HomeMy WebLinkAbout2600 CARLSBAD BLVD; ; PCR13056; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
05-06-2013 Plan Check Revision Permit No:PCR13056
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
PC#:
Project Title:
Applicant:
Building Inspection Request Line (760) 602-2725
2600 CARLSBAD BL CBAD
PCR
Lot#: 0 2030510300
$0.00
CB122104
Construction Type: 58
ARMY/NAVY: INDOOR BLEACHERS
AND PREFAB TRUSSES FOR ATHLETIC FACILITY
Owner:
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
ISSUED
04/25/2013
JMA
05/06/2013
05/06/2013
KEVIN HALLOCK ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA
1-619-557-0575
Plan Check Revision Fee
Fire Expedited Plan Review
Additional Fees
Total Fees: $435.00
Inspector:
PO BOX3000
CARLSBAD CA 92018
$435.00
$0.00
$0.00
Total Payments To Date: $435.00 Balance Due:
FINAL APPROVAL
Date: Clearance: _____ _
$0.00
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government.Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to pro\est the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which.vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired.
~ «1~ ¥ CITY· OF
CARLSBAD
PLAN CHECK REVISION
APPLICATION
8-15
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
_www.carlsbadca.gov
Plan Check Revision No. flt:-~ 3o5"v. Original Plan Check No. C(b I Z b I ¢L/
Project Address ~& CD CP(l_L5 ~D . \?L---'VD, Date 4--IS--I~
Contact I~ ~v <. V'\ ~ o-1 \ c:>c___,LL-Ph q l 0 -Ll,t'7.--ttl '?)1:..--Fax ---------
' Email l<--ev < v\. (-\-o.J locJ_e-: @., ~05 e--a Vlp. . dad~ e , c:_6VV\
Contact Address l 9, ,z.,9 µ...Q.._\A c.oc..JL-. ;zt · . City S • D , Zip G\:1 . .,ll9_
General Scope of Work_· __,A~~-'--, _le..=-'-~~C~_Fi_, _c:t._c_=-'_< _\\_l__,~"",_i ___________ _
I
Original pl ans prepared by an architect ot engineer; revi$ions must be signed & stamped by that person.
1 . Elements revised:
~ans D Calculations D Soils D Energy D Other __________ _
2. 3. 4.
Describe revisions in detail List page(s) where List revised sheets
each revision is
shown
·e:>u..+drov.<S~vb· t5q;0\p, ~ ~~.
I V I
I
~.e\/(L~\' ~ u;cX.Q_ v-0-.' (ls ~~-e~--u
"
5.
6.
Does this revision, in any way, alter the exterior of the project? D Ye,s
Does this revision add ANY new floor area(s)? D Yes , fZf No
7. Does this revision affect any fire related issues? o· Yes fil-No
8. Is this a complete se.t? ~s . ,D Nq . ·
~Signature.~, .
that replace
existina sheets
'@-No
· 1635 Faraday Avenue, Carlsbad, CA 92008 fh: 760-602-2719 &lx: 760-602-8558 frnait building@carlsbadca.gov
www.carlsbadca.gov ·
EsGil Corporation
in a?artnersliip witli qovernment for (}3uiCaing Safety
DATE: MAY 06, 2013 V.PPLICANT ,r .,URIS.
JURISDICTION: CARLSBAD D PLAN REVIEWER
D FILE
PLAN CHECK NO.: 12-2104 (REV. #4) -PCR #13-52 ____ SET: II
PROJECT ADDRESS: 2605 CARLSBAD BLVD.
PROJECT NAME: ARMY /NAVY ATHLETIC FACILITY & PRESS BOX BUILDING
C8J The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith Will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
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 herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
Kevin Hallock C/O HOUSE & DODGE DESIGN 1929 HANCOCK ST., #200, S.D., CA 92110
C8J 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 pla!1 check has been completed.
Person contacted: Kevin Hallock Telephone#: 619-557-0575
Date contacted: (by: ) Email: kevinhallock@houseanddodge.com Fax #: 619 557 0577
Mail Telephone Fax In Person
~-REMARKS: The outdoor sports equipment & Elevator guide-rails (deferred submittals are under this
plan change).
By: ALI SADRE, S.E.
EsGil Corporation
D GA D EJ D PC 4/30 ,, •'
Enclosures:
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
EsGil Corporation
In <Partnersliip witli fio1J~rnment for <.Bui(aing Safety
DATE: APRIL 22, 2013 9-A-P.i=>·b~NT
~-JURISDICTION: CARLSBAD D PLAN REVIEWER
D FIL_E
PLAN CHE;CK NO.: 12-2104 (REV. #4) -PCR #13-52-'-·---SET: I
PROJECT ADDRESS: 2605 CARLSBAD BLVD.
PROJECT NAME: ARMY /NAVY ATHLETIC FACILITY & PRESS BOX BUILDING
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are-resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
C8J The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check 'list has been sent to:
Kevin Hallock C/O HOUSE & DODGE DESIGN 1929 HANCOCK ST., #200, S.D., CA 92110
D EsGil Corporation staff did not advise the applicant that the plan check has been completed.
iZ] EsGil CorporQtion staff did advise the applicant that the plan check has been completed.
Person contacted: Kevin Hallock Telephone#: 619-557-0575
Date contacted:'-f b .. (by: y..a.,)Email:kevinhallock@houseanddodge.com Fax #: 619-557-0577
tMail/ Telephone Fax--J In Person
iZ] REMARKS: The outdoor sports equipment & Elevator guide-rails (deferred submittals are under this
plan change).
By: ALI SADRE, S.E.
EsGil Corporation
D GA D EJ O PC
Enclosures:
4/18
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
CARLSBAD 12-2104 (REV. :/#4) -PCR :/#13-5'2
APRIL 22, 2013
• Please make all corrections, as requested in the correction list. Submit FOUR revised
stamped & signed sets of plans for commercial/industrial projects. For expeditious
processing, corrected sets can be submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700.
The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering
and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculations/reports directly to the City of Carlsbad Building
Department for routing to their Planning, Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City
Planning, Engineering and Fire Departments until review by EsGil Corporation is complete.
• To facilitate rechecking, please identify, next to each item, the sheet of the
plans upon which each correction on this sheet has been made and return
this sheet with the revised plans.
1. The following. design loads shall be clearly indicated on the construction
documents. (Section 1603.1 ):
• Wind load. The following information should be provided, (Section 1603.1.4)
o Basic Wind speed (3-second gust), mph
o Wind importance factor, I, and building category
o Wind exposure
o Applicable internal pressure coefficient
o Components and cladding (the design wind pressure in terms of psf to be used for
the design of exterior component and cladding materials not specifically designed by
the registered design professional
• Seismic design data. The following information should be provided. (Section 1603.1.5)
o Seismic importance factor, IE and occupancy category
o Mapped spectral response accelerations Ss and S1
o Site class
o Spectral response coefficients Sos and S01
o Seismic design category
o Basic seismic-force-resisting system(s) -See Non-Building Structures.
o Design base shear
o Seismic response coefficient(s), Cs
o Response modification factor(s), Rp
o Analysis procedure used.
2. Note on plans: Special inspection will be provided for the following. (Sec. 107.2):
a) Steel construction. Special inspections for steel elements should be provided in
accordance with Section 1704.3 and Table 1704.3.
· b) Concrete construction. Special inspections and verifications should be provided in
accordance with Table 1704.4:
CARLSBAD 12-2104 (REV. #4) -PCR #13-52
APRIL 22, 2013
3. A Statement of Special Inspections, prepared by the registered design
professional in responsible charge, shall be submitted. This statement shall
include a complete list of materials and work requiring $pecial inspection, the
inspections to be performed and an indication whether the special inspection Will
be continuous or periodic. Section 1705.
4. Please provide structural calculations for the submitted package.
5. The foundation plans need to be stamped by the project engineer indicating they
have been reviewed and no exceptions are taken. ,
6. The jurisdiction has contracted with EsGil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact ALI SADRE, S.E.
at EsGil Corporation. Thank you.
CARLSBAD 12-2104 (REV. #4) -PCR #13-52
APRIL 22, 2013
[DO NOT PAY -_THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD
(REV. #4) -PCR #13-52
PLAN CHECK NO.: 12-2104
PREPARED BY: ALI SADRE, S.E. DATE: APRIL 22, 2013
BUILDING ADDRESS: 2605 CARLSBAD BLVD ..
BUILDING OCCUPANCY: B/Sl/ A4/ AS
BUILDING
PORTION
outdoor sports
·equipment
elevator
· guide:-rails
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: D
DRepetitive Fee L •"" I .Repeats
• Ba.sed on hourly rate
Comments:
AREA Valuation
( Sq. Ft.) Multiplier
·-
By Ordinance
Complete Review
D Other
0 Hourly
EsGil Fee
TYPE OF CONSTRUCTION: V-B/SPR.
Reg. VALUE ($)
Mod.
$435.001
D Structural Only
31 Hrs.@*
=====$=11=6=.o:o $348.001
Sheet 1 of 1
"1·
t 4 _3_
1-------------WIDTH-------------1
Addtional display area consisting of signs,
arches, message centers or video above or
below the scoreboard. (see sheets 2-4) for
colum.n and pier sizing)
2 1
Rev
Dim ''B_"
§'.
1' I 8'
D "' '"' "' '""" '" '''""" ,, """" "'"" "' "" ,7 .!L_jn
_8'
C
SCOREBOARD
HEIGHT
15 2013
ClTY OF CARLS~AD
BUILDING OIVl~ION
Bl Check electrical prints
to determine conduit
sizes (must meet code)
A
.6''
From end of column
to edge of co~1crete
4
l,,l----1-----"B"-. -------1-1 I I 'I I I i.Ut• I l :A:pprox:. I
I ,:(fuot,tori:C615 I
1. 1row~@ll~~ I· I ~componentµ I
1 Steel Column I
I (see sheets 2-4) I I . I
I I I Concrete nm$t slope\ I i away from columns I
I I
~-~
Pier Depth
(see sheets 2-4)
_J Coarse aggregate
concrete
(fc = 2500 psi)
I .. [ Pier Diameter
(see sheets 2-4)
fRONTVIEW
3
Overall
Display
Height,i.---=s=--+----+----+------'1---------'1--~--+-----i
482
I I I 420 522 4' 10'
NIA 590 4' 10'
Dim"A" Dim "B" C 4' 8'
4' . 10'
18' 10' 6 9/32" 592 4' 10'
_L6' 10' 3/16" 490 N/A 4' 8'.
General Notes;
1. Colu11m steel to be grade A992 (50 ksi steel minimum).
2. Bracing steel to be ASTM A500 Grade B mininmm (see note 2 on sheets 2-4'
3. Minimum bolt grade: A307
4. All welds to conform to AWS standards
5. The dimensions in the charts on sheets 2-4 are calctllatecl using the
requirements specified in ISC 2009, and the Manual of Steel Construction (13th
E'dition). Soil lateral bearing pressure is considered to be 150 psf/f.
6. Toe weights of signs to be calculated using 4.3 lb/ sq. ft of sign area.
7. The weights of Nevco message centers to be calculated using 8.5-lb/sq ft.
8. The weights of Nevco video displays to he calculated using 9.5 lbsj'sq. ft.
9. The weights of Nevco arches to be calculated using 7 :7 lbs/sq. ft.
Important. Read before installation.
