HomeMy WebLinkAbout1 LEGOLAND DR; CASTLE HILL; CB981318; Permit--.~
BU IL DING PE.RM IT Permit No1 CB9B1318
Project No:-A9704324
Development No:
06/25/98 10:37
Page 1 of. 1
-Job Address: 1 LEGO DR
Permit.Type: COMMERCIAL
Parcel No:.
. Valuation: 20,000
Occupancy Group:
Des.cripti.on: CltSTtE HILL
: STRUCTURE -
s-uite:
TENANT .IMP~OVEMENT
Lot#: _
Construction Type: VN
Ref°ere:nce#: CB-973356 .. · Status: ISSUED
HORSE RIDE QUEUE Applied: 05/05/98
Apr/Issue:· 0-6/25/98-
Entered· By: RIIIJA
APPR:OVAL
INSP."""". _,,__,...,__oArE . ..2·1J~··_1:1 ....
CLEARANCE
_CITY OF CARl,.$$AP
. _ io15 Las Palmas· Dr., Carlsbad, CA 92009 (619) 438-1161
PERM1f Al:'PLICATION
q,133~.
. (1 f\,_' •• V)O cf ' . . . ' .
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad· CA 92009
(760) 438-1161
Legal Description Lot No. Subdivision Name/Number
Assessor's Parcel #
· #of Stories
Name Address City
FOR OFFICE USE 0¥ /J ~ -·
PLAN CHECK NO.·· . IA
:EST: VAL. _________ _
Plan Ck. Deposit __ ..,.....,,...,.f-----
Validated ~Y.,c...._--1---"":s.,;._"------
Date_==-'"t-r-+-+--++--------
Unit No. Phase No. Total # of units
# of, Bedrooms # of Bathrooms
S.tate/Zip Telephone#
~~o.NtRicr:o~¢'QJ0~~~~~t-t4Mf;~t~~~~rn\t1~~~~~{:7Z..tJ;;gtJJii~~~~~~~~-r~r~~~l~~~i~H,i~
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a pef111it to construct, alter, improlie, 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 by any applicant for a permit subjects tlie applicant to a civil penalty of not more than five hundred dollars [$5001).
Name Address City State/Zip Telephone#
State License # ----------License Class~---~-~-~-City Business Liqense # _______ _
Designer Name
State License # ----------
Address City St.ate/Zip Telephone
)¼lJ~~QR{(aRSftr®MP.~t,tsMtP~~}JL~]:~i~i?;ii~~~~J&~~§ff~i~~~~~(~lj~Jl~~~i~)~t~~~~J[~~~~~~~~;~~1t1\~~~~~~
Workers' Compensation Declaration: I hereby affirm.under penalty of perjury one-of"thl! following declarations:
0 I have and will maintain a .certificate of cohsent to. self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued. .
0 I have and will maintain workers' compensatio.n, as required by Sectio,n 3700 of the Labor Cocie, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company ______ -'--"'---~---'-------....:.....-Policy No·----------~-~ Expiration Date _____ ~-,--
(THIS SECTION NEED NOT BE COMPLETED IF THE' PERMIT IS FOR ONE HUNDRED DOLLARS ($-100) 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 California. ·
WARNING: Failure to secure workers' compensation c9verage, ls unlawful, and shall subject an· employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), in addition to the cost of. compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees.
SIGNATURE-----------,----.,...---,----,---;-"--'-----'---,----DATE _________ _
;;l~(6WllER1(Q.IEPt_l;lff,fECJfAJj~iJQt4~~~ill~i(\~lJt~~#t~~0'l\~~"½?~~t~'1'!tl~;~~lt~f ~t~7~:~~f ~:~~~:~~fS}[,~§j;J~~~~~-~~1k1$'~1J!~t~~~:,~~~~;~;~t~;t,¥.t-!~!?:;:~~;:f~
I hereby affirm that I am exempt from the Contractor's-License Law for the following niason:
0 I, as owner of the property or my employees with w~ges 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 do"es 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 n·ot 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 l]e did not build· or improve for the purpose of sale).
D 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).
D I am exempt under Section· ______ Business and Professions Code for this reai;on:
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 propose(! work.
3. I have contracted with the following person (firm) to provicje .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, l:,ut I have conuacted (hired) t_he following persons to provide the work indicated (include name/ address/ phone number/ type
of work): _____________ ~-...,....-------,,--~-...,....----~--------------------------
PROPERTY OWNER SIGNATURE _________ -'-------------DATE ________ _
1c6Mel5'=efs•seciioui'.f:oa;i:Jo11,.7iifslf,Eii.mf'mtflF()lilG.'icaMi'!i"STO-''t.-'t;;t;'l.1t;i,;r;':lf<~*~:m.~t,:'i~:mr,1;,r'f!0",;,,s1\t:,i;:"W>'?~~.~>¾".i\~,;i,~,~'\;,~~~::';*:'1l'fiJ-;tt1-"¾ifi.'.<lt\~fm , . , .•,v . ...,•, .... !ls • ,. • ·'·""·•· .•.1, ,._ , ,':'.Ji .. , !',' ...... " . .,., .••• !'< ---t~ , '~'"° ... ,,i;·,., . ..!J _ Wl'$di,;,;..,,__,_,,1c0-;"'!f''.-!i/'d:,.,.!/'-,w~"1bµ.,,;,"""'-'·' ... "'t~"""J:«.iii .,;:;t,"f:.'li'~'l~.,)8.:.J.1.>, -.,,-;. ,-..... ,.,,.,,,,'i.1
Is the applicant or future building occupant required, to submit a business plan, a9utely ·hazardous materials registration· form or risk management and prevention
program under Sections 25505, 255$3 or .25534 of the Presley,Tanner Hazardous Substance Account Act? 0 YES .tJ NO
Is the applicant or future building occupant required ·to obtain a permit from th_e air pollution control district cir ajr 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 ISSU,ED UNLESS .THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
f8~J~~~RY~i.iQ~~a:~pJif~~~~~)ta~~£)~X.~:::~]t;~~~~M,i)~@~~:~~~~7.ij:~~l;;I~~~~{~?J.:1~i~~~~~~~};:f~1;,:;::1~~:~~~~~~~~;,:v~r;~:~~~:
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).
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 builcling constructio_n. -1 hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HASMLESS 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 excavations over 5'0" deep and demoiition or construction of structure~ OVE!r 3 stories in height.
EXPIRATION: Every permit issued by the ·Buil · icial under the provisio·ns of this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is not c:gll'~BJll,~a within 365 days from the date-of such, permit or if the building or work authorized by such permit is suspended
or abandoned at any time after the wo mmenced fo · · f 180 days (Sectioh 106.4.4 Uniform Building Code). ·
DATE
~~I ! l)' '.': ""PPlicsnt !?INK: Fin~n~e ·
SEE
MULTIPLE
SPECIAL INSPECTIONS
. SCANNED
SEPARATELY
CB9·72027 IS THE . .
PLAN CHEC.K NUMBER FOR
MANY OTHER CB'S
ALSO SEE
(
CB971460(OUTER PARK)
CB97146S(ADM1N BLDG)
STUDIO E
• f+ELLMUTH, OBA TA+ KASSABAUM, INC.
5342 Armada Drive Carlsbad CA 92009
Voice 769 804 8355 Ext. 152 Fax 760 804'7960
ijl Memorandum
Project Legoland Carlsbad, Inc.
Date May 5, 1998
Project Number 96.0634.00
File Lld
Original CB # CB 97 -3356
Attention Mike Peterson, Carlsbad Planning and Community Development
From Gina Yu
Regarding Castle Hill Horse Ride Queue Structure
Copies To Kirk Rose HOK/LA, Gaston Laguna HOK/LA, Kyoko Adachi HOK/LA, Martin Zurauskas Lego, Scott
Mike,
These are the structural details and structural caiculations for Castle Hill Horse Ride Queue Structure submitted for
Plan Check approval . Please proceed with-the review of these items. We appreciate your continuing support and
assistance in processing this cluster. Included in this submittal are : ·
3 sets of full-size drawings
3 sets of structural calculations
Please proceed with reviews as required.
Sincerely,
Gina Yu
-~
L • .. ~•1/riformation
~.:111•_ .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
June 09, :)..998
PROJECT: LEGOLAND THEME PARK
CARLSBAD, CALIFORNIA
REVISION #1
OUR REPORT NO.: 059-70202-664
LOCATION OF PLACEMENT CASTLE HILL HORSE RIDE ATTRACTION FOOTINGS
PERMIT# 98-245
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT, %
May 30, 1998
09:00 am
4 1/2
71 AIR TEMPERATURE, °F
CONCRETETEMPERATURE, °F 74
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
June 01, 1998
PSI\DEREK PETERSON
NELSON & SLOAN
SUPPLIER
DELIVERY TICKET NO.{[RUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
NELSON & SLOAN
701527
1386
NOTE· APPLtCABLIUSIMJUANOAB.D~J.Ell.S.Jlil:IEBlMWNQLCATED· SLUMP· CJ43-90a· AIB CONTENT· C231-91 b· TEMPERA.TUBE· ¢1064-86193l· CAPPING· C1231-93
SPECIMEN TEST.
LABORATORY IDENTIFICATION AGE
NUMBER OR SET NO. (DAYS)
17095 A 7 . 17095 B 28
17095 C 28
17095 D 60
SPECIFICATIONS
28
COMPRESSION TEST RESULTS
ASTMC39-94
TOTAL CYLINDER
DATE OF LOAD DIAMETER
TEST (LBS.) (IN.)
06/06/98 54.000 6.00
06/27/';)8 90500 6.00
06/27/98 77QOO 6.00
07/29/98
CYLINDER COMPRESSIVE
AREA STRENGTH · (SQ. IN.) (PSI). 1YPE OF BREAK
28.27 1910 Cone
28.27 3200 Cone
28.27 2720 Cone
3000
REMARKS: _K Cylinders m,ide by PSI representative.
·Cylinders picked up by PSI X representative.
Test results comply with applicable _K specifications.
Cylinders made by Architect's or Contractofs representative. Cylinders delivered to PSI.laboratory. Test results do not comply with applicable specifications.
28-day breaks does ·not meet specification requireuQO-ES No·· r·
Will hold 1 cylinder for 60-day break
TECHNICIAN: DEREK PETERSON C O J\!e~@,01\4,
Profess1onl~rv1ce Industries, Inc.
cc, LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~~• (er
DAVID J AN, RC THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE iNOiCATiVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPROOUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION.BY PROFESSIONAL SERVICE-iNOUSTRiES, INC. DI STRI C AGER
PSI A-200-4 (4)F
Professional Service Industries, Inc. • 6867 Nancy .Ridge Drive, Sult~ E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170
l -, Environmental I Geotechnical
3 Construction --Page 1 of
Consulting • Engineering • Testing INSPECTION REPORT
CLIENT /,.~Q ~d6.(t.::i
PROJECT (Name) l-Ht;,Q LANI)
(Address) ~IU..Si~d~ C:!d'
DATE 45-l.S-'i:ii
REPORT NO. 0~ cl ·td"L.O<-
Architect }:\OIL 6uilding Permit No. 98.-V•t'-\
Plan File No.
Engineer i:::lBG::::TI~ Govt. Contract No.
OSA or OSHPD #
Contractor ~~~ ea.. :tt~ ~iu:lllie:nl-S Other ~US" 1-\} \..L-\J.~st Q!.11:f!.I ~ °211:>![ &'.\lmiB,DQ !
