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

Sign Design Based On 2018 WSBC Job# JTS_89923_R Project Kaiser Permanente Everett Specialty Center-ST.32.201.cus Job Location 2930 Maple Street Everett,WA INPUT DATA Exposure category(B,C or D) = C 4 0 - Risk Category = II Ultimate Design VMndspeed V.LT = 100 MPH I� . Topographic factor K t = 1 Flat TM Height of the sign h = 10.00 FT TYP. I I Vertical dimension(forwall,s=h) s = 5.50 FT A 3/8"DIA.,S.S.HAS-R THREADED Horizontal dimension B = 4.00 FT —.—.—.—.— ANCHOR ROD x 4"MIN.EMBED. Dimension of return comer Lr = 0.25 FT I `J ` HILTI HIT-HY 200 V3+HAS R 316 ADHESIVE ANCHOR w I ICC-ESR#4868,TYP. ANALYSIS 00 Velocity pressure 0 o O q,=0.00256 K V.K,V2K, = 18.50 PSF V. ; 4 ; 4 where: BRICK VENEER OVER %=velocity pressure at height h.(Eq.26.10-1 page.268) 1"AIR GAP OVER Kz=velocity pressure exposure coefficient = 0.85 3" INSULATION OVER evaluated at height above gRnd.level,h (Tab.26.10-1, page 268) 4 4 ° MIN.6"GONG.WALL K,=wind directionality factor.(Tab.26.6-1, page 266) = 0.85 3'-9 1/2" e''.°'' 'e' '. e' '. 3/8"DIA.,S.S.HAS-R THREADED Ka=ground elevation factor,see(Tab.26.9-1,page 268) = 1.00 4'-0" TYP SIGN CABINET 'sD '�D e:- :D.:'0.: ANCHOR ROD x4"MIN.EMBED. HILTI HIT-HY 200 V3+HAS R 316 SIGN CABINET 1,4 �' ° 4. ' ADHESIVE ANCHOR Wind Force Low Rise Buildings (Sec.30.4.2&29A) ICC-ESR#4868,TYP. Max horizontal wind pressure=p=q,GCp PSF GCp=external pressure coefficients(Fig.305-1,page 363) 1.04 A,=Bs=the gross area = 22.0 FTz v DESIGN SUMMARY Allowable Stress Design Wind Factor= 0.6° ° Design Wind Pressure= 0.6 x p= 16.00 PSF — — o 0 0� °' •°' Design Windforce,F = 16.00 x As= 0.35 KIPS Sign Parameters: Weight of cabinet,DL= 89 LBS ELEVATION A CONNECTION DETAIL Vertical distance betweenanchors,y= 3.79FT N.T.S. N.T.S. b(return)= 0.25 FT Offset from wall= 0.50 FT Min.no.of top or bott.anchors= 3 NO. Anchor Design HILTI HIT-HY 200 V3 ADHESIVE+HAS-R 316 ADHESIVE ANCHOR Tension Reqd. USE ICC-ESR#4868 City of Everett Permit Review T = 95 3/8"DIA.,S.S.ANCHOR ROD x T = 1901 Shear Req'd. 4"MIN.EMBED. EVERETT Status: Reviewed for Permit V = 22 V = 2047 WASHINOTON Unity= (95 / 1901 ) + (22 / 2047)=0.06 <1(OK) 11/27/2023 2:48:41 PM NOTE:SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER ICC-ESR#4868 NOTES : GENERAL: STEEL: WELDING: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2018 WSBC STEEL ��y�� PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS DIA./D1.3 COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE:ASTM A992 . AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. �® 0 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.®�IW� 0 PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF HSS ROUND,SQUARE,AND RECTANGULAR TUBE:ASTM A500 GRADE B E70S XX ELECTRODE FOR GMAW PROCESS. STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. ER7 XX ELECTRODE FOR GTAW PROCESS. ES. r SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 E70T XX ELECTRODE FOR FCAW PROCESS. J ALL EXPOSED STEEL TO BE PRIMED&PAINTED(POWDER COAT AS AN ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 OR ASTM A449 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCEWELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB ® OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM A276 AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION rB 52470 ALL BOLTS TO BE ZINC COATED:ASTM B633 nj TEST METHOD OR MFG'S.CERTIFICATION. i 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 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. 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. www.yjinc.com SHEET TITLE: r \ r : -1 J ,�'_l \' �' 1 r3 i -�l r�l r� DRN BY: J.A. DATE LAST REVISED: Jul 27,2023 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS_89923_Kaiser Permanente Everett Specialty Center Signage_Maple_Everett WA.dwg Cks ® KAISER PERMANENTS EVERETT - G•> P.O.BOX 802050 S'p EJ i E L 1 r� 'r r r� 1 1 r�R CHK BY: T.J. PROJ.START DATE: APR.28,2023 1 07/27/23 J.A. PROJECT LOCATION: KAISER PERMANENTE EVERETT SPECIALTY CENTER SHEET# �J� OJT Y C E N T E 2930 MAPLE STREET ® SD SANTA CLARITA,CA.91380 �l r� 1) JJ r f r REV BY: T.J. SCALE: AS SHOWN 2 /-/- - EVERETT,WA 1 OF 1 r TEL.(661)259-0700 FAX.(661)259-0900 5 T,3 2=2 0 I=C U S PLOTTED BY: Natalie Chavez ON 7/27/2023 5:00:35 P 3 -/-/-- -