HomeMy WebLinkAbout1 Legoland Dr; ; CBC2017-0423; PermitPrint Date: 07/23/2018
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
1 Legoland Dr
BLDG-Commercial
2111000900
$4,000.00
Commercial Permit
Work Class: Tenant Improvement
Lot#:
Reference#:
Construction Type
Bathrooms:
Orig. Plan Check#:
Plan Check#:
Description: LEGOLAND: MODIFY EXISTING PEDESTRIAN BRIDGE GUARD-RAIL & DECKING
Applicant: Owner:
ETHOS ARCHITECTURE
DANIEL STEWART
LEGOLAND CALIFORNIA LLC
24542 Creekview Dr
LAGUNA HILLS, CA 92653
949-607-8016
Po Box 543185 C/0 Property Tax Service Co
DALLAS, TX 75354
FEE
BUILDING PERMIT FEE $2000+
BUILDING PLAN CHECK FEE (BLDG)
ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
MANUAL BUILDING PLAN CHECK FEE
MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
SB1473 BUILDING STANDARDS FEE
STRONG MOTION-COMMERCIAL
Total Fees: $ 293.86 Total Payments To Date : $ 293.86
(city of
Carlsbad
Permit No: CBC2017-0423
Status:
Applied:
Issued:
Permit
Finaled:
Inspector:
Final
Inspection:
Closed - Expired
08/04/2017
09/01/2017
AMOUNT
$61.74
$43.22
$41.00
$106.78
$39.00
$1.00
$1.12
Balance Due: $0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." 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 you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
EXPIRED PERMIT
PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C.
SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030
DATE7-~3-/8 SIGNATURE pe12_ MlK~ p ·
'
Building Division
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
THE FOLLOWING APPROVALS REQUIRED PRIOR TO PER111T ISSUANCE: OPLANflNG DENGIEERING 0BUILOIIG OARE OllfALTH 0HAZIIATIAPCD
{ Cicyof Bullcllng Permit Application Plan Check No-Ce>C, 2,01, -C>4 2..,3
1635 Faraday Ave., Carlsbad, CA 92008 Est. Value $4,000.00
Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Depostt email: building@cartsbadca.gov
www.car1sbadc:a.gov Date' r\-t..1-I "'1 ISWPPP
JOBADORESS 1 LEGOLAND Drive, Carlsbad, CA 92008 IUIIH/SNCB/UNII'* n/a IAPN 211-1 00-09-00
CT/PIIOJECT. ·PLOT. ,+PHASE. lr OF UNll'S ~1 BE11ROOMS , BA1HROOMS f~-__ NAME
LOT 18 OF CARLSBA TRACT #94-0 OF CAR SBAD NCH UNm, 2&3. MAP# 3408. lv~alYPE I N;Ap
DESCRIPnON OF WORK: fnclMde Sfpla,e FNt of All'8cllld Anlll(sJ
EXISTING WOOD PEDESTRIAN BRIDGE, PROPOSED AL TEAED WOOD PEDESTRIAN BRIDGE.
SCOPE OF WORK:
REMOVE EXISTING GUARD-RAIL AND RAILING. CUT EXISTING POSTS TO BE FLUSH WITH EXISTING DECKING.
INSTALL NEW GUARD-RAIL POSTS AND RAILINGS. INSTALL NEW DECKING OVER THE TOP OF EXISTING DECKING.
EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF} I DECKS (SF} FIREPLACE IAIR CONDrrK>NING 'FIRE SPRINKLERS
A-5 A-5 n/a n/a n/a YESD No(K] YESl]]No0 YESOC)N<CJ
~C:O::e Daniel Stewart PROf'fR1Y OWNER NAME Play U.S. ACQuisitionco Inc. ADDRESS ADDRESS
24542 Creekview Drive 1 LEGOLAND Drive
crrvlaguna Hills STATE CA ZIP 92653 crrv Carlsbad STATE CAZIP 92008
PHONE IFAX PHONE rAX 949-607-8016 none 760-429-8942 none
EMAIL , daniels@ethosarch.com EMAIL Chris.Brzezicki@merlinentertainments.biz
DESIGN PROFUSIONAL Scott Holcomb, Ethos Architecture CONTRACfOR aus. NAME McCarthy Building Companies, Inc.
