|
Sign Design Based On 2018 WSBC
<br /> Job# JTS_89923
<br /> Project Kaiser Perm anente Everett Specialty Center-ST.02.2i/30
<br /> Job Location 2930 Maple Street
<br /> Everett,WA
<br /> 26'-4" -i INPUTDATA CONSIDER LOGO
<br /> Exposure category(B,C or D) = C
<br /> 2'-8 7/16"----J I T-1 1/8" I I 14'-6 5/8" I Risk Category = II
<br /> CHANNEL LETTER, I I TYP. 1/4"DIA.GALV.ST'L. I Ultimate Design Windspeed VULT = 100 MPH
<br /> j 7d, ,/r i TYP. i A THRU-BOLTS,TYP. I Topographic factor K�r = 1 Flat
<br /> �w { ?'.,.. r. r. r. —' Height of the sign h = 70.00 FT
<br /> g< 2-6 4 I j j •JD:i •!D: I /\ T Vertical dimension(forwall,s=h) s 2.50 FT
<br /> 1 711 L�`J( L,
<br /> TY1{P. �•% j :1 "' `' V-83/4" Average Horizontal dimension B 1.98 FT
<br /> Dimension of return corner L, = 0.78 FT
<br /> LOGO
<br /> TYP (AREA CONSIDERED) ANALYSIS
<br /> Velocity pressure
<br /> ELEVATION q,=0.00256IK K,,I dV2K,, = 25.46 PSF
<br /> N.T.S. where:
<br /> qi=velocity pressure at height h.(Eq.26.10-1 page.268)
<br /> K,=velocity pressure exposure coefficient = 1.17
<br /> evaluated at height above gRnd.level,h (Tab.26.10-1, page 268)
<br /> Ka=wind directionalityfactor.(Tab.26.6-1, page 266) = 0.85
<br /> -- KS=ground elevation factor,see(Tab.26.9-1,page 268) = 1.00
<br /> M'TL.PANEL OVER 9 3/8"-�
<br /> 2x BLOCKING BY OTHERS Wind Force Low Rise Buildings (Sec.30.4.2&29.4)
<br /> OVER STUD WALL M'TL.PANEL OVER 4 3/8" Max horizontal wind pressure=p=q,GCp= = 42.91 PSF
<br /> 2x BLOCKING BY OTHERS
<br /> OVER STUD WALL I GCp=external pressure coefficients(Fig.30.5-1,page 363) 0.90
<br /> �I 5" If As=B s=the gross area = 5.0 FT2
<br /> I I
<br /> 1/4"DIA.GALV.ST'L. 1/4"DIA.GALV.ST'L. DESIGN SUMMARY
<br /> THRU-BOLTS,TYP. THRU-BOLTS,TYP. Allowable Stress Design Wind Factor= 0.6
<br /> LOGO Design Wind Pressure= 0.6 x p= 16.00 PSF
<br /> P-1000 UNISTRUT LEDGER Design W indforce,F = 16.00 x As= 0.08 KIPS
<br /> TO SPAN A MIN.(2)STUDS
<br /> LAG TO STUDS,TYP.
<br /> 3/8"I.D.COMPRESSION CHANNEL LETTER,
<br /> SLEEVE,TYP. TYP Sign Parameters:
<br /> 3/8"I.D.COMPRESSION Weight of cabinet, DL= 21 LBS
<br /> SLEEVE,TYP. P-1000 UNISTRUT LEDGER Vertical distance between anchors,y= 1.58 FT
<br /> TO SPAN A MIN.(2)STUDS b(return)= 0.78 FT
<br /> LAG TO STUDS,TYP.
<br /> Offset from wall= 0.50 FT
<br /> Min. no.of top or bott.anchors= 1 NO.
<br /> Anchor Design GALV. S7L.THRU-BOLT
<br /> Tension Req'd. USE A307
<br /> n SECTION SECTION 1/4"DIA., T = 1100
<br /> ~ LOGO N.T.S. LETTERS N.T.S. Shear Req'd.
<br /> City of Everett Permit Review V1 (5, , ,100; V = 590
<br /> Unity
<br /> = (10 1 590)= 0.06 <1 (OK)
<br /> EVERETT Status: Reviewed for Permit NOTES :
<br /> WASHINGTON
<br /> 11/27/2023 2:47:54 PM GENERAL: STEEL: WELDING:
<br /> SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2018 WSBC STEEL
<br /> �I��y�� PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1./D1.3
<br /> COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE:ASTM A992 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
<br /> THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. E70 XX ELECTRODE FOR SMAW PROCESS.
<br /> �® ®�WAS ® E70S XX ELECTRODE FOR GMAW PROCESS.
<br /> /� • PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF � HSS ROUND,SQUARE,AND RECTANGULAR TUBE:ASTM A500 GRADE B
<br /> ER7 XX ELECTRODE FOR GTAW PROCESS.
<br /> - STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT.
<br /> E70T XX ELECTRODE FOR FCAW PROCESS.
<br /> [w SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
<br /> 4 d --- -- ALL EXPOSED STEEL TO BE PRIMED&PAINTED(POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 OR ASTM A449
<br /> a—�_ WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB
<br /> �'/) OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM A276 AT ZERO 0"AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION
<br /> ALL BOLTS TO BE ZINC COATED:ASTM B633 TEST METHOD OR MFG'S.CERTIFICATION.
<br /> 5-470 �nJ ANCHORS: DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ALUMINUM
<br /> ®
<br /> BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN O PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
<br /> PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING:ALUMINUM FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL.
<br /> ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH.
<br /> OTEL.
<br /> www.yjinc.00m SHEETTITLE: ;A FS�EJR P E�R;MrA NEON TJEJ EJV EAR E�1��'�J DRN BY: J.A. DATE LAST REVISED: Sep 26,2023 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS-89923_Kaiser Permanente Everett Specialty CenterSignage_Maple_Everett_WA.dwg
<br /> P.O.BOX 802050 SP E CJIrA L 1J�Yr CJE N'�JE R/ CHKBY: T.J. PROJ.STARTDATE: APR.28,2023 1 -/-/-- PROJECT LOCATION: KAISER PERMANENTE EVERETT SPECIALTY CENTER SHEET#SANTA CLARITA,CA.91380 REV BY: T.J. SCALE: AS SHOWN 2 _/-/-- _ 2930 MAPLE STREET
<br /> (661)259-0700 FAX.(661)259-0900 N �,0 2s.2=130 _ EVERETT,WA 1 OF 1
<br /> PLOTTED BY: Natalie Chavez ON 9/26/2023 2:21:28 P 3 -/--/--
<br />
|