HomeMy WebLinkAbout929 Washington St S permit file City of Twin Falls
Building Permit
Permit Type: Commercial Permit #: 583 Permit Date: 11/28/00
Address : 929 WASHINGTON ST S
Project Type: MISCELLANEOUS
Construction Type: V-N Occupancy: INDUSTRIAL PLANTS Zonings R4
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Intended Use: COMM. EQUIP. SHELTER @ STATION #3
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Owner Name: NEWCOM WIRELESS Contractor: NEWCOM WIRELESS
424 1ST ST 424 1ST ST
IDAHO FALLS ID 83401 IDAHO FALLS ID 83401
Phone: ( ) - Phones (208) 221-4205
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Building Valuation: ,# of Floors: # of Units:
Square
Occupancy Type Construction Type Footage Base Rate Total Value
------------------------------- ------------------------------ --------- --------- ------------
INDUSTRIAL PLANTS 116.00 26.56 29000.00
Totals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116.00 29000.00
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Building Permit Fees:
Date Description Type Hours Amount
-------- ------------------------------ -------- --------- ------------
10/20/00 PERMIT FEE Building 387.99
10/20/00 PLAN REVIEW FEE Building 252.19
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Total Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 640.18
Less: Collections to Date. . . . . . . . .. . . . . . . . . . . . . . . 640.18
------------
Net Amount Due
-----------------------------------------------.._-----------------------------------------------
This permit is being issued subject to the following Special Provisions and Deferrals:
* * * N O N E * * *
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Is is understood by the undersigned that this permit is issued subject to all
applicable Twin Falls City Codes and Ordinances. It is hereby that the work called
for herein shall be done in compliance with the same. This permit is not transferable
and will become 411 and void if work is not commenced within 180 days or is abandoned
for a period of
Signature: .! Date:
City of Twin Falls
Building Permit Application
Permit Type: Commercial Permit ids 583 Application Date: 10/20/00
Time: 13:46:55
ACCESSORY $UILDING/SHED -
Project Type: MISC MISCELLANEOUS
Address s 929 WASHINGTON ST S
------------------- ---------------------------- ----------------------
Legal Description: N/A
Interded•Use: EAUIPMENT SHELTER AND ANTENNA
r
---------------•----------------------w----------------------------------------------------------
Owner Names NUCOM WIRELESS Contractors NUCOM WIRELESS
x' 424 1ST ST 424 iST ST
IDAHO FALLS, ID 83401 IDAHO FALLS, ID 83401
IDAHO FALLS ID 83461 IDAHO FALLS ID $3401
Phones ( ) Phone: (208) 221-4285
-------- --------------------- -------------------------------------------------------------n
Submitted: Site Plan : Roof Structure s
Foundation : Floor Structures
Typical Constructions Specifications :
Floor Plan : Plan Analysis s
--- ---------------------------- -------------------------------------------------------
Building Valuations ' M of Floorss R of Units:
Square
Occupancy Type Construction Type Footage Base Rate Total Value
---------- -------------------- ------------------------------ --------- --------- -------------
ACCESSORY BUILDING/SHED 114.88 10.79 29009.08
--_ ----- ------------
Totals... ........................... .........rr.r..r.r.".... 114.88 29609.69 `
Building Permit Feess
Date Description Type Hours Amount
-------- -------- - -------- --- - -------- --------- ----- -----
18/28/88 PERMIT FEE Building 397.99
10/20/00 PLAN REVIEW FEE Building 252.19
Total Fees................................:...... ' 648.18
Less: Collections to Date........................
Net Amount Due 640.18
----------------------------W-------------------------------------------------------------------
The owner (or applicant in the case of new construction) hereby applies for temporary water
service as a condition of this permit and understands that any city water services provided .
will be under temporary agreement for a period not to exceed six (6) months unless extended
or regular water service approved by the Building Inspection Department.
