BWFE2016-0216Applicant:
Contractor:
QUINN ENTERPRISES INC
QUINN ENTERPRISES INC
17992 COWAN
17992 COWAN
T
4 Quihz
IRVINE, CA 92614
78-495 CALLE TAMPICO
0 D
LA QUINTA, CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
II
BUILDING PERMIT
Application Number:
BWFE2016-0216
Owner:
Property Address:
81346 AMUNDSON AVE
EQUESTRIAN LIFE
APN:
767690017
3 OAKTREE DR
Application Description:
EQUESTRIAN LIFE / 305LF OF 6' WALL NORTH PL & (14)SECTIONS
RANCHO MIRAGE, CA
Property Zoning:
Application Valuation:
$15,000.00
Applicant:
Contractor:
QUINN ENTERPRISES INC
QUINN ENTERPRISES INC
17992 COWAN
17992 COWAN
IRVINE, CA 92614
IRVINE, CA 92614
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 72586644
Date. Contra ctor:, I k1 fl
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions. Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
'(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
. CONSTRUCTION LENDING AGENCY,
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
(714)785-3885
Llc. No.: 725864
VOICE (760) 777-7125
r -FAX (760) 777-7011
Date-::? 10/
C\1 /z
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WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
co
t
tion, as provided for by Section 3700 of the Labor Code, for the performance
ofk for which this permit is issued.
Ihave and will maintain workers' compensation insurance, as required by
Se00 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9153895
I certify that in the p rformance of the work for which this permit is issued, I
shall not employ any person in an manner so as to become subject to the workers'
compensation laws of California, a d becas�u6jPrr rn�h
workers' compensation provis' s o ion 3700 of the Labor Code, I s cthwith-'
comply with those provisions.
Date: / e Ap -can
WARNING: FAILURE TO SECURE WORK OMPENSATION COVERAGE IS UNLAW
AND SHALL SUBJECT AN EMPLOYER TO CRI AL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and st that the above information is correct.
I agree to comply with all city and county ordina sand n
construction, and hereby authorize representativ this city to enter
above-mentioned property for inspection purpo es.
Date: Signature (Applicant or A
Application Number: BWFE2016-0216
Property Address: 81346 AMUNDSON AVE
APN: 767690017'
Application Description: EQUESTRIAN LIFE / 305LF OF 6' WALL NORTH PL & (14)SECTIONS
_ Property Zoning:.
Application Valuation: $15,000.00
Owner:
EQUESTRIAN LIFE
3 OAKTREE DR
RANCHO MIRAGE, CA 92270
Date: 10/4/2016
Applicant: Contractor:
QUINN ENTERPRISES INC QUINN ENTERPRISES INC
17992 COWAN 17992 COWAN
IRVINE, CA 92614 IRVINE, CA 42614
(714)785-3885
Llc. No.: 725864
------------------------------------------------------------------------------------------------
,Detail• 305LF OF 6' WALL NORTH PL & (14) SECTIONS OF UTILITY [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDETHE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT QTY
AMOUNT
WALL/FENCE -.EA ADDITIONAL 50 LF
101-0000-42404 0
$76.00
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$50.67
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$63.33
Total Paid for BLOCK WALL:
$190.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total.Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Bin #
Permit
•
ProjecAddress:
City of La Quilita
Building 8z- Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
e •
ju LJ -Owncr'sName: C e r
A. P. Number:
Address: OaL
Legal Description:
City, ST, Zip:
r _
Contractor. IM �Z
— ►'•1 YL, I ty'j
Telephone: I e cr
one: y=7
P c,
;Address: pY::) V—•- rup
'Citi ST, Zip:
Y7—
Project Description:
r
Te le phone: iX.
P o .
l y- —5
c ? 3
' State Lic. # : 1215 6(((J(J
City Lic. #.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
0 ne:
IN -
_
Construction s on Type:Occupancy:
O P ane Y:
State to Lic. ,.
L #
'
Project type (circle one)• New Add'n Alter Repair Demo
0
7a of Contact Person:i
Y)�t
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: -114 IS
v
S _ f_,e- <
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Rcc'd
TRACKING.
.PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss C21eS.
Called Contact Person
Plan Check Balance
Title 24 CaIcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Gran( Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
Eq
IN HOUSE:-
'"' Re.vieiv, ready for corrcctionsrssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Pecs,
I
Total Permit Fees
r
f 6' (6'-0' TO V-81 PROTO II - EXPOSURE C - .DIP FOOTING
DESIGN CRITERIA (PER 2013 CBC):
1. ALLOWABLE SOIL BEARING PRESSURE PROTO II FENCE WALL
= 1000 PSF MIN.
2. ALLOWABLE SOIL PASSIVE PRESSURE
= 150 PCF MIN. (�
T 3. SEE SHEET B, C, & D PRIOR TO 6" STD. HOOK
' START OF CONSTRUCTION.
6" CAP BLOCK PER
SHEET C jl
STEEL PLATE TO BEAR II
FULLY ON CENTER WEB
OR END FACE SHELL -
SIZE PER SHEET C.
NO'COLD JOINTS
` PERMITTED BETWEEN DIP K 3=0"
AND SETTING PAD
I
C14
I w HORIZONTAL JOINT
D REINFORCING TOP 2
Li COURSES BELOW PLATE
L AND AT 24" O.C. BELOW /
V) VERTICAL FOOTING,
REINFORCING AT 6'-8-
w : POST TENSION (PT}
t a FENCE, USE 1 (j4 IN �/
a ROD SEE SHEET `B FOR CENTER OF DIP 16" MIN
I ROD SPECS - CENTER
IN WALL
j >I-PROTO II FENCE WALL
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MAX
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FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
BLOCK AT SWALE AT GRADE.
POST TENSION (PT)
ROD SEE SHEET B
CONCRETE DIP FOOTING
DIP MAY BE OVER
EXCAVATED AS SHOWN -
FILL WITH COMPACTED
FILL OR CONCRETE
DIP DEPTH AT TOP OF
2:1 SLOPE
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
MIN. DEPTH 0
DIP FOOTING
12" TO 36"
STANDARD
6" TO 11"
FOOTING BEYOND::
3" TO 5".
C AT i 0 -- -
i I SETTING PAD -
SEE SHEET D FENCE WALL SCHEDULE AT LEVEL SOIL
i 'Hr DESIGN WIND PT ROD DIP
i MAX EXP M++P�IAL
I r CJATI
o I 6' NTA
L — 5 6'-0" C o BU LDI SAFETY DEPT.
8" DAYLI MIN. C0
CONT '' .:.
LINE OF DIP
C AT i 0 . _ _ 0" 9"
OTO II
STANDARD
FOOTING BEYOND::
C AT i 0 -- -
LA OUIN
,, CA
CATt 0
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NUMBER
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47115-9155
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PROTO-II TM WALL SYSTEMS
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1'. C. AMO 0• TMOL POST-IEN90LLE0 MASONRY WALLS.
MASONRY
•�
ARE CEONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION
OR RECORDING
UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED 1L WRITTEN SIGNATURE.
J
GENERAL STRUCTURAL NOTES
1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL
VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL
CLASS 4 OR BETTER AS DEFINED BY THE CBC) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR
PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF.
2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FIT
BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER.
3. SEE SHEET A FOR EXPOSURE, WIND SPEED, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. USER IS RESPONSIBLE TO
VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE
APPROVED SITE PLAN AND APPLICABLE CODE OR JURISDICTION REQUIREMENTS.
4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PSI
- TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN. OF
48 HOURS OLD PRIOR TO FINAL TENSIONING ALL. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS
DURING PLACEMENT.
5. LAP REINFORCING STEEL: LAP = 32" FOR d4 BARS IN CONCRETE.
6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. (F'M DESIGN CRITERIA FOR BLOCK IS
BASED ON 2000 PSI). BLOCK SHALL BE A MIN Of 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT
BLOCKS WITH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. BLOCKS SHALL BE LAID IN RUNNING BOND.
7. MORTAR SHALL BE TYPE S, 2000 PSI MIN. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24
HOURS OLD PRIOR TO FINAL TENSIONING.
