HomeMy WebLinkAbout2600 CARLSBAD BLVD; ; CB140460; Permit03-06-2014
City of Carlsbad
1635 Faraday Av Carlsbad.CA 92008
Commercial/Industrial Permit Permit No: CB140460
Building Inspection Request Line (760) 602-2725
Job Acldress:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
Project Title:
2600 CARLSBAD BL CBAD
Tl Sub Type: COMM
2030543300 Lot #: 0
$0.00 Construction Type: NEW
Reference #
Status: ISSUED
Applied: 02/26/2014
Entered By: RMA
Plan Approved: 03/06/2014
Issued: 03/06/2014
Inspect Area
Plan Check #:
ARMY NAW ACADEMY-TWO 40 FOOT
POLES & NETTING BEHIND THE BASEBALL DIAMOND
Applicant:
ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA
Owner:
ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA
1929 HANCOCK ST
SAN DIEGO CA 92110
619 557-0575
P O BOX 3000
CARLSBADCA 92018
Building Permit $0.00 Meter Size
Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00
Plan Check $0.00 Meter Fee $0.00
Add'l Building Permit Fee $217.50 SDCWA Fee $0.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $1.00 PFF (3105540) $0.00
Park Fee $0.00 PFF (4305540) $0.00
LFM Fee $0.00 License Tax (3104193) $0.00
Bridge Fee $0.00 License Tax (4304193) $0.00
BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00
BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00
Renewal Fee $0.00 PLUMBING TOTAL $0.00
Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00
Other Building Fee $130.00 MECHANICAL TOTAL $0.00
Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00
Meter Size Sewer Fee $0.00
Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00
Reel. Water Con. Fee $0.00 Additional Fees $0.00
Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ??
Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ??
TOTAL PERMIT FEES $349.50
Total Fees: $349.50 Total Payments To Date: $349.50 Balance Due: $0.00
Inspector:
FINAL APP
Date: Clearance:
NOTICE; Please take NOTIEE thatfepproval of your project includes the "Imposition" bf fees, dedications, reservations, or other exactions hereafter collectively
referred to as lees/exactions." You have 90 days from the date this pemnit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in acconJance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenwise exoired.
THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING nENGINEERlNG D BUILDING OFIRE jHEALTH •HAZMAT;APCD
Plan Check No. (^/yf;? ^ ^'^
w
CARLSBAD
CiTY OF
Building Permit Appiication
1635 Faraday Ave., Carlsbad, CA 92008
Ph: 760-602-2719 Fax: 760-602-8558
email: building@carlsbadca.gov
www.carlsbadca.gov
CT/PROJECT#
IOB ADDRESi
# OF UNITS
SUITE«/SPACE*/UNIT«
Est. Value
Plan Ck. Deposit
# BATHROOMS TENANT BUSINESS NAME<
DESCRIPTION OF WORK:/nc/ude Square Feet or Affected 4rea(s) • ,^ l^i'i.^
EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS
YES|~|# N0| 1 YES QNO Q YES| | N0| |
APPtlCANT NAIVIE/Bf/mary Contact; ^ .
[<t\/W ^ALL/PCf^
APPLICANTNAME fSecondary Contact;
ADCRESS , , ' ^ _ ADDRESS
CITY STATE ZIP CITY STATE ZIP
PHONE ^ FAX PHONE FAX
EMAIL 1 « - . _ .
PROPERTY OWNER NAME CONTRACTOR BUS. NAME
ADDRESS _ ADDRESS
CITY ^ STATE ^ ^Zl£-w.-i*<? CITY STATE ZIP
FAX PHONE FAX
EMAIL EMAIL
ARCH/DESIGNER NAMyi ADDRESS STATE LIC. # STATE LIC.# CLASS CITY BUS. LIC.#
(Sec. 7031.5 Business and Professions Code: Any City or County whicti requires a permit to construct, alter, improve, demolish or repair any structure, pnor to its issuance, also requires the applicantfor such permitto file a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) ortnat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicantfor a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)).
