HomeMy WebLinkAbout1 LEGOLAND DR; ; CB983148; Permit<?1~·
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10/02/9'8 11: 01
Page 1 bf 1
Job lddtess: 1 .LEGO DR
u I L D
Permit Type: GOMMERCIAL BUILDING
Par~el.No~ 2~~-100-09-00
Va;luation:. 28,000
; (
I N G p E
;.,
R M I T
St,tite: ·
Lot#:,·
Permit No: C:898314.8
Pr6j~ct No: A9B0~091:
Developinent Wo·:
Occupancy Group: Reference#:
ConstrU<::tion Type: VN
Status: -ISSUED
Applied : 0 9 /:1 6/9'8
Apr/Tssue :. 10/02/98
Ente:red By:· MDP
804:,-79!;>9
Descri,ptio/'.].: PARK WIDE TOPIARY ARCHES
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760
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0LEARANCE ==::=% =·"'=--=:;=:::====·· _7 ~---..
CITY OF CARLSBAD
2075 Las Palmas Dr., Qµ-lsbad·, CA 92009 (619) 438-11(:il
•
•
PERMIT APPLICATION
FOR OFFICE USE ONJ.X
"PLAN CHECK No.fr, ..
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
EST. VAL. ____________ _
Plan Ck. Deposit _________ _
Validated BV.----------
Date __________________ _
Legal Description Lot No. Subc(ivision Name/Number Unit No. Phase No. Total II of units
Pr9po1ad Use
llof Stories II of Bedrooms II of Bathrooms
Botf.J9S'9
Telephone II I Fax 'u~ ' so-~ ...... ,,
Name Address Cit',' State/Zip Telephone II
·fi.' .:·coNTRACTOR'-,COMPANY.iNAMG'l\'1'7:i:~~ti'.'..!hI':i::'.'.'.';'.~'C:;,;::~·:::.:-,' ····,;·,,-... ·•;:,,.
(Sec. 7031.6 Business and Professlona Code: Any City or County which requires a permit to construct; alter, Improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a sjgned statement that he is licensed pursuant to tl:le provisions of the Contractor's License Law
!Chapter 9, commending with Section 7000 of Division 3 of the Busi.nus and Profusions Code} or that tie is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the.applicant to a civil penalty of not.more than five hundred dollars l$60011.
Name Address City. State/Zip Telephone II
State License II _________ ___ License Class---,----------City Business ·ucense 11 ______ __
Designer Name Address City Sfate/Zip Telephon!I
State License II _________ _
fa.·;,.: .. WORKERS~ .. COMPENSA TlQN,;;~~r;;;:J:~:.:,Sj~~.t~-;.-_~~2; ~1.:i·\ .. 1~.~~~~:~ .. : .:.i, .. ,_ .... : __ ...... -.... r.:-~,--·. ;. : ~..:~ .. r_ ·,.:; .=-:? ;\-.~: :: ". :r : .. ::~~.:; :: · ~: .. ::: t :~~~~::.::~~if. ~~ :,:~ w.. ._
Workers' Compensation Declaration: I hereby affirm under penalty of perjury-one of the'following declatitions:
O I have and will maintain a certificate-of consent to 11lf-lQSur1i for workers' compepsation II provided by-Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
O I have and will maintain workers( compensation, 111 required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company____________________ Policy No •. _____________ _ Expiration Date ______ _
ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1•1001 OR LESS)
O CERTIFIC~TE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, l1hall·not-1inploy.any person in any manner so 11
to become subje~ to the WQrkers' Compensation Lewi ()f California. -.
WARNING: Fall&Ye to aecure workers' c:ompenaatlon c:overege la I.Nllawful, end ehall 1ubject en employer to crlrilklal penaltlea end civil fines up to one hundred
thouaand dollar• 1•100,0001, In addition to the coat of compenntlon, demagea II provided for In Section 3708 of the Labor ®de, lnt.,.st end attorney'a fHe.
SIGNATURE. _______________ ..,... ______________ DATE ________ _
·1. -:OWNER~BUILDER!l>ECCARATIOH•;j••l-'.;::ti:!:~'.f"'.'.·':···"'""·'·'·:··: :~ '.i :···• .· .. ·' ,. ·: .• ,. .. ,. ·-"' .. •·• , ., • ,I • ~: I,; I•, , • '•' , , l, • '11,,,::/1 :1•;..:1.,1' • ::. I : -:· .. , ..
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
O I, as owner of 'the property or my employees· with wages as their sole compensation, will do the work and the structure is not intended or offered for 1111
(Sec. 7044, Business end Professions Code: The Con,ractor'1 Ucense U1w does not apply to an owner of property who builda or Improves thereon, and who do11
such work himself or through.his own.1mployae1, provided that such Improvements are not Intended or·offered for 1111. If, however, the building or improvement is
sold within one yur of completion, the owner-builder will have the bur~n of proving that he did not build or improve for the purpose of 11leJ.
ig' I, u owner of the property, am 1xcl!l9iv1ly contracting with llc1ri11d contractors to construct the project ISec. 7044, Busln111 and Prof111ion1 Code: The
~tractor's License Lew does not apply to an owner of property who builds or improves thereon, end contracts for 1ucfl projects with contractor(1l liceriled
pursuant to the Contractor's Ucense Law).
0 I am exempt under Section _________ ·Bu1in.11s and Professions Code for th)s·reaaoh:
1; I personally plan to provide the major labor end materials for construction of the proposed property improvement. O· YES l)ltlo
2. I @ave not) signed 1n application for a building permit for the proposed work. . .
3. I have contracted with the foll I person (firm to provide the proposed construction (include-name / addr111 / 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 / addreas / phone
number / contractors license number):. · ·--------------,.---------------------------,.-__,.._ -----'------6. I will provide some of the work,.but I hav.e contracted lhir1d) the following per1on1 to provide-the work Indicated (Include narrie /address/ phone number/ type
of work):, ________ ==t~r------i._,.~~-=--.----t----T"------=----......:..-----~+r.-+-.:-"'T"..-.,.....-------
DATE __,,~r...i....-:.,....-1-...w.--
( IU®IN.Q 1P£RNIIT$::oNL Y,:i,i'~;:'.:\'.d:: {'.;·, i.: //;,/, '·l i ;:\(:'.·,G -~··.f,? ,t:::i :, ,;·, .. ~: ,i:;;,)jJ ;Ji .. ,=,',1:-.:,.:: :: . ·
Is the applicant or future building occupent ·required to submit a business plan, acutely hazardous m1terlals· registration form or risk niinegement and prevention
program under Sections 26606, 26633 or 26634 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the elr pollution control district or eir quality management clistrlct?. 0 YES O NO
is the facility to be constructed within 1,000 feet of the outer boundary of a school site? tJ YES O NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
I hereby affirm that there is.a cona,ruction lending a111ncy for the performance of the-work for which this·permi_t is issued !Sec. 30971il Civil Codel,
LENDER'S NAME _________ -'-----LENDER'S ADDRESS_,.._,_,_ __ __..,_--,---------------
•9.:-... : APPLICANT-' CERTIFICA noN i!f Hc~tt!:~!}~~~~~riJ1! ;;;J1~~~,.:,·/:J:~::{ :~~;1t~:;~~~)~·il~~~ ::-;~,}i\!J~\. ,1t.-:·::.:;:;i! :::t~··:.: ·.:: .. =:::-. -, r.~,~·l!.t ·:.; .-.'.1~· • ~~:·::~ '::::.:.i::-: ·: ,: ·:1.::;._. ...... ; ~ 1 !:1-..: ,:.-: '.. -;;.; i· h·: :. · ..
I certify that I have reed the applicati\>n·end state that the above Information-ls cQrrect and that the-lnformatlon,on the-plans 11. accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby 1uthorli1 r1pr11intativ11 of the· Citt· of Carlabacl to enter upon the above mentioned
property for inspection purpo111. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY-IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over s•o• deep and demolition or constru~lon,of 1tructur11 over 3 1toriu In height.
EXPIRATION: Every permit l11u1d by the ~ulldlng Official \lnder the provisions of thl1 Codi shall expire by limitation and .,_come null and void if the ~ulldlng or
work euthorized by such permit Ii not commencad within 385· daya 'from the date of such permit or If the building or wcifk.1uthoriz1d by such permit is 1i11pl!nd1d
:P::::::~.: a~
1
::A:::E the work 11 ommence~ for• rlod of 18 days !Section 108.4.4 Uniform Bulldi;A~;-1· 'f. /. , / J. t!{' . ____ /1~'1
...
City of Car[sbad Inspection Request
Permit# CB983148
Description:
For: 1/5/99
Type: COM Sub Type:
Job Address: 1 LEGO DR
Suite: Lot
Inspector Assignment:
APPLICANT : LANDON DAWN
Owner: LEGOLAND CARLSBAD INC <LF> LEGO
Remar.ks:
Total Time: Requested By: KEVIN
Entered By: CHRISTINE
CD Description Act Comments
11 flg/f oundation/Piers 1/-yJ -------,-~,.....----.'-I-,----'----------
____ .......... _ .......... __ .,........____. ___ --· -----'----------'-------
... ,.=;;::.
atttn nf (!tarlsbah
' REQUEST FOR INSPECTION RECORD
•
. /) e, . /,. .L TIME: \'d.,',\ \ ~,ro . \-z_.\-z_q .
INSPECTOR_--"-t-c_,-_i_'f_ ~,---,. __ PERMITNO. __ Q.,..., '""'S?._ ... ...,.~ .... \-':::\_..._g_..._, __ ,. ____ DATE: \W2C> .
ADDRESS \ La'jf> ;\)4
REQUESTED BY~\c;..-<2J.>::S,ow::,,.CS>c'=· a.·=--· ___________________ PHONE NO. to\9\SM-<2.~<0
CODE STRUCTURAL
11 Ftg/Foundation/Piers (rebar)
12 0 Steel/Bo.nd Beam
13 0 Shear Panels/HD's (o.k. to wrap)
14 0 Frame/Steel/Bolting/Welding (Decks)
15 0 Roof/Reroof (Patio) k 16 0 Insulation
17 0 Interior Lath/Drywali
18 0 Exterior Lath/Drywall (Nall/Screw)
19 0 Final
CODE PLUMBING ..
21 D Underground/Under Floor
22 0 Sewer/Water Service
23 0 Gas/Test/Repairs
24 0 Rough/Topout
25 0 Water HeatersN~nts
26 0 Plumbing Repairs/Sprinkler
29 0 Final
CODE ELECTRICAL
31 0 Underground/Conduit-Wiring
32 0 Const. Service/Agricultural (Temp Electric
33 0 Service Change/Upgrade
34 0 Rough Electric
38 0 Signs
39 0 Final
CODE MISCELLANEOUS·
71 0 Set Ups (Mobile Home)
77 D Under Floor Bracing (Mobile Home)
0 Other-Specify
PERSON TAKING REPORT: ... c..,,.,...(_9.._) ______ _
CODE MECHANICAL
41 0 Untlerground Ducts
42 0 FluesNents
43 D Air Cond/Furnace Set
44' D Rough/Duds/Dampers
45 0 Hoods
46 D Repairs
47 0 Fireplace/Chimney ·
48 0 Exterior Appliances
49 IJ filial
CODE SWIMMING POOLS/SPAS ,, .
