1402 SE EVERETT MALL WAY 2023 ULTA Plans 2025-07-02

r 8 7 6 5 4 3 2 I REVISIONS 18'-0"(216") # DESCRIPTION BY DATE 9111 . NOTE: WALL CONSTRUCTION AT SIGN LOCATION:STUCCO OVER 5/8 PLYWOOD OVER FRAME I oatias E u I Si R Tr 2 j Si 7 ! u 'r I ` 11 BRANDING THE WORLD , ` i UPLIFT FORCE(Y DIRECTION) 1 I FU=qx0.85xCZxA=(13.17)x0.85x(2.11)x(189)= 4470.70 lbs D Headquarters Angle=ATAN(DA/H)=(6)/(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)*(1.24)= 5549.84 lbs Northeast Division 4'-6" l+ L L 1 707 Commerce Dr.Concord,NC 28025 (54") Number of Attachments= 26 Load=(5549.84)/(25)= 213.46 lbs(Each] h Western Division I i 1586 High Meadows Way Cedar Hills,TX 75104 ' I Smallest attachment 3/8"Lag/Tapcon;Area(Shear)= 0.08184 inn2 I 1 Shear Stress=form/area=j(213.46j/(0,08284)j/100D= 2.577 ksi (okay) 1-800-772-7932 atlasbtw.com - j i I IQ N ( u PROPRIETARY AND CONFIDENTIAL I Wind Away From Building THE INFORMATION CONTAINED IN THIS x WALL ZONE 5 DRAWING IS THE SOLE PROPERTY OF OPEN ENDED AWNING 1 FRONT VIEW OF FRAME DETAIL P=F wilily=q(GC JA(Eq.29.3-1); :(GC)= -1.4 (away from wall)(Fig.30.3-1) AT INDUSRIES. ANY REPRODUC TIIOS SIN IN PARTTOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF Note:(GICpi)=0(Sec 29.3.2);A eig<10 sf ATLAS SIGN INDUSTRIES IS PROHIBITED. ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 9/5/2023 qzD= (13.173) * (-1.4)= -18.4 psf(acting as pullout) TITLE SO3 AWNING AT STORE FRONT 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 Awning Height,H= 4.83 (normal to wind direction) 54IN x 216IN AWNING C Wind Load perlBC7th Edition,2020;ASCE7--16 ADDRESS EXPOSURE C;RISK CATEGORY B LETTERS ATTACHMENT TO WALL 1402 SE EVERETT MALL WAY VuLr= 105 mph(IBC Fig.1609.3(1);Risk Category II 14 SECURE LOGO&BORDER TO WALL THRU ELEMENT BACKS WITH C VA,D= 82 =VOLT x(0.6)11(IBC Table 1609.3.1) 3/8"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 Uplift on awnings per Jancauskas&Holmes,Wind Load on Structures Loaded=(-1604.52)/(9)= -178.28 lbs ENG-167612-S03 Check uplity wind towardSmallest attachment 1/4"Lag/Tapcon;A= 0.0269 inA2 REV.# 2.0 building;Method ofJancauskas&Holmes4 O r^ Awning height=hA= 14.83 Wall Height-he 18.000 Awning Depth,DA= 5.00 Shear Stress=force/area=j(-178.28)/(0.0269)J/1000= -6.628 ksi(okay) DATE 07/21/2023 = (Measured from Floor) Awning Height,H= 4.83 Allowable pullout(with inspection):P= 130 #EACH(Ref::ESR-1671) NAME DATE ASCE Chapter30,Part 1,components and cladding Total Resistance= 1820 it DRAWN BY BH 04/04/2023 ' q,=0.00256 K,Kzt Kd Ke(VASD}A2(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) (Table 26.6.1) _ 72"PROJECTION _. K,= 0.898 K,,= I Ke= 0.85 K.= 1 q==0.00256`Kr*Kzt*Kd*Ke*(VASE/)"2(Eq.2610-1) E ENGINEERING B =0.00256'(0.898)(1)(0.85)(1)(82)^2= 13.17 psf; -> 0.0132 ksf ENGINEER INFORMATION NAME: Thomas F.Lubanovic,P.E. ADDRESS: 1077 Blue Heron Boulevard B Rivieria Beach,Florida UPLIFTCALCULA7ION 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 ft;Area=(18)x(6)= 108 sf Code Provisions for Sign Installation: International Building Code 7 Edition:2020 Note:Add Decorative Bar Area= 0 sf 4'3" Wind load per ASCE7-16;IBC section Uplift Area 108 4'-0" (51^) 411111th 1609.1.1;1620;Exposure C;Risk Category II - FU=gx0.85xCZxA (5 8") VI.,=180 mph;Fig.1609.3(1)-County Code. hA= 14.83 hA/hh=(14.833)/(18) = 0.82 I certify that the sign.letters, etc. hh= 18.00 hA/DA=(14.833)/(6)= 2.47 attachments meet or exceed the _ DA= 6.00 requirements of the 2020 IBC for wind speed,V „= 110mph. Perlancauskas,CZ=1.0+(n x hA/DA)(Maximum is 4.0) 'i11 1- p,NCISL Digitally signed byTHOMAS F At hA/hh=0.77,n= 0.45 CZ=sO+(0.45x2.47)= 2.11 D INTERIOR TRUSS 111 8' •• 0 Ub' Q P OF WAsy� 1� LUBANOVIC UPLIFT CALC->FU=qx0.85xCZxA=(13.17)x0.85x(2.11)x(108)= 2554.69 lbs O �� cT °G DN: c=US, o=Florida, A WIND SPEED AT THE SITE IS VDLT=98 mph. i. ? 1. n (IBC 1609.3(1) -County Code) -% dnQualifier=A01410C00000188-lor DA47FC4900001 EA4, This item has been digitally signed and sealed 1?4'42657_Q ww� cn=THOMAS F LUBANOVIC by Thomas F. Lubanovic, P.E. on 09.05.2023. '{, CISTER \� , 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 8 I 7 6 S f 4 3 2 1