8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING.
9. REINFORCING REBAR SHALL CONFORM TO ASTM A641: Fy = 60,000 PSI.
10. PROTO-11 HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION
INDICATORS (A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE
SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-11 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE
7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO
THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION
ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS
PER ASTM A563 GRADE A. AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED
AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE
60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL.
11. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP).
12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH
ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A MIN. OF 3" 'L' HOOK, WITH 1/2" NUT AT END OF TENSION ROD WHERE
EMBEDDED IN FOOTING.
13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED
WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF END OF WALL AND
12" EACH SIDE OF CONTROL JOINT.
14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED
AT PLATE/TENSION LOCATION.
15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; AT CONTRACTOR OPTION,
VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP.
16. A PROTO-11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT
WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF
FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD
1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT
LEAKAGE BETWEEN THE PROTO-II DTI AND BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO
55 FT -LBS. (DTI MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY OF MORTAR
JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO 11 MASONRY DESIGN IS BASED ON THIS SPECIAL
INSPECTION.
17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE. FOR DIP SPACING IS t12" BUT THE NUMBER OF
FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. P. ` TEtl51,flN�(&'co-SPA6aNG-T9 n, /�- S t8" BUT
THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAI ORY LA UINTA .
18. SEISMIC DESIGN CRITERIA: Ss=2.0, SI=0.749 SOIL CLASS=D (ASSUMED) R A fG I.r gT
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE �1 ltb-ftF�ii0�11`p1Y•PAi UES+A. ' SIZE/DEPTH
AND CLEANLINESS OF ,f:OANDATION. ADDITIONAL SPECIAL INSPECTION A: REQUIRM v8,YrJUR1S0(6Ti0Nr.-.—r*%
-- _ CO iRUC iMTO n TANDARD
4A OUINTA CA
DATE ►v
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ctsoz.Com k.r.. (MAY ONLY 6E INSTALLED BY APPROVED AND CENrIrIEO INSIZ,.S) S1.2
4'. 6';. AND. 6' THICK POSE-TE.N90NEO MASONRY WA"S.
kRY -NOT FOR CONSTRUCTION OR RFCORDING UNLESS THE STRUCTURAL ENGINEER or RECORD'S SEAL IS AFFIXED vATH MITTEN SIGNATURE,
TOP OF PROTO II WALL
1
KSECTION.
(8)
(7)
KEY NOTES:
1. POST TENSION ROD.
2. NUT.
3. DIRECT TENSION INDICATOR (DTI).
4. BEARING TOP PLATE.
5. COLLAPSIBLE TABS.
6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND
CONFIRMED BY ONE OF TWO METHODS PER
NOTES "B" & "C" BELOW.
7. FILL CAP BLOCK WITH MORTAR. IMMEDIATELY
"FLIP" ONTO ROD. COMPLETELY COVER NUT, ROD
AND PLATE WITH MORTAR.
8. CAP BLOCK OF SUFFICIENT SIZE TO COVER
PLATE AND ROD.
9. CONTINUOUS HORIZONTAL JOINT REINFORCING.
10. CENTER WEB OR END FACE SHELL BELOW.
11. STEEL PLATE SIZES:
A. 4" PROTO 11: 1/4'0%6"
B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6"
C. 6" PROTO II:1/4"x4 1/2"x6"
D. 6" SLUMP PROTO 11:1/4"x4"x6"
STEEL PLATES TO BE PLACED AT THE EDGE OF
THE CELL SO THAT THE PLATE BEARS FULLY ON
THREE SIDES.
12. 00 NOT USE BOND BEAM BLOCK AT BEARING
PLATE LOCATIONS.
NOTES:
A. PROTO II DTI TO BE USED AT EACH TENSION ROD.
TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM
OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES
BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER
TORQUE OF NUT HAS BEEN ACHIEVED.
B. AS ALTERNATE TO VISUAL INSPECTION OF TABS,
INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY
USE OF A CALIBRATED TORQUE WRENCH. TORQUE
NUTS TO 55 FT -LBS. DTI STILL MUST BE PLACED ON
ROD IF USING TORQUE WRENCH METHOD. SEE
GENERAL NOTE ON SHEET B.
