HomeMy WebLinkAboutFLINT ST 1315_BLDG-2018-0373 SITE PLAN & INFO. ?
1315 W FLINT ST., LAKE ELSINORE, CA 92530 LAKE ELSINORE
3 U
_
PROJECT INFORMATION PROPERTY L!NE—____ w '
•SCOPE OF WORK INSTALL ADDITIONAL SrL • PROPERTY TYPE INDUSTRIAL y y / C "O p
2 J,
POST TO DAMAGED (E)POST � /• PROPERTY SUB-TYPE MANUFACTURING
U m �
•PROJECT ADRESS 1315 W FLINT ST., y
LAKE ELSINORE. CA 92530 • BUILDING SIZE f47,5D0 S.F. c0 5 E
•OWNER HYO MYUNG CHOI • CLEAR CEILING HEIGHT t18 FT. y �
:eTeQ a
• YEAR BUILT : 1999 y �yy ° g E
• APN Lu
377160040 & 041 i :,{e PBAoJddy i�! 6
• LOT SIZE 3.79 AC � O
• ZONING : M-1 • TRACT : 503122 !g Jd y U tsln!Q 6utuueid T '�
eaoui613 e3fe-1;o tt;lD
rIRD-MT
z
VICINITY MAP Cl
J vmi
y O
V
y c � o
a N Z
�a 4-; f 9c T Q J w
`�Zte 'tr4�p lJ0851!! J} !� W l/1 r-
CI a a �`. 7 / LlJ z V,
E ��°�� � y y I
0 N
y Y'ottr�p s 00
O V' W a
P t
PRA NNS TITLE
H m Ws
ticet 47M , .poor,/st � T
O
a
ad z
GENERAL NOTES 3 w
1. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
Li—
SHOWN,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND VVV (_
DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, /
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS
REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMIT TO NORMAL WORKING HOURS.
2. ALL DIMENSIONS SHALL GIVE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE `L
TO FACE OF CONCRETE, OR MASONRY, CENTER LINE OF COLUMN AND BEAMS, AND CENTER LINE OF
STUDS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB AND TOP c ' • '
OF INTERIOR PAVING, OTHERWISE NOTED. Q
3. THE CONTRACTOR/OWNER SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS, AND SITE AND
VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO BEGINNING THE WORK. THE CONRACTOR/OWNER Q
SHALL REPORT ANY INCONSISTENCIES TO DESIGN PROFESSIONAL IMMEDIATELY FOR RESOLUTION BEFORE
BEGINNING CONSTRUCTION. THE OWNER SHALL HAVE THE SURVEYOR VERIFY THE DIMENSION.
4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS TO THE
ARCHITECT BEFORE PROCEEDING WITH THE WORK. HE SHALL VERIFY AND COORDINATE ALL FOUNDATION Q
PLAN DIMENSIONS WITH FLOOR PLANS AND SHALL BE RESPONSIBLE FOR PROPER EXECUTION OF ALL
WORK. / ` �/•
5. ALL WORK SHALL COMPLY WITH FOLLOWING CODE INCLUDING LOCAL AMENDMENTS; 2016 CALIFORNIA
BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE, AND 2016 (` Q
CALIFORNIA ELECTRICAL CODE.
6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, /
VALVES, METERS, APPURTENANCES,ETC.). OR TO THE LOCATION OF THE HOOK UP.THE CONSTRUCTION y u-
SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON OQpOFESS/O
THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND /OR ADDITIONAL EXPENSES. °Kook� �F
OF ue
tJYV t�'JIIJIM *ExP
PcRF's , #BLDG
(� DATA _ C�
rRop DATE DEC.18.2017
AP HI_
GKE No.
T oe No. 17-4%
T / e-ALE. AS SHOWN
SHEET No.
