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8 7 6 S 4 3 2 I <br /> Mki <br /> 18'-0"(216") # DESCRIPTION BY DATE <br /> n n n ------rr------------------ -------------------rr-------------------rT - <br /> las <br /> I at <br /> NOTE: WALL CONSTRUCTION ATSIGN LOCATION:STUCCO OVER 5/8 PLYWOOD OVER FRAME I BRANDING THE WORLD <br /> II; I Headquarters <br /> I UPLIFT FORCE(Y DIRECTION) <br /> I I I 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 D <br /> I; I FU=q x 0.85x CZxA=(13.17)x 0.85x(3.23)x(54)= 1950.03 lbs <br /> u <br /> Angle=ATAN(DA/N)_(3]f(4,83)= 3283 deg <br /> Northeast Division <br /> 707 Commerce Dr.Concord,NC 28025 <br /> 4'-6" 9I Force Horizontal to wall=FU a TAN(Angle)=(1950.03)*(0.62)= 1210.36 lbs <br /> (54") " Western Division <br /> 1586 High Meadows Way Cedar Hills,TX 75104 <br /> Numberof Attachments= 14 Load=(1210.36)f(14)= 8&45 lbs(Each] <br /> n <br /> 1-800-772-7932 atlasbtw.com <br /> in <br /> III . Smallest attach men t3f8"Lag/Tap con;Area(Shear)= 0.09284 ini <br /> u I Shear =((8645)/(0.08284)Jf10i 1-044 ksi(okay) PROPRIETARY AND CONFIDENTIALII THE INFORMATION CONTAINED IN THIS <br /> ---------------------------------- <br /> """"""""""-""----"-- DRAWING IS THE SOLE PROPERTY O <br /> ATLAS SIGN INDUSTRIES. ANY <br /> OPEN ENDED AWNING(FRONT VIEW OF FRAME DETAIL <br /> Wind Away From Building REPRODUCTION IN PART OR AS A WHOLE <br /> WITHOUT THE WRITTEN PERMISSION OF <br /> WALL ZONE 5 ATLAS SIGN INDUSTRIES IS PROHIBITED. <br /> P=F wigo=q(GC)A(Eq.29.3-1); :_(GC)_ -L4 (away from wall)(Fig.30.3-1) <br /> TITLE <br /> Noi(G i C pi)=0(Sec 29.3.2);A eg<10 sf <br /> ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 91512023 qz wnro= (13.173) * (-1.4)_ -18.4 psf(acting as pullout) U LTA BEAUTY <br /> SOS AWNINGAFSTOREFRONT 12:06PM 541N x 2161N AWNING <br /> C Attachmentengineeringonly Awning Length = 18.00 AREA= SZOO P=(-18.44)1(87)= -1604.52 <br /> Awning Height,H= 4.83 normal to wind direction ADDRESS <br /> Design and engineering of awning intem Awng g � <br /> al ( ] 1402 SE EVERETT MALL WAY <br /> Wind Load per iBC7th Edition,2020;ASCE7-16 C <br /> ERPOSUREQ RISK CATEGORYII LETTERS A TEA CHMENT TO INA LL EVERETT,WA <br /> VULT= 105 mph(IBC Fig.1609.3(1);Risk Category II 14 SECURE LOGO&BORDER TO WALL THRU ELEMENT BACKS WITH DRAWING NO <br /> VASD= 82 =VuLTX(0.6)""(ii Table 1609.3.1) 3/8"DIA.x5"LONG S.S.LAG SCREWS THRUCUPSANDWALL ENG-167612-S05 <br /> No.of Attachments(effective)= 14 No.of Loaded= 9 <br /> Uplift on awnings perJancauskas&Holmes,Wind Load on Structures Loaded=(-1604.52)/(9]= -178.28 lbs REV'# 2.0 <br /> Check