HomeMy WebLinkAboutPermit B92-0402 - MARSHALLS - DISH ANTENNA1
rnIkRat4 LLS
City of 71ctt1cwilik
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B92 -0402
Type: B -BUILD
Category: ACOM
Address: 17900 SOUTHCENTER PY
Location:
Parcel #: 352304 -9061
Zoning: C -2 CM
Type Const: N/A
Gas /Elec:
Wetlands:
Water: N/A
Contractor License No.: SATCOSI163C6
TENANT MARSHALLS
17900 SOUTHCENTER PY, TUKWILA, WA 98188
OWNER PACIFIC NOETHWEST GROUP A
5601 6TH AVE S, SEATTLE WA 98101
CONTRACTOR SATCOM SYSTEMS, INC
P.O. BOX 1867, SANDPOINT,..ID 83864
CONTACT DONALDSON SCOTT
P.O. BOX 1867, SANDPOINT, ID 83864
********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Descriptions
INSTALL 1.8M ANTENNA DISH ON ROOF OVER A GLUE -LAM
BEAM USING A NON-PENTRATING MOUNT ..10' X10' IN SIZE.:.:
SETBACKS
Back:
Right:
Units: 000
Buildings 001
Fire Protection: N/A
UBC Edition: 1991
1, 50000
Total Permit Fee:
* * **ii * * * **
Permit Center Authorized Signature
I hereby `:certify that I have read and i examined this �'permi t andnow. the
same to be .?true' >and correct. All provisions ;of 14r and ordinances
governing this "work will be complied with, whether .' herein or not
The granting,': of this permit, does not - presume"to'give authority;;to violate
or cancel the.p "rovisions of any other state or local l aw s regulating
construction or:: ~ the per.formance',of work. I am° authorize:.d to sign for and
obtain th uli.n.g permit.
Signatu
Print Name:
Front:
Left:
Slopes:
Sewer: N/A
Valuation:
Status: ISSUED
Issued: 11/20/1992
Expires: 05/19/1993
Type of Occupancy: STORE
(206) 431-3670
Phone: 208 263 -1620
Phone: 208 263 -1620
This permit shall become null and °if' "the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period of 180 days from the last inspection.
PERMIT NO.
CONTACTED
L @-Ek " A -es as
�' l !!--��
DATE READY
DATE NOTIFIED
2nd NOTIFICATION
3RD NOTIFICATION
� �� - �c� (init.)
BY:
(init.)
BY:
( init. )
PERMIT EXPIRES
AMOUNT OWING
PROJECT NAME
MSC- S /_1_s
SITE ADDRESS
SUITE NO.
• r 4V f , !C ,
E (
.. ---- --
PLAN CHECK
NUMBER
�a • n�a�.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
TOi
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
BUILDING -
nitial review
O FIRE
PLANNING
O PUBLIC
WORKS
O OTHER
SQUARE
FEET
ABUILDING -
final review
OCC.
LOAD
409
REVIEW COMPLETED
SQUARE
FEET
OCC.
LOAD
INIT:
INIT:
RO .
ll --tp `Q
Moo b) �z PZ
BUILDING( ' ?ERMIT
APPLICATION TRACKING
d1 XF-#
c'ikiiX •
0 d(e 1414ae dIg
CONSULTANT:
__,ROUTED)
FIRE PROTECTION: L Sprinklers
FIRE DEPT. LETTER DATED:
ZONING:
REFERENCE FILE NOS.:
MINIMUM SETBACKS: N-
UTILITY PERMITS REQUIRED?
PUBLIC WORKS LETTER DATED:
TYPE OF CONSTRUCTION:
OCC.
