HomeMy WebLinkAbout1675 FARADAY AVE; ; CB044149; PermitCity of Carlsbad
12~' 1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No: CB044149
Building Inspection Request Line (760) 602~2725
Job Address:
Permit Type:
Parcel No:
1675 FARADAY AV CBAD
Tl Sub Type:
Lot#: Status:
Valuation:
2121305200
$7,500.00 Construction Type:
COMM
0
NEW Applied:
Occupancy Group: Reference #: Entered By:
Project Title: MODERN POST CARD ADD Plan Approved:
PRINTING PRESS FOUNDATION/ 12" FLOOR SINK Issued:
plicant: ------
GARY L. BARTON CORPORATION
4700 LONG BEACH BLVD. 90805
562-984-9824
Building Permit
Add'! Building Permit Fee
Plan Check
Add'! Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'! Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'! Pot. Water Con. Fee
Reel. Water Con. Fee
$84.29
$0.00
$54.79
$65.21
$0.00
$1.57
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Inspect Area:
Plan Check#:
Owner:
HOFFMAN STEPHEN
C/O THE IRIS GROUP
1675 FARADAY AVE
CARLSBAD CA 92008
Meter Size
Add'! Reel. Water Con. Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF
PFF (CFO Fund)
License Tax
License Tax (CFD Fund)
Traffic Impact Fee
Traffic Impact (CFO Fund)
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee
Additional Fees
TOTAL PERMIT FEES
ISSUED
11/15/2004
SB
12/14/2004
12/14/2004
JM
Total Fees: $232.86 Total Payments To Date: $205.86 Balance Due:
B~!}J:~~
----ATTA D s~~c; "'"' .,..
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$27.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$232.86
$27.00
J..1, J..UL.9/04
~------------------------------------C_J(_i(_)2_·~0=1.__,02 C[~a:::,,
Inspector: _/213_
FINAL A.PPRG)\l.AI
Date: /;__,._3 t:)lr ¢2,_j r-Clearance: _____ _
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad 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 nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired.
&iVt
P~MIT ~· LIC~ION ~
FOR OFFICE USE ONLY / LJ
PLAN CHECK NO.~l-/ -l
· . .'L; · f . ~ i ,
C 4 OF C L.:SBAD UILDIN EP~TMENT EST. VAL.---------::,-;:-::::::--.,,.. $0 1635 Faraday Ave., Carlsbad, CA 92008
02
Address (include Bldg/Suite #)
1675 FARADAY
Business Name (at this address)
MODERN POST CARD
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel# Existing Use Proposed Use
Description of Work 1so.!T· {. .c.. ,#of s~~ # of Bedrooms # of Bathrooms
PRINTING PRESS FOUNDATION
i,2, '. ·:Q~ft'TfiGi: PER$0N {it diffetei;i( frodl:applicant) ~Jr' oof 7 ( ,J"'
Gl'..R.Y L. BARTON CORPORATION Ii 700 LONG BEACH BLVD , City
LONG BEACH CA. 90805
Name Address State/Zip Telephone# Fax# f3/-~~~:~Ntogf~iitor · · 'D1Ag~nttorc1ig.7~or F~l"i ·-.. er Ag-ent"torc~"rs~~. . (760). 4'31-70if4
Name Address City State/Zip Telephone#
:fl,,: ... f',139,!;!~R,T,Y,: OV'if~l;B,
Name Address City S.tate/Zip Telephone#
:-s~ ... ;p,or;i r:1JA1troR : c1:>'ivi1;1ANY.'°NAni1e ::
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 b_y a!1y applicant for a permit sublects the aeplicant to a civil J?enal_!y of not more than five hundred dollars [$500]). GARY L. BARTON CORPORATlO~ 4700 LONG BEACH BLVD. LONG B~ACH, CA. 90805 (562) 984-9824
Name
State License# 491123
SPECTRUM ENGINEERING
Designer Name
State License # ___ 3~5~5~5 ____ _
Address
License Class A C-61-D06
14200 CULVER DRIVE "0-10"
Address
City State/Zip 14/ephone #
City Business License u&,_-pJ)f~ t! t:J?c,,f
IRVINE, CA. 92714 (949) 551-3316
City State/Zip Telephone
,v;: WOf!.l<.ERSf QOl\'IP!:!\ISA:rt.ON . . . . . . .