INSPECTION MA T'L -SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST
__ OSHPD -__ Concrete Cylinders ---2iC:.. Rinf.: Rebar A '-)5 --~11... ~o .....?!.. Plan & Specs
_OSA __ Cement --__ Rinf.:W;W.F. ...k Clearances >< Specialty . __ Mortar Samples ___ Rinf.: Tendons ~ Positions
__ Mechanical ___ Grout Samples --__ Cone.: Mix #/p~i ..k... Sizes
__ Electrical __ Masonry Prisms __ Cone.: Mix #/psi ~Laps
__ Roofing __ ·-Masonry Block --. __ Cone.: Mix #/psi _ Future Continuity #/psi
Y Concrete . __ ·Fireproofing _._ Grout: Mix #/psi _ Consolidation
__ Masonry __ Units (block.or brick) --___ Mortar: Type/psi _ Mo.rtar Batching
__ · Struct Steel __ Asphalt Concrete --___ Units: Block _ Electrode Storage
__ Prestress Cone ___ Roofing --_-_ Units: Brick _ Torque Applied
__ Pile Driving __ .Reinf. Steel --__ Steel
__ Fireproofing _____ Steel --_H.S. Bolts
__ Waterproofing ___ H.S. Bolts --__ Metal DeckinQ
__ Non-Destructive __ Tendon (PT Strands) --___ Electrodes
__ Soils Technician __ Other --___ Fireproofing
__ Batch Plant __ .Other ----__ Other _ Corrective action required __
__ Bolt Pull-Out __ Other --_ Corrections completed
REMARKS
..
S?&-IAL-I N'-'::•VG:!::TI OrU :e,~...,1~~-:a f::Ql:2-:o±~ i> '-~ '--!2"°"Y1-1 <5l'-1" Olr ..... 1::1, l\J{-O ~C-1 (\.J (.?
' s~ /4:T n-t er C-"'1..:;1LG"" t-( (\.C... Ho:,2-scr -GUcUG' Fco:crn,2 _l-, '? . ½,«n "-' sQ 1ru--1 N l,,, "':> Th''"B1.,
L~....,:S o H P.'"t,,.'?G"Q S:1?4 :s> a.. o e ITT?-I:!AG---'$)""ti,: j. ~•LtiQ (£ j LAP ;!1,j::>uLe5_1 C,.L i:!:!fl a,.(d ~Ccl'i.S i, >
°BQL;TS ~ e):111?, <f:t>M <,-,'")>fl ,, A,, ... .-~ QVC:QL A;Ls.,-]>L "'I C: (;°YI'\ <,;,<-.,1'. f4 <,.Lorz_. l2 ' rv-:t;, -re TH<S':
S?'f?-o·) (£CT \>'-r':)I:"-:/$ s 1-\ <?ilrr -:-si,-z..7::A -1.-1 ~~ -'D -\ TI? "2. <s ":.I O-'b:tJ.,. • \ A J L..\ ,.._, (5" -c::. -\ :n? '-
~"S 'SIO -~L. ·'L L. I I...J rJ"":, -'B-\,o:i-i,J/ '-/ '*:S l-OJUC-, I~~ ~ :'$ $ 1''2}' Q'-J: t2-At,,J$V .-r~ :SJ •
L. I o\..l~S -bn:.~-\d"2.. ,.;,_,/4, :J1 s L-Qb;?Cp Te.a. ..\:'$ (D.. \'"1.-'' OL. ::C rl-A N :SY· T\112 J d '4IN(5'. -Z. -~:ro13
~L ~ ~ ~ ,-~ "12,, -='s 11.:"~ ::t~ ~ . .
S~&2,l'=:1c.dTT!i2~-.;. \ L--0~ !12 (£. T''2-r'\~5z\/. 0 ~Q~~ ::e~ ~~-IY~ d
CERTIFICATION OF COMPLIANCE: To-the best of ourknowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans,
specifications and applicable sections of the building codes. This report covers the locations ofthework inspected only and does not constitute engineering opin-
ion or project control.
INSPECTOR NAME 0~ ,:::-v ¥ l>~,1...c; 0 ,v CERT. NO .. Q6f!O ct :8 \ ... fl 5
INSPECTOR SIGNATUR~
J (PrintClearly) ~
~. '"t.€,~'} ~ ~ c2 ./ DATE --~ ' . ~~ . r -PSI-B-900-170(2)
EsGil" Corporation
1.n Partne.rsliip witli (jove.mment for 'lJuifaing Safe.ty
DATE: May 14, 1998
JURISDICTION: Carlsbad
PLAN CHECK NO.: 9$-1318 .
PROJECT ADDRESS: 1 Lego Dr.
SET:l
_JJ:-AP-~T
~
CJ PLAN REVIEWER
CJ FILE
PROJECT NAME Horse Ride Queue Structure Castle Hill
D The plans transmitted herewith have .been corrected where necessary and substantially comply
with the jurisdiction's building codes.
~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficienci~s idehtified below are resolved and checked by buHding department
staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck'.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclose.d for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the ·check list has been sent to:
~ Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D Esgil Corporation staff did advise the_ applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: 1 ) Fax#:
Mail Telephone Fax In Person
~ REMARKS: Each sheet of the plans must be signed by the designer.
By: Kurt Culver
Esgil Corporation
0 GA O CM 0. EJ O PC
Enclosures:
5/7/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + · (619) 560-146~ + Fax (619) 560-1576
Gadsbad 98-1318
May 14, 1998
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Kurt Culver
BUILDING ADDRESS: 1 Lego Dr.
BUILDING OCCUPANCY: A3
PLAN CHECK NO.: 98-1318
DATE: May 14, 1998
TYPE OF CONSTRUCTION: V-N
BUILDING PORTION BUILDING AREA VALUATION VALUE
(ft. 2) MULTIPLIER ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $
D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $
Type of Review: D Complete Review D Structural Only
D Repetitive Fee ~p~licable D Other:
Esgil Plan Review Fee:
Comments: Structural review: Esgil fee = 2 hrs. @ $87.15/hr.
[gl Hourly
( deferred submittal)
$ 174.30
Sheet 1 of 1
macvalue.doc 5196
PLANNINC/ENGINEERINC .APPROVALS
PERMIT NUMBER CB 9 8: / 3 18
ADDRESS .1 .L£Go. L)rive
RESIDENTIAL TENANT IMPROVEMENT .
RESIDENTIAL ADDITION MINOR
( < $10,000.00)
PLANNER_~=-· ...... -....... -~___,;;;.....____-__ _
ENGINEER ML __ .....___..._~"'""""--.......,...._
DDcs/MISforms/Plannlng Engineering ,Approvals
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
DATE ~--------
City, of Carlsbad _ . . . . . . . . 97213C3
· . Fire Department · • · Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report: Thursday, Mc1y 1_4; 1998
Contact Name Gina Yu
Address
City, State
5342 Armc1da Dr
Carlsbad CA 92009 . .
Bldg. Dept. No. CB9801318
Job Name Lego CH Horse Ride. •
Reviewed by: hi:A &-;.,. /'::Jc-
Planning No.· -~---~--
Job Address 1 Lego Ste. or Bldg. No. -------
igi Apprnveo -The item. you have submitted for tevie.w has been approved. The ·approval is
based on plans; informa.tion 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 indlcate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st ·---2nd __ _ 3r:d_~~
Other Agency ID
CFD Job# __ 97_2_1_3C_3_ File#~~--
2560 Orion Way • Carlsbad, Califor.nia 92008 • (619) 931-2121
I
I~
0:
Ii
z
I-
~ MARTIN & MARTIN, INC.
Structural & Civil Engineers ~ 7801 Mission Center Ct. #400 San Diego, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 --------------"-~~-~-------------
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
STRUCTU-RAL CALCU:LATIONS
FOR
Legoland Carlsbad
(M&M PROJECT NO. 9602-40.00)
Castle Hill Cluster
(FGMP P-ackage)
Volu-me 1
Section D
Horse Ride Queue Structure
*Revised*
Architect of Record: Hellmuth Obata & Kassabaum
For Bulletin No. 3-15
April 27, 1998
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'I
I
·1
SECTION D
HORSE RIDE QUl;UE STRUCTURE
INDEX
SUBJECT
Roof Framing Design
Lateral Analysis
Shear Walls
Truss Design
Columns and Base Plates
Foundation Design
Free Standing Shade Structure
Photo Booth
SHEET NO.
D1 -D11
D12-D16
D17-D18
D19-D29
D30 -D33
D34 -D35
D36 -D38
D39 -D45
I I
' I
I i i '
I
I
I
I
I
I
I
I
I
I
I
I
I~
I
. ' ,,..=_-..,,,..,.~-..-.~ .... -.,,..~-.. .. --.----~.~~~~n,:,,-w~J'~~'-~';11/"~~,:;:-,>~~~~ .. ,~~~,..,,..,.~::1;;>-~~.-....,.,~~
.J?oo-F~
!,). ,< C. \·-
,! I .-· ,--;
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
3,0 'Ps-F
/If 12==,p
JOB _ __,.l...,.Q___,...':,-0..;;:;_=L-;;.,.,.A--./vt;,_,_, "-'-"-.· ---------
SHEETNO, ---------'t>~\ ___ OF __ ._4_5 __ _
CALCULATED BY . -::S-A.JJ:;: DATE ~ , 't 0
CHECKED·BY -----------DATE ____ _
SCALE CA:£t1--£ t-/-JLL -ryt)/<"SE 0L,£Uf:
/ -s Psr:::
""<0 ?s1-:::.
3. D PsF
~-0 yS I-=::.
I b fs.1-
, b t:::s r-""" r I..>. L
I '
I ·--~a·---·--~=~--~---~ .... -~.--~~,--.,.,-~·~..---~~--..,,....,...---J-,
MARTIN & MARTIN, INC. JOB--=L=Q=i...,,.;s:0=.::L~A.J.J\;;;;;,=------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/,/ ,,
ll-
J_. L__'
Structural & Civil Engineers SHEET No. -'-----__,;;_D~_'Z-___ oF -----~
7801 Mission Center Court Suite 400
SAN.DiEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
CALCULATED BY _...:::::::-,,;:::,.\~·&1.::::.l,.;C~-----DATE --~----/_q_2,~---
CHECKED BY---,---------DATE _____ _
SCALE CA--SiL£ HILL -H-o R-,-s.e:
:S.Ct ~p
~A-..:1 &-o PSF \5,L.
to PsF _
I ~--------=~-~~---·=--=,......,.,~-·-~--_;-=-~~=~=-;_;:lll'-,::1.w=~-·-_,_-"-=--=-· _~_. ___ -_---_~_-.a..-'-----·-
MARTIN & MARTIN, INC. · 0. ~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers SHEl;T No. _____ ...;..._ __ oF ------
7801 Mission Center Court Suite 400
SAN DiEGO, CA 92108 CALCULATED BY '°":'.SMC.. DATE_"'$_· ___.)_q_·g_· __
Tf2tJSS
Phone (619) 497-2118
Fax (6.19) 497-0429
. ,... '; l'
0 / ,Q!L. ~ ,;:) -J ,,.., !< -rt LL "-, V -v, 0 '-I · _,, -
CHECKED BY _____ _..... __ DATE ____ _
SCALE (1,A-Sn....£ HILL -H-o~s: CvyE;t.E
v0t:>1.-.::: / b P':::.r :,rs :,_ 8 ° r-L-F_
CA-JLL--=-,20 p~,p ):' S ::: /e?O · p LF_
v = / tf..., k =-(!).:::11'?? J (;:i_.--vv ,.,.,, '\ (v • C-',.:;:;/ , ..=..I' , .,tfV..)
S'
@~Q ) ( /_3s;7,. t-1.y-;.?·)li :::)_9.5/:·(co -'if)
@) -= (I) ::: /. YZ k ( (.of-{ P~SS/0/-..J~
I
I
I
I
I
I
I
I
I
I
I
I
I-
I
I
I
I
I
I
MARTIN & DUNN, .INC.
Structural & Civil Engin,ers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
I = ..
u.~
/.CfS IL 7). .... :r---$--1 --~1
I
.:+="" -a20 IV -~
(. '3:, ?<'.!O '-P "V.