51 . D Excav/Steel/Bonding/Fenc;e
52 D Underground Plumbing ·
53 D ElectridConduit/Wiring
55 D Fence/Pre-Plaster
57 ·O Gunite
59 D Final
CODE COMBINATION
Bi · 0-Underground Combo (11, 12, 21, 31)
82 D DryWall, exterior lath, gas test (17, 18, 23)
83 : D Roof Sheathing-exterior shear (13, 15)
84 D Rough Combo (Ceiling T Bar) (Grids) (14,24,34,44)
89 D Final Combo (19, ~9, 39, 49)
CODE MASONRY
61 D Footing (Masonry)
62 D Steel/Bond Beam (getting ready to grout)
65 ti Retaining Walls
Special Instructions: ---------:e-----,----------.----------,,-------,.----
Ready for Inspection: D Monday D Tuesday Wednesday D Thursday D Friday
DAM 0 PM
!---,-• ·.,
EsGll Corporation
'l.n Part~tsli.ip witn {jove.rnment for 'lJuifaing Saftt9
DATE: September 25, 1998
JURISDICTION: Carlsbad
PLAN CHECK NO,: 98-3148
PROJECT ADDRESS: 1 Lego D.r.
PROJECT NAME: To,piaey 4rcbes
• SET:I
Cl APPLICANT ce: JURJg---::..J
Cl PLAN REVIEWER
Cl FILE
~ The plans transmitted :herewith .have been. cor.tected where necessary and stJbstantially comply
with the jurisdicti'on!s building codes. ,
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor d~ficiencies identified below are resolved and checked by building department ·~ .
D. The plans transmitted herewith have si'gnificant deficiencies identified on the enclosed check
list and -should be· corrected and resubmitted for a complete recheck.
D The check· list transmitted herewifh is for yo1:;1t information. The plans are being held at Esgil
Corporation until corrected plans are s11brnitt~d for recheck.
D The applicant's copy of the check list is enclosed for the_judsdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ Esgil C~rporation staff did ·not advi$e·the ·applicant that the plan check has been completed.
0 Esgil Corporation staff did advise tl;le ap~licant that.the plan check has been completed.
Person contacted: ' · · . Telephone #:
Date contacted: (by: , ~--. Fax #:
Mail Telephbn~ Fax In Person ,
~ REMARKS: Special inspection is re d for the caissons.
By: -K'lJl't Culver
Esgn·corporatton
D GA D MB CJ EJ D PC
izl")(?losures:
9/17/98 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + $i,mDjegQ,. California 92123. + (6i9) 560-1468 + Fax (619) 560:1576
,.,
Cadsbad 98-3°148
. September 25, 1998
VALUATION AND PLAN CH~CK FEE
JURISDICTION: Carlsbad PLAN CHECK Nb.: 98-3148
PREPARED SY: Kur.t Culver DATE: .$ep1;ember 25, 1998
. BUILDING ADDRESS: 1 Lego Dr.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
,. ,j ,.
BUILDING PORTION BUil.DiNG AF{EA VALUATION. VALUE
(ft.2). MULTIPLIER ($)
-
..
. . ..
-.
. .
.
-
.. -·'
. . .,
' · . .. ,. ' . . . .. . .. ..
Air Conditioning -Fire Sprinklers
. -
.•
TOTAL VALUE
·-··
D 199 UBC Building Perr-nit Fee D Bldg. Permi~ Fee _by ordinance:$.
D 199 UBC Plan Check Fee-D Plan Check Fee PY ordinance: $
Type of Review: D Complete ~~view O Structurc:3I:·Qn_ly ' :[gl Hourly
D Repetitive· Fee Applicable D Other:
Esgil Pla·n Review Fee:_ $ 305.03
Comments: Review of plans for topiary arches:-Esgil fee = _3½ hrs. @ $87.15/hr.
· Sheet 1 of 1 .
macvalue.doc 5196
..
PLANNIN·G/ENCINEERI.NG APPROVALS
PERMIT NUMBER CB 98-3/t/6
ADDRESS . ..:1.. L&-G:o t)Rlt/.£
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
< < $10,000.00)
·L_£CqL-A7V.(J-
OTHER 7'o/?/tzz€ y· A tfetfES .
PLANNER.~~ .
ENGINEER
ooCS/Mtsforms/Ptannlng Eoolneenng Approvais
DATE <J'-/7-<Jcf
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLACE FAIRE
COMPLETE OFFICE BUILDINC
DATE 9-/7-9£
DATE ----------
City of Carlsbad. . .. 98324
, ·· · Fire Department • Bureau of Prevention
Plan Review: Requirements C11tegQry: Building Plan Check
Date of Report: Friday, September 25, 1998
Contact Name Dawn Rollins
Reviewed by: __ ~-----''-A ..... ~ .__A_,,____ (
Address 5342 Armada Dr ~-----------------~-
City, State Carlsbad CA 92008 .
Bldg: Dept. ·N0; C-B983148 Planning No.
Job Name Topiary arches
Job Address _1_L_e..._go_· ---'----------------------''-------Ste. or Bldg. No. -------'-----
~ Approved -The item you have submitted for review has been approved, The approval is
ba.sed on plans; information and/or specifications provided in your submittal; ·
therefore any changes to these items after this date, including field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to comply With instructions in this report can result in suspension of permit to
construct or install improvements.
D Disapproved -Please see the attached report of oeficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st~~-2nd~.'-,---_
Other Agency ID
CFO Job# 98324 File# ______ _
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
To
Building Department
City of Carlsbad
Mike Peterson
From
Dawn Rollins Landon, P.E. .
LEGOLA~D
E ..ST.ATE~
Copy to D320, D321, C349, R330 cc: CR, HOK; SS, BBC; ecc: DC, JP, IS, BC, RA, MZ
. . . Memo/Report
~. -j;.
Date
9/16/98
Page-1 .1
· Extension·
.·157
Re: New Permit Application -.OUPLO, Castle Hill, Ridge Topi~ry Arches
Dear Mike:
Please find attached a permit application with drawings ·tor plan check to review and issue a
foundation and structure permit for topiary arches .. The rel~ted permits already issued are:
>" CB 97-2027 DUPLO Cluster permit
>" CB 98-2267 Fairy Tale· Brook turntable foundation
>" PCR 97-106 Fairy Tale arook Maintenance building·
>" CB Ridge Maze & Overlook Platform
>" CB 97-3356 Castle Hill Cluster permit
>" CB 98-2696 Breath Taker Queue Structure
Included are the following documents and drawings, 3 wet stamped copies of each:
• Structural Calculations, Topiary Arch Frame, prepared by David Smith; 15 pages (blue tab). ~
• Structural Calculations, Jack in the Beanstalk Topiary Frame, prepared by Prestige -;:I-·
Performance, 14 pages (redtab).
• Structural Calculations, prepared by OuterSpace Landscape (white tabs), for:
Safari Ride (D320) both.located in DUPLO.; the Amazing Maze and the Ridge Tunnel,
both located ih the Ridge R330; Fairy Tale Brook (0321).; and the Breath Taker C349 (2
ea) located in Castle Hill.
Sheet No.
• PW001
• D321-00-L332.2
• C349-00-L552
• R330-20-L360
• D320-00-L331
• D321-30-V901
• D321..,30-V905
Comment
Site Plan, with Legal Description, to show the _location in the park.
DUPLO FTB Model & Prop Location Plan for all topiary items in this
cluster:
Castle Hil_l Breath Taker Showscape/Landscape Plan
Ridge Nature Maz~ Showscape/Landscape Plan
DUPLO Safari Ride Showscape/Larndscape Plan
DUPLO FTB Topiary Arch Frame .
DU PLO FTB Jack in the Beanstalk Topiary Frame
Please let me know if you have .any questions:
Best Regards, r-------
LEGOLAND Californialnc.
1 LEGO Drive
Carlsbad, CA 92008 USA
Tel: (760) 804-8355, Fax: (160) 804-7959
U0
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Engineering Analysis _
Jack in the Beanstalk Topiary Frame
LEGOLAND
Prepared for :
COBURN topiary & MANIFESTATIONS
20182 Questbaven Road
Elfin Forest, Escondido, CA
92029
Prepared by:
Michael R. Johnson, J_>.E.
Prestige Performance
2350 Mountain Avenue
La Crescenta, CA 91214-3134
Telephone -(818) 541-1057
Fax -(818) 541-1057
Submitted September 8, 1998
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OuterSpace Landscape
Furnishir.1gs, Inc.
7 5 3 3 Dr a p.e r Av e .
L a J o 11 a CA 9 2 0 3 7
Web: fences.com, erlau.de
Email: outerspace@znet.com.
Tel: '80.0.338.249~.
LA N o s c A p E Fax: 6i9.45'9.3622
FURNISHINGS
TABLE OF CONTENTS
1. TABLE OF C_ONTENTS
2. MATERIAL U$T
3. SPECIFICATIONS
4. AMAZING MAZE
5. BREATH TAKER-2 UNITS
6. FAIRYTALE BROOK
7. RIDGE TUNNl::L
8. SAFARI R,IDE PLAN VIEW
9. SAFARI RIDE; ELEVATION·
10. SAFARI RIDE DIMENSIONS
11. FOOTING DETAIL
12. BASE ANCHOR
ALE&i3
ErlauAG
MANUFACTURERS REPRESENTATIVES SINCE 1979
SUBM.ITTALS
13. LEGIFLOR COMPONENT, HARDWARE ANO CONNECTIONS
14. LEGIFLORMESH AND ATTACHMENT
0
OuterSpace Landscape
Furnishings, Inc.
7533 Draper Ave.
La Jolla CA .92037
Web: fences.com, erlau,de
Email:.outerspace@znet.com
LANDSCAPE
FURNISHINGS
Tel: 800.J38.2499
Fax: 619.45~.3622
•
•
MATERIAL LIST
5 LEGIFLOR STRUCTURES
ALL STRUCTURES COME WITH HARDWARE. SE~ DETAILS .
CONSISTING OF:
AMAZING MAZE
8 TYPE AD BAS~ ANCHORS-2000mm
8 COLUMNS-3800mri1
4 BEAMS-3800 (2 REINFORCED)
22 MESH PANELS-SEE DETAIL
BREATH TAKER (ALL QUANTITIES x 2)
6 TYPE A BASE ANCHORS-260mm
6 COLl)MNS-700mm
6 90° ARCS, INSIDE RADIUS-2060mm
8 . MESH PANELS-SEE DETAIL
FAIRY TALE BROOK (ALL QUANTITIES x 6)
2 TYPE AD BASE ANCHORS-850mm
2 COLUMNS-850mm
2 90° ARCS, INSIDE RADll)S-1940mri1
RIDGE TUNNEL
12 TYPE AD BASE ANCHORS-850mm
12 COLUMNS-2000mm
6 BEAMS WITH WELDED ANGLES-5580mm/400mm
· 25 MESH PANELS-SEE DETAIL
SAFARI RIDE
10
10
4
1
16
TYPE AD BASE ANCHORS-1.400mm
COLUMNS-1400mm
ANGLES 400/2395/400mm
ANGLES 400/2121/400mm
MESH PANELS-SEE DETAIL
I.
