1302 SE EVERETT MALL WAY ULTA 2025-09-10

r 8 7 6 5 4 3 Z I 18'-0"(216") # DESCRIPTION BY DATE NOTE; WALL CONSTRUCTION AT SIGN LOCATION:STUCCO OVER 5/8 PLYWOOD OVER FRAME IEcItlas -------------------`n-------------------n---------- ------n------------------Yr r ----------------- r------- nNi Lai � II BRANDING THE WORLD 'i UAUFT FORCE(Y DIRECTION) II D I FU=qxO.SSxCZxA=(13.17)x0,85x(211)x(189)= 4470J0 lbs I Headquarters Angle=ATAN(DA/H)=(6)J(4.83)= 51.15 deg 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 D Force Horizontal to wall=FU 'TAN(Angle)=(4470.7)*(L24)= 5549.84 lbs Northeast Division 4'-6" I u 707 Commerce Dr.Concord,NC 28025 (54"� Number Of Attachments 26 Load=(5549.84)J(25)= 213.46 lbs(Each) Western Division jI f I 1586 High Meadows Way Cedar Hills,TX 75104 I;I Smallest attachment 318"LagJTapcon;Area(Shear)= 0.08284 MA2 Shear Stress=forcelurea=j(213.46)/(0,08284)111000= 2.577 ksi (okay) 1-soo-77z-7s3z atlasbtw.com I; PROPRIETARY AND CONFIDENTIAL II Wind Away From Building THE INFORMATION CONTAINED IN THIS -------------------------------------------------------------------------------------------------------------------------------------------------------------- WALL ZONE 5 DRAWING IS THE SOLE PROPERTY OF OPEN ENDED AWNING 1 FRONT VIEW OF FRAME DETAIL P=Fw,1D=q(GC)A(Eq.29.3-1; __ GC - -1.4 )( g ATLAS SIGN INDUSTRIES. ANY ( )- (away from wall)(Fig-30.3-1} REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF Note.(Gi Cpi)=0(Sec29.3.2);Ae$<10 sf ATLAS SIGN INDUSTRIES IS PROHIBITED, ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 91512023 qz wwa= (13.173) * (-1.4)_ -18.4 psf(acting as pullout) TITLE 503 AWNINGATSTOREFRONT 11;59AM ULTA BEAUTY Attachment engineering only Awning Length = 18.00 AREA= 87.00 P=(-18.44)/(87)= -1604.52 Design and engineering of awning internal structure by others AwningHeight<H= 4.83 (normal to wind direction) 541N x 216IN AWNING C Wind Load per IBC 7th Edition,2020;ASCE 7-16 ADDRESS D(POSUREC,-RISK CATEGORYB LETTERS ATTACHMENTTO WALL 1402 SE EVERETT MALL WAY VuLT= 105 mph(IBC Fig.1609.3(1);Risk Category 11 14 SECURE LOGO&BORDER TO WALL THRU ELEMENT BA CKS WITH C VAaD= 82 =Vutr x(0.6)"2(BC Table 1609.3.1) 318"DIA.x 5"LONG S.S.LAG SCREWS THRU CLIPS AND WALL EVERETT,WA No.of Attachments(effective)= 14 No.of Loaded= 9 DRAWING NO Uplifton awnings perlancauskas&Holmes,Wind toad on Structures Loaded=(-16M.52J J(9)= -178.28 lbs E N G-167612-S03 Method o Check up Smallest attachment 114"LagJTapcon;A= 0.0269 in 2 REV. 2.0 lity wind inward building; fJancauskas&Holmes A � O r^ Awning height=hA= 14.83 Wall Height-hh 18.OW Awning Depth,DA= 6.00 Shear Stress=force/area=((-178.28)J(0.0269)J/1000= -6.628 k51(Okay) DATE 07121/2023 (Measured from Floor) Awning Height,H= 4.83 Allowable pullout(with inspection):P= 130 #EAC14(Ref.•ESR-1671) NAME DATE ASCEChapter30,Part 1,components and cladding Total Resistance= 1820 # DRAWN BY BH 04/04/2023 q,=0.00256 K,Kzt Kd Ke(VASD)"2(Eq.27.3-1) (RESISTING)-> 1820 lbs > 1604.521bs(APPLIED) :. (okay) PROJECT MGR. J.EMMERICH Mean Roof Height= 18.000 <25';(Table 26,10-1) (fable 26.6.1) 72"PROJECTION K== 0.898 Kzr= 1 Ke= 0.85 K.= 1 qz=0.00256`Kr*Krt•Kd`Ke"'(VASD)"2(Eq.25.10-1) B =0.00256'(0.898)(1)(0.85)(1)(82)A2= 13.17 psf; -> 0.0132 ksf ENGINEER INFORMATION NAME: Thomas F.Lubanovic,P.E. ADDRESS: 1077 Blue Heron Boulevard B Rivieria Beach,Florida UPUFTCALCUTATION E-MAIL: THOMAS.L@ATLASBTW.COM Awning Length = 216 in;Width= 72 in sf 8y LICENSE: FL 56659 WA PE 42657 18.00 ft;Width= 6 X Area=(18)x(6)= 108 sf Code Provisions for Sign Installation: International Building Code 7 Edition:2020 Note.,Add Decorative BarArea= 0 sf 4'-3" Wind load perASCE7-16;IBC section Uplift Area 108 4,.10„ (511 1609.1.1;1620;Exposure C;Risk Category II FU=q xO.85x CZxA (58") V,=180 mph;Fig.1609.3(1)-County Code. hA= 14.83 hA/hh=(14.833)/(18) = 0.82 1 certify that the sign.letters, etc. hh= 1E.00 hA/DA=(14.833)/(6)= 2.47 attachments meet or exceed the DA= 6.OD requirements of the 2020 IBC for wind speed,V„,= 110mph. Perlancauskas,CZ=1.0+(n x hA/DA)(Maximum is 4.0) XNCISL Digitally signed byTHOMAS F AthA/hh=0.77,rr= 0.45 CZ=LO+(0.45x2.47)= 2.11 D INTERIOR TRUSS 8' g4R Ub' Z �. of WAsy,� �� LUBANOVIC UPLIFT'CALC->FU=qxO.85xCZxA=(13.17)x0.85x(2.LU)x(108)= 2554.69 lbs o �w cT °� DN: c=US, o=Florida, A WIND SPEED AT THE SITE IS VDLT=98 mph. ti CIDn (IBC 1609.311) -County Code) - dnQualifier=A01410C00000188 A This item has been digitally signed and sealed 42657 DA47FC4900001EA4, �� tip ww� cn=THOMAS F LUBANOVIC ° by Thomas F. Lubanovic, P.E. on 09.05.2023. k CIST Printed copies of this document are not consi- SSIONALti�G Date: 2023.09.05 13:02:36 -04,00 dered to be signed and sealed, and the signa- Adobe Acrobat version: ture must be verified on any electronic copies ExPIREs JULY 17, 2025 2023.003.20269 A 7 6 5 4 3 � t