Specifications aui°2ao-a>297
73or ,0,9 rAtcyrm
RECEIVED
NOV 18 2021
CITY OF TIGARD
Y. .J INC . SIGN ENGINEERIBUILDINGDIVISION
November 8,2021
Structural Calculations
Prepared For:
Acorn Sign
4100 West Clay Street
Richmond,VA
Project:
JTS_214021
LL Flooring#1331 —Wall Sign
7301 SW Dartmouth
Tigard, OR
Prepared By:
YJ Inc.
P.O. Box 802050
Santa Clarita, CA 91380
PRO
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EXPIRES: 06/30/2023 '\
Total 9 - pages including cover
I Sign Design Based On 2019 OSSC - II
-
18-6 34"
Job. JTS 214021
3' I I EQ. TYP. Project LL Flowing s1331-NNII Sign
TYP.' 1'~—TYP. ^ Job Locamn 7301 SWdeDaHrnouth
—— -I O • • ' • • e—3/8"DIA..2 VT NOM.EMBED. 1NPVi DATA
HILTI KB-TZ 2 S.S.EXP. Exposure ce•
aANCHOR,ICC-ESRN4266. goryl6.0 or DI = C
TYP. Risk Category It
�
D UPomeb Design WIn93Maa 4,. 6 54 MPH
ljr FT
µopogtpm:lector KFlat
„ 1 FT
gh of thesgn 2642 FT
Merkel dim enslon ifs wall,s=hl 1056 FT
Dimension dimension m B = t856 FT
'('‘ ‘_‘.2, Z:1> Dimension of'Mum corer L 058 FT
ANALYSIS
WbeRYpnssve
• ' 7'.. • ya0 Ice,sure el
- 22.62 PSF
When
Q:=velocity prassun sl height h.1 Eg.26.10-1 pegs 266!
a K-=nbcet heigM060ure spos ncleek17( = 0.93
•vketed al ress BOOM gR ire levelco•S.i ITaO.M 10-1.pap*2691
Ke=wind dnc1ma0fy boor(Tee.2661,pope 266) • 0.65
ta631! 1000' K,=groun0•N1•tlon factor a«(Ttl z6.9-t.pegs 266) 1.00
TYP.
SIGN CABINET fit^-^^ Wind W5RLRW Rise
e n (Sec.304 2 62941 Mak horizontal Wnd pressurea ps•GC =e= ri6.11 IPSF
GC,.ex0maI measure coefficients IFIg.30.5-1.pegs 3631 0.98
L L. J L L O 0 =Bs.to gross ens a 174.2 FT.
•..: DESIGN SUMMARY
AllowenI 0 0 0 I Des4gn Wind
Stress Derlgn Wind Factor= OA
TR De•9n WIrM Pressure= 0.8 N p a 18.00 PSF
Design W InObrce.F= 16.00 x As= 260 KIPS
rr 1 r ` Sign Parameters.
Weigh of<aonet OL= 701 LBS
Vertical distance Oetween anchors.)= 10.00 FT
n(rum)= 068 FT
Max offset torn conneclron= 0.00 FT
Mm no of top or Solt.anchors= 8 NO.
— —e • • • • • • 0 Anchor Design ISee attached HILT/Prof's cakj 1.
Loads per AO 31844
ELEVATION Unbotoed Load Unit Fectar Factored Load
Daedoad Sher 50 LBS 1.2 60
N.T.S. Windloed.Temlm 203 LBS 1.8 325
Hell 10B-7Z2 S.S.EWANSION ANCHOR
USE ICC-ESRA4288
NOTE:SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER ICC-ESR114286. I are-DIA.a 212E NOM EN
VIED I
—EX.SOLID FILLED NOTES:
L.-7y
CMU WALL
/-- D PRO 8 GENERAL: STEEL: WELDING
ti F SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2019 OSSC STEEL
r( Age / •PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE.CHANNEL TEE'ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWE D1.1./D1.3
eJ - •AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. '
/ O\ / •
COAT ALUMINUM IN CONTACT WITH CONCRETE WATH ZINC RICH PAINT. .WADE FLANGE.ASTM A992
✓ •THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. •ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. •E70 XX ELECTRODE FOR SMAW PROCESS.
i�s ¢ •E7OS XX ELECTRODE FOR GMAW PROCESS.
