIDE DIAMETER
CONSTR
CONSTRUCTION
OH
OPPOSITE HAND
CONT
CONTINUOUS
OPNG
OPENING
CONTR
CONTRACTOR
OVS
OVERSIZE ROUND HOLE
CP
COMPLETE PENETRATION
PDF
POWDER DRIVEN FASTENER
CTR
CENTER
PERP
PERPENDICULAR
CTSK
COUNTERSINK
PL
PLATE
DBL
DOUBLE
PLWD
PLYWOOD
DF
DOUGLAS FIR
PLCS
PLACES
DF -L
DOUGLAS FIR - LARCH
PP
PARTIAL PENETRATION
DIA
DIAMETER
PT
PRESSURE TREATED
DJ
DOUBLE JOIST
P/C
PRECAST CONCRETE
EA
EACH
P/T
POST -TENSIONED
EF
EACH FACE
REINF
REINFORCEMENT
EL
ELEVATION (DATUM)
REQ'D
REQUIRED
ELEV
ELEVATION (VIEW) OR ELEVATOR
SC
SLIP CRITICAL
EN
EDGE NAILING
SEOR
STRUCTURAL ENGINEER OF
EQ
EQUAL
RECORD
ES
EACH SIDE
SHTG
SHEATHING
(E)
EXISTING
SIM
SIMILAR
EXP
EXPANSION
SOG
SLAB -ON -GRADE
EXT
EXTERIOR
STD
STANDARD
EW
EACH WAY
STIFF
STIFFENER
FF
FINISH FLOOR
STL
STEEL
FIN
FINISH
SQ
SQUARE
FJ
FLOOR JOIST
SS
STAINLESS STEEL
FLR
FLOOR
SWS
SHEAR WALL SCHEDULE
FNDN
FOUNDATION
SYM
SYMMETRICAL
FOHC
FREE OF HEART CENTER
T&B
TOP & BOTTOM
FOS
FACE OF STUD
TO(P)
TOP OF (PLYWOOD)
FS
FAR SIDE
TOC
TOP -OF -CONCRETE
FTG
FOOTING
TOF
TOP -OF -FOOTING
GA
GAUGE
TOS
TOP -OF -STEEL
GALV
GALVANIZED
TOW
TOP -OF -WALL
GLB
GLUE -LAM BEAM
TN
TOE NAIL
HDG
HOT DIPPED GALVANIZED
TYP
TYPICAL
HDR
HEADER
UNO
UNLESS NOTED OTHERWISE
HGR
HANGER (SIMPSON)
VERT
VERTICAL
HORIZ
HORIZONTAL
WP
WORKPOINT
ID
INSIDE DIAMETER
WWF
WELDED WIRE FABRIC
INT
INTERIOR
W/
WITH
JST
JOIST
W/0
WITHOUT
JT
JOINT
HE-HMIT #,
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
�/ CODE COMPLIANCE
)ATE 117 BYT
REVIEWED
FOR CODE COMPLIANCE
APR 12 2017
TRD AND ASSOCIATES
Q��VESS/O
�No. 75688'Fri
* E . 6/ 0/18
L, C 1 V
gTFOF CWS
3/27/17
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
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Suite 200
Chico, CA 95926
P. 530.592.4407
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REVISIONS:
zi PC#1 3/27/17
DATE: 7/21/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-257
SHEET:
WALL FRAMING PER
PLAN, WHERE OCCURS
P.T. SILL AND A.B. PER 1 /SD2
---SHEAR PER PLAN
RECESS AT OVERHEAD
DOOR IF REQUIRED
CONC. SLAB—
ON—GRADE. PER PLAN E.N.
I Ij 8" MIN. FINISHED GRADE,
_._._.._� SLOPE AWAY FROM
O ..O o° ._..._._.._. __._._ FND.
�I
— � z
#4 TOP & BOT.
3" CLR.