ADDRESS ADDRESS 9275 Sky Park Court, #200 24542 Creekview Drive
crrv STATE ZIP CITY STATE ZIP Laguna Hills CA 92653 San Dieao CA 92123
PH0~~9-6Q7-8Q16 IFAX none ,~8-784-0347 'FAX none
EMAIL scotth@ethosarch.com EMAIL . dave DWeigel@mccarthy.com
rTATELIC .• c-31801 STl'.TEUC.#
IM'1~ •• l~iz;~,c; Architect Ll 111'13
(Sec. 7031.5 Business and Professions Code: 11.rri City or County which requires a permit to constr11'1,_ alter, im~. demolish Of repair any 5'1'11cture, prior to its is&llance, also P!Klllires the applcant for such pennit to file a signed statement tfiat he iS licensed pursuant to the l)fovisions of u,e Cont,actor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he iS exem!ll therefrom, and tile basis for the alleged a,i:emption. ~ viollltion of Section 7031.5 by any appHcamfor a pennit subjects the applicant to a civil penalty of not more than fl\ie hundred dolars ($500)).
WORKERS' COMPENSATION
Wcnaa' CCJ11111811S111 lledarallull: I her!Jby dm undllf peneJ1'f of fJl1IP1Y one of lh& liiilDwillg li9dlnlilns: B I have and wlll maintain I C8ltlllc:llle of coi-.t ID Nlf-laum for workers' compei isalion as provided by Seclion 3100 of lhe Labor Code, for 1118 per(ormanca of the Y«lO"k for which Ibis pannit is issued.
I have 111d d lllllnllin -11M' conw,ensatlon, as reqlinKI by Seclion 3700 of the Labor Code, for the performance of lhe wm forwhidl tis permit is issued. My WIJIMtS' compeilSllliorl insirm carrier and polcy
numberare:murancaea. Af(J\ll lno.tmn IM in.UH Cl Y1CL PolcyNo. 5iV'I/G I iO,?,~ ExpiralionDale 04:/ 01 / { ~
11*,section need not be ~ I the panri is for one hund~ dollllS ($100) or lass. LI C8'llflclda of EDnlptian: 1 C8IUfy lhat in Ille pem)lllllll ic:e al lhe WOii! for which lhis permit ls issued, 1 shal not employ..,, peraon in any rnamar so ss kl beaJme 5UbjlH:l to the Wodcels' ~ Laws of
Galfamia. WARNING: fllhn to MCUl9 llffllll'I' compl"8lllon 1:0ffl191 ls uni.M, n 1111111 subjld: an employlr ID crlmnl pllllllliN 11111 llhll llm up ta GIii huntlrad lllcumld dDllaA (1,100,0001, In
addlllan ID tha ~ of CGlllplnSlllan, damllflll5 as pnmd8d far In Sac:tiGn 3106 of tha La11ar coda, inllnlt Mil allonlllfs faas.