This is not an engineered drawing. It is intended for representational purposes only. The
dimensions call~d out on this drawing are intended to be used as a guide only, and are not
intended to be suitable for all conditions. Adding signs or other components around the
scoreboard beyond the scope of this drawing or increasing the display height from the ground
will affect the installation requirements. Nevco recommends that you consult a professional
engineer or architect familiar with the area before attempting installation. They can verify that
the selected mounting beams.or posts along with the brackets, screws, and other hardware
items· provided by others or Nevco are adequate for your local soil conditions, wind loads and
other local codes. If procedures are used that are not covered in this drawing, careful analysis o:
the installatiorn,;_i;;;.s_u_rg,<.ed.;.c._. __________ -.----------------i
Urawn
2
Outdoor Scorel:)oard
.Installation
2 Column
Dale DBB
•11ilnEvca 'A
.... ~ ... -----~ .!" r -'7 ' 2-~
( @X:RO'.Sl:LRE~c~(se--e·'rrore~J} "" ( I '9I)~Ff'W::FND-1BONBS'I J 1~ y : RF~-,--~ . .... I Rev! ,. : { \ : ~ I ' 'I l --: .... ·: '. ' ' ,; " ' : I ' I , • ,,: l. • ' •• ' ~ : _J ~ '~~ ~ I -
Column and 1-'Ier Kea11 Irements !tsasea on A:S( ;t: 1-vo E;_~oooore li-ror,.,, _,.,11 vvmd Load) Column .sQd Pier 8€auirements (Based on ASCE 7-05 Exposure B for 90mph Wind Load)
,DIso1av HeIant _pi .. ,· ,,. r,er ue "U<1 • jCll. I enc .m...-"'"' :n111m Rb,..,,; r."'1.,rr,n -~,;~~·H~ Pier Dia Pier Depth Col. Len. Unbraced Col Braced Column ,
6' 2' 1-n,·' --~ W10x22 -r,,mx18-' 6' 2' 7'6" 23' W8-x 18 W8 X 15 /
8' 2' 9'6" 27' W12x26 W8x21 '\. 8' 2' 8'6" 26' W8x24 W8 X 18/ 9' I ·2· 10' 28'6" W12 x30 W10 x22 "H' 2' 8'6" 27' W8x24 W8 X1K D I !:::l Cl.) 10' I 2' 10'6" 30' W10 x33 W10 x 26 Ci:l(I.) ll\' 2' 9' 28'6" W12x26 W8v~1 0Z 10' 6" 2' 11' 31' W10 x33 W10 x26 0Z 10'6\. 2' 9'6" 29'6" W8x28 W8z.21 -0 -0 :S:b 12' 2' 11'6" 33' W10 x 39 W12 x26 ~~ 12' "\. 2' 10' 31'6" W10 x33 WUIX 22 ~:s 14' 2' 12' 35'6" W14 x4.-:i W12 x 30 &1-1 14' \. 2' 10'6" 34' W8x35 VIVl0 X 26
~~ 11':' 2' 3' 13'6" (11,' . 39' (36'6~) W10 ir.t1.o W14x~ ~~ 16' \ 2' 11' 36'6" W12 x40 w12x 26
18 2' 3' 14'6" (11'6" 42'6" 39'6") W12 x53 W18 x~'> (;t. l-18 \. 2' 3·· 12' {lU) 4V ·tvOJ W10 x45 J'W12 X 30
Cl:) Cl.) 20 2' 3' 16'6" (12'6") 46'6" (42'6") W12 x65 W16 X 40 ~~ 20 '2' 3' 13'{11') 43' (41' W10x49 / W14X 34 .-.z 22 2' 3' 17'6" (14') 49'6" 146' .. W12 X 65 W21 x44 22 ~3· 14'(11'6" 46' 43'6") W10x60 , W18 x 35 ,_,
25 2' 3' 19'6" C 15'6"} 54'6" 50'6") . W12 X 79 W18 X 50 25 2' ~-10· (1~1:;1' ol (4/o 1 W12x65 /. W16x 40 -
30 ··~-~-"'·' IHfl Ov ~OJ -W24x104 W21 x55 30 2' :s 100· (14'o 1 ::io·o lb4o J W12x87/ W16x 50
nr --~ ;:, ~ . ' " /1 o _.,.fL:"I r" ~n W?1 X68 35 2' 3' ,.\, 21' (16'6") 66' 61'6") W12x Hf6 W21 X 55 .. ,_
40 1 2' 3' 29'6" {Z3' 79'6" 73' W14 x 1 q.:, ~ W24 x-16 40 2' 3' I\. 24' (18'6"1 .74' 168'6"l W14 xA20 W21 x 62
, ~ Column and Pier HeqUirements (Based on ASCE 7-05 Exposure C for 90mph Wind Loadl Column and Pier ReqwremeNS (tjased on AS(.;t: 7-05 Exooswe B·for 90mph Wind Load
ri11~ u1s01av He1a11t Pier oii::i 1-'ier Deoth l 01 Lenath itrnl5r-ac,:,'i-f:r:-ni,-rm·n: -Hr1>1-;:,r1,r,:nu:.-m·n,. ~l u1so1av He1unt Pier ni::i 1-'ter ,.., tn • L;o1 Lenatn ili.lnb·race<:l'.C&ffmr'l1 1Braeee'Co1Ci'riin~i
~0 5' 2' 7'6" 22' W8 X 18 "\ W10 X 17 ./ ~I 5' 2' 6'6" '-21' , W8 X 7H W8 X 13 ~e=l . 6' 2' 8'6" 24'' W8 X 21 '\. W8 X l!Y' ~1 6' 2' 7' ' 22'6" W8 )(18 W10 X 15 , H:S -· L '1NA x ~ ::i 7' 2· 7'6" , 24' WK"x 21 wrn·x 17 C ' r=lj;,.:i r ·x • 2' 9' 26'6" W8 X 24 '-W:M21 !...:i 8' 2•· 8' . ~5'6" w10 x 22 W8x 18 ~~ , l'1'0'., f2'l :ro'., ,29'6~· {1)\(4'0cx7'33\ ,'ill'~:x"221 ·1 ~ 1t0·,. '2'· 19'.< l?IH'.n~I /:YY.X~'2l!. /W,or 'l8! io,~ '---1?'-~ 2' 11_· --~2'6" W8 x 3"-. l 111 10~ 26 .. (/J 12' 2' 9'6" 3'1.' / W10 x ::\3 W10 x 22 c;i::5 74' -~ ,_ 1ro ~ .:.--v,-~.~s-/W12X""" Jo'f=i 14' 2' 10' 33'6'\. i/ W10x33 W10x22
, 16' 1 2' 3' 12'6"110'6"1 38' 6'1 W14x48 i/ W12x3o,,, _ 16' 2' 11' 36'6"'\.i W10x39 W10x26 ·
'""'\... l.t!ILimn.and Pier Heauirements !tsaseu•'On~ ~ :kxoo~•-; tor~ u,mn v= Loam • t;oiumn ano t'ter Heau1rements !l-3asec .on =c ,._ 1-n!-> t:xoosure l:l or mnn vvma Loa
fxl ~ Disoll!l'rrtek, .-i ·~· 'Uia e· , :01 Len n Unbraci,,-n •~lumn racea Column* , r:l (IJ 1J1s01av Hetant Pier Dia Pier Denth CarLennni Unbraced Column Braced Column.* o 5' z 7' 21 '6" W8 x 1 R w1 o x 15 o ...l 5' ?' n' / 20'6" wa x 15 wa x 13 · ~ S.: ;:i! 8' 2' 8'6" 26' W8 X 24 W8 X 18 §:' :;;'J 8' 2' 7'6" 25' '\. W8·x 21 W8 X 15 :<;:t-·::--t; 10' 2' 9' 28'6" W12x26 WBx21 -~ 10' 2' 8' / 27'6" '-W8x24 W8x18 '~z 12' 2' 10' 31'6" W10x33 W10x22 ~~ 12' 2' 8'6"/ 30' 'W12x26 W8x18
..... 15' 2' 11· -:ii::• W10x39 W12x26 15' 2' 9'i" 34'6" Vik10x33 wrox22
· column-and t-ier HeQuirements {Based on A:sCE 7-05 Exoosure C for 90moh Wind-Load) Column and.Pier Requiremenpf'(Based on ASCE 7-05 Expo~re B for 90mph Wind Load) • u1s01av ne ... , '" Pier ni::i r-1er ueom L;0tLenau , llnh==d r.niumn l-3raced ;njr •mn• Disolav Heiaht Pier Dia PierAJeoth Column Lenath Unbraced'Colum Braced·Coltimn ~
f:q~ 4' 2' 6'6" 20' WSx 15 W8 x1::i (il~ 4 2 · /5'6" 19' W8x1~ W8x~3 8...:i 5' I 2' 6'6" 21' wax 1s W8X13 O.,.:i
~~ 6' 2' 7' 22'6" wax 18 W10x 15 §: ~ 5 2 / 6' 20'6" W10 x 15\.. W8x13 -R 2 R' 21'R" W10 x 17 \.. ws·x 13 B ~ ~ (/) 8' 2' 8' 25'6" W8x 21 W10 x 17 -Cl.) S!~ ~15 8 2/ 7' 24'6" WRx 18 W12 X 14 10' 2' 8'6" 28' W8x24 W8x18 10 z 7'6" 27' W8x21 \.. W10 x 17 12' 2' 9'6" 31'6" W12x30 W8x21
15' 2' 10'6" 35'6" W8x35 W10x26 12 /2' 8' 30' W8x24 '-W8x18
11> / 2' g• 34' W10x'-l'-l \.W8x21 : L01Umn and t-ier HeauIrements itsasea on AS( ... t-,,., t:xoosure (j tor,., mnn vvino Loa
Displav Height Pier Dia Pieruepth Col Lengn Unbraced Column Braced Column • 1.,;oJumn anoFIer Reau1rements ,...,.sea on ~St:t: 7-0b 1-vnosure ts tor ... •mon. vvma Loam
~~ 3 2' 5'6" 18' W8x 13 wax 13 fxl ~ Displa\ Hj'lght ·Pier Dia Pier Depth Col LenQth Unbraced Column Brac~olumn•
9~ 6 2' 6'6'' 22' wax 18 W8x 13 e~ 31' 2 5' 17'6" W8x1::l W8~13
~~ 8 2' 7'6" 25' W8x21 W8x15 ~t3 .,.; 2 6' 21'6'' W8x15 W8 X \.3
coz 10 . 2' 8' 27'6" W8X24 W8x 18 co~ / ~ ? R'h" ?4' W8x 18 Wf x1'.\ -12' 2' 8'6" 30'6" W8x28 W8x 1R / 10 2 7' 26'6" WR x21 W1 lx1~
1n' -· 2' 9'6" 34'6" W10x33 W10x22 /' 12 2' 7'6" ~·sn W8,X24 W1 } X 17 '-
I 15 ?' 8'6" 33'6" W8x28 Wl x18 ..
Chart Notes:
L If the display height is between chart values shown above, use the next highest value.
2. * Requires that braces be placed approximately 10' from ground level spa11ning both columns. If ~1-nEVCD display is taller than 20' place braces on ·10' spacing. Outdoor Scoreboard
\ 3. Wind loading figured at!Eliposure~"c"··.,;·openyterra'iillwith scattered o.bstructions having heights Instaliation A
generally less than 30 feet. This category inch.ides flat open country, grasslands, and all water surfaces 2 Column Nevco .. Inc~ in hurricane prone areas. Greenville, Illinois 62246
4. Wind loading figured at~~ ''B!•~.:·u;:!l>~ antf'sulfu:rbari-ai:eas\ wooded areas, or other terrain Drawing-No. 241-0347 with numerous closely spaced obstructions having the size of single-family dwellings. or larger. These If/
areas prevail in the upwind direction for a distance of2600 feet or 20 times the structure height, Orawn !_Date 8/6/12 Sheet of
whichever is -e:reatcr. DBB · 2 9
"" ll.
D
C
B
A
_'± 3_, 2
l, Row Scoreboard
/
Dimensions must be increased by an l'lffiOUnt equal to the
additional column length when installation consists of additional
display components above the scoreboard. (Includes
dimensions for welded or bolted option.) r--------------1-,----/'.,. -..
I I I I
I I I r---' 7/ 6" di l 1 21/." I 1 , 1 ameter ho es I ;1· 1 I/ centered on <::olumns
-··-Scot(:board -·-· 1650
1610
1620
3650
1625 1632
3602
Dimensions to top
of brackets for
WELDING option
Scoreboard Height Dim "C" (Welded)
3' 3/32". 31 7/8"
4' 3/32" 43 7/8"
51 3/32" 55 7/8"
Dim "D" (Bolted)
35 5/32"
47 5/32"
59 5/32"
option
See notes/clra'wings OI'l
sheets 8,9 including bracket
orientation, Jateral
installation (if required},
wind speed requirements,
etc.