`SPREAD FOOTING PER
12" MIN. PLAN WHERE OCCURS
TYPICAL FOUNDATION DETAIL 10
NO SCALE SDI
HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*)
SIMPSON'
HOLDOWN
MODEL
NUMBER
MINIMUM
HOLDOWN
POST
SIZE
DISTANCE FROM
CENTER OF
CONCRETE ANCHOR
TO FACE OF POST
CONCRETE ANCHOR TYPE
HOLDOWN
FASTENERS
AT POST
MINIMUM
STEM
WALL
WIDTH
SINGLE POUR
CONDITION
TWO POUR
CONDITION
HDU2
DBL 2X
1 5/16"
SSTB16
SSTB20
6 SCREWS
6"
HDU4
I DBL 2X
1 5/16"
SST820 "
SSTB24 -
10 SCREWS
6"
GENERAL NOTES:
1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE.
3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED.
TYPICAL HOLDOWN SCHEDULE C 9
NO SCALE CCD1
GENERAL NOTES:
1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING.
USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES.
2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL
PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN
COMPRESSION POSTS/STUDS.
3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX,
12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON.
DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX
75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 5/SD2 FOR MORE INFO.
4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN.
TYPICAL SHEAR WALL SCHEDULE 8
NO SCALE �Dl
NOTES:
1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS.
2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS.
3.) VERIFY ALL DIMENSIONS, STEPS, SLOPES, ETC. PRIOR TO CONSTRUCTION.
2X DECKING BY OTHERS
WITH (2) SCREWS AT
EACH DECK JOIST
1X RISERS BY OTHERS WITH
(2) SCREWS AT EACH STAIR
STRINGER
4X STRINGERS BY OTHERS 4X4 DF#2 PT POST
AND POST BASE PER
PLAN, WHERE OCCURS
2X4 P.T. DF CONT. WITH 1/2" DIA SLAB—ON—GRADE
GRADE
EXP. ANCHOR AT EACH STRINGER I OCCURS
C U OTHERS AS
44 AT 24" O.C.
#4 BAR X C
0. o . BENT AROUND
POST BASE
o EXTEND FNDN AS
REQ'D TO MAINTAIN 3"
3" CLR CLR AT POST BASE
(1) #4 CONT.
12" MIN. TOP AND BOT. 1
WITH STD. 90'
HOOK EACH END
TYPICAL STAIR TO FOUNDATION DETAIL
RIM JOIST
DECK JOIST
Al2 STRAP
EAM PER PLAN
4X LEDGER
DECK JOIST PER PLAN
LSTA30 STRAP BI
"L" SHAPE AT OL
FACE OF
BEAM/POST/JOTS'
SOLID BLOCKING
�3X BLOCK AT HD
/E.N. PLY ALONG
TIE—BACK JOIST.
HDU2 HORIZ, TYP AT
TIE—BACK JOIST WITH
5/8" DIA. THREADED ROD
R JOIST PER PLAN
I
NOTE: WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
TYPICAL DECK TIE -BACK DETAIL
_
C
N
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10'-9" MAX. Q�
ABOVE TOP =' �" � y
OF CONC. � �8 No. 7568 r
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s�gTF C i v
�F CAU
/4" DIA. SDS
NS WITH 4" MIN 3/27/17
D IN POST/BEAM, THESE PLANS HAVE BEEN REVIEWED
_ACH END OF FOR COMPLIANCE ONLY WITH THE
E ATTACHED STRUCTURAL
CALCULATIONS
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383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
�1 PC#1 3/27/17
DATE: 7/21/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-257
SHEET:
NOTES:
1.) GUARDRAIL BY OTHERS.
2.) PERPENDICULAR BRACE NOT SHOWN FOR CLARITY.
3.) WEATHERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
4.) ADDITIONAL FRAMING BY OTHERS NOT SHOWN FOR CLARITY. SEE PLANS
AND DETAILS BY OTHERS FOR ADDITIONAL INFORMATION.
5.) PRE—DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING.
TYPICAL KNEE BRACE DETAIL
NO SCALE �Dl NO SCALE
_ 12" MIN TYP
LSTA30 STRAP EACH
SIDE 'OF BEAMS '
BRACE PER PLAN,
WHERE OCCURS —
0
I
HGR PER
PLAN, TYP
BEAM
STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM
SHEAR WALL LEGEND
N L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW.
SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*)
SHEAR
MUDSILL THICKNESS
SOLE PLATE
PANEL EDGE
PANEL FIELD
"SIMPSON"
ALLOW.