A-1.0
FOUNDATION WALL LEGEND GENERAL NOTES
pQ 1 I 2 _
____ INDIGATE5(E)FOUNDATION 2
0 : INDIGATES(E)WALL TO REMAIN \ / o
S co
\ ' structural steell
1. 5TRUGTURAL 5TEEL SHALL CONFORM TO A5TM Agg2(Fy=5Oks1)EXCEPT FOR PIPE GOLUMN5 �) U
AND 5HALL BE FABRICATED AND ERECTED IN AGGORDANGE WITH THE LATEST EDITION OF C o g a
THE A15G 5PEGIFIGATION FOR DE516N,FABRICATION AND GON5TRUGTION OF 5TRUCTURAL
5TEEL FOR BUILDIN65. v LL c
tE
(---�FOUNDATI ON ff ROOF PLAN S 2. SHOP WELD5 MU5T BE PERFORMED IN A CITY OF A ELSINO CERTIFIED LIGEN5ED VV�� j
SCALE: i/Ib" = I'-0" ��0 FABRICATOR5 SHOP. o m 70
°D
s 3. WELDING 5HOULD CONFORM TO CITY AND THE LATEST AMERICAN I-ELDIN6 50GIET( (/� u g,d°_
I.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. "AWS DI IlDLIM"STANDARDS.WELDING SHALL BE PERFORMED BY A PROCESS APPROVED a3 N o
2.ALL EXI5TING 5IZE AND LOGATION5 5HALL BE VERIFIED AT JOB 51TE. BY EN61NEER AND THE BUILDING DEPARTMENT. g 0 E
IF ANY DIFFERENGE5 OGGUR5,REPORT TO ENGINEER FOR SOLUTION PRIOR TO GON5TRUGTION. 4. ALL 5TEEL TO 5TEEL TO WOOD BOLTED CONNECTION SHOULD BE MADE WITH COMMON
BOLTS 301,LOCK NUTS AND LOCK WASHERS SHALL BE PROVIDED UNDER THE N1T5 o S-'w
s e i a i I n 5 e t i o n ��T` p i 5. FILL5 5HALL BE PROVIDED AT 5PLIGE5 OF PART5 HAVING MORE THAN I/8 INGH p
.� � i DIFFERENCE IN THICKNESS. o
• GO TINUOU5 5PEGIAL IN5PEGTIO BY A RE615TERED DEPUTY 6. H55 REGT.MEMBERS SHALL CONFORM TO A5TM R-500 GRADE"B"(Fy=46 ksU ~
IN5PEGTOR 15 REQUIRED,5EE BELOW -''. ®� -
s 1. H55 ROUND MEMBER5 SHALL CONFORM TO A5TM A-500 GRADE"B"(Fy=42 ksl)
I.WELDING:ANY FIELD ION BY
w ALL PIPE SHALL BE A5TM A-53,GRADE"B"(Fy=35 ksl)U.N.O. PR EGT
PERIODIC SPECIAL INSPECTION BY A REGISTERED DEPUTY _ / 8. ALL THE OTHER STEEL 5EGTION5 5HALL CONFORM TO A5TM A-36(Fy=36k5i). Z
INSPECTOR 15 REQUIRED,SEE BELOW FI �%
•�`�'% q. NO 5TRUGTURAL 5TEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINC6
I.WELDING REINFORGIN6 STEEL
/ 3 HAVE BEEN REVIEWED BY THE 5TRUCTURAL ENGINEER.
2.A.B.EPDXY
j 5+�5 o i
% 10.NO FIELD GUTTING OR BURIN6 OF 5TRUGTURAL 5TEEL WILL BE PERMITTED WITHOUT WRITTEN Q N
APPROVAL OF THE 5TRUGTURAL ENGINEER. U
11. BA5E PLATE 5HALL BE LEVELED WITH DOUBLE NUTS,NO LEVELING PLATE ALLOWED. Q w
12.BOLT HOLE IN 5TEEL 514ALL BE 1/16"LARGER THAN NOMINAL BOLT 51ZE. W I- O
15.BOLT5 5HALL CONFORM TO A.5.T.M.A-307 UNLE55 OTHERN15E NOTED ON PLANS. Q 0 vZ-i
o OFI �ST� •i '\ 14.GAGE METAL 5HALL CONFORM TO A.5.T.M.A-245. w
6� ,.yK"% 15.GONTRAGTOR 5HALL BE RE5PON51BLE FOR ANY AND ALL NEGE55ARY BRAGING. Q J Y
`� J i 16.ALL 5U55TITUTION5 5UBJEGT TO BUILDING DEPARTMENT APPROVAL.
Iq.MELDING 5HALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE
w i 5PEGIFIGATION("15)A5 REQUIRED AW5 DI.3 AND APPROVED BY THE ENGINEER OF REGORD. uJ Z F-
J
®� TMP 5PEGIFY THE REQUIRED°WELDIN6 PROCEDURE 5PEGIFIGATION"ON PLAN5. N Z
w (WT5- (WT5-5x5 1 / iF 20.ALL GOMPLETE-JOINT-PENETRATION GROOVE WELD5 U5ED IN THE 5E15MIG FORGE RE515TIN6 0 Q LL
/ 5Y5TEM 5HALL BE MADE WITH A FILLER METAL THAT HA5 A MINIMUM GVN TOU614NE55 OF tL
FIv p� / iti 20 FT-LB AT MINi5 20'F. Z Q M
21.D15C0NTINUITIE5 IN WELD CREATED BY ERRORS OR BY FABRICATION OR ERECTION ED '4
/ O
o C OPERATION5,5UGH A5 TRACK WELDS,ERECTION AIDS,AIR-ARC,6OU61N6 AND FLAME
j J i GUTTING,514ALL BE REPAIRED A5 REQUIRED BY THE ENGINEER OF RECORD.
