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Bin #
Qty Of is Quinta
Butldtng 8r Safety DWon
P.O. Box 1504,78-495 Calle Tampico
ia.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: _ O S5 Owner's Name:
bj&JAAM LLC
A. P. Number. Address: lo,356
Legal Description: C City, ST, Zip.Z�
Contractor. Telephone,
Address: P C fir— ProjectDeseription:
City, ST, Zip: C� O
Telephone: -7 �� r7
State Lie. # : (a-7 g<1 0 City Lie. #;
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone: Construction Type: Occupancy:
State Lie. #: Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: Sq. Ft.: # Stories: #Unit$:
Telephone # of Contact Person: Estimated Value of Project �Q 0
APPLICANT: DO NOT WRITE BELOW THIS UNE
M Submittal Req'd Recd TRACIMG PERMIT FEES
Plan Sets
Plan Check submitted Item Amount
S"ctural Calcs.
Reviewed, ready for corrections Plan Check Deposit
Truss Calcs.
Called Contact Person Plan Check Balance
Tide 24 Calcs.
Plans picked up COn9trneti6n
Flood plaiu plan
Plans resubmitted Mechanical
Grading plan
2`4 Review, ready for correctionstiissue Electrical
Subeontactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.M.I.
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE.-
''d Review; ready for eorrectlonsfissae Developer Impact Fee
Planning Approval
Called Contact Person A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
•5;97%•� �� • •. •
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�r
ORCO STANDARD 6' TO 8' CMU SITE WALLS
8"
OPTIONAL FLAT GIP
7. USE TYPES MORTAR PROPORTIONED USDNGASTM C 170 PART
DESIGN CRITERIA: PER THE 2010 CBC
T DOWEL @ CENTER OF
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
CMU.
2. ALLOWABLE LATERAL PASSIVE PRESSURE - 150 PCF
3. GROUT STRENGTH = 2000 PSI 0 28 AA YS.
4. REINFORCING STEEL : GRADE 60.
S 1500 PSI MASONRY COMPRESSION STRB'VGTH.
6816, 6616, OR 6618 CMU
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
GROUTED ONLY @ VOT
STEEL
NOTES:
1. CONCRETE BLOLKSHALL CONFORM TO ASTM C 90.
SEE CHART
2. CONCRETE FOR F007M SHALL BE I PART CEMENT T02 -IP
?" DROP IN 34R
PARTS SAND'TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/1
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
`
7O A57M C 150 TYPE LVV. k - 2500 PSI
06 STD JOINT
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
REWFORCEMENT @ 24" CyC
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
(3 PLACES - 4 PLACES FOR7
11. FIRSTBNSPECTICYV TO BEAFTER FOOTING TR&KHZSARE
WALLS). USE �S STD.
4. REW SHALL BE CENTERED IN THE CONCRETE BLOCK CEL IN
FOR F R SLUMP BLOCK
WHICH IT Is LOCATED.
N2TE:PR0KVE04 DOWEL
5. CONCRETE BLOCK SHALL BE LA YED IN A RUAWUVG BOND
04DROP-MaVATEACH
PATTERN WITH VERTICAL 00IMNUITYOFTHE CELLS LNVO.
SEO E OF MVn?(L JQRVIT
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
OW75OF WALLSAND 0 WALL
6. ALL &Da CELS CONTAINING M77CAL REBAR SHALL BE SOLID
hEIC7fl CHANGES
GROUTED.
5' TO DAYLIGHT
MIN. FOOTING DEPTH FOR S' TO DAYLIGHT
WALL p WALL O WALL P
SLOPE TOP 1 FT SETHAC7C 1 Ff SET84CTC
2 TO I 2'-0" r-0.
SEE CHART FOR REQUIRED REW I To I Z -0 -
AND F0077NG DIMENSIONS.N4
yZ7
/�NCITY OF LA !��,,.� �� � .r-1 * E>U. 12 S4I-2012
QUlNTA',FE-rY'DEPT.�s4 C, v
1 a.,C o; I fi p
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L_v;-� COI's ;IHUCTIjGiV
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7. USE TYPES MORTAR PROPORTIONED USDNGASTM C 170 PART
CENENT TO I/2 PART LIME TO 4-W PARTS DAMP, LOOtSESNVD.
T DOWEL @ CENTER OF
CMU.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT TD 3 PARTS SAND (GROUT MAYCONTAIN 2 PAR 75" -
PFA GRA VEI IF WEATHER OJINDIT70NSAREFAWRABLEAND BLOCK
UNOSSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEG7REGATICNOFTHE C NSITUENTS
9 BLOCK S78MMAYSEWET-SET 1-112'MTV THE FOOTING WHILE
SEE CHART
THE CCJNCTRE7EIS PLASTIC BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED CMI OR INTO UNDISTURBED
`
/ ATLVIAL SIX OR ON COMPACTED FILL WITH A MINIMUM
_2
CONFACT70N OF 90 %.
I`Fr1 �IMWL
11. FIRSTBNSPECTICYV TO BEAFTER FOOTING TR&KHZSARE
READY FOR C RCRETEANID ALL REQUIRED STEEL IS 77ED IN PLACE
SECOND MG01ECTION TO BE WHEN THE REQUIRED VERTICAL IS M
PLACE AND THE BLOCK WALL IS READY TO GROUT.
IZ. MAXI!`RNM CONTROL JOINT SPACING 40' OX 20'01C FOR
04 HORZ. COW.
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
5' TO DAYLIGHT
MIN. FOOTING DEPTH FOR S' TO DAYLIGHT
WALL p WALL O WALL P
SLOPE TOP 1 FT SETHAC7C 1 Ff SET84CTC
2 TO I 2'-0" r-0.
SEE CHART FOR REQUIRED REW I To I Z -0 -
AND F0077NG DIMENSIONS.N4
yZ7
/�NCITY OF LA !��,,.� �� � .r-1 * E>U. 12 S4I-2012
QUlNTA',FE-rY'DEPT.�s4 C, v
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FO
I_ _ IJ OF CAL\
L_v;-� COI's ;IHUCTIjGiV
ty I f SYy i
E
V-4-
f---4-
27' 0/C - 18' CMU I 27' OIC - IM CMU
LO Z)
°O#4C
24" 0/C D+I'-9" #4 C 24" 0/C
8'-0"
2'-6'
I
18' 01C - ID' CMU 56' 0/C - 16' CMU
IORMWARORE%LIRdi"L5IN W
DRAMMWSWALEOOCAM AW ALOOr
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STDFOIFTWT/2BLOa CMS -AS
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I!W/ N DRONNW
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MA "Ma"
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CITY Cor))P LA QUINTA
M
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ni om�rs
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oawsawa
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GMT
a
FOOTING STEP DETAIL
eQOFESS10
.) C)
C.)
u
LU s+s
~ CSI925
*
Exp. 12-51-2012
ITP
OF CAO