2930 MAPLE ST 2023 GROUP HEALTH Plans 2025-03-27

Sign Design Based On 2018 WSBC Job# JTS_89923 Project Kaiser Perm anente Everett Specialty Center-ST.02.2i/30 Job Location 2930 Maple Street Everett,WA 26'-4" INPUTDATA CONSIDER LOGO Exposure category(B,C or D) = C Z-8 7/16"----A l T-1 1/8" I 14'-6 5/8" I Risk Category = II CHANNEL LETTER, I I TYP. 1/4"DIA.GALV.ST'L. I Ultimate Design Windspeed VULT = 100 MPH � TYP. A THRU-BOLTS,TYP. I Topographic factor K�r = 1 Flat w I -,lti%`, •` XX r. r. I T. —'T Height of the sign h = 70.00 FT g a 2-6 4 I j •JD�I •!D I /\ I Vertical dim ension(forwall,s=h) s = 2.50 FT :: T LL„ V-8 3/4„ o TYP i j I Average Horizontal dimension B = 1.98 FT J. - - :T - I :T - - - r: :T - :T r. — 1 Dimension of return corner L, = 0.78 FT TYPA LOGO (AREA CONSIDERED) ANALYSIS Velocity pressure ELEVATION q,=0.00256KiKnIdV2K,, = 25.46 PSF N.T.S. where: qi=velocity pressure at height h.(Eq.26.10-1 page.268) K,=velocity pressure exposure coefficient = 1.17 evaluated at height above gRnd.level,h (Tab.26.10-1, page 268) K,=wind directionalityfactor.(Tab.26.6-1, page 266) = 0.85 -- Ke=ground elevation factor,see(Tab.26.9-1,page 268) = 1.00 M'TL.PANEL OVER 9 3/8"-� 2x BLOCKING BY OTHERS Wind Farce Low Rise Buildings (Sec.30.4.2&29.4) OVER STUD WALL M'TL.PANEL OVER 4 3/8" Max horizontal wind pressure=p=q,GCp= = n-91 PSF 2x BLOCKING BY OTHERS OVER STUD WALL I GCp=external pressure coefficients(Fig.30.5-1,page 363) 0.90 As=B s=the gross area = 5.0 FT2 I I 1/4"DIA.GALV.ST'L. 1/4"DIA.GALV.ST'L. DESIGN SUMMARY THRU-BOLTS,TYP. THRU-BOLTS,TYP. Allowable Stress Design Wind Factor= 0.6 LOGO Design Wind Pressure= 0.6 x p= 16.00 PSF P-1000 UNISTRUT LEDGER Design W indforce,F = 16.00 x As= 0.08 KIPS TO SPAN A MIN.(2)STUDS LAG TO STUDS,TYP. CHANNEL LETTER, 3/8"I.D.COMPRESSION TYP Sign Parameters: SLEEVE,TYP. 3/8"I.D.COMPRESSION Weight of cabinet, DL= 21 LBS SLEEVE,TYP. P-1000 UNISTRUT LEDGER Vertical distance between anchors,y= 1.58 FT TO SPAN A MIN.(2)STUDS b(return)= 0.78 FT LAG TO STUDS,TYP. Otfset from wall= 0.50 FT Min. no.of top or bott.anchors= 1 NO. — Anchor Design GALV. S7L.THRU-BOLT Tension Req'd. USE A307 A SECTION B SECTION 1/4"DIA., T = 1100 LOGO N.T.S. LETTERS N.T.S. Shear Req'd. Cityof Everett Permit Review = 1° V = 59D Unity= (51 I 1100) + i 10 r 590)= 0.06 <1 (OK) EVERETT Status: Reviewed for Permit NOTES : WASHINGTON 11/27/2023 2:46:39 PM GENERAL: STEEL: WELDING: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2018 WSBC STEEL ��I��y�� WITH ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1./D1.3 COAT ALUMINUM IN CONTACT CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE:ASTM A992 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. UT C 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. �® ®� ® E70S XX ELECTRODE FOR GMAW PROCESS. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF HSS ROUND,SQUARE,AND RECTANGULAR TUBE:ASTM A500 GRADE B AI( anh a- ER7 XX ELECTRODE FOR GTAW PROCESS. STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. � E70T XX ELECTRODE FOR FCAW PROCESS. o 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 ALL EXPOSED STEEL TO BE PRIMED&PAINTED(POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 OR ASTM A449 WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB r8 0 ) 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 ALL BOLTS TO BE ZINC COATED:ASTM B633 TEST METHOD OR MFG'S.CERTIFICATION. 5-470 �nJ ANCHORS: DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ALUMINUM ® BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN rL00\�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. Off\ PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING:ALUMINUM FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH. po��- www.yjinc.com SHEETTITLE: 1K;AFS�EJR PE�R1MrANE�NIr EJVEM:E�1��W DRNBY: J.A. DATE LAST REVISED: Sep26,2023 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS89923KaiserPermanenteEverettSpecialtyCenter Signage_MapleEverett WA.dwg J�� J �P.O.BOX 802050P ECJIrA L 1JJYr CJE N'�JE R/ CHKBY: T.J. PROJ.STARTDATE: APR.28,2023 1 -/-/-- PROJECT LOCATION: KAISER PERMANENTE EVERETT SPECIALTY CENTEREET SANTA CLARITA,CA.91380 REV BY: T.J. SCALE: AS SHOWN 2 __/__ _ 2930 MAPLE STREET TEL. 661 259-0700 FAX. 661 259-0900 S''�-1=0 2,21r 30 EVERETT,WA 1 OF 1 ( j ( j PLOTTED BY: Natalie Chavez ON 9/26/2023 2:21:28 P 3 -/--/-- —