\
JOB·------'-_(_,,_£b-o __ ~-----'--------
·t) A. SHEET NO. _____ ~_\ ___ OF---.----
CALCULATED flY ---:S--1{ c::. DATE _-=s_· _,_/<±_8 __
CHECKED BY---------'----DATE------'--
SCALE Cl,,4--,s TL-£ L+I LL -/-ft)~£ CDt...c7.£"
1,4.-1 ! ~
~2C ::: '2../. 3:,°7 X: 2.. ::: 4'2" ~ B, t:. 3
1---9 g_q3 >:2=-/9-::t..36 1~·1 -r-'>c -1·
n f. q_sk. XI 000 /2 ~. -:::z'._J· _ -::.. :::::1. ( l r , ~c_. :::. / ~ r t-1.0 , 0 k.. S..\ ~ i'\. 'E'~ \. -e.c_..--r-.:...J
:Plb:a ~Ci..er -r-b
~,L =
l t
1-o /-!
+-( n '=) F-~~ J
l · °t
I -~·-·---~--·,.,-~------,.---~··=,,. .... =-=.~~~=-...,-----...... ~--~---·-·--~-.. ~------·
JOB_--.:;:a.l-..=c~;;;,..;;..~~..:....;,,.--->:.=---------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
• : ~ •• ~ ~ I' ' 4' •. • f ~ : •
Tl?-'/ ?-:2.. x I D ( ~--'5:)L,I..) oe>G ~
. . D!::>
SHEET NO.----'-------OF---,----
CALCULATED BY ~ ML DATE ~/q3
CHECKED ev ________ DATE-----
SCALE C.k Tl..£ th L{__ -· -ff-£> r2-~E:"" 62 ~L-€"
U~€ ;2,...,:2.. XI D 'R.,R.
/0:€:/vc.~"2. 5.. @ e@
c@ Cb x= ~ (o/C-'3 Y /Iv s PL nor!)
--9-c..--:::. /-'--/ 'Z-. }C l OOC>p":1-'f-1.::, 2 S-f P ~ I_ ( Vl 1='t'J lec...f-._)
t°' 1 b '.::'.. C-t::;i ~ ~"t-t;:,
-= Clo) ( t-D '> (1 .1 ') q 1-:s,.-= ro ~ s ~ ~~ 1 ~
f
. l?=,~~ i-o?~~
I ~....,..z:;,-.,....._'U,,%1,oco""'._ __ ~=:i•'*-£"~•-~1-=~m~1.1<.._....~..,....,__...--~~-,..,_--=-~~..,..f""':P'~~__....~~---"-~.,,...,,,,..~~"'-~"'"".,.,...,,.,.,.,..
, c., .-v wo
JOB I.,~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
SHEET NO. Dv OF _______ _
CALCULATED BY -~~,__,_lA;..;.(~---DATE _,,,_l"-'q;~~..,___
CHECKED BY-----------DATE-------
SCALE Ct-6Jli ctl LL -(do~-! (yy~
• - • : : .: • .: .: .: • • • F, 1 ~ .~ -,, 1° < ft • ~ • • ; ~ -r
-L/6 --e K . .:@£.J... ~ c.-X-, o V8 c::::r:. 70P Ct,fe~ J-_3 /03.
::::. lfB k-:e,o, C'T JJB.c--r . Do [_p -1::r::p.. 0t,/-e!"2-,::::, -L'3:.. '-'-
,2t)3
;_/;zyo
U 9) (, ~q ~ (ID) 3 {!!2ft/).{!Dc0:;
&8 )(J 0 x10'°.)c) c;:;._J3,b)
,_> · C?o j (I 2-) /.:z tfo ~ I ,,, > .
U'S C 2 -2. '),! / o ~2-
~ '-?" df-1$,o1"iz::if-1 qt:f,e.-:>:~$
,,..f ~ 'x g .po\::. W~ M-st1~ 2i'L$
I -~~= ~--~~==·--~-----..,...~~--=~..........,,.•-,---""'S"'"'-~-.,.,--~~w.,.~~~~,u.::,,..._,...c-v,,~,;i.:.e_,:-.,.w,.,,.,,,,,,,..
JOB __ l..,.-<a.:.Q........_:,.--0--=--=~'--"-''----'--"-----------
SHEETNO. ------{)=-J,____ OF--.....----I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
Tf2l.)5:,S. +tSI~ (LoH\~ ==========:;
CALCULATED BY. ~UC DATE _~__,_i q_s-"----
CHECKED BY---~------DATE----~-
SCALE CA-sn ... :£ H-tu_ -,Ho~£ c'.'.1/LA:=;r--uE,
: -: ~ :
(_).__)\:> L. ~ l lo ps~ X S = 80 j). L~
w 1-t--... .'.?o ~F-;.: s"" /DO ~Lt
~S.21~ ! 3'-il'N·'
r-5 1:o" ,I s'-)0 S-o) '.'S'D' 1
~ ?~
/..... 0 4-t::::, S 'S:. /~1. E:""
uj I ~110 i2---1~~
1'1--S ~\?---:=..---v--1 ov !Sa.
l"-1€:v--t~---g___s
VS-£0
::;2 ,_ 2 X / 0 rbl<. lc)-P, ,f-$ o:rto1i
~~
~X.<..o 'PoR.. 0~ M~-e:f>-'S
12--.~ u....>b~ HO-j_ ,
I N-,•=-,··=···--•·---~----~,,_.,....,_.,..,_.,.._...,..,=........._...~.~------~-"~-~,-~-=~~x--
JOB ---~--'-~--'~--""-'-""-----==---------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN.& MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-ZllS
Fax (6i9) 497-0429
Db SHEETNO, ______________ OF ____ _
CALCULATED BY -:SM r DATE ~ / cts
CHECKED BY · DATE ----------
SCALE C!..ri--?TZ--e !t1LL -~f,Zse:-~
: •• .. = ;. -~ , .: • .:: : -; . .. ~ -' . .: • •• ~ " ., {. • ~· : .:: .. l .. f • • •
j \h, A /2 A A ,,(, )f ~ A k b. /2 A J.. Ak J.-" 1-j '~b w . ¾
~>i..-?~~
i7::> = '9-~ ~S·I.
fv-::.-'$D ~S.J.
~ ==---{. 3 x:-t'D 6 ? s T-.
r-\ ~ ~ ~ ~'?--c"f--e'-
w1>L ~ l.3 -P'>F-x 7-' :;.:.. 2 ~ fLF
(_)..)L:L-= ?-0 f"-<'::, P:-'.( '2-' -:,. . .(/ 0 .P-c...l~
':Rb1.... ':?.. 2-f.t; ~ J-/ 5";;z._ .e..-5'1 ·~ .
~w..... ~ I./ o Pl.--.P x lj.~,r" / 2-::. <?o -~
7~.z -S' \ t~3
+zo i <23.113 1-~ '-/
O-ts-_') L i-1:s. ).·or.=>~ ( (jAs .') (cr9-s) c ...JOSI -pS..l.
I ff-£!;;v;,..1.4"
..Q-1:::. ':,._ Ck.Io":>(!;.!· 1 ')2. ct 12.. -g °13 -~--s.. J ~ -< 10 ~ L 0
1
• c:;_1 _
(__8 ~ C-~, I -'::) -
h ~ ~~ ( G to # I 1) ( 7-..S: f (19--229) ? C}()5 z_'4
~'By Xt~ 3. "?(. 10 !. ) l<8. 0..3)
/ !-:;:, ~ (7i~')l1'2:,-~ /,-;;, -z.. .• )5_ _ > 0<05i_ /.
r-= (oO -/ · / '? b 0
US€ 3-'iC ~ 4L-1tvS
CE? 2__ Of~ 0. c.__
I ~· .. ------·,-·~---~~~----·~--~-·--~,--~ .. -·------.. ---~-~·-~~--~-------~~~~-~··~-=-·------·
JOB Ld=--&ot-~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108 .
Phone (619) 497-2118
Fax (619) 497-0429
SHEET NO. ---'-------"'D_O).,.:..._ __ OF-----
CALCUl,ATED BY ~ Me. DATE ~ /era
CHECKED BY----------DATE ____ _
SCALE OA-:S:.TvE:' 1:-J / ~ . -l--\-D?-$, (E;" ~ L-et._E
-: -: . ;.-!-... 7.t ~.-f.-: .. :_-:·-Q·;.:~· .• -:{ .J .. !¥,
t
R..\)L i , 'Z. 0 le._
{2LL ~. ~$"~
A s'
s-.J ------J.v , 1
(2'j)L .!::. ,.. z.:o }(_
'2-L1-2--,, W le_
'T'""" /2.-0D ~~J~ "Tb z
.,..,. :a::. IV qs:--~ s..r:-
f>::: Ir 3,, X/ 0 l,
A 'tJ,
q ~ z..
:;J;~ 2.
~ Z-lb ?sF--xs1 =-eo p.~_
w'-'-~ .z.o ?sP. "'~,< =-I De?· 'P:..t-.'f"
. r. J-1-~-'1J1i-5') /2--=-I 2.S k.
f?pL ~ ~ oe, "-t, ( s') /2-.2.. 0.2.-0 ~
1-J I-~ t 1-'l 1..,
S-,' S"°b I ;:._ .3.
l 'r '"3. tL 1::Z q_
~ :::?. .f1/es,; ::::_ 6 't-S-0 ~ o/57 .. S"k ~ [~O. 7. ~-s:s,~/ _ -<-< 12.. DO ~~~---1.
°"tlr -~ (l_~'S J (1-/~D) /2..J J. z~-·::. fb~ 5 0 p. 'S~' _ << 9_s-f-::i<;._~ C)!(_
I ----:=~--___,,~~=-=~....: .. :::..,~,-_~---=-~~·-=· ~:_;;,-_..I~;__~_-_-~_-_-_-_---· -·_·~--_~_.·--_--
structura, & Civil Engineers sHEET No. -------'---D.=...i....l O __ oF ----,-----I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~ "!>
¥v
£:2..
-fi~
7801 Mission Center Court Suite 400 , , >.:> r;:::,.. ·/o ~.
SAN DIEGO, CA 92108 CAl:CULATEDBY ---:::;.M..-'--DATE _ ___..:::::._;....?.._0..;:;::;.__
Phone (619) 497-2118
Fax (619) 497-0429
q ~ /";:::;· S,._f -
Ebo p-s..J,.
f_g )(tD6 ps.J -
(~o=!t-J ,~ (b)2 X 12.
(_<82) [2-J,-3'°!~
2..
CHECKED BY · DATE ____ _
SQALE ~r-t.-a ffl u.... -·f:-}-t:>[2.Se d)v~
W1.,L-:::.. io'rSP-"-'2 .:= 20 °:pLF',
Wt>-L.--:. s?c;..p ;C_ 2 -, o ~ L--i::. .
72 ~ IP(i_':)/z..c_ ~ . !>L.
l?L-L. -z-;2.o (1o ':) / 2-=-0 D ~
4~ /'3, z:?8 '-, /ill -
%~ ::2/. -3'7 ·, ~.:3
9&.'?3
\. ~
:t;·~ I VI
::::j.&--'"9-7>-~ : .,L..c:_ 9t ~ r'SsJ -
,.
I ··----····----~-=-~---,,,.-~~,.... . ....,...,.._--.-·,........,.,.-----~·~.,,.w--...... --·~-----~---·---·~ --~~---
MARTIN & MARTIN, INC. JOB L.,,Eb--D~
I Structural & Civil Engineers sHEET No. Pl 1
7801 Mission Center Court Suite 400 -::S. , 1, ,,_
SAN DIEGO, CA 92;!.08 CALCULATED BY . . /V\..\...-
OF _______ _
DATE
Phone (619) 497-2118 I Fax (619) 497-0429 CHECKED BY--------DATE ____ _
SCALE ~77-€'" tf-tl.L--t;h!>,2..<a.B &~
~ 2..pl.::,, R-1 i:>L -:;;>oD~/2., ~ L ooat-
i( 2.cL.L~ t'h..l,... ~ J2 <;;:D 14 I 2-::::. j~4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~-'-I :.....::'-1=-----'9=-' V -=-~-=--~s......;f...l\.___:.., ([1c.~t..-ao ~ No. \ )
l2-00 p.c;~(.
q ...s-'"?· ~ .\ .
