HomeMy WebLinkAbout1 LEGOLAND DR; DUPLO; CB981578; PermitB U I L D I N G P E R M I T Permit No: CB981578
Prqject No: A9603436
Develo-pmeht; N-o~ F1305001
07 /21/9B 07: 57 ·
· Pa.ge 1 of 1
Job Address: ·1 LEGO DR Su1; te: . ·
Permit Type~ COMMERCIAL BUILDING
Parcel No: 211-022-16-00 Lot#:
Valuation~ O
Occupancy·Group: Referenc~#:
Description: SAFARI RIDE_-:DUPLO -CUSTER~LEGO
-: FOUNDATION ONLY
Coi1struction Type:
C-S-972027 · St'atti.${
Applied:
1-\pr/Issue:
Entered By:
7,6·0 804 83 5 5
A:PF ;.·:\OVAL
MEW
)'.SSUED
05/2j,/98
07/21/98
RMA
· D. A-r~ s. zo .. f 'j_-
lNSP •. '-"'~---i..
·CLEARANCE _____________ _
-CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbat;l, CA 92009 (619) 438-1161 ·
V Pf/PU?-17 · wz -;7
FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHEeK NO. _ qg (5! ~
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
EST. VAL.-----~----
Plan Ck. Deposit -,-.-c---~r___,,;. __ ~
Address (include Bldg/Suite #) Busiryess Name (anhis address)·
Legal Description .Lot No.: Subdivision Name/Number Uriit No. Phase No. Total # of units
Name
. :3,
Name
Name
:s;, : CONTRACTOR---:cc'.>MPANY'NA~E::::--1:·
Existing Use
le C ""-s.
SQ. FT.
Address
Proposed Use
#of Stories # of,Beilrooms #·of Bathrooms·
·city S.tate/Zip Telephone#
(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 Convactor' 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
Any violation of Se ·on 7031.5 by any applicant for · permits bject_s the applicant to a civil penalty of not more·than five hundred.dollars [$5001).
Name City State/Zip Telephone#
State License # License Class City Business License #
Designer Name Address City , State/Zip Telephone
State License # _________ _
.6. ' 'WORKERS'. ·coMPENSAflor,):.}:': __ ·:~ ;-::,: C. ,• ··,' .:;>::::i:?~?:~:-,\:,:~-:.~ _;,.~';;'.';-~::i-0:..,:?:'::::::---;r:::-~~;;;',!_lJ.':J'~1;';:t;rr;iZI~
' Workers: Compensation Declaration: I hereby affirm under penalty of perjury one of the followin\l declarations:
0 I have and will maintain a certificate of consent to self-insure for workers' compensation.as provid!!d by Section 3700 of the l:abor 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 worl<er's compensation insurance carrier and policy number·are; ·
Insurance Company--------'-------'----'--'-----'---Policy No. ___ _,. ___ ...,..____ Expiration Date _______ _
(THIS SECTION NEED NOT BE COMPLETED IFTHE PERMIT.is FOR ONE HUNDR_ED DOLLARS ($1001 OR LESS)·
0 CERTIFICATE OF EXEMPTION: I certify 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' Compensation Laws of Califprnia.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to-criminal penalties and .civil fines up to one hundred
thousand dollars ($100,000), in addition to the co~t of compensation, damages as provided for, in Section 3706 of the Labor code, interest and-attorney's fees,
SIGNATl,lRE _ DATE------"----
·7, -OWNER-BUILDER:DE«;:til;fl.O,T)Qtf·.:.:,·.' -:_·:;:,,: ·'.;::'; _;.):;_:. F>t~.''.~(:··· , .. :-., .. ca;:.,:~,
I hereby affirm that I am exe,mpt from the Contractor's License Law for the following .reason:
0 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 Contractor's License Law deres not apply to an,owrier of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that su,;:h 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 pu'rpose of sale).
I, as owner of the property, am exclusively contracting with licensed i:ont_ractors t_o construct the project (Sec. 7044, Business and Professions ·Code: The
actor'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 tor this reason:
1,
2.
3.
I personally plan to provide the major labor and materials-for construction of the.proposed property impr.ovein!mt. 0 YES ONO
l~ave not) signed an application for a builc!ing permit for the proposed work. · ·, ·
~ontracted _with the following person (firm) to-provide_ the proposed constructign !il')clude narne / addr!!SS / 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 (inclu<;fe name (address-/ phone
number/ contractors license number):. ______ '----'---'-------'-----------'----------'---'-----'------'-------
5. I will provide.some of th~
of work):. ________ -;-~--;:::T--/-;l----;:-;;:---'--'--t-----'----,'-"---------...-°"-t::::.._--::--+?"r::;;-----------
Is the applicant or future building occupant required to submit a business plan, acutely· hazardous mater_ials registration form or risk management and p_reyention
program under Sections 2~505, 25533 or 25534 of-the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO
Is the applicant or future buildfng ·occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES [J 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 Al~ POLLUTION CONTROL DISTRICT.
'8;_~:. :q~N~t~ucf1¢N.i:~ijpjijq.'A~i~~cx:'l·
I hereby affirm that there is a construction _lending agency for the performance of the work tor-which. this p~rmit is issued (Sec. 3097(i) Civil Code).
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 al!thorize representatives of the Citt of Ca'rlsbad 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,
J!JDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
·, (
City of Carlsbad Inspection Request
For: 2/24/99 .
Permit# CB981578
Title: SAFARI RIDE-DU PLO CUSTER-LEGO
Description: FOUNDATION ONLY
Type:COM
Job Address:
Suite:
Location:
Sub Type:
1 LEGO-DR
Lot
ll..PPLICANT : LEGOLANO CARLSBAD, INC
Owner: LEGOLAND CARL.SBAD INC <LF> LEGO
Remarks:
Total Time:
CD Description .
19 Final Structural
29 Final .Plumbing
39 Final Electrical
49 Final Mechanical
Comments
Inspector Assignment: PD __ ..,.........
Phone: 7609300099
Inspect.or:# L
Requested By: KEVIN
l;:nt$red By: CHRISTINE
-. -· -----------------------------------------
Inspection History
Date Description
2/4/99 14 Frame/Steel/Bolting/Welding
10/13/98 11 Ftg/Foundation/Piers
J
Act
PA
AP
lnsp Comments
PD
PD
<* :, CltY 01 Carlsbad
~ ·; Final~Building lnspacuon
~ •.-.:p..... ... .
