HomeMy WebLinkAbout4801 Tabor StreetSY ~tems
OUWM ADVERTISING
2502 North Black Canyon Highway, Phoenix, Arizona 85009 •(602) 246-9569 • Fax (602) 433-2482
December 12, 1995
Mr. Glen Gidley
Director
Department of Pianning & Development
CITY OF WHEAT RIDGE
7500 W. 29th Avenue
Wheat Ridge, Colorado 80215
Re: Billboard Applications
Dear Mr. Gidley:
Chris Carlile of C& E Communications is authorized to represent
our company in the following matters.
Outdoor Systems will remove the second of our two billboards from
7701 W. 44th avenue in exchange for being granted a permit to
install a billboard in December 1995 at the north side of I-70 west
of Tabor on the Lakemont Center property.
Yours,
Robert M. Reade
Real Estate Director
CITY OF WVHEAT RIDGE
nrPr~n nri~
DEVELOPMENT
Phoenix • Tucson • Denver • Houston • Atlanta • Columbus • Louisville • New Orleans • New York City
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DERARTMIINT OF PLANNINt3 AND DEVELdPMENT Building Petmit Number : 95-2387
BUILDINt3 INSRECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :12/13/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 a3 9M
Property Owner:
Property Address : 4801 TABOR ST
Contractor License No. :
Company :
OWNERlCONTRACTOR SIGMATURE OF UNDERSTANDWG AND AGREEMENT
or
coVmERxconrrancroR>
Expiration Date :
Approval:
0 -
pormiL
Description : BILLBOARD 14' X 48' 32 FT BILLBOARD - 50FT SETTBACK, 5' SIDE YARD
BUILDING DEPARTMENT USE ONLY
A{lproval;
Zoning :
Approval:
Approval :
Occupancy : Walls : Roof : Stories : Residentiai Units :
Electriql License No : Plumbing License No : Mectfanical License No :
Company : Company : Company :
Expiradon Date :
Approval :
0
(1> ndsparMtwasNau~edqMea
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a6arkonetl fa e W 1
(3) a #sVero*enow1
(B)
(8)
Phone : 337-3474
Phone :
Construction Vaiue :
Permit Fee :
Plan Revievv Fee :
Use Tax :
Total
$15.00
$0.00
$625.00
$640.00
Expiration Date :
Approval :
m
aon...t r«m In yw~wpqr.a~.ua „~w Is weeaa nb uW. anb sumacwa.ao .oa w nb zowro
~ wNh7n aM~y i~~1vs~handbeue~CaEe a(B) Ine buiarp aWaAzatl k suepsMea or
ror e he a one-harctlis amamt noimaRY resNNeA, H die'qeerio aiemW~ ~aM~ewbeen psraim a lnft
a M i anbaInt.donma nthss naexoeeEed ons (1)Yax.
fs p en
w (24) I~wure flow ~ eda
o na far ep •"eQ•mM stml rscaive wrM~n appioW m kapectlon artl bafas
I aM ~D~adona eheN not be wnatruetl Eo be a P~ nor en approvW W. uN vblatlon N C~s provlebnc e a repWadon.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-6933 24 HOURS PRIOR TO INSPECTION
= DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number
Date
2734
3/11 /96
Property Owner :
Property Address : 4801 TABOR ST
Contractor License No. : 18129
Company : Dynalectric Co.
Phone :
Phone : 233 4488
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restric[ions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree ro abide by all conditions printed on this
application, and that I assume WII responsibil'Ay for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permk.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : WIRE SIGN
Construction Value :
$4,000.00
Permit Fee :
$69.00
Plan Review Fee :
$0.00
Use Tax :
$60.00
Total:
$129.00
Approval :
Zoning :
Approval :
BUILDING DEPARTMENT USE ONLY
~
1GG-PID 3/26196
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was isauetl in accortlance with the provisions set forth in yopur applicatlon antl is subiecl ro the laws of the Stale of CobraOo antl M the 2oning
Regula6ons antl BuiWing Cade of Wheat RiA~e, Colora0o or any other applicable ortlinances of tfie Ciry.
(2) This pertnil shall eupire if (A) the woAc authonzetl is not commenced within sixty (80) days from issue dale or (B) Ne building aNMrized is auspentletl or
abantlone0 for a perioG 0, 20 tlays.
(3) If this pertnit ezpires, a new pertnrt may be acquired for a fee of one-half the amount normaly requiretl, provitletl no chaiges have been or wlll ba made in the
onginal plans and spedficetlons antl any suspension or abandonment has not enceeded one (t) year. If changes ere made or N suspansbn or abandonmenl
exceeds one (t ) year, lull fees shall be peia for a new permit.
(4) No work of any manner shall ba done that will change the natu2l Mow of water causirg a tlrainage problem.
(5) Cont2ctor shall rwtiy the Buildin9 Insceclor Iwenry-tour (2a) hours in atlvanca for all inspectlons antl shall receive written approval on inspection card before
proceetliin M succeasrve phases ot ihe 1ob.
(e) 7he Issu W a rtMt a the approval of drawinga and spedfiptions shall not be wnsWed to be a pertnit for, rror an epproval of, arry violation of the provisbns
of the b Itll or airy th r o'nance, law, iule or regulation.
Chief Iding Inspector For ayor
T S PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner:lJ();,~",_A[a" ~~}~u i~~
Property Address : - F' d
Phone:
Contractor License No. ~
Company 1'IQ,eGI'r (L ~YYTanV Phone :r:~33 -`t4D g
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that tha selback distances proposed by this pertnit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of reeord: that all measurements shown. and allegations
made are accurate: that I have read and agree to abide by all conditions printetl on this
applieation, and that I assume tull responsibi' tor compliance ith the Wheat Ridge Building
Code (U.B.C.) and all other applieable Wreaidga ortlmancys~for work unCer this pertnrt.
(OWNER)(CONTRACTOR) SIGNED_ (~:Zil/Y )~C~ Xd DATEJ_ I
Construction Value : qG p ri ,hj
Permit Fee : 04e
UseTax: 60.0-s
Total :
Description: `Dke-,~
BUILDING DEPARTMENT USE ONLY
Approvai :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Elec[ncal License No : Plumbing License No Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
J Pfans R:e'qulred_-~ Plans Required .I I f P,J~ns,it8qulfi=
(t) ihis Oermrt was i55ueE m accortlance wiln the Orovisions set lorth in yopur ap0liu4on and is su0ject ro Ihe laws of the Slate of Calo2tlo and to ihe Zoning
Regulabons and BuilEing CoEa a( Wheat Ridge, Coloraao or any other aOP~icable ordmanCes ot Ihe Ciy.
(2) 7his permrt shall expire d(A) the work authonzeG is not commencetl wrthin sixry (60) tlays from issue Oate or (B) the bwltling authonzeG is su5pentleE or
abanaanea for a penoC of 120 Eays.
(3) If this permrt expires, a new pertnd may Ce acQUiretl for a tee of one-half the amount nortnalty reQUireE, provitleE no changes have been or will Ee matle m Ihe
ongmal plans and specifiralions and any suspension or aCanOOnment has not exceedeE one (1) year. I( chanqes are maGe or d suspension or aban0onmem
exceetls one (1) year. fu0 (ees shall Oe paitl tor a new Oermit. ,
(4 1 No work ol any manner snall be tlone tnat will change the naWral Ilow of waler causing a Grainage proClem.
(5) Contractor snall notiN the BuilAing Inspecror twenN-(our (24) hours in atlvance lor all inspe ns and shall recene wn proval on mspecuon rarE Cebre
oroceedung wiM successrve phases of Ne lob.
(6) The issuance of a permit or the approval ol tlrawings and specdications snall not oe co tr a to Oe a permit for, no an pro v i ol. any violatwn of the Oravisions
ol ihe OudCing codes or any other ortlmance. law, rule or regulabon.
/
Chief Building Inspector For ayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number :
Date :
Property Owner : ~_~J' ` v ~
Property Address :[„QU'c -C~ iY'~'~ Phone :7~1_3t{~ a
Contractor License No. :
Company : C} ~ ~ Phone : p$b `b - ~ ~'63
4 9 - -,-t
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiy that the setback distances pmposed by this pertnit application are acwrate,
antl do not violate appticable ordinances, rules or regulations of the City of Wheat Ridge or
covanants, easements or restnctions of record: tha ay measurements shown, and allegafions
made are accurate; that 1 have read g a abi by all conddions pnntetl on this
appliwtian, antl that I assume full sponsi for c phance with the Wheat Ridge Building
Code (U.B.C.) and all other appli ble W ~ ga rdinances, for work untler this pertnrt.
(OWNER)(CONTR4CTOR)
Description : ~q y
, q S '?>2 r--}
Construction Value : zlj IU-6
Permit Fee :
Use Tax:
Total :
~ ~L' ` ` slc~lt v~,.~
BUILDING DEPARTMENT USE ONIY
Approval:
Zoning : 'P p
Approval :
Approval :
Occupancy : Walls
Roof : Stories : Residential Units :
Electncal License No : Plumbing License No Mechanical License No :
Company Company : Company
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
_j Pte[ns R§qutred " J _3 Ptans Required I 1 p~psmptN
(1) This permit was is5uetl m accortlance wrth Ihe provisions set forth in yopur application antl is subject lo the laws of the State of Colo2tlo antl ro[he Zoning
Regulations antl 8uilding Cotle of VJheat Ridge, Colorado or any other appliwble ortlinances of the City
.
(2) This permh shall exprte R (A) ihe work authonzetl is not wmmencetl within sizry (60) tlays hcm issue tla[e or (B) the builtling authonzeC is suspendetl or
abantlonea for a penotl of 120 Oays.
(3) If Nis pertnit expires. a new permit may be acquired for a fee of one-half the amount normairv reQuireO, provitled no changes nave been ar will De matle in the
original plans ana specifintions antl any suspension or aDantlonment has not exceede0 one (1) yeac If changes are matle or if suspension or abantlonment
ezcCeCS one (1) year. full t2ES snall Ce paitl tor a new permit.
