|
•
<br /> I Sign Design Based On 2015 IBC ANALYSIS
<br /> Velocity pressure
<br /> q,=0.00256 K,K,,K0/' = 22.38 PSF
<br /> Job# JTS_208420 where:
<br /> ( Project Panda Express-Menuboard q"=velocity pressure at height h.(Eq.29.3-1,page 249)
<br /> T33/8" - Job Location 11610 Evergreen Way K"=velocity pressure woos ure coefficient = 0.85
<br /> Everette WA evaluated at height abuse gRnd.level,h(Tab.29.3-1,page 251)
<br /> lc,=wind direc8onatityfactor.(Tab.26.6-1,page 194) = 0.85
<br /> INPUT DATA
<br /> Elpoaefe category(B,Cof D) = C Wind Force Case A:resultant force through geometric center
<br /> Maxhodmntal wind pressure= p=q"GC,. c 30 PSF
<br /> Risk Category = II where: G=gust effect factor.(Sec.26.9,page 198). = 0.85
<br /> Ultimate Design Wlndspeed VUiT = 110 MPH Cr=net force coefficient(Fig.29.4-1,page 252) 1.59
<br /> Topographic factor = 1 Flat =Ka A,=8s=the gross area 29.77 FT'
<br /> SIGN CABINET Height of the sign h = 5.58 FT Estimated sign cabinet weight = LBS
<br /> Average Vertical dimension(for wall,s=h) s = ' 4.09 FT
<br /> 3'-11 3/B" Horizontal dimension B = 7.28 FT DESIGN SUMMARY
<br /> Dimension of return corner L, = 0.75 FT Allowable Stress Design Wind Factor= 0.60
<br /> Design Wind Pressure= 0.6 x p= 18.20 PSF
<br /> 5'-7" Design Windforce,F= 18.20 x As= 0.54 KIPS
<br /> Moment Arm= 3.51 FT
<br /> Design Moment= F x Moment Arm= 1.90 KIP-FT
<br /> 141/2" I
<br /> Footing Design(Nonconstrainedl
<br /> i .. ___. ___ I I Diameter= 2.00 FT
<br /> B- I Soil Pressure= 100.00 PSF/FT
<br /> 11 3/8"DIA. S,= , 283.33 PSF
<br /> HSS 4"X 4"X 114" © © I BOLT CIRCLE
<br /> STL SO.HSS I EMBED.= 4.25 FT
<br /> E HSS4"X4"X1/4"
<br /> I I - k,, A
<br /> { STL SQ.HSS r 24" DIA. NTH=4'-3-
<br /> I I I 1"DIA.,24"MIN.EMBED.
<br /> TYP,'1/4" O GALV.STL ANCHOR BOLTS,TYP. Pole
<br /> Sec.Mood.Req'degh Design. STL.SQ.HSS
<br /> d . USE A500 GR.B
<br /> S= 0- HSS 4"x 4" "x 114 S= 3.90
<br /> ( \ `�PL 14 STL 1/2" IA.,X 1"THK. 83 I r (OK)
<br /> I1 Anchor Design GALV.STL.ANCHOR BOLT
<br /> ti BASE PLATE Tension Req'c USE F 1554 GR.36
<br /> •..A) T= 1426 I 1"DIA,x 24"MN EMB® r T= 17070
<br /> I, 18'FROST DEPTH ,t=1" N.T.S. Shear Req'd.
<br /> -'- V = 180 'V = 9110
<br /> •
<br /> 4.-3" _ Unity= '(1426 I'17070) +r (180 I' 9110)=1).10 <1(OK)
<br /> " Base Plate STL.PLATE
<br /> Thickness Req'd. USE A36
<br /> _ CONSOLIDATED -_ 11• 11" 11" I~1 1/2" PL 14 1/2"Dia.,x 1"Tick.. 11- 1.00 (OK)
<br /> CONC.f'c=2500 PSI 1 1/2"- - _�I - _I I 1 -
<br /> (2)#4 TIES TOP 5" Bolt Design GALV.STL.THRU430LTS
<br /> #4 TIES @ 6"O.C. -i - t I I I 5!8"DIA.,GALV.STL. Tension Req'd. USE A307
<br /> TOP 24" ! • �I T= 1030 518"DOA., T= 6910
<br /> I #4 TIES 12"0.C. 5" 3" THRU-BOLTS I
<br /> 1 TYP. Shear Req'd.