A LElf
Et1auAG
MANUFACTURERS REPRESENTATIVES SINCE 1979
LEGIFLOR SPECIFICATIONS
BASE ANCHORS: Square Tube steel 80 x 80 x 3(3.15" square x .12" wall), with two straps flat steel
250x40x5 mm(9.84" x 1.57" x .20") welded to sides. Minimum four bolt connections for attaching col-
umns to base anchor.
COLUMNS/BEAMS (TRIANGULAR PROFU .. E): 8 mm (.31") double-drawn steel wire-rod with 12
longitudinal wires and welded horizontal rings spaced every 200 mm (7.9"). Available in lengths
from 200 to 6000 mm (7.87" to 19'8") in increments of 200 mm. Sections may be bolted together and
reinforced for greater lengths and spans.
ARCS (TRIANGULAR PROFILE) Curvec! to 90°, 1-80°, and other arc lengths. Minimum inside ra-
dius 570 mm(22.5") .
• ANGLE SEGMENTS (TRIANGULAR PROFILE) Angled as specified ..
HARDWARE: Attachment hardware shall be supplied per manufacturer's instructions. Hardware
shall be hot-dip galvanized and powdercoated. Bolts to be hot-dip galvanized only, then touched up
with paint provided.
FINISH: All material, unless otherwise noted, shall be hot-dip galvanized afterfabrication with mini-
mum zinc layer of 80 µm (1.8 oz./sq. ft). Surface to be then mechanically cleaned and roughened
with stainless steel sandblast for optimum powdercoating adh~Sion. Non-lead, UV-stable, RAL poly-
ester powdercoating shall be electrostatically applied and thermally set in RAL 9005 (Forest Green).
ALL LEGIFOR COMPONENTS AND HARDWARE.ARE BUil T AND DESIGNED USING THE MET-
RIC SYSTEM. WHEN POSSIBLE use THE METRIC SYSTE:M DURING SITE LAYOUT AND
• ERECTION.
ALL MEASUREMENTS IN MM,
UNLESS NOTED
MM TO INCHES, DIVIDE BY 25.4
. LEGIFLOR
OuterSpace Landscape Furnishings
7533 DRAPER AVENUE
LA JOLLA CA 92307
800/338-2499 F: 619/459-3622
LEGOLAND CALIFORNIA
AMAZING MAZE
tl
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f-oci £:!,
•
3800(149.6")
. ~ ~-.:a.:;"_~-.:..: i=-· ;:i---.::.:-."""I...:.-. ·_.i -
MESH. 24Q0(94._9~)x57'2(??.5")
~·a BEAM TO COLUMN
ATTACHMENTS, USE
WA-II CONNECTION
•
~
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= 11
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F50(29.5") __ .. 50_00(196.9").
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I -~ r750(29.5")-~-rLEGIFLOR I
ALL MEASUREMENTS IN MM,
UNLESS NOTED
MM TO INCHES, DIVIDE BY 25.4
OuterSpace Landscape Furnishings
.7533 DRAPER AVENUE
LA JOLLA CA 92307
800/338-2499 F: 619/4!:i9-3622
LEGOLAND CALIFORNIA
• • ~ VL-1 CONNECTION
. BREATH iAKER -2 UN\TS
4-MESH PANELS TYPICAL,
2 AT 13oornm(51.2")X WIDTH
2AT 18oomm(70.9")xWIDTH------..._
SEE LE.G\FLOR MESH AND
ATTACHMENT DETAIL
VL-1
coNNECTION
~ A f:1 '"" 0
~
MESH PANELS TYPICAL, SEE LEGIFLOR
MESH AND ATTACHMENT
DEl"AIL
290° ARCS
R=2060(.81.1") VL-1
CONNECTION ----... BASE ANCHOR
TiPE.A 260(10.2") I
300(11.8") +
NOME.SH l
TYPICAL -
SEE FOOTING
DETAIL BY
i::NGINEER
4310(169.7")
\ ELEVATION
---..;. ---...,._ &;' -
co lO i'
'<;j"
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_.,,.-~ .
--~-.,,.--
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LEG\FLOR .ou~erspace l,.andscape furnishings
7533 DRAPER AVENUE
ALL MEASUREMENTS IN MM,
UNLESS NOTED MM TO INCHES, 01v10E B'V 2s.4
LA JOLLA CA 92307
800/338-2499 F·. 619/459-3622
LEGOLAND CALIFORNIA
FAIRY TALE BROOK-6 UNITS
VL-I
/ CONNECTION ·
VL-I
CONNECTION -~
•
r,.. -. ·-- --,.
2438(96")
2 90° ARCS
R=1940(76.4")
4060(159.9") -
BASE ANCHOR
TYPE AD
. 850(33.5"
SEE FOOTING
-DETAIL BY
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J
-(_
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--1 /.
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ALL MEASUREMENTS IN MM,
UNLESS NOTED
MM TO INCHES, DIViDE BY 25.4
:-LEGiFLOR
OuterSpace Landscape Furnishings
75~3 DRAPER AVENUE
' LA JOLLA CA 92307
.800/338-2499 F: 619/459°3622
-LEGOLANi> CALIFORNI~
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380(15") . 1600(63") 10(,39") 1600(63") ~, l• -1-.
~. . 5410(213")
ALL MEASUREMENTS-IN MM,
UNLESS NOTED
MM TO INCHES, DIVIDE BY 25.4
•
~1
BASE ANCHOR -1
TYPE AD
850(33,5") .
SEE FOOTING
DETAIL BY
ENGINEER
T 400(15.8")
..t __ 10(.39")
R re 0 0 0 N
•
~00(11.8").
' MESH ,_·-11_: ~ 2000(78,7")x416(16.4")
. ~ TYPICAL SIDES.iSEE
' -. ·; · LEGIFL,OR Ml;SH AND
ATTACHMENT OETAIL SIDE Vll;W
· E;LEVATION
-----,__,.. _________ .__ ___ PLAN VIEW
' ,.
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MESH
1600(63") X 416(16.4")
TYPICAi:. TOPsSEE
LEGIFLOR MESH AND
ATTACHMENT DETAIL
--... ~ COLUMN BACK
. ,l
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10(.39") 1600(6~") . 380(15") ··I· •I I· ...
1·
-I LEGIFLOR
OuterSpace Landscape furnishings
7533 DRAPER AVENUE
LA JOLLA CA 92307
800/338-2499 F: 619/459-3622
· LEGOLAND CALIFORNIA
"·
• • SAFARI RIDE DIMENSIONS "' C\/
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MM TO INCHES, DIVIDE BY 25.4
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4311(169.7")
LEGl.:R FENCE AND GATES
OuterSpace Landscape Furnishings
7533 DRAPER AVENUE
LA JOLLA CA 92307
800/338-2499 F: 619/459-3622
LEGOLAND C~LIFORNIA
• • SAFARI RIDE PLAN VIEW
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HARDWARE
DETAILS
LEGI-R FENCE AND GATES
OuterSpace Landscape Furnishings
7533 DRAPER AVENUE
LA JOLLA CA 92307
800/338-2499 F: 619/459-3622
LEGOLAND CALIFORNIA
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ALL MEASUREMENTS IN MM,
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MESH'TYPICAL
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MESH DETAIL
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DETAIL BY
ENGINEER
I-.3500(137.8") -1
LEGIFLO.R
. O~terSpace Landscape Fur"ishings
7533 DRAPER AVENUE
• LA JOLLA CA 92307
-800/338-2499 F: 619/459-3622
LEGOLAND CAL:IFORNI~
6 -NO. 8 VERTICALS
SPACED AS SHOWN
SPIRAL TIE (SEE SECTION BELOW)
24"¢.
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MANUFACTURES ANCHOR
EMBtDMENT FOR ARBOR
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MANUFACTURES
RECOMMENDATIONS AND
SPECIFICATION
DETAIL FOR 24" DIA. DRILLED PIER
•
FINISHED GRADE
•
SCALE 3/4" = l'-0"
. MANUFACTURES. ANCHOR EMBEDMENT FOR
)
ARBOR COLUMNS. SHOWN FOR REFERENCE
ONLY. INSTALL PER MANUFACTURES
r RECOMMENDATIONS AND SPECIFICATION
I I NO. 3 SPIRAL TIE AT A 6" PITCH.
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SECTION FOR 24" DIA. DRILLED PIER
SCALE 3/4" = 1'-0"
LEGO._:jD
GAR L..5 BAt:,
Component ID . Drawing Number
C-000 00 00000
BULLETIN NO.
(714)588-8801 • (714)588-7216(/ax)
6E. JN. 9Wl5-~2
P:\LEG0LAND\98015-02 d -27 9-14-98 8:37:24 am
•
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BASE ANCHOR
TYPE A AND AD BASE ANCHORS FOR CONCRETE FOOTING
TYPE AD BASE ANCHOR
~
TYPE A BASE ANCHOR
._ DISTANCEAS
SHOWN ON
STRUCTURES
-T:-r 500mm FOR EMBEDMENT IN _J_ .._ CQNORETE FOOTING, SEE
-,-:;---1.-. · SEPARATE FOOTING DETAIL
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COLUMN BASE ANCHOR ATTACHMENT
KS-II ----,---------+--+flttO
SEE ,HARDWARE· ELEVATION DETAIL
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PLAN VIEW
LEGIFLOR
OuterSpace Landscape Furnishings
75~3 DRAPER AVENUE .
ALL MEASUREMENTS IN MM
MM TO INCHES, DIVIDE BY 25.4
LA JOLLA CA 92307
800/338-2499 F: 619/459-3622
. LEG.OLAND CALIFORNIA
LEGIFLOR COMPONENT, HARDWARE AND CONNECTIONS
•
•
LEGIFLOR COMPONENT FOR COLUMNS,
BEAMS, ARCS, ORANGLES .
SIDE; AND SECTION VIEW
200 ..
LEGIFLOR HARDWARE
VL-1
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WA-II
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BACK V
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VIEW, ELEVATION
ALL MEASUREMENTS IN MM
MM TO INCHES, DIVIDE BY .25.4
-I
PROFILE
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FRONT.
8mm DIAMETER
KS-II
ALL HARDWARE.USl=S 12mm
·BOLTS ANb NUTS, SUPPLIED
HOT-DIP GALVANIZED ONLY;
FOR FIELD TOlJCH~UP, WITH
PAINT PROVIDED.
WA-II CONNECTION
FRONT
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ELEVATION
LEGIFLOR
·. OuterSpace .L-andscape Furnishings
7$33-DRAPER AVENUE
LA.JOLLA CA 92307
800/338-2499 F: 619/459-3622
LEGOLAND -CALIFORNIA
• > i
•
•
LEGIFLOR MESH AND ATTACHMENT --
TYPfCAL LEG I FLOR MESH
50mm WIDTH x 200mm
LENGTH MESH OPENINGS
ATTACHED ro COLUMNS
OR .BEAMS USING KS-II
HARDWARE
MESH TO LEGIFLOR COMPONENT ATTACHMENT
PLAN VIEW
LEGIFLOR COLUMN, BEAM, ARC
/
OR ANGLE .
