HomeMy WebLinkAboutB16-0292 047-150-140vIGINIIN.T.a.
NOTE:
THIS SITE PLAN 15 BASED CIN•ZCOR'RD iN-CM IATION ONLY. NO
SU;ZVEY 0= THE SITE WAS Pz 1 "-0 D NOR 15 iM'ILiED.
110'± i 100' U 1600'1 TO PL N
I EXISTING
WELL
GRAVEL DRIVE d
T OR44SE AREA
68 s i OSED/ p± p
�-
B A <
U �J U U V
p' O
EXISTING A.C. ( G1 O -
�,
PAVED I
i
DRIVEWAY
1
I
EXI5TiNG SHED 5' 101'5' J�
IC' ii' I !O'
� PAD
I ' ��
KEY
DETAIL EXISTING BUILD!NG TO RF -14!N
Y.. d
F'RO'✓CSED NEW eu!LD!NG
611 BLACK CONCRETE
LETTERS ON LUW!TE
54e_ --ROUND WASHOUT
6' MAX
! 3'X 2't
PLYWOOD 51GN
-'c
2X;2 FR:47-1E HELD IN
i
/PLACE WITH IX2X24" STAKE5
j,/ AT BOTH SIDES NOT ^'--RE
TH6' O.G- FCiR FuL L
x AN
per,�;r-ETEn
IC P`:L V!5GJEEN L!NE!F
=DGE5 LA��'ED 12" s
5EALE D
\ix2x24" 5*4K=_5 E4
SIDE Cc FR41",E
DETAIL. rc"�
2Xi2 PR,4',E 1=ELD F!R`^LY IN PLACE
W!TH IX2X2A" STAKE5 AT E30T14
5!DE5 NOT "09ZE Ti44N 6' GC. FOR
FULL PERIMETER
10 "IL V!SCUEEN LINER WiTS✓
/EDGES LAP�'ED 12" 4 SEAL ED
I'
Ell
I - ! --
1—
��Cil D
.1 ENGINEERED FiLL
o /iir Bull- BUILDI/�
�^ . �PROPCS'ED NG
PAD 153.81
\till -
D =11I
/\
� ! 1 I l I . I I -.I ! ._ ! -- r ! _ �-,11-I ► �-Ili--i l �--i ,�I --� � �__ ,
o�
NATIVE EARTi4
ECT IO
�' C1
FLOOD CERTICIATION:
1. BUILDING 15 TO BE BUILT IN CONFOR"AiNGE WiTH F.E 1 ".A. ELEvAT!ON
CERTIFICATE PR PAF;cED B*T' CHARLES HARRIS, JR., LS., DATED 2/1/'(0.
2. FLOOR ELEv4TiON 5HALL BE CERTIFIED BY A LICENSED 5URvE?'OR PRIOR
TO THE PLACING OF CONCRETE.
3. FINAL FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED PRIOR TO FINAL
INSPECTION,
4, BASE FLOOD ELEVATION AT T«415 SITE _ 154.3, MINIMUM FINISHED FLCOR
ELEVATION = 154.6, ALL NGVD 1929.
5. ALL E3UILD!NG COMFCNENT5 5uOlUN ON THESE PL4N5 ARE CAPABLE CF
RE515TING FLCOD-FEL1 4TCD FORCES RESULTING FRO", FLOOD WATERS
R'cACH!NG THE [;-E.
x SOIL LOVE) t STOr7�1WATER' POLLUTIONr1= VENTION
1. NO SOIL DISTURBANCE SHALL OCCUR PRiOR TO OBTAINING A BU!LD'NG OR
GRADING PERMIT,
2. PAR' Y FCR IMr'LEMENTAT!ON CF STCRMWATEF: AND EROS'CNI
CONTROL- FE4TURE5 5H4LL BE:
NORTH VALLEY E,U!LD1NG SY5TE^ 5
CONTACT: ANDY WOOD
30 SEVILLE COURT
CHICO, CA 9592C-
3. ER05-ION CONTRCL ME45U1.R-E5 SPALL BE IN PLACE E TwE EN OCTC- Eq:, i5 AND
4PR'L 15 AND WHENEvER FzAIN 15 FCR=CAST FOR THE PROJES-i v!SIN!TY.
A. CON57RUCTICN 5HALL BE 5C4-4=DULED AND EXECUTED IN A MANNER TuAT LI`1!T5
g0'H SCiL ERCS!ON AND POTENTIAL 5TCR`1 WATER POLLUTION A6 RE^xUiR_D B`
TN=_ C:A'L!FORNiA GREEN 51,1!LDINIG CCDE5 S T ANDA`zD SECTION S. CE.
5, ME4S-,URE5 NOTED SHA!' -L BE !!-'FLEP'1?NTED TO CCNcGi= ! W!Tu T±4E '5EeT
^1ANA,G�MEINT PRACTICES' (BMP'Si OUTLINED iN T«»'_ CAL iFCRN!A STORM W4TE^<
G'JAL''T` A550GI47ICN H4NDE300K, NCVE"eER 2GC9 EDITION.
u T
h. ANY 50!L TRACKED FR0 NE STE INTO THE F"UB� C S'F _Er 5HALL BE CLEANED
UF' AT' THE END OF E4CH WCRK DAY.
1. INACTIVE 50!6_ 5TOCKP!LES C-u4LL E'` COVERED. ACTIVE 5016_ 5TQC<=1LES C-=44LL
BE COVERED PRIOR TO ANY FORECAST RAIN EVENT.
