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Specifications 6'Z$72011,-&a e/ /4'535siv is Arm `--- 6se:- OFFICE COPY RECEIVED mtis ., • Vhay :Awning ing &Patio Co. NOV 19 2019 bwftNG&PATIO 5220 NE Columbia Blvd CITY OF TIGARD Portland, OR 97218 BUILDING DIVISION 503-282-0140 1-800-214-0140 - www.mayawning.com SC•ktAk; / ++er Co 0 1\1X\7,,Ract SI -,9 ) I. iiic _,,, , ---, -- e� bfacefi 3 Q lk -----.=.2g--P, °CY . 01 \ , , , a 14 --- PGS k -- 1\95-T-.,"75 '°5 L---.-..), , I �c;T -1 r o w i i s - I 1 Structural Calculations For R. f Riser Hardware 1 Salem, Oregon (Job #110912) i (Contact:Dan Green) i i Client: Skylift Hardware x 3093 l2 ' Street SE P. O.Box 13065 Salem,Oregon 97309 I Code: 2012 International Buildin Code - Index: Steel column1.1 thra 1.5 Sketch Sk-1 1 i , 4 t9m 5doe ' o ear in + ;, �c f �. are invalid ;b + n:-j 4 p TIMPI I * 00 4*, . ON ",�`,. 33054 z/i/f1 'RIRE On 9 LIMITATIONS: Engineer as retained in a limited capacity for this project Design is based upon inform.tion provided by the client,who is solely responsible for accuracy of the s: e.No responsibility and/or liability is assumed by,or is to be assigned to the engineer for items beyond that shown on these sheets. 1 FILE NO. SHEET NO. /.0 DAN GREEN DESIGNER... . DATE 2/1C/6; ENGINEERING,INC. CLIENT �' SALEM,OREGON PROJECT (503)391-2309 1 . . .. , ST1.. C....tat,.,‘,/1‘,,,,1 . 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V; ./6, ctktcr- 1, ..to..... - -r- , ,-)c)--, Cti.e3L 7..„1 0.90K,9•0 ••=- /1-,74-.i 1t4 31e 4 p.,. .--1 04 ta:14., Sfrt.“,01,- * ry ., / 1446: i* .........,........... DAN GREEN FILE NO. /7 0 0..... SHEET NO. [I ENGINEERING,INC. DESIGNER -e),54.- DATE '/a 1 Tier SALEM,OREGON CLIENT C-+ 12... 4,-..",,.....,04 .,. 0 PROJECT ,,st.I.,...3,,,„..)c 001,,,,4,..-/ • A • 14 ,g1- &2•C-(14f 11- .!5 G-L? '5P 2. 47...r • L12-,-6,4/ '3*^1 Mb 4; t Vvvk .1:16av-Afr) ca+t- C.AA '6 Sc ' / 0 6t> j • 7...".-,C41 4' erOt.,0 pi Pe- g 444,41.,, I, ^ r " 1,,,``' 1"V"I'r tS4 it c V 0-- 45;1 z 6.3 L4.171) (4•57A I.61 Jr. 4242 142. 2.4"To /414 elN5 4 z (S1,,,,.\J 4`t , ctaa:, t I) `4•• 3Cp;71 StcP. 7r,-4.1P tt, 1'31 t4) .."Af .1t tr 4'. 'al. 37: "/ e-4 40,../ co 3Ait--1-1" 4- 4 Lits, 0 2- • DAN GREEN ERZ NO. SHEET NO. ENGINEERING,INC. DESIGNER 0 cC., DATE SALEM,OREGON CLIENT PROTECT A, , • *At. Loe.,94 1/y'01/4. ct C4 'a •*"( 3 3,/1 • eh./ 4" 144-: (,Olw kAf W 9.14-1 3 V't AtolV Ai 4* .9•k- 6, 4 4 ScAs.A. 1 41$1 Lf L'01 ibr f 0,3 Tths - - z t LOP'S 62.66 (.4./,2 '5re f tJ tx,) t;===akiss===ef 1- t 7,1k iSSt.' 4 'EA- 44 • p)v CP3•S- V .; 1_0002, jj 4.50 CR:Ale it. 644.. p /, tif› px..1 tYr" \ 4 .