FRONT ~
BACK /
KS-II ATTACHED EVERY.
400mm(16") x LENGTH
ALL MEASUREMENTS-IN Mivl
MM TO INCHES, DIVIDE BY 25.4
KS-II CKAMP OVERALL DI MENSI
, LEGIFLOR
OuterSpace Landscape Furnishings ·
7533 DRAPER AVENUE
L,A JOLLA CA 92307
800/338-2499 F: 919/459-3622
LEGOLAND CALJFORNIA
LEGI architectural fences, gates and LEGI-Flor in welded steel wire and rod.
Hot-dip galvanized after fabrication and powdercoated.
0
LANDSCAPE
FURNISHINGS
E
Manufacturer's representatives since I 979.
7533 Draper Ave. La Jolla CA 92037 Ph: 800/338-2499, 619/459-6994 F: 619.459.3622
www.fences.com E-mail: legi@fences.com
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Steel Fences, Gates, Trellises and Structures
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J~EGI is a manufactufef bf archit~ctural feni::ing and gat~ as;w~if as niodul~r ~f"Dpot<eri~,fe½; z¾. .
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trellises ~and-.s~tu5.tures fofpu~iic; CQ!l}mer~lal arid re~jdent(a{'ptojEicts .. A.tiJ:o!11a1:._ed/welcVn.i ; ij!...--::~
~ystems _§'re:~"~ed inthe"fa_~~Ycafipn C>f dl~S~ aestheti~fand f~n~~naf he~vr-~_uty¢eel~wj~e /t/ t
'.products. Loc~ed in the:RuhrVall~x in Gennany, LEGI has;been~~mjly-6:Wne9 sih,ce,.194.9// . · ~ V: ', , ~ · , · · 1 • . : P · , f . . , :.-1 t
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FIT-FENCE_., .~. 'K~ 3; . I 1 -.. '-. ' ':, . I. ' --,' ,; .
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FENCE DETA.LS
HOWTO SPECIFY/ORDER FENCE
HOWTO SPECIFY/ORDER GATE$
LEGI-FLOR DETAILS
1,
HOWTO SPECIFY/ORDER LEGl~FLOR f_
MISCELLANEOUS PHOTOGRAPHS ,,
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SPECIFICATIONS /
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LElii
MESH: Shall be high tensile, double-drawn welded steel wire and rod. R, Fit, B-Fence: Vertical wire to be 6mm o,d,, double horizontal wire rod to be 8mm
o.d. Standard mesh openings shall be 52X200mm o.c. or I 04X200mm o.c. Lite-Fence: Vertical wire to be 5mm o.d., double horizontal wire to be 6mm o.d.
Standard mesh openings shall be 52 x 300mm o.c. All mesh panels for fencing shall have vertical wires which project 30mm below bottom horizontal
members.
FENCE POSTS: Fit-Fence: patented system to be rectangular steel tube post 60X40mm with 20X40mm pressure plate. 8mm o.d. welded mounting
hooks inside for hanging mesh, Curved top cap shall have I 0mm hexagonal or one-way countersunk bolt & 30X60mm interior counterplate for tightening
posts and securing mesh, R-Fence: to be rectangular steel tube posts, 50X40mm or larger, with welded top plate 40X90mm, backing plate 40mm wide X
length of mesh and interior threaded inserts spaced every 200 mm inside post to receive bolts. B-Fence: I-beam style post, 80mm or larger, for acting as ball
stopping screen. Post sizes per site and height requirem~nts. For above fence systems, posts to be spaced at 2500mm (98.4") on center. Lite-Fence:
Patented truss-style post, I 50X20mm, manufactured from 8 & 6mm rod, Posts are spaced at 2490mm (98") on center.
GATES: Swinging gates: posts shall be I 00mm or larger welded square tube steel; gate wing frames shall be 60X40mm or larger welded rectangular tube
steel. Gate wings to be infilled with mesh per above, welded to inside center of gate frames. Base bolt to be contained within gate wing frame. Mortise
cylinder locks are galvanized and shall have anodized latches and plates. Cantilever and rolling gates: specifications shall be per above and per site, height
and width requirements,
LEG I-FLOR TRIANGULAR MODULE: Shall be 190mm (7.5") per side, composed of 12 longitudinal wire rods with welded horizontal rings spaced
every 200mm, using 8 mm o.d. wire rod.
·I-FLOR BASE ANCHORS: Shall be 80mm square tube steel with 40mm wide steel straps welded to sides. Height of anchor to be per
manufacturer's recommendations.
HARDWARE: All bolts and nuts shall be hot-dip galvanized or stainless steel. Fit-Fence: hexagonal or vandal-resistant 12mm bolts. R-Fence: hexagonal
or vandal-resistant bolts, type 2VA, 8X45mm. B-Fence: hexagonal 12mm bolts. LEGI-Flor: various hot-dip galvanized and powdercoated attachment
hardware shall be supplied per manufacturer's instructions. For safe transfer of load, all hardware shall be attached to longitudinal rods.
FINISH: Unless otherwise indicated, all parts to be hot-dip galvanized after fabrication with minimum layer of 1.8 oz./sq. ft. zinc, Surface shall then be
mechanically cleaned and roughened with stainless steel sandblast for optimal coating adhesion and polyester powdercoated per German Industry Norm
50976 in non-lead, UV-stable, thermally-set polyester powder paints. This process shall afford maximum durability with minimal compromising of surface
smoothness, Matching liquid paint to be provided for field touch-up. Bolts and nuts shall be hot-dip galvanized or stainless steel only, for field painting.
COLORS: Shall be RAL 6005 (Forest Green), RAL 7023 (Stone Gray), RAL 9005 Oet Black--limited option), RAL 7016 (Anthracite) or RAL 90 IO (Winter
White), Custom colors shall be liquid paints. Also available in hot-dip galvanized only.
OTHER PRODUCTS:
Fence with posts spaced@ 3020mm o.c. (118.9") is available for orders larger than 250 linear meters (820 LF) for installation cost savings.
For material cost savings, fence panels using all 6mm wire (3 gauge) is available for orders larger than 500 linear meters ( 1650 LF) .
• sh panels with other mesh opening sizes are available: I 00mm square, 200mm square, 35X200mm. Please inquire.
To convert from mm to inches, divide by 25.4.
Recent Projects
APL Lines, Port of Los Angeles CA
DMJM, Los Angeles CA
Blue Cross/Blue Shield Data Center,Waukegan IL
Fischer Wisnosky Arch., Inc., Springfield, IL
Jacobs Ryan Associates, Chicago IL
Boston Women's Shelter, Boston MA
Carol Johnson & Associates, Cambridge MA
East Carolina University, Greenville NC
Lee & Liu Associates, Washington DC
Eli Lilly Company, Lafayette IN
Flad & Associates, Madison WI
Fletcher School, Cambridge MA
City of Cambridge, MA
Lakeshore Trails, Muskegon Ml
Becket and Rader, lnc.,Ann Arbor Ml
Microsoft, Redmond WA
Zimmer Gunsul Frasca Partnership, Portland OR
New Veterans Home, Barstow CA
KTU&A, San Diego CA
Ohio State University, Columbus OH
OSU Facilities Planning, Columbus OH
Omaha Botanical Gardens, Omaha NE
Alden Aust, LA, Omaha NE
Port of Long Beach/Hanjin Shipping, Long Beach CA
Pamela Burton & Company, Santa Monica CA
Price-Costco, Sacramento CA
Mulvanny Partnership, Bellevue WA
Ravine Park,Yonkers NY
IQ Landscape Architecture, Bedford Hills NY
Museum of Contemporary Art. La Jolla CA
Venturi Scott-Brown, Philadelphia PA
Garbini & Garbini, San Diego CA
Santa Barbara Zoo, Santa Barbara CA
Lenvik & Minor Architects, Santa Barbara CA
Target Retail Center, Chicago IL
Jacobs Ryan Associates, Chicago IL
University of North Carolina, Chapel Hill NC
Ross Murphy Finkelstein, New Bern NC
University Park Mall, South Bend IN
Kiku Obata Associates, St. Louis MO
University ofWashington, Seattle WA
Bruce Dees, FAS LA & Assoc., Tacoma WA
Virgina Beach Amphitheater.Virginia Beach VA
Oculus,Washington DC
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LEGI-R fence and double-wing gates at ampitheater entrance, 3.0 meters (IO') high
LEGI-Flor base anchor inside column
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LEGI fence systems, consisting of posts, mesh panels and
hardware, have been carefully designed for clean lines, structural
integrity, good looks and ease of installation.
Applications: Commercial, industrial, residential, sports facilities, public works,
gardens, high security areas requiring tall or deflector fence, architectural screening,
projects in high corrosion environments, and as complementary elements to LEGI-Flor;
Standard panels may be stepped to allow for slope of approximately one inch per foot
(4.5°). Fence is also available with factory-radiused panels.
University ofWashington, Seattle WA. Fit-Fence 2230mm (88")
R-Fence.
R-Fence posts have bolts
spaced every 200mm
(7.9") to secure mesh.
Available to I 0.7m (35')
high using stacked mesh
panels.
Posts can include single
or double deflectors, for
mesh or wire infill.
This unique fence system uses
single-bolt assembly and is
unmatched in speed and ease of
installation. Available to 2230mm
(88") high.
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2030mm (80") high R-Fence with 200mm (7.9") double deflector
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Lite-Fence.
Patented truss-style posts manufactured with 8 and
6mm rod. Mesh for this style fence is 6+5mm, lighter
gauge and more economical than standard mesh.
Lite-Fence, I 030mm (41 ") high
H,W-Fence.
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B-Fence with 50 & I 00mm openings, 4080mm ( 13'5") high
B-Fence.
The B-Fence is designed as a ball-stopping barrier, with mesh panels
attached to "I" beam shaped posts. B-Fence panels are specially •
manufactured to provide extra flexibility for sport-related contact.
Various hardware attachments can accommodate need for extra
strength, rigidity and vibration dampening (Legi-B.i.). Available in specific
heights only. Inquire for details.
Ornamental mesh panels used with Fit and R posts distinguish this
style of fence. Finials shown on page 8 are pop4lar options for
use with these panels.
W-Fence 1030mm (41") high
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H-Fence with R posts, 1830mm (72") high
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Base Anchors
Columns & Beams
Available to 6000mm (19.7')
in increments of 200mm
(7.9").
Plan View of triangular module
for columns, beams, angles and
arcs, 6.7" x 7.5".
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Angles
Available from 30° to 90°.
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Bolted inside columns
in varying lengths per
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Anchor with baseplate; plan view
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Sandblasting
Powdercoating
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3000 -------
Mesh
Sizes available to 3000mm x
2200mm ( I 18" x 87"). Standard
on-center mesh opening
dimensions are 52x200mm and
I 04x200mm. Other mesh
openings available.
~· las I (95)1(95)
RAL Powdercoated Colors
Arcs
Available in
radiuses greater
than 570mm (23")
and in any arc
length. Maximum
180° arc is
8020mm (26')
diameter.