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
KJC I 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 permit is issued.
0 I have 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 worker's compensation insurance carrier and policy number are:
Insurance Company STATE FUND INSURANCE Policy No. 19909-2004 Expiration Date 10-01-05
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS)
0 CERTIFICATE OF EXEMPTION: I ce ify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' C ensation Laws of California.
S->\l}.tll1!,!:!,'nsation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
the c of compensation, damages as provided for in Section 3706 of the Labor cod*e, i terest and attorney's fees.
DATE (Ir-IS--
, : ' ' N~, ' ' , -.. , ' , , , , , ',' , ~ ', : ' , '
ntractor's License Law for the following reason:
0 I, as owner of the property r my e ployees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Profession ode: 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 proving that he did not build or improve for the purpose of sale).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct 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).
0 I am exempt under Section ______ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number/ contractors license number): _____________________________________________ _
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _
PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _
~CQi\llP!,ETl;J:'Hl$1$EC'fJ()N, FQff/-iQN-Jjg~JDEN.fl/J.L BUll,PING PERMi:rs ONLY_
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? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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 DISTRICT.
18, __ ,§..Q,NSTijU~TIQl'fL_Et,IPIN~ ,MENCY. · , · .. . _ . . .
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS ________________________ _
\j:!~, : ,:~!IP~!GANT)Cl,:R.TIFIO~'.flON . :. ··· . · ·, . . . , . .
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned
property for inspection purposes. 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 CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for e
EXPIRATION: Every permit issued b
authorized by such permit is not co enc
at any time after the work is co need f APPLICANT'S SIGNATURE
vations over 5'0" deep and demolition or construction of structures over 3 stories in height.
'ldin icial under the provisions of this Code shall expire by limitation and become null and void if the building or work
in 18 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
riod of 180 days (Section 106.4.4 Uniform Building Code).
DATE __./ /--+--/_;> --o_f __
YELLOW: Applicant PINK: Finance
cuv or Carlsbad
· Final Building Inspection
Dept: Building Engineering Planning CMWD St Lite 'Fi@
Plan Check #: Date: 12/29/2004
Permit#: CB044149 Permit Type: Tl
Project Name: MODERN POST CARD ADD Sub Type: COMM
PRINTING PRESS FOUNDATION
Address: 1675 FARADAY AV Lot: 0
Contact Person: TED Phone: 3104202274
Sewer Dist: CA Water Dist: CA ..........................................................................................................................................................
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __ · _ ...........................................................................................................................................................
City of Carlsbad Bldg Inspection Request
For: 06/29/2005
Permit# CB044149 Inspector Assignment: RB
Title: MODERN POST CARD ADD
Description: PRINTING PRESS FOUNDATION/ 12" FLOOR SINK
Type: Tl
Job Address:
Suite:
Location:
Sub Type: COMM
1675 FARADAY AV
'Lot 0
APPLICANT GARY L. BARTON CORPORATION
Owner: HOFFMAN STEPHEN LIVING TRUST 01-12-05
Remarks:
---
Phone:
Inspector:
Total Time: Requested By: CHRISTIN E
Entered By: CHRISTINE
CD Description Act Comment
19 Final Structural WC----________ ~------------il ______ i)_j: P/2:ffJ £4-q_ lt':z. e
Associated PCRs/CVs
lnsQection Histoiy
Date Description Act lnsp Comments
01/07/2005 21 Underground/Under Floor AP RB
01/07/2005 24 Rough/Topout AP RB
12/29/2004 19 Final Structural Fl JM FOUNDATION ONLY
12/29/2004 29 Final Plumbing WC JM
12/29/2004 39 Final Electrical WC JM
12/29/2004 49 Final Mechanical WC JM
12/23/2004 11 Ftg/Foundation/Piers AP PS
12/20/2004 11 Ftg/Foµndation/Piers PA TP SLAB PORTION, PRE$S FTN.