Hardware su=lied bv· t irhers
Description Quantitv
3/8 X 1 1/2 Bolt" 8
3/8 Flat Washer 16
3/8 Lock Washer 8
3/8 Nut 8
3/8 -16 Eye Bolts**
·• Minimum bolt grade is A307
**see sheet. .8
l Rev
Outdoor Scoreboard
Installation --i1iinEVCD
2 Column Nev.co, Inc.
Greenville, Illinois 62246"
Drawing No. 241-034 7
Drawn DBB Date 8/6/12 Sh~'t:I of
5 9
4 3 2 1
D
C
B
A
_'-1 a 2. l Rev·
and''M"J
All brackets oriented
12,7,,0\V'SC'OREBO»'.RDl tf Dimensions mustbe increased by an amount equal to tl1e additional column length when installation consists of additional
display components above the scoreboard. (Includes Dim "F", "'G"
1------------1-~ --(-
DI I I ! r-2~.. 7/16" diamet:::::------,. ~Topofs~oreboard
I -----~-"?½ centered.on columns'\. 3~16" ~.,......,.-,-(flush with to!' of column)
as shown on columns ID
C
Bl
~/7777. .. / 7TT;Z"7'777TT7'"77'~
Dim "B''
Dim"B" I I '-Bolt brackets to columns
(see sheet 2) ush1g (2) 3/8 x 1 1/2 bolts
nuts and washers.
-supplied 'by o,thers
-Minimum !!:racle: A307 .
WELDING DIMENSIONS BOLTING DIMENSIONS
Scoreboard Height Dim"C" Dim"D" Dirri"E" Dim"F" Dif(l "G'' Dim"H"
6' 3/16" 19 7/8" 241/8" 6715/16" 23 5/32" 27 7/16" 71 1/4"
8'3/1fi" 43 7/8" . 481/8" 91 15/16" 47 5/32" 51 7/16" 951/4''
5' 3/16" 31 7/8" 361/8" 5515/16" 355/32" 39 7/16" 591/4"
. Weld 3" side to
column (lateral
extends 4'' away
from column)
Weld TS4x3x 3116
1n1eral to fronr and back {Opllonal to rc~lut;e
required colu,nn s,zo.
Sheet 2-,1 designates
wiU\'·')
FRONT VIEW
NOTE:: Minimt\m bolt
,.---
A
I)
I II ;:so:,:, I
3658 ' 1 T 1 Q F/H" I' '~4 1 /H" I H./' l h/1 h"" I 235/32" 27 7/16" 71 1/4"
Required Hand Tools: j I 1 '.5634, I
i.v tJ/0 I u~,• ,;:s~ .. ,,1~·-1 . I 1;:io\ 1'/C::S'"l I tO'I• 1,0/•l·O"l I ,3·5-5/,32"! I !39'7/r6"i 1Tr::r,~·-I ~.~ii I ,~:.x::~.~= I ~,~.:::~: I .~~--::-:~-=-l--:-~---;-.~=.-:~-,~~:-:-1:--------=-+:---==---1:--=~=--l: i·.~::~:::::;.:v.
1. Phillips head screw 6' 3/16" 437/8" 48 1/8" 6715/16"
driver/drill with
phillips driver.
2. 9 / 16" wrench I ~~!~ I 8' 3/16" I 43 7/8" I 481/8" I 9115115·• I 3. '.Ratchet wrench
and 9/16'' socket
4. Level
5. Tape measure [ ,.,.,..,.,.,.. I 9' 3/16" I ,-43 7/8" I 481/8" 110s f5!16" I
47 5/32" 51 7/16"
47 5/32" I 51 7/16" I
47 5/32'' ] 51 7/16" I
71 1/4"
951/4"
107114"
needed· if installer
uses weldinj! opJ;ion.
HARDWARE SUPPLIED BY OTHERS
Quantity.
Hi
32 16
16. 2
-·c
13
Notes;
1) If welding brackets to columns, According to !BC standards, all welds are to be performed by AWS
certified welder. The city in which the display is installed may waive this standard. Contact local officials if
Al necessary.
Outdoor Scoreboard
Installation ~1tlnEVCD
A
2) FOR HIGH WIND AREAS: For installations in wind zones higher than 150 mph, brackets must lJe welded to
columns,
3) Dimensions above should be taken from the top of the SHORTEST column, marked and leveled across
to other column.
4) Brackets shipped in sepa1'ate container.
4 3
2 Column
Drawn Dale DBB
2
S/6/12
Nevco, Inc. "
Gxeenville, llliuois 62246
Drawing No~
Sh~-ct of
6 9
241-0317
1
4 ;i_ 2-
Re:v 3 Row Scoreboard r L' Dimensions must be increased by an antount equal to the
· additional colu~n length when ipstallation consists of additional r--------11--7 display comp·onents above the scoreboard. (Includes l I I / dimensions for welded· or bolted option.) ( '
DI I I I I I I I 12 reet Equal , ..] (typical for all models below)
I I ;
C''
B
H-+-----------Din1 "B"---------------1 Model#
16Hi
7604
7614
7624
7680
Welding Dimensions Only 9650
Model# Dim"C" Dim"D" Dim"E" 'Dim"F" 'Dim"G"
1615 19 7/8" 24 1/8" 5515/16" 60 3/16" 1/16"
7604
Al I 7614 I 25 7/8" I 303/32" I 7315/16" I 78 3/16" 7624 122 1/16"
7680
9650 I 19 7/8" I 24178" I 67 15/16" I 72 3/16" 116 1/16"
4 3
I
I
See notes/drawings on
sll'eets 8, 9 inchtding bracket
orientation, lateral
installation (if required),
wind speed requirements,
etc.
Hardware Supplied by Others
Dim"H"
235/32"
295/32" I
23 3/16" ,-
Description I Quantity
3/8 x 11/2 Bolt* I 24
3/8 Flat Was.her 48
3/8 Lock Washer 24
3/8 Nut 24
3/8 -16 Eye Bolts0
·k Minimum bolt grade is .A307
**see sheet 8
Bolted Dimensions.Only
Dim"I" Dlm"J" Dim"K"
2713/32" 59 1/4" 63 1/2"
3313/32" 77 1/4" 81 1/2"
27 7/16" 71 1/4 75 1/2"
Dim''L"
83 3/8"
125 3/8"
119 3/8"
Outdoor Scoreboard
lnstallation ~lilnEVCD
2 Column
Nevc:o, Inc.
Greenville, Illinois 62246
1>,'awingNo. 241-0347
Drawn DBB Date 8/6/12 Shl'l:'I 7of 9
2
D
C
B
'A
D
C
B
A
..,. ;l 2 l
3/8 x 1 1/4 bolts, nuts
and washers (supplied
by Nevco)
Threads: 3/8" -16'\@) _,,.-_ ~ "9]3imum Slide bottom bracket
up and tighten one bolt
to hold in place
3/8 x 1 1/4 bolts, nuts
and washers (supplied
.byNevco)
Install 3/8 x 1 1/4 bolt
ancl 11ut {no washer) in
center hole _of top brackets.
These will seive as hangers
during installation. (supplied
byNevco)
WARNING:
Stack up to 3
washers tµ1der
eye bolt if longer
than+"·
DETAIL E
Replace access doors
when finished making
connections
Do riotleave any
screw locations empty.
Screw sections together
front and back using
screws supplied by Nevco
Make signal-connections
between board sections
before installing scoreboard.
{connections located behind
access doors with "SPLICE
Install 3/8-16 eye bolts
into top of-board {lower
1·ow of cabinets 1st} for
lilting. (eye bolts and
washers supplied by
others)
[J
DETAIL C
ENCLOSURE" label} Secure connections
to hangers located
inside -cabinets.
CABLE
HANGER
I · I I \ lnse;'t exten_ded t1ange into
matmg section (make sure
both flanges of male end
go to inside of female end)
Notes:
1) Signal connections from lower row of cabinets
to upper row should be made after both rows
have been installed on columns. (see sheet 9
for more details)
2) Make sure all bracket bolts are tight
before installating scoreboard.
Rev
D
C
B
I=portant: Screw sections together prior co
installing board onto columns. {Upper row of
cabinets, and lower row of cabinets do not connect)
Outdoor Scoreboard
Installation
2 Column
~iii nEVco 'A
DETAIL B Drawn DBB l)aic
4 3 Q
8/6/12
Nevco~ Inc.
Greenville, Illinois 62246
Ob.twing No.
ShL-ct of 8 9
241-0347
1
D
C
B
A
.'1 3
Remove eye bolts
from first. row and
;nstall on \=d ,ow
Spreader bar preferred for
lifting .(see installation
instructions for more details)
,..---F
I
Tighten all bracket
bolts on first row
before installation
second row.
STEP ONE
frist~II First Row
Upper
Section
Lower
Section
Column
WARNING:
· Do not lift scoreboards
with any other
additional weight
attached such as·
laterals .or other
structural components·
Install top row
and tighten all
bracket bolts.
STEP TWO
Install Second Row
2
Make power/signal connection
between upper and lower n>ws
of cabinets after -board has been
installed.
-connections located behind
access doors)
-Pull cables from lower section
into upper section (connections
nmst be made and perminatdy
located in upper section)
Secure connections
to hangers located
inside cabinets.
Column
Bolt installed in top
brackets of each row
will ~erve as hanger.
Hanging Detail
1
Rev
b
C
B
DETAIL G
Bolt brackets together using bolts,
nuts, washers and lock washers
supplied by Nevco. (3/8 x l 3/4 bolts)
Outdoor Scoreboard
Installation
4 11lnEVco 'A
Side View
Scoreboard Installation
4
DETAIL H
3
2 Column
-,Drawn DBB l)atc
2
Nevco, Inc.
Greenville, llliDois 6224i>
Urawiog No. 241-0347
Sheet ur
_8/6/12 9 9
l
~
..,
...
_'± .3.
::2', .,;;;,
f--------------WIDTH-------------~
c-1-·,..,-" ', , ' (),_ \lffiP,.i
ol@rn~$
Addtional display area consisting of signs, ~
arches, message centers or video above or
below the scoreboard. (see sheets 4-6) .for
colu1:1n and pier sizing)_ _______ _ -------·
C
B
A
r SCOREBOARD
HEIGHT
TOP SCOREBOARD SECTION
BOTTOM SCOREBOARD
SECTION
EIVED
L I
'L. EqUWJ ''Att
_, (center to center)
Equcu
FCARLSBAO
ING DIVISION
Check electrical prints
to detennine conduit
sizes (must meet code)
Steel Column
.~ g? SOksi Steel
Af se; s11eets 4-6)
Concrete must slope
away from columns
Pier Depth
( see sheets 3-5)
' ~s I •J IJ_
6"
Fro:m end of cohlmn
to-edge of concrete
4
!:-Pier Diameter
(see sheets 4-6)
FRONT VIEW
3
Coarse aggregate concrete
{le = 2500 psI minimum)
2
General Notes;
1. Column steel to be grade A992 (50 ksi steel minimum).
2. Laterals and bracing steel to be ASTM ASOO Grade B minimun1 ·(see note
l on sheets 4-6).
3. Minimum bolt gr,acle: A307
4. All welds to c011fonn to AWS standards
5. The dimensions in the charts on sheets 4-6 are calculated using the
requirements specified in IBC 2009, and the Man-ual of Steel Construction
(13th Edition). Soil lateral bearing pressure is -eonsidered to be 150 ,psf/f.
6, The weights of signs to be calc;ulated using 4.3 lb/ sq. ft of sign area.
7. The weights of Nevco message centers to be calculated using 8.5 lb/ sq ft.
8. Tlie weights ofNevco video displays to be calculated U$ii1g 9.5 lbs/sq. ft.
9. The weights of Nevco arches to µe calculated using 7.7 lbs/sq. ft.
Important. Read ·before installation.