(4) No work ot any manner snall be tlone that will change the naNral flow of water Cdusin9 a aramage problem.
tl en approval on inspection cartl before
UOns an
(5) Contractor snall nohry ihe BuilCing Inspector tWenry-four (24) hours in atlvance fot
roce iing with sucCessrve Onases of the joD~6) The ance O a pefmit Oroval o( tlrewings antl SPecifcation5 5ltall noI meo to be a Pe I for. n r an aPProval of. any wola6on of the PrOVisiOns
of e wltling otles or any th ortlinance, law, mle or regulation.
f
~
,I ief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSP CTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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~46PARTMENT OF PLAPININ6 AND DEVELOPMENT Building Permit Number : 2849
BUILDING INSPECTION DNISION - 235-2855 Date : 4/3i96
CITIf OF WHEAT RIDGE
7500 WEST 29TH AYENUE
WHEAT RIDCiE, CO 80215
Properry Owner :
Properly Address : 4801 TABOR ST Phone :
: Contractor License No. : 97583
Company : Ed Winterboer r Phone : 722 3045
~ 60,NlMCONTRACTOR SiGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $750.00
( ceriHy thet the setbadc dbtances proposed by this pertnitapp~kation ere axurate, Pertnlt Fe¢ : $21.00
~ violat~ a~ bb ordinances, rubs a ropuletlons ot tne cnY of Wheat Ridpe or
~eeis u rcstrictbna of recwd; that au msasuromems shaim, and allpauona Plan Review Fee : $0.00
f42 e icCUrats; Mat 1 hsve retl and agm W abldeby all caMkbns priMed on Mb
"
Npn and that I asaume fuA isspons il~tr tor oa~flance with the Wheat Ridpe Bulldi~ Use Tax : $11.25
{.B.C.} and all other applkable YVheat Ridpe adinarwes, tor worlc undx this pertnn.
n.~~ o~..~i~`° DATE y 3-9 . ToTal: $3225
(biAMER)(CONTRACTOR) SIGNE
biseription : 6' CHAIN LINK WITH SLATS -9' X 18' X 6'HIGH AROUND GAS TANK
BUILDING DEPARTMENT USE ONLY '
n~- SM-413196 PID
Zoning :
Approval :
Approval :
Gdcupancy : Walls : Roof : Stories : Residential Units :
`ElectricaI License No : Plumbing License No : Mechanical License No :
d6itnp8ny : Company : Company :
Eacpiration Date : Expiration Date : Expiration Date :
'/ipprtlval : Approvai : APProval :
' (1) This PwM xwt beueA In xcadanca WM 1M ProWsions ssl foM In YoWr aPWicsHOn and b eubNct So the laws d the Strte of Cdaado m0b tlis Zonpq
RSqUWynn WpBuIk1ho Cotle W yVMStRk1pe ColorWo a rry otlm eoWiable ordinsncea Mthe Cily.
Duildinp aWwrhed b wspentled ar
(2) 7M's pymit 4iW exqro RW IM worlc ei~tlwr~ed b not oonpnenceE wIM7n aixAy (80) dvY+hom Neua dats a(B) the
mendqiNi Rr a perbd M 120
. (3) P~e~ xpkp. a naw meY Oe ac4~ for a Aea of maMM the &nount nwnnely rs"im7, om~bed rq Chanpat hevs Wen a wM Os nrtls N the
rnC anY w~a WanOanmait ha ral exceWStl ana (7) yeer. It chenpes aro made or x awparubn a absntlannml
) mmwe0r ar (1) Y~, IuN bM M~ bs p/dd!a ~ nsw~nmL
No wak danY mamsr ahrq M daryroy tlpr~l wriN durps Ms NUrW Ibw dwetx uusl pe drainape poblem. .
C6 Cqo~Mcat~ yrq ~ phaeas ~ yyp pMisMY-lau (24) houn in aMante for all~kqpectlom end ahall rerve ca wrlllen aDWaN m Mupaeibn erd bdWe
fh Nawnm d s DemYt a 1he aDW~I o(NavArW an0 sp~estlons ahsll not be mnabueA ro ba a D~H nor an aPMa+e~ 06 enY vbletlm dihs MoWeb^s
at ury oNier nancm hw, ntla or npWatlon.
wl.-
ief Building Inspector
THIS PERMIT VAIID ONLY YVHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234d933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner:
Property Address Phone :
Contractor License No.
Company ,~IlwPhoneyS
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the selback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record: that all measurements shown. and allegations
made are acwrate; that 1 have read and agree to abide by all conditions printed on this
appliwtion, and that t assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other appliwble Wheat Ridgep rdinances, for work untler this pertnit.
(OWNER)(CONTRACTOR)SIGNEDDATE'6'J__'f6
Description
BUILDING DEPARTMENT USE ONLY
Approval eo,'K_ 4I*,/A1
Zoning : Pi p
Approval:
QO blic~W~iYk3•_Giifit~natitsq
Approval :
Occupancy : Walls : Roof : Stories
Residential Units :
Electrical License No :
Company :
Expiration Date :
Approval:
~ Plans.Reyulred
Plumbing License No :
Company:
Expiretion Date :
Approval:
7,V ;PIahsRequired
Mechanical License No :
Company :
Expiretion Date :
Approval:
r~ fQyitAN
(1) This permit was issuetl In accordance with tlie provlsians set forth in yopur appllcation and is subject to Ne laws o! Ihe State of Coloratlo and ro Ne Zoning
Regulations and Building Code ot VJheat RiEge, ColoraEO or any oNer apptiwble ortlinances of the Ciry.
(2) This permit shall expire if (A) the work authonzed is not commence0 within si:ty (60) tlays from Issue dale or (B) the UuilCing aulhonzed is suspentle0 or
abanEOned tor a penod of 120 tlays.
(3) If this permit eapires, a new permit may Oe acquireE lor a lee ol one-half the amount normalry required, provideC no changes Oava Oeen or wiil De maEe in the
original plans and speufications and any suspension or aCantlonment has not exceeEeO one (t) yeac II c0anges are matle or il suspension or abantlonment
exceeds one (t) year, lull fees shall be paitl tor a new permit.
(a) No work of any manner s0a11 be tlane Nat will change the natural Oow of waler wusing a tlrama9e proElem.
.
(5) CoNractor shall notiy the Builtling Inspector lweny-/our (24) hours in atlvance for all inspecuons and shall receive written approval on inspection rar0 Ee(ore
proceetliing with successive phases ot the lob.
(6) The issuance of a permit or Ne appmval ol Grewings and specifcations shall not be wnstruea to Ee a permit for, nor an approval ol. any violation of the provisions
of the Cuilding CAtles or any other ortlinanGe, law, rule or regulation.
Chief Buiiding Inspector
For Mayor
Construction Value :
Permit Fee :
Use Tax:
Total :
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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OFFI GI AL
ZONt NG MAP
WHEAT RIDGE
GOLORADO
MAP ADpP?ER !ure !5, 1994
Laet {Zevieien: Jonuary 9, !995
OEPARTHENf OF RAW:IN6 AhD DEVfl.OPNB.R - 735-]65]
~ AREA RcQUiRING SITE PLAN APPROVAL
'00-YEAR FLOOD 4'LAIN
(APPROXiMATE LOGRTION)
~ ZONE DISTRIGT BOUNDRY
PARGEVLOT BOUNDRY
(DESIGNh'rE5 OWNERSHIP)
UTY'_IMIT LINE
- - WATER FEATURE
~ DENOT=S MUL-1 IPLE ADDRESSES
NE 20
~m
o w~
SCALE i'.400
Date: v; ILI ✓
C & E COMMUNICATIONS. INC.
6023 S.W. View Point Terrace, Portland, OR 97201
1. Lcased Precnises. The undersigned, as LESSOR, hereby leases and grants ezclusively to C& E
Communications, Inc., as LESSEE, the real property generally described as being: within Lot 1, Block 2, Lakemon[
Center Subdivision at the sou[hwest comer thereof which pazcel begins 50' north of the souW proper[y line and
adjacent to the west property line of Lot 1, Block 2, Lakemon[ Center Subdivision in the city of Wheat Ridge,
County of Jefferson, State of Colorado (hereafter identified as [he "Premises") for the putpose of constructing and
maintaining a billboazd sign and devices, including illumination fixtures and all necessary equipment for a period
of [en years, plus the period of time between signing of this lease and payment of [he ren[ deposit. The Lessee shall
have the right to erect, place and maintain an advertising sign and equipment on the Premises and post, paint,
illuminate and maintain advertisement on such strucmre. The Premises aze si[uated on real property owned by
Lessor which real property is described as L.ot 1, Block 2, Lakemont Center Subdivision, which proper[y is
hereafrer referred to as the Adjacent Real Property. A legal description of the Adjacent Real Property is attached
hereto as Exhibi[ "A". A map of the Adjacen[ Real Property is attached hereto as Ezhibit "A-I". A description
of the Premises on which the sign is to be situated is attached hereto as Ezhibit "B". Lessor and Lessee will stake
the perimeter of the sign pazceL Upon a survey, diagram and/or legal description being wmpleted for [he sign
parcel, the survey, diagram and/or legal description will be aztached to [he lease as Ezhibit "B". The access and
utility easements to the Premises shall be described on and attached hereto as Exhibit "C".
2. Rent. Upon signing of this lease, Lessee has paid the Lessor as consideration for Lessor's entry in[o this
lease [he sum of $500.00, receipt of which payment is hereby acknowledged by Lessor. Upon issuance of necessary
advertising pemuts to Lessee and upon erection of the Advertising Struc[ures, Lessee agrees to pay additional rent
[o the Lessor for [he first [wo years of the lease (which begins wi[h the comple[ion of erec[ion of the Advertising
Structures) at Lessor's elec[ion, at one of the [wo altemative rent schedules: either a), a lump sum payment of
$21,500.00 if the Advertising Struc[ure is erec[ed by December 31, 1995, or b), if issuance of necessary advertising
pemtits and erection of [he Advertising Structure is delayed inro 1996, an immediate lump sum payment of
$21,500.00 or equal monthty rental paymen[s over the first yeaz of the lease in the amount of $1,000.00 per month
and over-the second year of the lease in the amoun[ of $1030.00 per month.
Each year thereafter, beginning with the third yeaz of the lease, Lessee agrees to pay the annual rent in
equal monthly payments beginning on the first day of each month. For the third year of [he lease, the annual rent
shall be $12,730.80 and each monthly rental payment shall be 1/12th of the annual rent. Beginning with the fourth
year of the lease and continuing through each additional year of the lease term, the annual rent shall be increased
3% each yeaz over the amount of annual rent paid in the preceding yeaz. Rental paymen[ shall continue ro be made
monthly by L.essee to L.essor at L.essor's address of 632 Gold Run Road, Boulder, CO 80302, or at such other
address that I.essor shall no[ify Lessee of in writing, in equal monthly payments on the first day of each month.
3. Ootion to Renew. Lessee shall have the option to renew this lease for an additional term of ten yeazs by
giving 60 days written notice to Lessor of Lessee's in[ent ro ezercise its option [o Lessor. For the option term, [he
aruiual rent for the eleventh yeaz of the lease shall be the annual rent for the tenth yeaz of [he lease plus 3%.
During the op[ion term, the annual rent shall also be increased 3% per yeaz over the aznount of annual rent paid
during the preceding yeaz of the lease. During the option term, rental payments shall continue to be made by Lessee
on a monthly basis wiW payment due on the first day of each month.
4. Advertisine Structures. All strucmres, equipment and materials placed upon [he Premises by the Lessee
aze hereafter identified as the Advertising Structures and shall be deemed to be fixture, but shall always remain the
proper[y of Lessee and may be removed by Lessee in accordance with the terms of this I.ease. Lessee's ren[al
w 4
payments will cease upon removal of the Advertising Strucmre from the Premises as a result of any provision in
this lease.
5. Hold Harniless. L.essee shall save the Lessor harmless from all damage to person or property by reason
of accidents resulting from the negligent act of its agents, employees or others employed in the wnstruction,
alteration, maintenance, repair or removal of its Advertising Struc[ures.
