HomeMy WebLinkAbout280SIGN PERMIT APPLICATION
Garfield County Building Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970)945-8212
(970) 384-3470 Pax # '
Date: Pemrit No. 'n0
Property Owner/Applicant Name, Address, Phone:
Z�:>'4 dr b res D Ys Y l Fl s—
c' C ,Lc•
o S e. 6
Sign Location:
Contractor:
Jacr vlq
?�eeZele
6-71,210
co
79',Zr
50. ! 2eo -. S-
v)7 —,
Setbacks: /3elJ/e1D P/}3p8/Ty -11;-eHeight: a6 /L
Sign Area: X020 5&FocY— /;4'x/0'
Illuminated: Date Permit Will Begin:
Yesx No ❑ It VOL bb
This application shall be accompanied by sign plans and specifications, and may require engineered
drawings.
Owner/Applicant Signatu
r
Fee ($1.00 per square foot with a mininnun of $25.00) cf/• �� I , /��
Approved per statOOVF of ,y 7L//7 0 200
Signed:
JUN 0 5 2007
GA FIELD COUNTY
BUILDING E PLANNING
04,
N
6 � O
11'-18/B" WMML
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l0 -OP (BM
—t-4-0 AN)
\e^Mtiry Amuul « �
LL
p-Dnv�q" Glenwood Commercial
I w�
se
e'4' YO
26'-10 DAN 12'4, CIEALMCF ^
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C
a m;H
t=1 E>_
-
pcm=
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R 1) A PROPOSED INTERNALLY—ILWMI TED D/F IDENTITY PYLON W/ TENANT DIRECTORY = Q = a
m;
S C A L E 3/8" = 1' - 0" - y w
FABAKAEO SHIFEI AINNL CRIME. CANNNN( AND PYLON CNEk HOUSE N/ COLORS COMNME 70 ARCMIECIURE(DEMFY), LNM MICQMFA FINISH ON ALL COMONMS EXCEPT CAME MIM
(11I"GIEIMUODCORIMNM"-!ON(DCOIY W/YNUE.tT!"M1fM1 BAM(-0I fAMfi FIf1MWLENI VINYL INSIST P➢IUQDRS IN COLOR IOMDETERMINE) C 6''��
(4-n NHDE.P1"IFNM IFNAMf M25 RFASDRING 2'4 1/8"N9'-9"&7'1"N9'-4"VON/IpNIAOCFA7 VINYL epCNCpODM5 (CIX01 TO BE DETERMINED) N/ROWED ON 9NIFE GRAPHICS (NOFINCIDOFD) � rQ mHiQ;
BCOMA INIFINPLILLUMINADON'I/VMDGVLYONFINF➢H2IPYPS AS pE0011E1V, ADDRESS N0MURAI CIA OUT NONIWIMIMm3/4"SMMANI/ POINT NNISN;MONFI FLUSH OMGME NII °•W WW
STANDARD pOUNDSMFLCF11111 POMANDCANIMEMIBEDMMU AS DETERMINED BYENOHMINg EUCMIGll10 MSPLAYANDIANDYANNGBYMNMS
M -I) DIVIDER BMS REQUIRED TO SPHI IMAM FACES INTO CO SECTORS PM SIDE IO AVOID SLASHED OR WIRE FAMS inN..bkeanpx
pgmde,tl fiWllreb bMy -
04pknugYdYe: -
�CagaMLWe�LAss
IMe�k I cwu —
�Dunemurt
(Lslmels5nrcuue 1 0.-fe
2'•6"
2'-10"
11'-13/8" OVERALL
10'-0" (CAB)
4'-0" (PYLON) i
2-&&7
�8" (VERIFY ADDRESS)
(R-1)11 4�/4" Glenwood Commercial
PAINTED 3/4" SINLRA
(R-1) A- PROPOSED INTERNALLY -ILLUMINATED D/F IDENTITY PYLON W/ TENANT DIRECTORY
S C A L E 3/811 = 1' - 0"
FABRICATED SHEET ALUMINUM GABLE, CABINETRY AND PYLON COVER; FINISH W/ COLORS COMPATIBLE TO ARCHITECTURE (VERIFY); LIGHT TRICO-PLEX FINISH ON ALL COMPONETS EXCEPT GABLE TRIM
(R-1) "GLENWOOD COMMERCIAL"- ROUTED COPY W/ WHITE .177" LEXAN BACK-UP FACES; TRANSLUCENT VINYL INSET APPLIQUES IN COLOR TO BE DETERMINED
(R-1) WHITE .177" LEXAN TENANT FACES MEASURING 2'-6 3/8" X 9'-4" & 7'-1" X 9'-4" VO W/ TRANSLUCENT VINYL BACKGROUNDS (COLOR TO BE DETERMINED) W/ REVERSED OUT WHITE GRAPHICS (NOT INCLUDED)
800 MA INTERNAL- ILLUMINATION W/ VERTICALLY-ORIENTED T-12 LAMPS AS REQUIRED; ADDRESS NUMERALS- FLAT CUT OUT NON -ILLUMINATED 3/4" SINTRA W/ PAINT FINISH; MOUNT FLUSH ON GABLE
STANDARD ROUND STEEL CENTER POLE AND CONCRETE EMBEDMENT AS DETERMINED BY ENGINEERING; ELECTRICAL TO DISPLAY AND LANDSCAPING BY OTHERS MMOT1, , , �
(R-1) DIVIDER BARS REQUIRED TO SPLIT TENANT FACES INTO (2) SECTIONS PER SIDE TO AVOID SEAMED OR FLEXIBLE FACES I have studied this design
proposal and find the tollovdng
details acceptable:
❑ Copy and Letter styles
❑Materials F] Colors
❑Dimensions
Customer's i�nature / Date
a
nor
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Cnx
5/31/2007
8:23 AM
Structural Engineering Calculations for:
Glenwood Commercial
Address
Glenwood, Colorado
DESCRIPTION
Code: IBC 2003
Index
Title ................. 1
Specifications ................. 2
Wind Loads ................. 3
Steel Column ................. 4
Footing ................. 5