FEB 2 6 1999
CITY OF CARLSBAD
Dept: Building Eifg·_ifiwing Planning CMWD St Lite Fir~ E GINEERING DEPARTMENT
Plan Check #:
Permit#:
Project Name:
Address:
CB981578
SAFARI RIDE~DUPLO CUSTER-LEGO
FOL/NDATION ONLY
1 LEGO DR
Contact Person: KEVIN Phone: 760930009'9
Sewer Dist: CA Water Dist: CA
'Lot:
Pate: 2/24/99
Permit Type: . COM
_Sub Type:
•••••••• •• •••••••••••••• ••••• •••••in•••i••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••·
Inspected a:::: Date 3(v61 -~-By: Inspected: Approved:. . . _ 01sapproved: -·--_
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected; . Approved: _ Disapproved: __
Comments:----------,.--------------------'------------------------
CIIJ of Carlsbad
· Final Building Inspection
Dept: Building Engineering <!!.'-!1..!1n~..;, CMWD St Lite Fire
Plan Check #:
Permit#:
Project Name:
Address:
CB981578 . '.1':__0
SAFARI RIDE~DUPLO CUSTER-LEGO
FOUNDATION ONLY·
1 LEGO DR
Contact Person: KEVIN Phone: 7609300099
. Water Dist: CA Sewer Dist: CA
Date: . . -~~~!:l~-~_..:.;i;,;,. ---
Permit Type: -'COM
Sub Type:
Lot:
...........................................................................................................................................................
Inspected Date . /.
By: rJf, Inspected: . J/, · 7,-(,, • tt'tf Approved: V . Disapproved: __
Inspected Date
By: Inspected: .Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __
a 81 81 I I 11 SI I IS 11 II I I II 11 SI I I I I 111 II as I all as I I aa I IS a I aa IS I SI 111 SI al a I a I aaa aa II ISIS I SS SS I I I IS aa1 ·~··· aa a SS I la_lSI I all I a1'a IS I II I I I I 91 S SI I I a all I I I I I I I Ill IIS SI aal
Comments:-----------.,-----.----....,....--------------------......... ---------,------
Citv of Carlsbad
-Final Building lnspecuon
Dept: Building Engine(!ring Planning ·~~WP-·st Lite Fire
Plan Check#:
Permit#: CB981578
Project Name: SAFARI RIDE-DUPLO CUSTER-LEGO
FOUNDATION ONLY
Address: 1 LEGO DR
Contact Person: KEVIN Phone: 7609300099
Sewer Dist: CA Water Dist: CA
0ijte: 2/24/99
Permit Type: COM
Sub Type:
Lot:
...........................................................................................................................................................
I~ d<.J:t:Dat;, . /VI . /
B · ~~'(nspected: 7? -'? ~~Approve~ Disapproved:--._
I pected '-..~ate -
By:-------~--Inspected: _ App.roved: ___ Disapproved: __ _
Inspected Date
By: __________ Inspected: ------''-----Approved:---=-'-'---· Disapproved: __
I 1111111111 I I 81 II II II I I I I I I I II I I Ill II~·· II II I I 1111 I I 11111i1111a I I I I I I I I II II Ill II 11111IIIII111111111 I I I I I 1,1II11111111 I II Ill I! Ii I I 11191111 I II I I I I I I I I I II II II 111
Comments: _______ ,__,-,---------'-----------------'---------
• "1·.~, Cltv of Carlsbad
~ ·; Fina1·.Building .1nspacuon ··v· . . ,
Dept: Building Engineering Planning CMWD $[Cite Fire
Plan Check#:
Pennit#:
Project Name:
Address:
CB981578
SAFARI RIDE-DUPLO CUSTER-LEGO
FOUNDATION ONLY
1 LEGO DR
Date: 2/24/99
Pennit Type: COM
Sub Type:_
lot:
Contact Person: KEVIN Phone: 7609300099
Sewer Dist: CA WaterDist: CA
·········································•······················································•········•·•·············•·································
Inspected Uf)___ Date z.J21t By: Inspected:. Approved: ~approved:~-. _
Inspected Date
By: Inspected: . Approved: --,---Disapproved: __
Inspected Date
By: Inspected: . Approved: ___ Disapproved: __
····························································································~······························································
Comments: -----------------------,-----,..----------------'--------
SEE
MULTIPLE
SPECIAL INSPECTIONS
SCANNED
SEPARATELY
CB972027 .IS THE . .
PLAN CHECK NUMBER FOR
MANY OTHER CB 1 S
ALSO SEE
<
CB971460(OUTER PARK)
CB971465(ADMIN BLDG)
#
SEP 17 '98 13: 52 FR PSI CORO.NA CA .909 272.42?1 TO SAN DIEGO P.09/ld':i
REPOllT OF DAILY BUJLT-UP ROOFING INSPECTION
OWNER: Lego Land Estates, Iil.c. PROJECT: Lego Family Park USA
Cannon Road, Carlsbad, -CA
GENERAL CONTRACTOR: Bernards Brothers Construction
SUPERINTENDENT'S NAME: Chuck -Schneider
ROOFING CONTRACTOR: Hayden. Roofing Company
DATE: Sept 16, 1998,
Areas worked: Safari Ride
REPORT NO: 059-70202 , 219-77044 (57)-9 19
-------------------------% Project Completed:._ .... 9 __ 8~%~·-------
Weather: cloudy morning Temperature: 60 °F to
Roofing foreman: Bill Sellen Crew Size:·_5 __ Time Worked: .6:30 a.tn. to 4:00 p.m.
Cant Size: 3" Type of Drain:...,s=c=up.,p..,.e=r-=-s __________ ~Cricket size/slope: 1/2" per foot
80 op
Deck Type: metal Clean: yes Dry: yes Slope:~1/~4-11...,p=e~r ~foo~t ______ _
Material Protection: On pallets? yes Covered? yes Labeled? yes Dry? ...;y=e-=-s ____ _
Base Ply: GS Glasbase Base Sheet. #25. Attachment: solid hot moru,ed
Spacing: ::...:N=/A'-=-----------------------------
Roof Ply Type: Flintglas Type.IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified
Number of Piles: Three Application Method:--=s=ol=idaa.=ho=t'-m=o..,.p _______ _
Surfacing: Type: rock Embedment:----"h=o ... t ___ as""'p=h=al...,t _________ _
Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.==MB=F __________ _
Attachment Method: solid hot mop Fastener: I" concrete nails Spacing: 9" O.C.
Bitumen: Type: III Bulle shipment or carton? ___ =car=to=n __________ _
(EVT °F) Kettle Temp: 9:00 a.m. 490°F 10:~0 a.m. 500 °F -12:QQ_p .. m. off °F
Rooftop Temp.: __ a.m._°F _n.m. °F __p.m. _°F
Edge Metal Type: n/a Gauge: _____ _
Counter Flashing: Type: n/a Gauge: ____ _
Night Seal: none ·
Debris Removed: yes Penetrations Sealed: yes Test Cut: -=no=--------
COMMENTS:
1. Screwed down 3" Polyiso boar~ witq perlite backing to deck with 8 plates per board.
2. Solid mopped perlite tapered board in corners for crickets.
3. Mopped cant strip to insulation. ·
4. Primed walls.
5. Solid mopped base to insulation,
6. Installed 2 scuppers in mastic and nailed to walls and primed.
7. Solid mopped poly base at scuppers and 1 pipe jack and primed.
8. Solid mopped modified cap to roof. ·
9. Solid mopped modified cap to base flashing and nailed with concrete nails, 9" O.C.
10. Mastic around scuppers and pipe jack.
I 1. Solid mopped rock onto roof.