Workers' Compensation Declaration: / hereby afflmi underpenalty of perjury one ofthe follawing declarations:
\,l have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this perniit is issued,
lave and will maintain workers' compensation, as required by Section 3700 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: Insurance Co. Policy No. Expiration Date
This section need not be completed if the permit is for one hundred dollars ($100) or less.
I I Certificate of Exemption: I certify that in the performance of the work for which this pemnit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure workeis' compensation coverage is unlawful, and shail subject an employer to criminal penalties and civil Tnes up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, damages as provided for in Section 3706 oUhe Labor code, interest and attomey's fees.
CONTRACTOR SIGNATURE.,..*^^*---«JL-S,,--/^--C?^^'"'L^ ^ rH*eeNT DATE '^--(isS' / *T
/ hereby affimi (hat / am exempt from Contractor's License Law for the following reason:
I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
•
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 praving that he did not build or improve for the purpose of sale).
as owner of the property, am exclusively contracting with licensed contractors to constnjct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement •Yes I INO
2.1 (have / have not) signed an application for a building permit for the proposed work.
3.1 have contracted with the following person (firm) to provide the proposed constmction (include name address / phone / contractors' license number):
4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supereise and provide the major work (include name / address / phone / contractors' license number):
5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work):
jS^PROPERVf OWNER SIGNATURI GENT DATE
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? Yes No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No
Is the fxiiity to be constmcted within 1,000 feet of the outer boundary of a school site? Yes No
IF ANY OF THE ANSWERS ARE YES, A FiNAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFiCE OF
EMERGENCY SERVICES AND THE AiR POLLUTION CONTROL DlSTRiCT.
... ,.1,1'''* * *'
•••••••••HH I hereby aflinn that there is a construction lending agency for the perfomnance of the wori< this pennit is issued (Sec. 3097 (1) Civil Code)
Lender's Name Lender's Address
Ilipiiiii^^ M'lii'i
I certif that I have read the applkation and state thatthe above infonnation is correct and thatthe Infoimation on the plans Is accuiate. I agree to complywith all City ordinances and State laws relating to building constniction.
I hereby authorize iBpresentative ofthe City of Carlsbad to enter upon the above mentbned propeity for inspeclion puiposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANTING OF THIS PERIVIIT
OSHA: An OSHA pemnit is required for excavations over 5'0' deep and demolitfon or constmction of stmctures over 3 stories in height.
EXPIRATION: Every pemiit issued by the Building Oflicial under the provisfonsflf this Code shall expire by limitatfon and become null and void if the buikiing or work authorized by such permit is not commenced wilhin
180 days from the dale ofsuch pemiit or if the buMing or viort( authorize^y /uch permit is su§pended or abandoned at any time after the work is commenced for a perfod of 180 days (Sectfon 106.4,4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE
STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
Fax (760) 602-8560, Email buildina(5)carlsbadca.qov or Mail the completed font) to City of Carisbad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008.
C0#: (Office Use Only)
CONTACT NAME OCCUPANT NAME
ADDRESS BUILDING ADDRESS
CITY STATE ZIP CITY STATE
Carlsbad CA
PHONE FAX
EIVIAIL OCCUPANT'S BUS. LiC. No.
DEUVERY OPTIONS
PICKUP: CONTACT (Listed above) OCCUPANT (Usted above)
CONTRACTOR (On Pg. 1)
MAILTO: CONTACT (Listed above) OCCUPANT (Listed above)
CONTRACTOR (On Pg. 1)
IVIAIL/FAX TO OTHER:
ASSOCIATED CB#-
NO CHANGE IN USE / NO CONSTRUCTION
CHANGE OF USE / NO CONSTRUCTION
APPLICANT'S SIGNATURE DATE
Inspection List
Permit*: CB140460 Type: Tl COMM ARMY NAVY ACADEMY-TWO 40 FOOT
POLES & NETTING BEHIND THE BASEBA
Date Inspection Item Inspector Act Comments
04/22/2014 19 Final Structural PY AP
04/09/2014 19 Final Structural PY CA
03/12/2014 11 Ftg/Foundation/Piers PY AP
Wednesday, May 07, 2014 Page 1 of 1
Development Services
SPECIAL INSPECTION " Binding Division
CITY OF AGREEMENT leSS Faraday Avenue
CZ ARLSBAD 760-602-2719
www.carlsbadca.gov
In accordance with Chapter 17 ofthe California Building Code the foiiowing must be completed when worit being performed
requires special inspection, structural observation and construction material testing.