Drawing ................. 6
Young Electric Sign Company
By: Fred L. Roberts / St. George, Utah
Check:
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
5/31/2007
8:23 AM
SP CIFICATIONS
Glenwood Commercial
Descript: DESCRIPTION
Code...
Steel...
l/l/Plai 1a`;
IBC 2003
Design and fabrication according to AISC-ASD, 9th edition.
Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi.
Design and fabrication according to AWS D1.1, current edition.
AWS certification required of all structural welders.
E70XX electrodes for SMAW processes.
F7X-EXXX electrodes for SAW processes.
Concrete...
Design and construction according to ACI 318-95.
Compressive strength at 28 days, fc= 2,500 psi minimum.
Concrete poured into constrained earth excavations must cure under proper
conditions for 4 days prior to sign box installation. ( Exception: if the overall height
of the sign is less than 20 feet and the sign pole is adequately braced against wind
loads for a minimum of 4 days, the sign box may be installed the same day as the
as the footing is poured. )
For pier and caisson footings, concrete must be poured against undisturbed earth.
Maintain a minimum 3" concrete cover over all steel embeded in concrete below grade.
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
5/31/2007
8:24 AM
WIND LOADS
Project: Glenwood Commercial
Descript: DESCRIPTION
Ref: IBC 2003. rigid structure (f >= 1.0)
Basic Wind Speed=
90
mph (3 -second gust)
Directionality Factor, Kd=
0.85
15.9
Importance Factor, 1=
1.00
25
Exposure=
C
open terrain, scattered obstructions
Topographic Factor, Kzt=
1.00
no hills, ridges or escarpments
Gust Effect Factor, G=
0.85
structural frequency >= 1.0
Force Coefficient, Cf=
1.20
M/N <= 6
Calculation of Design Wind Pressures
z(fl) qz=0.00256(Kz)(Kzt)(Kd)W2)(I) Pz=(gz)(G)(CO
15
15.0
15.3
psf
20
15.9
16.2
psf
25
16.6
16.9
psf
30
17.3
17.6
psf
40
18.3
18.7
psf
60
19.9
20.3
psf
80
21.3
21.8
psf
100
22.2
22.7
psf
120
23.1
23.6
psf
160
24.5
25.0
psf
200
25.7
26.2
psf
300
28.0
28.6
psf
400
29.8
304
psf
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
5/31 /2007
8:24 AM
STEEL COLUMN DESIGN
Project: Glenwood Commercial
Descript: DESCRIPTION
Ref: Manual of Steel Construction, AISC 9th Edition
1) Cabinet
2) Pylon Cover
Areas Subject to Wind Forces
Height Width Area Centroid Wind
14.833 10.000 1 148.33(
12.000 4.000 48.000
6.000 15.28
Calculation of Design Forces at Critical Heights
y (ft) M (9) V(#) y (ft) M(#'} V(#)
@grade 51,002 3,134
26.83
Column Support Design Table
# of Column
Column Length
Start
End
Sleeve S act fb
Cots Type
Size
Elev
Elev
Depth
(P, TS)
(ft)
(ft)
(R)
(in) (in^3) (ksi)
1 P
10"(.365) 33.33
-6.50
26.83
N/A 29.90 20.5
Column Column
Type Size
P 10"(.365)
Allowable Bending Stresses
Criteria
d/t <3300/Fy so... Fb= 0.66Fy= ksi
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
5/31/2007
8:24 AM
LATERAL BEARING PIER AND CAISSON FOOTINGS
Project: Glenwood Commercial
Descript: DESCRIPTION
Ref: IBC 2003,1805.7
# Footings= 1 Moment/Footing, M= 51,002 Ib -ft
Pass lat soil res, q= 150 psf Composite Centroid, h= 16.28 ft
Equiv Concentrated Load, P= M/h= 3,134 Ib
Rectangular Pier
Width, W= 4.5 ft, parallel to sign face
Length, L= 4.5 ft, perpendicular to sign face
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 6.5 ft
S1= (2)(q)(D/3)= 658 psf
b= Sgrt(WA2 + LA2)= 6.4 ft
A= (2.34)(P) / (St)(b)= 1.8
Round Caisson
Diameter, b= ft, round augered hole
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft
S1= (q)(2)(131/3)= psf
A= (2.34 P) / (S1)(b)=
Concrete Volume
Outside Width of Column= 10.75 in
Depth of Column in Footing= 6.5 ft
Volume of Concrete per Footing= 4.7 cubic yards (+-)
Total Order Volume of Concrete= cubic yards (+-)
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
CV
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0
ITVP. PARKING) \
T
� EIEC. METER
PROJEOT SUMMARY
CAS M R
/
DEPT.