NOTE: Mastic dry base flashing laps
Pipe for pipe jack needs to be installed and clamped.
PSI INSPECTOR: Bert Mantik
Professional Service Industries, Inc., 3~0 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230
** TOTAL PAGE.09 **
Dept: Building Engineering Planning CMWD St Lite Fire
Plan Check#:
Permit#:
Project Name:
CB981578
SAFARI RIGE-DUPLO CUSTER-LEGO
FOUNDATION ONLY
Date:
Permit Type,
Sub Type:
2/24/99
COM
~ rE rc rE ~ ~7 ~ R1l
Address: 1 LEGO DR Lot: MAR :..-s 199·9 ; )
Contact Person: KEVIN Phone: 7609300099 LJ.
~M ~ ~M~ =====~-' ;~~~;~~~ ...................................... ~:;~ ...................................................... 7 ... ,.flY-., .................. ._ .. .
By: V"tJt Inspected: ) O . Approved: . Disapproved: __
Inspected Date
By: lnspecteq: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __
··························································-·····························~···································································
Comments:-----------------------------,---....... .,...,...------
· l.., tr!';;/ Information
~.,. ®To Build On
Engineering • Consulting ~ Testing
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR:
DATE:
FIELD DATA:
MR. DAVID CATTLE
LEGOLAND ESTATES INC
5600 AVENIDA ENCINAS
SUITE 130
CARLSBAD, CA 92008
November 17, 1998
LOCATION OF PLACEMENT CAISSONS AT SAFARI LAND
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT, %
AIR TEMPERATURE,°F
November 17, 1998
05:00 pm
6
62
CONCRETE TEMPERATURE,°F 71
DATE RECEIVED IN LAB November 18, 1998
FIELD DATA SUBMITIED BY PSI\JOSE CASAS
MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX
PROJECT: LEGOLAND THEME PARK
CARLSBAD, CALIFORNIA
OUR REPORT NO.:059-70202-1030
SUPPLIER PALOMAR TRANSIT MIX
DELIVERY TICKET NO./TRUCK NO. 8 710 9 8
MIX NUMBERAND PROPORTIONS 3 2 3 0 0 3
CEMENT
WATER
FINE AGGRlWATE
COARSE AGGREGATE
ADMIXTURE
COMPRESSION 'fEST RESULTS
LABORATORY NUMBER
18292
18292
18292
18292
SPECIFICATIONS
REMARKS:
SPECIMEN TEST
IDENTIFICATIO 1 AGE DATE OF OR SET NO. (DAYS) TEST
A 7 11/24/98
B 28 12/15/98
C 28 12/15/98
D
28
K Cylinders made by PSI representative.
Cylinders made by Architect's or
Contractor's representative.
ASTMC39-94
TOTAL CYLINDER
WAD DIAMETER (LBS.) (IN.)
70000 6.00
90000 6.00
102000 6.00
Cylinders· picked up by PSI K representative.
Cylinders delivered to PSI laboratory.
. CYLINDER COMPRESSIVE
AREA STRENGTH (SQ.IN.) (PSI)· TYPE OF BREAK
28.27 2480 Cone
28.27 3i80 Cone
28.27 3610 Cone
3000
X Test results comply with applicable
speclfical!ons.
Test resul_ts do·not comply with
applicable speclfications.
ALL CYLINDERS CAPPED IN ACCORDANCE WITH CC>'NF M
TECHNICIAN: JOSE CASAS Respectfully submitted,
cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD iii! JZ:-es, Inc.
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLm:sTED AND MAY NOT BE INDICATIVE Of THE ENTlllDNCRETE PLACEMENT.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN fULL. WITHOIYRITTEN PE:RMISSION BY PROFESSIONAL SE:R,VICE: INDUSfRIEIS;C.
PSI A-200-4 l4)F
DISTRICT MANAGER
Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·,,
EsGU Corporatio:n
'l:n. Partnersliip witli (jovemment for rf3uifainp Safetg
DATE: June 18, 1998
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-1518
PROJECT AODRESS: 1 Lego Dr.
PROJECT NAME: Safari Ride
SE:T: I
D APP.LICANT ~ CJ PLAN REVIEWER
D FILE
~ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's bLJilding codes.
D 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 Esgif
Corporation until corrected plans are submitted for recheck.
D The applicanfs copy of.the check list is enclosed for th.a jurisdiction to forward to the applicant
contact person. -
D 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.
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
[g] REMARKS: Based on Ca~lsbad Policy 98-51, only the foundations were reviewed.
By: Kurt Culver
Esgil Corporation
D GA D CM D EJ D PC log
Enclosures:
trnstn!l.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
' .
EsGil Corpo.ration
'l.n !Partners/i.ip wit/i. (jovetn.ment Jot '.BuiUing Safetg
DATE: June 9, 1998
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-1578
PROJECT ADDRESS: 1 Lego Dr.
PROJECT NAME: Safari Ride
· SET:I
0 APPLICANT
.PJURIS.
0 PLAN REVIEWER
0 FILE
' . D The plans transmitted .herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will ·substantially comply with the jurisdiction's building codes
when minor ·deficiencies identified below are resolved ahd checl<ed 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.
[8J The transmittal comments below are transmitted herewith is for your information. The plans are
being held at Esgil Corporation until corrected plans are submitted for r_echeck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
cg:] The applicant's copy of the check list has been :sent to:
Gina Yu (fax)
D Esgil Corporation staff did not advise the applicant that the plan check has been completed.
~ Esgil Corporation staff did advise the ~ppli.9ant that the plan check has been completed.
Person contacted: Gina Yu Telephone#:
Date contacted: (by'. fax) Fax. #: (760) 804-7950
Mail Telephone ·Fax In Person
~ REMARKS: There is insufficient information on the plans to provide a complete structural
review. Please show all members sizes, connections, etc.
By: Kurt Culver
Esgil Corporation
D GA D CM D EJ D PC
Enclosures:
5/26/98 trnsmtl.dot
9320 Chesapeake Drive, Suite ,208 + San Diego, California 92123 + (619) 560:.1468 + Fax (619) 560-1576
... *
Carlsbad 98-1578
June 9, 1998
VALUATION ANO PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Kurt Culver
BUILDING ADDRESS: 1 Lego-Dr.
BUILDING OCCUPANCY:
BUILDING PORTION -BUH .. DING AREA
(ft.2)
--
-
--
Air Condit1ontna
Fire Sprinklers
TOTAL VALUE
PLAN CHECK NO.: 98-1578
DATE: June 9, 1998
TYPE OF CONSTRUCTION:
VALUATION VALUE
MULTIPLIER {$)
--" --
-'
, -
D 199 UBC Building Permit Fee D -Bldg. Permit Fee by ordinance: $
D 199 UBC Plan Check Fee O ,.PlanCheck Fee by'ordinance: $
Type of Review: · D Complete Revie~ ~ Structural Only ~ Hourly
D Repetitive Fee Applic~ble D Other:
-Esgil Plan Review Fee: $ 87.15
Comments: Esgil -fee = 1 hours @ $87 .15/hr.