This is not an engineered drawing. It is intended for
representational purposes only. The dimensions called out
on this drawing are intended to be used as a guide only, and are not
intended to be suitable for all conditions. Adding signs or other
components around the scoreboard beyond the scope of this drawing qr
increasing the display height from the ground will affec.t the installation
requirements. Nevco recommends that you consult a professional
engineer or architect familiar with the area before attempting installation
They can, verify that the selected mounting beams or posts along with th
brackets, screws, and other hardware items provi<;led by others or Nevco
are adequc;1te for your local soil conditions, wind loads and other local
codes. If procedures are used that are not covered in this drawing,
careful analysis of the installation is urg~d.
B
Outdoor Scoreboard
Installation
2/3Colum~
Later
•1!ijnEVCD 'A
Drawn DBB ,Date
2
,.
D
Cl
B
A
~-: _3_
Model
1603,3616,7616
3657 3688
36?0, 7620
1604
110::i\J, ~_::s_l..! 10::i~. I ..... .._---~ ... -...., .. ---~--.;-~~-~ ir/·--·· -·· -· ·-, I / -·-.. -·-.. -· . ' [
Notes:
1) Lateral matedal to be ASTM A500 Grade B minimum.
2) Quantity of laterals in the chart above includes the quantity requir!)(l to mount
the scoreboard only and does not include bracing laterals. (See detail on sheet 7
to determit1e required amount of bracing laterals).
4
3) Additional display components ·sucll as signs, message centers or video
displays will require additional laterals. See separate instal1ation print for details.
3
2
# Laterals Req. Lateral Length
4
4
4
4
6 -4
31' 6"
25''6"
25'6"
21' 6"
17' 6"'
17' 6"
Outdoor Scoreboard
Installation
2/3 Column With
Laterals
Drawn I Date 1/7/13 DBB
2 ..
l
Rev
Bracing Laterals
TS 4x 3 x 3/16
TS 4 X 3 x.3/16
TS 4x 3 x 3/16
TS4x 3 x3/16 I .,
TS 4x 3 x 3/16
TSAx 3 x3/16 I i
~lnEVCD
lfevco, Inc .
G!"_envill---"-, _P..lh>,ois _62246
.. Um,tngNo.
Sheet of
3 9
241-0360
1
D
IC
B
'A
~ ._
4 --.... ____ _L ~ ~ '"7 ~ I l
I ...-____,.-... ___...__ v--~ lf9U"l~if PFf1NIND~'ZOThrE1S'I J I Rev I
.. r=t: Column and Pier Requirements (Based on ASCE 7-05) :l ..___...,__ ---;=;:, Column and Pier Requirements (Based on ASCE 7-05) ~181 Display Height Pier Dia Pier Depth Col Length Col\imn • ~ ~·j· 'Qisplay Height Pier Dia. Pier Depth Col. Length Column~ raSlb, 8 2· 3' 9'6" 1,·s-1 27'6" 125·5·1 w1"h..!l.? r;. !,:.,. , 8 2' 3• 7,6• r6·i 2s6-124,1 w8 x 21 71
V
~l1. 1 · 11•,q• _ .c.1· ~5, ,.. i'"' , . , , Di\~11·•:J F 12 2' 3' "1:5'110'1 .,. -3:n32'l W12x3cr--.' \0,!·•i '-10 2' 3, 9.'7') 29,127:1 W10x22/ 11D
fu bi , •1'41 ,2;-3·1 t14'6""t11'6'1l (38'6"'f35'6~n ,W1'4~' l.!::i:Q· '-1_2 2'_3 ,1?_f_8'1.. 32!,30'1 W10xa6 I
CU I ! ..,. 16 2' 3' 16' (12'"'-'-42' 138'6"1 W16 36 I 1 ~ , :. '1>!< l2' 3'. l -~-1.6 '19 :Ii t35'6 "13311 1WV,2¥,26' "d' ~j -.:_.. • 3'6"} 0 X ~ [CU 11i 2' 3' 12'6"110'1 38'6"136"1 W1Lx30
'.~ .. ;:I{ 20 F X ~·----.,;.114'16_"1 _-~-; v ..__ ,_-45 ;.,. I~' 18'\. 2' 3: 14: (11: 42: 39'1 rn-4 X34
:11)1 22 ,.._ -2' 3' 20'6"116'1 52'6"148'1 W1Rx50 ::f: _1:1>\ 20 " 2' 3 15 112 45 42'1 -16 x36
l:. O.i 25 / 3' 4' 18'6" (15'6"1 53'6" 150'6"1 W21 X 55 ~ OJ 22 '\. Z' 6 1ot>, l Ii<, } 'Rj,t> """'} / Wl 6 X 40
\
~. ~ 30, 3' 4' 21'6"(18') 61'6"(581 . W24x68 fr, ~ 25 ... 3' 4 14t,· (U I 49'6" 476'1 / W16x50 ~till ~ 3' 4' 24'6'120'6"1 69'6":(65'6"1 W24x84 t'.:! ~j 30 ' ;;· . ' c,~. ·::,r ~0 ~ W21 x55 i',...__ l::,::, ~ 40 3' 4' 27'6" 123'1 77'6" f731 W24 x94 -' 35 '-;:s· .::u ( lt>t ti':J' il'ti") / W21 ·X 68 I~ . -40 3· ««t>(18'f> '""' t><>o·y W24x76
0 t,..__/ Column and Pier Requirements {Based on ASCE 7-05) ::.-\,;OIU1m1 an 1er eautrements ctsas= on A ;ci,, 1-u!"> 1-~ c.> Display Height Pier Dia Pier Depth Col. l,.ength Column• ~ 8 Display Height Pier"!; ia. Pier Depth Col. Length I Column •
l1S N a 2' 3 11'19'6"1 29'127'6"1 W10x26 l1S 8 z 'if6"(8'6"1 27'6' z1>6")/ W10x22 1n 10 2'3' ·12'6"110'6"1 32'6"130'6"1 W12x30 +iN 10 .!. '\. 10'6"n:n ;w6"1.<l:f'V W10x26
S:: ' ·. 12 2' 3' 14' (11'6" 36'(33'6"1 W14 x 34 ~ ' 12 z , 1 l'b" ciu-1 ;:s;:s'b" =l W12x 26 -0 14 2' 3' 15'6"(12' 39'6"(36'1 W16x36 -i:Q 14 Z i'-1.::o (IUOJ 600 11'4'lj") W12x30
Cl1 Q) 16 2' 3 17'6"C13'6"\ 43'G" 139'6"1 W1Sx40 ci, ci, 16 z" '-14' 111'6") 40'., o"I \All4x34 '0 ;.. 18 2' 3 19'6"'115'1 47'6~t43'1 W14x48 '0 1,c 1R 2' 3' '15'6"(12'1 a:-vn• 40'1 W16x~6
:::: ::S 20 2' 3 21'(16'1 51'146') W18x50 ... ::S 20 2''3' 1'&'6"113'1 Ab'6" 43'1 W16X40
Cj.? ~ . 22 2' 3 22'6" 117'6") 54'6" 149'6'1 W1" x 55 === f/l 22 2' 3' 1111. 14'1 f 50' 146'1 W21 X 44 -s::i. 25 3' 4' 19'6" 116'1 54'6'' 151'1 W21 x 62 -O 25 3' 4' 15'6 11.13'-1 F 50'6" [48'1 W18x 50 ~ ~ 30 3'· 4 23'6" 119'6"1 63'6" 159'6"1 W24x 76 ~ ~ 30 3' 4' 19' 1~1 59' (56'1 W21 x 62 f;i;l 35 3' 4' 27'C22'6"l 72'167'6"1' W24x94 r.:i:l 35 .3'·4' 22' 18'l>. / 67'1631 .W24x68
-40 3' 4 30'6~ 125'6'1 80'6" (75'6"1 W24 x 104 -40 3' 4' 24'6" 20'6Y 74'6" 170'6'1 W24 x 84 a \jO umn ana t-'1er t eauIrements ctsasea on A~ ;i--,-::.-Column and Pier Reauireme't\ts <Based on As E 7-051 ~ 8 lJ1So1av He1ant Pier Dia. t'1er ueotn vol. Len tn. Column• ~ R LJ1sP1av Heiant Pier Dia. ~er LJecm vol. Lern:im cis · 8 , 2' 3 10' 18'6" .28' 126'6" , W10 x 22 -._,, 8 2' 3' f 8'6" C7'6"1 '\. 26'6" 125'6"\
+i('I) 10 2'3 11'(9'6" 31'129'6" W10x26 ~('I) 10 2'3'. / 9'6"-8'. X 29'6'(28" ~ • 12 2' 3 11'6" (10' 33'6" 32' W12 x 26 Cll , 12· 2· ;:s· 1u 1,,0· '-;,.c· 1.>uo ~-0 14 2' ~-1z-t•"C11 .>ot> W12x30 S:: p:i 14 2' ' / 11'1:j·b--'\. ;;::033'6":
16 • ~· 14'(11o ""'I~ W14x34 ..,. 16 .:· f ll'b'' 1t·'J '-;,1'1:;,,.,a ,8 f, 18 ~· foo 12· 4,n,· 4 W16x36 ,8 f 18 <!' : / 1.::o. 1uo 1 -..i.u·t;· 1.>00') .... ::s 20 2· ;, 17' (13'1 4 "' W16x40 • .,. ;:s 20 2' I/ , 160 111·1 ...,., (41') ·=== 0 ?? ~-4 14 11.:·1 4 t44' W21 x44 · ·=== 111 22 .,. 11b" luo 4:..-...:·(4.:·0·1
_ 0 25 j'4 1:>0_1;:s· '""' 4 W18xfi0 _ 0 25 ., 1.::o 110-4,o,4001 N Ile 30 3',. 18'(1 ,o :.ll ,: ,t W21 x62 N c:lt 30. Z 4' 14·0 1.:·t> ""o 1=0 >
('I),~ 35 3'4 21'6."11ts bl)t,:n;;· W24X68 ('I)~ 35 ,., . ., 110[1':J' o,:;omv')
0,. 40 ;:s·,. .!4'ti"""O ,,.o ,u W24xR4 f:'!_ 40 f 3' 4' 20't16'6"1 70'166'6'\.
Column•
W8x18
W8x21
W10 X22
W10 x26
W12 x26
W12X30
W14 x34
W18x35
W16.x40
W16x 50
W21 x55
.W21 x68
_ Column and Pier 1 :P.C1uirements:R::ised on ASC-7-051 \jOJUmn ana t-'1er r eou1rements.(tsasea·on A::iP--~05· Bl ,A 0 u1sP1av He1am · Pier Dia l-"1er ueot \jOI. Len 1 :1 Column• ;:::;0 . uIsP1a, HeIant Pier Dia. l-"1er ueotn uO!. Lenatn '\ r.n1umn• ~ 9 2· 3' 11 i::nn 30 czo W1 Ox 26 ~ 2' 3' / 9'6" 18' 9'6" 18'1 28'6" 127' \. W8 x 21 cis O 10 2' 3' 11'6"(10' 31'6"130' W12x2n al c.> 2' 3' / 10' 8'6 10' 8'6" 30' 28'6" '\. W10x22 ~ (') 11 · 2' 3' 12'110'6" 33'131'6" W12x26 t; ('I) 2· •/ lu1 (l:f 1u, c::, ;:s1, c;-su '\.W14x22 .s::' 12 2·;:s· 1.::o(lvc·i :;s4·0 1,v.c1 W12x!'!O s::' 2· 11,::,o 11 ::10 -"1-'•o W10x26
-0 13 2· ;:s 13'o· 111 .mo <:c!4' W14x!'!O -i:1:1 2' ~· 11' 9'6" 11' 9'6" 34' 32'6" W'\2x26 ~ ~ 14 2' 3' 14'(11'6" <1H'(35'6" W14x34 ,8 Q1 q 11'6 (lU'l 11'6 Ill ;,:n (34' W1?.:,c26
... ~ 15 2·;:s 15'12') 40'\-'rJ W18x35 ... l:; .e· 1..:·11uo·, 1..:·11uo ;:s,c~:,o W12~!'!0, ---l=== 0 20 3' 4' 14't>"(l;o:·o·, ,44'6 14Z'O'I W14x48 === 111 /3'' 4' 12'110'6"\ 12'110'6" 42' 40'6" W16x~ "' 8_ 25 3' 4' 17'6"!14'6"> 52'6"149'6") W21 X'-'--o / 3' 4' 14' 12') 14' 12' 49' 47'} W21 x44, ~ ~ 30 3' 4' 20'6" 17') 60'6" 57") W21 x 68 ~ ~ / ;:s· 4· 10·0--'.14'} lt:ftf' ll4') :>t>t) (:)4') W18 x 55
f;i;l 35 ;;s-4· z-1r1::,01 txj'(64'.6'·1 W24x76 r.:i:l ;:s·q. nrc-10·1 nri1tn 64'161'\ W21x62
-40 ;:s· 4· .::, o ,,_, 1 , , o I I·' > W24 x 94 , 3' 4' 22' 18'6"1 22' (18'6") 72' 168'6"1 W24 x 76
'Chart Notes:
1. "It is required that 4x3x3/ 16 steel tubing be welded · o back of columns 10' from the ground and
-every 1 O' to the top of the column for bracing. (See detml on sheet 7)
2. Wind loading f.gured at@xposure'"Cw-:.7O:j>en-tet-tfilp;with scattered obstructions having heights
Al genera1ly less th:m 30 feet. This category includes flat open country, grasslands, iind.all water surfaces
in hurricane prone areas.
