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L <br />Profis Anchor 2.7.7 <br />Company:. <br />Specifer: <br />Phone I Fax <br />E-Mail: <br />Speclfler's commonts: <br />1 lnput data <br />Anchor type and diadeter: <br />Effective embedmenl depth: <br />Mat€rial: <br />Evaluation Service Report: <br />lssued I Valid: <br />Proof: <br />Stand-off installation: <br />Proflle: <br />Bas6 malerial: <br />ln.tall,Uoh: <br />Rointorcoment: <br />HIT-RE 500 V3 + HAS-E 1/2 <br />h.{.d = 8.000 in. (hdh,i = - rn ) <br />5.8 <br />ESR-3814 <br />11112017 | 1t1t2019 <br />Oasign method ACI 318-11 / Chem <br />- (Recommended plate lhickness: not calculaled) <br />no prolile <br />Seismic loads (cat. C, O, E. orF) <br />crEc*ed concrete. 2500, fc'= 2.500 psi; h = 16.000 in.. Temp. shorvlon$ 32132'F <br />halnm.r drllled hole, InsLllatlon condltlon: Dry <br />tonsion: condition B. shear: conditon B: no supptemenlat splitting rsinforcement pres€nt <br />edge r€intorcement: none or < No, 4 bar <br />Tension load: yes (D.3.3.4.3 (d)) <br />Shear load: yes (D.3.3-5-3 (c)) <br />Gcometry 0h.l & Loading 0b, in.lbl <br />z <br />SEEF I L <br />Lrx0sl--l <br />8l <br />il1*. Ey4 <br />?tttrr^\c€ <br />€-Q 0 <br />6 <br />I <br />o <br />t <br />x <br />I- <br />npur &I: a.d 611L llut b. .nR*.d l- .gr.6mt sm $. .rislr.E @dhr63 d t , phdbllly! <br />PROFTS Archfi ( c ) 2OO3.20O9 Hihi AG. rL,949a SdE Hilij r . r.O6rand T6d.hat or Xni eC. Sdran <br />Page: <br />Prolect <br />Sub'Project I Pos. No.: <br />Oate: <br />1 <br />7l2At201A <br />fL" <br />\.. s <br />!.