WALL
AND 1/2" DIAMETER
NAIL SIZE
NAIL SIZE
NAIL SIZE
A35 AND RBC
LOAD
TYPE
ANCHOR BOLT SPACING
AND SPACING
AND SPACING
AND SPACING
CLIP SPACING
(PLF)
END OF
2X MUDSILL
0 7" O.C.
8d 0 6" O.C.
8d 0 12" O.C.
A35 AT 2�-8" O.C.
26A0
612d
AB 0 3'-9 O.C.
RBC AT l'-8 O.C.
MUDSILL
12d 0 5" O.C.
8d 0 4" O.C.
8d 0 12" O.C.
A35 AT 1 �-8F O.C. 350
4*2X
AB 0 2'-9" O.C.
RBC AT l'-2" O.C.
GENERAL NOTES:
1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING.
USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES.
2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL
PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN
COMPRESSION POSTS/STUDS.
3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX,
12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON.
DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX
75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 5/SD2 FOR MORE INFO.
4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN.
TYPICAL SHEAR WALL SCHEDULE 8
NO SCALE �Dl
NOTES:
1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS.
2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS.
3.) VERIFY ALL DIMENSIONS, STEPS, SLOPES, ETC. PRIOR TO CONSTRUCTION.
2X DECKING BY OTHERS
WITH (2) SCREWS AT
EACH DECK JOIST
1X RISERS BY OTHERS WITH
(2) SCREWS AT EACH STAIR
STRINGER
4X STRINGERS BY OTHERS 4X4 DF#2 PT POST
AND POST BASE PER
PLAN, WHERE OCCURS
2X4 P.T. DF CONT. WITH 1/2" DIA SLAB—ON—GRADE
GRADE
EXP. ANCHOR AT EACH STRINGER I OCCURS
C U OTHERS AS
44 AT 24" O.C.
#4 BAR X C
0. o . BENT AROUND
POST BASE
o EXTEND FNDN AS
REQ'D TO MAINTAIN 3"
3" CLR CLR AT POST BASE
(1) #4 CONT.
12" MIN. TOP AND BOT. 1
WITH STD. 90'
HOOK EACH END
TYPICAL STAIR TO FOUNDATION DETAIL
RIM JOIST
DECK JOIST
Al2 STRAP
EAM PER PLAN
4X LEDGER
DECK JOIST PER PLAN
LSTA30 STRAP BI
"L" SHAPE AT OL
FACE OF
BEAM/POST/JOTS'
SOLID BLOCKING
�3X BLOCK AT HD
/E.N. PLY ALONG
TIE—BACK JOIST.
HDU2 HORIZ, TYP AT
TIE—BACK JOIST WITH
5/8" DIA. THREADED ROD
R JOIST PER PLAN
I
NOTE: WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
TYPICAL DECK TIE -BACK DETAIL
_
C
N
q�� ESS/4
o K. B l�
10'-9" MAX. Q�
ABOVE TOP =' �" � y
OF CONC. � �8 No. 7568 r
E 6/ 0/18
s�gTF C i v
�F CAU
/4" DIA. SDS
NS WITH 4" MIN 3/27/17
D IN POST/BEAM, THESE PLANS HAVE BEEN REVIEWED
_ACH END OF FOR COMPLIANCE ONLY WITH THE
E ATTACHED STRUCTURAL
CALCULATIONS
5k ay
383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
�1 PC#1 3/27/17
DATE: 7/21/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-257
SHEET:
NOTES:
1.) GUARDRAIL BY OTHERS.
2.) PERPENDICULAR BRACE NOT SHOWN FOR CLARITY.
3.) WEATHERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
4.) ADDITIONAL FRAMING BY OTHERS NOT SHOWN FOR CLARITY. SEE PLANS
AND DETAILS BY OTHERS FOR ADDITIONAL INFORMATION.
5.) PRE—DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING.
TYPICAL KNEE BRACE DETAIL
NO SCALE �Dl NO SCALE
_ 12" MIN TYP
LSTA30 STRAP EACH
SIDE 'OF BEAMS '
BRACE PER PLAN,
WHERE OCCURS —
0
I
HGR PER
PLAN, TYP
BEAM
PER PLAN, TYP
10'-9" MAX.