6. Access. Lessor hereby grants Lessee and Lessee's personnel the right to ingress and egress over Lessor's
Adiacent Real Prooertv for the purpose of erec[ing, al[ering, maintaining, repairing and removing the Advertising
Structures including sign display, illumina[ion devices and related equipment a[ all [imes during [he term of the lease
and for the purpose of connecting power from [6e power source to the Advertising Structures. Lessee shall be
responsible for all costs and ezpenses relating to power wnnection an use of power relating to the Advertising
Strucmres. ~
~ V
Lessor also gran[s and conveys aniasement to Lessee within the Adjacent Real Property described in
Exhibit A for the pucpose, if necessary, of Lessee wnnecting power, to the Advertising Structure. A diagram
and/or legal description showing the location of the easemen[ over the Adjacent Real Property is shown on Exhibit
C.
I.essor shall have the right to upgrade [he electrical service connection to the Advertising Structure used
by Lessee, but Lessee shall only remain responsible for payment of the cost of power ac[ually installed and used
by L.essee.
7. Easemen[ for Lieh[ and Air. Lessor agrees not to obstruc[ or pernilt any other person ro obstruct, by
alterations to or erec[ion of structures on Lessor's Adjacen[ Real Property or by grow[h of trees, shrubs or other
plants on Lessor's Adjacent Real Proper[y, the view of the advertising display or devices on the Premises in any
manner whatsoever from vehicles using Inters[ate 70. Lessor grants to I.essee an easemen[ for light and air over
any Adjacent Real Property owned or controlied by Lessor between the sign pazcel and Interstate 70.
8. Sole Aereement. This lease wntains the sole agreement of [he parties rela[ing to the lease of the above
described Premises. Neither party will be bound by any statement or promises, oral or written, unless such
statements, warranties or promises aze set forth specifically in the lease.
9. TiUe to Premises. Unless specifically stated otherwise herein, the Lessor represents and warrants that
L.essor is ei[her the owner or the agent of [he owner of [he Premises above described and has fiill authority to make
this lease.
10. Personal Propertv Taz. All persoual property tac or other tax associated with the Advertising Structures
shall be bome by Lessee. Any assessmen[s levied or other chazges made by a city, sta[e, county or other
govemmental en[ity rela[ing to the Advertising Suvcmres shall be borne by Lessee. The parties recognize that
Lessee's only obligation is to pay [he personal ptoperty tac assessed on the Advertising Structures as it becomes
due unless another [ax or assessment is specifically levied against the Advertising Struc[ures. Lessee will not be
responsible for a prora[ed portion of real property tax or assessments levied on the Adjacent Real Property.
11. Good Faith. The terms and conditions of this lease shall be interpreted and applied in good fai[h by the
parties. Each party agrees not ro directly or indirectly attempt ro circumvent the intent of this lease by means of
transfers of real property or otherwise which would frustra[e the purposes of this lease.
12. Maintenance of Lease. Lessee agrees that it will not execute any mortgage, trust deed, contract of sale
or other agreement which would subordinate the interest of I.essee to any such secured party, purchaser, transferee
or assignee for any purpose including but no[ limi[ed to, foreclosure remedies upon default. I.essor further agrees
that in the even[ of a sale, [ransfer or assignment of the Premises by L.essor to a person or entity other than the
L.essee, L.essor will require such purchaser, transferee or assignee to honor all the teans of the Lease and to agree
not to disturb Lessee's right, title and interest in the Premises under the Lease. In the event that a secured party
requires an assignment of rents under the terms of the Lease, Lessee shall, at the reques[ of Lessor, agree to such
assignment of rents.
13. Chanee in Ownershio. In the even[ of any change of ownership of the Premises hereby leased, the Lessor
agrees to notify the L.essee promptly of such change, and the Lessor also agrees to give the new owner formal
written notice of the existence of [his lease aad to deliver a copy thereof to such new owner.
14. Rieht of Firs[ Refusal. Lessee is hereby given a righ[ of firs[ tefusal to putchase the Premises in the even[
of the receipt of a bonafide offer to purchase by Lessor. Lessor and Lessee unders[aud that any bona fide offer to
purchase will most likely include the Adjacent Real Property; in such event, Lessor will determine an appropria[e
price solely for the Premises. Lessee shall have 30 calendaz days from the receip[ of a copy of said offer ro purchase
to enter into a contract to purchase on equal or superior [erms. Should Lessee be either in default under the lease
or shall fail to execute a contract for the purchase of the Premises within 30 calendaz days, then the right of first
~ refusal shall terminate. It is undersrood [ha[ Lessor is waenfly offeringQ~~e~for sal~~deent. n~
lv~srSl IU~
15. Assienment. I.essee shall have the righ[ [o sublease, [ransfer, or assign its interes[ in this lease and its
interest in the Advertising Struc[ures to another party. Notice of such sublease, transfer or assignment will be
promptly given in writing by Lessee [o Lessor. All the [erms and conditions of this lease shall continue to apply
to Lessor and to the sublessee, transferee or assignee of Lessee.
16. Removal of Advertisine Strucmres. Lessee may remove the Advertising Structures and related
improvements at expiration of this lease or during We term of this lease if L.essee is unable [o obtain necessary
governmen[al percnits. However, if Lessee has commenced making regulaz rental payments after the initial deposit,
then Lessee may only cancel this lease by paying Lessor an aznount of money equal [0 12 months of rent under this
lease.
17. Condemnation. If either all or a part of the Premises on which the Advertising Structures aze located or
if the Adver[ising Stmctures can no longer be used for the display of advet[ising as a resul[ of taking by right of
eminen[ domain, condemnation or the threat [hereof, or othet govemmental ac[ion, (including, but not limited to,
revocation of permits for the Advertising Stmctures) dantages for the loss of the leased Premises and for the loss
of the use of the Advertising Structures shall be awazded solely [o the Lessee. In the event [hat only Lessor may
pursue a claim for darnages for loss of the leased Premises and loss of the use of the Advertising Struc[utes, Lessor
agrees to pursue such claim for damages on behalf of Lessee in accordance with the instmctions of L.essee and
further agrees to wllect such damages Ihat may be obtained and tum over funds representing such damages to
L.essee. L.essor and Lessee agree to cooperate fully in implementing [hese provisions. Lessee agrees to be
responsible for all costs, expenses, fees and attomeys fees inwrred for the benefit of Lessee in pursuing such claims
for damages. A[ such [ime as Lessee is no louger able to adver[ise on the Advertising Swc[ures as a result of
govemmental action described in this pazagraph, Lessee may elect [o cancel the lease.
18. Hazardous Materials. Neither Lessee nor its officers, agents or employees shall be responsible for any
claims, damages or liabilities azising out of any contamination, generation, storage, release, spill, creation or
disposal of Hazardous Ma[erials which may have ezisted on [he Premises prior to the execution of this lease or after
execution of this lease unless cleazly caused by Lessee in its use of the Premises.
19. Successors. All of the rights and obligazions under [his lease shall apply to and bind the heirs, successors,
executors, administrators, transferees, assigns and sublessees of the pazties hereto.
20. Disoute Resolution. Waiver of any violation of this lease by either party hereto shall no[ be constmed as
consent to a later violation of the lease. Should a dispute arise over the terms of this lease which the parties aze
unable to resolve, either party may request azbitration of the dispute by notitying [he American Arbitration
YA
Association (AAA). The rules of AAA shall govem azbitrator selection and azbi[ration procedures
21. Privileee Sien. Lessee agrees that L.essor may display a privilege sign below Lessee's billboazd during the
[erm of this tease, if the privilege sign is approved by the State of Colorado and the City of Wheat Ridge, without
ezpense to Lessee except for the cost of building the sign. Lessee agrees to build a privilege sign for Lessor and
Lessor agrees to reimburse Lessee for the cost of building the privilege sign.
22. Lessor's Rieh[ ro Purchase Advertisine Structure. Twelve months after the Advertising S[rucrures have
been erected and advertising copy has been displayed on the sign, Lessor shall have the right of first refusal to
purchase the Advertising S[ructures and the leasehold interes[ of Lessee for a guazanteed price and on the same oiher
terms that Lessee offers to sell the Advertising Structures and its leasehold in[erest to a third par[y. The guazanteed
price to L.essor shall be 42 times the monthly revenues derived from advertising on the sign. Monthly revenues
shall be an average of those revenues received by Lessee from advertising on the sign over the 12 moo[hs preceding
Lessee's submittal of an offer to sell to a third party. Any months during the preceding 12 mon[hs in which
advertising revenues aze not generated from advertising on the sign will not be counted in detenmining the average
monthly revenues. Lessor shall have 60 calendaz days from the receipt of a copy of an offer to purchase to enter
into the contract to purchase for the euazanteed nrice and on equal or superior terms.
23. Lessor's Rieht to Advertise. During the term of the lease, Lessor shall have the righ[ to have adveRising
copy displayed on the primary sign at the same price and on the same terms thaz Lessee offers to other cus[omers.
24. Erection of Advertisine S[rucmre. Lessee will a[tempt to ob[ain the necessary adveaising pernuts and to
erect the Advertising Structures as soon as possible with a goal of wmpleting the permit and erection process 6y
December 31, 1995. If Lessee has no[ obtained the necessary advertising permits and erected the Advertising
Struc[ures by June 30, 1996, this lease shall be cancelled; however, Lessor and Lessee may mutually agree to extend
the period during which Lessee will have the right to ob[ain the necessary adver[ising permits and to erect the
Advertising Structures.
25. Develooment of Adiacent Real Prooertv bv Lessor. It is undersrood and agreed that Lessor is adding fill
material (raising height and expanding banks uound the lake azea where sign is to be Iceated) and further
understood and agreed Lessor shall be constructing an 8' plus walkway, landscaping and rcek berm azound the
perimeter of the lake shore. It is also undersrood that such improvements to the Adjacent Real Property will not
obs[ruct the view of the billboazd from Interstate 70.
26. Effective Da[e. This lease is effective upon siguing by Lessor and Lessee. Either party may record this
lease or a memorandum thereof.
This lease is being signed by L.essor in the presence of who has been
~
requested to sign as wimess.
e
I2~5/~5
I.essor(s) RobeR J. Vermillion Date
Address: 632 Gold Run Road
Boulder, Colorado 80302
Telephone: 303-442-7111 ~
Signature of Lessor(s) Date
If Lessor is a corpora ton, the person signing for L.essor is an offi r or authorized agent of the wrporation whose
title is /Y" , and by such signature, such representative of the corporation warrants
that he or she is authorized to sign this lease in accordance with the bylaws and or resolution of the Boazd of
Directors of the corporation.
Accepted:. C& E Communications, Inc.
Telephone:
sY: 17''~, -'I~
Christopher Cazlile, President
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S• CM 0- o« 2 .EXHaBIT
entui(es, Inc..