8. ER05'CN CONTROL h EASURE5 6"41-L BE MAINTAINED FCR THE DURATION C=
CONS'TR'UCTION CR UNTIL ALL EXP05ED 50!L 15 COVERED W!7!4 PAVING,
vEGE'TATION OR OV=ER F!N!SH 5URFACING 45 5H0WN ON TWE FL4N5.
9, W4SHIING OF CONCRETE EQUIP'"fENT AND '+COLS AT ANY LCC4T!ON CTH_R THAN T 1E
DE5!C':N4TED W45H-OUT SuCIsN ON THE PLANE 15 4 VIOL4TiON C= LAW AND SJeJEGT
TO F1ti1E.
!O, REQUIIR_D 501L EFZCS!ON AND ETCRr' WATER POLLUTION PREVENTION MF4&,.IcES
C -WALL BE AS FOLLOW:
A. CONSTRUCT T EMFCRARY CONCRETE WA5'J-OUT 4R_A, CGNSTR'JC T !CN
CPERATiCN AND DISPOSAL SMALL CONFC 7`1 WITH CASQA B" -'P LU" i-5'. , SEE
Gl
B. EX15T1NG GRAVEL DRIVE AREA UJ! -!L PROVIDE ADE^U4TE GONSTRUCTION
ENTRANCE/EXIT FOR TWIS PK:OJECT.
C. CONSTRUCTION SiTE 15 ADJOINED ON DOLLINSLCPE 5!DE5 BY EXISTING
AGRICULTURAL LAND5 THAT WILL SERVE 45 SETTLiNrs AREA FOR TRAPPING
ANY 6!LT IN RUNOFi=.
D. DISTUR5ED ARE45 WILL BE COVERED WITi4 CONCRETE 5LAB WuERE 51-10" '
ON PLAIN OR 6" iM!N!MuM Or DU57-FREE GRAVEL FOR FINAL 5'JRF4GING.
!SRR:
DANiBL PA1VA
13133 CARMEN LAI.
CHiCO, CA 95913
S! -'E VAL iNIS ECTiONS
1. RECUT RED SREG!AL !N5=EC71CNS S=44L.L BE PERFCRYED B`" AN
iN'DE`SNDENT SF'EC14L 1N5PECTCR PER CH4FTER 11 C= THE CEG /-N--
LOCAL
NDLOCAL 5UILC�"NG- DEF'ART"'iENT REQ',J'.RE` ENTS.
2. THE ScECiAL iNSPECTO` 5�!4LL BE N!RED BY THE 01IINER 4ND
AFPRCVED BY TUE ENGINEER.
3. 5F'_=G!4L !N5FECTCR CERT!F'C4TICN5, 5L14i_L BE 5UB'-1ITTED TO THE
E3U!LDING DEPARTMENT W!T1-4 'r"=-FER±'iT AP,MLICATiCN, T;4E c�ECIAI
IN5F=ECTCR 1"u5T BE AmF;'OVED B- THE BJiLDING DEF'4R7MENT
P'r2!OR TO BEGINNING CONSTRUCTION.
4. ALL IN5�ECTOR'5 HANDWRI , TEN LOGS SHALL BE AVAILABLE ON THE
JCBS!TE FOR REVIEW BY BUILDING DEPA:TMENT FIELD iNSP_G'ORS.
5. CC!=1ES OF ALL IN5PEGTOR REPCRTS SHALL EE FLED W' i H TN;r LOCAL
EJiLD!NG MEF14RTt'*fENT AND CRANDALL ENGIN=ER!NG, RFPCRTS
SHALL BE FILED WEEKLY DURING CONSTRUCTION. REFCRTE SHALL
NOTE ALL D15Ci:ZE;T=4NCIE5 WuE74-4ER CORRECTED CR NOT.
Ca, U`CN CCMF'LET;ON O%- T"E Ft:OJECT, THE INSPECTOR 5H4LL 5'JeM1T 4
F!NAL SiGNE"D REP ORT 5?ATiti3 WHE7.-4ER THE WORK REQUIRING
5'EC!4L !N51=rCr!ON WAS, TO TH_ BEET C-7 TH_ INEc=E-STCR'S
KNOt LEDGE, PER CR ED IN CON=CR"'4NCE TO TH= AFF =COVED: PANS
AND 5PEC!FIGA7ION5 AND TH_ 4PFL!CABLE WORK"ANSuIF'
PR'OV SICNIS 0= THE CBG AND!OR !SG RTmORT.
1. 57SCIA1 INSPECTION 15 R=CURED FOR 'i"E FOL LCLUiNG 7EiM5 AND
PROCEDURES A5 NCTED.
WI!rN 6TTZt7WzTW i ICLTW.7-
A. ALL NIGH SiRE NGTH 30L75 ARE TC E,_ INSTALLED USING TARN C-
T�;= NJT" ^"ETrCD SPECIFIED iN THE N NTH ED -!ON CF THE 4150
"5P2C!FiCATION i -OR 5TRJSTURAL JO!NT5 USiNG 457M 4325 CR
,4490 ECLT5". PER!O'D!C !`1ON!*0R'NG Ct- EOLT TIG"TENING 15
ACCFPTt 'E WHEN U51NG ':TURN OF THE NUT" ^ cTHC✓.
B iN5`=ECTCR 5' -BALL v R'FY 744T ALL BO'_T5 AN L -4e E R5
CCNFCR`W11' -1u THE RLGUiRED �F'_C'FiGATION.