12/20/2004 12 Steel/Bond Beam PA TP
12/17/2004 11 Ftg/Foundation/Piers CA JM BY TED
12/16/2004 11 Ftg/Foundation/Piers co JM DEEPER STEM THAN APPROVED PLAN
Carlsbad 04-4149
. Novetnber'·24, 2004
. EsGil Corporation
In <Partnersliip witli q,rvernment for <Bui(aing Safety
DATE: November 24, 2004
JURISDICTION: Carlsbad ·
PLAN CHECK NO.: 04-4149
PROJECT ADDRESS: 1675 Faraday
SET:I
PROJECT NAME: Printing Press Foundation for Komori
D ~~NT
D CJ.ua1s) '
D PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially
comply with the jurisdiction's building codes.
IZ] 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed
check list and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at
Esgil Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the
applicant contact person.
D The applicant's copy of the check list has been sent to:
IZJ Esgil Corporation staff did not advise the applicant that the plan check has been-
completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
· IZJ REMARKS: Special inspection is required for the concrete foundation. Please see
attached and have the engineer of work to fill it up.
By:. Bert Domingo
Esgil Corporation
D GA D MB D EJ D PC
Enclosures:
11/16/04 trnsmtl.dot
Carlsbad 04-4149 ::
::.
.. ~--.. ••-• I VV VVL UV-.JU
· November 241 2004
jSPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: I~ 15 fA~A DAY
PLAN CHl=CK NUMBER: fri 4;9 == OWNE~'S NAME: .IRJ S G/2..0lf p
I. as the engin~e arc ·
program as req.um:d-b\l'""UB
Signedc;.r;).~~Jff.-..~~;;:: __ llllllll!!m!-===-~'
/
1.. List of work requiring special insaaetion:
·cffioils Compliance Prior to Fo.urn.fation lns,iectlon
tructural Concrete Over 2500 pfst .
restressed Concrete . . ·-,
ield Welding D High Strength Bolting
t', U4
0 Structural Masonry D Designer Specified
D Expansion/Epoxy Anchors D Sprayed·On Fireproofing 0 Other _____ _
2. Name{s) of indivldual{s) or firm(d) responsible for the speclaf inspections listed
above:
A. ~ILL YA-tJttFPBL ,~~c ~UIL.DltJ~ Q>~uLJMJTS.)
e. ,,~o) 7ZD-J(~S
I
C. -----------------------------
3. Duties of the special inspecto~. for the w<irk fisted a~ove:
A. CO,t;!_~ls; O\J!::P--, '2..'::09£:?§;f
B.
c.
Special Inspectors shall check In with the Cil.y anq /present their *<JentiaJs for approval m:iQLt! beginning work on the job site.·
Carlsbad 04-4149
· November 24, 2004
l\'ALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Bert Domingo
BUILDING ADDRESS: 1675 Faraday
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
-
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg. Permit Fee by Ordinance
PLAN CHECK NO.: 04-4149
DATE: November 24, 2004
TYPE OF CONSTRUCTION:
Reg. VALUE ($)
Mod.
Plan Check Fee by Ordinance $120.ool
Type of Review:
D Repetitive Fee . [3 Repeats
• Based on hourly rate
Comments:
D Complete Review D Structural Only
D Other
0 Hourly 1 j Hour*
Esgil Plan Review Fee $96.ooj
Sheet 1 of 1
macvalue.doc
' ,, ' .
PLANNINC/ENOINEERINC APPROVALS
PERMIT NUMBER CB O'(Lf I I,,..( q.
ADD~ESS lf43< . FA/2.AtfrY
RESIDENTIAL
RESIDENTiAL ADDITION MINOR
C < $10,000.00)
. .
PLANNER ~ ~
/
ENCINEE~ 0
DDcs/Mlsforms/Planning engineering Approvals
DATE )I /1q/6'4 . t
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLACE· FAIRE
COMPLETE OFFICE BUILDINC
DATE 1, /,er ICl?!