90 I 0-Winter White
(limited option)
Custom colors in liquid paints available.
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How to specify/order: Fence
Specify per the components shown below for all styles offence.
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R A G 2230 s N RAL 7023 X
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Post Installation
Fit I 1f
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Corners
field-angled meshs-
no post,no
hardware
hardware only
...._ ____ w , rcr·
630-25"
830-33"
1030-41"
1230-48"
1430-56"
1630-64"
1830-72"
Height (mm -inches)
2030-80"
2230-88"*
2480-98"
3080-10.1 '**
4080-13.4'**
5130-16.8'**
12280-40.3'**
* Tallest single panel.
** Typical heights. Heights available to
12280mm in increments of 200mm.
How to specify/order:
Gates
Our quality welded-construction swinging,
rolling and cantilevered gates may be specified
and ordered in heights to match fence and in
widths to I Im (36'). Swinging gates have one,
two or three wings. Rolling and cantilevered
gates have one or two wings. Special locks and
other security elements are available. Specify
inside gate opening desired.
post & hardware
I I \. ,$ __ __,J
Mesh
• iQi
52 x 300mm openings
(Lite-Fence only)
l.Ei
•• 52 x 200mm openings 104 x 200mm openings
Finials
[fil [fil R, [nl
B 46mm• i . ]E , # , • • .,~ E
f'iY''.'","J IVYO< .. ,,. ·. i'; al ' .. .· "·', .-:·.-.: J -. -.,_ ·"'· '-' ., ' ·-~ ,1: :. ' '
•,,' .. '
B.i
• or larger, depending on height
Orders of Fit/R/B Fence over 250m (825 LF) available with on-center post spacing of 3 meters (approx. IO'). Orders of Fit/RIB
Fence over 500m ( 1650 LF) available using mesh panels manufactured with all 6mm wire.
• To convert from millimeters to inches, divide by 25.4 • To convert from inches to millimeters, multiply by 25.4.
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LEGI Gates.
Our quality, all-welded construction swinging, rolling and cantilevered gates have been developed for
parks, gardens and commercial/residential security. Intelligent design, along with hot-dip galvanizing and
powdercoating, make them both attractive and sturdy. Gates are available in most heights, widths and in
multiple configurations. Custom hinge, closing and locking options are available.
Double-wing gate 2030mm (80") high
Typical gate hardware
Double-wing gate 2230mm (88") high Note mesh is welded to gate frame
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LE&i3 LEG I-Flor.
Legi-Flor is a modular system of triangular open-frame components consisting of
columns, beams, angles and arcs, with mesh, base anchors and hardware. These
heavy-duty, welded steel wire-rod products are hot-dip galvanized after fabrication
and polyester powdercoated for superior corrosion resistance.
-r r1 t•
Applications: Classic or contemporary, linear or dimensional gazebos, pavilions, arbors, trellises,
porticos, pergolas, murals, decorative fencing and sculpture may be created. In tight spaces or
open sites, LEG I-Flor introduces greenery and ornament to landscape design and architecture.
Torchiere planters, University Park Mall, South Bend IN -~
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Legi-Flor pavilion.The Meadows Retirement Community, Napa, CA
&
~190~
Plan View of triangular
module for columns,
beams, angles and arcs,
6.7" X 7.5". •
{ '•
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All that is necessary to specify or order LEG I-Flor is a
dimensioned sketch, faxed or sent to us. After an order is
received and shop drawings are approved, designs are
manufactured to specifications and delivered with appropriate
hardware and base anchors for installation.
Some pre-designed gazebos and trellises are available .
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************************~*************************
* * * s T A A D -III *
* RcvisioJl 22.3 *
* Proprietary Progra of *
* Research Engineers, Inc. * * Date= SEP 1 0 , 1998 * * Ti e= 10:16:48 *
* *
* USER ID: BURGESS ENG.I N]):ERI NG GROUP *
**************************************************
STAAD PLANE FRAME
INPUT WIDTH 7'2
UNIT FEET KIP
JOINT COORDINATES
1 .
2.
3 .
4.
5.
6.
7.
8 .
9.
1 .000
2 .000
3 0. 0
4 5. 7 4
5 11.480
6 11. 4 8
7 11.48
10.
1 1 .
12.
13 .
14.
1 5 .
16.
17.
1 8 .
MEMBER INCIDENCES
1 1
2 2
3 3
4 4
5 5
6 6
19. START USER TABLE
20. TABLE 1
2 1 . UNIT INCHES
22. GENERAL
23. LEGI
.000
6.590
7.94
12.96
7.94
6.59
0. 0
2
3
4
5
6
7
24. 0.936 5.94
25. 1 1.17 1.32
0.25 6.54 0.175
0.936 0.936 0
4.14
0 0
26. END
27. UNIT INCHES KIP
28. MEMBER PROPERTY AMERICAN
29. 1 TO 6 UPTABLE 1 LEGI
30. MEMBER RELEASE
3 1. 1 END MZ
3 2 . 2 S TART MZ
33. 5 END MZ
3 4 . 6 S TART MZ
35. CONSTANT
36. E 29000. ALL
37. PRINT MEMBER INFORMATION ALL
4. 3 2
0
.000
.000
.000
.000
.000
.000
0. 0
PAGE NO. 1
•
•
User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 2
MEMBER INFORMATION
------------------
MEMBER START END LENGTH BETA
JOINT JOINT ( INCH) (DEG) RELEASES
1 1 2 79. 080 .00 000000000001
2 2 3 16.200 . 0 0 000001000000
3 3 4 91.506 .00
4 4 5 91.506 .00
5 5 6 16.200 .00 000000000001
6 6 7 7 9. 0·8 0 .00 000001000000
************ END OF DATA FROM INTERNAL STORAG:(-: ************
3 8. SUPPORT
3 9. 1 FIXED
4 0. 7 FIXED
41. DRAW JOINT MEMB SUPP PROP
•
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User ID: BURGESS ENGINEERING GROUP
***************************j**********************
* *
* s T A A D -III *
* Revision 22.3 *
* Proprietary Progra of *
* Res carclt Engineers , Inc .. * * Date= SEP 1 0, 1998 *
* Ti e= 10:16:48 *
* * * USER ID: BURGESS ENGINEERING GROUP *
* * * * * * * * * * * * * * * * * * * * * * * * *-* * * * * * * * * * * * * * * * * * * * * * * * *
1. STAAD PLANE FRAME
2. INPUT WIDTH 72
3. UNIT FEET KIP
4. JOINT COORDINATES
5. 1 .000
6. 2 .000
7. 3 0. 0
8. 4 5.74
9. 5 11.480
10. 6 11.48
11. 7 11.4.8
12. MEMBER INCIDENCES
1 3 . 1 1
14. 2 2
15. 3 3
16. 4 4
l 7 . 5 5
18. 6 6
19. START USER TABLE
20. TABLE 1
21. UNIT INCHES
22. GENERAL
23. LEGI
.000
6. 5 9 0
7.94
l 2 . 9 6
7.94
6.59
0.0
2
3
4
5
6
7
24. 0.936
25. 1 1.17
5.94 0.25 6.54 0.375
1.32 0.936 0.936 0
4. 14
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26. END
27. UNIT INCHES KIP
2 8 . MEMBER PROP ER TY AMERICAN
29. 1 TO 6 UPTABLE 1 LEGI
30. MEMBER RELEASE
31. l END MZ
32. 2 START MZ
33. 5 END MZ
34. 6 START MZ
35. CONSTANT
36. E 29000. ALL
37. PRINT MEMBER INFORMATION ALL
4.32
0
.000
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.000
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0.0
PAGE NO. 1
User ID: BURGESS ENGINEE.RING GROUP
FRAME PAGE NO. 3
-10
H> N z z z z z Ul Ul -< X C -I -I ::i: -I ::i: ::i: ::i: z r Ul· m ::i: L, -< :a mm :a > > > H -0 C m -I
Ul X X x -I II II II II II m C) <: II II II -I > -m
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FRAME --PAGE NO. 4
42. UNIT FEET KIP
43. LOAD 1 DEAD+ LIVE
44. MEMBER LOAD
45. 3 UNI GY - . l 7 2
46. 4 UNI GY - . 172
47. LOAD 2 WIND FROM LEFT
48. MEMBER LOAD
49. 1 UNI GX .088
50. 2 UNI GX .088
5 1 . 3 UNI GX 0.088
52. LOAD COMB 3 DL+ LL
53. 1 1 . 2 1 .
54. PERFORM ANALYSIS
PROBLEM S T A T I S T I C S
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 7/ 6/ 2
ORIGINAL/FINAL BAND-IDTII = 1/ 1
TOTAL PRIMARY LOAD CASES 2, TOTAL DEGREES OF FREEDOM 15
SIZE OF STIFFNESS MATRIX= 90 DOQBLE PREC, ORDS
REQRD/AVAIL. DISK SPACE = 12. 01 / 221. 5 MB, EXMEM = 1963. 9 MB
++ Processing Element Stiffnes~ Matrix.
•
++ Processing Global Stiffness Matri-x.
++ Processing Triangular Factorization.
++ Calculating Joint Displacements.
++ Calculating Member Forces.
55. PRINT MEMBER FORCES.ALL
•
10:16:48
10:16:48
10:16:48
10:16:48
10:16:48
User ID: BURGESS ENGINEERING GROUP
FRAME - -PAGE NO. 6
************** END OF LATES'T ANALYSIS RESULT'*******·*·******
56. PRINT SUPPORT REACTIONS
•
•
User ID: BURGESS ENGINEERING GROUP
FRAME - -PAGE NO. 7
SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE PLANE ------------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z
1 . 3 8 1.. 31 . o·o .00 . O·O - 2 . 5 0
2 -i.01 - . 2 3 .00 .00 .00 4.72
3 -.63 1.08 .00 .00 .00 2.22
7 1 - . 3 8 1 . 3 1 .00 .00 .00 2. 5 0
2 -,. 3 6 .23 .00 .00 .00 2.40
3 - . 7 4 1 . 5 4 .00 .00 .00 4. 8 9
************** END OF LATEST ANALYSIS RESULT**************
57. DRAW MSD 3 MZ VAL
•
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58. FINISH
*****·********** ·END OF STAAP-III ********·*·******
**** DATE= SEP 10,1998 TI ME= 1 0 : 1 6 : 4 8 ****
* * * * * * * * * * * * * * * ... * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ... * * * * * * * * * *
* For questions on STAAD-III, c.o n tac t : * * Res ear c11 Engineers, Inc al * * West Co as t : Ph-( 7 1 4) 974-25,00 Fax-( 7 1 4) 921-2543 * * Ea s t Co-as t: Ph-( 5 0 8) 688-3626 F·a x -( 5 0 8) 685-7230 * *********************************************************
•
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DATE: '7 -/tJ -~5-
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FRAME - -PAGE NO. 4
42. UNIT FEET KIP
43. LOAD 1 DEAD + LIVE
44. MEMBER LOAD
45. 3 UNI GY -.172
46. 4 UNI GY -.172
47. LOAD 2 WIND FROM LEFT
4 8. MEMBER LOAD
49. 1 UNI GX .088
50. 2 UNI GX .088
5 1 . 3 UNI GX .088
52. LOAD COMB 3 DL+ LL
53. 1 1 . 2 1 .
