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• ' 8 7 6 5 4 3 2 I <br /> I I I i, I <br /> REVISIONS <br /> # DESCRIPTION BY DATE '1\ <br /> ' 31'-6"(378") 2.0 EXTEND PROJECTION TO 72" WBF 07/21/2023 � <br /> atIas <br /> ,i i a O I G . a a ' a , o a' ' o <br /> • i o i c ' oA. <br /> BRANDING THE WORLD <br /> ' <br /> II ' i i i i i i <br /> D I) I ` ' ' ` I 11 1 Headquarters <br /> 11 i I ( 1 i Ei ' 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 D <br /> 4'-6" ill Northeast Division <br /> (54") °° pill 707 Commerce Dr.Concord,NC 28025 <br /> kl Western Division <br /> pp9ll�� 1586 HighMeadows Way Cedar Hills,TX 75104 <br /> INM= <br /> i o a o a a I o-II a � 0 <br /> ` 1-800-772-7932 atlasbtw.com <br /> I I.111111.I1111111M IIIMIIIIII II I � <br /> PROPRIETARY AND CONFIDENTIAL <br /> ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 9/5/2023 Wind AwaFrom Building THE INFORMATION CONTAINED IN THIS <br /> 9 DRAWING IS THE SOLE PROPERTY OF <br /> SO4 AWNING ATSTORE FRONT 12:02 PM WALL ZONE 5 ATLAS SIGN INDUSTRIES. ANY <br /> P=F,.mia=q(GC (Eq.29.3-1);:_(GC]= -14 (awayREPRODUCTION IN PART OR AS A WHOLE <br /> Attachment engineering onlyfrom wall)(Fig,30,3-1) WITHOUT THE WRITTEN PERMISSION OF <br /> Design and engineering of awning internal structure by others Note:(GiCI )=0(Sec 29.3.2);Ae0<20sf ATLAS SIGN INDUSTRIES IS PROHIBITED. <br /> Wind Load per IBC 7th Edition,2020'ASCE 7-16 gzwum=(13.173)z(-1.4)= -18.4 psi(acting as pullout) <br /> TITLE <br /> EXPOSURE C;RiSK CATEGORY ii Awning Length= 18.00 AREA= 87.00 P=(-18.44)/(87)= -1604.52 ULTA BEAUTY <br /> VULT= 106 mph(IBC Fig.1609.3(1);Risk Category II Awning Height,H= 4.83 (normal to wind direction) (ah c W 6 54I N x 216I N AWNING <br /> C VAsa= 82 =V usr x(0.6)'n(IBC Table 1609.3.1) <br /> LEIILRS ATTACHMENT TO WALL ADDRESS <br /> Uplift on awnings perJancauskas&Holmes,WindLoudonStructeres 14 SECURE LOGO&BORDER TO WALL S11-RIHRU EMENTBACKS D 1402 SE EVERETT MALL WAY <br /> 3/8"DIA.x 5"LONG S.S.LAG SCREWS THRU CLIPS AND WALL. C <br /> No.of Attachments(effective)= 14 No.of Loaded= 9 EVERETT,WA <br /> Check upliiZ wind toward building:Method of Jancauskas&Holmes Loaded=(-1604.52)/(9)= -178.28 lbs DRAWING NO <br /> Awning height=hA= 14.83 Wall Height-hh= 1&000 Awning Depth,DA= &DO SmoRestattachment l/4'tag/Tapeon;A= 0.0269 inn2 ENG-167612-SO4 <br /> (Measured from Floor) Awning Height,H= 4.83 Shear Stress=force/area=((-178.28)/(0.0269)1/1000= -6.628 ksi(okay) <br /> REV.# 2.0 <br /> ASCE Chapter 30,Part 1,components and cladding Allowable pullout(with inspection):P a 130 #EACH(Ref:ESR-1671) DATE 07/21/2023 4 OF 4 <br /> Total Resistance= 1820 # <br /> qz=0.00256 K, Kzt Kd Ke(NASD) 2(Eq.27.3-1) - - <br /> (RESISTiNG)-> 1820 lbs > 1604.52 lbs(APPLIED) :.