3. Wind loading figured at~sure-''B'-'~-"Vrbati:'.andrsuliui:b;lg(:a;ea~\ wooded ai·eas, or other terrain
with numerous closely spaced obstructions having the size of single-family dwellings or larger. These
-areas prevail in the upwind direction for a distance of 2600 feet or 20 times the structure height,
whichever is greater.
4 I 3 ~
Drawn
2
Outdoor Scoreb.oard
Installation
2/3 Column With
Laterals
DBB Dale l./7/13
I
.«lilnEVCD
Nevco_, Inc .. '
Green,iille, llllnois 62246
l)rawing Nb.
Sh~'!-lt or 4 9
241-0360
1
C
f<l--
B
t-
'A
D
-
C
-e,
4 I _3_ "'7 2 I l
Additional com1Jonents from additional column length when installation consists of additional F (f Dimensions must be increased by an amount equal to the
.c,,\, I Rev I I
1)'~ IMPORTANT: Nevco may be installed on display com.ponents above the scoreboard. If additional column •r~nt
laterals also. See separate length is used to extend above the display, add the additional 0 r-ir-_ ~ / Weld short side of
}... II I ll--J::::,!~I laterals to column face.
(includes bracing j11.stallatioll..J?.ti.11.t. ___ 11_ length to the top dimension below. Dimensions should be Top ofscote<fl&!P&
I I I ( measured from the top of the shortest column. (shown flush with I Ad~itional I I \ top of column) !\'fti,-C laterals)
I display I I \. 2 ¼'' (All Models) ~ ~ I---compon~~--I -~~_J _______________ .....,. ______ ' ____ _ ___
7
I lfs:J
I ~lA I Dimension is lo Dimension is to I I bottom of ne:i-.1: top of next lateral I I lateral. .. .. !
I Scoreboard I I "C" Laterals Upper Section I
I . I Column\ 1-----~----------------------4 I . . I
I 0 . . . I mtens10n 1s to-------I I LateJ·als bottom of next ----... " . " '' , •· "F" I
I lateral. I Scoreboard I I I ower Section 1
I ~=:~==~~::::::::::::::::~-----+--t-LateralWidth
L _____ -t)'q,,al :----------~~a:.-'"-:w --j -----_--+Equru~-----J
.. " .1!.... .. ....... = .... .... . . .. ...... . ... == ..... .. =======
I [Note: Bottom section shown for boards with three (3) rows I
Lateral and Hardware Requirements for 3 row Boards(hardware supplied by others)
.--If 10' or less,
no brace is
1:equired at top
of column
,_,_ TS 4.x3x3/ 16
/I
f 10'
Max l J
l Collun,:1.-------.._
101 REAR VIEW
Ma.--..
1 LGround Leve[
Bracing:
Laterals must he weldecl to back
of columns 10' apart from the
ground tip as shown for bracing.
10' spacing must be maintained.
Laterals must extend to outer
edge of both columns.
D
I-
C
~
Bl Model Number I Dim "B" I C I D I E I F I Lateral Width I 3/8 Washers I 3/8 Lock I 3/8 Nuts B
A
· 7605,7615, 7625 257/8 1301/1617315/161783/161122 17'6" 72 36 36
Lateral and Hardware Requirements for 2 row Boards{harclware supplied by others)
Model# I Dim "B" I Dim "C" I Dim "D" I Lateral Width I 3/8 Washers I 3/8 Lock Washers 3/8 Nuts
3616,7616 553/4" 601/8" 115 7/8" 31'6"
481/8" 103 7/8"
60 1/8" 11 7 8"
481/8" 91 7/8"
481/8" 91 7/8"
'~ 3618, 3619, I ~.:sJ£ 1 tt1S:-1=18,:; 1 (9r118.: I (t:il··ir, 3685, 7630,
7631,7632,7685
Hardware Notes:
64
48
I :!.&) .=
32
32
3-2.
32
24
~
32
.3.2
32
32
24
@j
Required Hanel Tools:
1. Drill with phillips driver.
General Notes:
1) See sheet 3 for lateral size requirements.
2) Center and weld Laterals to front fac;:e of coh.unns (weld
around full perimeter of contact surface with 3 / 16 fillet.
3) Dimensions above should be taken from the top of the
SHORTE$T column, marked and leveled across to other
column.
4) Mounting Brackets shipped in -separate container.
Outdoor Scoreboard
Installation
2/3 Column With
Laterals
... 1ifnEVCD
Nevco. Inc.
Greenville, Illinois 62246
I-
'A
1) Minimum 1JOlt grade: A307.
2) Hardware above is not required if wek1ing brackets to laterals.
3) Consider lateral size when choosing bolt length.
_Q, 9/16" wrench Drawing.No. 241-0360
3. Ratchet wrench and 9 / 16" s,~c~.1~,e::.!t:...._ ___ ..-::::--:---------Jf-;;;:-::-:---:::;:-----------7
4. Level . f)rawn DBB Date 1/7/13 ·• Sheet of
5_,_T_i!J)_e mea~mre 7 9
4 I 3 4\ 2 I 1
D
C
B
A
""-
3/8 x 1 1/4 bolts, nuts
and washers (supplied
by Nevco)
WARNING:
Stack up to 3
washers under
eye bolt if longer
than 1''.
Do not leave any
screw locations emJlty.
3_ 2_
Threads: 3/8" -16'\@
~imum.
Slide bottom bracket
up and tighten one l>olt
to hold in place
DETAIL E
Replace access doors
when finished making
connection$
Install 3/8-16 eye bolts
into top of board (lower
row of cabinets 1st) for
lifting. (eye bolts and
washers supplied by
others)
Top brackets are
fL--c:ed position.
[]
l
3/8 x 1 1/4 bolts, nuts I Rev j I
and washers (supplied '---'----1
by Ncvco}
DETAIL C
Screw sections together
front and back using
screws supplied by Nevco
Make signal connections
between board sections
before installing scoreboard-
(connections located behind
access doors with "SPLICE
4
ENCLOSURE" label) Secure connections
to hangers located
inside cabinets.
lJ.. I -,-Inse;t e,-ten,ded flange into
matmg section (make sure
both flanges of male end
go to~ offemale end)
DETAIL B
Important: Screw· sections together pdor to
installing board onto columns. (Upper row 0£
cabinets and 1·ower row of cabinets do not connect)
3
CABLE
HANGER
Notes:
1) Signal connections from lower row of cabinets
to upper row should be made after both rows
have been installed on columns. (see sheet 8
fo1' details)
2) Make sure all bracl,<et bolts are tight
before .installating scoreboard.
Outdoor Scoreboard
Installation .afilnEVCD
2/3 Column With
Laterals
Urawn DBB Dc-ttc 1/7/13
2
Nevc::o,lnc.
Green'l7ille, Illinois 62246
Ut·awing No. 241-0360
ShL-.!l ()I'
8 9
1
D
C
B
'A
D
C
B
A
4
Remove eye bolts
from first row and
install on second row
Step1
Spreader bar pr(iferrecl for
lifting (see installation
instructions for more details)
.a
Install. Bottom Row Step2
Install Top Row
F
', _,,;
4
Column IF Ii\. '.\
Column
Upper
Section
Colunmll, \'/ J
DETAIL G
1-------;---><-Weld (3 / 16 fillet) or Bolt brackets to
DErAIL H
3
laterals using 3 /8 bolts, nuts,
washers and lock washers supplied
by others. (bolt length to• be
determined by installerc; .See lateral
si',!e required on sheets 3-5)
2_
Make power/signal connectiot'ls
between upper and lower rows
of cabinets after boanl has been
installed.
-connections located behind
access doors labeled "splice
enclosure"
-Pull cables from lower section
into upper section (connectio_ns
must be made and perminately
located in~ section)
1
Rev
CABLE
HANGER
Upper
Section
Lower
Section
(2) 3 /8 bolts required
to bolt bracket to
lateral. DETAIL I
WARNING:
Do not lift scoreboards with any
additional weight attached such as
lateral!:_; or other structural
components
Outdoor Scoreboard
Installation
2/3 Column With
Lateral:;
·~nEVCD
Nevco, 111.c.
Greenville, Illinois 6224«1
Urawing No, 241-0360
lJrawn DBB Dale 1/7/13 Shc~I <11" 9 9
2 1
D
C
B
'A
\ 'r ·,: ..
" .
8FT FOOTBALL GOALPOST
FBGP-930
8' Offset Football Goal Posts
> Semi-permanent install 6-5/8" main upright with
adjustable uprights and· crossbar for exact installations.
> High school and College sizes available.
FBGP~ '\::iO High School Yellow
·----23'-4" I 18'-6"------11"1~1
7411
• RECEIVE
I I
I I
I I
36"
Optional Safety Padding
• Recommended Footing Size
APR 15 2013
CITY OF CARLSBAD
BUILDING DIVISION MODEL: FBGP0~ '3 0
MAX-1 FOOTBALL
GOALPOST
T·\tl11<.u111enl.l\Mem~r1.e\1f,;ctbJl~fB•JP·TlO\Dm,tn91\fllGP·S)O $PEC.ld1v
CCPrfl!CHr 20,)3
.l~Yfl'!O &'C'RTS. LLC,
P!LPJOffSf5ro<'.'EO
I I I I I I
40'
8'~
~-~ Sc.,(.. H-h-~t. \L~ ·\-
t Pt <..c...c... ":, > Fr {,.w,·e.
· 1 GOOSENECI<, 6-5/8" SQ-l 40
2 END PIECE
3 CROSS-BAR, 6-5/8" SCH 40
4 UPRIGHTS, 4" O.D. x 30 FT
II . description
ALUMINUM
ALUMINUM
ALUMINUM
ALUMINUM
material
~-
MAX-1 FOOTBALL HINGE KIT MODEL FBHG-1
TURF
GROUND LEVfL
12in
18 in
64in
[..__ 361n ~-
.(FOOTING)
FIGURE 4
See Figure 1 for footing plate orientation.
RECOMMEND
5/8 In x 54 II) REBAR
(QTY 6)
(BY OTHERS)'
Note: Lubricate hinge pins with a light grease such as White Lithium Grease to prevent rusting and help
when installing or removing the hinge pins.
7. INSTALLATION STEPS
Follow these steps to install the foundation at each end of the playing field.