54. PERFORM ANALYSIS
PROBLEM S 7,A TIS TICS
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 7/ 61 2
ORIGINAL/ FINAL BAND-IDTII = 1 / 1
TOTAL PRIMARY LOAD CAS-ES 2 , TOTAL DEGREES OF FREEDOM 15
SIZE OF STIFFNESS MATRIX= 90 DOUBLE PREC. ORDS
REQRD/AVAIL. DISK SPACE= 12.01/ 221.4 MB, EXMEM = 1963.9 MB
++ Processing Element Stiffness Matrix.
•
++ Processing Global Stiffness MatrJx.
++ Processing Triangular Factorization.
++ Calculating Joint Displacements.
++ Calculating Member Forces. ·
5 5. PRINT MEMBER FORCES ALL
•
11:41.:59
11:41:59
11:41:59
11 :. 4 1 : 5 9
11:41:59
User ID: BURGESS ENGINEERING GROUP
FRAME • • PAGE NO. 6
************** END OF LATEST ANALYSIS RESULT**************
56. PRINT SUPPORT REACTIONS
•
•
•
•
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58. FINISH
******"*******·** END· OF STAAD-III ***************
**** DATE= SEP 10,1998 TI ME= i 1 : 4 1 : 5 9 * * * *
**********************************•****************.*****
* For q'\lesticins on STAAD-111, contact: .,
* Research Engineers, Inc at *
* We s·t Coast: Ph-(714) 974-2500 Fax-( 714) 921-2543 *
* East Coast: Ph-( 5 0 8) 688-3626 Fax-( 5 0 8) 685-7230 *
*********************************************************
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* s T A A D -III *
* Revision 2 2. 3 *
* Propr.ietary Progra of *
* Research Engineers, Inc. *
* Date= SE.P 11, 1998 *
* Ti .e= !J: 29: 17 *
* *
* USER ID: BURGESS ENGINEERiNG GROUP *
******************************************~*******
1. STAAD SPACE FRAME
2. INPUT WIDTH 72
3. UNIT FEET KIP
4. JOINT COORDINATES
5. 1 0.0 0.0 0.0
6. 2 0.0 12.50 0.0
7. 3 18.90 12.50 0.0
8. 4 18.90 0.0 0.0
9. MEMBER INCIDENCES
10. 1 1 2
11 . 2 2-3
12. 3 3 4
13. START USER TABLE
14. TABLE 1
15. UNIT INCHES
16. GENERAL
17. LEGI2
18 .. 3.74 30.0 1.00 3.0.0 1.00
19. 3.74 3.74 0 0 0 0
20. END
21. UNIT INCHES KIP
22. MEMBER PROPERTY AMERICAN
23. 1 TO 3 UPTAB~E 1 LEGI2
24. MEMBER RELEASE
25. 1 END MZ
26-. 2 START MZ
27. 2 END MZ
28. 3 START MZ
29. CONSTANT
3 0 . E 2 9 0 0 0 ·. A~L
31. PRINT MEMBER INFORMATION ALL
842.4 842.4 100 56.16 5 6 . 16
•
•
User ID: BURGESS ENGINEERING'GROUP
FRAME PAGE NO. 2
MEMBER INFORMATION ------------------
MEMBER START END LENGTH BETA
JOINT JOINT ( INCH) (DEG) RELEASES
1 1 2 150.000 .00 0 O·O O O O O O O O O 1
2 2 3 226.800 .00 000001000001
3 3 4 150.000 .00 0 0 0 0 0 1 0 0 .0 0 O·O
****"'"'"'"'"'"'"'"'. END OF DATA FROM INTERNAL STORAGE "'"'"'"'***·*****
32. SUPPORT
3 3. 1 F IX~D
3 4. 4 FIXED
35. DRAW JOINT MEMB StJP'.P PROP
User ID: BURGESS ENGINE~NGGROUP
FRAME PAGE NO. 3
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36. UNIT FEET KiP
37. LOAD 1 DEAD t LIVE
38. MEMBER LOAD
39. 2 UNI GY - . 0 6 4
40. LOAD 2 WIND FROM LEFT
4 1 ; MEMBER LOAD
42. 1 UNI GX .03
43. LOAD 3 WIND FROM FRONT
44. MEMBER LOAD
45. 1 UNI GZ -0.03
46. 2 UNI GZ -0.03
47. 3 UNI GZ -0. 0 3,
48. LOAD COMB 4 DL + LL + WIND LEFT
49. 1 1 . 2 1 .
50. LOAD COMB 5 DL + LL + WIND FRONT
5 1 . 1 1 . 3 1 .
52. PERFORM ANALYSIS
S T A T I S T I C S
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 4 / 3 /
ORIGINAL/FINAL BAND-IDT:II = 1 / . 1
TOTAL PRIMARY LOAD CASES 3, TOTAL DEGREES OF FREEDOM
SIZE OF STIFF-NESS MATRIX = 144 DOUBLE PREC. ORDS·
REQRD/AVAIL. DISK SPACE= .12.01/ 220.9 MB, EXMEM = i963.9
++ Processing Element Stiffness Matrix.
++ Processing Global Stiffness Matrix.
++ Processing Triangulir Factorization.
++ Calculating Joint Displacements.
++ Calculating Member Forces.
5 3 . PRINT MEMBER FORCES ALL
8:29:17
8:29:17
8: i 9: 1 7
8:29:17
8:29:18
PAGE NO. 4
2
12
MB
User ID: BURGESS ENGINEERING.GROUP
FRAME - -PAGE NO. 5
MEMBER END FORCES STRUCTURE TYPE "" SPACE
-----------------
ALL UNITS ARE --KIP FEET
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 .60 ,oo .00 .00 .00 .00
2 - . 6 0 .oo .00 .00 .00 : 0 0
2 1 .00 .30 .00 . 00· : 0,0 1 . 4 7
2 .00 .07 .00 .00 .00 .00
3 1 .00 .00 .66 - . 0·4 - 5 . 8 9 .00
2 .00 .00 a , 2 8 .04 .00 .00
4 1 .60 .30 .00 .00 . o·o 1 . 4 7
2 -.60 .07 .00 .00 .00 .00
5 1 .60 .00 .66 - . 0 4 -5.89 .00
2 -.60 .00 - . 2 8 . 0·4 .00 .00
2 1 2 .00 .60 .00 . o·o .00 .00
3 .00 .60 .00 , 00 .00 .00
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3 - . 0 7 .6Q .Q0 . o.o ,00 .00
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3 1 3 .60 .00 .00 .00 .00 .00
4 - . 6 0 .00 .00 . 0-0 .00 .00
2 3 .00 .07 .00 .00 .00 .00
4 ,00 -.07 .0Q .00 ,00 .88
3 3 , 00. .00 - . 2 8 .04 .00 .00
4 .00 .00 .66 -.04 5.89 .00
4 3 .60 .07 .00 .00 .00 .00
4 - . 6 o. - • (J 7 .00 .00 .00 .88
5 3 .. 6 0 .00 - . 2 8 . 0 4 .00 .00
4 - . 6-0 .00 .66 -.04 5. 8 9 .00
************** END OF LATEST ANALYs1·s RESULT ******~*******
• 54. PRINT SUPPORT REACTIONS
FRAME
SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE
JOINT
1
4
LOAD
1
2
3
4,
5
1
2
3
4
5.
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.00
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************** END OF LATEST ANALYSIS RESULT******"**•**·**
55. DRAW MSD -5 MY VAL
•
•
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57. FINISH
*************** END OF STAAD-111 ***************
**** DATE= SEP 11,1998 TIME= 8:29:18 *"'**
*************-***********************************'***•****
* *
*
*
For q u e s. t i on s on S TAAD-I I I , con tac t :
Researc~ Engineers, Inc at
West Coast: Ph-(714) 974-2500 Fax-(714) 921-2543
*
*
*
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******************~******************************* • •
* s TA AD -III • • Revision 22.3 •
* Propriet~ry Pr•gra of • • Research Eng i n e e r s , Inc . * • Datea SEP 10, 1998 * • Ti e=-16:58:11 * • • • USER ID: BURGESS ENGINEERING GROUP *
*******************************~********~*********
STAAD PLANE FRAME
INPUT WIDTH 72
UNIT FEET KIP
JOINT COORDINATES
1 0.0 0.0 0.0
2 0.0 6.56 0.0
3 17.75 6.56 0.0.
4 17.75 o.o ·o.o
MEMBER INCIDENCES
1 1 2
2 2 3
3 3 4
START USER TAI!LE
TABLE 1
UNIT INCHES
GENERAL
LEGI
0.936 5.94 .25 6.54
0 0 0 0
END
UNIT INCHES KIP
.375 4.14 4 .. 32 1
MEMBER PROPERTY AMERICAN
1 TO 3 UPTABLE 1 LEG!
MEMBER RELEASE
1 END MZ
2 START MZ
2 END MZ
3 START MZ
CONSTANT
E 29000. ALL
PRINT MEMBER INFORMATION ALL
1.17 1.32 .936 .936
•
•
User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 2
MEMBER INFORMATION -----------------...
MEMBER START END LENGTH BETA
JOINT JOINT ( INCH) (DEG) RELEASES
1 1 2 78.720 .00 000000·000001
2 2 3 213.000 .00 000001000()01
3 3 4 78.720 .00 000001000000
************ END OF DATA FROM INTERNAL STORAGE************
3 2. SUPPORT
3 3. 1 FIXED
34. 4 FIXED
35. DRAW JOINT MEMB SUPP PROP
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FRAME PAGE NO. 3
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36. UNIT FEET KIP
37. LOAD 1 DEAD+ LIVE
3 8 . MEMBER LOAD
39. 2 UNI GY -.049
40. LOAD 2 WIND FROM LEFT
4 1 . MEMBER LOAD
4 2 . 1 UN I GX . 0 2 3
43. LOAD COMB 3 DL + LL
44. 1 1. 2 1.
45. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
----.. -.... -------~ -------------------..
User ID: BURGESS ENGINEERING GROUP
• · PAGE NO. 4,
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 4/ 3/ 2
ORIGINAL/FINAL BAND-IDTH = 1/ 1
TOTAL PRIMARY LOAD CASES 2, TOTAL DEGREES OF FREEDOM 6
SIZE OF STIFFNESS MATRIX= 36 DOUBLE PREC. ORDS
REQRD/AVAIL. DISK SPACE= i2.00/ 221.0 MB, EXMEM = 1963.9 MB
Processing Element Stiffness Matrix.
Processing Global Stiffhess Matrix.
Processing Triangular Factori~ation.
Calculating Joint Displacements.
Calculating Member Forces.
