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8 7 6 3 + 4 3 2 I <br /> REVISIONS <br /> 18'-0"(216") # DESCRIPTION BY DATE �-'■`� <br /> n <br /> { nt'atlas <br /> I' CJ fI CJ I E. <br /> il I BRANDING THE WORLD <br /> ' � 1 I ( � NOTE: WALL CONSTRUCTION AT LOCATION:STUCCO OVER 5/8 PLYWOOD OVER FRAME <br /> E <br /> D <br /> UPLIFT FORCE(Y DIRECTION) Headquarters <br /> 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 D <br /> FU=q x 0.85 x CZ x A=(13.17)x 0.85 x(3.23)x(54)= 1950.03 lbs <br /> Angle=ATAN(DA/H) 3 483 = 31.83 degNortheast Division <br /> i 707 Commerce Dr.Concord,NC 28025 <br /> 4'-6" "I Force Horizontal to wall=FU e TAN(Angle)=(1950.03)*(0.62)= 1210.36 lbs <br /> _ <br /> (54") ;l " - Western Division <br /> 1586 High Meadows Way Cedar Hills,TX 75104 <br /> I. Number of Attachments= 14 Load=(1210.36)/(14)= 86.45 lbs(Each) <br /> 1-800-772-7932 atlasbtw.com <br /> nl 0 0 0 I_ B 0 C) Smallest attachment 3/8"Lag/Tapcan;Area(Shear)= 0.08284 ini2 <br /> :1 <br /> " I ! 1 Shear Stress=force/area=((8645)/(0.08284)J/1000= 1044 ksi(okay) PROPRIETARY AND CONFIDENTIAL <br /> f I 4 I THE INFORMATION CONTAINED IN THIS <br /> DRAWING IS THE SOLE PROPERTY OF <br /> OPEN ENDED AWNING(FRONT VIEW OF FRAME DETAIL ATLAS SIGN INDUSTRIES. ANY - <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=Fwwo=q(GC)A(Eq.29.3-1); ....(GC)= -1.4 (away from wall)(Fig.30.3-1) <br /> Note:(G i C pi)=0(Sec 29.3.2);A eff<10 sf TITLE <br /> ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 9/5/2023 q z law= (13.173) * (-1.4)_ -18.4 psf(acting as pullout) ULTA BEAUTY <br /> SO5 AWNINGATSTOREFRONT 12:06PM 54IN x 216IN AWNING <br /> C Attachment engineering only Awning Length = 18.00 AREA= 87.00 P=(-18.44)/(87)= -1604.52 <br /> AwningHeight,H= 4.83 (normal to wind direction) ADDRESS <br /> Design and engineering of awning internal structure by others g 1402 SE EVERETT MALL WAY <br /> Wind Load per iBC7th Edition,2020;ASCE 7-16 C <br /> EXPOSURE C;RISK CATEGORY II LETTERS ATTACHMENTTO WALL EVERETT,WA <br /> VUL,= 106 mph(IBC Fig.1609.3(1);Risk Category II 14 SECURE LOGO&BORDER TO WALL THRU ELEMENT BACKS WITH DRAWING NO <br /> VAso= 82 =VuLrX(0.6)tn(IBC Table 1609.3.11 3/8"DIA.x5"LONG S.S.LAG SCREWS THRU CLIPS AND WALL. ENG-167612-S05 <br /> No.of Attachments(effective). 14 No.of Loaded= 9 <br /> Uplift on awnings per Jancauskas&Holmes,Wind Load on Structures Loaded=(1604.52)/(9)= -178.28 lbs REV.# 2.0 <br /> DATE 07/21/2023 4 OF 4 <br /> -R. Check upFfiy wind toward building:Method of Jancauskas&Holmes Smallest attachment 1/4"Lag/Tapcon;A= 0.0269 in42 <br /> Awning height=hA= 14.83 Wall Height-he= 18.000 Awning Depth,DA= 6.00 Shear Stress=force/area=((-178.28)/(0.0269)J/1000= -6.628 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 /> ASCE Chapter 30,Part 1,components and cladding Total Resistance= 1820 # PROJecTMGR. J.EMMERICH <br /> q,=0.00256 K,Kzt Kd Ke(VASD)A2(Eq.27.3-1) (RESISTING)-> 1820 lbs ) 1604.52Mbs(APPLIED) __(okay) <br /> 72"PROJECTION <br /> Mean Roof Height= 14000 <25';(Table 26.10-1) (Table 26.6-1) ENGINEERING <br /> ._ K,= 0.898 K,r= 1 Ky= 0.85 K,= 1 <br /> B ENGINEER INFORMATION <br /> q,=0.00256A K,* Kzt*Rd* Ke*(VASD)A2(Eq.26.10-1) WIND SPEED AT THE SITE IS V„LT=98 mph. NAME: Thomas F.Lubanovic,P.E. <br /> =0.00256*(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 /> UPLIFT CALCULATION 84 LICENSE: FL 56659 WA PE 42657 <br /> Awning Length = 216 in;Width= 36 in sf Code Provisions for Sign Installation: <br /> International Building Code 7 Edition:2020 <br /> 18.00 it 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'-10n (511 • 1609.1.1;1620;Exposure C;Risk Category II <br /> _ Uplift Area= 54 (5 8") V==180 mph;Fig.1609.3(1)-County Code. <br /> FU=gx0.85xCZxA <br /> I certify that the sign.letters,etc. <br /> hA= 14.83 hA/hh=(14.833)/(18)= 0.82 attachments meet or exceed the - <br /> hh= 18.00 hA/DA=(14.833)/(3)= 4.94 requirements of the 2020 IBC for <br /> DA= 3.00 wind speed,V LT= 110mph. <br /> perJancauskas,CZ=1at(nxhA/DA)(Maximum is ILO) i-i-Q Ncrs Digitally signed by THOMAS F <br /> D INTERIOR TRUSS 8" S4 L�'8 LUBANOVIC <br /> athA/hh=0.77,n= 0.45 CZ=10+(0.45x494)= 3.23 '1 O4r oeWASIN, `4, - - <br /> UPLIFT CALL--)FU=q x 0.85xCZxA=(13.17)x 0.85x(3.23)x(54)= 1950.03 lbs i �Qit, <br /> '°' D N: c=US,S, o=Florida, <br /> A ,. dnQualifier=A01410C00000188 <br /> DA47FC4900001 EA4, A <br /> This item has been digitally signed and sealed ,p 4,. 42657 q`,, cn=THOMAS F LUBANOVIC <br /> byThomas F. Lubanovic, P.E. on 09.05.2023. -� SISTER \1, <br /> - Printed copies of this document are not consi- S-/oNALti�G Date: 2023.09.05 13:06:21 -04r 00 <br /> - dered to be signed and sealed, and the signa- Adobe Acrobat version: <br /> ture must be verified on any electronic copies EXPIRES DULY 17, 2025 2023.003.20269 <br /> I f I <br /> 7 6 .5 4 3 <br /> A 9 1 <br />