- COVER SHEET
8197North 89rd Avonuo • Pooria AZ 85745
SIZE OF SIGN: 14' X `S
HA6L• 5 ~'~RU 100~
WIND LOAD: 30 s
ALLOWABLE SOIL PRESSURE: ~O ps~~ft"
C zoo ~s f ~-~t
STRUCTURE DESIGN: W(FaC~roR oF2)
CENTER MOUNT
PARTIAL FLAG (col. loc. )
FULL FLAG (col. loc. )
EXTENDED FLAG (col. loc. )
mmmmmmmm~
- 1448. !
- l44$,3S
~
- ►¢48,37
- 144B.21
~
- 144b.19
OFFSET '
~C V-BUILD ANGLE OR 3 O FEET (MAX. OPENING)
BACK TO BACK OR SINGLE FACE
FOOTING DESIGN:
Jt ROUND
x SQUARE -
SPREAD ~Sia..
~h~`~BKAL E~~-\?
SPECIAL CONDITIONS:
IZ-UO-L°i44-
TABLE Of CONTENTS
CRITERIA - - - - - - - - - - - - - - - - - CS - (
HEAD DESIGN- - - - - - - - - - - - - - - - - - H - l To H-S
TORSIONDESIGN T - l ToT-3
COLUMN DES IGN- - - - - - - - ' ' - - - - - - - C-t
FOUNDATION DESIGN- - - - - - - - - - - - - - - F-l
PIPE MOMENT CAPACITY CHART - - - - - - ' ' ' ' M-1
{ ROHERT LAIZU[i&
PRESIDENT
I ~
Ventures Inc.
~
DESIGN LOAD
L~L -20PSFX3X12
(4 MEN) <,;:-'+200
REFERENCE
HEAD DESIGN FRONT CATWALK
FRONT CATWAIIC
(MAX TRIB) - 720#
STRINGERS - 5.8 X 2
GRATING - 3.14 X 3
CONN & MISC
aoa mLe FC (~741A
,
JOB NO. SMAT. I Oi
CALCUUTED BT ~Y C DATE ~-allkf(LQ
CHECKED BY OATE
BGUE
- 800#
(4 MEN/LEDGER)
11.6 PLF
9.42 PLF
2.58 PLF
23.6 PLF
- SPAN 3'-0" USE AMICO EXPANDED METAL GRATING
CAP - CONCENTRATED IAAD AT CENTER OF SPAN 100#/FOOT OF WIDTH
STRINGERS (MAX. 14' SPAN) 1.0 F_ A*-
Mmax - 23.6 X 14` + 20 X 3 X 14'' = 578.2 + 1470 - 2048 2 1024
g 8 USE 4 X 3 X 1/4
LL.V.
Fb - 1.024 X 12 - 12.29 KSI (S - 1.0 IN )
1.0
.C4 MEN
LEDGER P-(23.6 X 12) + 800 - 1083.2
(12'TRIB) M- 1.08 X(1.5 + 1.5) +(.009 X 4.5) (4.5/2) - 3.33'-Y
MIN. FLANGE - 3.24/2 X 3-.54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0"
USE 3/16" FLANGE M CAP - 101 K> 3.33' K
CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION K
Mmax [.02 (3) 12 +.0236 X 12] X 4+.009 X 5.5 /2 - 4.1491
(12' TRIB) P- 4.149'-K /1.28 = 3.24K /ANGLE 3 X 3 X 1/4 X 4 3/4"
' 1 3/4" GAGE
WP - 3.24/4.75 -.682 KLFti.65 KLF PREL. SELECTION TABLE
b- 1 3/4" - 1/4 - 1 1/2" a- 3- 1 3/4 - 1.25"
b' - 1.5 - .625 - .875" a' - 1.5 + .625 - 2.125"
a' + b' - 3" p- 4.75/2 - 2.375" d' -.625"
or - 1 - (.625 / 2.375) - .7368 M - [2.375 (.25)a X 36]/8 - .668
d - [3.24/2 X 1.5 / .668)-1] / .7368 - 3.58
Bc - 1.62 [1+/1 +?7368/ ` 2,825J _ 1.90 KIPS
~
FIANGE - 8 X 1.90 X 2.125 X.875 1/2 -.2768 IN>.25
(2.375 X 36 [2.125 X .7368 (3.0))
108 OVERSTRESS
USE <3 X 3 X 1/4 X 4 3/4 LANG W/ 1/2"4 DIAMETER A307 BOLTS
V,,j - 2 Tqq - 3.9K
` INOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS
^ R PRESIDENT
& VenEures Inc.
JUY IIIIL
JOO NO. ' SMT.~ OF
CALCULATED OY DATE
GMELKED UY OATE
SCALE
CRITrRIA SPCCIFICATION
CODG: I -11 L) P>C--
STLEL: ASTM A-36 FY - 36 KSI
PIPE SECTIONS: ASTM A-53B, A 252 CR, OR APZ-SLX
WELDING ROD - ASTM E-70 SERIES IAW HYDROCEN
BOLTS - A 307 OR 325 TYPE "N"
CONCRETE - MIN. COMPRESSIVE STENCTL{ OF F'C - 3000 PSI (150 PCC) AT 28 DAYS
RCIIAR - ASTM A 615 CRADC 40 OR G[tADG GO (DGSICN BASED ON 2000 PSI)
WOOD - DOUGLAS FIR I1+RCIi - 2iF WITH FB (REP. ) 1450 PSI
FOUNDATIONS - SPREAD FfG. ALIAWABLG BEARZNC PRESSURE
SEG SOIL REPORT OF UBC TABLE N0. 29 II
ROUND OR SQUARE CAISSON FTG.
ALLOWING IATE
RAL BEARZNG PRESSURE
SES SOIL REPORT OR UIIC TABLE N0.29 B~ 2 00 -1- W ITN-
~
f2.. o~F 2~
t/a c~l
DESIGN LOADING
WIND -
PSF
LIVE -
FRONT CATWALK -
20 PSF OR (4) 200# MEN. AT ANY POINT
REAR CATWALK -
20 PSF OR (2) 200# MEN. AT ANY POINT
DEAD -
SIGN rACE WT.
5/16 DURAPLY -.9375 PSC
2X4 (6 TOTAL HORIZ.) - .5691 PSF
2X6 (1 TOAL VERT.) - .575 PSF
7 LAYERS-PAPER AND CLUE - 416 PSF
2.49 PSP - 2.5 PSF
WIND IAAD
FOR U.B.C.
p- Ce Cq q,s I
EXYOSURE
C(OPEN COUNTRY)
p- DESING WIND PRESSURE
Ce - COMBINED HLICHT, EXPOSURE AND
GUST FACTOR
Cq - PRESSURE COEI'FICIENT (1.4 FOR SICNS)
q.s - WIND STAGNATION PRLSSURE AT 30'-0"
I- IMPORTANCE FACTOR (1.0 FOR SIGNS)
WIND
VC OC Z1'
70
75
BO
90
100
110
OVLRALL
O~S
145
l6•d.
20,~5
2r-~,6
31,0
HEIGHT
' p-iS
Ce
i.o6
2i.s
.
24.~
3o.q
38.0
46.D
20
1.13
1q.5
22.9
25-.9
12.9
40.5
44.0
25
l.lg
'!-l.0
24.2
2'1,3
34-.'1
42.6
S I.Co
30
1
23
21,1
25.0
28.2
35-.a
44.1
53.
40
.
1.31
23.1
0 I
38.1
41.0
_6_9
43
1
252
0
201
3z.8
4l Co
51.2
(c2,0
q
.
.
~
4
fjp
1,53
2?.O
31.1
35.1
44:6
54 5
Gb.
j j ROBERT I.A1Z[JRE
~ PRESIDENT '
~ I
Ventures Inc. ;
~
~ I
JoeTFTLE 25;ro9r4k
JOB NO. 9NT.1L.~ OF
CAIWIATFABY ~AC- OATE_q&.1-5 9
CMECNED BY DATE
8CALE
HEAD DESIGN REAR CATWALK
REAR CATWALK
DESIGN LOAD
L.L. - 20 PSF X 2X 12 (MAX TRIB) - 480#
( 2 MEN) < 7::200 - 400#
(2 MEN/LEDGER)
D.L. STRINGERS 5.8 X 2- 11.6 PLF
GRATE 2 X 2-(ACT 1.87) 4.0 PLF
MISC. - 1.6 PLF
17.2 PLF
SPAN 2' - 0" USE AMICO 1.87# GRIPMESH EXPANDED METAL -
CAP - CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH
STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE < 4 X 3 X 1/4
(MAX 10' SPAN)
MAX - 17.2 X 10a + 20 X 2 X 14~ - 1230' -#/2 - 630~ /STRINGER
8 $
F - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4
b NOTE: (MAX 10' SPAN)
(-K
LEDGER P-(17.2 X 12) +(20 X 12) - 446.4#
M - .45 (1.0 + .5) + .009 (2.5' /2) - 703
USE W6X9 UNSUP LGHT 2'-6"
Mcap - 11' K > J03`- K
CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION
~Imax -[.02 (2) 12 +.0172 X 12] X 2.5 +.009 X 2.5~ /2 - 1.744~~K
(12' TRIB)
P- 1.744 X 12/9.375 - 2.23K
WP - 2.23/4.75 -.47 KLF <.65 KLF PREL. SELECTION TABLE
SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP.
USE <3 X 3 X 1 4 X 4 3/4" LONG
W/ 1/2" DIAMETER A307 BOLTS
PER AISC HANGER CONNECTION
K
23K/ 2 BOLT / 3" -.37K / INCH USE 3/16" FLANGE CAPS .61 /IN
~
1
~
ROBERT LMLURE
~ PRBIDENT
& Ventures Inc.
Jos rrtu clo 11
Josrro. -sNi..l.._s-a
w,Lcinwrco w ~ oAta
cNCUao sr w'S
14 X 48 6 UPRIGHTS CONN. CM. FF. V-BUILD
nESIGN CRITERIA - 14 X 48
MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN
MA}C UNBRACED LENGTH - COMPRESSION FIANGE
CANT. LENGTH 14'-0"
BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGNTS
Mmax -(30 PSF WIND) X 8 X 142 /2 - 23.521-K/2 - 11.76!-14fiTPRIGHT
(40 PSF WIND) - 15.67
(50 PSF WIND) - 191.59
(60 PSF WIND) - 23.52
(20 PSF WIND) - 7•84
~
f$ ~/P>°. MIN.
1/2"6 4 X 1.33
X. 1.33
I X 1.33
I~ X 1.33
W X 1.33
50 L'f5 - 2'/~ Max.
UNBRACED
LENGTH
UPRIGHTS
4(
5'
6'
7'
S'
;
9'
10'
11'
W/ 1/3
W6 X 9
14.6
13.3
13.3
12.7
-3 1
10
8.7
S
STRESS
WS X 10
21
18 .
16.7
15.3
14
12
10
INCREASE
W12 X 14
36.7
34.3
32
28.7
25.3
22
18
-
t.n ~ Y 9F
R9. 3
.89.3
89.3
81.7
81.7
81.7
75. 3•
70.7
SINGLE FACE OR "
V" BUILD
¢
~~X
-(30
M
/2 -
PSF WIND) X 8 X 14
23.52
/UPRIGHT
max
(40
PSF WIND)
31.34 ,
SEE MIN. FIANGE THICK.