ABOVE TOP
OF CONC.
___--(4) 1/4"
DIA. SDS
SCREWS WITH 4" MIN
EMBED IN
POST/BEAM,
TYP EACH
END OF
BRACE
1
1
RACE PER
PLAN
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
TYP REVIEWED FOR
CODE COMPLIANCE
POST PER PLAN
NOTES:
1.) GUARDRAIL BY OTHERS.
2.) PERPENDICULAR BRACE NOT SHOWN FOR CLARITY.
3.) WEATHERPROOFING, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
4.) ADDITIONAL FRAMING BY OTHERS NOT SHOWN FOR CLARITY. SEE PLANS
AND DETAILS BY OTHERS FOR ADDITIONAL INFORMATION.
TYPICAL KNEE BRACE DETAIL 5.) PRE—DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. 2
NO SCALE
LSTA12 STRAP
AT 48" O.C.,,2X6 DECKING BY
FJ PER PLAN AT OTHERS WITH (2)
BEAM OR SOLID SCREWS MIN. AT
BLOCKING AT 24 EACH DECK JOIST
O.C. AT JOIST X AND SCREWS AT 12"
CONDITION O.C. AT BEAM
jX BEAM OR JOIST
HGR PER SCHED! PER PLAN
DECK EDGE DETAIL
CONT. 1 3/4" WIDE LVL RIM 2X6 DECKING BY OTHERS
WITH (2) SCREWS MIN. AT
EACH DECK JOIST AND
SCREWS AT 12" O.C. AT BEAM
FJ PER PLAN P.T. DECK JOIST PER
PLAN WITH LUS HGR.
1 1/4" LSL BLOCK
4X PT LEDGER CONT.
WITH (2) 1/4" DIA.
SDS SCREWS AT 16"
WALL FRAMING O.C. WITH 3 1/4"
PER PLAN EMBED IN RIM/BLOCK
LEDGER DETAIL
NOTES:
1.) WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS.
2,) GUARDRAIL BY OTHERS.
3.) SEE DETAIL 7/SD2 FOR ADDITIONAL INFO.
TYPICAL DECK DETAILS 4
NO SCALE
REVIEWED
FOR CODE COMPLIANCE
APR 12 2017
'I RI3 AND p►SS'OCIATI E
POST PER PLAN
SOG OR FIN. CBSQ
GRADE BY
OTHERS (4) #3 HOOPS
\ 12"X12" PEDASTEL
°0 (4) #4 VERT.
1 1/2- CLR
e z
Q
#4 AT 6" O.C. a_
E. W., TOP Of
AND BOTT. U
3" CLR
DIM PER PLAN
NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS.
FOOTING DETAIL
NO SCALE
ROOF PLY AND
NAILING PER PLAN SHEAR PLY PER SHEAR
WALL SCHEDULE TYPE
MAXE N 2'-0" — (3) 16d TOENAILS E. N. "6" AT HEADER, TYP\
FASCIA BY
OTHERS
NOTE:
CONTRACTOR
DEPTH AND LO
MFR. PRIOR TO
SHALL
PLATE
4/SD2
EN
SHEAR PLY
AND NAILING EN
PER PLAN
T IF
11"
(14) 16d
E.N_'C.—'
— 1 T
NO SCALE SD2
tt�__
+
NO SCALE SD2
2X4 FLAT
+I
f —
+
I
I
BUTTE COUNTY DEVELOPMENT SERVICES
OUTLOOKER AT
U
F.N. PER SHEAR
+
Lij
I III II
l i
1 WALL SCHED.
I
24" O.C., NOTCH
MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8"
MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO ,'SPR 12 2017
I I I
4X6 BLK'G
VERIFY NOTCH
STRAP'
PLY AND TOP
I+I I
1
II II
III
CATION WITH TRUSS
OCCURS
CHORD TO
I � I I
I
COMPRESSION
4'-0" MAX AT (3) STORY AND TALLER
DBL 2X TOP PLATE S1126 STRAP, U.N.O.,
CUTTING.