G. I1N5P_C7,CR 5H4LL V=_':; FY THA` THE "FY ',5 RS TO CONNEG`F:�
ARE FROF✓ER'_Y ALIGNED FRICR TO 7IG"7ENING.
n�
TI
(_. rrn 1
G C nr-
D. Tc'5TER „-�.�.LL C..SER"✓E r?_ CAI_(,,rRA. �.,�'v , R..,.E�,:RES
REQUIRED B 1 THE ASTM SF ECi=!CAT!GN (4325 CR 44?0) 4N-
MCN!TOR THE IN5T4LiL,471CN OF COLTS TO DETERMINE Tr+47 4L L
PLIE5 OF CCNNEGTED I`14TER;4! HAVE BEEN DRA;,?N
FE�! �'0 F L L
A. ALL F!L L PL,4G=D L 7T? tN 5' OF THE BU!LD'NG LINE OR DE5!GN4TE-D 4D
AS S-GOUJN C`! THE PLANS SHALL BE FILL' PLACE !N
ACCORDANCE WiTH T -»E F-ROJEGT RE�,I:IR =NTS AND !NS`'EG`E:J AS
REGU'RED BY C5C SEC'!ON 17C-15.6,
B. TESTER SHALL CBSERVE THE -REPARATION CF TUE SU5GR4DE AND TSE
TI;E FLAGfNG C= THE ENG-'NEERED FILL 4ND VERIFY C"NFCR" ONCE L:!Ti-i
T.•E PROJECT REG1i�cE ENTS.
C. c' I is D ='L E T 0... 4" ORTE D M4 R14L
Ns•N ERE. L 5HALL B_ CONS?RUC 1 E.. FR � I. P TE
UNDER "- _ ;::!RECTO ION CF T'4_= TESTING AGEtiG''.
D. TESTER 5L44LL VERIFY 7:447 ALL FILL 15 GCMpACTED TO A M!NiMU`" OF
9Ca MAX!MU'`' DENS""" WHEN TESTED IN 4SCCRD4.N1__E WITH 45T-
07 w
5TWITH 4 ^"1NIMUM C= %"0 TIES'r E4SU LIFT
E. FILL Su4LL 13= FLACE:� iN LEFTS OF NOT MORE T AN 6", ' C5TURE
CONDITIONED AND COiMF'AGTED BY AN 4PPROVED i"FET"CD.
PROJECT LOCATION:
132015 3 CART iEN LAI.
C 41co, CA 95913
BUTTE CO. APN 041-150-140-000
UiL.DIWS DATA - 2013 C
OCCUi='ANCY GROUP:
U - AGRICULTURAL BUILDING
TYPE OF CONSTMI,ICTION: 11F3 (NO SI�INKLE>S)
LOCATION ON FIROPERTY
NORTH: 18't TO PL
EAST: 1600'1 TO PL
SOUTH: 2800'1 TO PL
WtST: 68' TO EXISTING MILDING
FLOOR AF^�A:
PROPOSED: 4,040 SF.
ALLOWABLE AREA:
At 18,000 SF.
If ■ 1.�5 FOR 30' ALL SIDES
ALLOWABLE AREA 31,500 SF.
HEIGHT:
FIROPOSED HEIGHT IIB'1 MAXIMUM
ALLOWABLE HEIGHT ■ 40'
NUMBER OF ST07ZIES:
F'ROPO✓ED : SINGLE STORY
ALLOWABLE t 2 -STORIES
OCCUPANT LOAD: 8 0 1 FIER 1•x00 S.F.
EXIT R.'�QU11"w�'MENTS:
REQUIRED: 1 FOR LESS THAN 50 OCCUPANTS
300' MAX TRAVEL DISTANCE
PROViDED: 1 EXIT F ZOM ENCLOSED A1EA
45'1 MAX TfRZAVEL DISTANCE
G -E1.1 RAL NOTES
I. rN- s'NEER`NG DESIGN LC4DS
^0= cam- CES 74e; -E 16C141
R..., �,vE LGAG 'M!N!�^ �^^5 R
WIND LCAD!NG 545ED ON: IIC NPH/=xPCSUR= "G
5``5!MiC DESIGN
SITE CATEGCR`': D
RISK CATEGORY. !
SE!S '!G IM CRTANSE F4STCR 1C
Ss = 0.62! S! C.25C
SD' 0.343 C -D5
Cs = C.!540 FRA / 0.'655 ERASE
ANA-YSEe E`' ECJ''✓AL-^1LATERAL. FCRCE ME T HCD
GONSTFJGT!GN ` TALL CON=.^.R TC T NESE SLA S 4N.� ALL
GC SES ASG LGCAL CR !^JANGES (*+CLUE NG '%�E FOLLC:;
5UTLERI5 II PRE>'IN1514ED
STEEL C STEEL BOG= PANELS,
EAVE STRJT COLOR 'COOL IGLOO UUWITE'
BY BUTLER
r
Il Z -PURLINS �
I :
BUTLER Z -GIRT
l
o
s
I
I,!
�5'7
EEL FRAME
BY B,.TLER
i
�� Z-GIRTS 6Y
BUTLER
5TE=L C
EAVE S, FUT
BY BUTLER
I" IN 12"
1
3" FI5ERt'GLA55 ELANKET
IN5UL47110N WITH VINYL FACING
AT R00m. SEE NOTE BLOW
5TEELFRAME
BY BUTLER
CONTINUOUS
UTTER, FIELD
LOGAtE D.S.
BUTLERIB
PREFINISHE'•J
STEEL SICING
I E" CONCRETE SLAB
i
---- -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - -
6 MIL VISQUEEN
4" (MIN) CLEAN SAND 545E/
SC ION INSULATION 5ACKNG NOTE:
VIN"t INSULATION BAGKiNG SHALL HAVE A
V4'•l'-O•f FLAME 5=RE4D INDEX C= 25 CR LESS AND
�A5NlC*l_E DEvGLCr""ENIT iNiDEX OF 450 OR LESS
W44EN TESTED PER ASTM EE4 OR UL '123.