C. SPECIAL DEPUTY INSPECTOR WILL PERFORM A
VISUAL INSPECTION WHEN USING THE OTI METHOD TO
CONFIRM THE DTI IS COLLAPSED WITH NO LICHT
LEAKS BETWEEN THE TABS AND BOTTOM OF NUT.
IF USING. TORQUE WRENCH METHOD, DEPUTY .
INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55
FT -LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED.
D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
OF TENSIONING PERFORMED BY ONE OF THE TWO
METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR
TO PROVIDE A COPi to OCli�tfT 1
WINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CDNSTRucnON OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFnXED IM WRITTEN SIGNATURE.
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FOOTING ELEVATION -AT POST TENSION ROD
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ELEVATION WALL
7/16" DIA. POST TENSION RODS.- k
(PT) SEE SHEET B CENTER IN
WALL
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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELI64NARY -NOT FOR CONSTRICTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Dk WRITTEN SIGNATURE.
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FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
7
(E) CONTOUR LINE
INN
8
(N) FINISH GRADE/ FINISH SURFACE
i
9
(E) CURB/ EDGE OF PAVEMENT
hudgins design group, Inc.
10
CENTERLINE OF RIGHT OF WAY
11
EXTENT OF INTERIOR SPACE
32932 pacific coast hwy, #14-272
12
(N) DRIVEWAY
dana point, ca, 92629
t: 949.322.7922
E 13
GARAGE
f: 949.606.8898
14
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
e: info@hudglnsdesign.com
15
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
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16
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
71: 6�►!S
17
(E) SITE/ RETAINING WALL TO REMAIN
18
19
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SITE NOTES
1. FINISHED GRADE WITHIN 10 FEET OF THE NEW STRUCTURE/ADDITION
SHALL BE SLOPED A MINIMUM 2% AWAY FROM THE BUILDING FOR DRAINAGE
PURPOSES. REFER TO CIVIL GRADING AND DRAINAGE PLANS.
2. THE DISCHARGE OF ANY POLLUTANTS TO ANY STORM DRAINAGE SYSTEM
IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL
PARTICULATES, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
1P CTf)DrA noAui
GITY OF LA OUSNTA
BU1,0I ,1i", &, SAFETY DEPT.
f0PROVED
I FOR CONSTRUCTIONl'�/
DATE�jk E3Y
AVAILABLE NATURAL RESOURCES SHALL BE
NLUATION AND CAREFUL PLANNING TO MINIMIZ
TE AND ADJACENT AREAS. PRESERVATION OF
)RM WATER DRAINAGE AND EROSIION
H CGBS SECTION 4.106.
)ESIGNED TO PREVENT RUNOFF, LOW HEAD
FHER SIMILAR CONDITIONS WHERE IRRIGATION
GETED AREAS, SUCH AS ADJACENIT t/ PROPER
'CAPES, ROADWAYS OR STRUCTURES.
S FOR PLANT MATERIAL, IRRIGATION AND
NNS FOR PLANTING LEGEND INCLUDING FULL
=S AND LOCATIONS
VS FOR ALL SITE WALLS MADE W/ CMU BLOCK.
SITE PLAN
1
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3
N
A
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E
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-
6
FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
7
(E) CONTOUR LINE
INN
8
(N) FINISH GRADE/ FINISH SURFACE
9
(E) CURB/ EDGE OF PAVEMENT
hudgins design group, Inc.
10
CENTERLINE OF RIGHT OF WAY
11
EXTENT OF INTERIOR SPACE
SITE PLAN
1
�,
PROPERTY LINE
2
SETBACK
3
FIXED DATUM POINT/ BENCHMARK
4
BUILDING FOOTPRINT
5
ADJACENT BUILDING
w
6
FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
7
(E) CONTOUR LINE
INN
8
(N) FINISH GRADE/ FINISH SURFACE
9
(E) CURB/ EDGE OF PAVEMENT
hudgins design group, Inc.
