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. , <br /> . s2DJOB NCI _ DATE:4/1/19 SHEET 1 OF <br /> PROJECT St Mary Magadlan Everett, Wash. White <br /> DESIGNED BY: R. Green CHECKED BY: <br /> } t E U .' S. 104 FREYA SPOKANE, WA 99202 PH (509) 535-8183 <br /> ,,. FAX (509) 533-5880 <br /> z. <br /> Allowable stress design at 100%basic stress Exp B <br /> Permit#: S1905-002 2015 IBC, 110 mph ultimate/85 mph3 secgust <br /> Site Address: 8615 7TH AVE SE F=qzGCfAf; qz=0.00256KzKztKdVA2 <br /> Owner: ST MARY MAGDALEN PARISH-EVERETT l=1,Kd=0.85,V=110,Kzt=1, G=0.85, Cf=1.45 <br /> Tenant: [TenName] F=0.00256(110)^2(1.45)(0.85)(0.85)KzAf <br /> App.Date: 5/2/2019 x0.6 wind comb factor19.5KzAf lbs. <br /> Proposed Use: <br /> Description: INSTALL MONUMENT SIGN AREA Kz FORCE Y M <br /> 44 0.57 4.9e-1 2.5 1.2215 <br /> 10 0.57' Lie-1 5.83 6.5e-1 <br /> Reviewed By: Dateaf Z� di�1 1.3 0.57 1.4e-2 6.85 9.9e-2 <br /> O 0 <br /> Office Set Job Site Set Fire/Planning Set 0 0 <br /> 0 0 <br /> O 0 <br /> O 0 <br /> I i—o ` i �1�‘ [` 1 ' \ O 0 o <br /> i .� ,- � 2- 7 z \-it, <br /> / ♦ / 0 0 <br /> O 0 <br /> -14 0 0 <br /> \-- 0 0 <br /> _ J.I 0 0 <br /> �� I,l 55.3 6.1 a-1 1.9677 <br /> P=. 3.0165. Sb= 7.7e-1 <br /> ____ T-t_ ba _.__ M= 3.1958 W=. 3 <br /> 1 a= 1.3216 L= 3 <br /> I 1 -1-,5, 2.ti 'kzV '4 x, fs= 1.5216 D= 2 <br /> -7 } t-t IQ I H 1444 Pipe wt= 0.04 V= 110 <br /> IA 3/16 1 'FS ot= 1.4158 <br /> I ., 1_,,, 91 Conc vol 18 Cu. ft <br /> Zi; 9 i I Tong Use T.S. 2.5 in x 2.5 in x 3/16 in tube min. <br /> • <br /> ® - '' ` I ).L 1 I/2X 1 1/2 X 1/4 X'2'-,° FOOTING <br /> �' Fe-! -__ . each side column Try 3'-0" wide x 3'-0" long x 2'-0" deep <br /> (6) P=0.26+0.15(2)(3)(3) =3.017 k <br /> Co 143'-O" /#5x 2:-k" Ed M=1.968+2(0.61) =3.20 k-ft <br /> a=3(112-M/P)=3(3/2-(3.2/3.017)=1.322 ft <br /> ELEVATION fs=2P/aW=2(3.017)/(1.322)(3)=1.522 ksf <br /> P M <br /> z ,c,‘33- E 1,-7,, N-4, nom mil 1 <br /> Rp , fs---i ,xo <br /> , 1 c <br /> ¢ . Steel:ASTM A500 Gr B y=46 ksi <br /> `N ;° s- CITY OF EVERET Reinf: ASTM A615 Gr.60 <br /> AL'e�: REVIEWED FOR PERMIT Concrete: 2500 psi @ 28 days=f'c ,__ <br />