1. Excavate the footing hole; as shown in Figure 3.
2. While not required, Jaypro recommends using 6 lengths of 5/8-inch rebar,
54 inches long, wired together into a 24-inch diameter basket and placed around the
ground sleeve in the footer hole.
3. Assemble and install the anchor kit as shown. NOTE: Use the 12" x 17 ½ " footing plate
supplied with the Hinge Kit and note the orientation of the plate. The longer 17 ½ " side
is parallel to the field.
4. Fill the footing hole with 4,000 psi (minimum) concrete to 12 inches below ground level.
MARCH 4, 2011 a, Page 9
-~ -....-:
~
'I -,
B ,\I
74in
A
1 5/8~,
t 8in s
66in
-,
12 in
l
½
2
I ~ 100 3/8" (8ft EXTENSION) OR 82 3/8" ~• OF END LINE (FIELD SIDE) TO (~:~~NSION) FROM INSIDE EDGE e,/' OF GROUND SLEEVE. I ""-
GOOSE NECK
------(FBGP-800US) 8 ft EXT ~
GROUND LEVEL 5/8" -11 THREADED ANTI-ROTATION ROD 10.75" LONG
-, 1 , WITH 5/8'' HEX NUTS AND WASHERS.
!!_;j • &* DRILL 011/16 HOLES IN GOOSENECK
WHEN PLUMBED AND ALIGNED WITH PLAYING FIELD.
3X 1/2"-13x 2" LONG HEX BOLTS WITH 1/2" JAM NUTS
TO CENTER AND PLUMB GOOSENECK.
NOTE:
CONTRACTOR/ INSTALLER SHALL CONSULT
RECEIVED
APR 1.5 2013
CITY OF CARLSBAD
BUILDING DIVISION
CODES AND SOIL CONDITION FOR FINAL FOUNDATION DEPTH AND SIZE.
5/8'' -11 THREADED CENTERING ROD 8.875" LONG
WITH 5/8" JAM NUTS.
m z 0 r z m
REV DESCRIPTION !NIT. DATE
PACKED GRAVEL
OR
CONCRETE PAD
POURED CONCRETE
M:iORAY.1Ntol:ii'1E~-PRQl'UlTYOFJA'tP'Ro~r.:,SNC,~IMVNOf1tt.,Efliloai.ictW \\.fl'wet.ll~l:t'_CJ.11$.~0C,_CO'JSn(r"
PROJECTION METHOD: I TOLEP.,0.1\CES·
@ cJ 0. = .1·3
0.0 = .06
0.00 = ,03
UNLESS OTHERWISE SPECIFIED
TITLE: I . INITIALS: I DATE:
. DESIGNER: I MT I 8/212007
CHECKER: W/8 9/19/2007
A . FBGP-804 Rev. A MJE 8/1/2008
B FBGP-804 REV B, ACCOUNT FOR X-DEFL. OF GN MJE 9/8/2009
C Revised Footing added 6 ft Extension Info ORL 2/23/2011IA
D PART NO WAS SLEEVE INSTALL ASSEMBLY DRL ~/20/2011
PHONE:
800.243.0533·(TOLL FREE)
860-447.3001 (LOCAL) ,:;~~,c _,
PART NUMBER: I I SIZE: I SCALE· I REV.: !DRAWING NAME: . '\> , . . 36 , . . A. NIA D FBGP-~AX-1 GROUND SLEEVE
T:\Aftermarket\Football\FBGP-800\FBGP-~OO -Production\FBGP-MAX-1. GRSLEEVE.h;!ffi.
FBGP-MAX-1 GRSLEEVE
1
SHEET: 11 OF 1
' '!1.: ..
2.3 Football Goal Post Backstop Netting System:
A. Football Goal Post Backstop Netting System
1. Type: Football Safety Netting System as manufactured by: Jaypro Sports, LLC,
976 Hartford Tpk, Watford, CT 06385 is the standard of quality required and
specified herein. Local Representative is California Facility Specialties at 909·
599-1200.
2. Components;
a. Uprights:
1) Upright Posts Fabricated of 6in Schedule 40 Aluminum: Length:
45.0ft, 40.0ft above Ground
2) Powder Coated Finish
3) Ground Sleeves:
a) Ground Sl~eJes Fabricated of 7 .Oin OD
b} (.109in wall} Steel Pipe
c) Length: 60.0in
d) Aluminum Ground Sleeve Caps
b., Football Safety Net:
1) Safety Net, 40.0ft H x 40.0ft L
a) 4.Qin Knotless Nylon, Bounded on all Edges
2} Accessories:
a) Hardware Kit
b} Stainless Steel Assembly Bolts
c) Wire Rope
•
~
Elevator Submittal Package
Date _Subm'.itted: _February 12 2013
For Project
ARM.Y-NAVY ACADEMY ATHLETIC FACILITY
TK'E Job Number: 303-246-01A
Elevator(s): 1
Located at
Preliminary I · 2605 CARLSBAD BLVD. ' '
Drawings . · .. · CARLSBAD, f?A 92008 For Approval --1
••
· Company (Mail to)
~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~
TURNER CONSTRUCTION COMPANY
9330.SCRANTO-N ROAD, SUITE 300, SAN DIEGO, CALIFORNIA 92121
Architects Submittal Review
D Approved
IXJ Approved as noted
D Revise and resubmit
This review Is only for general conformance with the design concept of the
project and general compliance with information given in the Contract
Documents. Corrections or comments made in this submittal review do not
relieve the contractor from compliance with the requirements of the plans
and specifications. Approval of a specific Item shall not include approval of
an assembly of which the item Is a component. The Contractor Is
responsible for dimensions to be confirmed and correlated at the job site,
information that penains solely to the fabrication processes or to the means,
methods, techniques, sequences and procedures of construction,
coordination of work wlth that of all other trades and for performing all
work in a safe and satisfactory manner.
House and Dodge Design, Inc,
Date: 03/18/2013
av, Kevin Hallock
ThyssenKrupp
Elevator Americas
GC Phone: 858-320-4040
Attention:
DAN DEKOEYER
RECEIVED
APR 1 5 2013
CITY OF CARLSBAD
BUILDING DIVISION
{f)
TURNER CONSTRUCTION COMPANY
Reviewed for General Acceptance only. This review does not
relieve the Subcontractor of the responsibility for making the
work conform to the requirements of the contract. The
Subcontractor is responsible for all dimensions, correct
fabrication and accurate fit with the work of other trades,
SUBJECT TO ARCHITECTS APPROVAL
BY: C. Rodriguez SPEC NO·-PARAGRAPH
DIV 142400 Part 1.4 A,B
DATE: 0J/08/2013 Submittal# 0001-142400-0
"S
' Date Submitted: February 12 2013 ,
lnformatio-n a-nd I nst.r·uctions
Job Information:
Company:
Phone:
Fax:
Attn:
Elevator: 1
Turner Construction Company
9330 Scranton Road , Suite 300
San Diego; California 92121
858-320-4040
858-558-4408
Dan deKoeyer
Package lnfo.rmation:
1:KI;:· Local Contacts
Description
-Information and-Instructions
· Apprqval Selectiop Sheet
Main Eleva-for Layqut
Entrance Detail 'Drawing
Remarks:
Type
..
lnfqrniation -No 'qctiori Required
. Fqr Approval -Signature Required. _
·For Approval -Signature R,eqqired=
For Approvai -Signature Reql!ired
• The enclosed submittals are in compliance with conditions of ThyssenKrupp -Elevator's subcontract for sµpplyin9, and
installing material and/or systems for the project referenced above.
• This elevator installation is an integral design. Due to this nature, no equipment can be released to fabrication without
all appropriate approvals and confirmations.
• "Approvals" must contain inclusive confirmation as stated in the section titled "Remittance Instructions".
• Failure to provide and approve this information in a timely manner may result in a delay of elevator fabrication
and delivery to job site.
TURNER CONSTRUCTION COMPANY
Reviewed for General Acceptance only. This review does not
relieve the Subcontractor of the responsibility for making the
work conform to the requirements of the contract The
Subcontractor is responsible for all dimensions, correct
fabrication and accurate fit with the work of other trades.
SUBJECT TO ARCHITECTS APPROVAL
BY: Q BQd[i9U§l: SPEC NO -PARAGRAPH
DIV 142400 Part 1.4 A,B
DATE: Q3iQ/l/2QlJ Submittal# 0001-142400-0
(For Information Only)
. Co.ntact Information: TKE Local Contacts
Sales Representative -John Swilley , 619-596-7220
· Construction Superintendent -David Schaf~r 619-596-7220
Project Manager -John Swiiley 619-596.a 7220
Remittance-Instructions:
Please Remit at least ~ copies of all confirmations and approvals to:
Office Location: ThyssenKrupp Elevator -SAN DIEGO Attn: John Swilley
19E;i5 Gillespie Wqy, Suite 1.01
El Cajon, CA 92020
Phone: 619-596-7220
Fax: 8E;i6-572-15q7
· ThyssenKrupp will not relea:se any elevator· material for fabrication without the following information, in addition
to a fully executed subcontract agreement.
O Plea~e review the elevator layouts ancj detail drawings closely. Check ALL:hoistwc,3y dimensions, elevator travel
(floor to floor heights), pit depth, clear over-head, machine room dimensions, and entrance wall thicknesses.
Mark-up the drawings accordingly, and remit with necessary approval (i.e., approved or approved as noted) to the
Local ThyssenKrupp Elevator Office shown above.
D Enclosed drawings are for approval purposes only and not to be used for construction.
El Please confirm finishes and indicate your color selections on the Approval Selection Sheet in this package.
D Please confirm entrance wall thickness and type on the Approval Selection Sheet in this package.
D Please confirm the Main landing for Firefighters' Recall service (Phase-1 Recall) on Approval Selection Sheet in this
package.
D Please confirm or correct the building power shown in the "Power.Confirmation" section on the Approval Selection
Sheet in this package.
D Completed and signed Material Release F~rm. This form is provided by the Local ThyssenKrupp Elevator
Representative.
Any/ALL previously quoted manufacturing lead-times for material delivery, shall begin the date-of receipt by
ThyssenKrupp of ALL approvals, confirmations, and a fully executed subcontract agreement. The installation
start date cannot be any earlier than the delivery of the material to the site and the completion of all items shown
on the Pre-Installation Checklist sent to you in this submittal package.
~
~,
,u · Date Submitted: February· 12 2013 ·
Approval Selection Sheet
JURNER CON.STRUCTION ·cqMPANY
Revie'Ned tOr <3eneral Acceptance only. This review does not
r~l1eve the Subcon!ractor of the responsibllrty for n:iaking the
work confofm ,to the-requ1iements of t.~e contrapt The1~
Subcontractor 1s responsible for all dilllens1ons, coriect
'tabrfcation and accurate frt 'Mth the wcirk of other trades.
SUBJECT TO AR\:HITEPS APPROVAL · . · (Approval Required)· . . ·
BY: ~ SPEC.NO-PARAGRAPH
DIV 142400 Part 1.4 A,B
ARMY-.NAVY ACADEMY AT,HLETIC FACILITY/303-246-01A
ca·b Fin·ish Selecti·on:
Elevator(s): 1
Please select elevator colors and finishes for the items listed below. Be $Ure to inclade your signature below and fill out all
items.
Cab Wall: {TKAP) 16ga. -Please select Plastic Laminate color Formica: Pecan Woodline, Matte Finish -
Reveals: . Powc;ler Coated Color: Black F-112 5883-58
Cab Ceiling: DOWN LIGHT(LED)-METAL Finish: #4 Series 300 Stainless
Cab Doors: STAINLESS STEEL, WI #4 BRUSH FINISH
Cab Sill(s): Aluminum
Cab-Flooring: By others -provide weight if other than car.pet or vet_ Terrazz? tile is ~/4"Thk'(6.6mm) an
. (Maximllm 3/8" thickness) 2.871bs,sq.ft
Cab Handrails: (1) Bar·1)l4" x 2" #-4 Stainles~ Steel 1 Bar 1.5"Cylindrical with Return Ends, Brushed
Stainless finish Cab Protection: None
Approval: Kevin Hallock
.Power Confirmation·:
Elevator(s): 1
Controller:
Starting Type:
460 Volts A.C.,3 Phase 60 Cycles
Solid State Starting
Lighting Supply: 120 Volts, 15 Amps
Date: 03/20/2013
Based on this information, we require electrical feeders and fused disconnects sized per the following information:
Power Feeders
Total Rated Short Circuit Elevator Motor Starting A.C. (Full Load) A.C.Amps Current Rating Designation Horse Power Amps A.C. Amps (At 600v Or Less)
1 25 102 50 34 5,000 Amps
We request that this information be confirmed by the electrical contractor. Please check the box below that applies. If
the power supply is different than shown above, please be sure to fill in the correct voltage.