10
CENTERLINE OF RIGHT OF WAY
11
EXTENT OF INTERIOR SPACE
32932 pacific coast hwy, #14-272
12
(N) DRIVEWAY
dana point, ca, 92629
t: 949.322.7922
E 13
GARAGE
f: 949.606.8898
14
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
e: info@hudglnsdesign.com
15
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
�
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16
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
71: 6�►!S
17
(E) SITE/ RETAINING WALL TO REMAIN
18
19
(N) SITE WALL, 6'-0" (MAX)
JN Engineering, Inc.
BOARD FORM CONCRETE WALL
3679 motor ave, suite 201
20
PROPOSED 600 AMP ELECTRICAL PANEL LOCATION
los angeles, ca. 90034
21
PROPOSED GAS METER LOCATION
t: 310 838-1325
22
(E) UTILITY LOCATION
f: 310 838-1326
e: joseph@JNStructural.com
23
TRASH STORAGE AREA
24
PROPOSED MAILBOX LOCATION
25
POOL/SPA
26
REFLECTING POND W/ 12" DEEP STANDING WATER (18" MAX)
27
POOL EQUIP. WITH SURROUNDING SCREEN WALL
28
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION
29
SUBMERSIBLE WATER PUMP LOCATION
w
Q
30
'RESYSTA' DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONIC BASE
U
31
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
32
PLANTER
33
HARDSCAPE
34
GRAVEL GARDEN
Q
35
PAVERS - SEE LANDSCAPE PLANS
36
CONTINUOUS RECESSED LINEAR STRIP DRAIN
z z
37
BENCH, +18" A.F.F.
38
39
BBQ
OUTDOOR FIREPLACE / FIRE PIT W/ DRAINAGE, +18" A.F.F.
w
40
STAIRWAY OR STEPS (ABV/ BLW/ BYD AS OCCURS)
0
41
5'-0" HIGH WALL / GATE
42
43
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
Q Q
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
44
EXTERIOR'PARKLEX' SLIDING SCREEN, PER ELEVATIONS
J
45
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
46
EXTERIOR'PARKLEX' SIDING TO MATCH SLIDING SCREENS
47
48
ROOF - MIN. CLASS A! FIRE RATED
ROOF RIDGE
49
ROOF CRICKET, BUILT-UP AS REQUIRED
50
ROOF PARAPET
51
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
W
CPC TABLES 11-1 AND 11-2. OVERFLOW TO BE PIPED
SEPARATELY. R903.4.1
52
LG B B / DC E -R 4
53
DECORATIVE CHIMNEY SHROUD MODEL S11 BY'AMERICAN
CHIMNEY SHROUD.' UL LISTING (MH30042) & WH LISTING
54
(5091753)
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
55
CABINETRY
56
COUNTER, +30" A.F.F.
57
COUNTER, +36" A.F.F.
58
COUNTER, +48" A.F.F.
59
MECHANICAL ROOM - HEAT PUMP & TANKLESS WATER HEATER
60
(N) ARCHITECTURAL SCREEN, 6'-0" (MAX)
61
TEMPERED GLASS REFRIGERATED WINE ENCLOSURE,
HERMETICALLY SEALED, DESIGN PER OWNER.
62
MECHANICAL DUCT CHASE / SOFFIT
63
'ISOKERN' MASONRY FIREPLACE, MODEL MAGNUM 72 CUSTOM
FIREPLACE (ICC -ES 2316). PROVIDE 4 -INCH FRESH AIR INTAKE
AND EPA PHASE 2 APPROVED AND LISTED 'GREENTECH' KIT,
MIN 2
J
-INCH CLEARANCE TO COMBUSTIBLES PER MANUF.
64
MINIMUM V2" GYP BOARD IS REQUIRED BETWEEN DWELLING
WALL AND A GARAGE, GARAGE CEILING TO BE 5/8" TYPE X IF
HABITABLE OR SLEEPING ROOMS ARE ABOVE (SEC. R302.6)
SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING
65
PROVIDE CONTINUOUSLY OPERATED MECH. EXHAUST
VENTILATION PER R408.3, EXHAUST TO OUTSIDE AND COMPLY
�+
66
WITH ASHRAE 62.2 SEC 5.