OWNER: DATE: APPLICANT: DATE:
09/•13/2000 �06: 55, 20e2321016 � ......,•••.rFEWCOM irJAPO PAGE �?3ie7
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Antenna Pole
for
Newcom wireless
Design Drawings and Calculations
(4 Pages + Cover Sheet)
Pole Class = A.P900H 175T l 5P
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Calculations for:
90'-0" AGL Laminated Wood A.nterina Pole
Pale Class -AP900H175T15F
sile k Idaho Fair sire
[Addr=r. 14th St &fbgb:e Ava. Idaho Fall-, Idaho
Pale Parameters ind Pressure
Width= 20.25 in. GL HeigN (It)= 90
Top Muth= 12 In. Basic Wind Speed (MPH) (V)= 80
Bet Depth= 22.5 in. =Ce x Cq x q3 x!w(U.$.C. Eqn. 20-1)
AGL Height= Pt Ce = 1.57 (U.S.C.Table I&G)`
Wood$pecies=Coastal Douglas Fir _ Cq 1.4 ('J.B.C. Table 16-H)
s(F.s.'.)= 16.4 (U.S.C.Table 16-F)
W= 1.0 (U.B.C.Table 15-K)
osore G
r
urface Areas S . FL
t Location 1 (Transverse) = 4.0 nt LQcaaan 2(Transverse) = 18.0
. Loction 1 L dnal = 4,0 Location 2 (Long.)= 16.0
Arts Location 3 (Transverse) = t] rn Location 4(Transverse)= Qo
Art. Location 3 (Lo ttud'.nal` a 0.0 Location 4 (Lon a.)- Q.0
Ant. Location 5 (Transverse)= 0.0 nt Lorabon 6( ransverse) = 0.0
Ant Location 5 'tudirret = 0.0 Locution 6(Long.) 0.0
Ant Location 7(Transverse) = 0.0 Location 8 (Transverse) = 22I
Ant Location 7 ( dfna = 0.0 Location a (Long.) • �
Pole (Trans.) = 151.9 Ft-
Luc. 1 = Qrmi Antenna
Pole (Long,) = 129.4 LM 2=EMS Panel Antennas
Ant Loc.3=
Ailt Lar.4=
Ant. Loc. 5=
Art. Loc. 9=
Lac. 7-
Loc. B= Deed Cable Surfaces
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99 I3i<@�'0 06: 55 2092=2� NEWrOM IDAF-0 • PAGE .06/07
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nd Loads lbs.Location 1 (Transverse) = 144.2 le-tsulfAnt
. Location 2(Transverse) a 648.8
Ant LOcatton 1 (L.ongihldinal) = 144.2 Lorin 2(Long.)= 646.3
Resdtarit Location R 95.0 ultant Location ft g3.5
Ant. Location 3 (Transverse) 0.0 Location 4(Transverse)= 4.
Ant. Lxation 3(Lm9itudinal) = 0.0 Locatlon 4(Long.)= 0.0
Resultant Location ttI= 0.0 dtant Location ft)= 0.0
Ant Location 5(Transverse) = 0.0 Location 0(Transverse) _ .0
Ant. Location 5(Longit�:diral) = 0.0 Location 8 (Lang.) - 0.0
Resultank Location ft.}= 0.0 Location ft)= 0.0
Ant Location 7(Transverse) 3 0.0 t. Location 8ransverso) = 811,1
Ant Location 7(Longitudinal) = 0.0 nt. Location $ (Long.)= 811.1
Resultant Locatton n. = 0.0 Resultant Location tt = 4.5.0
Pole(Trans.) = 5,474.7 Pole (Long.) - 4,662-5
Resultant Location ft. = 45.0 Resultant Locatron ft = 40.4
Crotundliine Moments k-lbs.
Ant Location 1 (Transverse) = 13, 9 .9 t. Location 2(Transverse) a 60,867.4
Ant. Location 1 Lon itt:dinai = 13,697.9 Ant Location 2 Lon hvdi - 60,667.4
Ant. Location I(Transverse) = a.0 Ant Locatien ranaveme) 0.0
Ant. Location 3(tort dtnat)= OA Ant Location 4 Lori Minas a 0.0
Ant. Location 5(Transverse)= 0.0 t Locatbn 6 jrarsverse)= 0.0
Ant. Location 3 Lon itudind = 0.0 t Location 6 (Longitudinal) 0.0
Ant. Lacatcn 7(Transverse) = 0.0 t rUVWse) 36,497.8
Ant Locstion 7(Lon udinal) 0.0 Arit. Location B(Longitudinal)= 36.497.8
Pale Trans = 46,360.1 Pole (Long,) 78rt,571.
Total Trans. G.LAA. _ 357.223
Total Lcng. G.L.M. a 299,435
Maximum Allowable Sending Stress
aximurn Allowable Bonding 5treas= Fb x Adjustnent Factors
Fbx= 2400 p.s.i.
Fby = 2400 p.s.i.
Fbx-x= Fbxx Kx Strenq Fa- 4,204 p.s.i,
Fby-y = Fbyx Kx Strength Fes. 4,204 p.s.i.
K= 2.695 U,S.G.A. Forest PraduCtS Laboratory Paper FPL-RP-532
Strength Fac. - 0.65 per National Flectnc Safety Cade
Maximum Allowable Stress (Trans.) = 4,204 P.s.L
Maximum Allowable Stress (Long.) = 4,204 p.s.i.
13Sep-00
99/13/2000 05:55 2082326 WEWCOM iDpF43 � gAPE,_ 47/e7
3
Calculated Banding Stresses at Groundline
Transmme IlLanqihwingll
5 (hl3) ¢ 1, 8 IS ( t u " ) - 1,537.7
G.LM, = 357,223 ft4bs I G.LM. = 299,435 ft-bs
Max. Cale. Bend. Stress(p.s.1.) = 2,509 mac. Caic. Bend. Stress (p.s.i.) 2,337
OK Z509 4,2u4 OK 2,337 < 4,204
Embedment Recommendation (per U.B.C. E n. 6-1
Atbw, Founcl. Pro . at 1f3 Depth= 1,750 p.s.f. or 950 psf
(Per August 30, 2000 Soda Report& 1997 U.B.C.)