BUTLE^c Z-G!RT
EuT�ERIB 11 PR_�''�'SHED
STEEL C STEEL RCO= PANELS.
EAVE STRUT CCLC Z' 'COOL
\5 T EEl_ rRA^^E
pY Bu'LER
Z-G!RTS BY
BJTLER
Z-PURL?NS ��
5TEEL C
EAVE STRUT
BY BUTLER
I''' IN 12',t
STEEL FRAME
BY BUTLER
CONTINUOUS
GUTTER. FIELD
LOCATE D,5.
I--__..1
-I
1
-- -� _ ---
! i—! �I
__ ull !
SECTIONC
loe
1 041
16' X?Q RJ
r 300 3'x10' TFRANSLUCENT
U •1 - ! FR.P. ROCF PANELS !
O 1 TOTAL CF 4
! t !
! !
I GRavIT" RoOP VENT 1
W1 MANUAL DAMFIER. !
I
! 1 I
Ecu STOR E
Ikoo so. FT.
a I UNCONDITIONED SPACE
20'-0"
-cIl
C
Al
\PORTAL e, �Ec R E _=cA.r,.... A_cv=
_ EARTH OR GRAVEL FLOCR--'
AS IC LTU,L E JIF—MENT 6T0F,< *tv="
I STRuCTURA�
SE'F'ARAtiCN
2,440 SO. FT.
UNCONDITIONED SPACE
STEEL ROD SiD_'WALL
X -BRACING E`'
BUTLER. T` p CA-_ C= 3
AT LOCATIONS 6"CU$1
o o 03
--i l
NOTE:
THIS [BUILD NIG IS TO ESE rJl ILT AS THE MIFUZOIR IMAGE OF THE PLANS DY DJTLM MAMPACTUIF�1W_i CO.
CONTRACTOR SHALL FIELD ADJUST CONSTRJCTION AS FMOUI D. NO MODIFICATION OF STRUCTURAL
COMPONENTS OR SYSTEMS WILL eE FaMUIP•ED OTHER THAN THS MLOCATION OF PARTS.
Coo)
NO HAZARDOUS, FLAI`* A, DLE, OR TOXIC MATERIALS IN EXCESS
OF THE EXEMPTED AMOUNTS LISTED IN Car, TAMLES 2'01.1(()
AND 301.IX2) SHALL ME 8TaR D N THIS MILDIN63•
NO SPACE HEATING OR COOLNG IS TO erE INSTALLED AS A
FART OF THIS PROJECT.
NATURAL VENTILATION OP ENCLOSED SPACE
ENCLCSED S=ACES ARE PROV'CED WITH NATUeAL VE`TILAT+CN 45
REC'J!R=D BY CaC SECTION I20.',.A I.
ENC'LO5ED AREA EA. UN7 = 1,600 5F.
REQUIRED 0�Eti45;_E AREA - 0.04 X 1,600 5F. (G 4.0 S�:
PROVIDED OP_NABLE AqEA:
1 16 X !4 ss"24 SF, (R.U. DOOR)
EA £ 3 X e 2; 5F. (MAN DOORS)
I EA 6 1 x 8 X 5G% A Sc. (ROO
VENTS)
—
TOTAL = 2A? SF. PrcOV'DED
COOK EXIT DOOM TQUIJ 'NT8
ALL EXIT. DOORS C -WALL BE OF'ENA►F,LE FRO", T;4E INSIDE W'TWCUT T -Ac cr_
i; Lim OF A KEY, 51='ECIAL <NOW_EDG>_ OR EFFCN'.T.
POOR WARDWARE 5WALL CONFOFZr-t TO CB!' SECTION !OC31.9 AND g-
MOUNTED BETWEEN 34" t 44" ABOVE TWE F'N'5NED FLOOR. DOOR
�t HARDWARE 5WALL BE SINGLE-E=ORT, LEVER TYPE HARDWARE
CCNF:CR"fING TO GBG I113-404.2.1 AND NOT RE0J!R!NG TIGWT GRASPING,
�PINGWING OR TW15T;NG OF T'NE WR15T TO OPERATE.
t 3. 'TWE BO'TG'-i 10" V: AIL DOORS 5�4ALL NAVE A S IGCTH UN!NTERRJPTED
TURE5WOLD �+ ISUR=ACE TO ALLOW Tug DOCR TO BE OPENED BY A WUEFI CHAIR
!FOOTREST WITWO'JT CATCH NG OR CpFATING A WAZARDOUS CONDITION. CeC
W15-404.2.10.
TACTILE EXIT 5.'CsN \ 4 'TWE MAXIMU!" EFFCAcT REOWRE_D TO OPEN DOO!FS (OTt4ER T� AN FiF-r
\,I gUILDInIG INTERIOR IDOOR5) SWALL NOT EXCEED 5 LBS. CBG IIB -404.2
1EXIT SIGNS SW4LL BE INSTALLED AT ALL EXIT DOCRXAYS AS REQUIRED ✓`
(CBC SECTION 1011,0. SIGNS SHALL BE READILY VISIBLE FRONT ANY
lDI GTtON C= EGRESS TRAVEL.
INTERNATIONAL SYI"BOL OF b' 6. o LL GRADE LEVEL EX17 DOORS SyALL BE IDENTIFIED ON THE INSIDE W'TW
ACCE55IBUT'Y SIGN "I 1TACTILE EXIT SIGNAGE FOR GRADE LEVEL EXITS W'!TWOUT R,4^,p OR
'5TA!RWAY CCNFOR'"I!NG TO CBC SECTION (CII3. SIGN5 5WALL 5E MOUNTED
1 - F?ETWEEN 48" AND 60" 41=F. 515N MA4KING:ALL GCN=OR"`( TO CBC
1105-^03.3, ITE`l t.