LOAD
;; ... ; U...IR ME NTS
Date Sent - Date A
TOTAL TOTAL
SQUARE FEET OCC. LOAD
roved
Detectors () N/A
INSPECTOR:
(BAR/LAND USE CONDITIONS? (Yes O No
UBC EDITION (year):
DD� ��,����� ADDRESS �� SUITE #
SITE 11-g
VALUE OF CONSTRUCTION - $ I
PROJECT NAME/TENANT
Mi
ASSESSOR ACCOUNT #
3 - 906)
(commercial) • D ion (building) ,
0 Other � ��►S1 -. t flS�a��
TYPE OF 0 New Building U Addition U Tenant Improvement
WORK: 0 Rack Storage 0 Reroof U Remodel (residential)
DESCRIBE WORK TO BE DONE: Viks tt.I.I O ,. 1,6 0,5-0 dish on rood over O. e tt.,t�, -
\av' )0e-e) Upsitnc3 o. Novi- p.e. - 1 - 10 ►V\ 5tze..
BUILDING USE (office, warehouse, etc.)
Fit 1
NATURE OF BUSINESS: SfvT t -FE INSTHcLL - -- r1 b N
requirements may need to be met. Please explain:
WILL THERE BE A CHANGE IN USE?
No 0 Yes If Yes, new building
SQUARE FOOTAGE - Building: Tenant Space: Area of Construction:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
'516 No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER �
�Ac Fi . . �__
PHONE
q -
_. _
rte
ADDRESS 1`7 00 you NTr2 '_A .K\NksY w;IA
s--
kNo, �
PHO we_ 23_) 6,z4:5
—'
CONTRACTOR • S ATC.Oy‘A S CS TEt`z . ‘ S I NA> •
l - J
ADDRESS -ro, max 1,56- � NpPQIt�)T� � rar'x,��
EXP. D
ZIP gE3B ,6'd
II t , 1
WA. ST. CONTRACTOR'S LICENSE . #,i: 'r, S A „ t .. coSi � 6 . s
_
ARCHITECT --T- c l 1„tiPc6
ONE 2(_
.
Q.
515._ gD°�b
ZIP as
L�/U
___
ADDRESS ac2(2 U T�-1 C C `� �W Y u______112,
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
PLAN CHECK
NUMBER
: HEREBY: CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
BE : rRuE AND :CORRECT AND !I,AM AuTH:p RIZED TO 'APPLY' F UR ; THIS .P.
BUILDING OWNER
OR
1ZED- PRINT NAME
)SIT ADDRESS ► t�� ty�olt�J'Tr CITY/ZIP \ A3f56A
CONTACT PERSON �- -��� PHONE
3_ C�Zd
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal. requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor
licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the DepartmentRECF.ftilJnunity Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES
NOV 6 1992
PERMIT CEN113
BUILDIf3 PERMIT
APPLICATION
DESCRIPTION :.
BUILDING PERMIT FEE
PLAN CHECK FEE
BUILDING SURCHARGE
OTHER:
TOTAL
AMOUNT.
56,D b
70
RCPT,,
7
DATE
11-1.40-1?-
DATE
PHONE - - Z6 -1670
COMMERCIAL
I
. „
NEW COMMERCIAL BUILDINGS/ADDITIONS
Completed building permit application (one for each structure) •:::
• .. • :. • .• .."
Asses Account Number : ": • .•:.:
. : Soils report stamped hY;e:Washirigtorr.State'licensed.:engineer•:::::
Topographical survey
. . .
• ............................................
EnergY:calculationS:stamPed by Washington State licensed
...
• .:
Legal description
.. .. . .
Working drawings stamped by a WaShingtori•tate
• • " • • • • • • • .• . . .
architect, which
Site plan
Architectural raw,
Structural drawings
Mechanical drawings
Elevations
Civil drawings
Landscape plan
Completed utility permit p for specific Six (6) sets of civil drawings
utility
..
• . .... •:‘ ‘.. •
• ....
....... ....
Two sets (2) of the folloWing: • • •
. . • •••
Specifications .•:': :
- :: • :- .