Resultant Load (P) - 7,079 lbs.
Resultant Loc. (h) = 50.46 fL
Foundatim Diameter= 4.5 ft.
Foundation Depth= 17.5 fL
d =Min. Depth per U,8.0. Sqn. 6-1
A= 2. 10
d = 11,9 ft
Therefore, the aCtUl embedment depth of 17.5 feet exceeds the
minimum embedment depth of 11.9 feet as ca�--.,lated per U.S-C. Eqn. 6-1.
t a-say,-ao
CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION
IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED
SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES
IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE D6NC
IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND
WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS
OR IS ABANDONED FOR M DAYS, ALL CODE REQUIREMENTS MADE BY THIS
OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS.
INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND
APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUNG AT 733--0060
EXT. 273 OR CITY MANAGER TOM COURTNEY AT 733-0860 EXT. 272.
----------------------------------------
-BUILDING PERMIT Perfait Date : 6/03/80 Permit Number : 3364
Property Address 929 WASHINGTON STREET S
SIGN Addition
Owner CITY OF TWIN FALLS 321 -- 2ND AVENUE EAST 733--0860
Contractor LYTLE SIGNS 1925 KIMBERLY ROAD 733-1739
Work Description 4 X 6 ELECTRIC SIGN
Construction Type : Occupancy Group : Division :
Zane : Stories : Parking Spaces Re•:Luived : Map Location :
Main Floor : BVD Code : VaLuatio n :
Basement : PVD Code : Va L ua t i on :
Garage : ----- BVD Code : VaLuation:
Tota L --------
Permit Fee :
Total Fee :
Signature of Applicant
Assigned Inspector : ROD WILSON
INSPECTION HISTORY
DATE ITEM NOTATIONS '
SET BACKS
I
d SIEWALKS
FOUNDATION
FRAMING
ELECT. ROUGH IN
PLUMBING ROUGH IN
MECHANICAL
ELEC. FINAL
PLUMBING FINAL
FINAL FOR OCCUR
DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO.
STRUCTURAL
ELECTRICAL
MECHANICAL
PLUMBING
REMARKS:
• 1 � I W liV MLL,�.. PIJLl Lit I 1 UIPUk11 W(
BUYI,DING ..� MOBILE fioME s):w1;R WATER • •
SIGN DRIVEWAX :t •'
CONTRACTOR '
NME CIA of Twin Falls/Fire Suppression Stations � � � 'PP NAME ;L •: ..•�
JDRESS Sta.t'on 11-Falls Ave. /Station 1117Wash. ST.&DRESS p,Q, Box 332
192
BONE NO. ,
PHONE No. 733'1739
i(PE OCCUPANGy (Use of Building) '
Fire Suppression Stations
'GAL DESCRIPTION 'OF PROFERTX AND STREET ADDREss Falls Ave'*& Washin ton St. •S.'•:''•
2 (one at each station) 41 X 6' Electric sign as per sketch `
3T. VALUE .$ FLEE
Sq. Ft. Main
2t1d Basement
lb5q, Ft. Gara ge No.'-Floors '
•?PLICATION RECEIVED By ��
DATE '
.?PLICATIoN SU014IT'TEU By
IECK THOSE ITEMS SUBMITTVD: PLOT PLAN (E•lgneture)
CALCULATIONS FLOOR PLAN
)UNDATI(JN PLAN SI'ECICICATION BOOKLET
STRUCTURAL PLANT' OTHERS
:ems to Check: Rej� De t.ror Actions
Date OK'd-
ZoninR Code Com fiance
a).-.Proper Zone'
b) Special Use or Variance
c) Set Backs/Lot Size Ara—
d) Set Backs - Hwy. Dist. ,
e+} 5creenin .
f) Off Street Parkin
• N
--9) Flood Li lytin
h}, s i n i n .2
i) L"andsca in ,
• ,
Other-
Structural Analysis '
Avail.abiiit o.0 Water Sewer
FOOD `
or
Se tic Tanks WeJ l - filth• De t.
'Sewer Assessments
A22rove Curb - Sidewalk -
A rove Drivewa A roacl'1 • . .
JJwX. Dist. A2proach Permit, •❑ .
Drainage/Ir_rigation o
Flood zone o4
Issue Address
Uni orm Fire Code n,
Uniform � � r• ..Building Code 7`. ;,1 �'�, 1 .•
• . NUMBER .-PRICC OK'd 8X
ildi '
NUMBER PRICE • OK'd BY
n Permit •3
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-- Water
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