,I$ CONTRAC10R SIGNATURE ~'{)
I hfnlly llffifm lllat / 11111 IIXllll¥)f from CGnlrlN;(o(s LWflS9 Lllw for the foflowing 1811S011: 0 ~ as owtier al the properly or my emplayees wilh wages as !hair sole compensation, wil do the WOik and the strumJle is not inlendBd or offefad for sale (Sec. 7044, BusineSs and l'lolessiOnS Code: The CMtradOl"s
License Law does not apptf to an awner af piqllllly who lllikls or inpRM!S lhenlon, end who does sud1 WOik himsel or 1hrough his own ~. provided lhel u:11 ~ ant not inlended or offered for
sale. If, hoWBVer, lhe ru~ or ~ is 90l:I willin ooe )'11111' of completion, lhe owner-lJUiller wil have lhe bllnlen of pro'lilg lhal he did not 1.Juitl or improw for lhe pgposa al sale). D l as C7Ml8I' of the properly, am exc:llsMly ainlrading wilh lcensed oonlraclols to consllllcl the pmjed (Sec. 7044, Business and Professions Code: The ConlradDl's Licanse Law does not awt, to an owner of
properly who bllilds or ~ thBl8on, and mnlratls b" such projad& wilh contrador{s) lcensed pllBlliffll lo lhe Conlraclor's license Law). D I am exampt lnlar SediDn Businass and Professions Code for this reason:
1. I peisonalJ plan to provide the major labor anl rnaterilllll for conslndon of the propmaJ property imp111vemenl. 0Yes Do
2. I (have I have nol) si!Jllld an llp!JicatiDll for a buil:ing pennil: ill' the pcoposed WDlk.
3. I have conlractad wilh Ille folDwing panil1R (finn) to plOVide Iha proposed oonstrudiOn (ind.de name address I phone I eonlradDrs' lcllllse number):
4. I plan kl provide portions of the work, but I hawe Ind lhe falawing person kl axlldinate, supelVise ;n1 provide the major work (IIICbla name I address I phone/ IXJlllraclus' lcanse rurrm):
5. I wil provide some of the 'Mllk, bul I have contracted (hied} the follwing pe1S011S to pltlVide lhe work indical9d (ind.de name I addnlss I phone I type of work):
.a! Pktl'ERFt OWNER SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY
Is lhe applicant or fulure bullcing occupant reqlired lo submit a business plan, ~ hazardous ma1.-ragislratioo form or risk management and prevention pR98'fl under 5eclions 25505, 25533 or 25534 of lhe
Presley-Tanner Hazardous Subslanc:e Account Ad? Yes [fg]
le lhe facif,ty ta be cooslrudad wilnn 1,000 flol d: Iha OUl8r bcundary of a school sila? Yes No
Is Ille applicant or fulunl btilding occupant reqlinld to ob!ain a permit from ltii ar pollution conlrnl district or air qit agemant clislrid? Yes l!fil
F ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY IIAY NOT BE ISSUED UN APPUCANf HAS MET OR IS MEETING THE REQUIREIIEH1'S OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
inbmatlDn is mnec:tand 1hlltthe illformalian on the plans is amnale. I agree ta carnpt,wilh allQr-.-11111 Sba i.s llllallng ID buiklng construction.
enlerl4JOl'l lleaboWI rnriooed Jlqie,lyfor i1spedot pi.rposes. I ALSO AGREE TO SAVE, INDEMNFY AND KEEP HARM.ESS THE CITY OF CARLSBAD
S 'NHICH MA.YIN ANYWAY ACCRUE AGAINST SAD CITY IN CONSEQUENCE OF THE GR.ANTIIIG OF THIS PERMIT.
derrdim or CllllSlrucoon of strucues over 3 sbies in heqll.
· · of tis Code shall eicpie by mlaliOn and beaJme rd and void f lhe blildPJ or wad! aumized by such pemil is nctamnei iced witlin ~f!Nt:~~m 17/ such pennl is suspended or ataidoned ataiy1ine aller lhewod! is m11raiced b'a period ol 1~da)'s (Sedkln 10:i.4.4 IH!nn Blillq Code).
,.65 APf'UCANT'S SIGNATURE DATE 08/04/2017
STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
Fu (760) 602-8560, Email building@carlsbadca.gov or llall lhe completed fonn to City of C8rlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008.
CO#: (Office UM Only)
CONTACT NAME OCCUPANJ NAME
ADDRESS BUILDING ADDRESS
CITY STATE ZIP CITY STATE
Carlsbad CA
PHONE FAX
EMAIL OCCUPANT'S BUS. LIC. No.