INSULATION PER TITLE 24 REQUIREMENTS
67-__I, CONCRETE PAD, 36" MIN, PER CITY STANDARDS
;._.,
68
OVEN OVER WARMING DRAWER PER OWNER/
69
DESIGNER
REFRIDGERATOR/FREEZER PER OWNER/ DESIGNER
70
UNDERCOUNTER REFRIDGERATOR PER OWNER / DESIGNER
71
RANGE PER OWNER/ DESIGNER
72
VENTILATION HOOD O/ RANGE PER OWNER / DESIGNER
J
73
DISHWASHER PER OWNER
74
CLOSET STORAGE SOLUTIONS, PER OWNER
75
PANTRY SHELVING PER OWNER DESIGN
76
OUTDOOR SHOWER W/ DRAIN CONNECTED TO SEWER
z
77
FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE
78
SHOWER w/ HOT MOPPED PAN RECESSED 4" BELOW ADJ.
FINISH FLOOR W/ FLOOR TO CEILING TILE PER OWNER
79
SINK PER "OWNER"
80
WASHER / DRYER - BY OWNER
�■
81
82
TOILET PER "OWNER"
z
FREE STANDING BATH TUB PER OWNER. VERIFY SPEC & IF
ry O
FLOOR RECESS IS REQUIRED.
83
STONE VENEER - 6" HIGH X 24" WIDE STRAIGHT SET
(n
84
SERVICE RECEPTACLE
Q
85
DISCONNECT FOR CONDENSING UNIT
86
GRAVEL COVERED, OVERFLOW DRAIN FOR POOL INFINITY EDGE
z
87
PROVIDE CLOTHES DRYER MOISTER EXHAUST DUCT. MIN. 4"
�+ / D
DIAMETER TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT
DAMPER. DUCT LENGTH 1S LIMITED TO 14' WITH 2 ELBOWS
88
ADDRESS NUMBERS, 4 -INCH HIGH, ETCHED IN 3/16"x6"x24" LONG
STEEL PLATE, BACK LIT BY LED LIGHTS. MUST BE CLEARLY
Q
VISIBLE FROM STREET AND AUTOMATICALLY ILLUMINATED
L
FURRING STRIPS AND QUIET ROCK GYPSUM PANELS.
90
AUDIO VISUAL MEDIA RACKS
-
91
PROJECTOR SCREEN, CEILING RECESSED & DOUBLE SIDED
0 M
92
UNDERCOUNTER ICE MAKER PER OWNER / DESIGNER
93
LINEAR SLOT DIFFUSER
r
94
CONCRETE EXPANSION JOINT OR SAW -CUT
00
95
CLEAR WORKING SPACE NOT LESS THAN 30 INCHES IN DEPTH,
WIDTH AND HEIGHT
96
6'-0" STEEL GATE, PAINTED PER MATERIAL SCHEDULE.
P/A
KEYNOTES
(N) WALL
(N) CONCRETE WALL
PLANTING AREA - REFER TO
LANDSCAPE PLAN
LEGEND
HOA SUBMITTAL 1 09.17.15
HOA SUBMITTAL 2 10.22.15
HOA SUBMITTAL 3 12.04.15
HOA SUBMITTAL 4 1.07.16
PLN CHK SUB. #1 11.25.15
0 PLN CHK SUB. #2 1.11.16
SCALE:
1 "=10'
PLOT DATE:
8.26.16
SHEET NUMBER
Al 01m
0
a
a
O
.
w
P/A
KEYNOTES
(N) WALL
(N) CONCRETE WALL
PLANTING AREA - REFER TO
LANDSCAPE PLAN
LEGEND
HOA SUBMITTAL 1 09.17.15
HOA SUBMITTAL 2 10.22.15
HOA SUBMITTAL 3 12.04.15
HOA SUBMITTAL 4 1.07.16
PLN CHK SUB. #1 11.25.15
0 PLN CHK SUB. #2 1.11.16
SCALE:
1 "=10'
PLOT DATE:
8.26.16
SHEET NUMBER
Al 01m
0
a
a
O