(50
PSF WIND)
39.18
IN CONN. BEIAW OR
(60
PSF WIND)
47.04
1/4" GUSSETS
(20
PSF WIND)
15.68
CONNECTION
CENTER MOUNT, FULL FLAG, V-BUILD
DESIGN FOR CONNECTED UPRZGHTS MpL+ MW X 12 - 2T (20") + 2T (24")
2 •
SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE
TOTAL Mmax= 1
i BOLTS A307 ~ FLANGE W/
t Mwind
WEB f
. . ~ _ , . ...a . . . . . . . . . . . ~ . . . . . . , . . . . . .
xudEtrr lAfLuIM
pRESIDENT
~
& Ventures Inc.
9
~au 144U~• I
ioerrtLe J,,~ 'L,
JOBNO. gMT.~J.--~-OF
.TAoA.e Ib Sq
cALwureo er
CMEGKED BY~ DATE
SCALE
X 48 6 UPRIGHTS CONN. CMi FF. - DF
GN CRERiP' 14 6 UYRIGHT DESIGN
TRIB. .°.R~ $'"o_
UNBRACED LENGTH -COMPRESSION FLANGE
LENGTH 141-0"
TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS
14maX - (30 PSF WIND) X 8 X 142 /2 - 23 • 521 K/2 ~ 11. 76 " NpRiGHT
- 15.67~-K
(40 PSF WIND) ~ 19.59~"K
(50 PSF WIND) ~ 23,521-K
(60 PS: WIND) _ ~,gq~-K
(20 PSF WIND)
iINGLE FACE OR "V" BUILD
8 X 14 Z/2
_ 23 52 '-K /~1p[tIGHT
CK
Mmax -(30
PSF WIND) X
.
34'"K SEE MIN. FLANGE THI
31
(40
PSF WIND)
.
39 18i-K IN CONN. BEIAW OR
(50
PSF WIND)
47.041-1` 1/4" GUSSETS
(60
PSF WIND)
15.681"K
(20
PSF WIND)
NBRACED
UPRIGHTS 4'
5'
6, 7, g1 91 10' 11'
8.7 8
3 10
11
LENGTH
W6 X 9 14.6
13.
.
3 13.3 12.7
3 14 12 10
~ 1/3
STRESS
W8 X 10 21
18
34
16.7 15.
3 32 28•7 25'3 22 18
INCREASE
W12 X 14 36.7
.
89
3 81.7 81.7 81.7 75.3 70 7
3 89
W12 X 26 89.3
.
.
CONNECTON
CENTER MOUNT,
FULL FLAG, DOUBLE
N
F~
X 12 - 2T ~2~") + 2T ~24~~ Mmax - F[DL + M"~ ~
~
DESIGN FOR CONN
ECTED UPRIGHTS
a
x
TENSION
SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE
TOTAL gR DESIGN
ISC WEB STIF
FI.ARbe
BOLTS A307 FLANGE W/
WEB
L~pw(.44.~ ~
.
~{Ir(•
1 3 INCR
IND T W 1 3 INCR
46
2"$ 4 X 1.33 i
1
~/16
s~
\ /4
~
20
~
/
PSF 1.6
33
X 1
I
30
0
.
PSF 2.4
PSF 3.1 ~ X 1.33 1/4 16
33
X 1
SO
.
0
PSF 4
5~
L
.
16
7 X 1.33
4
60
.
PSF
INSTEAD USE A307 K
56
K
~v
l"«
VWtnID-
WELD~N ~DK 1.9
" _
8
71 - 7
1/4" WELD
-
1.
.
9K+ 56K - 57.9 / 2 X 3.
60 PSF
C CONNECTION
~
_ ~"j A-
NjAx
~ 6VUlil\l W1Y/Vi-
pRESIDENT
i R
& Lventures Inc.
Jos rirLe
,aae~o, art.~
cALcuureo sr oArE
,
cneuKeo sr °Ate
.CA..
14 X 48 6 UPRIGHTS CONN. CM. FF. V-BUILD
DESIGN CRITERIA - 14 X 48
MAX TRIB. AREr1 8'-0" - 6 UPRIGHT DESIGN
MAX UNBRACED LENGTH - COMPRESSION FIANGE
CANT. LENGTH 14'-0"
BACK_TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS
x -
M
(30
PSF WIND) X
8 X 142
/2 -
23.52'-K /2
rK NPRIGHT
ma
_ 15.67
(40
PSF WIND) '
_ 19.59
(SO
PSF WINA)
_ p3.52
(60
PSF WIND)
'
f 7,84
.
(20
PSF WIND)
SINGLE FACE
OR "V" BUILD
8 X 14-2
/2 -
52'
23
K/UPRIGHT
Mmax -
(30
PSF WIND) X
•
34
31
SEE MIN.
FIANGE THICK.
(40
PSF WIND)
.
18
39
IN CONN.
BEIAW
OR
(50
PSF WIND)
.
04
47
1/4" GUS
SETS
`i
(60
PSF WINp)
.
(20
PSF WIND)
15.68
UNBRACED
4'
S'
6'
7' 8'
9'
10'
LENGTH
UPRIGHTS
14
6
3
13
13.3
12.7 11.3
10
8•7
W/ 1/3
W6 X 9
W8 X 10
.
21
.
18
16•.7
15.3 14
12
10
STRESS
W12 X 14
7
36
•34,.3
32
g•~ Qi'~
22
18
.
INCREASE
.
~
o
R
7 J
75.3
,
8
CONNECTION
CENTER MOUNT, FULL FLAG, V-BUILD
DESIGN FOR SINGLE UPRIGHTS (M p, + M,,y)'X 12 - 2T (20") + 2T (24")
SHEAR/BOLT - 3.6/8 - .45k NEGLIBLE
TOTAL Mmxy` Mv, + Mwind
uP~~~ ~N • ASIC HANGER DESIGN AISC
- BOLTS A307 FIANGE W/ ~WEB
WIND
T
~
W 1 3
"
INCR
4 X 1
33
1
3 INCR
1/4~~
T3/16"
20
PSF
2.8
1/2
4
.
3/16
30
PSF
4.2
1/2"
X
1.
33
1/4
~
40
PSF
5.6
1/2"
8.7
X
1.33
5/16
6
1/4
1/4
~
50
PSF
7.0
1/2"
8.7
X
1.33
33
5/1
5/16
1/4
_l
_ r
60
PSF
8.4
1'/2"
8.7
X
1.
~ ~ ~ ~/P~". MIN•
I _ c°r`1 BpL'fS-Z~/~~ MaX• (~Al~JE
STIFI
_ . .
. ~
{ ROBERT LAIZURB
~ PRFSIDENT
& Ventures Inc.
I JDBTI.LE (G I V 14A-5A
I JOB NO. 9HT. ~ OF
CALCULATED BY J.J - DATE 1.- ~
CMEGI(EO BY DATE
SCALE
UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS
DESIGN CRITERIA 14 X 48
MAX.
TRIB AREA - 8' -0"
GROr~'s ~R~G'li .
MA}C.
UNBRACED LENGTH
CANT.
LENGTH 14'-0"
TRIB
LENGTH OF TOP STRINGER -
WIND
2 1/2' 3' 3 1/2'
4'
4 1/2'
S'
20
26" 21" 18"
16"
14"
13"
30
26" 21" 18"
16"
14"
13" Hi
40
20" 16" 13 1/2"
12"
10 1/2"
10" N
50
15 1/2" 12 1/2" 11"
10"
8 1/2"
8" ~
60
13" 10 1/2" 9"
8"
7"
6 1/2"
"~~11SS
H2-
H1X2
3X3X1/4
L
I
.59 IN BOLTS
~
s =
.58 IN3 A325N
~
K
~
A-
1.44 IN1/2" DIAMETER -
1.33 X 4
.1 - 5.4
K
rx E
.93 IN 5/5" DIAMETER -
6.4 X 1.
33 - 8.5
ANGLE
CHORD
BOAT
SHBAR
TUPEN
BOLT
PL.
MIN
WELD
WIND
20
t
SIZE
L2 1/2X2 1/2X 1/4
PER BOLT
3.5
A325
1/2"
THICK
1/2"
1/4"
30
7
4
13
L3 X 3 X 1/4
4.2
1/2"
5/8"
1/4"
40
.
L3 X 3 X 1/4
4.9
5/8"
5/8"
1/4",
50
*L3 X 3 X 1/4
5.7
5/8"
3/4"
5/16"
60
*L3 X 3 X 1 4
6.4
5 8"
3 4"
3 8"
HORD AT BOTTON OF
TRU55
~ G(ZOSS
5 X A
3
XIAL - M- P, X d
fa - M/
.
ENDING - TRUSS
STRGR
max - WIND X SPG
X SPCG
X SPAN
6
G~ZOSS
Q
fb - Mmax X 12/5
fb
~ ~CD
,
OMBINDED - fa +
fa
(1- fa)
(fb) <
1.33 o~4 L`(
(-~F'e
21.6
~
KSI
'
16.33 KSI
`70 KSI
L 3 X
re,
3 X 1/4 PLtS,
L3X3X1/4
N
_LA
N
n
~
ICONNECTION 50L'rs ~A5"L5J
BOLTS - SHEAR - M/3.5 X 3 BOLTS + DL/3 X 2 1-r Pe rl
IWELDING SHEAR - Mmax X 12/10" X 9 X 2 X 1.33 `1I
` PLATE THICK SHEAR M/3.5 X(A-BOLT HOLES) -~pRS1C'J1~I
r✓"
/
~
~
~
a
0
a
~ WdEKT w¢URE
PRFS[DENT
Ventures Inc.
JOB TITLE (~p J.1 I ,4' v ' "
JOBNO. SXT. 4GOf
CALCUUTED BY OATE , b ul
GMEGKED BY OATE
SCALE
X 48 6 UPRIGHTS CONN. CM, FF, SF, oR DF
DESIGN CRITERIA - 14 X 48
MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN
MAX UNBRACED LENGTH -COMPRESSION FIANGE
CANT. LENGTH 14'-0"
TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS
Mmax -
(30
PSF
WIND) X
8 X
142 /2 -
23.
52'-K /2 - 11.76'-K/UPRIGHT
(40
PSF
WIND)
- 15.67'"K
19
59''K'
(50
PSF
WIND)
.
-
52"K
_ 23
(60
PSF
WIND)
•
'"K
(20
PSF
WIND)
- 7.84
SINGLE FACE
OR
"V" BUZLD
2
1-14
x -
M
(30
PSF WIND) X
8 X
14
/2 -
23.
/UPRIGHT
52
ma
(40
PSF
WIND)
31.
34SEE MIN. FIANGE THICK.
(50
PSF
WIND)
39.
18 IN CONN. BEIAW OR
(60
PSF
WIND)
47.
04'"K 1/4" GUSSETS
~
(20
PSF
WIND)
15.