DELIVERY OPIIONS
PICK UP: CONTACT (Listed above) OCCUPANT (Usted above)
CONTRACTOR (On Pg.1)
MAIL TO: CONTACT (Listed abowe)
CONTRACTOR (On Pg, 1)
OCCUPANT (Listed above)
MAIL/ FAX TO OTHER: _________ _
J6S APPLICANT'S 51GHATURE
NO CHANGE IN USE/ NO CONSTRUCTION
CHANGE OF USE/ NO CONSTRUCTION
DATE
ZIP
,,.
{. City of
Carlsbad
February 01, 2018
Owner/Tenant
1 LEGOLAND DR
Carlsbad CA 92008"4610
PERMIT NUMBER: CBC2017-0423
RE: BUILDING PERMIT EXPIRATION ISSUE DATE: 09/01/2017
PERMIT TYPE: BLDG-Commercial, Tenant Improvement ADDRESS: 1 LEGOLAND DR
Our records indicate that your building permit will expire by limitation oftime on 03/19/2018.
18.04.030 Section 105.5 amended -Expiration:
Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become
nu II and void if the building or work authorized by such permit is not commenced within 180 calendar days from the
date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is
commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three
calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee
has obtained a required inspection approval of work authorized by the permit by the Building Official within 180
calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not
obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial
commencement of work authorized by such permit.
Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one
half the amount required for a new permit for such work, and provided that no changes have been made or will be
made in the original plans and specifications for such work, and provided further that such suspension or
abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall
pay a new permit fee.
Any permittee holding an unexpired permit may apply for an extension of time within which work may commence
under that permit when the permittee is unable to commence work within the time period required by this section
for good and satisfactory reasons.
Please check below indicating your intentions and return this letter to us.
D Project abandoned. A new permit will be obtained prior to commencing work.
D Permit 180 day extension request, with written explanation including phone number and email address.
Request will not be considered without explanation
D Renewal permit requested.
If the project has been completed and only a final inspection is needed, please call the inspection request line at
(760) 602-2725.
If you have any questions, please contact the Building Inspection Division at 760-602-2700.
Community & Economic Development
Building Division I 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
""'t 'fa ~· "' ,, "' ~ ' h , " J ,, w" ' ~ ' ,. " :~ :'/ '<'' R.iJ~fVIIT,iNSPECTION HISTOR'C'.REPO~T °CCBC2()17-0423)
4,+•" , ii<¥8'"J~1 -Ev:l,A } 0 "
Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: LEGOLAND CALIFORNIA LLC
Work Class: Tenant Improvement Issue Date: 09/01/2017 Subdivision: CARLSBAD TCT#94-09 UNIT#02 &
03
Status: Closed· Expired Expiration Date: 03/19/2018 Address: 1 Legoland Dr
IVR Number: 5499 Carlsbad, CA 92008
Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete
09/19/2017 09/19/2017 BLDG-14 035112-2017 Passed Paul Burnette Complete
Frame/Steel/Bolting/
Welding (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
July 23, 2018 Page 1 of 1
'
EsGil Corporation
In IPartnersliip witli (Jovernment for r:Builaing Safety
DATE: AUG. 11, 2017
JURISDICTION: CARLSBAD
PLAN CHECK NO.: CBC2017-0423
PROJECT ADDRESS: 1 LEGOLAND DRIVE
SET: I
PROJECT NAME: ZIG-ZAG BRIDGE (REPAIRS/RETROFIT)
0 APPLICANT
~RIS.
D PLAN REVIEWER
[J FILE
D 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.
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:
~ 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: -i),--Telephone#:
Date contacted: (by:fll.,) Email:
Mail Telephone Fax In Person
k8] REMARKS: ru: Note on plans: "This rojec c~~w)ff) 2016 CBC"; tm: On detail 3/A-5, specify max 4"
opening between pickets. Sec. 1015; trn Note Q.Jldns:~ing bridge (path of travel) is HC complying, field
verify".