22.FOR CONNECTION5 WITH VELDED FLANGE JOINT5,WELD BACKING AND RUN-OFF TA55
5HALL BE REMOVED AND REPAIRED INGLUDIN6 THE 115E OF A REINFORCING FILLET WELD,
EXCEPT THAT THE TOP-FLANGE BACKING 15 PERMITTED TO REMAIN IN PLACE IF IT 15
< *' ATTAGHED TO THE GOLUMN FLANGE WITH A CONTINUOU5 FILLET WELD ON THE E06E BELOW QL
THE COMPLETE-JOINT-PENETRATION GROOVE WELD.
FI �T2 23.WELDIN6 ELEGTRODE TO BE F10XX-EXXX OR F10XX-EXX-XX,U.N.O. O 24.GONTRAGTOR 5HALL PROVIDE SHIMS WHERE REQUIRED.
25.WELD LENGTHS 5HOWN ARE EFFECTIVE LENGTH PER CODE.WHERE LEN6TH5 ARE O
10 0' S NOT 5HOWN,THE WELD 5HALL BE FULL LENGTH OF JOINT.
s d
z
/Fj e^r i O
STZ J J /
j u• cQ�y � S %
®�O TIP. i/ (FIGORRUfiAT®METAL FJOF (EHiRLIN�8'OL. Q
J
FIv i/
Y�lK4)�e m44_ f�VI510H5
J OJ i (FJSr1 BEAM I W(14M/BVV•A307
H (
Q010 TYRs 0
\ (N)TS' S (N)T5-5x51 / TrrT--►.'� Ate., ZAI
1/4' I 1 I I I/4'\••
/ FIvT4 / 1 I I I t
I
1 I
I
(Wsri rosT i i I i i aov RUsrv.AVSr Q OFESS/
I o�` °
V �=
fa
Tom„
# TO REt IN Pp
T
i D s OF
BASE R.
S' �oxr na
LAB+25144) DATE DEG18.2017
i \ /
I'n
FOUNDATION 5GHEDULE \\ % i I 1 n•NON srwNK
6RL1RIN6 rYp.i i A oanrel HJ
1 I\ / I r<F NO.
TYPE FOUNDATIOPS \ / _z
FI -IOB No. 17-496
(E)PAD,6'x b'x 18'DEEP w/x5®12'O.G.E.W. -
E
% \ SCALE: AS SHOWN
% \
/ \ v.10FOIIN6 Sr+EEr NO.
S-1.0
1 _ :
w
Vi
n
T_
7 T
rt
6n
p 3
r �
m
` 0 0
Y. 2
p i
c OPON
c oo -n "I n
M � cr
H "IN c� rn 1T1
W s co d (0
L�j IA Maq
001%
oo
o v
NJ
ul
`
r
1 a
N �o
w
� n
T_
7 T
�+Ln
3 Z A F+ c
o
rt O l_D o rt rt a m�Q
m
r) oo- n m c.
-ri
rD
O r0r (D N H
W
fDET n
�
fD a
rY rt n 0 n
D D cn 90 ..{
D c
:9 M -� o a n
H
wok n Lq n a o
rt 3 000 L o m
ono Ln, -h o rt
rD a c
. rD -� noo rn ° rou-
07 '�
apo � o � n C
� � Ln
o r*.
c 6Qa o
rD ¢° (D -h O
m
CnrrD D o
Ln 0, o �`°
— rD �n La m
!D fD N
:3 ., .o
rD
� rt
E1
r-t
rD
r �
w �
u �
� n
T
7 n
K 11,
r � M N N c
~ v r �
m m
C, CL
m o'
� o
3rn o rNo Z Z
•" � �Qj � r
U3 T -n O 41 Q
m v
W �
fD
3 �
r-r
Ol �
n a
.. (n
NC
O1
R =
O 7
X
N
W
V
co
LD
Nr r W (nNr "0
O N O O O O O A
O O
z
H
a n� of t- 2
II II •II •II II II II � ',; n
I� +
Uq YN fir.
m n I w N m
II Y I YN o n tD
w N. X nw I� II II II =N I v
O O w I� II O cn � w_
OX` . � II
c
N LA c cc 70
X X O
� Ow
w Y O� m
ET
IM
�/ N � II
o-
in
_
x
II •II �
YN
m
Oo
8
�
« ± y @ f
x CD ]
/ - \
9
C =| d
�
2 \
s CL + °
\ a l cc
E
■
$ \
� ®e
/
n
k
\