Iii Confirmed Power shown above.
D Corrected Power Supply (AC) ____ Volts: ___ Phase ___ Cycles; 3 Wire + Ground
Is operation on emergency power source (by others) required? YES or NO (please circle one). If yes, how many
elevators will be capable of running at the same time while on emergency power? ____ _
Approval: Date:
DATE: 03/08/2.013 ·· Submittal# 0D01-1.42400-:(J,
Entrance Confirmation and Finish Selections: . ,_. -·-----'--~· ·~·· --~ '
Elevator(s): 1
· Please complete the blank cells in the tabl~ below. ThyssenKrupp E;levator needs this information. to properly design the
entrance frames for your building. The floor markings shown in the left hand column are f9r approval and are to be ·corrected
accordingly in the adjacent column. When providing the wall type c!nd thickness, pl~ase referenc;e the detail below for
assistance. Please review and approve the entrance frame, door, and sill finish shown below. if baked enamel frame or
. doot shown, write in the desired color from the TKE standard baked enamel collectJon chart.
Floor I Corrected Provide Wall Provide Wall 'Entrance. Frame . Entrance Door Entrance Lanaing Floor Type Thickness Markings Markings (See Detail Below)· rx· detailed. below) Finish. F.inish Sill
2 I Drywall 6 3/4" #4 STLS #4.STLS Aluminum
1 1· I Drywall 6 3/4" :#4 STLS 1#4 STl,.S I Aluminum
Provide Firefighters' Recall Floor: I (Main): 1 (Alt):
(Main floor is the building egress level; alternate is typically the next floor above.)
Entrance Wall Detail
me
l_~ Elevator Entrance Frame
"X"
T
DRYWALL TYPE FRAME
Approval:
Kevin Hallock
Date: 03/20/2013
ct :I llj~I.AA. 11
I 2rBMcmoA · I
HOISW~I· ..L ' INSERT
~'J .. t [ :1·~r:-:-~::-~_~;;:.,: l~i ·,.~r :. -::. ·-.:=:~--:~ ··.;:.:, ~?e,-~0-INSE~i STITCH-WELD TO STE::t (INSERT) PROVIDED TKE, INSTALLED
CONC. ANCHOR BY G,C, MOUNT FLUSH WITH wALL
AT PIT LEVEL ALL FLOORS ABOVE PIT AND IN OVERHEAD
TYPICAL BRACKET MOUNTING
SAFETY BEAM REC'D. PER OSHA 1926.502 PROVIDED & INSTALLED BY OTHERS, AS
DIRECTED BYTHYSSENKRUPP FIELD OFFl~E
DESIGN LOAD= 5000 LBS.{STATIC, NOT IMPACT)
i..l .,_
;.·.731,4·.;...TI· I½--
w
1!' ~
WW
~ • ~5s
~ ~
n , .. I'+--+~·
flNISHED FLOOR
~ ~ 0 :i :i! ~
"'
· 1' '?:,:
ic ~
~ z :i!
-1:U;--=---' -
"' ;:;. z ~'* !.
.,_
4ll
I I I fnl~ I
en~ I
,,§ i
I I I I I q
I
1.
'I
FLOOR-FLOOR I TRAVEL I 1·2 , __ I_ 12"-6"
it
~·
'W ,, ~
ii'. "-
NET TRAVEL
TOPO.T.
BOTTOMO.T.
TOTAL TRAVEL
I
PRIMARY FIRE SERVICE
LOCATED AT FLR: 1
W/ALTATFLR.
FINISHED FLOOR 1
.E:£.. + s·
+ , 10·
13·.10·
NOTE: IF DISTANCE BETWEEN FLOOR LEVELS EXCEEDS
MAXIMUM, AN ADDITIONAL GUIDE
I
~
RAIL BRACKET MUST BE ----·~ = m ~
~
R ~ il2>
i'.5 ~ :i :i!
"' ;;;
·1~ ~~ ~
I
I I
I
'1-
!c ;; ,1~ -
,-. "' ~ ~
·,i tf
'"1+L
MAXIMUM
UNSUPPORTED
RAIL BRACKET
SPACING= 15·-s·
"T+r-
.. ~ufc'.3
r.i1~~:i ., 1-1=-~ ~~~~-~~~
~E!t;t lL:i<:c
0 ~ E !:2 / FIN. FLR. -·~~::~
:~ (FIRE)
(FRONT)
STOP SCHEME
MOUNT RAIL BRACKETS
AT 1'-4~ BELOW EACH
FINISHED FLOOR LEVEL
~~
-1~ ~~
,__ V -u
l L
JW a.>
CYLINDER LENGTH= 14'~11/4•
PLUNGER LENGTH = 14'.a 314•
SECTION VIEW A-A
NOTTO SCALE
~ <Ii ~ ~ " 0: L
CUSTOMERAPPROVALBOX HYDRAULIC ELEVATOR CONTRACT DATA (TIIESE ITEMS MUST BE VERIAED BEFORETH_E_laLEVATOR Yl!LL BE_ MANUFACTUREDl , _ ------TYPE: . endura ELEV# 1 NET TRAVEC: I J;fCONFIRMED AS SHOWN ON SECTION VIEW SPEED: 102 FPM UP_ , 127'FPM DOWN MAX. CAPACITY: 3500·
~
r-
t
LIGHT, SWITCH AND CONV.
OUTLET BY GEN. <;:ONTR.
r--
1
,-: .i : 7 I I ;; ~ I i [i . "'w ..,.10 ~ L~2; I · I I."' ' 1~8 L--_ _j i'°c
a·..s·· .
MIN, CLEARANCE '
TELEPHONE ~ ,
-.JJJ!i<,I[OJ!!.. -"""
\
0CORRECTED:
CLEAR OVERHEAD: l!J CONFIRMED AS SHOWN ON SECTION VIEW
J;I_CORRECTED:
PIT DEPTH: l!JCONFIRMED AS SHOWN ON SECTION VIEW
0 CORRECTED:
IHANl:J'OF DOORS: IJ CO.NFIRMED AS SHOWN ON P1'AN VIEW
JJCORRECTED:
HOISTWAY SIZE:· II CONFIRMED AS SHOWN ON PLAN VIEW
0 CORRECTED:
!MACHINE ROOM SIZE: I II CONFIRMED AS Sl;lOWN ON PLAN VIEW
see, note DCORRECTED:
APPROVAL: Kevin Hallock
A MEANS TO AUTOMATICAL~Y DISCONNECT THE
'MAIN LINE POWER SUPPLY TO THE ELEVATOR
PRIOR TO THE APPLICATION OF WATER IN THE ELEV. MACHINE ROOM OR HOIS1WAY 'Nill BE
FURNISHED BY THE ELECTRICAL CONTRACTOR. THIS MEANS SHALL NOT BE SELF RESETTING.
Z' OIL LINE FROM TANK TO 2"" SHUTOFF VALVE. 2" SCH 40 BU( PIPE, ASTM A·53; TYPE E ORS,
GRADE 8 OR EQUIVALENT TO JACK.
DATE:-03/20/2013
~p_L 6'-6" , . I\__ MANUP. TO CONFIRM LOCATION AND
HEATLOADINMACHINEROOMDUETOELEV.EQUIPMENT=13784BTUIHR ORRIENTATION WITH ARCHITECTURAL PLANS.
MACHINE RQOM PLAN
LOCATION: 20 Feel Remote
.11!£__
~
•PHONE
PROVIDED
A 7 .... AAIL BMCKET MOUNTING SURFACE
~ I B'-9" CLEAR HOISTWAY I ...
4'-41/2 4'-4112·
I 7'-101/2" BACK TO aicKOF GUIDE RAILS I ~ 7'-3112" BETWEt:U ,,., ""'""' CHUI C, ~ cs, ~u,uc ,~co ~
10 :/2 r--0• PJTFORM O 1/T
6'--8• MIN. CLEAR INSIDE
_J
;:--rl N ~z u~ == c2~E ;;+-ua~ ~JC wu.iW
~
~ f BUFFER · -ii ~ w
§lliit: ;I=u.l~~ ]18~ ~to~~ ~,~~
I
I
I JI'i' -----t .. ' ---1r· ·1
CAR STATION-I
: IT FRONT RIGHT
E '(ii a:::,, J ifj
HS
g
::,
I"'
I Cl) :,: 0 'I
41-1112· I ~ 1-FACEOFRAIL
a·..s· CLEAR oPNG. I 1·-1112~ I
w " ui ~ ~ ~ . "' ~ ~
:i 5 ~
:i! a. ::i ~ ~ ~ ,;, ~ ,-. ,.,,
-
ltl m
OPERATION: TAC32
CAR ENCLOSURE: _TKAP PLUNGER WEIGHT: 279
DOOR TYPE: 'ONE SPEED-RIGHT HAND CAR WEIGHT: 2940
PLATFORMTHK: 3 3/8 I FINISHED F':,OOR: BYOllfERS
TELEPHONE: BY ELEVATOR COMPANY _j PITC'.ADOER: BY•ELEVATORCOMPANY
P,OWER UNIT: EP-125 ' 25 HP l POWER SUPPLY: ,450 V 3 PH 60 CYCLES
STARTING: SOLID STATE STARTING I GLOPU: 6719 'I GLOJ: 6440
JACK MODEL: 3S2 lWIN I OVERTRAVEL: s• TOP 10• BOTTOM
PLUNGER O.D.: 3.875• .-'l WALL THK: ,25"
CYLINDER 0.D.: 5.5825" I WALL·THK: .. 219" 'l-NET>'AREA, 23 56 SQ IN
BOTTOM CAR RUN BY:. s• I CAR BUFFER STROKE: 2 1/2"
BETWEEN PIT FLR. & CAR BOLSTER ON COMPRESSED BUFFER: 2'-4 _1f8•
BUFFER REACTION (TYP. AT EACH BUFFER)• 171B2LBS. ---~ isPRING# I 75902
EST. WORKING PRESS. 314 PSI I SPRING CAP.I 10223
CAR S=3.27 FORMED L.-J ·8=5.429 FORMED L.-.J S=1.38 FORMED"I.-J
FRAME 1=9.!32 CROSSHEA_D r=21,71 BOLSJE~ ' ,1=2.17 STILE
' A•1.85· 7GAx6.x2112" A•2.264 7GAx8-x23f4•· r•1.009 t•10G~
THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTAL1'ATION
IS COMPLETED. AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT:
1. A PLUMB, PROPERLY VENTILATED HOISTW/\Y (ACCORDING TO CODE AND SIZES SHOWN)
2. ADE6.UA'TE SUPPORT FOR J~CK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR
REACTIONS SHOWN ).
3. HOISTWAY BARRICADES AND ALL CUTIJNG AND PATCHING TO INSTAU. HOJSlWAY
ENTRANCES, SILLS, HALL'FIXTURES, OIL AND ELECTRIC LINES.