Qi~) (__I--/) X /2.
01 ~ L-=r-~-s1~
Q-.s-~ l~2-~.) ~
~.z.:s-
~:2 .S""b. 2.S-h '2-
1 V\
-=l-l,;:,. B -~ '9. ..i ~ ( Ao+-c..r-'--h c_k ( j
{ vt-o+ ('_ f vtlc...c-.. / . j
t..&t 8 ")C '8 -l;;p 6-£
½?. ;,,.,1 C y,-tp1 c.. ,.,~r<-0
pc;-~v_} o D ~ N o . I
,.
I ·----~.--,---~----...-~---~--~-~=---~--... ~--.. --~-~-~·--~~·-·~-
JOB __ __,{__,::;..;:;;..~-=----'t,_.~/2M_u..-~ ... ----------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural-& Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92i08
Phone (619) 497-2118
Fax (619) 497-0429
SHEETNO. _________ P_I _~ __ OF-----
CALCULATED BY ~ M.._ c:::.. DATE ~ / z8
CHECKED av __________ DATE-----
SCALE 0/rsTL~ f(-ftl_ -t/of2.S£ GLA;::7,,£"
--. -e · : :. -:: €---:. • :: • -:-..;,: '; t · z: • -: ; -• t :: ~ _:; f' /" -• • :-•" ._ :. .~ -. C • • •• -: >
P.DoF: 11= rps=p -» 3'1 1 x.z-s' -
$Dif-€ ~s. ~ 5'.o. U l ~ 1/; 'I'{ ~ ~rc .. ,f )C '1-0 I ~
~TS .. 6b. P/i\.f.'-1 13S-i>c-F K /BX 9 1 X fz_ 2
0
0
y:::: °6:CC 'vJ
~w
~== o. '{
-1 ::,. { ..,.. • 0
c,;:. ,;;, 7 r-
(!).q6lc
/, / k
1-/. I k
t-21.v ~ ~ .. D (J:.:"rJ~~~") \?'·i:::V~vLvA-\..)
•, _._:
I v-~------,,.,.,.....,..,------= ... -·-#·-.. -----~----· .. ~·------.,.,........,-------·-·--··~-~---~--
MARTI N & MARTIN, iNC. JOB J..~t-N--t:> .
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers SHEET NO. Dr~ OF-----
7801 Mission Center Court Suite 400 _ ~M/<:J s.._ ·1 ci n
SAN DIEGO, CA 92108 CALCULATED BY--'---=-:~'-'---"-',.___=---DATE i 1.. ~
~ t -;;
Phone (619) 497-2118
Fax (619) 497-0429 CHECKED BY----'-----DATE ____ _
SCALE Qd---"5..JZ....l= Jf! u.. .-t/q..S:r;;:;:. ~
l--A-n:141-L /1-AJ,f-L. Y'S t .S. L C O )'-tt,-_)
~: Ce. Cet Q s.. +~-~ (}
~ _ e;.· oi:,.)(_1.ij)~-~)CI· o ~ ~
.......__ _____ 2_~_1 _-----.4), .
~fi ;-·1
~ ./_ -~\ J! I
r1c-0~~_$. ~'A ~
@ '-/) lb) + (j. ~ C. ct':) =-;2-59 c;; . i=:-.
V::: (2~){/1.30/;ooo
·;;:, /-' V"-j_<'... /, { I
. :Pru>-:s--G--1'~ A..~'"vT :
G? ::~:/ J l l,) -r (2:v ':/ti') ::: 3 18 -g:r ~
'J-; (~ 1 z3 ~,F',J{I 1<3-b }00[)
-:z ss;2.k
4-r-1 '::,/4-t("' 6-olA=!2.t....:r3, j 'fs \...~ c.,.~ !::_
l=fLe-rvr~T L 0/'ri?S. l)\....e; "TO Wit~ ---
I ,-,,w~,=·•"«=•-~~-•-•-~~ .. -·~·-·-.,.=-~~=-.....,.,=__,,,,.._.,,,._.,,.,_,.,..=..,,.,..,.,.,,..,_........,....-,.,.._,--•-~~=< .. ,,...--.~---·•=~·-A~_.~,·~~·-=·
JOB ~-_...,(/4.:::;...::;;~~:...._,--~--'-=-=·'-----------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTI-N, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO; CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
N-s
\ ~ J :;> I
1 1 . 'I:
I /
1 1 1 1
1
,!,
/
. ·1/ -I / i,
/ \ /
/ \ l /
! / \ i / 1/ \~ / l' .
1 4' ·r 1' · \ ·1
2 l\
i
\ ;
'x
! / \
! / \ I ' . 1/ \ \[/ \
!O l
SHEET NO. ______ '{):::;.._\ 4_,__ __ OF _____ _
CALCULATEOBY __ -....::'S=-M....:~=c::=----OATE-~-----i,/,_9_· _8 __
CHECKED BY _________ DATE _____ _
scALE O~n.-E;' . tl-tt..L -tf-Di2s.c @LA:s7..-e
:. . -:
I/ ~ US£. IZ-S t7'2-VC.. ~ 'PLY
-W/ roe!. Nc{tL-S e 6\/0~(__
f=og "'=:;~1Z-4-,0t,-tP(r·=""'-:::.
C UJ,J'~ L'JC...t:. ~ C 1\-<s~
lla.-t!\.Qv-'.) = :;;;;>.._ l :S;:-~-j,)
I --·----·---~-=-=-........... --=-~-=-··~-----~--~---~---=-,·-
MARTIN & MARTIN, INC. JOB (._Gb-Ot--AJvr::;:::.
I
I
I
I
I
1-
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers SHEET NO. D \? OF .
7801 Mission Center Court Suite 400 ~A A x:, ~/ ~<1::1 SAN DIEGO, CA 92108 CALCULATED BY __ · N '-"'' ___ ,/V___;::L<--=---DATE '{ 0
Phone (619) 497-2118
Fax (619) 497-0429
D
0
u
CHECKED av ___________ DATE-----
SCALE ~n-€ fbt-1--H-Dr2.~e Qut=2.-{:_
--1--t? N
\.'i,"-0 i,, ¥8 l>l>l\-t,-[<=:7\-i.-tt ~ )
\-f~ fo.9\.ft x 72. xi
tj . e~ b, vca ~~'v,.) 1,H) ~
\__(6.~l~) +~~:)2-~h :-2 ~ll
t 1
Eire .. +
S 1..1;:)c
E~u;.
,.: 'i';c._v r
ll~ ::i 2 -'::? ( ._/l cj /-{ fs 1 '$ ~ · Y '-I: .., f--l l;?fYt-,-:-"S t pS ~-Ai~~ '.
~f-2.. l.c:, Y: /--1~"'-./t-'B-8<-1 k~0oc:i.t::::. h1..::::: ,.2r-1D ~
1
f:.:_::;:; \~I.a D 'i-
~ ~ ~\ £_ ' ~ (2--: 8 O~J-Lt$ lo O ~ -==-.--.. 0 q 1::1_ ~-/ t::, · v ~ C ~-uy-_n\ s~<-<&-...,_ F-1-c..osz:e cg fo 1-'l--cts 8 ·
~oq -f4 /St:Jt-1 K 2 IC J, 3 ~ :.. S:;::.--;;-s..JI, > ;z_ y. ~ k
-y g:e;-~_:'s,..1'1 tt~ y--1,B,~
G? -=-~r-~~
I =~·,·~--~---·-~~~~-,---~-,-----~-·---·----=~-= .. ,---~~-=---------=--=~.,....,.-------~
MARTIN & MARTIN, 'INC. JOB L,t~~ '
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers SHEET NO. D-\ \, OF ---~--
7801 Mission Center Court Suite 400 .1 A --= / en SAN DIEGO, CA 92108 cALcuLATEDBY -::S-ne'.: DATE ___ c:.::,____._i._~=--
Phone (619) 497-2118
Fax (619) 497-0429
. i .
CHECKED BY--------DATE _____ _
SCALE~ n,....,e:-kr-7 l.,I_ -t-/-o(2~,€ l'.D\..,GLJcf"'
Ws~s :::: lo. ?:./'4 t / / 0' ~ . h S y1::./,
"f=:-D {2. -e;. I --r-p...lB ~Q.,~ W~Ttt
V '='--' b, 'rJ'i t. I I )c ~ I ::, $-~ 2... k.
. kl . k.f <lf = ss · l-\ 1.: Z-l ..::: , ) lo 2 ' 1
{)?i;;-V-z-· 1 s r~ v c... .:::c ? c-7'
WI I ocJ lv,t--tL~ CS to,r D.c_.
FO'K S V"'-PD/2{1 Iv(.,-c.D6c::::,
[ U Iv '8 \..,\) (..IC. "ti:) C n--S E.
(lJ ct! \.cx...u -:::: ::2 9 .S. "#--/ J J
I ~~,"• ma~.,.~,r~~~~,u~--~~-=------•=~,~-~-..,,---..---,---==••~==·~'~'"c"''.,..,._•,=
MARTIN &' MARTIN, I NC. Joe ---=L=t==-=~-=b=---O_;_~~::..._.=· ;:..._--~---
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-~
Structural & Civil Engineers SHEET No. ____ ____!1)::::...1:..-1.:.___ OF--...,-----
7801 Mission Center Court Suite 400 1:; J '7 6
C..f
y'
SAN DIEGO, CA 92108 CALCULATED BY -=s-~ DATE -------
Phone (619) 497-2118
Fax (619) 497-0429
<r-V
tT
S' ,t
CHECKED BY-----------DATE ____ _
SCALE ~ TL€ th LL--Ho~~ C . Q~~
--~ .I ~
VI ::-:S. l{ 2-k
· 0:J ::: ;20 ?~'f x q 1 ;e s 1 ::, qoo<::;f ~ . c, k..
(p, L/ 2 C _j 8 1
) -C q1J L2. ~ j -
s-,
u~-
I -,~--~------~=-~-~-~~r.~~--------~-~""""'----... "".""'-~~~--h·
MARTIN & MARTIN, INC. JOB L--b~ ~
I Structural & Civil Engineers SHEETNo. _____ 'O..:;;__;_I~ __ oF _____ _
7801 Mission Center Court Suite 400 J SAN orEGo, cA 92108· CALCULATED BY, --:s:-MC DATE a. q 'B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. .
Q~~
Sw2 .:_ . -
7
qi
t
I }
Phone (619) 497-2118
Fax (619) 497-0429 CHECKED BY--------DATE ____ _
scALI= CA~ TZ.-t 1.-/-1 LL -/fot2..s.c a,~
. . ·-' . . .. . . .-f~··'".!~ .. ~f-"''t•~-f; . .
~Sa,,. ( cs=> N,-~
..
4-V v~ -s '"I 2'<
(jj ~ 52.o rsr yqx:2.-0~ 3. b tc
J,;;0 1-1 o-,-:::_ $.\f~(q \ "-'$0. 9-'PJ /c I
(Y.p .... ~ ~-~ (10 ~:::. '56 /~ I
No } ('-1..(2-> Ff"DT ' LJ-+)L, ,___
-r i ,n ;z.o i 7,-!f
,;I,' r=1--, ::+ f, <7r:: ~ 'f2 .. -01/ 2.0 I ::..
USt='$1vJ(liJ (==-;2.?::, ~ #--/ j
t-fO 'b\-0~~~.J.S 'fc..~-\_~ -
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
: :• .: ! t ., !.