4 6. PRINT MEMBER FORCES ALL
16:58:12
16:58:12
16:58:12
16:58:12
16:58:12
User ID: BURGESS ENGINEERING GROUP
FRAME • -PAGE NO. 5
MEMBER END FORCES STRUCTURE TYPE = PLANE -----------------ALL UNITS ARE .. KIP FEET
MEMBER LOAD JT AXIAL SHEAR-.Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 .43 .00 .00 .00 .00 .00
2 · . 4 3 .. 00 .00 .00 .00 .00
2 1 ,00 . 12 .00 .00 .00 .31
2 .. 00 .03 .00 .00 .00 .00
3 1 .43 .12 .00 .00 .00 . 3 1
2 · . 43 .03 .00 .00 .00 .00
2 1 2 .00 .43 .00 .00 .00 .00
3 .00 .43 .00 .00 .00 .00
2 2 .03 .00 .00 .00 .00 .00
3 · .03 .oo .00 .00 .00 .00
3 2 .03 .43 .00 .00 .00 .00
3 · . 0 3 .43 .00 .. 0 0 .00 .00
3 1 3 .43 .00 .00 .00 .00 .00
4 • .43 .00 .00 .00 .00 .00 • 2 3 .00 . 0.3 .00 .00 .00 .00
4 .00 · . 0 3 .00 .00 .00 .19
3 3 .43 .03 .00 .00 .00 .00
4 • . 4 3 · . 0 3 • O·O .00 .00 .19
************** END OF LATEST ANALYSIS RES.ULT **************
47. PRINT SUPPORT REACTIONS
•
User ID: BURGESS ENGINEERING GROUP
FRAME PAGE NO. 6
SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE PLANE -----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z
1 1 .00 .43 .00 .00 .00 .00
2 - . 1 2 . 0,0 .00 .00 .00 . 3 1
3 - . 1 2 .43 .00 .00 .00 .31
4 1 .00 .43 .00 .00 .00 .00
2 -.03 .00 .00 .00 .00 . 1 9
3 -.03 .43 .00 .00 .00 . 1 9
*********-***** END OF LATES'T ANALYSIS RESULT**************
48. DRAW MSD 3 MZ VAL
•
•
User IO: BURGESS ENGINEERING GROUP
FRAME PAGE NO. 7
--i 0
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FRAME PAGE NO. 8
49. FINISH
*************** END OF STAAD-III ***************
**** DATE= SEP 10,1998 TIME= 1~:58:12 ****
* For questions on STAAD-JII, contact: *
* · Research ~ngineers, Inc at *
• West Coast: Ph-(714) 974-2500 Fax-(714) 921·-7543 •
• East Coast: Ph-(508) 6~8-3626 Fax-(508) 685-7230 •
*•******•••·····························••••*************
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User ID: BURGESS ENGINEERING GROUP
**************************************************
'8 TA AD -111
Revision 22.3
Proprietary Progra· of
Researeh Engineer~, Inc.
Date= SEP 10, 1998
Ti e= 21:21:13
*
*
*
*
*
* *
*
* USER ID: BURGESS ENGINEERING GROUP
*
*
*
*
*
*
*
*
* **************************************************
STAAD PLANE FRAME
INPUT WIDTH 72
UNIT FEET KIP
JOINT COQRD.INATES
1 0.0 0.0 0.0
2 0.0 3.28 0.0
3 0.89 6.61 0.0
4 3. 3 3 9.05 0.0
5 6.66 9.94 0.0
6 9.99 9.05 0.0
7 12. 4 3 6. 61 0.0
8 13 . 3 2 3 . 2 8 0.0
9 13 . 3 2 0.0 0.0
MEMBER INCIDENCES
1 1 2
2 2 3
3 3 4
4 4 5
5 5 6
6 6 7
7 7 8
8 8. 9
START USER TABLE
TABLE 1
UNIT INCHES
GENERAL
LEG!
0.936 5. 9 4 .25 6.54 .375 4.14 4.32 1 1.17 1.32
0 0 0 0
END
UNIT INCHES KIP
MEMBER PROPERTY AMERICAN
1 TO 8 UPTABLE 1 LEG!
MEMBER RELEASE
1 END MZ
2 START MZ
4 END MZ
5 START MZ
7 END MZ
8. START MZ
CONSTANT
PAGE.NO. 1
. 9.3 6 .936
User ID: BURGESS ENGINEERING GROUP . ", ~~ \ ,, . .
FRAME --PAGE NO·,i ,C • ', 2
42. E 29000. ALL
43. PRINT MEMBER INFORMATION ALL
•
•
. User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 3
MEMBER INFORMATION ------------------
MEMBER START END LENGTH BETA
JOINT JOINT ( INCH) (DEG) RELEAS-ES
1 1 2 39.360 .oo o o o o o o o o o o·o 1
2 2 3. 4i.363 .·OO 000001000000
3 3 4 41.408 .oo
4 4 5 41.363 . o·o 000000000001
5 5 6 41.363 .00 o o o o o 1 o o·o o o o
6 6 7 41.408 .00
7 7 8 41.363 .00 000000000001
8 8 9 39.360 .00 00000f000000
*+++++++*+++ END OF DATA FROM INTERNAL STORAGE+++***++++++
44. SUPPORT
45. 1 FIXED
46. 9 FIXED • 47. DRAW JOINT MEMB SUPP PROP
•
,•
User ID: BURGESS ENGINEERING G,ROUP
FRAME PAGE NO. 4
--10 H> z -I Ul Ul N --< X C: z z z z -I :I -I :t :I :I z r UI 111, :I I., -< Jl Jl mm > > > H 1J -c:: m ---1-
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User ID: BURGESS ENGINEERING GROUP FRAME - -PAGE NO. 5
48. UNIT FEET KlP
49. LOAD 1 DEAD + LIVE
50. MEMBER LOAD
5 1 . 2 UNI GY -. 19 6
52. 3 UNI GY - . l 9 6
53. 4 UNI GY - . 19 6
54. 5 UNI GY -.196
55. 6 UNI GY - . 196,
56. 7 UNI GY -.196
57. LOAD 2 WIND FROM LEFT
58. MEMBER LOAD
59. 1 UNI GX . 0·9 4
60. 2 UN-I GX .094
61. 3 UNI GX .094
62. 4 UNI GX .094
63. LOAD COMB 3 DL + LL + WL
64. 1 1 . 2 1 .
65. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S -----------------------------------
NUMBER OF JOIN.TS /MEMBER+ELEMENTS I SUPPORTS 9 / st· 2
ORIGINAL/ FINAL BAND--IDTH = l / 1
TOT~L PRIMARY LOAD CASES 2, TOTAL DEGREES OF FREEDOM 21
SIZE OF STIFFNESS MATRIX= 126 DOUBLE PREC. ORDS
REQRD/AVAIL. DISK SPACE= 12.01/ 220.8 MB, EXMEM = 1962.9 MB
++ Processing Element Stiffness Matrix.
++ Processing Global S,ti ffness Matrix.
++ Processing Triangular Factorization.
++ Calculating Joint Dis~lacements.
+ + C a l c u l a t i n g Me mb e r F o r c e .s .
66. PRINT MEMBER FORCES ALL
21:21:14
21:21:14
21:21:14
21:21:14
21:2-1:14
User ID: BURGESS ENGINEERING GROUP
FRAME • • PAGE NO. 6
MEMBER END FORCES ST.RUCTURE TYPE -PLANE -----------------
ALL UNITS ARE --KIP FEET
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 2.03 • . 7 7 .00 .00 . 0,0 -2. 51 ·
2 -2.03 .77 .00 .00 .00 .00
2 1 - . 3 0 ,98 ,_O 0 .00 .00 2.70
2 .30 • . 6 7 .00 .00 :oo .00
3 1 1. 7 3 . 2 1 .00 .00 .00 .19
2 • 1 . 7 3 .10 .00 .00 .00 .00
2 1 2 2. 16 - . 2 2 .00 .00 .00 .00
3 - 1 . 5 0 . 3 9 .00 .00 .00 -1.05
2 2 - . 4 7 . 5 7 .00 .00 .00 .00
3 . 3 8 -.26 .oo .00 .00 1 . 4 2
3 2 1 . 6 9 .35 .00 .00 .00 .00
3 · 1. ·1 2 . 13 . .00 .00 .00 . 3 7
3 1 3 1 . 5 0 . 4 1 .00 .00 .00 1.05
4 - 1 . 0 2 .06 .00 .00 .00 -.44 • 2 3 -.46 .03 .00 .00 .00 -1.42
4 .23 .20 .00 .·O 0 .00 1 . 1 3
3, 3 1.04 .44 . ·o o .00 .00 - . 3 7
4 - . 7 9 . 2.6 .00 .00 .00 .69
4 1 4 .91 .45 .00 .00 .00 .44
5 - . 7 4 .20 .00 .00 .00 .00
2 4 - . 10 • . 2 9 .00 .00 .00 - 1 . 1 3
5 - . 21 .. 3 7 .oo .00 .00 .00
3 4 .. 8 2 . 1 7 .00 . 0 0 .00 - . 6 9
5 - . 9 5 .57 .00 .00 .00 .00
5 1 5 .74 .20 .00 .00 .00 .00
6 - . 9 1 .45 .00 .00 .00 -.44
2 5 . 3 7 - . 2 1 .00 .00 .00 .00
6 - . 3 7 .21 .00 .00 .00 - . 7 4
3 5 1 . 11 -.02 .00 .00 .00 .00
6 -'l. 2 8 .67 .00 .00 . 0 0 -1. 1 8
6 1 6 l.Q2 .06 .00 .00 .00 .44 • 7 -1. 5 0 .41 .00 .00 .00 - 1 . 0 5
2 6 .43 .00 .00 .00 .00 .74
7 - . 4 3 .00 .00 .00 .00 - . 7 4
3 6 1.45 .06 .00 .00 .00 l . 1 8
7 - 1 . 9 3 .41 .00 .00 .00 - 1 . 7 9
7 1 7 1 . 5 0 ; ~ 9 .00 .00 .00 1.05
8 - 2 : 16 - . 2 2 .00 .00 .00 .00
FRAME
MEMBER END FORCE'S STRlJCTURE TYPE -----------------ALL UNITS ARE --KIP FEET
MEMBER LOAD JT AXIAL SiiEAR-Y
2 7 .37 . 2 1.