By: ALI SADRE, S.E.
EsGil Corporation
D GA D EJ D MB
Comments: Certain members of existing bridge are replaced under this permit due to dry-rot.
D PC 8/8
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
CARLSBAD CBC2017-0423
AUG. 11, 2017
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0423
PREPARED BY: ALI SADRE, S.E. DATE: AUG. 11,2017
BUILDING ADDRESS: 1 LEGOLAND DRIVE
BUILDING OCCUPANCY: U/V-B
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
BRIDGE
REPAIRS
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB By Ordinance
Bldg. Permit Fee by Ordinance ... =::.:J
. . -· -------··-·-·· . . ---------·-· -·· ·-
Type of Review: D Complete Review
D Repetitive Fee
----~] Repeats
• Based on hourly rate
Comments:
o Other
0 Hourly
EsGII Fee
Reg. VALUE ($)
Mod.
$150.00!
o Structural Only
11Hr.@ *
=====$=12=0=. o:o $120.00J
Sheet 1 of 1
macvalue.doc +
....
SHEET INDEX
STRUCTURAL
CALCULATIONS
PROJECT LEGO LAND • J018 ~ GUARDRAIL POST
1 LEGOLAND OR.
CARLSBAD, CA 92008
PROJECTNo: SC161415
c1.11,Nr: ETHOS ARCHITECTURE
0A1r:: August 4, 2017
BASIS FOR DESIGN
DESIGN
CBC2017-0423
1 LEGOLAND DR
LEGOLANO: MODIFY EXISTING PEDESTRIAN BRIDGE
GUARD-RAIL & DECKING
2111000900
8/4/2017
CBC2017-0423
These calcu1elion1 are rhe sole properly of WRIGHT ENGINEERS and may rrot be reproduced in
whole or part w!tholll writt"" perrnission. Celcolalio"a 11«) valid only for lhe above named projecl 11nd
loeation and are nal valid unless eogineel's origiflal wet signed seal is affixed.
l\!JRIGHT
eng:rieers
Irvine
2 Venture. Sul'ie'20ii
11"/ine, CA 92618
. . .. (p)~49,4T',190J
(f) 949.477.4009
w,ighlengineers.com
Las Vegas
1635 VIiiage Center Cir.
Suite 200
{pl 702.933:1000
(I) 702.933.7001
Phoenix
7400 W. DetrOil St
Suite 170
Chancller, AZ 85226
(p) 480.483.6111
(f) 4B0.483 6112
Salt Lake
9160 S. 300 W.
Suile 2
Sandy. UT 84070
(Pl 801 .352.2001
{f) 801 .352.2006
Tucson
2200 Easl River Road
Sulte 104
1 Tucson, AZ 85718
2 (p) S20.468 7400
t -0
i!lJRIGHT
engineers
BASIS FOR DESIGN
1.1 BUILDING CODE: CALIFORNIA BUILDING CODE 2016
1.2 ROOF LIVE LOAD: 20 PSF (REDUCIBLE)
---. ...!.3 --WINC.LOA .... O;....· ----'BruE~F.ER TO "DESIGN WIND LO{\DS" SHEET
1.4 SEISMIC LOAD: REFER TO "DESIGN SEISMIC LOADS" SHEET
1.5 SNOW LOAD: NONE
2.1 SAWN LUMBER: SPECIES AND MINIMUM GRADE SHALL BE AS FOLLOWS U.N.O.:
USE SPECIES AND GRADE
2X4 TOP PLATES DOUGLAS FIR STANDARD
2X4 STUDS (UP TO 10'-0"), BLOCKING DOUGLAS FIR STUD
2X4 STUDS (OVER 10'-0") DOUGLAS FIR No. 2
2X6 TOP PLATES DOUGLAS FIR No. 2
2X6 STUDS (OVER 10'-0") DOUGLAS FIR No. 2
2X6 STUDS (UP TO 10'-0"), BLOCKING DOUGLAS FIR STUD
6X BEAMS AND 6X POSTS DOUGLAS FIR No. 1
2.2 NAILS:
JOISTS, AND ALL OTHER SAWN LUMBER DOUGLAS FIR No. 2
All NAILS EXCEPT 16d NAILS SHALL BE COMMON NAILS U.N.O. 16d NAILS MAY BE 16d SINKER, 16d
BOX OR 12d COMMON U.N.O.