Sheet 1 of 1
macvalue.doc 5196
City ·of Carlsbad
M3h·h,t4§Uh·l•l4·Silii,t§Ui
BUILDING PLANCH.ECK CHECKl:.IST
DATE: 6-/$ .-7_<!3 PlANCHECKNO.: · CB~c8 }$ /~
BUILDING ADDRESS: 0-#c C:..~D ;?),-, . -.
PROJECT DESCRIPTION: V¢ : -Sqe;&.;' L,,,~ e.,,
ASSESSOR'S PARCEL NUMBER: _______ .,...,,..._______ E:ST. VALUE:
ENGINEl:RING DEPARTMENT
APPROVAL DENIAL
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 fiell;i modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can reslllt in
suspension of permit to build.
Please . see the attached report of deficiencies
marked with 0: Make necessary corrections to ·plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to thi~ office for review.
A Right-of-Way permit is required prior to
construction of the following improvements:
l;ly:
Sy:
By:
--------
------,----------------
Date:
Date:
Date:
. . . " FOROFFICIAL USE ONLY
By:
R1NG.:Au1HoR1ZAt10N:tciissuE:suito1NG PERMIT;.··
: ····::. ·-?-·.. · .. -~-.:--.·.·Date: ·6--/S /78
ENGINEERING DEPT. CONTACT PERSON
Name: • Frank Jimeno
City of Carlsbad
ATTACHMENTS
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checkiist
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application ·
Right-of-Way Permit' Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
Phone: (619) 438-1161, ext. 4501
CFD INFORMATION
Parcel Map No:
· Lots:
.Recordation:
Carlsbad Tract:
I\LASPALMAS\SYSIIJBRARYIENGIWORDIDOCS\CHKLSl\Buiidino Plancheck Cklsl BP0001 Form FJ.doc ,. . -.
A-4
Rev.e/3/972075 Las Pal'mas Dr.• Carisbad, CA 92009-~57(;, • (619) 438-1161 • FAX (619) 438-0894
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PLANNING DEPARTMENT
BUILDIN'G PLAN: CHECK REVIEW C~f ECKLIST
Plan Chec,k No .. CB;98: IS't8' Address, (?Vle LE<;o LJc,ve
Planner LJo('1 Ney Phone (619-) 438-11 61 , extension o/'414/C
APN: II-ro--09,
I
Type of Project and Use:.l.cLLUPJ.!2.S:::::':114§.:::ll:2;c.,L. ____ Project Density: A..///9-~
Zanin': C:-_ -.-· qelieral Plan: .7=,£ Facilities Manag~ment Zone: _/3 __ .-__
CF~ li_n 1~~~~-~ --+-~ate of .~~r~iciJJ~ti~
1
n: I*2-ff.3Remaining net dev acres: 2~
. . ,, ' ' . . ' ' '
., : · · · ·-'. .(.Fo~ n~i,.,.r~~ide~tial-' development: Type of land used created by
tbis permit: ./J// CT"o/c. ~,.-,erci,q{ Use..s:.m+ )
. . ~e.n-!iRed 01'1 +Ae. cliaf'"-f:
Legend: -~ Item c~'rnpl~t~· Ci2:J·· ltem·lncomplete -Needs your action
Environmental Review 'Required: YES __ .-____ NO~ TYPE ___ _
DATE OF COMPLETION: .-S---29-97
Compliance with conditions of approval? If not,. state conditions which require action.
Conditions of Approval: · --------,---,,------,_-....--------------
Discretionary Actio11·R~qUir~b,-,,,_r-YES ___ NO_)( TYPE __ --'-_
C~. 01 I ~ ""iO . .S--20-'77..._
APPROVAL/RESO. NO. /!c."ll=-~f«:8t/bATE ½-IC_;,'? 7
PROJECT NO.. 5¢/J ·9{;-/if _ -..
OTHER RELATED CASES: _-_C:_..() __ /J ___ 9 ..... G __ -__ -ll_t; _____ . ------'--------------
Compliance with conditions or approval? If not,· .state conditions which require action.
Conditions of Approval: _ -~--,-~--~-~,-----------------
Coastal Zone Assessment/Compliance
Project site ,located in Coastal Zone? YES )( NO __
CA Coastal Commission Authority? YE$_-_-_N0---2( _
If California Coastal Commission Authorit'{: Contac{ them-at -3111 Camino Del Rio North, Suite
200, San Diego 'CA 92108-1725; (619) '521-8036
Determine status-(Coastal Permit Required or Exempt):
Coastal Permit Determination Forrn already completed?
If NO, complete Cocistal Permit Determinatior:, Form now.
Coastal Permit Determination Log #:
Follow-Up Actfons:
deceived_ (dJJ'-'lG-1£
YES NO
1 ) Stamp Building Plans a~ "Exempt" c,r ,;Coc:lstal Permit Required" (at minimum
· Floor Plans). . ' I
. 2) Complete Coastal-_:Permit_Detern,jnation Log as needed.
lnclusionary Housing Fee required: YES __ NO_){
(Effective date of lnclusionary Housing Ordinance -May 21, 1993.)
Data Entry Completed? YES __ NO __ .
(Enter CB #; ·UACT; NEXT12; Construct housing Y /N; Enter Fee Amount (See fee schedule for amount); Return)
Site Plan:
l. Provide a fully dimensional ~.i~~ plan drawn to scale. Show: North arrow,
property lines, easements, existing and propose9 ·structures, streets, existing
street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.. Show -!-lie loc.a.-fier1 o-P-/Jloft:'Sed /~/t:Jve-,en7S
o.n Q ..Si-/e /J/(;f~ ~ err?-?'re. ;tJctrl:., 2. Provide legal description ot property and assessor's parcel number.
Zoning:
1 . Setbacks: .See -S<Jfl 9b-/c/
Required Front: -------Interior Side: Required ______ _
Street Side: Required ______ _
Rear: Required -------
~~02. Accessory structure setbacks:
Front: Required._,_' _____ _
Interior Side: Required' -------Street Side: Required __ ~ ____ _
Rear: Required _· ,_:_·, ____ _
Structure separation: Required -------
3. Lot Coverage: Required ______ _
4. Height: Required -------
5. Parking: · Spaces .Required ______ _
Guest Spaces Required -------
Shown -------Shown -------Shown -------Shown -------
Shown -------Shown -------Shown -------Shown -------Shown -------
Shown -------
Shown -------
Shown -------
Shown -------
. D· D o· Additional Comments _________________________ _
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 7-/6-9(1""
City of Carlsbad . . . _
Fire Department
9213D4
• Bureau of Prevention
Plan Review: Requirements Catego·ry: Building Pl~n Check
Date of Report: Wednesday, June 3, 1998 . Reviewed by:__,.~~· ~-Ii~-·--'------
Contact Name Gina Yu
Address 5342 Armada Dr ---------------------~
City, State Carlsbad CA 92009
Bldg. Dept. No. CB981518 Planning No.