Project/Permit: f ' g'^' foO Project Address: CM^Se^ e>O^P.
A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder
• . (If you checked as owner-builder you must also complete Section B of this agreement.)
Name: (Please print).
Mailing Address:
(First) (M.I.) (Last)
lam: •Property Owner "y^roperty Owner's Agent of Record QArchitect of Record QEngineer of Record
State of California Registration Numbec: Expiration Date:
AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read,
understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural
observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of
special inspections noted on the appro
Signatun
plans an^, ^ required by the California Building Code. ,
B. CONTRACTOR'S STATEMENT OF RESPONSIBIUTY (07 CBC, Ch 17, Section 1706^. This section must be completed by the
contractor / builder / owner-builder.
Contractor's Company Name:.
^ I^Y H>^y f^<CM)^J Please check if you are Owner-Builder^
Name: (PI..... nrint) ' ^ iV^UOC
(First) (IVI.I.) (Last)
Mailing Address: O^^f^L^^-g^A>V> '^L.^^p.
State of California Contractor's License Number: Expiration Date:
• 1 acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on
the approved plans;
• I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the
building official;
• I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and
frequency of reporting and the distribution of the reports; and
• I certify that I will have a qualified person within our (the contractor's) organization to exercise such control.
• / will provide a final report/ lettetjin compliance with CBC Section 1704.1.2 prior to requesting final
inspection..
Signature: ^ ^j--^ Date:
B-45 Page 1 of 1 Rev. 08/11
EsGil Corporation
In (Partnersiiip witH government for (BuiCding Safety
DATE: MARCH 03, 2014 • APPLICANT
• JURIS.
JURISDICTION: CARLSBAD • PLANREVIEWER
• FILE
PLANCHECKNO.: 14-0460 SET: I
PROJECTADDRESS: 2600 CARLSBAD BLVD.
PROJECT NAME: Army & Navy Academy (2-40' Poles for Netting, Doug out 6s CMU Walls)
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
^ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
I I The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
I I The applicant's copy of the check list has been sent to:
EsGil Corporation staff did not advise the applicant that the plan check has been completed.
I I EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: ) Email: Fax #:
Mail Telephone Fax In Person
XI REMARKS: m Sheet S2, specify the spirals are @ 3"o.c., with 48-db lap splices & VA extra tums @ each end. ACI
318-10, Sec. 7.10.4;/Also on Sht. S2, note Special Inspection is required for CMU walls & pier footings. Sec. 1705.3 & 8.
By: ALI SADRE, S.E. Enclosures:
EsGil Corporation
• GA • EJ • MB • PC 2/26
9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD PLANCHECKNO.: 14-0460
PREPARED BY: ALI SADRE, S.E. DATE: MARCH 03, 2014
BUILDING ADDRESS: 2600 CARLSBAD BLVD.
BUILDING OCCUPANCY: U TYPE OF CONSTRUCTION: V-B
BUILDING
PORTION
AREA
( Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
40' POLES &
DOUG OUT
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB By Ordinance
Bldg. Permit Fee by Ordinance ^^rj
Plan Check Fee by Ordinance
Type of Review: • Complete Review
• Repetitive Fee
Repeats
Based on tiourly rate
• Other
0 Hourly
EsGil Fee
$217.50
• Structural Only
1.5
$116.00
Hrs. @ *
$174.00
Comments:
Sheet 1 of 1
macvalue.doc +
CITY OF
CARLSBAD
PLANNING DIVISION
BUILDING PLAN CHECK
APPROVAL
P-29
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carl.sbadca.eov
DATE: 2-27-14 PROJECT NAIVIE: PROJECTID:
PLAN CHECK NO: CB 14-0460 SET#: 1 ADDRESS: 2600 Carlsbad Bl APN:
This plan check review is complete and has been APPROVED by the Planning
Division.
