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—Jd tl.w Profis Anchor LU <br />Company: Page: 1 <br />speod. Project: Everett Cny Hall <br />Add— SW -Project I Pos. No.. <br />Phone l Fax: Dab: 9I2/2023 <br />E-Mal: <br />Spe.w.e. o—Ms: <br />1 Input data <br />Alrchor rypa and AarrrsW: <br />NR41Y 200 ♦ IIAB 314 � <br />Er— embeo— oepM <br />n r = 3.500Ill. (lyre,. = 3.750 In.) <br />Matenal. <br />5.6 <br />Evaluation Sarno. Rapon: <br />ESR-3187 <br />Issued I vow: <br />3/1/2016 j 3/1/2018 <br />Proof: <br />Design method ACI 31&14 / CI1em <br />StsrMoS msbllan- <br />s - 0.000In. (no Ma l fli; I. 0.150In. <br />Antler Piet. <br />I, x I, x I = 14.500 b, x 32.500 in. x 0.150 M,; (RadommandW plate Thickness. not wl.bled <br />Profile: <br />no profle <br />Base material: <br />creGW wrtcNa, 400) I -41 psi; In - 5.5 in., Temp. short" 32/32 •F <br />Irnlslbdon: <br />hamnw dAlled hob, Installation condBion: Dry <br />R.inf maM; <br />W.- wne— B, shear. wndibpn B, no supplemenW so., reidorcement Palen <br />Olga rebioreemaM: none w e No.4 bar <br />Selsmb bads (tat C, D. E. or F) <br />T—on bad: yes (172.3.4.3 ld)) <br />Shear bad'. yea (17.2.3.5.31.)) <br />Geometry [ln.] 8 Loading jlb, 1,11b) <br />Z' <br />$ . , pis <br />WIB�I�Iim aare�aO RaMM ~&wn~ �TMn.eb'°q�Gleu� <br />www.nan.tn Profis Anchor 2.6.5 <br />Company: Page: 2 <br />Specifier. Project: Everett City Hell <br />Addreu: Sub-ProjeG I Pos. No.. <br />Phone l Fax: as: W27/2023 <br />E-Mall <br />2 Proof 1 Utilization (Governing Cases) <br />Design..I-.Pb] rnpl.rlon <br />L.Wlrlg Proof Lead Capaelty O.l rAl sabre <br />Bond Shangt1i37�Q371n—alr— <br />Snear Pyout Soengah (Bond Strength 313 29953 -12 ON <br />bens ols) <br />Loading Sri S UW—doase. I%] Dust. <br />ombined tension eW a— OA53 ON 5/3 1 <br />3 Warnings <br />• Please considar III detail and 1,11 vamings given in Ina tbtailao report'. <br />Fastening meets the design criteria) <br />4 Remarks; Your Cooperation Duties <br />• Any and al in —lion aM dab conbmed in tfw Software concern solely Me use of Hill, products aM are based on the pnncipes, formulas <br />IN security reguWlbns in attendance with H. s latlnical directions and operatingmounarg aM assembly instructions. at, Out must be <br />iinicdy complied wiIh by Ote user. All fgurea oontainW Mersin are average figures, er tnerelora use-speclfc tells are to be wn 1—d <br />prior b uvng the rel—t Hifti product The results of the cabubbons tamed out by means of the Software ere based ea -: a" on M. <br />data you pul In. Therefore, yes beer the sole rospanaibility for the absents o/ anon, the ooms pielo and the nee— of the data to be <br />pal In by you. Moreover, you beer sob reapomibiliy for having Me reaubs of Me oalcubtion —ac atM die— by an aspen, b—lady <br />with r' to tompiance w appl—le norms — permih, pier W using In— for your specific faollly. Tina Software sarves only as an <br />aid to inbrprat mrtns and permits w+MOW any guarantee as to Me absence of errors, Ma correctness and Ma relevanoa of Me resuts or <br />_Wniliy fa a specific application. <br />• You ,at take al —saary — reasonable abps to p... nt a Wit damage — by Me Software. In pamwbr, you must arargs for <br />Me regular backup of pograms and data andif appkoabk, corny out Me updates of the Software offered by Hifti on a regular basis. P you do <br />Musi not use the Autoupoan function of dta SOOwafe, you must ensure al you ere using One .rem and thulos uP- version of Me Software <br />earn case by carrPn9 out manual updates via Me Hinl Wabsile. Hibi will not Ins, for consequences, such as the ra,o a of bat or <br />damaged data dr pmgnms. ansirg — a culpable breach of duy by y.. <br />20 <br />