(okay) NAME DATE <br /> Mean Roof Height= 18.000 <25';(Table 26.10-1) (Table 26.6-1) Wind Away From Building DRAWN BY BH 04/04/2023 W- <br /> _-_ K,= 0.898 K=;= 1 Kd= 0.85 K4= 1 WALL ZONE 5 PROJECT MGR. J.EMMERICH <br /> P=Fw.=a(GC JA(Eq.29.3-1);=_(GC)= -1.4 (away from wall)(Fig.30.3-1) <br /> n72"PROJECTION Note:(Gi Cpi)=0(Sec 29.3.2);A eff<10 sf <br /> qi=0.0025fi`KZ` Kit*Kd* Ke' (NASD} 2(Eq.26.10-1) q z,v,vd=(13.173)* (-1.4)= -18.4 psf(acting as pullout) <br /> =0.002S5*(0.898)(1)(0.85)(1)(82)^2= 13.17 psf; --> 0.0132 ksf <br /> I Awning Length= 18.00 AREA= 87.00 P=(-18.44)/(87)= -1604.52 ENGINEERING <br /> B UPUFTCAtCULA770N Awning Height,H= 4.83 (normalfowinddirection) ENGINEER INFORMATION <br /> Awning Length= 216 in;Width: 72 in sf LETTERS A7TACHMFNTTOWALL NAME: Thomas F.Lubanovic,P.E. <br /> ADDRESS: 1077 Blue Heron Boulevard B <br /> 18.00 ft;Width= 6 ft;Area=(18)x(6)= 108 sf 14 SECURELOGO&BORDER TO WALLTHRUELEMFNTBACKSWITH Rivieria Beach,Florida <br /> Note:Add DeCOmtive&arArea= 0 sf 3/8"DIA.xS"LONGS.S.LAGSCREWSTHRUCLIPSANDWAIL E-MAIL: THOMAS.L ATLASBTW.COM <br /> Uphft Area- 108 gg No.of Attachments(effective)= 14 No.of Loaded= 9 LICENSE: FL 56659 WA PE 42657 <br /> fU=gx0.85xCZxA loaded=(-1604.52)/(9)= -178.28 lbs Code Provisions for Sign Installation: <br /> hA= 14.83 hA/hh=(14.833)/(18)= 0.82 International Building Code 7'Edition:2020 <br /> hit= 18.00 hA/DA=(14.833)/(6)= 2.47 (51) Smallestaltachmentl/4 Lag/Tapcon;A= 0.0269 mini <br /> 6W109.1 1nd �1620;Exposure C; sk per ASCE7-16;IBC tCategory II <br /> DA= C>00 4'-10" Shear Stress=force/area=((-178.28)/(0.026911/1000= -b628 ksi(okay) <br /> ion <br /> (5s^) V„,r=180 mph;Fig.1609.3(1)-County Code. <br /> Per lancauskas,CZ=LO+(nxhA/DA)(Nlaximumis4.0) Allowable pullout(withinspection):P= 130 #EACH(Ref:ESR-1b71J Icertifythatthesign.letters,etc. <br /> Total Resistance= 1820 # attachments meet or exceed the <br /> At hA/hh=0.77,n= 0.45 CZ=LO5x(2.1 x2.47J= 2.11 (RES1Sion):P� 1820 lbs 1604.5216s(APPLIED) :.(okay) requirements of the 2020 IBC for <br /> wind speed,VULT= 110mph. <br /> UPUFTCALC->FU=q x 0.85xCZxA=(13.17)x 0.85x(2.11)x(108)= 2554.69 lbs <br /> III NCIS Digitally signed by THOMAS F <br /> u INTERIOR TRUSS $' �0 L& <br /> Q I eS of wnsti/ -14, LUBANOVIC <br /> o �w ,r�- moo.. °L DN: c=US, o=Florida; <br /> A WIND brttu AT THE SITE IS VULT=98 mph. �` j \ <br /> (IBC 1609.3(1) -County Code) ' _,� dnQualifier=A01410C00000188 A <br /> ` DA47FC4900001EA4, <br /> This item has been digitally signed and sealed �0 4, 42657�o wk, cn=THOMAS F LUBANOVIC <br /> by Thomas F. Lubanovic, P.E. on 09.05.2023. .off Gts-rER �\ <br /> - Printed copies of this document are not consi- S0/ONALE�� Date: 2023.09.05 13:04:31 -04 00 <br /> dered to be signed and sealed, and the signa- Adobe Acrobat version: <br /> ture must be verified on any electronic copies 2023.003.20269 <br /> - EXPIRES JULY 17, 2025 <br /> 8 7 6 5 t 4 . 1 3 2 I 1 <br />