Job Name Lego DC Safari Ride
Job Address 5342 Armada ------'---.,.-------~-------,---Ste. or Bldg. No. ---'---
~ Approved -The item you have submitted for review has been approved. The approval .;s
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. 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. ·
D Disapproved -Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use On.ly.
Review 1st. __ _ 2nd __ _ 3rd_'-~-
Other Agency ID
CFD Job# __ 92_1_3_D_4_ File# ___ _
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
Jeep l Safari Ride
•
··· .. ~
"· •
•
Statical calculation
for the supporting framework of a jeep
Producer; Metallbau Emmeln, Eichenstr. 58, D-49733 Haren/Emmeln
Basis of Calculation
(German Standard)
DIN 1055 Design Loads
DIN 18800 Steel Construction
DIN 4112. Flying Buildings
Construction Materials
•
•
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STATISCHE
BERECHNUNG
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Ing.-BOro Dieter HUer Rheiner Str. 59 49809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 6485 Pos. ·; 1 I 1 Seite
ABACUS-PROGRAMM V2.1
VERSION: 3D
S T U R
S T A B W E R K E
HUELIN/37 /21.10.97
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!..1Aff1!>1".\--i .,.._ ,f.-o.._._~WO•t.._ 0~ 0. \ l!er
Fahrzeu~rahmen fUr Jeep
s y s T E M : Systemdatei: STUR37 .DAT
\/\.0 clc. too rel i v,e.-l e ~
KNOTEN-KOORDINATEN (Max. Knotendifferenz, eingeg. :
\'\otlt. t 0; ,,.;..
KNOTEN X(m) Y(m) KNOTEN X(m)
1 0.000 0.090 2 0.330
3 ·o. 330 0.090 4 0.800
5 1.130 0.090 6 1.130
7 1.460 0.000 8 1.460
9 1.690 0.200 10 0.000
11 0.800 0.33'0 12 0.000
13 0.800 0.520 14 0.000
15 0.330 Q.850 16 0.330
17 0.800 0.760 18 1.130
19 1.130 0.650 20· 1. Ci.60
21 1.4.60 0.650 22 1.690
Atft.\Gt:lE.~t~GUNGEN (C: Senkfedern, D: Drehfedern)
IMde..
KNOTEN
2
7
15
20
Cz(kN/m)
1.0000E+09
1.0000E+09
1.0000E+09
1.0000E+09
Dx(kNm)
0.0000
0.0000
0.0000
0.0000
Dy(kNm)
0.0000
0.0000
0.0000
0.0000
ct, .. ,.~..._i.·,ov.~ pl-o-f c,o,;.~ ·t·e.cJ.;o...,_
QUERSCHNITTSKENNGR~SSEN:
QNR. TYP E( N/mm2)
G( N/mm2)
1 210000.
81000.
·2 210000.
81000.
3 210000.
81000.
Iy(m4) A(m2)
Iz(m4.) It(m4)
2.600QOOE-06 0.000000
0.000000 2.8QOOOOE-07
4.500000E-08 0.000000
0.000000 9.4.00000E-09
1.600000E-08 0.000000
0.000000 3.'.200000E-08
13 optimiert: 4.)
Y(m)
0.000
0.090
0.200
0.200
0.330
0.520
0.760
0.760
0.760
0.850
0.650
Fak.Iy Fak. g
Fak.Iz Fak.It i.ooo 0.000
1.000 1.000
1.000 0.000
1.000 1.000
1.000 0.000
1.000 1.000
•
•
•
Ing. -BUro Die_ter HUer Rheiher Str. 59 4.9809 Lingen Tel. 0591 /911176-0
Fax 0591/911176-6
-Auftr.-Nr.: 97 6485
e \~"'-'h•-+ d..o • .\.°'-
ST ABKENNGRtiSSEN
Randknoten KA, KE
Z: Zugstab (s. QNR)
1
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2
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*
3
*
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4
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7
*
8
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9
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10
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11
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12
*
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"'
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KA RA(BNT)
S (m) QNR.
KE RE(BNT)
1 222
0.330 1
3 222
3 222
0.4.70 1
4. 222
4. ·222
0. 330 · 1
5 222
5 222
0.110 1
6 222
6 222
0.330 1
8 222
8 222
0.230 1
9 222
1 222
0.24.0 1
10
10
222
222
0.190 1
12 222
12 222
0.240 1
14. 222
4 222
0. 24.0 1
11 222
11 222
0.190 1
13
13
0.24.0
17
10
0 .• 800
11
12
0.800
·13
14
0.330
16
222
222
1
222
222
1
222
222
1
222
222
1
222
Fos. : 1 I 2· Seite 5
~e1 ..... , ..... Randbed i ngungen RA, RE ( BNT ) :
B:~-egJn1g N:Normalkraft T:Torsion 11..-\~""" 'o\111¥\. 1: ~lenkig 1:~erachieblich 1:gelenkig
2:biegesteif 2:~nverschieblich 2:torsionssteif ,.,.,; ~
GAMMA Iys(m4) It(m4)
0.00 2.60Q00E-06 2.80000E-07
0.00 2.60000E-06 2.B0000E-07
0.00 2.60000E-06 2.80000E-07
o_oo 2.60000E-06 2.BooooE-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.600Q0E-06 '2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60000E-06 2.80000E-07
0.00 2.60Q00E-06 2.80000E-07
0.00 2.6Q000E-06 2.80000E-07
•
•
•
Ing.-BUro Dieter HUer Rheiner Str. 59 49809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 6485 Pos.: 1 I
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16
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17
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18
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19
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21
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26
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27
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loc,.rh
KA RA(BNT)
S(m) QNR. GAMMA
KE RE(BNT)
Iys(m4) It(m4)
16 222
0.470 1 0.00 2.60000E-06 2.80000E-07
17 222
17 222
0.330 · 1 0.00 2.60000E-06 2.8QOOOE-07
1~ 222
18 222
0.110 1 ·o.oo 2.60000E-06 2.?,0000E-07
19 222
19 222
0.330 1 0.00 2.60000E-06 2.80000E-07
21 222
21 222
0.230 1 0.00 2.60000E-06 2.80000E-07
22 222
6 222
0.450 1 0.00 2.60000E-06 2.BOOOOE-07
19 222
9 222
0.450 1 o·.oo 2.60000E-06 2.80000E-07
22 222
8 222
0.450 2 0.00 4.50000E-08 9.40000E-09
21 222
2 222
0.090 3 0.00 1.60000E-08 3.20000E-08
3 222
16 222
0.090 3 0.00 1.60000E-08 3.20000E-08
15 222
7 222
0.200 3 0 .. 00 1.60000E-08 3.20000E-08
8 222
21 222
0.200 3 0.00 1.60000E-08 3.20000E-08
20 222
3 Seite 6
L A S T E N Lastdatei: STUR37 .DAT
c.o~+.,._.._,(. l-oll-cl. r.; ... ~\c. l,oc,,L
F STR: Streckenla·sten Ql, Q2 (kN/m), F EIN: Ein"zellasten Ql (kN)
M STR: Streckenmomente Q1,Q2(kNm/m), MEIN: Einzelmomente Ql(kNm)
G Generierte Lasten infolge Eigengewicht
V Vor spannung, XS: NVO, YS, ZS : . MVO
D STR: Stabverformungen Q1,Q2=Kappa*1E5, XS: Dehnung, YS,ZS: KrUmmung
I STR: Imperfektionen Q1=1/PSIO Vorverdrehg., Q2=L/WO (VO) VorkrUmmg.