DATE ¢it
Carlsbad Fire Department 044149
1635 Faraday Ave.
Carlsbad, CA ,92008 '
Plan Review Requirements Category:
Date of Report: _1_21_01_12_0_0_4 _______ _
Building Plan
Reviewed by:
Name: Cary L. Barton Corp.
Address: 4700 Long Beach Blvd.
City, State: Long Beach CA 90805
Plan Checker: ____________ Job#: _04_4_14_9 ____ _
Job Name: Modern Postcard Bldg#: CB044149 -----------------'---==---
Job Address: 1675 Faraday Ave Ste. or Bldg. No. -----------------
(81 Approved
D Approved
Subject to
D Incomplete
Review
FD Job#
The item you have submitted for review has been approved. The approval is
based on plans, information and/ or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements.
The item you have submitted for review has been approved subject to the
attached conditions. The approval is based on plans, information and/or
specifications provided in your submittal. Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements. Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards.
The item you have submitted for review is incomplete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. Please review carefully all comments
attached. Please resubm.it the necessary plans and / or specifications to this
office for review and approval.
1st
044149
2nd
FD File#
3rd Other Agency ID
' •,,
.., __ ;.
. t~s-·
...............
.. ':"· ~-
C.ity or t;AKLSBAD . ···
BUILDING DEPT. .... :,
. . .......
. ., ...
........... ·
: :
........... ·--. . .
,-, ,. : .. ' \'
. PRINTING PRESS LOAD
PRESS WEIGHT: P := 36000,Jb
PRESS LENGTH: L := 40,ft
PLINTH WEIGHT: wp := 17-in,12-in·ISO,pcf
PRESS UNIFORM
LOAD ON PIT:
p
W:=-+wp 2-L
662 PLF
' . . . ·. "'~
~ : •, 4 C •. • • ' •
., '4 . -d • . . : .... ~
: ~-· ' . ., : · .. ·. ~ . ' ~ ...
. , ' .. .,
·--~"'.4 .... ~ ·.,
Wp = 212pJf
W = 662plf
PRINTING PRESS
36,000 LBS
SPECTRUM f NG/NEERING SERVICES ProJect
Structural Design and Analysis Client
MJ Huszcz, S.E. (949) 551-3316
(SEE PIT DESIGN ON THE FOLLOWING PAGES
662 PLF
.. ..
PRESS PLINTH
EXISTING
SLAB
• •• ~ • :~ ._.s •••• ·."1-------I
q •• 4 .., .
. . : t·' '4 • •••
. ~-· ... · ~ ·.·.,. ~ • 4 ••
. ··. A·· .. "'
<I, ••
i_" .. ··.IJ' • 4
4.~ :• ~. ~ ( ~·· .
PRESS PIT
WALL GEOMETRY AND MAIN REBARS
Sliding Restraint
#5@12.in
@Toe
Designer select
21.in Cone w/ #5@ 12.in o/c
4'-9" 1'-9"' #5@12.in all horiz. reinf.,-----------...i---_.,
@Heel '::-1·" 6'-6"
3'-0" 3'-0"
SPECTRUM f NG/NEERING SERVICES
Structural Design and Analysis
Project MODERN POSTCARD Date By t ~ 1675 Faraday Avenue, Carlsbad Nov 2004 1 V 1 _,_,
Client Job No. Page No.
MJ Huszcz, S.E. (949) 551-3316 Gary L. Barton Corporation 2 of 5
.WALL LOADING AND REACTIONS -.
i DL= 662., LL= 0.#, Ecc= 0.in
Sliding Restraint
Pp= 175.#
240.#
824.65psf
SPECTRUM f NG/NEERING SERVICES Project MODERN POSTCARD Date By ~
1675 Faraday Avenue, Carlsbad Nov 2004 'V' .,,.,, Structural Design and Analysis Client Job No. Page No.
MJ Huszcz, S.E. (949) 551-3316 Gary L. Barton Corporation 3 of 5
' .._
Spectrum Engineering Services
14200 Culver Drive, Suite 0-10
Irvine, CA 92604
'Phone & Fax (949) 551:3316
Title : Modern Postcard
Job# : 041103 Dsgnr: MJH
Description ....