JOB (,Ei7:Jpt---,~
SHEET NO. -~-----''O'-"-'-\ O).,___ OF _____ _
CALCULATED BY --::s ~ DATE s / q B '
CHECKED BY-'--------DATE _____ _
SCALE ~J7_£ tl-£ LL -
-• ;, 5 !: -• t
T72vS'S:, . A--i~~~ TD
~7 r. ~'°tl.LJT7~ · L->?A--C) s
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Solution: LC 1 DL + SEISMIC
Member Axial Forces. K
020
i
1.123K
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 9t108
Castle Hill -Horse Queue Wood Truss
Job: 960240
Page: 1
Date: 3/24/98
File: CASTTRU2
=================================:== -===========.===========================
Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard
Steel Code ........................ AISC 9th Edition ASD
Allowable Stress Increase Factor .. 1,333
Include Shear Deformation ......... Yes
No. of Sections for Member Cales .. 5
Do Redesign. . . . . . . . . . . . . . . . . . . . . . . Yes
P-Delta Analysis Tolerance ........ 0.50%
===========================< Joint Coordinates>--------~-------------------
Joint X Y Joint
No Coordinate Coordinate Temperature
------------------ft-----------ft------------°F----------------------------
1 0.000 b.000 0.00
2 5.000 0.000 0.00
3 10.000 0.000 0.00
4 15.000 0.000 0.00
5 20.000 0.000 0.00
6 5.000 4.750 0.00
7 15.000 4.750 0.00
--------------------------< Boundary Conditions>===========================
Joint+-----Translation-----+
No X · Y Rotation
------------K/in--------K/in------K-ft/rad----------------------------------
1 Reaction Reaction
5 Reaction Reaction
--------------------------< Materials {General) >-------------------------~-
Material Young's Shear Poisson's Thermal Weight Yield
Label Modulus Modulus Ratio Coef. Density Stress
-------------Ksi----------Ksi------------~---10A5°F----K/ft3-------Ksi------
STEEL 29000.00 11154.00 0.3000 0.65000 0.490 36.00
-------~-----------~----< Wood Material Parameters>========================
Wood NDS Species CC E Poisson Weight
Set Database Fb Ft Fv Fe E mr Mod Therm Den
-----------------------Ks~--~ksi---Ksi~--ksi---Ksi-------------~--10A5°K/ft3
REDWOD REDWDNO1X2X6 1.200 0.800 0.095 1.050 1300.0 1.000 0.30 0.30 0.035
==============================~=<Sections>--------------------------------
Section Database Material As As I I T
Label Shape Label Area yy zz yy zz C
------------------------------inA2----------------in~4----------inA4--------
BM REDWDNO1X2X6 REbWOP 8.25 1.2 1.2 1.55 20.80
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t'.) 2'2..
RISA-2D {R) Version 4.0
Martin & Dunn, Inc. Job: 960240
Page: 2 7801 Mission Center Ct., #400
San Diego, CA 92108 Date: 3/24/98
File: CASTTRU2
Castle Hill -Horse Queue Wood Truss
= = = = = == == ===== = == == ===== == = = = == = < Members > =·= = == = = = = = = = == == = = = == = == = = == = = = = =
Memb Joints Rotate Section Releases Offsets Inactive?
No. I J 90° Set I:AVM J:AVM I-End J-End Label~ Length
--------------------------------------------in-· -----in---------------ft----
1 1 2 BM 5. 00
2 2 3 BM 5. 00
3 3 4 BM 5. 00
4 4 5 BM 5. 00
5 2 6 BM PIN PIN 4.75
6 3 6 BM PIN PIN 6.90
7 3 7 BM PIN PIN 6 . 9 0
8 4 7 BM PIN PIN 4.75
9 1 6 BM PIN PIN 6.90
10 6 7 BM 10 . 0 0
11 5 7 BM PIN PIN 6.90
--------------------------< AISC,NDS Parameters>===========================
Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway
Member Set le-out le-in le-bend out in CH o i
---------------ft------ft------ft------ft-----------------------------------
1 BM 5.00
2 BM 5.00
3 BM 5.00
4 BM 5.00
5 BM 4.75
6 BM 6. 90
7 BM 6.90
8 BM 4.75
9 BM 6. 90
10 BM 10.00
11 BM 6.90
=============~============< Basic Load Case Data>=========================
BLC Basic Load Case Load Type Totals
No. Descriptibn Nodal Point Dist.
1
2
DEAD LOAD
SEISMIC
4
2
===============< Joint Loads/Enforced Displacements, BLC 1 >----------------
Joint Is this a Load or Direction
NuITber a Displacement? (X,Y,Mz) Magnitude
-------------------------------------------~----------K,K-ft,in,rad---------
1 L Y -0.200
6 L Y -0.600
7 L Y -0.600
5 L X -0.200
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 9210~.
Castle Hill -Horse Queue Wood Truss
Job: 960240
Page: 3
Date: 3/24/98
File: CASTTRU2
===============< Joint Loads/Enforced Displacements, BLC 2 >================
Joint Is this a Load or Direction
Number a Displacement? (X,Y,Mz) Magnitude
------------------------------------------------------K,K-ft,in,rad---------
6 L X O. 680
7 L X O. 680
=============================< Load Patterns>==============================
Pattern Magnitudes Locations
Label Dir Start End Start End
-------------------K/ft,F----------K/ft,F-----------ft or %~------ft or%---
LIVE Y -0.100 -0.100 0.000 0.000
==========================<Load Combinations
No. Description BLC Fae BLC Fae BLC
>============================
RWPE
Fae BLC Fae BLC Fae SSdv ----------------------------------------------------------------------------
1 DL + SEISMIC 1 1 2 1
=======================-=========.==========================================
Dynamics Input:
Number of Modes ............ 3
Load Combination Number .... 1
Acceleration of Gravity .... 32.20 ft/sec"'2
Convergence Tolerance ...... 0.001
Converge Work Vectors ...... No
---------------< Joint Displacements, LC 1 : DL +SEISMIC>-----------=----I
Joint +-------Translation-------+ Rotation
No X Y 8z
-------------in------------in------------rad-------------------------------
1 0.000 0.000 -0.00031
2 0.002 -o.ois -o.0001s
3 0.004 -0.017 0.00005
4 0.002 -0.011 0.00015
5 0.000 0.000 0.00021
6 0.010 -0.015 0.00003
7 0.003 -0.011 0.00003
-------------------< Story Drift, LC 1 DL +SEISMIC>====================
Story +---X Direction---+
No. Joint Drift % of.Ht
---------------in---------------------------------------------------------
No Stories Defined ...
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 92108
Castle Hill -Horse Queue Wood Truss
Job : 96024-0
Page: 4
Date: 3/24/98
File: CASTTRU2
--------------------< Reactions, LC 1 : DL +SEISMIC>=====================
Joint +---------Forces----------+ Moment
No X y Mz -------------K--------------K-------------K-ft------------------------------
1 -0.05 0.48 0.00
5 -1.31 1.12 0.00
Totals: -1.36 1.60
Center of Gravity Coords (X,Y,Z) (ft) 10.000, 3.563, 0.000
--------------< Member Section Forces, LC 1: DL +SEISMIC>===============
Member Joints Section
I ·-J i Axial Shear Moment --------------------·--------K--------------K-------------K-ft---------------
1 1-2 1 -0.34 0.00 0.00
2 -0.34 0.00 O.QO
3 -0.34 0.00 -0.01
4 -0.34 0.00 -0.01
5 -0.34 0.00 -0.01 ------------------------------------------------------------------------------
2 2-3 1 -0,34 0.00 -0.01
2 -0.34 0.00 -0.01
3 -0.34 0.00 -0.01
4 "-0.34 0.00 -0.01
5 -0.34 0.00 0.00
3 3-4 1 0.34 0.00 0.00
2 0.34 0.00 0.00
3 0.34 0.00 0.00
4 0.34 0.00 0.00
5 0.34 0.00 0.00
---------------------------------------------------------------------------4 4-5 1 0.34 0.00 0.00
2 0.34 0.00 0.00
3 0.34 0.00 0.00
4 0.34 0.00 0.00
5 0.34 0.00 0.00 ----------------------------------------·-----------------------------------5 2-6 1 0.00 0.00 0.00
2 0.00 0.00 0.00
3 0.00 0.00 0.00
4 0.00 0.00 0.00
5 0.00 0.00 0.00
-------------------------------------~--,----------------------------------6 3-6 1 0.47 0.00 0.00
2 0.47 0.00 0.00
3 0.47 0.00 0.00
4 0.47 o. o·o 0.00
5 0.47 0.00 . 0.00 --------------------------------. -------------------------------------------7 3-7 1 -0.47 0.00 0.00
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc. Job : 9.60240
Page: 5 7801 Mission Center Ct., #400
San Diego, CA 92108 Date: 3/24/98
File: CASTTRU2
Castle Hill -Horse Queue Wood Truss
--------------< Member Section Forces, LC 1 : DL +SEISMIC>===============
Member Joints Section
I J ~ Axial Shear Moment
--------------------.------K--------------K------------.K-ft---------------
2 -0.47 0.00 0.00
3 -0.47 0.00 0.00
4 -0.47 0.-00 0.00
5 -0.47 0.00 0.00 -------------------------------------------------------------------------8 4-7 1 0.00 0.00 0.00
2 0.00 0.00 0.00
3 0.00 0.00 0.00
4 0.00 0.00 0.00
5 0.00 0.00 ·O. 00 . . . ---------------------------------------------------------------------------9 1-6 1 0.40 0.00 0.00
2 0.40 Q.00 0.00
3 0.40 0.00 0.00
4 0.40 O.QO 0.00
5 0.40 0.00 0.00 ---------------------------------------------------------------------------10 6-7 1 0.63 0.00 0.00
2 0.63 0.00 0.00
3 0.63 o. o·o 0.00
4 0.63 0.00 0.00
5 0.63 0.00 0.00 ------------------------------------------------------------------------11 5-7 1 1.34 0.00 0.00
2 1.34 0.00 0.00
3 1.34 (LOO 0.00
4 1.34 0.00 0.00
5 1.34 0.00 0.00 --------------------------------------. -------------------------------------
=================< Member Stresses, LC 1 : DL +SEISMIC>==================
Member Joints Section Bending Bending
I J ~ Axial Shear Top Bottom
--------------------------Ksi-----------Ksi-----------Ksi----------Ksi-----
1 1 2 1 -0.04 o.oo o.oo o.~o
2 -0.04 0.00 0.00 0.00
3 -0.04 0.00 0.01 -0.01
4 -0.04 0.00 0.01 -0.01
5 -0.04 0.00 0.02 -0.02 --------------.---------------------------------------------------------
2 2 3 1 -0.04 0.00 0.02 -0.02
2 -0.04 0.00 0.02 -0.02
3 -0.04 0.00 0.01 -0.01
4 -0.04 0.00 0.01 -0.01
5 -0.04 0.00 0.00 0.00 -----------------------------------------------------------------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D {R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 92108
Castle Hill -Horse Queue Wood Truss
Job : 9.60240
Page: 6
Date: 3/24/98
File: CASTTRU2
-----------------< Member Stresses, LC 1 : DL +SEISMIC>==================
Member Joints Section Bending Bending
I J ~ Axial Shear Top Bottom
---------------------------Ksi-----------Ksi ----------Ksi----------Ksi-----
3 3 4 1 0.04 0.00 0.00 0.00
2 0.04 o:oo 0.01 -0.01
3 0.04 0.00 0.01 -0.01
4 0.04 0.00 0.01 -0.01
5 0.04 0.00 0.01 -0.01
--------------------· ----------------------------------------------------4 4 5 1 0.04 0.00 0.01 -0.01
2 0.04 0.00 0.01 -0.01
3 0.04 0.00 0.00 0.00
4 0.04 0.00 0.00 0.00
5 0.04 0.00 0.00 0.00 ----------------------------------------------------------------------------
5 2 6 1 a.ob 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00
3 0.00 0.00 0.00 0.00
4 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00
6 3 6 1 0.06 0.00 0.00 0.00
2 0.06 0.00 0.00 0.00
3 0.06 0.00 0.00 0.00
4 0.06 0.00 0.00 0.00
5 0.06 0.00 0.00 0.00 ----------------------------------------------------------------------------7 3 7 1· -0.06 0.00 0.00 0.00
2 -0.06 0.00 0. 00. 0.00
3 -0.06 0.00 0.00 0.00
4 -0.06 0.00 0.00 0.00
5 -0.06 0.00 0.00 0.00
----------------------------------------------------------------------------8 4 7 1 0.00 0.00 0.00 0.00
2 0.00 o·. oo 0.00 0.00
3 0.00 0.00 0.00 0.00
4 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------
9 1 6 1 0.05 0.00 0.00 0.00
2 0.05 0.00 0.00 0.00
3 0.05 0.00 0.00 0.00
4 0.05 0.00 0.00 0.00
5 0.05 0.00 0.00 0.00
I. ------------------------~---------------------------------------------------10 6 7 1
2
3
4
0.08
0.08
0.08
0.08
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 92108
Castle Hill -Ho.rse Queue Wooc;l'Truss
Job: 960240
Page: 7
Date: 3/24/98
File: CASTTRU2
-----------------< Member Stresses, I:.iC 1 : DL +SEISMIC>==================
Member Joints Section Bending Bending
I J ~ Axial Shear Top Bottom
---------------------------Ksi-----------K~i ----------Ksi----------Ksi-----
5 . 0.08 0.00 0.00 0.00
----------------------------------------------------------------------------11 5 7 1 0.16 0.00 0.00 0.00
2 0.16 0.00 0.00 0.00
3 0.16 0.00 0.00 0.00
4 0.16 0.00 0.00 0.00
5 0.16 0.00 0.00 0.00
----------------< Member Deflections, LC 1: DL + $EISMIC >================
Member Joints Section
I J ~ X y L/n
--------------------------in----------in-----------------------------------
1 1 2 1 0.000 0.000 NC
2 0.000 -0.005 NC
-3 0.001 -0.009 .NC
4 0.001 -0.013 NC
5 0.002 -0.015 3893.1 ----------------------------------------------------------------------------
2 2 3 1 0.002 -0.015 NC
2 0.002 -0.017 NC
3 0.003 -0.018 NC
4 0.003 -0.018 NC
5 0.004 -0.017 NC -------------------· --------------------------------------------------------3 3 4 1 0.004 -0.017 NC
2 0.003 -0.016 NC
·3 0.003 -0. 015 NC
4 0.002 -0.013 NC
5 0.002 -0.011 NC
4 4 5 1 0.002 -0.011 NC
2 0.001 -0.009 NC
3 0.001 -0.006 NC
4 0.000 -0.003 NC
5 0.000 0.000 NC
5 2 6 1 -0.015 -0.002 NC
2 -0.015 -0.004 NC
3 -0.015 -Q.006 NC
4 -0.015 -0.008 NC
5 -0.015 -0.010 NC
------------------------------q---------------------------------------------
6 3 6 1
2
3
-0.015.