EF E-Linie Normal-, Querkr~fte EM : E-Linie Momente
LR Globale Lastrichtungen: X,Y,Z, Stabbezogene Lastrtg.: XS,YS,ZS
•
•
•
Ing.-BUro Dieter HUer Rheiner Str. 59 49809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 6485 Pos. : 1
loo cl.co.~ c:.. tlo.oL \-o.._.L
1: Eigengewicht LASTFALL
STAB
1
2
3
5
6
7
8
9
15
16
17
18
19
20
21
22
LASTFALL
STAB
3
17
LASTFALL
STAB
2
LR ART
Z F STR
Z F STR
Z F STR
Z F STR
Z F STR
Z F STR ·
Z F STR
Z F STR
Z F STR
Z. F STR
Z F STR
z
z
z
z
z
z
F STR
F STR
F STR
F STR
F STR
F STR
A(mJ
0.000
0.000
a.boo
Q.000
Q.000
0.000
0.000
-0.000
0.000
0.000
0.000
0.000
0.000
O.CJOO
0.000
0.000
0.000
B(m)
0.330
0.470
0.330
0.110
0.330
0:230
0.240
0.190
0.240
0.330
0.470
0.330·
0.110
0.330
0.230
0.450
0.450
l;" e. \o a.II;. le. 7' C).\.. •!Arel;"'•
2: Verkehrslast beim Einlteigen
LR ART
Z FEIN
z FEIN
A(m)
0.100
0.100
B(m)
· live.. \o~t.l. ~y ct..:"''"'~ .
3: Verkehrslast beim ~ahren
LR ART
Z FEIN
.A (m)
0.070
B(m)
13 z FEIN 0.400
I
Ql
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
Ql
0.750
0.750
Q1
0.375
0.375
4 Seite 7
Faktor G: 0.000
Q2
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
0.290
Faktor G: 0.000
Q2
Faktor G: 0.000
Q2
•
•
•
Ing.-BUro DLeter HUer Rheiner Str. 59 4.9809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 64.85
STAB
14
16
LR ART
z
z
FEIN
FEIN
s,...._,_ of-t-:..~ lo~et:..
Summe der Lasten
LF 1
LF 2
LF 3
t"'{'ft'~ ,-eo.d-,o,..:.
A(m)
0.400
0.070
Rz'CkN)
1. 499
1.500
1.500
Pos. : 1
B(m)
A U F L A G E R R E A K T I O N E N :
i";""'+ KNOTEN
2 LF l
2 LF 2
2 LF 3
7 LF 1
7 LF 2 ./
7 LF 3
15 LF l
15 LF 2
15 LF 3
20 LF 1
20 LF 2
20 LF 3
Summe
LF 1
LF 2
LF 3
Az(kN)
0.4.07
0.372
0.704.
0.34.2
0.378
0.04.6
0.4.07
0.372
0.704.
0.34.2
0.378
0.04.6
Az(kN)
1.4.99
1.500
1.500
Mx(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
O.QOO
0.000
0.000
0.000
0.000
0.000
My'(kNm)
0.000
0.000
Q.000
0.000
0.000
0.000
0.000
0.000·
0.000
0.000
0.000
0.000
I
Ql
0.375
0.375
5
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Seite
Q2
S T A B V E R F O R M U N G E N + S C H N I T T G R O S S E N :
'uc,.""" ~~·N·.,.+ STAB K Xs(m) Ws(cm)
1 1 LF 1 0.00 0.00
1 1 LF 2 0.00 -Q.01
1 l LF 3 0.00 0.01
1
1
1
2
2
2
2
2
3 LF. 1
3 LF 2
3 LF .3
3 LF 1
3 LF 2
3 LF 3
0 LF 1
0 LF 2
0.33
0. 33,
0.33
0.00
0.00
0.00
0.07
0 .. 07
0.01
0.01 o.oi
0.01
0.01
0.01
0.01
0.01
Mt(kNm)
-0.02
-0.02
-0.04.
-0.02
-0.02
-0.04
0.02
0.01
0.03
0.02
0.01
Mb(kNm)
0.00
0.00
0.00
-0.05
0.00
-0.06
-0.05
0.00
-0.06
-0.03
0.02
G(kN)
-0.10
0.00
-0.19
-0.19
0.00
-0.19
0.21
0.37
0.51
0.19
0.37
8
Ing.-BUro Dieter Htler Rheiner Str. 59 4.9809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr. -Nr.: 97 64.85 Pos.: l I 6 Seite 9 • STAB KN Xs(m) Ws(cm) Mt(kNm) Mb(kNm) Q(kN)
2 0 LF 3 0.07 0.01 0.03 -0.02 0.51
2 0 LF l 0.07 0. 0-l 0.02 -0.03 0.19
2 0 LF 2 0.07 0.01 0.01 0.02 0.37
2 0 LF 3 0.07 0 .. 01 0.03 -0.02 0.14.
2 4. LF 1 0.4.7 0.02 0.02 0.02 0.08
2 4. LF 2 0.47 0.03 0.01 0.17 0.37
2 4. LF 3 0.4.7 0.01 0.03 0.03 0. 14.