3' Deep Press Pit
This Wall in File: c:\rp61\barton.rp5
Page:.!i.2..E_S
Date: NOV 2,2004
Retain Pro 6.1f, 01-October-2004, (c)1989-2004
Registration#: RP-1113035 Cantilevered Retaining Wall Design Code: 1997 UBC
Criteria Soil Data Footing Dimensions & Strengths
Retained Height = 3.00 ft
Wall height above soil = 0.00 ft
Slope Behind Wall = 0.00: 1
Height of Soil over Toe = 0.00 in
Water height over heel = 0.0 ft
Wind on Stem = 0.0 psf
Allow Soil Bearing = 1,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 30.0 psf/ft
Toe Active Pressure = 30.0 psf/ft
Passive Pressure = 350.0 psf/ft
Soil Density = 110.00 pcf
Footingl!Soil Friction = 0.400
Soil height to ignore
for passive pressure = 0.00 in
Toe Width = 4.75 ft
Heel Width = 1.75
Total Footing Width = 6.50
Footing Thickness = 12.00 in
Key Width = 0.00 in
Key Depth = 0.00 in
Key Distance from Toe = 0.00 ft
re= 4,000 psi Fy = 60,000 psi
Footing Concrete Density = 150.00 pcf
Min. As% = 0.0018
Cover@Top = 2.00in @Btm.= 3.00 in
..,I Sl!lllu.r.ch•a•rlll!g•e•L
111
oa.d.s ______ .. 1 I Lateral Load Applied to Stem
Surcharge Over Heel = 0.0 psf • I Adjacent Footing Load I
NOT Used To Resist Sliding & Overturning
Surcharge Over Toe = 0.0 psf
NOT Used for Sliding & Overturning I Axial Load Applied to Stem I
Axial Dead Load =
Axial Live Load =
Axial Load Eccentricity =
I Design Summary
Wall Stability Ratios
662.0 lbs
0.0 lbs
0.0 in
• Overturning = 35.94 OK
Slab Resists All Sliding !
Total Bearing Load = 2,425 lbs
... resultant ecc. = 15.48 in
Soil Pressure @ Toe = 0 psf OK
Soil Pressure @ Heel = 825 psf OK
Allowable = 1,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 0 psf
ACI Factored @ Heel = 990 psf
Footing Shear@ Toe = 2.5 psi OK
Footing Shear@ Heel = 0.0 psi OK
Allowable = 107.5 psi
Sliding Cales Slab Resists All Sliding !
Lateral Sliding Force = 225.0 lbs
less 100% Passive Force = • 175.0 lbs
less 100% Friction Force = • 969.8
Added Force Req'd = 0.0 lbs OK
... .for 1.5 : 1 Stability = 0.0 lbs OK
Footing Design Results • -1.ruL _Hgfil_
Factored Pressure
Mu': Upward
Mu' : Downward
Mu: Design
=
=
=
=
0
1,976
2,031
55
Actual 1-Way Shear =
Allow 1-Way Shear =
2.53
107.52
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
= #5@12.00in
= #5@12.00in
= None Spec'd
990 psf
0 ft-#
0 ft-#
0 ft-#
0.00 psi
0.00 psi
Lateral Load
... Height to Toi:
... Height to Bottom
=
=
0.0 #/ft
0.00 ft
0.00 ft
I Stem Construction • Top Stem
Stem OK Design height ft= 0.00
Wall Material Above "Ht" = Concrete
Thickness = 21.00
Rebar Size = # 5
Rebar Spacing = 12.00
Rebar Placed at = Edge
Design Data
fb/FB + fa/Fa = 0.008
Total Force @ Section lbs= 216.0
Moment....Actual ft-#= 216.0
Moment. .... Allowable = 26,447.6
Shear ..... Actual psi= 0.9
Shear ..... Allowable psi= 107.5
Lap Splice if Above in= 30.83
Lap Splice if Below in= 8.30
Wall Weight = 262.5
Rebar Depth 'd' in= 19.19
Masonry Data
rm psi=
Fs psi=
Solid Grouting =
Special Inspection =
Modular Ratio 'n' =
Short Term Factor =
Equiv. Solid Thick. =
Masonry Block Type = Normal Weight
Concrete Data
fc psi= 4,000.0
Fy psi= 60,000.0
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
Adjacent Footing Load = 0.0 lbs
Footing Width = 0.00 ft
Eccentricity = 0.00 in
Wall to Ftg CL Dist = 0.00 ft
Footing Type Line Load
Base Above/Below Soil 0.0 ft at Back of Wall =
I.I, I )_.