BASis 18C v20071 I 12 doc Copyrigh1 WRIGHT ENGINEERS v,0071112
[PROJECl ]~
p~ 2.0.:)'c <-"'.--(...c•., ~:%V 5.
•~Y' 50 \:0// (; --",;, NP.Y: A:,$1 sf c, c.:tNI, " -/. '., ,.
I.
S-o(,.-:;')::. ,._,.,_s t ·-uotJ
2
/, " ...
[~PROJEC~T: ____ ____.][No,
~RIGHT
engineers
]~
Project
Location: Rail
Mufti-Loaded Multi-Span Beam
(2015 lnlernationel Builaing Code(2012 NDS))
3.5 IN ~ 3.5 IN x 7.5 FT {Weak Axia Bending -Fial Use)
#2 • Redwood -Dry Use
Section Aaequale By: 23.5%
Con110Uing Factor: Defleclion
f"IFF ~• , .. -~ Center
Live Load 0.20 IN L/445
~VM~ ~-d v-v "' . --~
Tolal Load 021 IN L/422
Live Load DeflecllDn Criteria: L/360 Tolal Load DefleclioR Criteria: l/240
BEACIIQl!lli 8 a
live Load 100 lb 100 lb
Dead Load 9 lb 9 lb
To1al Load 109 lb 109 lb
Bearing Length 0.05 in 0.05 in
l'll'&MnllJA ~
Span Length 7.5 fl
Unbraced Length-Top 0 ft
Unbraced Length-Bollom 7.5 ft
Live Load DureUon Factor 1.00
Notch Depth 0.00
MAIEBIAL l!BQl!~BIIEli .
#2-Redwood
ll,11,§a Val11f!A Adjusted
Bending Stress: Fb = 925 psi Fb' = 1388 psi
Cd=1.00 CF=1.50
Shear Stress: Fv= 160 psi Fv'= 160 psi
Cd"1.00
Modulus of Elasticity: E = 1200 k$i E' = 1200 ksi
Comp . .l 10 Grain: Fe_ .L = 650 psi Fe • .l•" 650 psi
Controlling Moment: 391 ft-lb
3.75 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlllng Shear: -109 lb
6.0 Fl from left support of span 2 (Center Span)
Created by combining aft dead loads and live 10ads on span(s) 2
Comparisons with required aecllona:
Section Modulus:
Area (Shear):
Moment or Inertia (dalleclion):
Momeni:
Shear:
BID!
3.39 ln3
t02 in2
10.12 in4
391 fl-lb
·109 lb
~
7.15 in3
12.25 in2
12.51 in4
626 ft-lb
1307 lb
SlruCalc Version 9.0.2.5 6/412017 8:23: 11 AM
LQ.6121NQ !21.MiBi\M
·---·--·-··-·· -
'
--·····-·····-··-·· ···--·--·········· ..•... ---.. ··--· -~ .. ·---····· -----~ ... . ······. . ..... ----. . ........... • .....
A 1.15ft B
l.!IIEQBIIII Lll.6Dl:i !&Jlb!r
llniform live Load 0 plf
Uniform Dead Load 0 plf
Beam Sett Weiglll 2 plf
Total Uniform Load 2 pll
l!Qlt!! LQ.61:lli -!;~N!fB SPAN
Lo11d Number QI!!