ZONING
CHIREON
CONNECTION
1RASy
At STROBE
4J9 ALRES = IB26O9 SF
(2 SLUGS)
X� �13SP
12'-O" VMDE D.D.
f1EST
10'-0" DEEP D.D. _
_
TRASH ENCLOSURE
w
ELEC. TRANSFORMER
STRIPED
STRIPED
NO PARKING AREA
NO PARKING ARI
FlRST
RETAINING WALL
TOTAL AREA
TYPICAL
L BUILDING 1:
1—OFFICE: 5,640 s.f.
2—OFFICE: 5,640 s.f.
ELEC.
GAS
FRINGE GFEEK WKaTRo UOk
OAVE HICKS
15FI &RAW AVEMF. WTc IDI
6LEW'WOD SPRNSS GO 81601
OFF. 9109454545
FA%. 910-949i64B
A.UI711 RA1. MGEVOY ARGXITEGTS
MIL MGEYOY
1928 FEML STEEET
Pax O[µre o3Oa
OFF.5 3
FAX 3 r:}`_s.5
1101. FJi 1mFgv, .P9 IN510FERIN6 LONge-TM
9 M BLPIIKEIGNIp
10 d0(WnOp Iq1¢
IdIISVIL{ GO. 60021
FM501604{694
FA%. 3G'G='-604-16-14
51'WKNRAL p.RTZ AIV ASALIAIU
pal" KRR
5013 .1 ROAD BK
6LBdb.'. SFFs., [q 6lbd
OFF. 9k>9416505
A%. cTN '095
DETENTION ` `OElEI4ilINl�
POND POND
OF
`D
FUTURE T
LOCATION
EMERGENCY VEHICLE
TURN AROUND AREA
TO MEET CITY REG. \\\
-
PROJEOT SUMMARY
GE FfS®INSPE1:TONAT
cnRmELG couugv
BUILDING GEN, RENT
�¢}R IDE Hy
�yuY FHELD COPY
01NBPmils YIBY.0U9 I
1$1FbEVNB80N^.IE
\
A PORTION OF VE NON NEAST ONE QARTER OF ITE! SLNXP T d1AR1ER
ZONING
G/6
OF SECTION 22, rrY flIP 61 M' RANSE B9 T' OF "up SIXRI-
LOT 512E
4J9 ALRES = IB26O9 SF
LWN1Y 6P 6A 1",, STATE OF GOLORAOO.
BNI1DIN6 HEIGHT
2q' -I°
f1EST
CON'TRIICTION TYPE
V -N
BUILDING TWO
OLG.p Y FULLY SPR9SLERm
DEFILE < WAREHOL5E, B, M, f 59
v
ti0
�e Project: Glenwood Cammmclal -
Adder : Shce Highway 82
Codel,d GaReld Cabntic
Appll-ble Code: 1997 UBC
Building Type: Type V -N.2 f Wry, SprmMad
\ Occupancy: M6ei Total 12,000 No&
B Business
J F-1 FastarybdonNM, Modemle-HauN
M MereanNe
S-2 Lum Rutland smreae
Allowable Areas boss Table 5`B:
B BOOB Ben.
F-1 gM Bob,
M 81—$oil
&2 12,ow Bob
Tie moat saalr ve arae Holliston shall rally In 9le¢elle buadbl9.
R10T9
PllowebleArea from Table SB=8,000 SqR
s Area Mudification5ham5ectlon504R:
RETAINING WALL, ha 1,1 Areae of Buildings over One sorry.