Spectrum Engineering Services
14200 Culver Drive, Suite 0-10
Irvine, CA 92604
• Phone -&'Fax'(949) 551-3316
Title : Modern Postcard
Job# : 041103 Dsgnr: MJH
Description ....
3' Deep Press Pit
This Wall in File: c:\rp61\barton.rp5
Page: $ OF 5
Date: NOV 2,2004
Retain Pro 6.1f, 01-October-2004, (c)1989-2004
Registration # : RP-1113035 Cantilevered Retaining Wall Design Code: 1997 use
I Summary of Overturning & Resisting Forces & Moments
Item
Heel Active Pressure
Toe Active Pressure
=
=
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
Total =
..... OVERTURNING .....
Force Distance Moment
lbs ft ft-#
240.0 1.33 320.0
-15.0 0.33 -5.0
225.0 O.T.M. = 315.0
Resisting/Overturning Ratio = 35.94
Vertical Loads used for Soil Pressure = 2,424.5 lbs
Vertical component of active pressure NOT used for soil pressure
Soil Over Heel =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe
Surcharge Over Toe =
Stem Weight(s) =
Earth @ Stem Transitions=
Footing Weigh1 =
Key Weight =
Vert. Component =
Total=
. .... RESISTING .....
Force Distance Moment
lbs ft ft-#
662.0
787.5
975.0
6.50
5.63
5.63
3.25
2,424.5 lbs R.M.=
3,723 8
4,429.7
3,168.8
11,322.2
•
-~-
VERTICAL REBARS IN PIT WALLS
• ' ~ ' .. J
·1'-911 3'-0" 1'-9"
I I _'.I I I / _ SLAB,
EXISTING
) I' _\
' I
~--,~t
' CT(
I • ~PRESS Pl 0 ...... T I
0.. ~
<r '"2. ..J
0 !: ~*~
(_r
' -' ,,
'
Project SPECTRUM ENG/NEERING SERVICES
Structural Design and Analysis
MODERN POSTCARD Date By ~
1675 Faraday Avenue, Carlsbad Dec 2004 1 V 1 .,,.,,
Client Job No. Page No.
MJ Huszcz/ S.E. (949) 551-3316 Gary L. Barton Corporation 1 of 1
' . : : ~ '·.·
PRINTING PRESS LOAD
PRESS WEIGHT: P := 36000· lb
PRESS LENGTH: L := 40·ft
PLINTH WEIGHT: wp := 17·in·12·in·150,pcf
PRESS UNIFORM
LOAD ON PIT:
p
W:=-+Wp 2·L
662 PLF
4:. ~-'4 :_ .,· f : ·.
. . ., . . . . . . .~
j.i 4 :/ ··_: i·:
: ~-· •. "1: ·• · ... ~ .
. .· .; . . ..
. ·., 4 . . . .. .
•• 4 • • "'
/ ..
Wp = 212 plf
W = 662plf
PRINTING PRESS
36,000 LBS
' .-' '.... . ''.: .
(SEE PIT DESIGN ON THE FOLLOWING PAGES
662 PLF
.., .. . ..
•. ., .q
PRESS PLINTH
EXISTING
SLAB
· .. ·. ~ ':., .. 4 .... _41--------l . .
: .. -~ ... 4 ·• ~ .... :
~ <-> --~---. ·-.:.-·
. .. ' 4 ....
• •• 4, •• ~: . ··.• ,, . ·, ..
~-~ :· .~\ ~ .. : ·:· .
PRESS PIT
.. ~ .