By: Chris Sexton/Austin Silva
A Final Inspection by the Planning Division is required • Yes • No
you may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
Resubmitted plans should include corrections from all divisions.
[]] This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on
the attached checklist. Please resubmit amended plans as required.
Plan Check APPROVAL has been sent to: kevinhallock@houseanddodge.com
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING
760-602-4610
ENGINEERING
760-602-2750
FIRE PREVENTION
760-602-4665
X Chris Sexton
760-602-4624
Chrls.Sexton@carlsbadca.eov
1 Kathleen Lawrence
760-602-2741
Kathleen.Lawrence@carlsbadca.gov
1 1 Greg Ryan
760-602-4663
G regorv. Rva n@ca risbadca.gov
Gina Ruiz
760-602-4675
Glna.Ruiz@carlsbadca.gov
1 Linda Ontiveros
760-602-2773
Llnda.Ontiveros@carlsbadca.^ov
1 Cindy Wong
760-602-4662
Cynthia.Wong@carlsbadca.gov
• • Dominic Fieri
760-602-4664
Dominic.Fieri@carlsbadca.gov
Remarks:
Febmai7 25, 2014
Iff
CHRISTIAN WHEELER
ENGINEERING
Army and Navy Academy
2605 Carlsbad Boulevard
Carlsbad, California 92008
CWE 2120311.18
Subject: Limited Geotechnical Review of BasebaU Backstop Pole Netting Foundations
Proposed Athletic Field Improvements, Army and Navy Academy, Carlsbad, Califomia
References: 1) Ken Wilkinson, Structural Engineer, Backstop Netting Pole Footing Calculations, Army & Navy
Academy February 20, 2014.
2) House & Dodge Design, Inc., Army Navy Academy BasebaU Backstop, Sheet Al.O and Detail 1,
dated February 20, 2014.
3) House & Dodge Design, Inc., Army Navy Academy, Detail 2, undated.
4) Ken Wilkinson, Structural Engineer, Backstop Netting Pole Footing, Foundation and Support
Details, Army & Navy Academy February 3, 2013.
5) Christian Wheeler Engineering, 2120311.02R, "Report of Preliminary Geotechnical Investigation,
Proposed Athletic Field Improvements, Army and Navy Academy"; August 6, 2012
Ladies and Gendemen:
At the request of Kevin Hallock, we have performed a limited geotechnical review of the referenced plans.
It is not our intent to provide a third party review of the structural calculations or structural design. The design
engineer is responsible for properly designing the foundations and other structural elements based on the
requirements of the strucmre and considering the information presented in our report. Based on our review, it is
our opinion that the referenced plans are adequate and no additional analysis and/or recommendations are needed.
If you have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity
to be of professional service is sincerely appreciated.
Respectfully submitted,
CHRISTIAN WHEELER ENGINEERING
Daniel B. Adler, RCE # 36037
D Wi t we r@army andnavyacudemy.org
kcvinhallock@houseanddodge.com
3980 Home Avenue * San Diego, CA 921 05 * 61 9-550-1 700 FAX 61 9-550-1 701
Title: ARMY NAVY ACADEMY
Engineer: KEN
Project Desc: BACKSTOP NETT
KEN WLKiNSON
STRUCTURAL ENGINEER
7177 BROCKTON AVE #223
RIVERSIDE. CA 92505
951 682-2001
kenw951@sbcgloDai.nel
Pole Footing Embedded in Soil
Descriptton ; POLE FOOTING OESIGN LOADS DEAD LOAD = 20fl# WIND LOAD = im NO UPLIFT ON FOOTING
Code References
Job# 13014
ING POLE FOOTING
File: CffiNERCALC.ROATAiarmy.