Structural calculations stamped by a Washington State licensed
:Assessor.•Account Numbr
Two (2) sets oF plans which include
Building floor plan showing
•
..:*•••••••••':•••••••••••• •i Entire space where racks be located
• , •••• ••,:•,,, .:. • •••..... „.......•.„., , .;.:
Tenant space floor plan showing Tpck: storage
. . ,' : :.: .::: • :: : :: : : ::::,:::::: ::::::::: :.•::: • ;•::::. :::: .::. :::: :;:••• • :?:::.'.:•: :: : : ...... : : • • :::' '... .:::::.,;.; ::::::::::::::.:::'.:: :;:.''. :::;:, ::
NOTE:1' Include dimensions o racks (height an length) ,''aisles ••••'...i
and exit ways on plan
Structure :: ...:::::: .::' • : •••••:]..:::':
...
......,..t!.:,f,,,...;...:,......:r„:: )Y ::
. I. c iii6laooris;ta_itiped beyrieri!...!...i7!t:......n.......,:t....,....ete....i.....i11*:....:•,!:-.......:7
.eninef!. (rack storage ' i ? :::,•:•.;:::::::.!,..:•...:::::.:°:
:: . :':::::•,•.:::•.:::::::':. : .: ...
- 1:
RESIDENTIAL —
NEWiSINGLE
Completed building permit application (one for each structure)
. .;464esiiir , :.:P■CCOuiit •
Two sets (2) o working drawings which include
Site plan (On plan .show closest hydrant location
Foundation plan inriurle access to building, showing
Floor plan width and length of access)
RooF plan
Building elevations (all views)
Building cross section
. .
0:trOati,i int)
SUBMITTAL CHECKLIST
Washing
E Completed utility permit applk.ation
Six (6) cots of site plans showing utilities
NOTE Building site Wan and utility site • plan • may be ;Cornbined:::.See•::M
utilityPermit application and checklist faifSpeCW0sudinitptr#duiramentk:;
Additional topographical and Soils;information:inAykdOdUirad
:
alto • i•••••••••: ••••:.••• • • •-••••••
••• • • ....• • ...••• •••••••• • • ••••• ,••••.•••••, . ••••.:• . •••••: . . . . . . . . ,:,••••••••,••••••.•
...„. . „ „ ; •
„ .
• COMMERCIAL TENANT IMPROVMNTS
Completed building pereilt: applicatIon (one for each structure or
• •••
n
•
Tw (2) sets of construction plans which include
..........„ ."
....
0 ExistIng and proposed parking
ri Overall building plan
Site ... • change
Location of tenant space
* Landscape plan (if applicable I Tenant location
Use Floor plan of proposed tenant space
of
. Overall dimensions of building or square footage
Exit doors egress patterns
New walls, existing wall and Walls to be demolished
Co
•-•.•••••
application • Cross s ection s
stamped by .. construction and method of
engineer p
• iiginetf structural . 9
noo w„::)
• • -:::::•:::::•:::
. and plans
. • . • .... • ••••,...'•••
R our:
•
COMpleted:biilOngiperrnIt::appliCatiOn
..... ...... .......
..... .................„........ ,. .. ;
.•'•Asspor.-..AcCount Number
,NUm•:••:.•:••••::::::::::::::
. :•:............„....„:„..,..„„:„...„.„,....,,,,„....„....„,„?.;,.„.:.„,......,...,..... .
.::::::•...::::::,...:::::.:::.,:::-.......:::::::.............,... ,................,......„-:,........ .....,...„...„.....:„...,..:„.....;
Ai
. .": -. Nii - eailiii - i.:ciiiiiI6iiicj:ii iici:iliatr,::.iiiiiiiiO41:bein . .rbrriotedi . :a . nci.:.. , ::
....
• • ....„......,.........--........„....•....,... • •• • ...........„......•.• •....•• •.:••••:-.
;• te•finatinsOation'and sign
'ffi If Of •thii ::::',::•••::'::'::::'......:::::.:.:•••••:.::::::::::::-::::::::'..:::::...:-..'::'. ''.''',::'.)::.:',:.:. :;.':"''' .; . •:":i:Y.:::':';':?".'
ANTENNAISATELLITE'D DISHES
Completed building permit application
•Assii6or, .....................................................................................................
Site Plan (showing b.tilld00000:1OCittio0::Of antenna/satellite•diti
Details antcinqa/sateltjto dish and method of attachment
Structural calculations stamped by a WashIngton State license...
engineer may be required
••••• •••••• • . . . .