1. ALL ACCE5515L E ENTRANCES SHALL BE IDENT;F!�"D AT THc EXTERIOR WITH
DOOR LANDING AREA TO BE 6MOCTW -�- ,AND INTERNATIONA'_ SYt 15OL OF ACCE551871 !TY SIGN CCNFORMIN6 TO GRC
HARD 5UPRIFACE CONCRETE OR Ate. E5ECTION !8-103.1.2.1. 6*N SHALL BE POSTED ADJACENT TO THE DOOR AT
FAV`44) WITH "AXI",)" 5LOPE NOT 9 0 00" ABOVE THE WALKING SURmAGE.
MORE TWt N I/4" PER FOOT
D TAIL
2'-11/2"I. 2'-9" I----
O!" IIT CURB
AT Al"
— I ty
u
_ , N
N
a
u
DETAIL
rA
5
DP
VERT REIN?
IC 8" I
I
I
Fil
X Y
-29"
I
I
I i
I I
2_-6" 2'_4" •h 8 - "G X "8" EACu WAY 8 - "5 X. T8" EAGN WIAY—I
05 WAY
F
4'-O"
! I' -O"
I
I
�
5 - X 42" EACu
olETAIL C
4'-O"
I I (
I
0 2
�1
i
21
DETAIL
DETAIL 0
vs•,r-a� �1
NOTE
R_INGCRCING FRO"'' BOLTS OR RODS
ON
FERI""ETER CURB TO A5 NOTED
5E CCNTINUCU5 T�RCUGu I FCUN�ATION FLAN
FCOTING AND PEDESTAL I
X DOUBLE c TOP
GRAVEL FLOOR
:..' .�
TGF REINFORCING AT
O — EQUAL SPACING
I
I !', •—, �! I-�_. I! I .� � I � � I j� I iII—I I-�—I � I!_I i— I I ��I I �- -i EOTTCM REINFQR�.I'`tG
AT EQUAL SPACING
CONSTRUCTION +X VERTICAL ft'E!^wFGRGINCs
JO!NT (OFTICNAL) I j TOTAL C� 4
g SIZE VAR -'ES
I
SECTIONCF
5
DP
VERT REIN?
TOP REINFORCINS
eO-TC'l REINFORCING
X Y
-29"
--
14"
24"
22"
_ E --- "'-O
2_-6" 2'_4" •h 8 - "G X "8" EACu WAY 8 - "5 X. T8" EAGN WIAY—I
05 WAY
F
4'-O"
! I' -O"
2'-2"
Md
5 - "4 X 42" EACu WAY
5 - X 42" EACu
G5
_O
1'-6"
1'-6"
•h
6 - "4 X 54" EACH WAY
6 - "5 X 54" EAGu W'AY
12"
28"
1'-C"
2'-2"
•6
6 - 04 X 54"/ 6 - •4 X 48" 1
6 - "5 X 54"/ 6 - -4 X 48"
14"
22"
SECTIONS ( Ll=- j La'ol "
PORTAL
BRAcEs BY BUTLER'
BUTLERS 11 STEEL ROOFING.
WITH AL-ZN F'N!5P
CONTINLICU5 GUTTER.
COLCR "COOL u4RVE5T"
FIELD LOCATE D.5.
ROC= VENT
y P i
I I I
X i ;,'.
OPEN
/.-//;ri/��/ /i;/
//
i//
PERI^IET•ER CURB
I Wi4=RE F�EOVRED
Q VERTICAL REiNFORGING
.h > AT EACI4i GOBI R Or
a. FEDE5TAL �R
I I
ANGOR E'O'_T5 OR RODS ! T
A5 NOTED ON _�771
FOUNDATION PLAN
t �O O 1 m
ui
04 TIES 6" O.G. al
DOUBLE TOF ' I O O I >
3/4" CPX-FER AT
I ( ALL EXPOSED EDGES
VARIES
001a
DETAIL I
g Z, m m I M, m Uar
s
STRUCTURAL
SEPARATION
I -Cn
I I
5UTLER 57ANDARD
GABLE TR'M COLOR
ROOF "COOL NARVEST"
VENT
' � 1 IN iii
1 .N 2
I
I
It
i� liI�III� I' II( II iljl�
WEST ELEVATION
ROOF VENT
i• I iii I! 1 hili; ( ;i!,III;iIIL
it It
Ji
`I
I
it
STRUCTURAL
5EPARA7iCN
SOUTH *El.F.VATION
Mu ww"W"MMINT"m
FF
BUTLER!5 11 PREF!N:S"ED
STEEL SIDING, CCLOR
COOL B'RC14 WNITc'
BUTLERj5 II FREFIN15144ED
5 -EEL SIDING. COLCR
'COOL 51RCN WN!TE'
CONT,N�CUS GJTTER,
EXTEND SIDING a CCLOR "CCC. uARVEST"
ROOFING OVER GAP
F!ELC LOCATE D.S
FOR WE' -SER TIGw r 5E41
i ?il
it
ll�li liljli ,�j�� II .` jjlli IIi i�Ii?
P. JTLER'5 II F=R_FiN!5"ED
STEEL SIDIvG. COLOR
'COOL 'Ww"c'
BUTLER STANDARD
GABLE TR!M COLOR
"COOL N4RVE57" ROC°
/v�NT
1 IN 12 �L
B'JTLERia 11 FREFINIS:-{ED
STEEL 51DING. COLOR
'COOL BIRO! WWITE'
BUTLERIB !i STEEL ROOFING.