<br /> REMAINDER - -- QO pO V 68 'V- 3680
<br /> (6)#6 VERTS. 1. V
<br /> Unity= 2 1030 I'6910) +• (68 /' 3680)=15.17 <1(OK)
<br /> - 24"DIA - 3"CLEARANCE 1" -- HSS 4"X 4"X 1/4"
<br /> 1 YP. STL PLATE 518"
<br /> 1/4" I/ STL SQ.HSS Match Plate STL.PLATE
<br /> Thickness Req'd. USE A36
<br /> ELEVATION MATCH PLATE E'E I PL 36"x 5"x 5/8" r I= 0.63 (OK)
<br /> N.T.S. ✓.t-5/8" N.T.S.
<br /> NOTES:
<br /> /�j��� GENERAL: STEEL: WELDING: CONCRETE:
<br /> CN • SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2015 IBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14
<br /> ,•sr s..,-----:-:-.--..r.,_- • PROVIDE ISOLATION OF DISSIMILAR MATERIALS. -PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1./D1.3 • COMPRESSIVE STRENGTH AT 28 DAYS,f'•2500 PSI
<br /> -„ • COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. •WIDE FLANGE:ASTM A992 •AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM.
<br /> 7
<br /> II • THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. - ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. • E70 XX ELECTRODE FOR SMAW PROCESS. • CEMENT TYPE II OR IV.W/C RATIO 0.45 BY WEIGHT FOR
<br /> ''"', - 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.
<br /> • ER7 XX ELECTRODE FOR GTAW PROCESS. PIER AND CAISSON
<br /> STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. - FOOTINGS CONCRETE MUST BE POURED AGAINST
<br /> •
<br /> •SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS •ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 E70T XX ELECTRODE FOR FCAW PROCESS. UNDISTURBED EARTH.
<br /> ALL EXPOSED STEEL TO BE PRIMED 8 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 PRODUCE MAINTAIN A MINIMUM 3"CONCRETE COVER OVER ALL
<br /> - WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF B
<br /> •`._ OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. •ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM A276 EMBEDDED STEEL.
<br /> AT ZERO 0°AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION
<br /> �Q ANCHORS: •ALL BOLTS TO BE ZINC COATED:ASTM B633 TEST METHOD OR MFG'S.CERTIFICATION.
<br /> tiv, ^� •BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON •DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ALUMINUM SOIL:
<br /> \k V PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2(100
<br /> <� DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. PSF/FT).MODIFIED PER SECTION 1806.3.4.
<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-TO WITH 0.098 LBS PER CUBIC INCH.
<br /> www.yjinc.com SHEET TITLE: DRN BY: M.L. DATE LAST REVISED: Dec 16,2020 REV.NO. REV.DATE REVISED BY PROJECT JOB 8:JTS_208420_Panda Express_Menuboard_Evergreen Way_Evered_WA.dwg
<br /> (�• P.O.BOX 802050 PANDA R' Sj CHK BY: T.J. PROJ.START DATE: Dec 11,2020 1 -I-1- - PROJECT LOCATION: PANDA EXPRESS SHEET#
<br /> ° D SANTA 0700 A,CA.91380 MtE 1VTJ B OJA B _ 11610 EVERGREEN WAY
<br /> J J' - r \ -1 r REV BY: T.J. SCALE: AS SHOWN 2 -I-I_
<br /> TEL.(661)259-0700 FAX.(661)259-0900 EVERETi,WA 1 OF
<br /> C:I1 Y OF 1:2‘► RE t 1
<br /> I-r!f'V[r=vit. i7f"! Fr'l�r t)r=iV
<br /> �I6
<br />
|