. . .. . :••• . : . • . • . . . • . • :••• . • . .... . .
Assessor Account Number
Two (2) sets of working drawings, which Include
Site plan
„ . .
Foundation plan
Floor plan
Root plan
polo (i; (all vieNs)
Building cross section
Structural framing plans
and pla must be:subnittd»:
. ... .
COMPletedOtrilding;permd:appliCatien:(000:f0(ee0kstructurd)
.... g:001eg'i"Oet;•:
L .
.... .... ..
. .
•... : " •.
:•••NOTEA certification lottdiqs re401rOctptlor
.". •
::Oft
** * * * *k; * * *** * *** ** **** *fir *k *k ** ** * *k *** *fir * ** *fir * ****** * *k * *** * * ** GE,.
CITY OF TUKWILA, WA TRANSMIT TOTAL
********** k** k******* * * * * * ** * * * ** **k* * * * *** * * * * **k ** CASH.
TRANSMIT Number; 93000519 Amount: 1.20 04/26/93 13041 CHANGE
Permit No 59) -0402 Type: .O..BUILU BUILDING PERt j8/93 009%000.
Parcel Na: 352304 -9961
Site,`Address: 17900 SOUTHCCNThR .PY
Payment Method: CASH Notation: TY MARSHALL In i t: SAO
************ k********************** k * * * *k * * * * * ** * * ** * * * ** *k * * * *k
Account Code Description Paid
000/341 COPIES /PRINTINL /WP 1.20
Total (This Payment):. 1.20
1.20
1.20
1.25
0.05
16 :05
t *'h * * ** * * *k'k" * * * *,k * *k** **** k******** fkk *k ** * ** *•kk * *k * *k *k **
i i•Y ": 0F: TUKW1LAy WA TRANSMIT
h0** ** *IP!**kk *k * *. * * tilt **k**** * **** is *k *_***A.7lr****** * * *kk *k�4�, * * *kk*
,TRANSMIT 'Number' :.. 00126b: Amoi. rif;: 6 . 5 11 / ORS %92, 16 :*
No 092- 0402 :. -• Type: 0 -HUILD >OUILDING PERMXT
Parcel :No; 352304,73061'. 1I,OC /92
Site :Address:. 17900.60UTMCE'N fCR PY
Payme.nt Method CWSH ; Nott;.t i ara C GTMLI Iii i to SAO
* * ** **h k****** k** * *kk * *�4k* * * * * * *kk * * *k * *'kk14k k *k * 71 * *,k. *k;k*k *k. *k*
62.25
62.25
.00'
Acrau Cade`` UeEc.riptior Paid
.060/322.100 01UILDIN0 =.M : NONRCS 35.00
.000/345.030 PLAN CHECK' - NONRES 2.75,
)00 /36b.904 STATE .BUILDING SURCHARGE, 4.50'`
Total (This Payment) 622.25
'Total. Fees :.
Tattcl, Al) : ` Payments:
0alance:
GENERA ` 35.00
GENERA 22.75
GENERA
TOTAL. ` 642.25
CASH `:, 62.25
CHANGE . 0.00 . .