LIJ117N AL-ZN F!N'5N
N
IN
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ALL CORNEF
I' STRUCTURAL
SEPARATION
301-01,
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BUTL.FR 15-023633 j j BUTLER 15-02356! 4
FOUNDATION t"LAN: I/
}RAF NOTE:
THIS BUILDING 15 TO ME BUiLT AS THE MIR�OF' IMAGE OF TH1✓ FLANS 13Y BUTLER MANUr-AC`rJR CO.
CONT`.A=R, SHALL MELD ADJUST CONSTR.lCTION AS MaJIPMD. NO MODIFICATION OF BTi 4rTURAL
COMPONLNTS OR SYSTEMS WILL ME REQUIf;=-D OTHER THAN THE M -LOCATION OF f°ART6.
CONTRACTOR SHALL VERIFY ALL ANCHOR DOLT SIZES, FOUNDATION DESIGN 18 BASED ON 11 `" CATION PROVIDED
,ANCHOR MOLT LOCATIONS AND DIMETISIONB WiTH PLM5 BY BUTLER MAJIt,lC'ACTURW-s COMPANY rOR 13UILDiNGS
BY BUILDiNG MAar-ACTLFER fxRIO'R TO CONgTPJCTION. N11BER 15-0236W AND 15-023694
ASTM A301
AST`i A301 GRADE C PROJECTION PER GRADE �C
'J' OR 'L' SHAPED BOLT \ PROJECTICN PER P-UILD!NG ALL THREAD
X y BUILDING
ANC4-�OR ROD AND BOLT KEY S
FF — -I/MANUFACTURER MANUFACTURER��c—' FF
CONCRETE NOTES
MARC
DIAMETER T`'PE
E
G
, ' •
SIZE SHALL BE A M4XIMl;T1 OF 1-1/2" iN FOUNDATIONS AND 3/4" AT ALL OTHER
f ''' "
LO-AT!ONS, SLUMP 5uALL NOT EXCEED 4". CURING CC F`011`!D SHALL BE SPRAYED
ON ALL EXPOSED 5URFACE5 I,'-,=-D!ATELY A=TER FINAL TOWELING,
2,
ALL CEMENT SMALL CONFORM TO A5TM STANDARD C-150. ALL AGGREGATES 5WALL
GON=OR^" TO 45T^1 STANDARD G-33.
3,
CONCRETESED FOR FOUNDATION5 AND SLABS ON GRADE 5uALL WAVE A MINIMUM
28 -CAV COMPRESSIVE �rRENGTW OF 3000 P5!. AND 5WALL NOT CONTAIN LESS
THAN 5 SACK5 OF CE"IENT PER CUBIC YARD.
4.
ALL REINFORCING BARS 5' -TALL BE GRADE 40 (FY=40,000 P51) EXCEPT WWERE
NOTED OTWERW'5E. RE!NFORGING SHALL CONFORM TO ASTM STANDARD A-615
!
TO Ae'M A106 5+�ALL BE UeED.
5,
REINFORCING MAY BE WELDED ONLY AS 51-4CUN CN THE5E PLANS. TACK UIELDiV4
NA
TO 4a"[) FOR ALiGN'"!ENT SMALL NOT BE ALLOWED UNLESS APPROVED BY THE
ENG'NEER. PREHEAT ALL •1 AND LARSER BAR PER AW5 DI4 92. PRE'WEAT NCT
REOUIRED FOR BAR SIZES •b AND SMALLER.
6.
RZ-1 N=CRCING 5HALL BE LAID OUT TO MIN!MIZE THE NUMBER OF SPLICES. SPLICES
2 WPAVl' HEX HEAD'= •
-
CONCRETE NOTES
I.
CONCRETE SHALL BE A CC' ERCIALLY AVAILABLE TRAN5IT- M!X PROPERLY
PROPORTICNED AND DELIVERED TO TWE SITE IN READY !-!IX TRUCKS. AGCsRE:CsATE
SIZE SHALL BE A M4XIMl;T1 OF 1-1/2" iN FOUNDATIONS AND 3/4" AT ALL OTHER
LO-AT!ONS, SLUMP 5uALL NOT EXCEED 4". CURING CC F`011`!D SHALL BE SPRAYED
ON ALL EXPOSED 5URFACE5 I,'-,=-D!ATELY A=TER FINAL TOWELING,
2,
ALL CEMENT SMALL CONFORM TO A5TM STANDARD C-150. ALL AGGREGATES 5WALL
GON=OR^" TO 45T^1 STANDARD G-33.
3,
CONCRETESED FOR FOUNDATION5 AND SLABS ON GRADE 5uALL WAVE A MINIMUM
28 -CAV COMPRESSIVE �rRENGTW OF 3000 P5!. AND 5WALL NOT CONTAIN LESS
THAN 5 SACK5 OF CE"IENT PER CUBIC YARD.
4.
ALL REINFORCING BARS 5' -TALL BE GRADE 40 (FY=40,000 P51) EXCEPT WWERE
NOTED OTWERW'5E. RE!NFORGING SHALL CONFORM TO ASTM STANDARD A-615
EXCEPT WWERE WELDING Cr- RF54R 15 RE-OUiRED WHERE REINFORCING CCNU OWING
TO Ae'M A106 5+�ALL BE UeED.
5,
REINFORCING MAY BE WELDED ONLY AS 51-4CUN CN THE5E PLANS. TACK UIELDiV4
TO 4a"[) FOR ALiGN'"!ENT SMALL NOT BE ALLOWED UNLESS APPROVED BY THE
ENG'NEER. PREHEAT ALL •1 AND LARSER BAR PER AW5 DI4 92. PRE'WEAT NCT
REOUIRED FOR BAR SIZES •b AND SMALLER.