TIPICAL a aAl Ir; 11 I {` Allowebm Area from tablems belwlce Bial spefiolb TableSBformWll-
IS
sl1&IRCf TI x09T'o ry �
±X
AN bla 2SW
elary bulldirgx
AaowaMe Free-16,0D,0008gfl.
GE FfS®INSPE1:TONAT
cnRmELG couugv
BUILDING GEN, RENT
�¢}R IDE Hy
�yuY FHELD COPY
01NBPmils YIBY.0U9 I
1$1FbEVNB80N^.IE
\
Cyd'
=1e,BBe sett
Ara. Cbeak: 12,000(acNe)< 16.000(albMble)
Area Bepersto No se Table re
NoseOaresnotequbnl 500"IFlM10 uses listed pmVuled BwlewoMwaMllg
a3lab8sbmenl tlws not aviceeE 2500 aqR
Actual He1BBL 251ary, 2W -1 -
40'-0'
12'-0" WIDE D.D. \ owe Haight: B y,F-2 25wry. 41
IV D'
DEEP U . M 2SW1y,A0w-
TRASHS-2 2slory, Ad.
ELEC. TRANSFORMER \ \ height Check: zslay AuuaH=zslolyanawable
29'-1°Aduai <4w-0°plWwable
BUILDING 2:
1—WAREHOUSE: 6,000 s.f.
2—OFFICE: 6,000 s.f_ „f1Iw Atbre tt
s4 .@Rr/ua5
`g SITE PLAN 7 1$ Ki -+gip.
4!
SCALE: 1^=z0,_D" — -ffgf w4& Trcwoo V uses r Z'" Liuu F -n
„3TL. 3'arra- 7l°I
BUILDING AREA 5UMMARY
BLDG. N0.
FLOOR
LEVEL
WAREHOUSE
AREA,
S0. FT.
OFFICE
AREA,
S0, FT.
MLDING ONE
WAVOUT
NONE
5,fiM10
f1EST
5,640
BUILDING TWO
WAU(OUi
6,000
FlRST
6;000
TOTAL AREA
fi.GOD IF
17,280 SF
PARKIN& SUMMARY
PARKING PROVIDED
RE6 K (9'x19') • Tb SPALES
K,,. AGC 1131E 6 SPALES
TOTAL 02 SPAGCS
•FOOTNOTE'.
NET
LENGTH SPALES ON NORTH 510E OF &IILDIN65 ARE
A NE
k T Il' -6" LONG ALLOWING FOR IB" OF VEHICLE OVERHANG
DRAWING LIST
AO CWER SLEET/SITE 0.AN/SUW4gR1E5
L 151rus OOM 5
2 ECISn1M Ggldn0115
9 LAYWT PLPN
a O 1LOOS.lWANO gNaOOsi FLAN
5 ETAILEO GRADING ANO EROSION GONIROL - PAN2L
6 DETNLEO 6RAtub" ANO EROSION GONIFOL - PMEL 3
l PETALED 6RADI1¢5 AW EROSION 6ONllmL -PANEL 3
6 OT=9 pFTAIIS
CNIER SANT S MR... FLELTRc
COVER S
3 o,yn 6GONV�
3 OVExNL UTILITY FTAN
4 SAW TPRY SF1'ER PIAN AIA PROFILE
5 UTILIN OETAILS
6 UTILrIY DETAILS
,,1011" .1
At FIRST LEV9. PIAN / ^kLDNO LEVEL flAN
A2 BILA Fl tT LEVE PLAN / PooP PLNI
A9: EM.ARbED UPPP LEVEL PLAY /DOOR EGFIFMC
DOOR. ,.. DETAIL4 / el. DETML
A4&HLVINOF ATl016/ BIILVINS YCTIIXS
A5 APWNa DETAILS /R 1U. DETAILS
11, 6EIERAL NOTES a DETAILS
5-3 FRAMING a FPRIDATGN DETAILS
5-S FOMNOATWN RAN
54 %YAW 1. FRNMIffi PLAY
45 RO.'F FMMINS PIAN
5-0 DETAILS
... act
AlS RRST LE VEL 1L41SFGOW LEVE PIAN
A3 EW AR!>ED FIRST LEVE PLAN l ROOF PLAN
A3 DF1fl�.M6®11Pi82 LEVEL PLM' / DOGR SGIffON.E
AW .. OE TAILS / BLOCK DETAIL
A4 Wil .FLEYAndlc
I3 PJlILD9K `FLnONS / IwLINS DETAILS
5-1 GENERAL NOTES t MAILS
5-] FRAMING a Fdou.1ON DETAILS
5A FgMDATON RAN
STLOND RLVR FRAMN45 FLAN
'Si ROOF FR N5 P,AN
9G DETAILS
isol m 1
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RA. TRASH C•NCMININLe DETAT,
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