1'.'1 1-. a l PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ASS ROUND,SQUARE,AND RECTANGULAR TUBE.ASTM A500 GRADE 8
3I6'DIA.,212'NOM.EMBED. ER7 XX ELECTRODE FOR GTAW PROCESS.
`� - / STEEL I ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT.
HILT KB• -TZ 2 S.S.EXP. E]OT XX ELECTRODE FOR FCAW PROCESS.
e"i •W 1 `° % ANCHOR,ICC-ESR64266, SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS -ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
. TYP. ALL EXPOSED STEEL TO BE PRIMED 8 PAINTED(POWDER COAT AS AN -ALL STEEL MACHINED BOLTS SHOULD BE.ASTM A307 OR ASTM A449
WELDS THAT HAVE A MINIMUM GHARPY V-NOTCH TOUGHNESS OF 20FT-LB
OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. •ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM A276 AT ZERO O.AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION
ALL BOLTS TO BE ZINC COATED:ASTM B633 TEST METHOD OR MFGS.CERTIFICATION.
, /C P5 \lo ANCHORS: 'DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ALUMINUM
-___ /� \\Q� O SECTION BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN
EXPIRES: 06/30/2023 ^ N.T.S. PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. DESIGN
ANGLES, HANON A TEE,ING SQUNG TO ARE ALU.D SIGNIMANGN UAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A 5.1D.
FILLER ALLOYS PER TABLES M.9.1 e M.9.2 OF 2015 ALUMINUM DESIGN MANUAL
•ALLOY 6061-T6 WITH 0 098 LBS PER CUBIC INCH.
www.yjinc can SIEETTRLE'. DRN BY: SR. DATE LEST REVISED: Nov 04,2021 REV.NO.REV.DATE REVISED BY PROJECT JOBN.JTS 214021 LL Flooring N1331 W'aII 51gn_7301 SW DanmoNh Tigard OR I
• P.O.BOX 802050 I rB a F'a�1r�X F g> �,#'�3 1 CH(BY. T.J. PROJ.START DATE: 072621 1 -I-I- - PROJECT LOCATION: LL FLOORING 81331 SHEETS
• SANTA CLARITA CA 91380 REV BY: T.J. SCALE. AS SHCVIN 2 -J-I- 730)SW DARTMOUTH
WALL L s,F FtA' - TIGRRD,OR 1 OF 1
TEL.(661)259-0700 FAX.(641)259-0900 PLOTTED BY. Loch User ON i1M2021 9:5300 AN 3 -l-/- -
Mllii .Tl
Hilti PROFIS Engineering 3.0.73
www.hilti.com
Company: YJ inc. Page: 1
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
• Fastening point: 7301 SW Dartmouth,Tigard,OR
Specifiers comments:Wall Sign
1 Input data
Anchor type and diameter: Kwlk Bolt TZ2-SS 304 3/8(2 1/2) *...#1100001.
Item number: 2210243 KB-TZ2 3/8x3 1/2 SS304
Effective embedment depth: het=2.500 in.
Material: AISI 304
Evaluation Service Report: ESR-4561
Issued I Valid: 3/1/2021 112/1/2021
Proof: Design Method ASD Masonry
Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in.
Anchor platen: l x ly x t=2.500 in.x 2.500 in.x 0.500 in.;(Recommended plate thickness:not calculated)
Profile: no profile
Base material: Grout-filled CMU,L x W x H:16.000 in.x 8.000 in.x 8.000 in.;
Joints:vertical:0.375 in.;horizontal:0.375 in.
