1302 SE EVERETT MALL WAY ULTA 2025-09-10

' f 8 7 6 5 4 3 Z I # DESCRIPTION BY DATE 31'-6"(378") h.0 EXTEND PROJECTION TO 72" WBF 07/21/2023 _ _______ _ at1as ___________ _ it ni i i i ul I I) D C I i ` ' ` I �� i� Headquarters I� i I i iii i EI II 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 D iii u' I iii I " 4'-6" Northeast Division 54" tl (� 707 Commerce Or.Concord,NC 28025 I i I II Western Division E !� qi �i II i 1586 High Meadows Way Cedar Hills,TX 75104 u I I e -----'- ------ ------ ��--- ---- ----------- ------ ----- - ------------ ---- ---- -- -- - 1-800-772-7932 atlasbtw.com q PROPRIETARY AND CONFIDENTIAL ULTA BEAUTY-EVERETT,WASHINGTON-(144534) 91512023 Wind Awa From Buildin THE INFORMATION CONTAINED IN THIS Y 9 DRAWING IS THE SOLE PROPERTY OF SO4 AWNING ATSTORE FRONT 12.02PM WALL ZONE 5 ATLAS SIGN INDUSTRIES. ANY P=Fwn,o=q(GC)A(Eq.29,3-I);:_(GC)= -S4 (owa REPRODUCTION IN PART OR ASAWHOLE Attachmentengineering only yf--wall)(Fig.30.3-1) WITHOUT THE WRITTEN PERMISSION OF Design and engineering of awning internal structure by others Note:(GiCpi)=0(Sec 29.3.2);A�ff<10sf ATLAS SIGN INDUSTRIES IS PROHIBITED. Wind Load perlBC7th Edition,2020;ASCE 7-16 gz.=(13.173)x(-1.4)= -19A psf(acting as pullout) TITLE EXPOSUREC;RISKCATEGORYII Awning Length= 18.00 AREA= S7.00 P=(-18.44)1(87)= -1604.52 ULTA BEAUTY VULT= 105 mph(IBC Fig.1W9.3(1);Risk Category ll Awning Height,H= 4.83 (normal to wind direction) (h 6 541N x 2161N AWNING C VA$o= 82 =VuLr x(0.6)"(IBC Table 1609.3.1) W LETTERS ATTACHMENT TO WALL ADDRESS Uplift on awnings perlancauskas&Holmes,Wind Load onStructures 1a SECURELOGO&BORDER TO WALL THRU ELEMENTBACKS WIT14 1402 SE EVERETT MALL WAY 318"D1A.x5"LONG S.S.LAG SCREWS THRU CUPSAND WALL C No.of Attachments(effective)= 14 No.of Loaded= 9 EVERETT,WA Check uplift wind toward building:Method of.lancauskas&Holmes Loaded=(4604.52)1(9)= -178,28 lbs DRAWING NO Awningheight=hA= 14.93 wall Height-hh= 1x.00o Awning Depth,DA= 6.00 Smallest attachment l/4'Lag/Tapcon;A= 0.0269 iMA2 ENG-167612-SO4 (MeasuredfromFloor) Awning Height H= L83 Shear Stress=force/area=((-178.28)/(0.0269)j/1000= -6.628 ksi(okay) REV.# 2.0 ASCEChapter30,Partl,components and cladding Allowable pullout(with inspection):P= 130 AtEACH(RepESR-1671) DATE 07/21/2023 4 OF 4 qz=0.00256 K, Kzt Kd Ke(VASD)A2(Eq.27.3-1) Total Resistance= 1820 At (RESISTING)-> 1820 lbs > 1604.52lbs(APPUED) :.