50740000 17:46
Address: 17900 SOUTHCENTER PY
Tenant: MARSHALLS
Type: B -BUILD
Parcel #: 352304 -9061
CITY OF TUKWILA'
* *•k * ** *pit *'k* *** * ** k** k *•k•k*•k* * ** * * * * *•k ** k * * * **** A k * *•k•k * * ** * *•k** *SIC **•k•k * ****
Permit Conditions:
1.'No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
2. All permits, inspection 'record , and approved plans shall be
maintained available at ,_, ;�the job siRte prio';,�i o the start of
any construction. These .doau are "to`:b.e maintained
=J•1
available until �,f r `' inspe,ctRion app oval is 3 Al l.:constructlon to b done, i , ,con o r u i mance4with approved
plans and r e u e th Uniform , B l =d, g, ( 91 19
r �1!`:, �" nts 4 '3� _ � A' fi rx '`, �-''
Edition) Uniform . as ,.a ended` i y. t. (1 and e
he Washing State • Buildi ng (Code,
M� . I• ni calkkcik 9r1 Edition`) 4 : ' a:s ngton`��S at
:Energy Sod t ,,9 de S.econdoEd i t �o )
Validity Per r i The i se rt o1 a perm t�' ta l's o"f
,plans ,'r'sp cifications and qm uta shall net
b "e �` '�'
h x ,� } rt,.e,.� v, , a 1 `' 'h S � t a d
strue o pe,:a permit f l�at, ; ,,. or R an ap,piova.1 of, an rk�,viol;al}tion
of any o t e provisions ` of th• s , ,code or of any other' -
ordi ce< of,the jurisd ,ction �� No-- .pe,rmit presumingt
aut of it, or" viiolate or cants rlr the provisions of this co
s ha � be `'va 1 i d ,.t r „ `�
Permit No: B92 -0402
Status: ISSUED
Applied: 11 /06/1992
Issued: 11/20/1992
•
ro : :
P /1
T y pe o nspectio
t AM I
• ress:
Dale Called:
''
pedal nstructions:
-(2- e, 4,42.
,S- J ..,..
0/
Igiv
{
1
7"' is
Date Wanted:
077
am.
.m.
Requester:
\
Phone N o.:
0 "
110 2
INSPECTION RECORD (`
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
Inspector:
13 9
P RMI1 NO.
(206) 431 - 3670
0 Corrections required prior\to approval.
27 C3
0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Apr 02, 1993
SCOTT DONALDSON
P.O. BOX 1867
SANDPOINT, ID
83864
Dear Permit Holder:
City of Tukwila John W. Rants, Mayor
Department of Community Development Rick Beeler, Director
Our records indicate that on May 19, 1993 one hundred and.eightydays will
have passed with no inspections having been called for under Tukwila
Building Permit Number 139.04.02 Unless you call for an inspection,
or obtain a written extension from the TukWila Building Official prior to
that date', your above referenced permit will become null and void on
May 19, 1993.
If your project has been completed please call for final. If you are
actively working on it please notify our office;
If you have any questions or need further information to obtain an
extension on your.permit'please call the Tukwila Building Divison at
4313670'.
Sincerely,
A I LAUQ:.e
Denise Millard
Permit Coordinator
Department of Community Development
•
, 6300SOUthcen'ter Boulevard, Suite #10 TilkwilaWashingtOil:' 98188 .! (20 ):••-,..." _Fax (204?
Specificeions
Date
Per
Nuommn NtIWORK SYS
Receive/Miura it
150 P02
Elechical
SIdeiobe Envolooe, Co-Po
, Mainbeam t a tr
7 040.2
9.2 0 48°
48oc et 180°
RF Intertee°
Mechanical
iletteotor Material
Manna Cptios
Mou
a on lustment
Anii
Environmental Performance
Wind an° (Operational)
at 30° Elevation
• s'. •
I underst th4a050110
," •.
subject tc j.rs •
plans doe ,,;..parautil,op thp
adopted c3ck or OrditiO'nce. 'Receipt
copy of a )proved piens acknowledged.
By...