Base material temperature:68°F
Installation: Face installation
Seismic loads no
R- The anchor calculation is based on a rigid anchor plate assumption.
Geometry[in.]
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
1
MI111..TI
• Hilti PROFIS Engineering 3.0.73
www.hilti.com
•
Company: YJ inc. Page: 2
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
Fastening point: 7301 SW Dartmouth,Tigard,OR
Geometry[in.]&Loading[Ib,in.lb]
I
i
' I'1 it,
s)roa
1.1 Design results
Case Description Forces[Ib]/Moments[in.lb] Seismic Max.Util.Anchor[%]
1 Combination 1 N=203;Vx=0;Vy=-50; no 35
Mx=0;My=0;MZ=0;
2 Load case/Resulting anchor forces •y
Load case:Service loads
Anchor reactions[Ib]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 203 50 0 -50 çi
max.compressive strain: -[Too]
max.compressive stress: -[psi]
resulting tension force in(x/y)=(0.000/0.000): 203[Ib]
resulting compression force in(x/y)=(0.000/0.000):0[Ib]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
2
I011IIATI
Hilti PROFIS Engineering 3.0.73
www.hilti.com
Company: YJ inc. Page: 3
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
• Fastening point: 7301 SW Dartmouth,Tigard,OR
3 Tension load (Most utilized anchor 1)
Load Pe[lb] Capacity Pt[lb] Utilization Sp=Pe/Pt[%] Status
Overall strength 203 590 35 OK
3.1 Overall strength
Pt,ease =ESR Value refer to ICC-ES ESR-4561
Pt =Pt,ease'fred,E'fred,s fred,Temp'fred,Bedjoint
Pt >Ps
Variables
Cmin[in.] Ccr[in.] sm;n[in.] Ser[in.] Temperature[°F]
4.000 12.000 3.000 10.000 68
Results 1
Pt[lb] Pt,Base[Ib] Ps[lb] fred,E fred,S fred,Temp fred,Bedjoint
590 590 203 1.000 1.000 1.000 1.000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
3
PI ILITI
Hilti PROFIS Engineering 3.0.73
www.hilti.com
Company: YJ inc. Page: 4
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
Fastening point: 7301 SW Dartmouth,Tigard,OR
4 Shear load (Most utilized anchor 1)
Load VS[Ib] Capacity Vt[lb] Utilization 13v=V5Nt[Vol Status
Overall strength para and perp,(Dir.x-)1 - - 8 OK
'Shear utilization may result from parallel and perpendicular shear(see details)
4.1 Overall strength parallel
Vt Base.11 =ESR Value refer to ICC-ES ESR-4561
Vl,ll =Vt,Base,ll fred,E.;l fred,s,ll fred,Temp
Vt,11 >Vs.l'.
Variables
Cmin[in.] cm[in.] Smin[in.] scr[in.] Temperature[°F]
4.000 12.000 3.000 10.000 68
Results
Vt.0[Ib] V1,Base,l1[Ib] Vs di[Ib] fred,E,ll fred,S,p fred Temp Utilization(3, [%]
695 695 -50 1.000 1.000 1.000 7
4.2 Overall strength perpendicular
Vt,Base,1 =ESR Value refer to ICC-ES ESR-4561
Vt,1 =V1,Base,1'fred,E,1 freds,l fred,Temp
Vs,1
Variables
Cmin[in.] cef[in.] smin[in.] scr[in.] Temperature 1°F]
4.000 12.000 3.000 10.000 68
Results
V [lb] V1,8ase,l [Ib] VS,I [Ib] fred,E,l fred,S,t fred,Temp Utilization Rv,l[%]
t,L
0 695 0 0.000 0.000 1.000 0
4.3 Shear interaction
13v.11 Vt IIII Pv,` Vt,l S Utilization I3v[%] Status
0.072 0.000 1.667 8 OK
av,l`=1.0
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schwan
4
i■I■IIII�TI
Hilti PROFIS Engineering 3.0.73
www.hilti.com
Company: YJ inc. Page: 5
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
Fastening point: 7301 SW Dartmouth,Tigard,OR
5 Combined tension and shear loads (Most utilized anchor 1)
P VL V
RP=?, avii-Vs 11 Rv,1=V�1 a Utilization RP,v[%] Status
r.