6.
RZ-1 N=CRCING 5HALL BE LAID OUT TO MIN!MIZE THE NUMBER OF SPLICES. SPLICES
IN CONTINUOUS RE !NFORCEMEvT FOR BAR SIZES 03 THROUGH "i;, SHALL LAP AS
NOTED ON TWE PLANS OR 45 FOLLOWS;
GRADE 40 REINFORCING BARS: M NiMUh! OF 32 BAR DIAMETERS.
GRADE 60 RENFORGING BARS: M!NTVU" OF 45 BAR DIAMETERS.
WIREMESu: 12" OR 2 -WIRE SPACES, WWiCWEVER 15 GREATER.
WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE 54ME
LOCATICN CR MORE THAN 12" Cr- FRESu CONCRETE 15 TO BE PLACED BELOW TUE BARS,
THE ABOVE DISTANCES 51-14LL BE INCREASED AN ADDITIONAL 30%.
SPLICES IN BARS LARGER TI -14N 08 5WALL BE ONLY 45 5u0;.N Coq TuE PLAN5.
1.
UNI SuOWN OTHERWISE, TWE MINIMUM CONCRETE COVER FOR REINFCRCING
-E55
5u4LL BE 2" EXCEPT WuEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST
EARTH WHERE IT 5WALL BE 3"
E.
ALL ANGUOR 50' -TS 5' -BALL CONFOR"1 W!TI-I AST"•! A-301.
n.
SPECIAL INSPECTION Cr- CONCRETE FOR FOUNDATIONS AND SLABS -CN -GRADE IS NOT
REpUIRED PER EXCEPTIONS 1 4 3 TO GBG SECTION 1104.4.
,y NUTS WiTH STANDARD '
TYPE i ANCHOR. UTASWER BETWEEN 1F'E 2 ANC 40R
30�O"
SOIL NOTES
1. FOUNDATION DESIGN 15 BASED ON INFORMATION PROVIDED IN "PROJECT SPECIFIC SOILS
REPORT FOR 'PAIVA AG BUILDING" BY CRANDALL ENGINEERING DATED 6/12/2015,
2. SOIL CLASSIFICATION AT BUILDING SITE 15 E45ED ON NATIONAL COOPERATIVE SOIL SURVEY
CLASSIFICATION AS "BOSOUEJO CLAY -LCX -".Il, SOIL CONFORMS TO UNIFIED 50!L CLASSIFICATION
CH WH!GH 15 CLASS 5 MATERIAL FER CBC TABLE 1804.2,
ALLOWABLE SOIL BEARING CAPACITY; 1500 PS;:
LATERAL BEARING CAPACITY: 100 PCF
3. SOIL AT THE SITE W45 A SIGNIFICANT CLAY CONTENT LITH EXPANSIVE PCTENTiAL. SPECIAL
TREATMENT OF SUBGRADE TO MITIGATE SLAB CRACKING AND DIFFERENTIAL SETTLEMENT IS
REQUIRED. THESE MEASURES INCLUDE 5U5G!RADE PREPARATION 45 LISTED 5ELOU),
RE!NCCRGING OP FOOTINGS AND 5LAe5, AND PROVIDING A SAND OR GRAVEL PAD TO
5E"ARATE THE SLAB FROM THE S'JBGRADE.
A. THE 517E IS RELATIVELY LEVEL AND EXCAVATION WILL BE LIMITED TO RE!-ICVAL Cr- TWE
ORGANIC AND L005E MATERIAL. STRUCTURAL FiLL WITH A MAXIMUM DEPTW OF APPROXIMATELY
3.1' IS REC'UIRED AND L!LL BE CONSTRUCTED FROM IMPORTED MATERIAL.
5. THE BUILDING SITE SHOULD BE 5TRIPPED OF ALL VEGETATION, F!LL5 AND OTHER DISTURBED
SOIL. THE BUILDING PAD SU®GRADE SWOULD BE SCARIFIED AND PREPARED BY ADJUSTING
MOISTURE CONTENT TO AT LEAST 2% BUT NOT MORE THAN 59. ABOVE OPTIMUM TO A DEPTH OF
AT LEAST 6" BELOW F!N!5WED SU55R4DE.
6. ENGINEERED FILL:
A, ENGINEERED FILL SHALL BE CONSTRUCTED UNDER THE DIRECTION OF THE 501L TESTING
AGENCY. WHO SHALL SELECT THE IMPORTED FILL MATERIAL AND DiRECT ITS PLACEI"(ENT
AS 5PECIFIED BY THESE PLANS.
B. MINIMUM RECCUIREMENT5 FOR THE FILL MATERIAL SHALL BE A SOiLS OR 501L/ROCK
MIXTURE THAT 15 FREE FROM ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES. TW'=
FILL MATERIAL SHALL NOT CONTAIN ROCK5 OR LUMPS OVER 3" IN GREATEST DIMENSION,
AND NOT MORE THAN FIFTEEN PERCENT 05%) BY DRY WEIGHT SHALL BE LARGER THAN
1-1/2" IN GREATEST DIMENSION.
C. FILL SHALL BE PLACED iN LIFTS OF NOT MORE THAN 8", MOISTURE CONDITIONED AND
CC'"1PACTED.