I I
SEAT OUTLOOKER
_
1
,v
ASF AR WALL SCHED.) � SILL
+_—
GABLE END ADD 2X4 FLAT TO
TRUSS BY OTHERS BRACES LONGER
SHEAR ENTIRE WALL THAN 6'-0" WITH
PER SWS TYPE "6" - 16d AT 12" O.C.
2X6 BRACE AT
A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH
SCHEDULE, OTHERWISE (5) 16d NAILS
4'-0" O.C., TYP. — EACH END
PROVIDE GAP BETWEEN PANELS
AS REQ'D. BY MFR., 1/8" MIN.
E.N., TYP 2X BLOCKING AT 4'-0" O.C.
DBL TOP PLATE T&B, (3) 12d T.N. EA. END
PER 4/SD2 (3) 16d T.N. EA BLOCK
SHEAR ENTIRE WALL WALL FRAMING PER PLAN
PER SWS TYPE "6"
HEADER
PER PLAN
CS16 STRAP
TOP
PER
PLATE
4/SD2
EN
SHEAR PLY
AND NAILING EN
PER PLAN
1
- EN,
11"
(14) 16d
+— ± —+
— 1 T
NO SCALE SD2
tt�__
+
NO SCALE SD2
TYP
+I
f —
+
I
I
BUTTE COUNTY DEVELOPMENT SERVICES
1
U
F.N. PER SHEAR
+
Lij
I III II
l i
1 WALL SCHED.
I
9FTF"
MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8"
MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO ,'SPR 12 2017
I I I
4X6 BLK'G
+
STRAP'
I + I
I+I I
TYP.
II II
III
WALL SCHED.
OCCURS
Uw0
I � I I
I
COMPRESSION
4'-0" MAX AT (3) STORY AND TALLER
DBL 2X TOP PLATE S1126 STRAP, U.N.O.,
�_
I I
II POST AS REQ'D
_
+ +— +
,v
ASF AR WALL SCHED.) � SILL
+_—
PER HD SCHED.—__-
EN, TYP
PER SHEAR
s
I
2'-0"
� �+ �
II+I
I I
II
I
o 0)
F_00I
o..
INCE
A.B. SIZE AND
II II
11
SPACING PER
Oil
I+ I
II II
HOLDOWN
I I+
H.D.
POST PER
F- Q
TRIMMER/S
STUD DIRECTLY UNDER SPLICE, TYP.
I,I
PER
PLAN
TYPICAL TOP PLATE DISCONTINUITY
PER PLAN
I
I II II
w
KINGS/HOLDOWN
POST PER PLAN
SHEAR WALL WIDTH
TOP PLATE
PER 4/SD,-
=COND LEVEL WHERE
CCURS PER PLAN
SOLE PLATE FASTENING
PER SHEAR WALL SCHED
TvpICAI (;ARI F FND TRHSS DETAIL S 9 �1 TYPICAL SHEAR WALL PORTAL DETAIL 6
NO SCALE
POST PER PLAN/SCHEDULE
MIN. END LENGTH
PER SCHED.-------
1
CHED._1 5/8" MIN.
END DISTANCE --
FLOOR TO FLOOR
STRAP PER PLAN=
CLEAR SPAN
--
1 5/8" MIN.
END DISTANCE
MIN. END LENGTH
PER SCHED. r\
SD2 NO SCALE
END NAILING
SOLID SHIM
FLOOR FRAMING
PER PLAN
SOLID BLOCK WITH (4) 16d
DOUBLE TOP PLATE
PER 4/SD2
-END NAILING
—POST PER PLAN/SCHEDULE
FLOOR TO FLOOR STRAP SCHEDULE
STRAP REQ'D MIN. POST SIZE
MIN. END LENGTH
END LENGTH NAIL QUANTITY
MSTC52 DBL 2X
11"
(14) 16d
LS j2TOP PLATE
PER 4/SD2\\ II II
SOLE PLATE NAIL
SPACING PER SHEAR
WALL SCHEDULE,
OTHERWISE 16d AT 8' SOLE PLATE NAIL
O.C., TYP PER SHEAR WALL
SCHEDULE, TYP
1 /2" MIN _ _ _ _ _ _ . - -
1/2" MIN - - — — — --� —
_ Z
�T
RIM BELOW
PER PLAN
NOTES:
1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
TYP FLOOR -TO -FLOOR (11FT ") STRAP SCHED. 8
NO SCALE SD2
WALL FRAMING
PER PLAN, TYI
SHEAR PER PLAN—
SOLE NAILING PER 5/SD2
1 3/4" LVL RIM WITH EX
(2) 16d PER FJ
PROVIDE GAP BETWEEN PANELS
AS REQ'D. BY MFR., 1/8" MIN.