8 • . 3 7 - . 2 1
3 7 1 . 8 7 .61
8 -2.53 - . 4 3
8 1 8 2.03 .77
9 -2.03 • . 7 7
2 8 .30 .30
9 - . 3 0 • . 3 0
3 8 2,33 1 . 0 7
9 -2.33 - 1 . 0 7
67. PRINT SUPPORT REACTIONS •
•
,PLANE
SHEAR-Z
.00
. 0 0
.00
.00
.00
.00
.00
.00 .oo
.00
User ID: BllRG~S ENGINEERING GROUP
TORSION
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
PAGE NO. 7
MOM-Y
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
MOM-Z
.74
.00
1 . 7 9
.00
.00
2.51
.00
.99
.00
3. 5 0
User ID: BURGESS ENGINEERING GROUP
FRAME - -PAGE NO. 8
SUPPORT REACTIONS -UNl'.f KIP FEET STRUCTURE TYPE PLANE -----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z
1 1 .77 2.03 .00 .00 .00 -2.51
2 - . 9 8 - . 3 0 ,00 .00 .00 2.70
3 - . 21 1 . 7 3 .00 .00 .00 .19
9 1 - . 7 7 i.o3 .00 . 0,0 .00 2 . 5 1
2 - . 3 0 .30 .00 . 0,0 .00 .99
3 -1.07 2.33 . 0-0 .00 .00 3. 5 0
************** END OF LATEST ANALYSIS RESULT**************
68. DRAW MSD 3 MZ VAL
•
•
User ID: BURGESS ENGINEER,JNG GROUP
FRAME PAGE NO. 9
-I 0 U) H> N -< X C z z z z z -I -I U)
:I -I :I :I ::i: z r U1 IT1 :I .... -< :a :a mm > > > .... "'O C: IT1 -I
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69. FINISH
*************** END OF STAAD-Ili ***************
**** DATE= SEP 10,1998 TIME= 21:21:14 ****
*************.**•*****************************************
* F o r q u e s t i o-n s on S TAAD-I I I , con t a c t : *
* ~esearcb Engineers, Inc at *
* West Coast: Ph-(714) 974-2500 Fax-{714) .921-2543 *
* East Coast: Ph-(508} 688-3626 Fax-(508) 685-7230 *
*********************************************************
•
•
~ BURGESS ENGINEERING GROUP
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PAGE NO. 1
***************************4****'****'************
* *
* s T A A D -II I * * Rev i s I o 11 22.3 * * Proprietary Progra of * * Research Eu g· 1'11 e er s , I 11 C • *
* Date= S.EP· 1 0 , 1998 *
* Ti e= 16:25:58 *
* *
* USER ID: BURGESS ENGINEERING GROUP *
***********************~****~*'****'**************
1 . STAAD PLANE FRAME
2. INPUT WIDTH 72
3. UNIT FEET KIP
4. JOINT COORDINATES
5. 1 0.0 0. 0 0.0
6. 2 0.0 2.30 0.0
7. 3 0.95 5 . 8 4 0.0
8 . 4 3. 5 4 8.42 0.0
9. 5 7.07 9.37 0.0
1 0 . 6 10.61 8.42 0.0
1 1 . 7 13 . 2 0 5.84 0.0 • 12. 8 1 4. 14 2.30 0.0
13. 9 14. 14 0.0 0.0
14. MEMBER INCIDENCES
15 . 1 1 2
16. 2 2 3
17. 3 3 4
1 8 . 4 4 5
19. 5 5 6
20. 6 6 7
21. 7 7 8
22. 8 8 9
23. START USER TABLE
24. TABLE 1
25. UNIT INCHES
26. GENERAL
27. LEG!
28. 0.936 5. 9 4 .25 6.54 .375 4.14 4.32 1 1.17 1.32 .936 .936
29. 0 0 0 0
30. END
31. UNIT INCHES KIP • 32. MEMBER PROPERTY AMERICAN
33. 1 TO s·UPTABLE 1 LEG!
34. MEMBER RELEASE
35. 1 END MZ
36. 2 START MZ
37. 4 END MZ
38. 5 START MZ
39. 7 END MZ
40. 8 START MZ
41. CONSTANT
User ID: BURGESS ENGINEERING GROUP
FRAME • • PAGE NO. 2
42. E 29000. ALL
43. PRINT MEMBER INFORMATION ALL
•
•
•
•
User lD: BURGESS ENGINEERING GROUP
FRAME - -PAGE' NO. 3
MEMBER INFORMATION _____________ .. ____
MEMBER START END LENGTH BETA
JOINT JOINT (INCH) (DEG) RELEASES
1 1 2 27.600 .00 000000000001
2 2 3 43.983 .00 000001000000
3 3 4 43.869 .00
4 4 5 43.867 . o·o 0 0 0 0·0 0 0 0 0 0 0 l
5 5 G 43.983 .00 000001000000
6 6 7 43.869 .<HJ
7 7 8 43. 952 .00 o·o o o o o o o o o o 1
8 8 9 27.600 .00 000001000000
************ END OF DATA FROM INTERNAL STORAGE ************
4 4. SUPPORT
4 5. 1 FIXED
4 6. 8 FIXED
47. DRAW JOINT MEMB SUPP PROP
User ID: BURGESS ENGINEERING GROUP
FRAME PAGE NO. 4
-l 0 U1 ,-,:,,. N -< X C: z z z z ·z -l -l U1 ::i: -l ::i: ::i: ::i: z r U1 rn ::i: '--< :n :n rn rn > > > .... -0 C: rn -l
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User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 5
48. UNIT FEET KIP
49. LOAD 1 DEAD + LIVE
50. MEMBER LOAD
5 1 . 2 UNI GY -. 19 6
52. 3 UNI GY -.196
53. 4 UNI GY -.196
54. 5 UNI GY - . 19 6
55. 6 UNI GY - . 19 6
56. 7 UNI GY -. 19 6
57. LOAD 2 WIND FROM LEFT
58. MEMBER LOAD
59. 1 UNI GX 0.094
60. 2 UNI GX 0. 0 9 4
6 1 . 3 UNI GX 0.094
62. 4 UNI GX 0. 0 9 4
63. LOAD COMB 3 DL + LL
64. 1 1 . 2 1 .
65. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
NUMBER OF JOINTS /ME,MBER+E:LEMENTS I SUPPORTS 9/ 8 /
ORIGINAL/FINAL BAND, IDTII = 1/ 1
2, TOTAL DEGREES OF FREEDOM~
12 6 DOUBLE J>llEC. ORDS
2
TOTAL PRIMARY LOAD CASES
SIZE OF STIFFNESS MATRIX=
REQRD/AVAIL. DISK SPACE= 1 2 . 0 1 / 2 2 1 . 2 MB , EXMEM = 1 9 6 3 . 9 MB
++ Processing Element Stiffness Matrix.
++ Processing Global Stiffness Matrix.
++ Processing Triangular Factorization.
***WARNING -IMPROPER LOAD WI LL CAUSE INSTABILITY
DIRECTION= MZ PROBABLE CAUSE MODELING PROBLEM
++ Calculating Joint Displacements.
++ Calculating Member Forces.
66. PRINT MEMBER FORCES ALL
16:25:58
16:25:58
16:25:58
AT JOINT 9
.000E+00
16:25:58
16:25:58
21
User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 6
MEMBER END FORCES STRUCTURE TYPE PLANE -----------------
ALL UNITS ARE --KIP FEET
MEMBER LOAD JT AXIAL SHEAR-Y SIIEAR-Z TORSION MOM-Y MOM-Z
1 2.15 -. 8 1 .00 .00 .00 -I . 8 7
2 -2.15 . 8-l .00 .00 .00 .00
2 1 -.32 .93 .00 .00 .00 1 . 8 8
2 .32 -. 7 1 .00 .00 .00 .00
3 1 1 . 8 3 . I 1 .00 .00 .00 . 0 1
2 -1 . 8 3 . 1 0 .00 .00 .00 .00
2 1 2 2.29 -. 2 3 .00 .00 .00 .00
3 -1 . 5 9 .41 .00 .00 .00 -1 . 1 8
2 2 -.49 .60 .00 .00 .00 .00
3 .40 -.27 .00 . 0,0 .00 1 . 6 0
3 2 1 . 7 9 .. 3 8 .00 .00 .00 .00
3 -1 . 1 9 . 14 .00 .00 .00 .43
3 1 3 1 . 5 9 .44 .00 .00 .00 1 . 1 8
4 -1. 0 8 .07 .00 .00 .00 -.49 • 2 3 -. 4 9 .03 .. 0 0 .00 .00 -1. 6 0
4 . 24 . 2 1 . 0 o . .00 .00 1 .27
3 3 1 . I 0 .47 .00 .00 . 0 () -. 4 3
4 -.84 .28 .00 • O·O .00 .78
4 4 .97 .48 .00 .00 .00 .49
5 -. 7 9 .21 .00 .00 .00 .00
2 4 -. 11 · . 3 0 .oo .00 .00 -1 . 2 7
5 -. 2 3 .39 .00 . 0-0 .00 .00
3 4 .87 .. 18 .00 .00 .00 -.78
5 -1.01 .60 .oo .00 .00 .00
5 1 5 .79 .21 .00 .00 .00 .00
6 -. 9 7 .48 .,0 0 . 0,0 .00 -. 5 0
2 5 . 3 9 -. 2 3 .00 .00 .00 .00
6 -. 3 9 .23 .00 .00 .00 -, 8 3
3 5 1 . 1 8 -.02 .00 .00 .00 ·. 0 0
6 -1 . 3 6 . 7 I .00 .00 .00 -I . 3 3
6 1 6 1.08 .06 .00 .00 .00 .50 • 7 -1 . 5 9 .·4 4 .00 .00 .00 -I. 1 9
2 6 ,45 .00 .00 .00 .00 ,83
7 -. 4 5 .00 .00 .00 .00 -.83
3 6 1 .54 .06 .. , 0 0 .00 ,00 1 .33
7 -2. 0 4 .44 ,00 .00 .00 -2.03
7 1 7 1.60 >42 .00 .OQ .00 1.19
8 -2.29 -. 2 3 .00 .00 . 0 0 .oo
User ID: BURGESS ENGINEERING GROUP
FRAME - -PAGE NO. . 7
MEMBER END FORCES STRUCTURE TYPE PLANE .., _________________
ALL UNITS ARE - -KIP FEET
MEMBER LOAD JT AXIAL SIIEAR-Y SiIEAR-Z TORSION MOM-Y MOM-Z
2 7 .39 • 23 .00 .00 .00 .83
8 - . 3 9 - . 2 3 .00 .00 .00 .00
3 7 1.99 .65 . ,O 0 .00 .00 2. 0 3
8 -2. 6 8 -.46 .00 .00 .00 .00
8 1 8 .00 .00 .00 .00 .00 .00
9 .00 .. 0 0 .QO .00 .00 .00
2 8 .00 .00 .00 .00 .00 .00
9 .00 .00 .00 .00 .00 .00
3 8 .00 .00 . o·o .00 .00 .00
9 .00 .00 .00 .00 .00 .00
************** END OF LATEST ANALYSIS RE.SULT**************
• 67. PRINT SUPPORT REACTIONS ·
•
User ID: BURGESS ENGINEERING GROUP
FRAME --PAGE NO. 8
SUPPORT REACTIONS -UNIT KIP FEET S'j:'RUCTURE TYPE -PLANE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z
1 . 8 1 2 . 1 5 .00 .00 .00 - 1 . 8 7
2 - . 9 3 - . 3 2 .00 .00 .00 1 . 8 8
3 - . 1 1 1.83 .00 .00 .00 .01
8 1 - . 8 1 2. 15 .00 .00 .00 .00
2 - . 3 2 . 3 2 .00 .00 .00 .00
3 - 1 . 1 3 2.47 .00 .00 .00 .00
************** END OF LATEST ANALYSIS RESULT**************
68. DRAW MSD 3 MZ VAL
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•
User ID: BURGESS ENGINEERING GROUP
FRAME PAGE NO. 9
-i a c.n H)> N -< X C z z z z z -I c.n
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Ul tSI ..., -w N tSI CD lO > w a lO b. ;:,;: z > Ul -rn H lO lO '1J -I tSI b. > lO H CD
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w w -I ISl w :::i:
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User ID: BURGESS ENGINEERING GROUP
FRAME
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•