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Specifications • RECEIVED JUN 12 2021 CITY OF TIGARD RI Rnim(, mivinoti MST2o2/-00281 Structural Calculations 15760 AW ei213(C,001k Ce4 For Roof Riser Hardware Salem, Oregon (Job #I10912) (Contact: Dan Green) Client: Skylift Hardware 3093 12'1' Street SE P. O. Box 13065 Salem, Oregon 97309 Code: 2018 International Building Code Index: Steel column 1.1 thru 1.5 Sketch Sk-1 If stamp does not appear i lue la • ..in.v.a4d-115nt-rading permit. Pr7ifiES: —67:11472-1 LIMITATIONS:Engineer was retained in a limited capacity for this project.Design is based upon information provided by the client,who is solely responsible for accuracy of the same. No responsibility and/or liability is assumed by,or is to be assigned to the engineer for items beyond that shown on these sheets. DAN GREEN FILE NO. SHEET NO. A c• ENGINEERING, INC. DESIGNER DATE SALEM,OREGON CLIENT (503)391-2309 PROJECT .._ , , . . . . Structural Calculations For Robf Riser Hardware Salem, Oregon (Job #110912) (Contact: Dan Green) Client: Skylift Hardware 3093 12th Street SE P. O. Box 13065 Salem, Oregon 97309 ' . Code: 2012 International Building Code , ' Index: Steel column 1.1 thru 1.5 Sketch Sk-1 ..--,---„, ../.4,,f„,,„ir 1.:.: .,,o,„v..,'N / 6:1/4'.-,•,0 P R Otte. y-...,.;\ A'' \ ^' 71.,),..\ 4. „,"\O- 4", GA? - 1 \ ..5...p,`,4•0%) '4.4, eton 4, ",,,,° • -, 4 i:".",t6 ,' i stainp doe pear in lu , c are invalid b, 14 n. t. TiTiiiiq * tto L -,' ,4, .ecas.roxi. q - li'e — c.es .',.••,, Y io,\',./.<„e<> 4'sz .41,1S* , -.. • , - („-o ., 010.10 , LIMITATIONS: Engineer Was retained in a limited capacity for this project.Design is based upon information provided by the client,who is solely responSible for accuracy of the sm e.No responsibility and/or liability is assumed by,or is t to be assigned to theI engineer for items beyond that shown on these sheets. 4 DAN GREEN FILE NO. SHEET NO. /.0 ENGINEERING,INC. 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" ''' . ,, , 1 : ,• , , (,'„ 4., , a!,".0.>" t IA exl• ,.._..._..74..r.....,:i..„__.,, 6, •"9. r k 1 • , 0-1,:,.,; (l. ‘••' •,-., (/ ,.......,., ., , „ ) ki- A. C-,.)L, ( A. \'' ' . . ?7.6, '. Ef-Y,*2- V•4,:- '.C.)t. ,.,.. , , F.C't • F-c, . ---• /7-,("1-, S„,... /1 "1 e Pc, ,„,_ •. l'%,IN- (,Srl.Y) .1, I ii/CPc.:Lt.- . ___rAETEET NO. 1.1.: , DAN GREEN FILE NO. DESIGNER ENGINEERING,INC. icil 1./.,•,' SALEM,OREGON CLIENT c,,! r.,.., v : , — PROJECT ,.1,,..,„,, , • . . . • , , . /---SEAri WIDTH . lib. 4" 31/2" MIN, BENT S/32" STEEL----.., 1-1-74 5D6 1/.0•3" SCREWS EACH SIDE + + (STAGGERED) 4-- . .R. 1 . ..,.,,. / ._.........,,,," 2'4' STEEL PIPE // (2,01" ID)u.1/ 340, TYP\--- 1.---7----es 7-BEAM PER PLAN TI-IR.1..1 BOLT ,/ 14 1,7 .. .,' , / / / . / i + 1 . ./ + + \ SEAM PER PLAN - j.../ I BENT 5/32" STEEL (4)SIMPSON $D$ 144x3" 1 'SCREWS EACH SIDE . ,..........,...—.....____...._..— (STAGGERED) MAXADADS I r/2"0 (SCH 40)STEEL PIPE--.... DOWN* 4505' _, Y.S. COLUMN (OD•te") ' (Cd40) '''',.., * ud' UPLIFT- 18404 (DFL) E 1,0•(31-'4x0'-b" BASE - (4.)51!`IPSON 5D5 14)(3" -\ (Cd-1.33) 12800 ISPF) SCREUJS \, . \ (DFL or SPP)DOUBLE---\ \ TOP PLATES .. \ \\\ I I , 1 ' . . 1 ! , (1' 7—e kix3,4x0'-fo" 54.5E wi (4)SIMPDSON •'-- - - +.7-+-.7 SCREWS (SC I-I 40)STEEL PIPE COLUMN \ I STEEL COLUMN, BASE and CAP (11/2" OPTION) SCALE; N.T.S. DAN GREEN FILE NO. '.....'...,.) :- ..........______...,SHEET NO. 1.--- , ENGINEERING, INC. DESIGNER -'-''',, - DATE ''h SALEM, OREGON CLIENT_ - , i,