E.N., TYP'
8d TOENAIL AT 6" O.C.
WHERE NO WALL SHEETING/
E.N:
TOP PLATE PER 4/SD2/
SHEAR PER PLAN—
WALL FRAMING
PER PLAN, TYP
A34 EACH SIDE OF POSTS AND
MULTIPLE KING STUDS, TYP
FLOOR PLY AND NAILING PER PLAN
E.N. PLY AT BLK'G
FJ PER PLAN. 2" MIN.
BEARING, TYP
1 1/4" LSL BLOCK
A35 CLIP PER SHEAR WALL
SCHEDULE, OTHERWISE
4'-0" O.C., TYP.
(3) 8d T.N. PER FJ/BLOCK
TYPICAL FLOOR SPLIT DETAIL
NO SCALE
O
PLY AND NAILING
FRAMING PER PER PLAN
PLAN WHERE
OCCURS
BOT"
PLA'
PER
PLAP
PROVIDE GAP BETWEEN
PANELS AS REQ'D.
BY MFR., 1/8" MIN.
BLOCK AS REQ'D.
AT ALL EDGES, TYP
16" MAX STUD
SPACING I.I
°I
SILL PLATE SIZE II
i PER SCHED\ lol
I
CORNER WHERE OCCURS
(5) 16d NAILS AT
LAPPED CORNERS, TYP
COMPRESSION POST AS
REQ'D PER STRAP SCHED.
12"
FOUNDATION PER PLAN MAX.
CORNER WHERE OCCURS
oQ VESS/04/
K.B� F�
A 2
LLJ�No
. 75688' I
* E . 6/ 0/18
J>V
i i �F
OF CAU
3/27/17
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
K
w0 .
STRUCTURAE#1E§ G
383
• io Lindo
Suite 00
A 95926
P. 530.592.4407
I
5
TYPICAL 2 -STORY SHEAR WALL ELEVATION
NO SCALE SD2
NO SCALE SD2
+I WALL CONTINUES WHERE
��OCCURS PER PLAN
f —
I
I
I
BUTTE COUNTY DEVELOPMENT SERVICES
1
U
F.N. PER SHEAR
Lij
I III II
l i
1 WALL SCHED.
I
9FTF"
MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8"
MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO ,'SPR 12 2017
I I I
I I
I I
STRAP'
I�I I I
II
l E.N. PER SHEAR
11
PER PLAN
MERE
II II
III
WALL SCHED.
OCCURS
Uw0
I � I I
I
COMPRESSION
4'-0" MAX AT (3) STORY AND TALLER
DBL 2X TOP PLATE S1126 STRAP, U.N.O.,
�_
I I
II POST AS REQ'D
_
�.
5 MIN
,v
ASF AR WALL SCHED.) � SILL
SHEAR PLY
PER HD SCHED.—__-
PER SHEAR
s
<
WALL SCHED.
U
I
II
o..
INCE
A.B. SIZE AND
II II
11
SPACING PER
II
L1 I I I I
II II
SCHED.
H.D.
�
1 -� 3" X 3" X .229", TYP
STUD DIRECTLY UNDER SPLICE, TYP.
I,I
PER
MASA/MASAP ANCHOR OPTION PER NOTE 4
TYPICAL TOP PLATE DISCONTINUITY
I
I II II
I I
II SCHED.
PER PLAN
2" HiOK, TYP
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP
I� II II
-- -L
II I°I
(12) MIN. BETWEEN SPLICES
16d SINKERS AT 16" O.C.
IL
(12) MIN. BETWEEN SPLICES GENERAL NOTES: ,,,
1.) SILL PLATE SHALL BE 2X PT DF LESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE.