SPECTRUM ENGINEERING SERVICES
Structural Design and Analysis
Project MODERN POSTCARD Date By /yfJy§fil 1675 Faraday Avenue, Carlsbad Nov 2004 1 v 1 _,_,
Client Job No. Page No.
MJ Huszcz, S.E. (949) 551-3316 Gary L. Barton Corporation 1 of 5
·:,WALL G.EOMETRY AND MAIN REBARS
21.in Concw/#5@12.in o/c
lidinQ Restraint
#5@12.in
@Toe
Designer select
,,, ,.-
',. '-', : -,!ff ~ ,. '
> ..• _'",:;
4'-10" 4'-10"
2"
1'-0"
4'-9" 1'-9" #5@12.in all horiz. reinf. 1"""-t--------_.,,---.i
@Heel
SPECTRUM ENGINEERING SERVICES
Structural Design and Analysis
MJ Huszcz, S.E. (949) 551-3316
6'-6"
Project
Client
MODERN POSTCARD Date
1675 Faraday Avenue, Carlsbad Dec 2004
Job No.
Gary L. Barton Corporation
By ~
Page No.
2 of 5
, . ~~ ', -' . . .
·'. WALL LOADING AND REACTION.S . . '
½ DL= ~L= 0.#, Eoc= O.ln
liding Restraint
509.83#
962.75psf
SPECTRUM ENGINEERING SERVICES Project MODERN POSTCARD Date 8Y ~
1675 Faraday Avenue, Carlsbad Dec 2004 'v' .,,.,, Structural Design and Analysis Client Job No. Page No.
MJ Huszcz/ S.E. (949) 551-3316 Gary L. Barton Corporation 3 of 5
A 'Specfruin Engineering Services
14200 Culver Drive, Suite 0-10
"i'rvine, CA 92604
f!'hone &" FailC (949) 55'-f-3316
Title : Modern Postcard
Job# : 041103 Dsgnr: MJH
Description ....
58" Deep Press Pit
This Wall in File: c:\rp61\barton.rp5
Page:.!1_
Date: DEC 15,2004
Retain Pro 6.1f, 01-October-2004, (c)1989-2004
Registration#: RP-1113035 Cantilevered Retaining Wall Design Code: 1997 UBC
Criteria
Retained Height =
Wall height above soil =
Slope Behind Wall =
Height of Soil over Toe =
Water height over heel =
Wind on Stem =
4.83 ft
0.00 ft
0.00: 1
0.00 in
0.0 ft
0.0 psf
Soil Data
Allow Soil Bearing = 1,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 30.0 psf/ft
Toe Active Pressure = 30.0 psf/ft
Passive Pressure = 350.0 psf/ft
Soil Density = 110.00 pcf
Footingl!Soil Friction = 0.400
Soil height to ignore
for passive pressure = 0.00 in
Footing Dimensions & Strengths
Toe Width
Heel Width
Total Footing Width
Footing Thickness
Key Width
Key Depth
Key Distance from Toe
=
=
=
=
=
4.75 ft
1.75
6.50
12.00 in
0.00 in
0.00 in
0.00 ft
fc = 4,000 psi Fy = 60,000 psi
Footing Concrete Density = 150.00 pcf
Min. As% = 0.0018
Cover@Top = 2.00in @Btm.= 3.00 in
J...._s!lllu.rc.h.a.rg
1111
e.L.o .. a.d.s _____ .1 \ Lateral Load Applied to Stem
Surcharge Over Heel = 0.0 psf • I Adjacent Footing Load • Adjacent Footing Load 0.0 lbs
NOT Used To Resist Sliding & Overturning
Surcharge Over Toe = 0.0 psf
NOT Used for Sliding & Overturning
I Axial Load Applied to Stem I
Axial Dead Load =
Axial Live Load =
Axial Load Eccentricity =
\ Design Summary
Wall Stability Ratios
662.0 lbs
0.0 lbs
0.0 in
• Overturning = 14.23 OK
Slab Resists All Sliding !