upTfiy wind toward building:Method ofJancauskas&Holmes Smallest attachment 1/4"LagfTapcon;A= 0.0269 MA2 DATE 07121/2023 4 0 F 4 <br /> Awning height=hA= 14.83 Wall Height-hh= 18.000 Awning Depth,DA= 6.00 Shear Stress=force/area=((-178.28)/(0.0269)j/1000= -6628 ksi(okay) NAME DATE <br /> (Measured from Floor) Awning Height;H= 4.83 DRAWN BY BH 04/04/2023 <br /> Allowable pullout(with inspection):P= 130 #EACH(Ref:ESR-1671) <br /> ASCEChapter3o,Partl,components and cladding Total Resistance= 1920 # PROJECT MGR. J.EMMERICH <br /> q,=0.00256 K,Kzt Kd Ke(VASD)A2(Eq.27.3-1) (RESISTING)-> 1820 lbs > 1604.52lbs(APPLIED) _-(okay) <br /> 72"PROJECTION <br /> Mean RoofHerght= 1&000 <29 (Table26,10-1) (lable26.6-1) <br /> ■ <br /> _ K,= 0.898 K,r= 1 K y= 0.85 K,= 1 <br /> B It ENGINEER INFORMATION <br /> q,=0.002561 K�* Kzt*Kd* KO(VASD)A2(Eq.26.10-1) WIND SPEED AT THE SITE IS VOLT=98 mph. NAME: Thomas F.Lubanovic,P.E. <br /> =0.002S6*(0.898)(1)(0.85)(1)(82)A2= 13.17 psf; --a 0.0132 ksf (IBC 1609.3(1) -County Code) ADDRESS: 1077 Blue Heron Boulevard B <br /> Rivieria Beach,Florida <br /> E-MAIL: THOMAS.L@ATLASBTW.COM <br /> UPLIFTCALCULADON Ar LICENSE: FL 56659 WA PE 42657 <br /> Awningtengdh = 216 in;Width= 36 in sf Code Provisions for Sign Installation: <br /> International Building Code 7 Edition:2020 <br /> 18.00 ft;Width= 3 ft;Area (18)x(3)= 54 sf 4'.3" Wind load per ASCE7-16;IBC section <br /> Note:Add Decorative Bar Area 0 sf 4'.10" (511 1609.1.1;1620;Exposure C;Risk Category II <br /> Uplift Area= 54 (58") V_=180 mph;Fig.1609.3(1)-County Code. <br /> FU=gxO.85xCZxA <br /> I certify that the sign.letters,etc. <br /> hA= 14.83 hA/hh=(14.833)/(18)= 0.92 attachments meet or exceed the <br /> hh= 18.00 hA I DA=(14.833)f(3)= 4.94 requirements of the 2020 IBC for <br /> DA= 3.00 wind speed,V ,= 110mph. <br /> perJancauskas,CZ=LO-r(nxhAIDA)(Maximum is4.0) NCIS Digitally signed byTHOMAS F <br /> D INTERIOR TRUSS 8' C 4 L�'8 LUBANOVIC <br /> athA/hh=0.77,n= 0.45 CZ=LO+(0.45x494)= 3.23 2 F. of WAS <br /> o 1 DN: c=US, o=Florida, <br /> UPLIFT CALC--)FU=q x O.S5xCZxA=(13.1T)x O.85x(3.23)x(54)= 1950.03 lbs <br /> A - dnQualifier=A01410C00000188 <br /> A <br /> DA47FC4900001EA4, <br /> This item has been digitally signed and sealed �° 4,�42657�o q cn=THOMAS F LUBANOVIC <br /> ST <br /> b Thomas F. Lubanovic, P.E. on 09.05.2023. �� NAL <br /> - Printed copies of this document are not consi- <br /> dered to be signed and sealed, and the signa- Adobe Acrobat Version: <br /> ture must be verified on any electronic copies EXPIRES JULY 17, 2025 2023.003.20269 <br /> i3 7 6 .5 4 i 1 <br />