-0:015
-0.016
-0.010,.
-0.008
-0.007
NC
NC
NC
1.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D {R) versiop 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 92108
Castle Hill -Horse Queue Wood Trus~
Job: 960240
Page: 8
Date: 3/24/98
File: CASTTRU2
================< Member Deflections, LC 1
·Member Joints Section
DL·+ SEISMIC>================
I J ~ X y L/n
---------------------------in----------in-----------------------------------
4 -0.017 -0.005 NC
5 -0.018 -0.004 NC ----------------------------------------------------------------------------7 3 7 1 -0.009 -0.015 NC
2 -0.008 -0.014 NC
3 -0.007 -0.013 NC
4 -0.006 -0.012 NC
5 -0.005 -0.011 NC ----------------------------------------------------------------------------8 4 7 1 -0.011 ,..0.002 NC
2 -0.011 -0.002 NC
3 -0.011 -0.003 NC
4 -0.011 -0.003 NC
5 -0.011 -0.003 NC
------------------------------------·----------------------------------------
9 1 6 1 0.000 0.000 NC
2 ..... 0.001 -0.005 NC
3 -0. 002 -0.009 NC
4 -0.002 -0.014 NC
5 -0.003 -0.018 NC --------------------------------------------------------------------------10 6 7 1
2
3
4
5
0.010
0.009
0.007
0.005
0.003
-0.015
-0.014
-0.013
-0.012
-0.011
NC
NC
NC
NC
NC -----------------~---------------------------------------------------------11 5 7 1 0.000 0.000 NC
2 -0. 003 -0.001 NC
3 -0.005 -0.003 NC
4 -0.008 -0.004 NC
5 -0.010 -0.006 NC
-------------< Member AISC Unity Checks, LC 1 : DL +SEISMIC>=============
Member Joints Unity Shear Fb Fb Cm Cm ASD
I J Chk Loe Chk Loe -F~ __ Y:( --z ~ Cb yy z z Eqn
---------------------------------------Ks1---Ks1---.Ks1----------------------
-------------< Member NDS Unity Checks, ~c 1 : DL +SEISMIC>==============
Unity Shear
Memb Chk Loe Chk Loe Fe' Ft' Fbl' Fb2' Fv' Rb CL CP Eqn
--------------------------Ksi---Ksi---Ksi---Ksi---Ksi-----------------------
1 0.052. 5 0.002 1 0.232 1.040 1.560~1.794 0.190 12.11 1.00 0.20 3.9-1
2 0.052 1 0.001 1 0.232 1.040 1.560 1.794 0.190 12.11 1.00 0.20 3.9-1
3 0.036 5 0.000 1 0.232 1.040 1.560 1.794 0.190 12.11 1.00 0.20 3.9-3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
RISA-2D (R) Version 4.0
Martin & Dunn, Inc.
7801 Mission Center Ct., #400
San Diego, CA 92108
Castle Hill -Horse Queue Wood Truss
Job: 960240
Page: 9
Date: 3/24/98
File:· CASTTRU2
-------------< Member NDS Unity Checks, LC 1 : DL +SEISMIC>==============
Unity Shear _
Memb Chk Loe Chk Loe Fe I Ft I Fbl ' -Fb2 ' Fv I Rb CL CP Eqn
--------------------~-----Ksi---Ksi---Ksi---Ksi---Ksi-----------------------
4 0.036 1 0.001 1 0.232 1.040 1.560 1.794 0.190 12.11 1.00 0.20 3.9-3
5 0.000 1 0.000 1 0.256 1.040 1.560 1.794 0.190 11.80 1.00 0.22 3.9-3
6 -le/dis greater than 50. -
7 0.055 1 0.000 1 0.125 1.04-0 1.560 1.794 0.190 14~22 1.00 0.11 3.9-1
8 0.000 1 0.000 1 0.256 1.040 1.560 1.794 0.190 11.80 1.00 0.22 3.9-3
9 le/dis g~eater than 50. -
10 le/dis greater than 50.
11 -le/dis greater ~han so. -
=================<
Section
Set Member
Redesign Shapes, LC 1 : DL +SEISMIC>==================
Suggested Alternate Shapes
1st Choice 2nd Cnoice 3rd Choice 4th Choice
Redesign not perfoz-med ...
=================<:: Material Takeoff, LC 1: DL +SEISMIC>=================
Section Database Total Total
Set Shape Length Weight
---------------------------------ft---------------K----------------------
BM REDWDNO1X2X6 67.09 0.13
Total Wts: 0.13
I -····~-~-----~--~----~---~~-------~.._.._,.,...----··=-,...,.,,,,-·-~
Jos __ _..c;:G;:._b__;:;b-;__;_o_~_.:..;:;;~::.._...!=--------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-fr
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
f ... - -
'D'"l. 0 SHEET NO. ----------'-;1 __ OF---.,.--.----
CALCULATED BY .~A.JC,. DATE--~--· 'z_· """8;;;;....__
CHECKED BY--------DATE ____ _
SCALE ~n_e:; 1:::6 LL --bt-D~t ('.Q~
N-s P1R... VI C,DJ_ -l-lo ~ k I :z ~ Q ~ z_ k C 10Vc-iLJJ9.~
Jc:---l>-.) ?tYL V / CO /-~ $, ~ 2-. tc.. / $ :_ r 0 B k:_
l V ~
~~ ~ '?<:>?--){ s 1 ~ (10'~ ~ Boo -t
~J::::. ~ §2-K
cf
I/
~ ~= t?.--Oo r·~.J~
Fv? cz>-s:::-~s..:t ·
I ---~-~--~-,...,.-~~------.~~----,-----.. --·------·~~-·-
~L~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1·
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429.
JOB---=----=--'-'--~--------
SHEET NO. _____ _...;:_0_?.;._I;...._ OF ---t'-...,.,--
,-0 u/4~-
cALcuLATED BY -=-:s;:,J-..1\,,,.__ . DATE 7::-<2..)
CHECKED 13_y ________ DATE------'-
SCALE _,._..,,.CJ15.----.--'-Tc..--6_--,--__,...;;tt-r..:..-L_L-__ -_tft>...;__..c...?S_:g;;-_·...,,0=--=~
. :: ...
M ~ ( E9tz}~ ~ CI a 1 ~ -::. 'B. 2.J~ 1
. c ~ :::1 @ 0-'-f::. t~.G--Oi·S)
s )a cs U::7::~~ a Gr·$""~ d ?--
eo
~c. J_ 01.Jl1S 1.-.:J "l-(o S-0 p q,,: .
Th~~~
..._ (§?., z._ I=-1) CI G) { 6)(; DO
(b-s-o_) C+~s:) J
cL ~ l \ 11
I <-·----"·-------~-~-~-=-·------------------~~~~~-~-----~~=
Gt=-~~
I
I
I
I
I
I
I
I
I
I
I
I
-I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
JOB--------------,--------
SHEET NO. D , 2-
CALCULATED BY --:S-A-{L.,.
OF r;,
DATE yj:1-@
CHECKED BY _______ DATE_____ I
SCALE c..,,1-sTZ.,£; . r/-l LL -i;rt)r2.SB cQ ~vfl
{'8. 2. ·t~ 1
) C12-~
1 k.nc; l 'f.$')('1-~
C
v }-t1 -r q_ ..sv-
~v-.J ( 'sf,/ C/ ~?::. ') ~ {J, ~3>)CL ~ (2. qs ")
~ -=f..~ S~-l.:::: ? ~z_lL
2/J\, <'U
,,,.... f~") ', '1 J., 1
C_e,z~';kte-_) +-( 9t:) (SSJ ~ '0.l('L l::_
Ci_'.s"
Qo.~Z:-~(tnt? o) = ~ ~L°l) (1'i~
2-
I --=-·-----.,,,,....._ ... -~--=--'l'~~~-~-~·""""~~~ ....... ~~ ..... ~~~-t;,=,,,..,.-,.~--~~-~~-... ,...~'-=-.:
MARTIN & MARTIN, INC. JOB LE'&-o~
I Structural & Civil Engineers SHEET No. () ? ? oF _._ ____ _
7801 Mission Center Court Suite 400 ~ A , ,,.,.. SAN DIEGO, CA 92108 . CA'LCULATED BY---' ~;::..;/V½-:....;->::;:;::,....-.___ __ DATE---'-----
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-t::D ::,
I
~ . .,,_
Phone (619) 497-2118
Fax {619) 497-0429
-: .:: : !: -~ z --E'-.-'l ~ • ;: • -:. •
.2 {3..,2.) /'' ~t, .:,: t./ \{ "I r t
2('5.9)~
l(
.::,_ r~Z-
3lo
CHECKED BY---,--------DATE ____ _
SCALE C..zf:Ch 77--£ ,tH LL -HD~s.-s c'PkSL-6
/L/ -, C/S{8J
2
I '--f -0-0 [0)
;2..
't
;: • .' • I •
5/8X
{J?E:, /'·(' 'f-/ I -z_ ,1 ts'. 'p
rµ/ y-3/'-( '-1 1/ ~ ! s..
I ~-~------=·~=--·---
MARTIN & MARTIN, INC.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
_ : ,_ • ; :_ :i -':: I -E • :, := .:: ::' :E. .,. ! •
~ '> . ?(ft'.C\ \ec.--1
/' (j .
. t .