Total Bearing Load = 2,905 lbs
... resultant ecc. = 14.86 in
Soil Pressure @ Toe = 0 psf OK
Soil Pressure @ Heel = 963 psf OK
Allowable = 1,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 0 psf
ACI Factored @ Heel = 1,155 psf
Footing Shear@ Toe = 4.9 psi OK
Footing Shear@ Heel = 0.0 psi OK
Allowable = 107.5 psi
Sliding Cales Slab Resists All Sliding !
Lateral Sliding Force = 494.8 lbs
less 100% Passive Force= -175.0 lbs
less 100% Friction Force = • 1,162.0
Added Force Req'd = 0.0 lbs OK
... .for 1.5 : 1 Stability = 0.0 lbs OK
Footing Design Results J
Factored Pressure =
Mu': Upward =
Mu' : Downward =
Mu: Design =
Actual 1-Way Shear =
Allow 1-Way Shear =
Toe Reinforcing =
Heel Reinforcing =
Key Reinforcing =
__IQ.L
0
2,510
2,031
~
479
4.87
107.52
# 5@ 12.00 in
#5@12.00in
None Spec'd
1,155 psf
0 ft-#
0 ft-#
0 ft-#
0.00 psi
0.00 psi
Lateral Load
... Height to Toi:
... Height to Bottom
=
=
=
0.0 #/ft
0.00 ft
0.00 ft
I Stem Construction l Top Stem .,_ _________ .. _ Stern OK
Design height ft= o.oo
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
Design Data
fb/FB + fa/Fa
Total Force @ Section
Moment.. .. Actual
Moment. .... Allowable
Shear ..... Actual
Shear ..... Allowable
Lap Splice if Above
Lap Splice if Below
=
=
=
=
=
=
Concrete
21.00
# 5
12.00
Edge
0.034
559.9 lbs=
ft-#= 901.4
= 26,447.6
psi=
psi=
in=
in=
2.4
107.5
30.83
8.30
Wall Weight = 262.5
=
Footing Width = 0.00 ft
Eccentricity = 0.00 in
Wall to Ftg CL Dist = 0.00 ft
Footing Type Line Load
Base Above/Below Soil 0.0 ft at Back of Wall =
Rebar Depth 'ud' ___ ~in.'..:=:::___1.'._.'.9~.1~9:_ ____ ~,4~~~ Masonry Data -
fm psi=
Fs psi=
Solid Grouting =
Special Inspection =
Modular Ratio 'n' =
Short Term Factor =
Equiv. Solid Thick. =
Masonry Block Type = Normal Weight
Concrete Data --· ----------'+--+-f=:-"~'-IL'f>-LJ,-:;t-1.!-f,+-tt:....,,,..--M
fc psi= 4,000.0
Fy psi= 60,000.0
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
°PA0 No.
4 ~H 5
h r, Spectfum Engineering Services
._ 14200 Culver Drive, Suite 0-10
!rvine, CA 92604 ~ Phone i Fax"(949) 551-3316
Title : Modern Postcard
Job# : 041103 Dsgnr: MJH
Description ....
58" Deep Press Pit
This Wall in File: c:\rp61\barton.rp5
Page:2_
Date: DEC 15,2004
Retain Pro 6.1f, 01-October-2004, (c)1989-2004
Registration#: RP-1113035 Cantilevered Retaining Wall Design Code: 1997 UBC
I Summary of Overturning & Resisting Forces & Moments
Item
Heel Active Pressure
Toe Active Pressure
=
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
Total =
..... OVERTURNING ..... Force Distance Moment
lbs ft ft-#
509.8
-15.0
1.94
0.33
494.8 O.T.M. =
990.8
-5.0
985.8
Resisting/Overturning Ratio = 14.23
Vertical Loads used for Soil Pressure= 2,904.9 lbs
Vertical component of active pressure NOT used for soil pressure
Soil Over Heel
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe = Surcharge Over Toe = Stem Weight(s)
Earth @ Stem Transitions=
Footing Weigh! = Key Weight = Vert. Component =
Total=
. .... RESISTING .....
Force Distance Moment
lbs ft ft-#
6.50
662.0 5.63
1,267.9 5.63
975.0 3.25
2,904.9 lbs R.M.=
3,723.8
7,131.8
3,168.8
14,024.3
•