3 4. LF 1 0.00 0.02 0.00 0.02 0.08
3 4. LF 2 0.00 0.03 0.00 0.17 0.37
3 4. LF 3 0.00 0.01 o.oo 0.03 -0.05
3 0 LF 1 0.10 0.02 0.00 0.03 0.05
3 0 LF 2 0.10 0.04. 0.00 0.21 0.'37
3 0 LF ;, 0.10 0.01 0.00 0.03 -0.05
3 0 LF 1. 0.10 0.02 0.00 0.03 0.05
3 0 LF 2 0.10 0.04. 0.00 0.21 -0.38
3 0 LF 3 0.10 0.01 0.00 0.03 -0.05
3 5 LF 1 0.33 0.03 0.00 0.03 -0.02
3 5 LF 2 0.33 0.05 0.00 0.12 -0.38
3 5 LF 3 0.33 0.01 0.00 0.02 -0.05 • 4. 5 LF 1 0.00 o. 0_3 -0.03 0.00 -0.02
4. 5 LF 2 0.00 0.05 -0.12 0.00 -0.38
4. 5 LF 3 0.00 ,d. 01 -0.02 0.00 -0.05
4. 6 LF 1 0.11 0.03 -0.03 o.oo -0.05
4. 6 LF 2 0.11 0.05 -0.12. -0.04. -0.38
4. 6 LF 3 0.11 0.01 -0.02 o.oo -0.05
5 6 LF l 0.00 0.03 -0.02 0.03 -0.11
5 6 LF 2 0.00 0.05 -0.03 0.12 -0.38
5 6 LF 3 0.00 0.01 0.00 0.02 -0.05
5 8 LF 1 0.33 0.03 -0.02 -0.02 -0.21
5 8 LF 2 0.33 0.04. -0.03 0.00 -0.38
5 8 LF' 3 0.33 0.00 o.oo 0.00 -0.05
6 8 LF 1 0.00 0.03 0.03 -0.02 0.13
6 8 LF 2 0.00 0.04. 0.03 0.00 0.00
6 8 LF 3 0.00 0.00 0.00 0.00 0.00
6 9 LF. l 0.23 0.04. 0.03 0.00 0.07
6 9 LF 2 0.23 0.03 0.03 0.00 0.00
6 9 LF 3 0.23 0.00 0.00 0.00 0.00
7 1 LF 1 0.00 0.00 0.00 0.02 0.10
·-7 1 LF 2 0.00 -0.01· o.oo 0.02 0.00 • 7 1 LF 3 0.00 0.01 o.oo 0.04. 0.19
Ing.-Btlro Dieter HUer Rheiner Str. 59 4.9809 Lingen Tel.0591/911176-C
Fax 0591/911176-6
• Auftr.-Nr.: 97 64.85 Fos.: 1 I 7 Seite 10
STAB KN Xs(m) Ws(cm) Mt(kNm). Mb(kNm) Q(kN)
7 10 LF 1· 0.24 o.oo 0.00 0.04. 0.03
7 10 LF 2 0.24. -0.01 0.00 0.02 0.00
7 10 LF 3 0-.24 0.01 0.00 0.08 0.19
8 10 LF 1 0.00 0.00 0.00 0.04. 0.03
8 10 LF 2 0.00 -0.01 0.00 0.02 0.00
8 10 LF 3 0.00 .o. 01 0.00 0.08 0.00
8 12 LF 1 0.19 0.00 0.00 0.04 -0.03
8 12 LF 2 0.19 -0.01 0.00 0.02 0.00
8 12 LF 3 0.19 0.01 0.00 0.08 0.00
9 12 LF 1 0.00 0.00 0.00 0.04 -0.03
9 12 LF 2 0.00 -0.01 0.00 0.02 0.00
9 12 LF 3 0.00 0.01 0.00 0.08 -0.19
9 14 LF 1 0.24 0.00 0.00 0.02 -0.10
9 14 LF 2 0.24 -0.01 0.00 0.02 0.00
9 14 LF 3 0.24. 0.01 0.00 0.04 -0.19
10 4 LF 1 0.00 0.02 0.00 0.02 . 0.00
10 4 LF 2 0.00 0.03 0.01 0.01 0.00
10 4. LF 3 0.00 0.01 b.00 0.02 0.19
10 11 LF 1 0.24 0.02 0.00 0.02 0.00 • 10 11 LF 2 0.24 0.03 0.01 0.01 0.00
10 11 LF 3 0.24 0.01 0.00 0.07 0.19
11 11 LF 1 0.00 0.02 0.00 0.02 0.00
11 11 LF 2 0.00 0.03 0.00 0.01 0.00
11 11 LF 3 0.00 0. 01· 0.00 0.07 0.00
11 13 LF 1 0 .. 19 0.02 0.00 0.02 0.00
11 13 LF 2 0.19 0.03 0.00 0.01 0.00
11 13 LF 3 0.19 0.01 0.00 0.07 0.00
12 13 LF 1 0.00 0.02 0.00 0.02 0.00
12 13 LF 2 0.00 0.03 -0.01 0.01 0.00
12 13 LF 3 0.00 0.01 0.00 0.07 -0.19
12 17 LF 1 0.24 0.02 0.00 0.02 0.00
12 17 LF 2 0.24 0.03 -0.01 0.01 0.00
12 17 LF 3 0.24 0.01 0.00 0.02 -0.19
13 10 LF 1 o.oo 0.00 0.00 0.00 0.00
13 10 LF 2 0.00 -ci.01 0.00 0.00 0.00
13 10 LF 3 0.00 0.01 0.00 0.00 0.19
13 0 LF 1 0.40 0.01 0.00 0.00 0.00
13 0 LF 2 0.40 0.01 0.00 o.oo 0.00
13 0 LF 3 0.4.0 0.01 0.00 0.07 0.19
• 13 0 LF 1 0.40 0.01 0.00 0.00 0.00
13 0 LF 2 0.40 0.01 0.00 o.oo 0.00
Ing.-BUro Dieter HUer Rheiner Str. 59 49809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 6485 P-os.: 1 I 8 Seite 11 • STAB KN Xs(m) Ws(cm) Mt(kNm) Mb(kNm) Q(kN)
13 0 LF 3 0.40 0.01 0.00 -0.07 -0.19
13 11 LF 1 0.80 0.02 0.00 0.00 0.00
13 11 LF 2 0.80 0.03 0.00 0.01 0.00
13 11 LF 3 0.80 0.01 0.00 0.00 -0.19
14 12 LF 1 0.00 0.00 0.00 0.00 o.oo
14 12 LF 2 0.00 -0.01 o.oo 0.00 0.00
14 12 LF 3 0.00 0.01 0.00 0.00 0.19
14 0 LF 1 0.40 0.01 0.00 0.00 0.00
14 0 LF 2 0.40 0.01 0.00 0.00 0.00
14 0 LF 3 0.40 0.01 0.00 0.07 0.19
14 0 LF 1 0.40 0.01 0.00 0.00 0.00
14 0 LF 2 0.40 0.01 0.00 0.00 0.00
14 0 LF 3 0.40 o.oi o.oo 0.07 -0.19
14 13 LF 1 0.80 0.02 0.00 0.00 0.00
14 13 LF 2 0.80 0.03 0.00 0.01 : 0.00
14 13 LF 3 0.80 O.Oi 0.00 0.00 :-0.19
15 14. LF 1 0.00 0.00 0.02 0.00 -0.10
15 14. LF 2 0.00 -0.01 0.02 0.00 0.00
15 14 LF 3 0.00 0.01 0. 04' 0.00 -0.19 • 15 16 LF 1 0.33 0.01 0.02 -0.05 -0.19
15 16 LF 2 0.33 O.Ql 0.02 0.00 0.00
15 16 LF 3 0.33 0.01 0.04 -0.06 -0.19
16 16 LF 1 0.00 0.01 -0.02 -0.05 0.21
16 16 LF 2 0.00 0.01 -o. 01 -0.00 0.37
16 16 LF 3 0.00 0.01 -0.03 -0.06 0.51
16 0 LF 1 0.07 0.01 -0.02 -0.03 0.19
16 0 LF 2 0.07 0.01 -0.01 0.02 0.37
16 0 LF 3 0.07 0.01 -0.03 -0.02 0.51
16 0 LF 1 O.Q7 d.01 -0.02 -0.03 0.19
16 0 LF 2 0.07 0.01 -0.01 0.02 0.37
16 0 LF 3 0.07 0.01 -0.03 -0.02 0. 14.