Live Lood 200 lb
Dead Load 0 lb
Location 3.75 ft
(_PRO_J£CT_: ---------~]Lo, )~
Proj~t JD1B
Lo.-.aUon: COL2
Column
(2015 International Building Code(2012 NOS)I
S 5 IN x 5.5 IN x 3.5 FT
#2. Redwood -Dry Use
Section Adequate By: 69. 7%
CAUTtONS
' This column has been designed as a cantilever
;/' StwCalc 9.0 f~rll) I G HT
5.~.> I ~'-
..___'····_·· ·_·· -~--engineers
StruCalc Version 9.0.2. 5 6/4/20\7 8:24:42 AM
Hhe lengllH!Hhe-eelumn~Yled sl'le~lfl i R61Yde t~e ~ortioA ol t~e column .. . ------···-··-··-
below urade above the point of fixity. See IBC 1605. 7 for lateral soil bearing calculations.
12EELEQIIQNS
Deffe<:tion due to lateral loads only: Oefl= 0 OB IN=Ln13
live Load Deflection Criterta: L/240
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Live Load: Vert-LL· R~n = 0 lb
Deed Load: Vert-OL-Rxn = 20 lb
Total Loa<1: Vert-TL-Rxn = 20 lb
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Total Reacf1on at Top of COiumn: TL-Rxn-Top= 0 lb
Total Reaction al Bollom of Column: TL-Rxn-Bottom = 200 lb
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Total Column Length: 3.5 It
Unbraced length (X-Axis] Lx: 35 ft
Unbraced Length (V-Axis) ly: 3.5 fl
Column End Condlion-K [e]: 2 1
Axial Load Duration Factor 1.00
Lateral Load Duration Factor (Wind/Seismic) 1.00
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#2 • Redwood
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Compressive Stress: Fe= 900 psi Fe'= 717 psi
Cd=1.00Cp=0.8a
Bending Stress (X·X Axis): Fbx = 1000 psi Fbx' = 1000 ps,
Cd=1.00 CF=l.00
Bending Stress (Y·Y Axis): Fby = 1000 psi Fby' = 1000 psi
Cd=1.00 CF=1.D0
Modulus of Elasticity: E= 1100 ksi E' = 1100 ksi
Column SecUon (X-X Axis): dx = 5.5 in
Column Section (Y-Y Ailis): dy = 5.5 1n
Area: A= 30.25 in2
See1ion Modulus (X-X A)(is): Sx = 27.73 in3
Section Modulus (Y-V Axis)· Sy= 27.73 in3
Slenderness Ratio. Lex/dx = 160~
Ley/dy = 16.04
Column Calculation, (Controltlng Case Only]:
Controlling Load Case: Axial Dead Load and lateral loads (D + W or E)
Actual Compressive Stress· Fe= ,_ Allowable Compress1VS Stress. Fe -
Eccentricity Moment (X-X Axis] Mx-ex =
Eccentricity Moment (V-Y A)(is): My-ey =
Moment Due to Lateral Loads (X·X AK,s)· Mx z
Moment Due to Lateral Loads (V-Y Axis): My=
Bending Stress lateral Loads Only (X-X A)(ls): Fbx =
AMowable Bend,ng Stress (X-X Axis)· Fox'=
Bending Stress Lateral lood:; Only (Y-Y Axis): Ft>y =
Allowable Bending Stress (Y-V Axis)· Fby' =
Combined Streu Factor: CSF • 1~·
1 psi
717 psi
0 ft-lb
0 rt-lb
700 ft-lb
0 It-lb
303 psi
1000 psi a psi
1000 psi
0.3
LOAl21NSi lll8GRAM
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live Load:
Dead Load:
Column Self Weight.
Toi.ii load·
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Uniform Lateral Load:
Point Load'
Live Load:
location:
=
u,,
=
A
PL= 0 It)
PD~ Olb
CSW= 20 lb
PT= 20 lb
(Dy Face)
wl-Lat = 0 plf
~
200 lb
0 ft
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