' I
JOB--(___E:ls--o---'·----·-~---------,;.._._-
SHEET NO. 0 ,"{-OF __ __,...... __ _
CALCULATEDBY ------:SMc__ DATE_3.....-/_9_B __ . .
CHECKED BY--------DATE ____ _
f?CALE GA-s TL-£ t+-t LL--f/-qp E= ei? i.,,£:0(5
::. :, .; : ., • t ~ . ') .: e ( -:-" · • •
f'I e, B--tsc :::.
t1. <87--·k )C ( / Q I "t-/,,.S: 1
) :::C 9 r V ? /L f
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & DUNN, INC.
STRUCTURAL & CIVIL ENGINEERING
7801 MISSION CENTER CT SUITE 400
SAN DIEGO, CA 92108
GENERAL FOOTING DESIGN ·
HORSE QUEUE RIDE(8X8 POST)
DESIGN DATA AXIAL LOADS
Allow. Soil Pressure 2500;0 psf Dead Load =
•.• Short Term Increase 1.33 Live Load =
Base Pedistal Height = 0.00 in Short Term Load
Seismic Zone = 4 •.. Eco. Along X-X Axis =
Overburden Weight = 0.00 psf ... Eco. Along Y-Y Axis =
Live & Short Term Loads Don't Act Together
Concrete Weight = 145.0 pcf
0.00 k
0.0 k
0.0 k
0.00 in··
0.00 in
-Y-Y AXIS ROTATION FORCES X-X AXIS ROTATlpN FORCES-
.... Pressures @ Left/Right
Moment: DL
LL =
Short Term
Shear: DL =
LL
Short Term =
0.0 k-ft
0.0 k-ft
8.2 k-ft
0.00 k
0.00 k
0.00 k
••.• Pressures @ Top/Bot
Moment: DL
Shear:-
LL
Short Term =
DL
LL
Short Term =
0.0 k-ft
0.0 k-ft
0.0 k-ft
0.00 k
0.00 k
o;oo k
Page: 0 ~?
DIMENSIONS
Width Along X-X Axis = 5.00 ft
Length Along Y-Y Axis = 5.00 ft
Thickness 18.00 in
Column Dim. Along X-X Axis = 8.00 in
Column Dim. Along Y-Y Axis = 8.00 in
---------------------SUMMARY---------------------
Soil Pressure Moments & Shears------
D+L D+L+ST Max. Allowable
Max Pressure
Allowable Pressure
'X' Eco. of Resultant
'Y' Eco. of Resultant
Service Load Pressures ....
DL + LL
Dead +live +Short Term
Factored Load Pressures ....
AC! Eq 9-1
ACI Eq 9-2
ACI Eq 9-3
= · 217.5 psf 730.9 psf
= 2500.0 psf 3325 .. 0 psf
o.o in 18. 1 in
0.0 in 0;0 in
Mu/Phi
Vu:1 Way
Vu:2 Way
Overturning Ratio
Left
217.5 psf
0.0 psf
Left
304.5 psf
0.0 psf
0.0 psf
Right
217.5 psf
730.9 psf
Right
304.5 psf
1023.2 psf
657.8 psf
-----------FOOTING DESIGN---------,----
f'c
Fy
Rebar CL Clear to Soil
Min. Steel%
3000 psi
= 60000 psi
= 3.5in = 0.0014
'm' = Fy /(.85f'c)
Vn:1 ••. 2(f'c)· .5
Vn:2 •. .4(f'c) • .5
23.53 = 109.54 psi = 219. 1 psi
FACTORED SHEAR FORCES---------
Two-Way Shear
One-Way: Vu @ Left
One-Way: Vu @ Right =
One-Way: Vu @ Top
. One-.:.Way: Vu @ Bottom =
ACI 9-1 ACI 9-2
0.00 psi 0.37 psi
-0.01 psi -1.68 psi
-0.0, psi 3.12 psi
-0.01 psi -0.01 psi
-0.01 psi -0.01 psi
ACI 9-3
0.24 psi
-1.08 psi
2.01 psi
-0.01 psi
-0.01 psi
Vn * Phi
186.23 psi
93.11 psi
93.i 1 psi
93.11 psi
93.11 psi
FACTORED MOMENTS---~------
1.3 k-ft
3.1 psi
0.4 psi
1.7 :1
Top
217.5 psf
217.5 psf
Top
304.5 psf
304.5 psf
l95.7 psf
Mu/Phi @ Left
Mu/Phi @ Right
Mu/Phi@ Top
Mu/Phi @ Bottom
ACI 9-1 ACI 9-2
-0.0 k-ft -0.8 k-ft
-0.0 k-ft
0.0 k-ft
1 .3 k-ft
0.0 k-ft
ACI 9-3
-0.5 k-ft
0.8 k-ft
0.0 k-ft = 0.0 k-ft 0.0 k-ft 0.0 k-ft
Ru
3.8 psi
6.0 psi
0.0 psi
0.0 psi
As Req'd
-0.244 in2/ft
0.244 in21ft
0.020 in2/ft
0.020 in2/ft
SERVICE LOAD OVERTURNING STABILITY-'-------
Factor of Safety : Y -Y AXIS
Factor of Safety : X -X AXIS
Static
--None--
--None--
Short Term
1.66 :1
--None--
93.1 psi
186.2 psi
1.5 :1
Bottom
217.5 psf
217.5 psf
Bottom
304.5 psf
304.5 psf
195.7 psf
V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361
I~-----------------~----· ---~-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
q,
_/_
I
I
MARTIN &MARTIN, INC. JOB--------'---~-"---..:;:.._--------
Structural & Civil Engineers SHEET No. -----'---0-~-~--oF ----,.---7801 Mission Center Court Suite 400 -->c-A 1 r= -· 7 o
SAN DIEGO, CA 92108 CALCULATED BY -c...) /VL,.<...__ DATE-~---...._l_ LS--=-_
Phone (619) 497-2118
Fax (619) 497-0429
:: • -• • ... : . ~ • ' :. t ~ ~ •
f' '--
1 -i
CHECKED av ____________ DATE-----
SCALE rt-1-t LL -+-f-of2s_G""" (;)veJ
"'p,L I
-;2-;2Y~ =;> (.~)(.1s)(~-~)(1/ill."!J{.5:!1
) r3-~Pfa ·
:;2-b Y.b °E:t:.tiL€-=':;> (_2-) ( S:-S-) ~ 0
(2..' )/3S-Pt p) ( 1/;r: J ~'1
t-~Y9C.O.L -:') Cr-..s)2.(9'){1/JY.v..){?£Rr) /Z.
rke.~\L -;::. (s?sp')/V.r-!Jl~') ':::.. ~'"=(4-
,;;z. . /'---4
V.::: ;E--lC. L0 ~ CO, l{_ ~CI-DJ _µ1-~J .21:-1 J. ~
~ 3
@ 0.<2,~1 --¾--e\OV'f?r.t\S
.£:.::;..----
.iJ I -:::J_ I I "" j I~
I --~·-----·-----~-------~~~~----~--~-·~---,-
MARTIN & MARTIN, INC. JOB _________________ _
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Structural & Civil Engineers SHEET No. ~-----'-J.Q .... ~,_1_,___ oF ----,----
7801 Mission Center Court Suite 400 ~ A ,1 ;,= s /'7<8 SAN DIEGO, CA 92108 · CALCULATED BY . ~ /'--"\.C---DATE
Phone (619) 497-2118
Fax {619) 497-0429
.. -: ( -.. :
CHECKED.BY--~---'-----DATE _____ _
SCALE ~TL,~ t-{--zLL -q-c,-/?..~ QL--
,:::012.. ~......£-S~1tv&-
S~v~
I
I --,-t t"
. ·1 / --b •/' .._______ --y-
[38~ (10.s 1 ) ~ r °r2V {<..(
(,0<9-0
us€ . s 1 -o· x "6:.. v ~ x 1 '-1.c ·,
::p:bvn p_/i;-w/ L[ ..:;:/ s
°?P--S re-·ct ~ -'---"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & DUNN, INC.
STRUCTURAL & CIVIL ENGINEERING
7801 MISSION CENTER CT SUITE 400
SAN DIEGO, CA 92108
GENERAL FOOTING DESIGN
HORSE QUEUE RIDE(8X8 POST)
DESIGN DATA
Allow. Soil Pressure = 2500.0 psf Dead Load
AXIAL LOADS
... Short Term Increase = 1..33 Live Load =
Base Pedistal Height 0.00 in Short Term Load =
Seismic Zone = 4 ... Ecc. Along X-X Axis =
Overburden Weight = 0.00 psf ... Ecc.-Along Y-Y Axis =
Live & Short Term Loads Don't Act Together
Concrete Weight = 145.0 pcf
0.00 k
O.o k
0.0 k
0.00 in·
0.00 in
-Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES -
.... Pressures @ Left/Right
Moment: DL
Shear:
LL.
Short Term =
DL
LL
Short Term
0.0 k-ft
0.0 k-ft
1.0 k-ft
0.00 k
0.00 k
0.00 k
.... Pressures @ Top/Bot
Moment: DL =
LL
Short Term =
Shear: DL =
LL =
Short Term =
0.0 k-ft
0.0 k-ft
0.0 k-ft
0.00 k
0.00 k
0.00 k
Page: D¼,
DIMENSIONS
Width Along X-X Axis = 3.00 ft
Length Along Y-Y Axis 3.00 ft
Thickness = 18.00 in
Column Dim. Along X·X Axis = 8.00 in
Column Dim. Along Y-Y Axis = 8.00 in
-----------~~--------SUMMARY---------------------
Soil Pressure Moments & Shears------
D+L D+L+ST Max. Allowable
Max Pressure 217 .5 psf 439,.8 psf
Allowable Pressure = 2500.0 psf 3325.0 psf
'X' Ecc. of Resultant 0.0 in 6.1 in
'Y' Ecc. of Resultant 0.0 in 0,.0 in
Service Load Pressures .... Left
Mu/Phi
Vu:1 Way =
Vu:2 Way =
Overturning Ratio =
Right
0.2 k-ft
0.0 psi
0.0 psi
2.9 :1
Top
93.1 psi
186.2 psi
1.5 :1
Bottom
DL + LL 217.5 psf 217.5 psf 217.5 psf 217.5 psf
Dead +live+Short Term 0.0 psf 439.8 psf 217.5 psf
Factored Load Pressures .... Left Right Top
ACI Eq 9-1
ACI Eq 9-2
304.5 psf 304.5 psf 304.5 psf
0.0 psf 615.7 psf 304.5 psf
ACI Eq 9-3 = 0.0 psf 395.8 psf 195.7 psf
-----------FOOTING DESIGN------------
f'c = 3000 psi 'rn' = Fy /(.85f'c)
Fy = 60000 psi Vn:1 ... 2(f'c) • .5
Rebar CL Clear to Soil = 3.5 in Vn:2 .. .4(f'c)' .5
Min. Steel% = 0.0014
= 23.53
= 109.54 psi
219.1 psi
FACTORED'SHEAR FORCES---------
Two-Way Shear =
One-Way: Vu @ Left
One-Way: Vu @ Right =
One-Way: Vu@ Top =
One-Way: Vu @ Bottom =
ACI 9-1 ACI 9-2 ACI 9-3
0.00 psi 0.02 psi
0.00 psi 0.00 psi
0.00 psi 0.00 psi
0.00 psi 0.00 psi
0.00 psi O.Ob psi
0.01 psi
0.00 psi
0.06 psi
0.00 psi
0.00 psi
Vn * Phi
186.23 psi
93.11 psi
93.11 psi
93.11 psi
93.11 psi
FACTORED MOMENTS----------
Mu/Phi @ Left
Mu/Phi @ Right
Mu/Phi @Top
Mu/Phi @ Bottom
ACI 9-1 ACI 9-2 ACI 9-3
= -0.0 k-ft -0.2 k-ft -0.1 k-ft
= -0.0 k-ft 0.2 k-ft o. 1' k-ft = 0.0 k-ft 0.0 k-ft 0.0 k-ft = 0.0 k-ft 0.0 k-ft 0.0 k-ft
Ru
0.8 psi
0.8 psi
0.0 psi
O.Opsi
SERVICE LOAD OVERTURNING STABILITY-------
Factor of Safety : Y - Y AXIS
Factor of Safety: X-X AXIS
Static
--None--
··None-
Short Term
2.94 :1
--None-
As Req'd
-0.244 in2/ft
0.244 in2/ft
0.020 in2/ft
0.020 in2/ft
217.5 psf
Bottom
304.5 psf
304.5 psf
195.7 psf
V4.4D (cl 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural ~ Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
, .. .,_ -! .,_ ~ . , f -r
/2DDF:
~){\JJ~S.
