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5329 EVERGREEN WAY FITZHUGH BUILDING 2018-01-02 MF Import
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5329 EVERGREEN WAY FITZHUGH BUILDING 2018-01-02 MF Import
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Last modified
1/28/2020 2:16:57 PM
Creation date
1/28/2020 2:14:38 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5329
Tenant Name
FITZHUGH BUILDING
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YN{S SE4 �:' <br /> CITY QF EVERETT �K,�WING� S3�Al.! <br /> REViEWE�: -!''R PERMIT s� �� "�s �� � ` <br /> AT Al.�. 3'S�s"�S, <br /> Tube Art <br /> Wind Load/Footin� Formulas <br /> ' Calculation per U.B.0 1897 F�cposure: C Wnd Load: 80 <br /> i Date 3/19/2004 Design Wind Pressure p=CeCqCf-1 <br /> r-s• <br /> Job Name Seattie Jeweiry p_�5 Z4 34 <br /> -1 Location Everett �$_20 <br /> � Calculated By shawn ` 25.94 <br /> � Manclaclure 8 fnzlail one�t)doude lace intemaliy ltuminaled 0-25 27.32 <br /> 25-30 <br /> � `cexlandinq sign vith electronic mrssaqe cemec Ov�r211 Height: 23' 30.-00 30.08 <br /> ; � ..�e,e ana�ams ue�n.�ca�c�m wma c�rx ; . 40-60 32.83 <br /> � - �J:xamm�t:¢tminm7varue7Mxamw�iMaxmmn ' 60-80 35.13 <br /> d ..��..�„�����,m��m.�.��,�,2� <br /> /J� ; -- • . •:� � �<s.mP,aszvan.;nm,��zzo-izaaM. Sect�on Hei <br /> "� ✓ � _ :-;��nxm�s��,�am.na�sRo-izwmK. ght Vlidth Sf.Area Pressure PSF Force Lb. Hei nt Ft. Moment Lb.-Ft. <br /> A 9.42 7.42 69.8964 tb.94 1813.11262 18.71 33923.33705 <br /> ".�����h�'a�awM1e m Cr.v wM wn ma e72o-t..+M o�e. . <br /> i �•r'•a Ee Olc Pr1�.'367 rn�ti . <br /> 4� e...��-� .a9oami:¢ia�an,occmvms B 14 0.67 9.38 15,8�7644 <br /> � � 24.34 228.3092 7 q <br /> � ���.� .:'.u:n�UVlalmmmmval�lRul � Cr - <br /> -�-' � 0 p <br /> - � o �qece�cmxmnm.nC�mrat65smeseumoaunmznc�zWr. ' � 0 p p <br /> `C; E ° o 0 <br /> Totals 79.2764 2041.42102 - <br /> �•S Q� = 35521.50745 <br /> � .'�9�W�Vd!{Wtl BIY� <br /> i '^ <br /> � - S req= (Moment Lb:Ft.total) 36 X.6 X 1.33 5 req= 14.838 in3(For Single Pole Sign) <br /> M 1000 S req= 7.4�9 jn3 (For poubie Pole Sign) <br /> N <br /> Description of Pipe Required Wall Lb./Ft. Sm.in3 <br /> �-C�� Option A 8'SCH 40 PI?E � 0 322 28 55�� <br /> Ap rov� ^�plfa e wiih , Ophon B <br /> n e,�/� � zo ng, S'O+� = i; �9is et nar erm�� <br /> �"'r'-� req ir Foundation Calculation <br /> / �7 . �"�a BY _ ate Singie Pole Si9n P= 2.041 <br /> �J � i '/ Pia �nin. ��pt. Double Pole Sign p= �,py� <br /> � 666 <br /> h= 17.400 <br /> Single Pole A= 2.34 X P ( 2.041422 ) A= 1.104 <br /> ApploVad as te compliance with 5•� /3 x .4 4.5 4.5 <br /> - zontng, SEPA and discretionar (DeP�) (��PS� (Flg.widlh) (Fig,Length) <br /> require ents. Y Permit <br /> 0.680 6.36A � <br /> By �- Date��L`I�0`{ d_ o.ssz s.aso <br /> Plannin De t. A 1+54RT( 1+ 4.36 x h ) d= 5.161 <br /> , x E��-�G'llC S�S���1\ CG'✓�Iv� 2 <br /> 1 A <br /> ` w� �MC �j.C,{�d� ll, j(o, ��� FootingDimentions Width: 4.5 <br /> , �-. LenghL• 4.5 <br /> y N � � ' �y = Depth: 5.161 <br /> ` Plan Check No.: 50403-016 Yds. Concr 3.870526 <br /> I� I �+' ` I I• � Job Address: 5329 EVERGREEN WAY <br /> �j�� i I ` Owner: FIiZHUGH,GEORGE <br /> � �d Tenant: SEATTLE]EVJELP.Y <br /> lit <br /> Application Date: 03/29/2004 <br /> Proposed Use: <br /> �- Type of woric: POLE SIGt� <br /> q�b`� office Se� ]ob Se U reJPlanning Se <br /> Tu�{. x ' " �3 3� O`'I s <br /> ` y 6 Approved For Permit: Date: Y�.� <br /> TciseAnr D�rnuxs,Ixe 2�jo OCCmENTAL AVENIIE S SE�iTLE�WA <br />
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