(-z0-9
oqua
OPerating
(Transmit)
Mdband Gain (Receive) 41.7 dS1
ransmll — 432 dB
,..,.••■■•.,..••■■•••••••■••.....•■••••••■•■••••■•■•••••■•••••■■•••■■•■••■••■
First Sidaloba (rypic:a1) Oil
Antenna Noise Temporaturo at 20° Eievatha,n 26°K 20°K
19 °K
Available in A v
1.2M
Reteiverransraii
1122M
2 2°K_
1•
PRODEL IN C»"% Unto 1r,ri It I -trv, iii
1,8M 7
11.7-12,23Hz
14.0.141.5GHz
ar •
Cifil
Z9-25 Log
32-26roW
■■••■•■•
I Pi •
01 do
• (SunrIval) 2 inches par hem
,
•■••••••11*•■■•■■■•••••••■•••••• •
AiMOSPharte C;Zncilliorts Salt, Poilittants and Contaminants as encountere
ns
2AM
Recelvefrranamit
•
2,44 96'
47.5 ON
49,2 dB1
(1
■Ar
Uric
13 °K
Mass Mbar %inbreed Paster SMC:
&lo( Feed
&ration over Azimuth
10° to 70 Cosiiiaus Fine Adjusinlont
360° Continuous
Polyostor Glass
••••■•■•••••
Side View
MPh
• 125 n
(moral*" ° ) • .so° te
Rai wi.IQu
.40, to of
u " iELI
.• rviva•, r
k 1 - areas
CRY Or TUKWLA
NOV 6 1992
PERMIT CENTER
......•••■•■•■••
0
R2
ca
C.0
PESI4Xi
76.544
NUOR DIlMMEr
AZtcat AXIS
46.54
20
9.01
36-03 MIN
MX
MAST HEIGHT
5.35
28.15
_ Li
17 !
10.75
- , Figure 1-7. 1 gM AMC= Outline Drawing (Self- AIigrvi YeraOn)
7.31
6.70
3-1/2° SQl 40 PIPE
(4.0O 0.C.)
REFLECTCR - MITER
ELEVATION AXIS
52.28
Antenna
Size
NPMM
5S' X 5.5'
Mast O.D. 2.88"
Weight 121 lbs
NPMM
8' X 8'
Mast 0.D. 4"
Weight 280 lbs
NPMM
10' X 10''
Open Frame
Mast 0.0. 4"
Weight 250 lbs
CMM
Mast O.D. 4"
Weight 1190 lbs
NPMM
14' Hex
Mast O.D. 6.6"
Weight 625 lbs
0.75M
Weight 51,5 lbs
Recommended
Recommended
Note l
Recommended
Note I
Recommended
Note 2
N/A
I.OM
Weight 64,5 lbs
Recommended
Recommended
Note I
Recommended
Note l
Recommended
Note 2 .
N/A
1.2M
Weight 67 lbs
Recommended
Recommended
Note I
Recommended
Note 1
Recommended
Note 2
N/A
1.8M
Weight 204 lbs
N/A
Recommended
Recommended
Recommended
N/A
2.4M
Weight 349 lbs
N/A
N/A
N/A
N/A
Note 3
TEs OENERA1, REFERENCE hi p uAL.
Table 4-2, Antenna Size and NPMM S
N/A = Not Applicable
CMM Cross Mast Mount
NPMM = Non - Penetrating Mast Mount
Hex an Hexagon
6.4.4
{
(Unattached
rtOTES.
1, Requires use of I.NS 3000356.0001 (Prodelin P/N 0800.101) 2.88" to 4" mast
adapter. When using these smaller size antennas (0. SM, 1.0M, 1,21v1) on a larger
NPMM, use the amount of ballast calculated by the ballast program for the 5,5' x
5,5' NPMM for whichever size antenna is being installed on the larger mount.
2. Requires use of 1.INS 3000356.0001 (Prodelin P/N 0800.101) 2.88" to 4" mast
adapter. The Cross Mast Mount has a fixed amount of ballast that is an Integral part
of the mount. Therefore, the ballast program is not used to calculate the amount of
ballast for the CMM. Chapter 6 section 9 provides a wind speed map and table to
determine where the CMM is applicable for the 1,8M antenna. Smaller antennas are
applicable to the same locations.
1 The 2.44M can be used with the 14' hexagon NPMM for special applications only
with structural engineer approval of building loads.
RECEIVED
CITY OF TUKWILA
NOV 6 1992
PERMVF CENTER
CRAFTER t, • ANTENNA MOUNTS
tLC(7O : •4ON.PEN DIRAT140 MAST MOUNTS CVERVA w
AND BALL ST CALCULATION
4.2 , OOF PREPARATION AND PADDING
When an NPMM is installed on a roof, padding material (such as Trafbloe* or Verigard Walkway Pad")
can be installed between the roof and the NPMM, For certain NPMMs the padding material is supplied
with the NPMM or can be ordered with the NPMM.