68'"K
BRACED
LENGTH
UPRIGHTS
4'
S'
6'
7'
8'
9'
10'
11'
/ 1/3
W6
X 9
14
.6
13.3
13.
3
12.7
11.3
10
8.7
8
-
STRESS
W8
X 10
21
18
16.
7
15.3
14
12
10
INCREASE
W1
2 X 14
36
.7
34.3
32
-
-
28.7
-
25.3
-
22
18
-.c o
-
CONNECTION oR Si~j~~E ~b.C~
CENTER MOUNT, FULL FLAG, DOUBLE FACE Mmax DESIGN FOR 51N6L E- UPRIGHTS Mmax X 12 = 2T (20") + 2T~ TENS ON _~L + MyILND_
SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE
J~~rFI-s.K&E TOTAL p,ISG
GER DESIGN AISC WEB STIFF
u.PWu~T ~
- 'TI L Ilf A +
Mi~.
T
BOLTS A307
3 INCR
;Wl
FIANGE W/
1 3 INCR
WEB
TH CK
2.8
/2"
~ 4 X
1.
33
1/4"f~-
3/16"
r
4.2
1/2"
4 4 X
1.
33
1/4 f~
3/16
5.6
1/2"
~ 8.7
X
1.33
~
5/16 ~
1/4
7.0
1/2"
08.7
X
1.33
5/16
1/4
60
PSF
8.4
1/2"
~ 8.7
X
1.33
5/16 ~
1/4
I ~c+ k l"4ee> ~ INSTEAD USE S/S"+- A307
boL-rs WELD TORSION VpL.- 1.914 VWI~Ip - 56 K
~ + W v x q 2%4" bAGE 17r-+ 56K - 57.9K / 2 X 3.71 - 7.8" - 1/4" WELD
I ~.JA-%4 MAX CONNECTION 60 PSF
RODERT LMLURE
~ PRESIDENT ?
I JOB TITLE
I
1 '
& Ventures Inc. ~
~
~I
~
JOBNO. SNT. ~-4 OF
CAlCUU7E0 BY - DATE a Ib 8
CHEGNEG Br DATE
SGALE
L 3 X 3 X 1/4 STRINGER
Jlb1v Utctacain
V '
Mmax -(SECT. MOD.) 21.6 X 1.33 STRESS INCREASE
12 'C..ALIAW STRESS 36 KSI
w- Mmax X 8 MAX SPACING - W/ WIND IAAD
gp[N a' (FEET)
BIAXIAL BENDING - WIND AND D.L. DEAD IAAD IS NEGLIGIBLE.
L 3 X 3 X 1/4 S-.577 IN3 WT - 4.9 PLF
20 PSF WIND
40 PSF WIND
60 PSF WIND
JkX. SPAN OR
MAX
MAX SPAN OR
MAX
MAX SPAN OR
MAX
gIg AREA
SPACING FT
TRIB AREA
SPACING FT
TRIB AREA
SPACING FT
8
8.63
8
4.3
8
2.87
9
6.82
9
3.4
9
2.87
10
5.52
10
2.75
10
2•87
11
4.56
11
2.28
11
2.87
12
3.83
12
2.28
12
2.87
13
3.26
13
2.28
13
2.87
14
2.8
14
2.28
14
2.87
30 PSF WIND
50 PSF WIND
g
5.75
8
3.45
9
4.54
9
Z•73
10
3.68
10
2.73
11
3.04
11
2•73
12
3.04
12
2•73
13
3.04
13
2•73
14
3.04
14
2.73
~
ROBERT Lk1ZiJRE
R PRFSIDENT
& Lv-eilt-ue--sL Inc.
JOB TITLE (o.S r I445y"t
jOBHO. gH,. 4 OF
CAtWUTEDBY A~ OATE V I~ Cj
CMECKEC BY OATE
SCALE
PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V-BUILD
[tEADER BM
TRIB
8'-0"
DEAD
LOAD
1
~
507
9 X 8-
~RINGER 4 X 4 X
157
.
(.350 +
.57)
(CANT +
1.33) +
UPRIGHT 22 X 17.5 -
2) 8
2 X 17
6
385
- 464
385) (CANT +
.5)
+ .188
(CANT + 4)
.
+
CATWALK (23.
95
275 (CANT -
5)
1
+ .095
(CANT)
LEDGER 9(5.5 + 2.5 + 2.5) -
.
.
1451#
SEE SHEET H3 Mmax ONE UPRIGHT
v_ _ ri.. !~Ki Ml'K'
"''Yqnv
7N41N 5'
~F.
IN M M M
20 PSF 9 16 25
30 PSF 24 33
40 PSF 31 40
50 PSF 39 48
60 PSF 47 56
BEAM SELECTION
10'
M M
16 do
15'
M M M
3 23 do
40 I
47
55
63
NOTE:
20' 25' 30' 35'
M M M M M c Mw Mr M t M Mr M M M 68
39 30 do 46 38 do 62 45 do 69 52 do 16
47 54
54 ~ 61 69 76 83
62 69 77 84 91
70 77 85 92 99
CONNECTION BEIAW FOR MIN. FIANGE
THICKNESS - IF LESS USE 1/4" GUSSETS
p
~
l-K
UNgRACED
LT
D.
L. DEFLECTION INCHES
,
p
BEAM
5'
10'
15'
S'
10'
15' 20' 25' 30' 35'
CANT LENGTH
W12 X 14
33
20
-
.OS
.35
- - - -
MD~~ CANT - PpF~S
W12 X 16
40
21
-
.04
.30
DL - P(CANT X 12)3
W12 X 19
52
28
-
-
24
3(29,500) IgM
W12 X 22
61
40
W12 R 26
89
4
56
-
.15
•49 -
42
INCLUDE 1/3
maP
W12 X 30
103
94
68
-
.13
.
INCREASE
W12 X 35
121
110
104
-
.11
.35
W12 X 40
137
126
126
-
10
.33 .75
bo [-TS(g To'
CONNECTION C
ENTER MOUNT,
FULL
FLAG
SEE ~30VE q." (~.3 ~1NG
V-BUILD G4 -EF
„n :
, 3
4 3
MT- 2T(
23/1
2) +
2T(27/1
2) >
MT /8
.33 - TENSION BOLT
OLT
K
IE
I
BOLT
SHEAR =
60 X 8 X
17. 5
/ 1.
/B
33 X 4- 1. S8
y
P
,0
(5
~1~ ~A f~F.l~ c NN•
TS
ba
C>n0
h•fiN
-
pESi N AisC.
3, 2~
IA(
WIND
T
B
F
T
B
F
T
B
F
T
B
F
T
B
2
F
S 16
T
7 3
B
1 2
F
3 8
20
3
1 2
1 4
3.8
1 2
5 16
4.7
1
2
5 16
5.5
1 2
5 16
6.5
1
30
4
5 16
4.8
5.6
6.5
5 16
7.4
3 S
8.3
1
9
40
4.8
S 6
6.5
3 8
7.3
3
8
3 8
8.2
9.2
.
10.1
1
7
SO
5.8
6.6
7 6
3 8
7.4
8.4
3 8
.
9 2
10.2
7 16
11
`
J
60
6.7
' C
T
10
' CA
NT
1
5'
C
ANT
0
' C
ANT
25
' C
ANT
30
CA
'
NT
innr
T
1/2":p~O:l l.Nr - o.vi •
ROBERT LAIZURE
~ pRFS1DENT
& Lv-cn_ture__s-L- Inc.
40e rirLE -T 44$ g
JOB NO. lNT. ~ OF
CAIWUTED B1' DATE ~IT
CMECKEO BY OA7E
ION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325
~
C.OL•
(DwiNp
G
I•IIKD
siorl
[os - PoL
Mw - Pa
14 X 48 - BACK TO BACKKLF rLr
poL. - HEAD WT CM. .406 F.F. .463
(INCLUDES TORSION) 17' - 6"
pW - WIND LOAD (PSF) X HEIGHT
(KLF) [(d-(d, + C2 9~ )]Z/2 Mb- Mwl + M~
a
(KLF)[(d-(d,+ COL /2 Mb- Mwa + MPt. ~
z
M.r. - (EGH -1 1/2) (Pw X(d-(d%+COLP))
2 2
COMBINDED IAADING My + (Mt ) a < 1
Mb co-P M1- C~P
nr.orarmrnXi nCAiI Tnen
°
~i
CAP
PSF
Ltr
rfo-.
nsn
IN BOLT
PL
FIANGE
WIND
20
"d"
0
Mw
354
Mw
M
469
M
8
114
27814 1 1 4
15 16
5
301
393
495
105
19823 1 1 8
7 S
10
233
290
372
93
11316
' 1
3 4
15
1 4
211
273
80
-
7 8
11 16
20
123
146
191
6
-
3 4
1 3 4
5 8
24
89
103
136
57
-
1 2
1 3 S
1 2
30
0
531
469
708
171
27814
1 3 8
15 16
5
452
393
599
158
19823
1 1 4
7 8
10
350
290
455
140
11316
1 1 8
13 16
15
261
211
336
120
-
1
3 4
20
185
146
236
101
-
1
11 16
24
134
103
169
86
-
5 8
1 5 8
9 16
40
0
708
469
849
228
27814
5
602
393
719
210
19823
1 1 2
15 16
10
466
290
549
186
11316
1 1 4
7 8
15
348
211
407
160
-
1 18
1
6
20
246
146
286
134
-
1
3/4
24
178
103
206
114
-
5 8
1 3 4
5 8
50
0
885
469
1002
28
2 814
S
753
393
849
263
19823
10
583
290
651
233
11316
1 3 8
78
15
435
211
483
200
-
1 1 4
7 8
20
308
146
341
168
-
1 1 8
13 16
24
223
103
246
143
-
3 4
2
11 16
60
0
1062
469
1161
342
27814
5
904
393
986
316
19823
IF
10
700
290
758
280
11316
1 1 2
15 16
15
522
211
563
240
-
1 3 8
7 8
20
370
146
398
202
-
1 1 4
13 16
L
E:
24
268
103
287
172
-
3 4
3 4
l-s=4%2
V\,o ae
111 a ~ N
a o
00 e4
S6.DDLG TO P-,'iI 09
ttol,Ts
G 0
2fz
BOLTS m MAX
T-(Mot./dy X 6)+MT/d,X 6
V-(~Wi /dl/2 X 12)+P„J}C d/12
:2)
T-Mwy(MP,X)+MoL/dAX 6
V-PwAX V/12 BOLTS
TAISr(55 X 1.33 - 1.8fv)
(BOLT AREA)
TALL > T AISC TABLE 1.6.3
CAP PL M-T X 3 X 5
t REQ - 6M/27 X 1.33 X b
FLANGE-SEE HANGER CONNECTION
AISC - USE 4 3/4" wion+
ALL CAPACITY WITH 1/3
STRESS INCREASE
*IF FLANGE OR CAP PL THICKNESS
< REQUIRED -
USE STIFFER PLATE
SEE SHEET T-2
~ ROBERT LMLURE
~ PRESIDENT
& Ventures Inc.