;J·sc_
/_ ,/_
""SP
I • J-.l
30
JOB-----,.;L;::;.,Eb-0....;;.;_.;;...;..._L-_,~...:;:...-=,----------
SHEETNO. -----=0--'?°>~_·..;__ OF-----:----
CALCULATED BY _-_...;·s=-M_e. ____ DATE --~-/_q_s __
CHECKED BY __________ DATE _____ _
scALE . 0 A-SiL-6 1+-1 LL -'P-t-tz)TD $,o DT'ti-
~
?s.p.
S?~'P-
2. 6 ?s:p
/0 PS J-
I ·--~=~~-~.~--~-·---------~-~.~-·~·~--... ~=-· .. -rl-..
JOB _ ___./_,;;;b-0.___........_"--t....M?t?:__,._---="-----------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Jl<-'\.,\ -i
A
C2, -~
t_
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
. r ~ .
-2s--s es·
:::: ~o. \.cl l_a ,'v-\ ~
I. \ '-'-i ~\ \_ \V'\
SHEETNO, -------"-p_4_0 __ OF _____ _
CALCULATED BY ::::SMC DATE_-:s---i-/_q_g _________ _
CHECKED BY------------DATE _____ _
SCALE CA:::s.n. € tf-1 L.-{.._ -~~ 35o0r;-f--,
~ LO~--->
p )_ t-.1.... L_ "l'-/ 0 °P'S.r--r-2-?:PS,F _::. .3o {-'S:.,;::.
~ P{ ,4-x tVr~) ~ (o l L _..
CoS..@;l.-
::: ~-!If
( ,4-C-T'S ~
{~ ":::.:P,,"':-)
@---:::. tCtV\1 s-;g.-1-::. so. t./6°
r=,. / ~ ~~ bt'L·1coc;.3or\f\:)0 "-J/O·
q ~ r=:-~ J
E}O _ps.-:c
I ~ ... ,,-.. --·---=·--~=~m,,.,..,·-----~--~~~--~-·--·~~----··-~-~,,.,~-~--=-~~~,----
JOB _-· L.!;;Flz-t3>=__..c..=....;;..._~---c,..:=--=---------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax (619) 497-0429
q_p :e.~ . (G2H--r:;)
SHEET NO. _____ ....;D;..;..· ___ J-\:...;.\ _ OF ---t-'---,,,,--
CALCULATED BY -:s Mc:.-DATE ""s:. / q. 8
CHECKED BY;....· ----~--DATE ____ _
SCALE C1rS 71.-E:' th(_(..... -J::t4qo &o~1
-: . :: :-.. : : ~ ;
A.. C m· · ~ --~lb:.~,o:d-(q~~ ~ 1/§B~~r_
TT"'=c;.._VMt '1-;--: -Y~ -::..
~;,o ~~ Ip ~ c~'1 #-0{12-)/t(2>e ':::. 1 Lf. 1' e 111 ~ ~ ".3 o. 1o 6,~-l
~v--=-Q,..:s~{~o-#-)jzs-"<9\;,.__ ~ 32."r~-L--< CZ3c.:) ?-~:c
U9.-e elf x: 8 'P-t:::-~vJOCM~
17'--f'o, l ( /-1, !tJ: \ -4=D g_. ~~--x.;.,,s
I -~-·--~-----~, -~-~~-~--=--=--------·=-.,.,,,.~--~-~~---·~-~~----,-~.~---w~-~-~-·---~ ..... ---·
L~-O~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' s
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission. Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2li8
Fax (619) 497-0429
JOB--------"'-----------
SHEET NO. --'-----D.::.....4-_,___i._ OF __ _,_ __ _
CAl,.CULATED BY _-_:s_· _-,J,_,_. c ____ DATE 4 / Cf .B
CHECKED ev ________ DATE-----
SCALE C,1-sTZ-£ tf-i L{_ -~ttsro 1s;DD7"=i1
. . --. : : · _ ~ .. ~ i -: e · .. : -· :.. ~ -: -• .. • . ~ -; •· ,. · -: _, , r
7 ):';, Ce ~ i-~ 'I'vo
~ (\J)~ )C1/~)C12, \,o ~ lP~ _) := l"::lr ~b~
/
/
f ;,/t-0
/1,!<'-r---l z,-,~-,,t
'Z. ~ ?SF')( 1_2'') ~
( :1...s )'J.. / l'i'l 'x· 3S ~c_,~ Y L\ Y 1.s /2.-.::;. ...!.L .2~-t-
l ":f---00 ~
C;.!) 1 l'---C G-D.,1s-'?..,./.JS:.
V ~ :::;-250-:4
I ·---------=~~--""""_.·~=~-· -=--=· ;._;_~--<---l>~'---=' --=--_"_-_-_-_-~_-_~ __ -~_ .. ,~_~-~_·~
Structural & Civil Engineers SHEET No. _____ 1)----'4'---'? __ oF _____ _ I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
7801 Mission Center Court Suite 400 ~ t H= 1 J / {') 0 SAN DIEGO, CA 92108 CALCULATED BY ~, /"VJ_ DATE -e 7. D
Phone (619) 497-2118
Fax (619) 497-0429 CHECKED BY---'-------DATE ____ _
SCALE~ bbu_ -~~·~
A-N iyL.'-{S t~ C t.O µ7'0
==========--
:;
!~ B~~ :c (.t9ok)C ~ 1
) :?. 1-6 2-1~ 1
..!_ ':1__,.~~~·
(\Jlv--1..,s ~
~Q~S ~l/2L)
(jg,_€ \S 6-;-( 8 ;,c ly 'f-11-'' L (;r
s; L::::;.7=..-ve:
w I sjg \. '>C {'·-!'' X. I 1-2-"
Tb·"?.
t0 I 'i ,-s I'-! " (/) k~ \ .s,
I ··-:.---=··--_,,_.~-~------~.-..-~~-~~ ....... --~--.. ~~-
L-t-c.ro ~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
Structural & Civil Engineers
7801 Mission Center Court Suite 400
SAN DIEGO, CA 92108
Phone (619) 497-2118
Fax {619) 497-0429
- • --.. -f •
JOB----=--=------=----==---------~
SHEET NO. _____ _..0._4_,_t\:-+·--OF _____ _
CALCULATED BY ~ DATE---"----
CHECKED BY-------,----DATE ____ _
SCALFOt:-k,Tl-B fuL,L -~ %~
• # •• \. --• ; :
[-le~ \Sli'S,e--" (J'Bo,;._)(;os:j ~ lD k-'
, LC)OD
'=fOOftvvl,-lA.) H~
~k-?-~ ~¢:£s
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MARTIN & MARTIN, INC.
STRUCTURAL & CIVIL ENGINEERING
7801 MISSION CENTER CT SUITE 400
SAN DIEGO, CA 92108
GENERAL FOOTING DESIGN
Page: 04!:;i
oF AS, ---PHOTO BOOTH(8X8 POST)
DESIGN DATA AXIAL LOADS
Allow. Soil Pressure = 2500.0 psf Dead Load = 0.00 k
.•• Short Term Increase 1,33 Live Load 0.0 k
Base Pedistal Height 0.00 in Short Term Load = 0,0 k
Seismic Zone = 4 •• :Ecc. Along. XsX Axis = 0.00 in
Overburden Weight = 0.00 psf ••• Ecc. Along Y-Y Axis = 0.00 in
Live & Short Term Loads Don't Act Together
Concrete Weight 145.0 pcf
-Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES -
.••• Pressures @ Left/Right
Moment: DL
Shear:
LL
Short Term =
DL
LL
Short Term
0.0 k-ft
0.0 k-ft
1.9 k-ft
0.00 k
0.00 k
0.00 k
•.•• Pressures @ Top/Bot
Moment: 'Dl-
Shear:
LL
Short Term
DL
LL
Short Term
=
=
0.0 k-ft
0.0 k-ft
0.0 k-ft
0.00 k
0.00 k
0.00 k
DIMENSIONS
Width Along X-X Axis = 3.50 ft
Length Along Y-Y Axis 3.50 ft
Thickness 18.00 in
Column Dim. Along X-X Axis = 8.00 in
Column Dim. Along Y-Y Axis = 8.00 in
--------------,--------SUMMARY---------------------
Soil Pressure Moments & Shears------
D+L .D+L+ST Max. Allowable
Max Pressure
Allowable Pressure
'X' Ecc. of Resultant
'Y' Ecc. of Resultant
Service Load Pressures ....
= 217.5 psf 487.7 psf
2500.0 psf 3325.0 psf
0.0 in 8.5 in
0.0 in 0.0 in
Left
Mu/Phi
Vu:1 Way
Vu:2 Way
Overturning Ratio =
Right
0.3 k-ft
0.6 psi
0.0 psi
2.5 :1
Top
93.1 psi
186.2 psi
1.5 :1
Bottom
DL + LL 217.5 psf 217..5 psf 217.5 psf 217.5 psf
Dead +live+Short Term 0.0.psf 487.7 psf 217.5 psf
Factored Load Pressures .••• Left Right Top
ACI Eq 9-1
ACI Eq 9-2
ACI Eq 9-3
30.4.5 psf 304.5 psf 304.5 psf
0.0 psf 682.8 psf 304.5 psf
0.0 psf 438.9 psf 195.7 psf
-----------FOOTING DESIGN-----------
f'c
Fy
Rebar CL Clear to Soil
Min. Steel%
= 3000 psi = 60000 psi
= 3.5 in
= 0.0014
'm' = Fy /(.85f'c)
Vn:1 ... 2(f'c)' .5
Vn:2 .. .4(f'c) • .5
23.53
= 109.54 psi = 219.1 psi
FACTORED SHEAR FORCES---------
Two-Way Shear
One-Way: Vu @ Left
One-Way: Vu @ Right
One-Way: Vu @ Top =
One-Way: Vu @ Bottom =
ACI 9-1 ACI 9-2
0.00 psi 0.00 psi
0.07 psi -0.36 psi
0.07 psi 0.59 psi
0.07 psi 0.07 psi
0.07 psi 0.07 psi
ACI 9-3
0.00 psi
-0.23 psi
0.38 psi
0.05 psi
0.05 psi
Vn * Phi
186.23 psi
93.11 psi
93.11 psi
93.11 psi
93.11 psi
FACTORED MOMENTS---------
Mu/Phi @ Left
Mu/Phi @ Right
Mu/Phi@ Top
Mu/Phi @ Bottom
ACI 9-1 ACI 9-2 ACI 9-3 = -0.0 k-ft -0.3 k-ft -0.2 k-ft
-0.0 k-ft 0.3 k-ft 0.2 k-ft
0.0 k-ft 0.0 k-ft 0.0 k-ft = 0.0 k-ft 0.0 k-ft 0.0 k-ft
Ru
1.4 psi
1.5 psi
0.0 psi
0.0 psi
SERVICE LOAD OVERTURNING STABILITY-------
Factor of Safety : Y - Y AXIS
Factor of Safety : X - X AXIS =
Static
--None-
·-None-
Short Term
2.47 :1
--None-
As Req'd
-0.244 in2/ft
0.244 in2/ft
0.020 in2/ft
0.020 in2/ft
217.5 psf
Bottom
304.5 psf
304.5 psf
195.7 psf
V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361