(okay) NAME DATE Mean Roof Height= 18.000 <25',(Table 26.104) (Table 26.E-1) Wind Away From Building DRAWN BY BH 04/04/2023 K,= 0.898 Kzr= 1 Kd= &85 K4= 1 WALL ZONE 5 PROJECT MGR. J.EMMERICH P=FwtD=q(GC)A(Eq-29.3-1);=_(GC)= -1.4 (awayf--wall)(Fig-30.3-1) A ff<10 sf 72"PROJECTION Note:(Gi Cpi)=0(Sec 29.3.2);Ae qi=0.0025fi`KZ` Kzt'Kd" Ke' (NASD} 2(Eq.26.10-1} q z wixd=(13.173)' (-1.4)_ -18.4 psf(aging as pullout) =0.00256*(0.898)(1)(0.85)(1)(82)A2= 13.17 psf; --> 0.0132 ksf Awning Length= 18.00 AREA= 07.00 P=(-18.44)/(87)= -1604.52 14 1 B UPLIFTCALCULATION it it AwningHeight,H= 4.83 Inormaltowinddirection) ENGINEER INFORMATION Awning Length= 216 in;Width= 72 in sf LETTERS ATTACHMENTTOWALL NAME: Thomas F. nBoul P.E. ADDRESS: 1077 Blue Heroeron Boulevard B 18.00 ft;Width= 6 ft;Area=(18)x(6)= 108 sf 14 SECURELOGO&BORDER TO WALL THRUELEMENTBACKSWITH Rivieria Beach,Florida Note:Add Decorative&arArea= 0 Sf 3/8"D1A.x5"LONG S.S.LAG SCREWS THRU CLIPS AND WALL E-MAIL: THOMAS.L ATLASBTW.COM UphftArea- 108 gg No.of Attachments(effective)= 14 No.of Loaded= 9 LICENSE: FL 56659 WA PE 42657 FU=gxO.85xCZxA Loaded=(-16M52)/(9)= -178.28 lbs Code Provisions for Sign Installation: hA= 24.83 hA/hh=(14.833)/(18)= 0.S2 International Building Code 7'"Edition:2020 hh= 18.00 hA/DA=(14,833)/(6)= 2.47 �5 1) Smallest attach men tl/4-Lag/Tapcon;A= 0.0269 MA2 Wind load per ASCE7-116;620;Exposure IBC C;Rion iskII DA= Cx00 4'-10" Shear stress=force/area=((-178.28)/(0.0269))/1000= -6628 ksi(okay) (58") Vu,r=180 mph;Fig.1609.3(1)-County Code. Perlancauskas,CZ=1.0+(nxhA/DA)(Maximum is4.0) Allowable pullout(with inspection):P= 130 #EACH(Ref:ESR-1671) I certify that the sign.letters,etc. Total Resistance= 1820 At attachments meet or exceed the AthA/hh=0.77,n= 0.45 CZ=LO+(0.45x2.47J= 2.11 (RESISTING)-> 1820 Ibs > 1604.52 lbs(APPLIED) :.(okay) requirements of the 2020 IBC for wind speed,V.,T= 110mph. UPUFTCALC->FU=q x 0,85xCZxA=(13.17)x 0.85x(2.11)x(108)= 2554.69 lbs u INTERIOR TRUSS � NCISLU Digitally signed byTHOMASF wnsr�f w� LUBANOVIC o -w ,�- �� °� DN: c=US, o=Florida; A WIND SPEED AT THE SITE)S d,=98 mph. o (IBC 1609.3(1) -County Code) - ° dnQualifier=A01410C00000188 A DA47FC4900001 EA4, This item has been digitally signed and sealed _1PP 42657 by Thomas F. Lubanovic, P.E. on 09.05.2023. °.��tsTERti°��1s`{�� Cn=THOMAS F LUBANOVIC Printed copies of this document are not consi- SIONALti� Date: 202309.05 13:04:31 04 00 dered to be signed and sealed, and the signa- Adobe Acrobat version: ture must be verified on any electronic copies 2023.003.20269 - ExP(REs JULY 17, 2025 R 7 6 5 4 3 9 1