aoanrLe 15TE5
JOB NO. gMT, ~ Of
CALCVIATEU BY ~7 OATE LIT
GMECKED BY WTE
SCALE
15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325
GOL•
(D W 1N D
~
PSF
S[SDDLE rT0 RSI O h4
- 3/4 13/4 S 8 1t3?fi
- 1 2 1 3 8 1 2 PXJI~"~S
8825 1 3 8 15 16 CO
S~Z
7/9
- 1 J
- 1 11 16 BOLTSOl MAX2
5 8 1 5 8 9 16 T-(Mpt-/dyX 6)+Mr/d,X 6
RR95 V-(Mwl /di/2 X 12)+PWX d/12
~ N OWIr1D 14 X 48 - 15' V
- PDL- H~ ~ CM. .445K~ F.F. .502kVF
(INCLUDES TORSION)
Tof2sIOPl Pi,,L - WIND IAAD (PSF) x HEIGHT
HvL. ' PDL.(KLF) [(d-(dl+ COLc~)]2/2 Mb- Mw, + Mp2
2
MW, - Po (KLF)I(d-(dl+ COLO)]~ /2 Mb- MwZ + MpLI
2
MT - (HEIGHT -1 1/2) (Pw X (d-(dI+COL+))
2 2
COMBINDED LOADIN6 ~ + (Mt )2 < 1
M bcoP M-r-GbP I q N
FOR 1" DEFLECTION DEAD LOAg=
I. ._71 iM CAP I e o _ e o
4495
1 1 4
7 8
T=MwL(MAX)+P1vL/dyX 6
-
1 1 8
13 16
V-PWLX V/12 BOLTS
-
1
3 4
TALIr(SS X 1.33 - 1.8fv)
-
5 8
1 3 4
5 8
(BOLT AREA)
8825
TALL > T AISC TABLE 1.6.3
0136
CAP PL M-T X 3 X 5
4495
1 3 8
7 8
t REQ - 6M/27 X 1.33 X b
-
1 1 4
7 8
FLANGE-SEE HANGER CONNECTION
"
-
1 1 8
13 16
f~+
AISC - USE 4 3/4" kliD
-
3 4
2
11 16
ALL CAPACITY WITH 1/3
!8825
STRESS INCREASE
SS
M36
*IF F'I.ANGE OR CAP PL THICKNE
4495
1 1 2
15 16
< REQUIRED -
-
1 3 8
7 8
USE STIFFER PIATE
-
-
11,4
zii,
13 16
9/4
SEE SHEET T-2
~ ROBERT [,AIZURE
R PRESIDENT
& Ventures Inc.
I JOBTITLE 2OT IM423 I7
, JOB NO. SHT. ~ OF
c,ucuureo ar oAre $ b 0)
CNEGKED BY OATE
~
SGALE
ION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325
"-4"O ~yp 14 X 48 - 20' V
PpI, - HEAD WT CM.=.460 F.F.=.517
(INCLUDES TORSION)
~ HEIGHT
.roRSloµ pt„l - WIND LOAD (PSE) x 1
MPL' POL(KLF) ((d-(dl+ COL0)]2/2 Mb- Mw,Z+ Mp~
PSF
~ 2
MWi - Py.1 (KLF) [ (d- (di+ COL+ ) j2 /2 Mb-
i wiNP 2
M-r - (HEIGHT -1 1/2) (Pw X (d-(d,+COL4))
d~' S 2 2
COMBINDED LOADING M b +(Mt < 1
_ vnn l 11 TC4T C!`TTl1TT nven Mne ~ M~~r
1
Mwy + MpL~
ee sa
N
e ^
0o e.
1336
1 1 V
3 4
SLSpDLE 'r0(L^~IOt`~
-
7 S
11 16
-
34
134
58
-
iz
isa
12
8230
1 21,
15 16
COL
9600
1 1 4
7 8
.
5~y
1336
1 1 8
13 16
-
1
3 4
-
1
11 16
BOLTS 1 MAX
-
5 8
1 5 8
9 16
T-(M d,.ZX 6)+M-r/dIX 6
8230
V-(Mw,/d,/2 X 12)+PWX d/12
9600
1 1 2
15 16
2
1336
1 1 4
7 8
T-Mw2(MAX)+MpL-/d2X 6
-
1 1 8
13 16
V=PWZX V/12 BOLTS
-
1
3 4
TALIr(55 X 1.33 - 1.8fv)
-
5 8
1 3 4
5 8
(BOLT AREA)
'8230
TALL > T AISC TABLE 1.6.3
9600
CAP PL M-T X 3 X 5
_1336
1 3 8
7 8
t REQ - 6M/27 X 1.33 X b
-
1 1 4
7 8
FLANGE-SEE HANGER CONNECTION
-
1 1 6
13 16
AISC - USE 4 3/4" WID'fi4
-
3 4
2
11 16
ALL CAPACITY WITA 1/3
28230
STRESS INCREASE
:9600
*IF FIANGE OR CAP PL THICKNESS
11336
1 1 2
15 16
< REQUIRED -
-
1 3 8
7 8
USE STIFFER PLATE
-
1 1/4
13/16
SEE SHEET T-2
9
ROBERT LMlUR6 ~ Jae*I*LE
PRFSIDENT ,oB No. 5HT 1! oF
~ 'CALCUUTEDBY ~~G DI1TE 8 R
4 j
& LVenturesL-Inc. ; CNECKEOe• OATE
SCALE
REFERENCE
TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325
ppL _ HEAD WT CM. .507 F.F. .566
rti, Ol•It1D 14 X 48' - 30' V
(INCLUDES TORSION)
HEIGHT
P WIND IAP.D (PSF) x G1 ~ I'I' (O1
Mpv- PpL KLF) I(d-(di+ COL4))2/Z Pfb- Mw~2+ M~j~?
2
M~,li-PS,y(KLF)[(d-(dl+COL4)]"/2 Mb- Mw2+M~
y2 4'/2
Ml_ - (HEIGHT -1 1/2) (Pw X (d-(d,+C2 ~
Lj)) V - qs.~ 2
2 1 e, ,e
COMBINDED IAADING Mb + (Mt ) , r
MI•caP MttQP
OR 1" DEFLECTION DEAD I.OAD , o
. Mot1 CAP
PSF •
IND "d" Mw Mw M M i BOLT PL FIANG d2-2,
20 0 318 1 514 604 108 27320 1 1 4 15 16
~ OAa F5 425 502 99 19029 1 1 8 7 SG.DDLE~ ~'To~ZS~Oh
-
34
134~5
8
~3?S
12
1 38 1
2
e~oVTs
!7320
i 3 s
i
coL.
2%y
.9029
1 1 4
7
a
L0796
1 1 8
13
16
_
-
1
1
3
11
4
16
BOLTSOl M~2
-
5 8
1 5 8 9
16
T-(MM/dzX 6)+M1/dIX 6
V-(Mwi/di/2 X 12)+PWX d/12
27320
19029
1 1 2
15
7
16
8
2
T-MwZ(MAX)+MvL,IdZX 6
10796
-
1 1 4
1 1 8
1
6
v-pWZX /
OTS
2 B
-
1
3
4
1.Sfv)
33
1
X
-
5 8
1 3 4 11
16
(BOLT AREA)
27230
TALL > T AISC TABLE 1.6.3
19029
CAP PL M-T X 3 X 5
REQ - 614/27 X 1.33.X b
10796
1 3 8
1 4
7
13
8
16
t
FLANGE-SEE HANGER CONNECTION
-
-
1
1 1 8
3
4
AISC - USE 4 3/4" WIDT44
-
3 4
2 11
16
ALL CAPACITY WITH 1/3
27320
STRESS INCREASE
*IF FIANGE OR CAP PL THICKNES'
19029
10796
1 1 2
15
16
< REQUIRED -
-
1 3 8
7
8
USE STIFFER PIATE
-
1 1 4
13
16
SEE SHEET T-2
-
z ie
3
/4
\1
ROBERT LAIZURE
~ PRESIDENT
& V
joarT,E cc 14
.108 NO. SM,(T. ~~r Of
GLCUTATED BY V DATE
GHEGKED BY OATE
SCAIE
IM (PLATE) - T X 4.5/6
~ M /4i - 11-K/INCH
` tREQ F27 X 6
X 1.33
FULL FLAG
TEN
COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN)
e~L--rs + ca~. cAP PLA-rE
coL-
Mb (PIATE) - T X 2" -
ggq- MX 6
27 X 1.33
CENTE
IrID
U~T
20
R
4
30
40
50
19
60 '
24
22
COI,•
Ea5 oL-Ts + coL,. caP FI.,4'fE
o C4) ~IFFNER.
CAP
~
I
.
I ROBERT LMIURE
R PRFSIDENT
& Ventures Inc.
~
,oBr„LE
G 1448z42-4-
JOBNO.
CALCUUTED BY
SHT.C-l OF
~A"' DATE 5L1
CMECKEOBY
DATE
SCALE
`
~
COLUMN 5' - 50' 14 X 48 BACK TO BACK
Pwl - W X WIND X HEIGHT
17'-6"
Pw2 - V X WIND X HEIGHT
17,_6"
caL.
*Wi gp
Mwl - Pwl X (HAGL + HEIGHT)
(AT GROUND LEVEL) 2
Mwl - Aa2 X (HAGL + HEIGHT)
(AT GROUND LEVEL) 2
MDL - Pdl X TORSION LENGTH/2
(AT GROUND LEVEL)
/.i__1^ VTT^/1D M-7 t MnT
-(GREATER NUMBER)
~'o~LSIoN
D=24
Mt - Mwl - SHT T-1 Mb +(Mt 1
Mb CAP Mt CAP
10U
h
r
AIXAL IAAD - NEGLECTED
HAGL - HEIGHT ABOVE GROUND LEVEL ~14 FOR 1" DEFLECTION---------,_",,,,
DL DEFL
DL DE
IND
HAGL
d
Mwl
Mw2
MDL
Mb
Mt
14
WIND
HAGL
d
Mwl
Mw2
MDL
Mb
Mt
14
20
5
24
231
0
52
237
0
40
30
24
1303
0
52
1304
0
10
315
0
319
I
35
I
1471
0
1
1472
15
399
0
402
40
I
1639
0
~
1640
20
483
0
486
45
1807
0
1808
25
567
0
569
-
-A
e
50
1975
0
~
1976
I
30
651
0
6531
1
50
5
578
0
'
S80
35
735
0
737
10
788
0
'
790
40
819
0
821
15
998
0
999
45
I
903
0
904
1
20
1208
0
1209
I
50
987
0
988
25
1418
0
1419
30
5
347
0
351
30
i
1628
0
1629
10
I
473
0
476
35
I
1838
0
1384
15
1
599
0
I
601
40
2048
0
!
2049
20
I
725
0
I
727
45
I
2258
0
i
2259
25
I
851
0
I
853
50
I
2469
0
2470
30
977
0
978
60
5
!
694
0
I
696
35
1103
0
11104.
I
10
946
0
947
40
1229
0
'
230
I
15
1198
0
'
1199
!