Sweep away loose rocks present on the roof structure before placing the NPMM pad on the roof in order
to prevent puncturing the roof membrane causing roof damage and/or weather leaks, The only exceptions
to this practice are:
1. Rocks are an Integral part of the roof structure and are imbedded into the roof.
2. Customer specifics that the rocks are not to be swept away from the area of NPMM
placement, This should be documented on the Customer Acceptance Report.
1 Installation personnel determine that rocks must be present due to incompatibility of pad
material with roof membrane material, You may need to enlist the expertise of a certified
roofer to determine this,
if the NPMM is to be installed on a corrugated roof, special considerations and techniques apply. Refer
to Field Service Bulletin 1074A,
43 BALLAST WEIGHT - GENERAL CONSIDERATION
The ballast weight for an NPMM mount should be engineered to meet the required design load and wind
sheer specifications for the individual FES remote. The purpose of ballast is to prevent the antenna from
being overturned or moved. The amount of ballast provided must be sufficient to hold the antenna in
position while exposed to the maximum expected winds at that location, yet the total
antenna /mount/ballast load must be less than the load bearing capacity of the roof by an adequate safety
factor. Factors which determine the required ballast include: the wind zone in which antenna is located,
the height of the antenna above tlu ground, the exposure to the wind, the type of the antenna, the size and
weight of the antenna, the type and weight of non - penetration roof mount, and the elevation angle at
which the antenna will be palmed. The HNS ballast program of D11) Configuration Editor version v3.0
uses these factors to compute the ballast weight,
The ballast program of v3.0 is similar to the ballast program of v2,0, The ballast program of v3.0
includes one NPMM (5' x 5' NPMM) which the v2,0 dues not have. The ballast program of v3.0 also
Includes the 0.75M and 1.0M rectangular antennas, (The ballast program is not applicable to the cross
mast mount.)
Normally, the amount of ballast required must be calculated before an NPMM 4 can be approved. At the
time of installation, use the precalculated and approved amount of ballast. (Do not exceed this
amount by more than 25 pounds.) Record the amount and type of ballast used on the Finished
Installation Report (FIR),
Trafbloc, c/o SIPLAST,1.800.922•8300
+' Versigard Walkway Pad
e/o Goodyear Tire & Rubber Company, Roofing Systems
(216) 706.4421
Factory 'Telephone numbers, Call for location of nearest sales office.
RECEIVED
CITY OF TUKWILA
NOV 6 1992
PERMIT CENTER
6.4.5
I1NY 29 '92 14:43 HUGHES NETWORK SYS
1)ES GENERAL REFER1 N IAM1A1.
PES- 75
6.7.4
DESCRIPtION
P
aC
1 ANTENNA MAST SUPPORT
2 BASE DIMON i&
3 BASES ANDI.E CENTSI
4 BASE ClIRT INNEf1
5 BASE GIRT OUTER
6 KNEE BRACE ANGL.t
7 HARDWARE Kh'
4
1
4
4
4
1
150 P01
Figure 7.1. Open Frame Style Square 10-ft X 1O•ft NPMM Assembly
16 1 /4'
INSIbE
BALLAST
NOT INCLUDED
RECEIVED
CITY OF TUKWILA
NOV 6 1992
PERMIT CENTER
NPMM Type
Effective Area
Square 5.5' x 5.5'
Square 8' x 8'
Square 10' x 10' panel style
Square 10' x 10' open frame style
Hexagon 13'9" or 14'3"
Cross Mast Mount
31 sq. ft
64 sq. ft.
100 sq, ft,
100 sq, ft.
166 sq. ft.
98 sq, 11.
PES OENEItAL REFERENCE MANUAL
If the antenna at a given location is repainted so that its elevation is lowered, It may be neCessaty to add
ballast. if the backup satellite is known at the time of installation, calculate the elevation to both the
primary and backup satellites. Use both elevations to determine the ballast required for the primary and
backup satellites. Install the heavier ballast if approved for this she:
The ballast program calculates the required weight of ballast. A given NPMM type may require concrete
blocks (or concrete cap blocks) to be used as ballast. The weight of these blocks varies in different pans
of the country depending on the materials used to construct the blocks. Use a scale to weigh sample
concrete blocks to determine the weight per block you will be using (often near 25 pounds for cap
blocks). Divide the ballast weight by the weight per block to determine the number of blocks required.