D. ENGINEERED FiLL SHALL BE TESTED FOR CCIPAC-T ION A5 NOTED UNDER THE '5PECiAL
INSPECTION NOTES ON 54EET Cl, AT A MINIMUM, ONE TEST FOR EACH 50 C.Y. O= MATERIAL
AND NOT LESS THAN TWO TE5T5 IN EACH LIFT,
6"
ANCHOR BOLTS OR
O RODS 45 5HCUN ON
FOUNDATION PLAN
- 6" CONCRETE SLAB
/ 04 Q 18" O.C. E.U.
— — — — — o s —w --
,� IIIi III
(f
4"t SAND
6 MIL V15IOUEEN
I Y\ REINFORCING
—i
PER TABLE
UNDiSTUREED EARTH
9CE SECTION H/3 FOR CONSTRUCTION JOiNT DETAILS
SECTIGN B D E TOP REINF EO -TIO -1 REINF
MIN 1-"4 CONT, 1-•= CONT. _
g 1 - 14 CONT.
NT8
ANCHOR BOLTS OR RODS
A5 NOTED ON
REINFORCING FROM FOUNDATION PLAN
PERIMETER FOOTING—' -
CONTINUOUS, THROUGH I 1 04 } iAIR✓IN WHERE SHOWN
FRAME FOOTINCs
- ! CONST. JOINT 6" CONCRETE SLAB
v
WITH •4 V IS" O E.U.
O
—iii -1 i I �� � i � i I, I � 3 •',�. .�' . �_;..�:;..{.•�
ii—=1 I 6 M!L
ViSCUEEN
_ 4"t GLEAN
.I =1 I I .......�•...��•. �..�....��.. `iI i. SAND 5ASE
• • •
ly
= -1 --i i I I.^I I 1-1 11- I I# ! 11- 5 _ 04 X 26" Q ECS' SPAG'NG
cq U
4 - 04 X 42" 2'_6" UND!5TUR5ED EARTH
TOP t PCTTOM
RAMP DOWN EDGE OF SLAB
AT ROLL -UF' DOORS
I, 5" 1,
v
m
_ -1777171;:;; i 1 1-I 11
„
'=III .Ilii- •• £'�`�'�'''`�
i -
FOOTING AS RECU'RED
W8 -
SECTION
i
'2°
ADD 04ONLY WHERE BARS
7D;5e--CNTINUCU,
AT COR'NER5
° 1
PERIMETER REINFORCINCs I f I
CONTINUO -5 AROUND CORNER
AS 51HOtLN WITH NO SPLICE 5 _
WITHIN 24" Cr- CORNER
ANCHOR BOLTS LOCATED
INSIDE OF REINFORCING
CTII
NtT6
EARTH OR
GRAVEL FLOOR
CONCRETE SLAB
AT EXPOSED
•d HAIRPIN ` ;' 1'{ EDGES
It
2'-2"
CONSTRUCTION JOiNT. 'A
5!M TO ;
101
1
SECTION i
So,
�p E 4" O.G. DCUBLE
AT TOP
(TOTAL OF 4)
0
I
I-ell
21,
v
m
I �
W' Z Q 04 CONT e '
Q
� y MIDHEIGWT
' c 4 ' r.
1*4 CONT TCP
50TTGM
EARTH OR GRAVEL FLOOR
L
r7l (. , i -
I I ! !- 5F'R�AD FOOTING
I 1 �V/41IwL4ERE SHOt:1N
iiia i I iii- "T'1� -I -UNDISTURBED EARTr 1
U;
_i
4" TURN ALTERNATE VERTICAL
04 IS" O.C. I 5,4R5 OPP. DIRECTION
� 1._4„
4" I
VECTION
N
,,moi
!'
.00
ANCHOR BOLTS AS-
NOTED
S NOTED ON'lFRAME/POST BASE
J; F'CUR.ED WiTH FOCt(N3
HAIR -;N AS 5WO:i N
ON FOUNDATION PLAN
SLAB POURED CN 10'_ CONSTRUCT'ON JC!NT=
OF FOOTING W! T H CON5T, / CRAGK CONTROL JOiNT
JOiNT • c50TT0!" SLAB
CCNSTRUCTION TOP BAR AT BEND
- JOINT AS SHOUN.
12"q
LOCATE ONE BAR-
- W:THIN 6" Cr- EA A p.
OPTION �1 I I _ I I - OPTION 91 i !
SLAB AND PERI"'!ETER FOOTING SLAB AND PERIMETER FCC TING
POUR_D i`IONOL1 T HICALLY. POURED 5EP41R47EL Y.
CONTRACTOR MAY C1-IOO5= EITHER OPTION FOR
CONSTRXTiON OF BUILOWS PERIMETER FOOTiNGS
OrIECTION
NTS
•44" O.G. DOUBLE
71a
AT TOf . (TOTAL CF 4)
ANCHOR BOLTS OR RODS AS
NOTED FOUNDATION PLAN. 144!RPIN5 WHERE SWOLN
ON FOUNDAT!ON PLAN
RE!NFGr2GING FRJM
PERIMETER FOOTING ! I CONST. JOINT UUI CONCRETE SLAB
CONTINUOUS THROUGH ml (J!TH 04 v18" GO, E.:;.
FRAME FOOTiNG
-- — — -- — -i --- -- — --
co
---
°O L—
•4 X 5,4" !—
! (—i _I I —I i — I �_; 6 MIL Vf50UEEN
TCP t EOTTOM —I I_ _ I 11 4"t SAND
I 5 -•4X42",+e
i--iii—i i �----i I I—� I i-1 I f - I� EQ SPACING
-! I- I Ii l i=► i t-1 I I I I_=ail-1
oo
' '—IiII—I , � - •
6.
UNDf5TUR15ED EARTH
C i ill J
.:�.
NTS x -
SHEET
EXP. 013on6
2/10/2016