0.344 0.072 0.000 1.667 19 OK
RP,v=RP+rv,II+F'V,1<=1.o
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations(AS 5216:2021,ETAG 001/Annex C,
EOTA TR029 etc.).This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the
anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above.The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions,please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• The min.sizes of the bricks,the masonry compressive strength,the type/strength of the mortar and the grout(in case of fully grouted CMU
walls)has to fulfill the requirements given in the relevant ESR-approval or in the PTG.
• Only the local load transfer from the anchor(s)to the wall is considered,a further load transfer in the wall is not covered by PROFIS!
• Wall is assumed as being perfectly aligned vertically—checking required(!): Noncompliance can lead to significantly different distribution of
forces and higher tension loads than those calculated by PROFIS.Masonry wall must not have any damages(neither visible nor not visible)!
While installation,the positioning of the anchors needs to be maintained as in the design phase i.e.either relative to the brick or relative to the
mortar joints.
• The effect of the joints on the compressive stress distribution on the plate/bricks was not taken into consideration.
• If no significant resistance is felt over the entire depth of the hole when drilling(e.g.in unfilled butt joints),the anchor should not be set at this
position or the area should be assessed and reinforced.Hilti recommends the anchoring in masonry always with sieve sleeve.Anchors can only
be installed without sieve sleeves in solid bricks when it is guaranteed that it has not any hole or void.
• The accessories and installation remarks listed on this report are for the information of the user only.In any case,the instructions for use
provided with the product have to be followed to ensure a proper installation.
• The compliance with current standards(e.g.2015,2012,2009 and 2006 IBC)is the responsibility of the user.
• Drilling method(hammer,rotary)to be in accordance with the approval!
• Masonry needs to be built in a regular way in accordance with state-of the art guidelines!
• Warnings/Notes-OST in Masonry HNA!
Fastening meets the design criteria!
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
5
1■11111.I.T1
Hilti PROFIS Engineering 3.0.73
www.hilti.com
Company: YJ inc. Page: 6
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
Fastening point: 7301 SW Dartmouth,Tigard,OR
7 Installation data
Anchor type and diameter:Kwik Bolt TZ2-SS 304 3/8(2
1/2)
Profile:no profile Item number:2210243 KB-TZ2 3/8x3 1/2 SS304
Hole diameter in the fixture:di=0.438 in. Maximum installation torque:181 in.lb
Plate thickness(input):0.500 in. Hole diameter in the base material:0.375 in.
Hole depth in the base material:3.250 in.
Drilling method:Drilled in hammer mode Minimum thickness of the base material:7.625 in.
Hilti KB-TZ2 stud anchor with 2.5 in embedment,3/8(2 1/2),Stainless steel,installation per ESR-4561
• Y
1.250 1.250
• •
o o
in in
N N
\ /
o o
uO u,
N N
• •
1.250 1.250
• • •
Coordinates Anchor[in.]
Anchor x y c.x c,x C1 c,y
1 0.000 0.000 15.000 15.000 15.000 15.000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hitti is a registered Trademark of Hilti AG,Schaan
6
I10111.T1
Hilti PROFIS Engineering 3.0.73
www.hilti.com
•
Company: YJ inc. Page: 7
Address: 33336 Agua Dulce Canyon Rd.Suite 101 Specifier: V.J
Phone I Fax: 661-259-0700 I E-Mail: info@yjinc.com
Design: JTS_214021_LL Flooring#1331 Date: 11/4/2021
Fastening point: 7301 SW Dartmouth,Tigard,OR
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and
security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.
Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to
compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the
regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use
the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data
or programs,arising from a culpable breach of duty by you.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering(c)2003-2021 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
• 7