The minimum ballast weight for HNS NPMMs 8' x 8' or larger with antennas of 1,8M size or larger is
500 pounds.
4.4 OF LOADING CQNS'I A TIONS
The ballast program also calculates the "Engineering Roof Load" in pounds. The engineering roof load
includes the weight of the antenna, the weight of the NPMM, the ballast weight, and the force of the
maximal expected wind which would be transferred to the roof, Divide the "Engineering Roof Load" by
the roof area covered by the NPMM to get the roof loading per unit area in pounds per square foot.
The effective roof area for the PES antenna mount types is given in table 4.3,
6.4.6
Table 4.3. Effective Area of NPMM Types
The square 8' x 8' NPMM is one choice for a NPMM for PES sites where applicable, However, if the
roof loading per unit area exceeds 20 pounds per square foot *, verify that the roof can withstand the load
as outlined below, If the roof construction .is not adequate to withstand the load, a different mount is
required.
** * * * * * * * * **
*
* CAUTION *
* * * * * * * * ** **
If the roof loading exceeds 20 pounds per square foot'' for the mount
chosen, consult with a registered suuctural engineer or other qualified
professional concerning the roof construction before installing the
NPMM, Building penult departments may require a written analysis and
justification of roof loads exceeding 20 pounds per square foot*
depending on the type of roof construction,
w Some states or localities have a roof loading limit greater than 20 lb /ft (for example, 30 lb /ft or 55 lb /ft
In such a case the higher value can be used, but It must be dcrated for expected snow load.
RECEIVED
CITY OF TUKWIiA�,,
NOV 6 1992
PERMIT CENTER
•
. NPM.
Z. POE -- Tro ri roet-t
3, DILL
)C. PoE - 6eiweer doors
SITE PLAN
(Be sure to show 'North' arrow)
7 AV11.1-toN Mt L
Structural Slie Survey Report
11/04/92 08:47 FAX 206 763 9871 TRAMMELL CROW
r vv az • y d t.NW/Nttx5 NW
_ i • k
EN&INEERS- -!NORTHWE3I INC. P.S.
6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 52.2 -6888
�..t Jos No -Jos NAME PAk -M-AC t . OGLE C Engel...
SUBJECT 10 .Lc. 1oN) oc. N A--
10 SGcOI-\2 .
Nylc,00 (Ix
Amuw to
S3asE, too
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444 PAVILION 002/002
• F. Zi'Z '
DATE 11-'3-R1.
SH E ET._,J,_„_OFL
BY
•
Pt n
I.YE9 DC)
WI s ir, ?.S43■ u 4Co
EA• ENS,
RECEIVED.
CITY OF TUIQMLA
NOV. 6 1992
PERMIT CENTER
1. Studio Two 6.
£. Cardz To Go 7.
'3. Baubles & Bangles 8.
4. Available - 2,187 s.f. 9.
-5. Available - 1,860 s.f. 10.
THE . SH
PAVILF
DRESS
BARN
E
N
la
Jaclyn's
Prestige Fragrance
Available - 2,672 s.f.
Publishers Outlet
Northwest Handbag
MARSHALLS
12
3 1
PAVILION MALL GROUND FLOOR
Tram moil CrowCornpany
JEAN
NICOLE
PLUS
21 f
LOTHE
TIME
INC.
11
11. Toytand
12. Shirtz To Go
13. Pavilion Western Wear
14. Chippers
15. Available -1,540 s.f.
10
LOADING AREA & DOCK
a
/PACIFIC LINEN
a NORDSTROM RACK
BERGMAN LUGGAGE
16. Available - 309 s.f.
17. Andys Sportswear
18. Available - 309 s.f.
19. Available - 309 s.f.
20. Pavilion Gifts & Sundries
21.
•
5
o �
Express Shoe Repair