4. PIT LIGHTS AND SWITCH, CONVENIENCE OUTLETS wiTH GFCI PROTECTION PER NEC.
NOTE: MUST BE CLEAR OF ALL ELEVATOR EQUIPMENT •
5. DEDICATED 120 VOLT,'15 AMP. SERVICE, ALONG WJTH TELEPHONE CIRCUIT WHEN REQUIRED, TO
TERMINALS OF EACH REQUIRED CONTROLLER (AS LOCATED ON PLAN VIEW) FOR THE FOLLOWING:
• CAR LIGHT AND ALARM CIRCU(TWITH GFCI PROTeCTION PER NEC ~ GROUP CONTROL WHEN REQUIRED '
NO!E:-~R~:~~~~:J~v~g:~i~~ ~~ ~~~~~g:~1~~:E~ ALARM CIRCUIT ANO
6. BRANCH CIRCUIT CONDlJCTOR SIZING, MATERIALS, AND INSULA-fJON (INCLUDING BRANi;H CIRCUIT
OVERCURRENT PROTECTIVE.DEVICE) TO COMPLY WITH ALL LOCAL ELECTRICAL CODES.
___ AMPS STARTING CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 10%.
__ AMPS RATED t:;URRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5%,
• THE STARTING CURRENT IS ADJUSTABLE FROM
SHORT CIRCUIT CURRENT RATING
5~000 AMPS AT 600 VOL TS OR LESS
2 TO 4.5 TIMES THE MOTOR RATED A.C. AMPS.
THE STARTING CURRENT OF 3 TIMES THE MOTOR
RATED A.C. AMPS IS A NOMINAL STARTING
CURRE,NT VALUE, (SEE NOTE 6),
NOTE: ALSO, A FOURTH WIRE OF SAME SIZE AS THREE PHASE WIRES IS REQUIRED FOR GROUNDING
P.URPOSES TO MINIMIZE ELECTRICAL NOISE INTERFERENCE. THE GROUNDING WIRE MUST BE
CONNECTED TO THE BUILDINGS ELECTRICAL. SYSTEM GROUND.
GEN: CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC. 90NTRACTOR.
7. AN ENCL<;JSED MACHl"\E AREA (ACCORDING'TO CODE), WITH ADEQUA,:E LIGHT. HEAT, :~g ~~E~~g~J~~i~~Q'o~iLA~·:u~%~~N.CONOENSING HUMIDITY OF 10.90%),
NOTE: MUST PROVIDE ~DEOUATlj DOOR,.SIZE TO'ALl.!JW INSTALLATION OF EQUIPMENT,
OR LEAVE WALL OUT, UNTIL EQUIPMENT IS IN PLACE.
8. ENTRANCE WALL-WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE FRAMES ARE
SET OR LEAVE A ROUGH OPENING 15• WIDER AND 15" HIGHER THAN THE FRAME
OPENING. SEE INSTALLATION PROCEDURES FOR FRAME·TO-V(ALL INTEREACE DETAl~S
TO ENSURE CONFORMANCE WITH THE LABELEO,ENTRANCE INTEijFACE CONSTRUCTION.
9. POCKETS IN CORRIDOR WAU. (PER FIXTURE DRAWI_NGS) FOR HALL FIXTURES.
NOTE: MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR
10. SMOKE SENSORS (AS REQUIRED).
11. CONDUIT ANO WIRING FROM HOISlvVAY TO ELEVATOR MONITORING PANELS (FOR
SECURITY, LIF~, SAFETY, OR FIRE REQUIREMENTS) •
12. PIPE SLEEVES. TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT LINES
AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR.
CAR ~JATION: TRAOITl9Ji~_FIXTU_RES_,_ PUSHBJLTTONS MARKED,1, and 2
DOOR OPEN AND _(,':LOSE BUTTON§, l;_MERGENCY STOP SWII_CH, ALARM BUTTON
FANILIGHT SWITCH, EMERGENCY LIGHT, TELEPHONE, BOX, Pl
CAR RIDING LANTERN: RETURN
RAIL FORCES F1 F2 SEISMIC RAIL FORCES ZONE 4
fF1 ±F2 498 LBS.· 349LBS. F1 = 1587 LBS.I F2 = 794 LBS.
15#T-RAILS
DATE SYM. REylSION BY ICHKD.
DESIGNED PERASME A17.1 2004 CODE. j DO NOT SCALE THIS DRAWING
FOR: ARMY~NAVY ACADEMY ATHLETIC FACILITY I ELEV# 1
ADDRESS; 2605 CARLSBAD BLVD.
TURNER CONSTRUCTION COMPANY I 3'-6" I •·-•· ROUGH OPNG I s·
~ r.a• BETWEEN CENTER LINE OF JACKS s 112·
~crrv~ CARLSBAD,CA 92008 I
FJ".Z· 36 ARCHITECT:
Reviewed for General Acceptance only. This review does not
relieve the Subcontractor of the responsibility for making the
work confonn to the requirements of the contract. The
Subcontractor is responsible for all dimensions, correct
fabrication and accurate fit with the work of other trades.
SUBJECT TO ARCHITECTS APPROVAL
BY: C. Rodriguez
DATE: 03/08/2013
SPEC NO -PARAGRAPH
DIV 142400 Part 1.4 A,B
Submittal# 0001-142400-0
A_j
HOISTWAY PLAN
NOTE: IF DRYWALL CONSTRUCTION INSTALL FRONT WALL AFTER
ENTRANCE FRAMES ARE SET.
CONSULT ELEVATOR SUPT.
FOR PIT SUMP LOCATION
NOTE A: OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE STRAIN.
I --------I NOTE B: ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT.
PRELIMINARY
'FOR APPROVAL'
NOTE C: THYSSENKRUPP ELEVATOR TO BE NOTIFIED OF ANY CHANGE TO ELEVATOR HOISTWAY OR MACHINE ROOM DESIGN.
NOTED: ELEVATOR DESIGN & FABRICATION BASED ON ESTIMATED CAB WEIGHT SHOWN. LAYOUT --p;pj',ROVAL WILL BE CONSTRUEO AS FINAL CAB WEIGHT, UNLESS OTHERWISE NOTIFIED.
GENERAL CONTRACTOR: TURNER CONSTRUCTION COMPANY
ELEVATOR CONTRACTOR: THYSSENKRUPP ELEVATOR COMPANY
EL CAJON, CA •
I This drawing antralrinformation thereon is the proprietary property of ThyssenKrupp
Elevator and must not be made public or copied. This drawing is loaned subject to
return on demand and Is not to be used directly or Indirectly In any manner detrimental
to the lnteresl of ThyssenKrupp Elevator.
ThyssenKrupp
Elevator Americas
pAAwNI DATE I CHKD leAANcHI
JS I 02/12/13 l I 37 I
1• ;;.:a~;:;;;
JOB NUMBER I DAAWING NO. a,.ev.l,;HEET NO
IL I I 1 OF1
~'
,<
NOTES
THIS FRAME HAS A 2 HOUR WARNOCK HERSEY LABEL
KEYHOLES 'l"O BE-OMITTED.
ALUMINUM SILL TO BE SUPPLIED.
MAXIMUM WHEEL LOAD FOR ALUMINUM SILL IS 625 LBS.
DUSTCOVERS TO BE PROVIDED_-
GC NOTE:
GENERAL CONTRACTOR RESPONSIBLE FOR HOISTWAY REINFORCING
AT FLOOR SLAB BEFORE INSTALLATION OF ENTRANCE FRAMES:
MINIMUM OF 4" HIGH x.8" WIDE REINFORCED CONCRETE, REINFORCED
Fll:LED B\.OCK, WOOD, OR Sl:EE_L l;lEAMS AT THE WAlL LINE ON E_ACH $IDE
OF'OPENING REQUIRED FOR ANCHORING, SILL SUPPORT ASSEMBLY.
REINFORCING TO BE LOCATED WITH RESPECT TO REACTION POINTS.
REFERENCE INSTALLATION DRAWINGS 494JT, AND 494JV
AijE AVAILABLE UPON REQUEST. .
REACTIONS (LBS.) DUE TO LOAD~·ON DOOR PANELS. APPROX. HORIZ.
LOADS AND LOCATIONS TO BUILDING SHOWN PER ASME A17.1, PART II.
THE SPECIFIED LOADS ARE CONSIDERED IMPACTED.
F;~E1-I
_J_
3'-6" CLE_AR OPE_Nl~G . ~ 2" FACE
~
: 3/4"
T-"
"B" ~ J_i_ 5"
3 7/16" 31/2" SILL LINE MIN.
t
DRYWALL TYPE FRAME
TOTAL WEIGHT OF CAR DOOR
& HALL DOOR = 388 LBS. . ,
2 RIGHT HAND REQUIRED AT FLOOR 1,2 (FRONT)
16GA.
L_
1 7/8"
8"
POCKET
.3/4"
N
3/16" f-::r: CJ iii ::r:
·CJ z z w ·a.
0 ::r: CJ
ROUGH OPENING
I I 4'-~" 0 '"" "'H ·-,w1nn-1 .I
I~ I I
~-
=> 0 REACTIONS
RAISED DOOR
JAMB SYMBOLS
co M
1ii ll.
fl: (.)
co "' ~ 11 l I ~
FINISHED 5" L WALL:;;
SILL LINE MIN. i LINE ,:;! ' (.)
"8"+31/2" I-6
21/16"DOOR -l~ co TO SILL ,
1 3/16" DOOR
I L
1/4"DOOR ~-
TOFRAME
16GA.
f-::r: CJ iii ::r: a::
CJ f-0
:?; ~ g m iii~ ll. ::r: f-
0 w a:: w :::0 0 :a.~ 0 ~ ~ u:
LL ::I ~ a:: <( => <( a:: :a. w w z
.J > -(.) 0 :a. a ~ ?fl .,.I .,.I .. 1 ...... co
M721 SILL SUPPORT
BY ELEVATOR COMPANY
SECTION
a::
~ co
FLOOR
FRONT I REAR
R1
R21
_j_ f ~ ·--------· -------re R1 c 2" BELOW I 11'-"' EAcmooR
3'-6" 3'-6" ~
ENTRANCE ELEVATION
ONE SPEED RIGHT HAND DOOR & ENTRANCE
ELEVATOR 1 (FRONT)
WALL TYPE WALL SIZE (FRONT) WALL SIZE (REAR)
FRONT I REAR ACTUAL I MIN. I MAX. ACTUAL MIN, I MAX.
(LBS.).
b77 '.,.,.,
3/4"
ROUGH OPENING TO
BE FILLED IN BY
GEN. CONTR.,AFTER
,FRAMES ARE SET
3'-6"'CLEAR OPENING
13/4"
3 7/16" 31/2" SILL LINE
. 1/16" --' ! , 1 . T
.COMBINATION·DRYWAl.:L/MASONRY TYPE FRAME
PRELIMINARY
'FOR APPROVAL'
FRAME FINISH DOOR FINISH
FRONT I . REAR FRONT I REAR
TURNER CONSTRUCTION COMPANY
Reviewed for General Acceptance only. This review does not
relieve the Subcontractor of the responsibility for making the
work conform to the requirements of the contract. The
Subcontractor is responsible for all dimensions, correct
fabrication and accurate fit with the work of other trades.
SUBJECT TO ARCHITECTS APPROVAL
BY: C. Rodriguez SPEC NO -PARAGRAPH
DIV 142400 Part 1.4 A,B
DATE: 03/0!;!/2013 Submittal# 0001-142400-0
DATE I SYM. REVISION BY
DESIGNED PERASMEA17.1 DO NOT SCALE THIS DRAWING
FOR: A~MY-NAVY ACADEMY ATHLETIC FACILITY I ELEV# 1
ADDRESS: 2605 CARLSBAD.BLVD.
CITY: CARLSBAD, CA 92008
ARCHITECT:
GENERAL CONTRACTOR: TURNER CONSTRUCTION COMPANY
ELEVATOR CONTRACTOR: THYSSENKRUPP ELEVATOR COMPANY
EL CAJON, CA 92020
This drawing and all information thereon ls the proprietary property of ThyssenKrupp
Elevator and must not be made public or copied. This drawing Is loaned subject to
return on demand and Is not to be used directly or indirectly in any manner detrimental
to the interest of ThyssenKrupp Elevator.
ThyssenKrupp
Elevator Americas
DWN I DATE BRANCH
JS I 02/12/13 37
JOB NUMBER DRAWING NO. I REV.I SHEET NO.
E1 1 OF 1