(C44 S3' 7-01- Cs p f 1-2-t-D 1 sl) DAN GREEN FILE NO. /0 `ri/?, SHEET NO ENGINEERING,INC. DESIGNER , 0-s DATE '7/2--2/1( SALEM,OREGON CLIENT C--4 PROJECT At., CZ' . , tA‘.....kt.,k1,4,- -11:) 4Sto 1g 40,,- opi,Ae To /goo 4(-: C-01.-- _- F-r- , 2-/,t„,. la.z,• rr (A-4.A.,),,, .,,... moo bt" --1. "I've2"- ai, 4 M., r..-1— 44.:7-110•J it Oci ' 1;1 t YIL" I 2to F ., la.4:j,--r,1.--S.,• , ‘.7d-(112::(--,2-2-n2:;2: — •;. -2 isLf i p-s: . 21(.0-(r - 2 (..,/TA- 445'10 4 "CIO ,Sc.1.145.- - I' 33ex'I/ 1.- 1.a Clo T. - ,,,t , 6 ,s-- ... c.,,. /LG. r 0 - ------7:It z-cli ----5— * 1 . /,(1,1. 4 ,,u.,-if - oli C A_ 1, ,_.-os•:-;1 _ (..'97.' c) v p,.1.0.. ,. It e I-1- PPP-6 -.., ?.- -(. 14- ,-- " ?.-.Lon- r"--7, C;P:-. M-e-r" f tr--‘1,1(..) A----- 1/4„0 i„...t., \-- ,......__ 21'i''' (1-)Ce) , 6,,fc ) 'e'• :,, t;..;1. LL > DAN GREEN FILE NO. /105/ 2- SHEET NO. f,f ENGINEERING,INC. DESIGNER as 1„ DATE /0 i,?/:1 SALEM,OREGON CLIENT G.+ P-- P_,.........e.,.., ,.. ,, . PROJECT /4-,„),..„ , . s, . - • , 15-----T.7.---"J' 4."4 -- r"; ‘..C.) Fj, , 'al it .., v.) t.r-- 1( - k ... (' '71'47 . \ ,.. . , 1-5s- .) 1/ .-- ,..... - J .--- , r--;-, t.,00,,.4 I'd c.z)L, 01.,2 A --lie' 7-,qq... k...—. , r .- " . •ro... .- ,k-13. iv, =t, , 1.044 S q 2.-S-(1 ,),1- i htt iP p„,,,,,,,, , DAN GREEN FILE NO. /Jog(t-- SHEET NO. A S— ENGINEERING,INC, DESIGNER el.(c .. DATE 4o/s//) SALEM,OREGON CLIENT c PROJECT . . . . ' • 40 / f f iSE.01 WIDTH . / 1,00 . t'llNt. _' • SENT 5/32" STEEL IE wi (4)SIMPSON 5 '41x3" SCREWS . EHSIC • .... (STACICIERED) .kt tv, STEEL PIPE (2001° ID)wi 4.'0 TrP .. arr ZS SEAM PER PLAN THRU ISOLT iit, r . I . t 1..-' 7 2/ + t 1 _. y. SEAM PER PLAN BENT S/32° STEEL tE tuf 4.)SIMPSON SDS 1,4x3' SCREWS EACH SIPE STAC4CIERED) MAX. LOADS 11/2"4(SCH 40)STEEL PIPE4 DOWN* 4606* E COLUMN (00.1.3°) - (Cd.1.0) ;9 1 UPLIFT- 184110.am.) fe 34x314,xer-6" EASE uti (4.)SIMPSON SOS 14x3" (Qd..133) 12804 (SPF) SCREWS (pFt.. .:4- SP )r)ouEst...E—,,, TOP PLATES i.'t "'----• --' '—1 I ' , r I 1 Ir 1 _ t . ......__...4.+....._ -.. ,r/ iv crrp) ,.. . , . 4,,x344x00-6" BASE Ua 1 (.4)SIMPSON SOS te4x3" . ' \ - - SCREWS \ - • &AO Ix: ty* (SCH 40)STEEL PIPE COLUMN Si, IPP STEEL COLUMN, •BASE and OAP (Ik2OPTION) " - - - .• i \ SCALE:: NTS_ DAN GREEN FILE NO. /)09/2- SHEET NO. 514.-4 ENGINEERING, INC, DESIGNER , , ..S....' DATE °ill/it- . . . . SALEM, OREGON CLIENT ''=.--4- It, 44-^-,' PROJECT - 4. -