12"
FOUNDATION PER PLAN MAX.
CORNER WHERE OCCURS
oQ VESS/04/
K.B� F�
A 2
LLJ�No
. 75688' I
* E . 6/ 0/18
J>V
i i �F
OF CAU
3/27/17
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
K
w0 .
STRUCTURAE#1E§ G
383
• io Lindo
Suite 00
A 95926
P. 530.592.4407
I
5
TYPICAL 2 -STORY SHEAR WALL ELEVATION
NO SCALE SD2
NO SCALE SD2
+I WALL CONTINUES WHERE
��OCCURS PER PLAN
+
BUTTE COUNTY DEVELOPMENT SERVICES
AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2"
U
+++ +
+ + + + REVIEWED FOR
Lij
+ +
CODE COMPLIANCE 1
l�-�%
MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8"
MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO ,'SPR 12 2017
rt�i BY1
"o
U
WO
�
+
DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
PARTIAL PLAN AT TOP PLATE CORNER AND TEE
1
C)
Uw0
/Qh
V i
4'-0" MAX AT (3) STORY AND TALLER
DBL 2X TOP PLATE S1126 STRAP, U.N.O.,
�_
:D
W
I�
_
�.
5 MIN
,v
ASF AR WALL SCHED.) � SILL
J
V 1
s
<
Cr_0
U
o..
INCE
TYPICAL RIM BLOCK NAILING DETAIL
/
5
TYPICAL 2 -STORY SHEAR WALL ELEVATION
NO SCALE SD2
NO SCALE SD2
+I WALL CONTINUES WHERE
��OCCURS PER PLAN
+
BUTTE COUNTY DEVELOPMENT SERVICES
AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2"
5
O 16d
+++ +
+ + + + REVIEWED FOR
DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" -OR CODE COMPL
+ +
CODE COMPLIANCE 1
l�-�%
MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8"
MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO ,'SPR 12 2017
rt�i BY1
+
DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
PARTIAL PLAN AT TOP PLATE CORNER AND TEE
TR13 AND ASSOC `
2 745
4'-0" MAX AT (3) STORY AND TALLER
DBL 2X TOP PLATE S1126 STRAP, U.N.O.,
12" MAX ��
6 -O,MAX AT (1) AND (2) STORY PT DF -L
PER DETAIL BELOW --\CENTERED ON DISCONTINUITY
�.
5 MIN
,v
ASF AR WALL SCHED.) � SILL
M t'
II II
PLATE WASHER II
7" MI
�
1 -� 3" X 3" X .229", TYP
STUD DIRECTLY UNDER SPLICE, TYP.
MASA/MASAP ANCHOR OPTION PER NOTE 4
TYPICAL TOP PLATE DISCONTINUITY
1 /29" IA AB WITH VFNDN
(5) 16d AT CORNER OR INTERSECTING WALL
PER PLAN
2" HiOK, TYP
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP
16d SINKERS AT 16" O.C.''"'
(12) MIN. BETWEEN SPLICES
16d SINKERS AT 16" O.C.
(12) MIN. BETWEEN SPLICES GENERAL NOTES: ,,,
1.) SILL PLATE SHALL BE 2X PT DF LESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE.
(12) MIN. BETWEEN SPLICES
PROVIDE (2) BOLTS MIN PERS SPL TE.
2.)
3.)
DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
"--STUD DIRECTLY DBL 2X
UNDER SPLICE, TYP. TOP PLATE 4.)
CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF
ANCHOR BOLTS.
INTERSECTING WALL OR CORNER WHERE OCCURS---]
5.)
AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE
TYPICAL TOP PLATE SPLICE
FACE OF SHEATHING.
TYPICAL TOP PLATE SPLICE DETAIL 4
TYPICAL FNDN ANCHOR BOLT DETAIL
1
NO SCALE SD2 NC SCALE
TES
REVISIONS:
A1pC#1 3/27/17
DATE: 7/21/16
SCALE: NTS
I
DRAWN BY: RKB
JOB NUMBER: 16-257
SHEET:
1
SD2
S
0
O
_ - _.
/
.. --- ---
--
S
0
O