45
1355
0
'
1356
20
~
1450
0
!
1451
50
1481
0
I
1482
25
'
1702
0
1703
40
5
463
0
1
466
1954
0
1955
10
630
0
1
632
35
2206
0
~
2207
15
99
0
i
SO1
40
2458
0
i
2459
20
967
0
968
:
45
2710
0
2710
!
i
25
1135
0
~
1136
2962
0
~
2962
`
~
~ ROBERT IMUIt6
~ PRESIDENT
II
~ & Ventures Inc.
l
JOBTITLE GI^~5 E~, r1
JOB NO. SHT. C" OF
CALCUTATED BY OATE 8~61eleq
cnecneo er oAre
SCALE
:E
55 - 100' HAGL 14 X 48 BACK TO BACK
.
?wl - W X WIND X HEIGHT
Mwl - Pwl
X(HAGL + HEIGHT)
17'-6"
(AT GROUND
LEVEL) 2
GOL.
?w2 - V X WIND X HEIGHT
Mwl - Pw2
X(HAGL + HEIGHT)
171-6"
(AT GROUND
LEVEL) Z
~
To~tSIoN
MDL - Pdl X TORSION LENGTH/2
D= 24
(AT GROUND
LEVEL)
Nw O
I.~IIP1D
Mb - Mwl +
MDL OR Mw2 + MDL
k1011
(GREATER NUMBER)
Mt - Mwl -
SHT T-1 Mb +
(Mt )Z < 1
Mb CAP
Mt CAP
AIXAL IAAD
- NEGLECTED
HAGL - HEIGHT ABOVE GROUND
LEVEL
~ I4
FOR 1" DEFLECTION
~
DL DEF
~
IND
HAGL
d
Mwl
Mw2
MD
L
Mb
M
t
DL DEFL
I4
W40~
80L
24
2983
MOZ
M5
2
2983
M
t~
I4
20
55
24
10 1
0
5
2
1072
0
85
3151
0
3151
60
1155
0
1156
90
3319
0
3319
65
1239
0
1240
95
3487
0
3487
70
1323
0
1324
100
3655
0
3655
75
1407
0
1408
S
2678
0
2679
80
1491
0
1492
50
S
2888
0
2888
85
1575
0
1576
60
3098
0
3098
90
1659
0
1660
65
0
3308
0
3308
95
1743
0
1744
7
3518
0
3518
!
100
1827
0
1828
75
3728
0
3728
30
55
1607
0
1608
80
85
3938
0
3938
~
60
1733
0
1734
4148
0
4148
'
65
1859 0
1860
90
4358
0
4358
~
70
1985 0
1986
95
00
4568
0
4568
~
75
211111 0
2112
1
55
3214
0
3214
gp
223 0
2238
60
60
3466
0
3466
'
85
2363 0
2364
3~18
0
3718
90
2489 0
2490
65
0
3970
0
3970
I
95
2615 0
2616
7
4222
0
4222
40
100
55
2741 0
2143 0
2741
2144
75
80
4474
4726
0
0
4474
4726
60
2311 0
2312
85
4978
0
4978
65
2479 0
2480
90
5230
0
5230
70
2647 0
2648
95
i
~
5482
0
5482
~
75
`
~
2815 0
~
2815
100
~ I
ROBERT LNZURE
~ PRFSIDENT
& Ventm•es Inc. ,
JOBTITLE ~~14-~~A30
JOB NO. SHT.OF
CALGULATED BY ~ DATE
CMEGNED BY CATE
SG1LE
ROUND FOOTINGS FOR 14 X 48 CM AT 30# WIND
FORMtJLA: d- A(1 + 1+ 4.36h ) WNERE A- 2.34 P P- 25.2
2 A S1 b b- (SEE BEIAW)
LATERAL SOIL: Pall - 200 PSF/FT (CIAY, SANDY CLAY) h- H.A.G.L. + 1725
BEARING
(PER UBC TABLE) Pall - 300 PSF/FT (SAND, SILTY SAND) 51 - Pall (3~ 1ST33
RESS INCR.
29_g Pall - 400 PSF/Ff (SANDY GRAVEL) d_ 4' MAX FOR COMPUTING S1
3
d -
DEPT
H OF CA
ISSON
b-
3' -
O"(p
b
'4
"0'
b
_S,
L
200
4
300
#
400 #
200
#
300
#
400
#
200
#
300
#
400
#
H.
5'
.
A.G.
-0"
28
21'-0"
17'-6"
23'-
0"
17'
-6"
14'
-0"
20'
-0"
15'
-0"
10'
-0"
31'-0"
23'
-0"
19'-
0"
25'-
0"
19'
-0"
15'
-0"
33'
-
25'
-0"
21'
-0"
27'-0"
21'
-0"
20,
_0"
35
_p
27,
_0"
22,
_p
Zq,
22
25'
-0"
37'
-0"
28'
-6"
23'
-6"
'
"
39'
-0"
30'
-0"
25'
-0"
32'
-0"
25'
-0"
21'
-0"
30
'
-0
"
26'
-0"
33'
-6"
26'
-0"
22'
-0"
35
'
-0
"
27'
-0"
35'
-0"
27'
-0"
23'
-0"
24'
-0"
20'
-0"
40
'
-0
0"
43'
-6"
34'
-0"
28'
-6"
28'
-6"
24'
-0"
31'
-6"
25'
-0"
21'
-0"
5
50'
-
-0"
45'
-0"
35'
-0"
29'
-6"
37'
-6"
29'
-6"
33'
-0"
26'
-0"
"
22'
'
-0"
"
55'
-0"
46'
-0"
30'
-6"
38'
-6"
30'
-6"
34'
-0"
26'
-6
"
22
'
-6
"
'
"
47'
0"
37'
-0"
31'
-6"
31'
-6"
26'
-6"
35'
-0"
27'
-6
23
-6
60
'
-0
0"
49'
-
-0"
38'
-0"
32'
-6"
41'
-0"
32'
-6"
36'
-0"
65
70'
-
-0"
50'
-0"
39'
-0"
33'
-0" 1
142'
-0"
33'
-0"
75'
-0"
51'
-6"
40'
-0"
34'
-0"
1143'
-0"'
34'
-0"
'
"
52'
-6"
41'
-0"
35'
-0"
44'
-0"
80
'
-0
"
53'
-6"
42'
-0"
35'
-6"
85
90,
-0
0',
55,
_ ~
0'
~
43
_0''
36
_
'
-
95'
-0"
56'
-0"
44'
-0"
'
"
100'-0"
57'
-0"
45'
-0"
42'
-0"
33'
-6"
28
-6
ROBERT LAIZURE
~ PRESIDENT
& Ventures Inc.
FTG WITH REINF. 14 X 48 CM
SIGN 14 X 48 CM BACK TO BACK TO (30' V MAX.)
[ATERAL SOIL BEARING 1~"- 400 PSF/FT (SANDY GRAVEL)
FORMULA - d~ E3 (1 + 1+ 4.3n6h WHERE A- 51 2.34
(PER UBC) 2
~7 @ 12A O, G,
~ - e. w. CTYR) Py
o Tc~s~oN E---
~
~N~TNi
I ~ LENGTH X WIDTH X DEPTH
T- I 1
I4
5
K
W
4Gr-
I
JOBTITLE
JOB NO. SHT.
~ OF
TED BY ~
DATE
CAICUU
UATE
CMECKED BY
9CAlE
P - (20)
(30)
(40)
(50)
(60)
P,
%
25.2
15.75
33.6
21
42
26.25
PI
P~'i C'~P1~,7~ .
.
' '
J0071TLE
,
•
.
J00 NO.
SM. M'l Of
.
_ _ _ .
. .
S L~
DATE
'
.
CAICULATEO 0y
Vpn1.u~.'
T71 ,
~
.
~.ll~n
'
.
CNECNEO 0Y
_
DATE
.
_
.
~
SCALE
8137 Horih 119rd Avonue • Puoria, AZ 06345
•
- :
REFERENCE
.
.
, -
G.GP/i'GI'~IES 'FOf-
N1.OM
E~
'PI P'ES . ,
•
'S_ ~-~p4-DZ ) WHER6 Di: o,o.
=
DZ: I , o.
32 Di
SC)
•2
'',Fb =.-72
;
F~ C I F °/r 33 oo/Fj)
F 6'
13000 > "/r
> 3300
K (STIlE59 I1lGREASE)
33
,
. -
. ~P'
Mb
,
S X F
Z
~
.
I
6575
q4
1
'
'
D
oR
:Fv : • 4 F~ ~~F /r < F~~'/s C Yc)~
1
F~
'
.
'
F
=
23goo
(TkE LARGER OF)
~
n boo!
p/
~a/2
~iF T. >
6575
F~4/s ~Yc) ~'t
49 4h/ .
.Q .
.
Y
YD
\
T
.
-Mt
CAP =
f (ST0.E55 I,dG
-
x 1-33
REASE)
0/2)
I2
,
S I
Fb
Mb CAP
Fv M
t CAP
L max
ft
WT/FT
#/ft
DIA
WALL Fy
ksi in3 in4
i
ksi
ft k
ksi
ft k
in
n
188 35 57.4 574
0
20.2
128.7
14.0
178.2
0
192
40.9
49.5
39.8
43.9
20
20
.
0.203 35 61.9 619
20.7
142.1
9
185
14.0
14.0
.
206.6
IINLTD
46.3
Zg
0,27.9 35 66.6 666
25.2
2
25
.
202•3
14•0
224•8
UNLTD
50.5
20
0.239 35 72-4 724
6 756
.
25.2
211.3
14.0
234.7
UNLTD
52.8
2
59
.20
0.250 35 75.
281 35 84.6 846
0
25.2
236.4
14.0
262.6
2
290
UNLTD
UNLTD
.
.
65.7
29
20
.
0.312 35 93.5 935
25.2
261.2
6
286
14.0
14.9
.
318.5
UNLTD
72•3
20
0.344 35 102.6 1026
25.2
2
25
.
311.0
14.0
345.5
UNLTD
78•7
Zm
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6
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359.8
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426
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97•9
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20
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452.1
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194.2
20
0.500 35 145.7 1457
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593.4
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116.8
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0.562 35 162.2 1622
7 1787
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499.1
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554.6
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129.5
1
142
20
20
0.625 35 178.
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544.2
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0
604.7
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653
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154.4
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587.7
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J00 TITLE -
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JOO NO.-- SNT. OF
CALCUUTED (lY S DATE ~
CHECNEDOY_ DATE
SCALE
'F
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Fv
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1
!36
0.250
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249.2
4486
18.6
513.7
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34.5
2
46
95.6
107.3
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0.281
35
279.4
5029
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9
676
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0
14
.
9E0.2
.
60.0
119.1
36
0.312
35
309.4
5569
6124
19.7
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3
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766.5
.
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76.6
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36
0.344
5
35
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340.2
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5
36
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0
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7191
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5
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35
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25.2
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178.2
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35
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v 8137 North 83rd Avenue • Peoria, AZ 85345 .10P-S t~4 0 S-H IJp
TYPICAL OF
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