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Plans (53) MSr DC7- OO R E `q'eo `SLS fa, AS ALLSTR UCTU 111 Engineering LLC 16154 SW Upper Boones FerryRd•Portland,OR 97224 v:503.620.4314 •f:503.620.4304 www.allstructure.com MEMORANDUM TO: FROM: Michael Sawyer Ryan Hardie COMPANY: DATE: Renovate, Inc. 10.17.17 E-MAIL OR FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: michael@renovateincorporated.com 2 PROJECT NAME: PROJECT NUMBER: Knez Remodel 15231.00 RE: Foundation Construction COPY: NOTES/COMMENTS: Mike, This email is to follow up on our conversation regarding the attached foundation sketch. It is acceptable to have a construction joint at the location shown on the attached sketch. The longitudinal reinforcing need not continue through the joint and may be terminate at each side of the joint. Please call me if you have any questions or if you require additional information. Than u, V1/4T 8, 43 0.INe d9 4,, 76 6 E an Har ie,PE_,SE rincipal 14 , , � Exoires:6/30/19 { otn 4' 61,(1,1' ei-i ,- apit i' —o.t7 .‘„.,./ 1 •H 1 1 1. J��i{} ii i,. .,..... t I r I ::••••••:;- - ,•'nom ..+�.. .,J, 7"` S • 1 ,, '11 ,,.....;;;;•.;••• h f ( 3 : ▪ f i t `� i t, € t,'‘t 1 ,,;,' >1 • ft,.....;;;.".•'. ...,:::-.: .''. ! 1 ' 1. s t(:• t�t^ ttl a.t ` •.f.'." ': ;;.:"t .ilr . 4,1 1 L,is ..l .. 1~ *1 t 4 Is J• { . t I i •Si,,461. � ..:,,,;_.:1,:i. t �I :; rVf. O i l t t`0 .tn4't :':..1•,:::',....:', S ).'";..r, t T. .. rJ tOOtin t5 ti6,C Q g :1-.-.%.:;,......,::..'.....:7.-,-.,-....-.:::._ ;,•..1.-:;:, I. 1 u, t O3 }{.�� c � CS7T7l�`Cli:l, Qi47�' ' • .�1:• if �' i •' � L I' # �. ,:::.;,;:,......T.,:-.Ct7Crt n -4 ii1Fi1 " a • � . l:f +` .'1'.......:;',..:!........-:. '..;....!...,:',.....!...... .,::., ,,'..i.'.::-.:.',.:.:.,.: iz• ,, itio so .0.r-,... ..2,-,:::::i-Ji.:1•„..-.-:,...:....:.fif,.:,.../,.....- .i:',...-,'„, .:,..-.1 ........,,::::.....,..,...::-..:.:..1....1:..,::::.:.::,-.-.‘4„:„.....!..: s LOCATION OF 1 �:... ��CONSTRUCTION JOINT ' ' + `�``E "` t t l.i 1 • t" t" Assembl g. � • 1. rto F46.6rPerSie ur t} �, ` a 1 r� , t r .„.,, • '',"••••:•:•1::".';'".;ayid° • � �. - £ t "rs {]� a 41▪ t.y...T t •i ` • I y • 4. a '4::A 111 t,. s t I a I , x 1• x • •t i •p � t 1S '.1 I rre�nrc at�oatirax r 1Mt t fqc s. " 10fAll+ �� Itr � ri � : t • • „-:,:f.F.-,..,,,-...,.',.. . � t•. I*: . . � i� a nk ▪iSfi ” . . r .a ,yO .t . .. ...,,,.....i.:, tI k R{ J . . t 1 } • •!if ;-:-::,..., - .,.....-.....,.. ..,.:-..,-„: -......:1,-,,..,....... „!...,....,,,...,-,4:-.,7,4„7„ ;...„-,...: -,.....:„.-7,-::--;?...,:-:4-._11-...1.. ..:.,..:,,, 41 7...s.;;;....;-f..- ;,,,,,,:jiliti4 r ....' '' ' %;,...11'14:1'....' :,,,,,.,-,...,....,,,,,,,,,,.... 0 , :4„....„..,-.....:-..--:::::,...;,,...;.....:,...,.........,-: .........,,...: . .......':...-::.:-,-,.,... ,:....:-.:...:-...--: .::- ..,:.:.... :, ..„---:--0 ..!? 1 „:,..„,;.„,..„,,.... .. ...... Ag io fit a "sl"_t .,,,.:7:-.7,..:,:-..,:t.,..-.-7,4:77:4,... •{i I•` `' „,,:,..„...:,..,„:„...,.,„,.,..........„....„,....„:„.„.:.•,:„ "S ',`-fit t .aP"��3 S ; t S -FkPi •' t�F�'^^ -.. ... ..� ... .,� mow ...— — I — .. J i 16"x t 2 concrete .ra i ` fig.w/(2) #4's cont. "� t I 5'-f, L/360 Live Load Deflection (Minimum Criteria per Code) t ;t t 0sm no, 4ursLtvaraa/zapsFAeatalosd +lpPSE uvatoad/2oFSt pealuaa t VI�� 11"a,o. 16"aa. 1a.2"o:a. 24'o.n. 12"a.o• t6"a.o. 121.2"a.a. 2412s...9...os 110 IS'-9" 17'-2 15' 14'D' t8'-i• 15-8• I i4t 3� 1 "":`C,`.7 915" 210 29`-8' , 10'4. I 11'.04 I 15'-4' .19'-8" I7`-2' 15'-&" 1 141" id.J ssembly: 230 20'•3" I 13'-5" P�17'-5' 15'-2' 20'•3.3' lit-1' ! lfi'fi" ! 14'-94