ENERCAIC, INC. 1983-2012. Bald:6,
•navy ae*iemy,MS
2.8.16, Vef:6.iS3
Calculations per IBC 2006 1805.7,2, CBC 2007. ASCE 7-05
Load Combinations Used : IBC2006
Genera/ /nforfflafton
Pole Footing Shape
Footing Diameter
Find Lateral Pressure for Given Depth
No Lateral Restraint ai Ground Surface
Allow Passive
Max Passive
Embedment Depth of Footing
Controlling Values
Goveming Load Combination; -^0-^•W+H
Lateral Load
Moment
NO Gmma Siriace Restfa«
Pressures at 1/3 Depth
Actua
.AllowaWe
Circuiar
36 0 in
250.0 pcf
1,500.0 psf
6,0 ft
0.450 K
18.0 k-ft
485.0 psf
50S.0 psf
Footing Base Area
Maximum Soil Pressura
7,069
0.0 ksf
0,20 k
k
k
k
k
k
k
0,250
Applied Loads
Lateral Concentrated Load
D: Dead load
Lr: Roof Lrve
L: Live
S. Srsov*
W: Wind
E : Earthquake
H; Lateral Earth
Load distance above
ground surface 40.0 ft
Load Combination Results
Load Combination
+D
-kD-»-W-^H
•^D^{).750Lr*{},750L^•0.750W+H
+D•0,750L*O,750S^O.750W+H
->«,60D+W-4I
Lateral Distributed Load
k/ft
kfft
Wit m m
k/ft
TOP of Load above ground surface
fl
BOTTOM of load above ground surface
ft
Forces @ Ground Surface
Vertiea! Load
k
K
It
k
k
k
k
Pressure at 1/3 Depth
Loads-{k)
0,200
0450
0388
0.388
0 370
Moments • (S-k)
8,000
18.000
15,500
15,500
14,800
Actual " (psi)
215.0
485,0
417.0
417,0
399,0
ASOW-.IPSf)::
500^0
500,0
500,0
500.0
500,0
Soil Irtorease
, FacSof
1.000
1.000
1,000
1.000
1.000
CB140460 2600 CARLSBAD BL
ARMY NAVY ACADEMY-TWO 40 FOOT
-o^ }0 'jj
ts6iL y^o/(
ion required by:
• Plan a CM&I QFIre •
Insc
SW •ISSUEI
Approved /
BUIIDING L0\MMU/'
PLANNING
ENGINEERING
FIRE Expedite? Y N
DIGITAL FILES Required? Y N
•cv.
By
HazMat
APCD
Health
Forms/Fees Sent Rec'd Due?
Encina
Fire
HazHealttiAPCD
PE&M
School
Sewer
Stormwater
Special Inspection
CFD: Y
LandUse:
N
By
Density: InnpArea: FY: Annex: Factor:
PFF: Y
Comments Date Date Date Date
Buiiding
Planning
Engineering
Fire
Done
Done
• Done
• Done
\
)0
LAN
ALE:
ClcrrU fit sliMyL B,Mo.^a - r^is-r
e ^^..e^*"?^^ ^
'"We.
APPROVED BY",
(SSUeoBY:,
HOUSE DGE
yj.ar^ " House
Johr Dooae
&Br D,e0t C,t 5.--
^ _j o
< • OQ S
O O 9 <<
<
PRELIMINARY
NOT FOR
CONSTRUCTION
SCALE: ilb'-v-O-
DATE: OI-l5-i<
ATHLETIC FACILrri'
PLAN
Al.O
GENERAL :
L) ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLT TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE ON THE PLANS.
7.) SEE MANUFACTURES DRAWINGS FOR ADDITIONAL DETAILS AND NOTES NOT SPECIFIED ON THE STRUCTURAL DRAWINGS.
3. ; THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK
AND MATERIALS INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS.
4. ) THE TYPICAL STRUCTURAL DETAILS SHALL BE USED WHEREVER APPLICABLE
UNLESS OTHERWISE NOTED ON THE DRAWINGS.
5. ; ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REOUIREMENTS OF
THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE AND TO TITLE 24
CALIFORNIA CODE OF REGULATIONS fCCR;.
6. ) ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE,
7. ) ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
DRAWINGS AND/OR SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED,
B.; CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE
MADE BY AN ADDENDA OR A CHANGE ORDER APPROVED BY THE CITY.
q.; A PROJECT INSPECTOR EMPLOYED BY THE ACADEMY ("OWNER; AND APPRCVED
BY THE CITY SHALL BE PROVIDE CONTINUOUS INSPECTION OF THE WORK.
THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION CBC SECT 1701.3.
10.; SEE ATACHED SPECIFICATIONS PROVIDE BY NEVCO * JAYPRO FOR ADDITONAL
INFORMATION NOT SHOWN ON THIS DRAWINGS.
FOUNDATIONS =
1. ; CARRY ALL FOOTINGS INTO NATURAL GRADE OR APPROVED COMPACTED FILL,
SILTY SAND ASSUMED FOR THE SOIL TYPE.
2. ; DESIGN SOIL BEARING IOOO PSF MINIMUM UNLESS NOTED OTHERWISE IN
STRUCTURAL CALCULATIONS OR SOILS REFWT.
3. ; ALL FOOTINGS SHALL BE INSPECTED PRIOR TO POURING CONCRETE AND
SHALL BE OF THE SIZE SPECIFIED ON THE DRAWINGS.
4. ) ALL WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATIONS PRIOR
TO PLACING CONCRETE.
CONCRETE :
1. ; CONCRETE FOR PIER FOUNDATIONS SHALL BE 4000 PSI » 28 DAYS.
MIX DESIGN METHOD fA,B OR C) PER CBC iq06.2.3 • 1105.3.
1-1/2" MSA MIX, 4' MAX SLUMP, 0.46 MAX W/C RATIO. ASTM C-150 FOR CONCRETE AND ASTM C-33 FDR AGGREGATES.
2. ; CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS,
POURED AGAINST EARTH UNFORMED 3 INCHES
POURED AGAINST EARTH FORMED 2 INCHES
3. ; ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAYBE LAPPED A MINIMUM
OF 30 BAR DIAMETERS OR 24" MIN. WHICH EVER IS LARGER.
4. ) ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, HOLDOWN AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO POURING OF THE CONCRETE.
5. ; SPECIAL INSPECTIONS AND VERIFICATIONS SHOULD BE PROVIDED IN ACCORDANCE
WITH TABLE 1704.4.
i.) CONTINUOUS BATCH PLAN INSPECTION IS NOT REOUIRED. C2500 PSI DESIGN;.
WEIGHT MASTER CERTIFCATES ARE TO BE PROVIDED.
REINFORCING STEEL :
1. ; ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO
THE FOLLOWING STANDARDS AND GRADE,
ASTM A-fcl6 GRADE 40 . a 4 BARS AND SMALLER
ASTM A-4IB GRADE 40 . tt 5 BARS AND LARGER
2. ; ALL BARS SHALL BE FREE OF LOOSE FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.
3. ; ALL BENDS TO BE MADE COLD.
4. ; ALL REINFORCING SHALL BE FABRICATED AND PLACED IN CONFORMANCE WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES" C.R.S.I, W.C.R.S.I., A.C.I., AND CBC LATEST EDITIONS.
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UNDISTURBED NATURAL GRADE
VIBRATE CONCRETE
FULL DEPTH.
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PROJECT: 2051-0054
DATE: 12-07-12
DUGOUT
FOUNDATION &
FFUyyiING PLANS
82.7