16 17 LF 1 0.47 0.02 -0.02 0.02 0.08
16 17 LF 2 0.47 0.03 -0.01 0.17 0.37
16 17 LF 3 0.47 0.01 -0.03 0.03 0.14
17 17 LF 1 0.00 0.02 0.00 0.02 0.08
17 17 LF 2 0.00 0.03 0.00 0.17 0.37
17 17 LF 3 0.00 0.01 0.00 0.03 -0.05
17 Cl LF 1 0.10 0.02 0.00 0.03 0.05
17 0 LF 2 0.10 0.04 0.00 0.21 0.37 • 17 0 LF 3 0.10 0. 0:1, 0.00 0.03 -0.05
Ing.-8Uro Dieter HUer Rheiner Str. 59 49809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 64.85 Pos. : 1 I 9 Seite 12 • STAB KN Xs(m) Ws(cm) Mt(kNm) Mb(kNm) Q(kN)
17 0 LF 1 0.10 0.02 0.00 0.03 0.05
17 0 LF 2 0.10 0.04. 0.00 0.21 -0.38
17 0 LF 3 0.10 o .. 01 0.00 0.03 -0.05
17 18 LF 1 0.33 0.03 0.00 0.03 -0.02
17 18 LF 2 0.33 0.05 0.00 0.12 -0.38
17 18 LF 3 0.33. 0.01 0.00 0.02 -0.05
18 18 LF 1 0.00 0.03 0.03 0.00 -0.02
18 18 LF 2 0.00 0.05 0.12 0.00 -0.38
18 18 LF 3 0.00 0.01 0.02 0.00 -0.05
18 19 LF 1 O.li 0.03 0.03 0.00 -0.05
18 19 LF 2 0.11 0.05 0.12 -0.04. -0.38
18 19 LF 3 0.11 0.01 0.02 0.00 -0.05
19 19 LF 1 0.00 0.03 0.02 0.03 -0.11
19 19 LF 2 0.00 0.05 0.03 0.12 -0.38
19 -19 LF 3 0.00 · 0.01 0.00 0.02 -0.05
19 21 LF 1 0.33 o. 0,3 0.02 -0.02 :..0.21
19 21 LF 2 0.33 0.04. 0.03 0.00 ;_0.38
19 21 -LF 3 0. 33. 0.00 0.00 0.00 -0.05
20 21 LF l 0.00 0.03 -0.03 -0.02 0.13 • 20 21 LF .2 0.00 0.04. -0.03 0.00 0.00
20 21 LF 3 Cl.DO 0.00 0.00 0.00 0.00
20 22 LF 1 0.23 0.04. -0.03 0.00 0.07
20 22 LF 2 0.23 0.03 -0.03 Cl.DO 0.00
20 22 LF 3 0.23 0.00 0.00 0.00 0.00
21 6 LF 1 O.Od 0.03 0.00 0.02 0.07
2l. 6 LF 2 0.00 0.05 0.00 -0.01 0.00
21 6 LF 3 0.00 0.01 o;oo 0.00 0.00
21 19 LF 1 0.45 0.03 0.00 0.02 -0.07
21 19 LF 2 0.4.5 0.05 0.00 -0.01 Cl.DO
21 19 LF 3 0.4.5 0.01 Cl.OD Cl.DO 0.00
22 9 LF 1 0.00 0.04 0.00 0.03 0.07
22 9 LF 2 0.00 0.03 0.00 0.03 0.00
22 9 LF 3 0.00 0-. oo 0.00 0.00 0.00
22 22 LF 1 0.4.5 0.04. 0.00 0.03 i-o. o7
22 22 LF 2 0.4.5 0.03 -1J. 00 0.03 0.00
22 22 LF 3 0.4.5 0.00 0.00 0.00 0.00
23 8 LF l 0.00 0.03 0.00 0.01 0.00
23. 8 LF 2 0.00 0.04. Cl.DO 0.02 0.00
23 8 LF 3 Cl.OD o.oo 0.00 0.00 0.00
• 23 21 LF 1 0.4.5 o.o3 0.00 0.01 0.00
23 21 LF 2 0.45 0.04. Cl.DO 0.02 Cl.DO
Ing.-Btlro Dieter Htler Rheiner Str. 59 4.9809 Lingen Tel.0591/911176-0
Fax 0591/911176-6
Auftr.-Nr.: 97 64.85 Pos. : 1 I 10 Seite 13 • STAB KN Xs(m) Ws(cm) Mt(kNm) Mb(kNm) Q(kN)
23 21 LF 3 0.4.5 0.00 0.00 0.00 0.00
24. 2 LF 1 0.00 0.00 ·0.00 0.00 0.4.1 -
24. 2 LF 2 0.00 0.00 0.00 0.00 0.37
24. 2 LF 3 0.00 0.00 0.00 0.00 0.70
24. 3 LF l 0.09 0.01 0.00 0.04. 0. 4.1
24. 3 LF 2 0.09 0.01 0.00 0.03 0.37
24. 3 LF 3 0.09 0.01 0.00 0.06 0.70
25 16 LF 1 0.00 0.01 0.00 0.04. -0.4.1
25 16 LF 2 0.00 0.01 0.00 0.03 -0.37
25 16 LF 3 0 .. 00 0.01 0.00 0.06 -0.70
25 15 LF 1 0.09 0.00 0.00 0.00 -0.4.1
25 15 LF 2 0.09 0.00 0.00 0.00 -0.37
25 15 LF 3 0.09 0.00 0.00 0.00 -0.70
26 7 LF 1 0.00 0.00 0.00 0.00 b.34.
26 7 LF 2 0.00 0.00 0.00 0.00 · o. 38
26 7 LF 3 0.00 0.00 0.00 0.00 0.05
26 8 LF 1 0.20 0.03 0.00 0.07 0.34.
26 8 LF 2 0.20 0.04. 0.00 0.08 0.38
26 8 LF 3 0.20 0.00 0.00 0.01 0.05 • 27 21 LF 1 0.00 0.03 0.00 0.07 -0.34.
27 21 LF 2· 0.00 0. 0,4. 0.00 0.08 -0.38
27 21 LF 3 0.00 0.00 0.00 0.01 -0.05
27 20 LF 1 0.20 0 .. 00 0.00 0.00 -0.34.
27 20 LF 2 0.20 0.00 0.00 0.00 -0.38
27 20 LF 3 0.20 0.00 0.00 0.00 -0.05
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