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IIIIII,w JI611111I Ill L1 1 I a o 111�,1h IV 16,1 I dllu IV1� II �� 11. �Ju1' I1 1 .11 11.1 1 1 L � 1 1 1 1 � � 1 1 1' 1'11 �� IIS o � �� ..1111 onl11 LNIIIuIY�LVI � 1 hl 1 I 11 111 1 VI I I 1 1 I I 1 1111 I I.1 �� IIII 111 J I I I WIIVNI J 11� w I I I � I a 1.. 1.. mll��, 1 1 1 u1I1 uIId11111111101V1I1111I11I1u166IIh6,Iu1 II INE 11111 11 l 11111 1 �ul 1�,6,111 JI IIIIIIouh111J16111 Idtlllo,V 1auluVVuu 11�IIm�l,1 u1 uw u6 u o uI _ , . . \ ki ,,.. NOTE: FOR ALL MASONRY REINFORCING f . //14 , • MC12x10.6 SEE PLANS BY PEAK ENGINEERING. 0NSTRUCTON o 7. IIto,Op • r STRINGER 44v • .-, 3/16 DIAMOND PLATE WE-Li, \/>__ monweneta.xencaforn.d.92563 -. PAN TO PAN 1/8 1/1—6 Phone:877430443041-2 illa* Of , - FAX:951-N144094 .4 r MC12X10.6 , . -4, •„...0,• i ....4- , ... -r4.. -....--..44.•--4,. , r------ STRINGER ....,., ....*4„,.... 4 t "••••:... ..•."*"..44•-•'"... 3/16"CHH PL I ,,,,' Ail 111 ., ,.......„........., • i Started. * 8*x11.5* FRAME LANDING IL 4 ,,,,,,-"-W" le = 4 4 - . • El "' El N.. .... -.., ,.., 4 40 4 11 3/1 r DIAMOND PLATE '1/4-'14, .,,;,,,t‘ 0 I r Kiwi 0 Shop Drawings Property of Kiwi ft Construction, 44 .4,4,4 '1.1.4h , .... ,....4..... „,...e.,..." :;:;:*".::.''*::,:..s‘ '..'.;".....i. ..:,:::77::,<:'' . , ,, , .0....",..„..,..",•"°'7/' 4400;11PF 3/4V-A325N ERECTION BOLT r. 4 i '' ,.,,, ,,,,,,,....., (BY STAIR MANUFACTURER) kir CONC. SLAB rt. , -,.,_.- (,..., s114-1"...-3 1 (r 4 * = 4, 4 t. 4 • A #. 4 • 4 , * 4 • 4 + 4444 I II I 4:4:1 -'''''.4%-- - - '' SHableS'IldrallS(tY:3d 4 4 . 4 4 . 4 4 4 4 4 • 4 • / This Drawing(Printed And Electronic File) And The Information Contained Within Are The Property Of Wed 0 Construction Mr,And May Not Be Used Of Reproduced Without The Written Permission Of Kiwi a Construction. 4 311- *IlitiLI Ci * ar ill Id La% Kiwi II Notes: ''''>14 . " •---‘- ----/- =--'7...-'.----....-- -; - .z.---i'- A :4.41— .. , -....-....1.--:-:..-_-_--_-..-- --- •=7.. 4 1 • 4 * C10X15.3 4 it 4 * 4 • 2016-07-02-Drafting Started-MT.; 4 * 4 • 4 - 4 • 2oisea-le-Review Set-CH '11-3 . , • . . ,- 4 r 4 * 2016-08-25-For Submittal-CH '12' 2*x2*x3/16THK SUPPORTS A hH"... ., L3X3X3/8 N 1/8 ... . , . ... ,. . , . ... . 4 . , , ... . . . . . . .. . .. - -- . . 1..._ -....,: , 1=1, 1 1.1-1 ' •• 4 • 4 4, 4 . 4 44 4 4: 4 4 t 4 1 4 4 4 2016-11-01 -PLAN CHECK-ART 2016-12-08-PLAN CHECK-ART 12* OfC. TOP FLUSH W/FRAMING SUPPOW ANGLE ,....„., Ca 4 i '' 4 2017-01-11 -Revised unit mix per ATTACHED TO 1/2"0 X 3-1/2" . .. m 4 • 4 4r, 4 4 STAIR STRINGER HILT! KB—TZ w 4 10 4 0 -I L--,6---=.„, 4 4 li SPANS OVER 48" Will REQU1RL , i 4 0 INTERMEDIATE BEAM OR LARGER ANGLES 4 -N, 1 • .N. Typical Stair Landing 4 Stair to Landing 3 Stair to Slab Conn. 2 4 „ , . . 4 4 i 'tieNA,19iii.0)"x/N," \\„\... „.,..„ . ---.. - N.N ill * 4 4 • ,...._ ,... 4 • 4 t ‘'\....\"N•d>.e‘e\Y‘\ . 3/16"THK_PL '44,..„ - : r's 4 . NOTE; FOR ALL MASONRY REINFORCING NOTE: WHERE ATTACHMENT TO CONCRETE 4 4 : •.. LANDING . - - s-...,„„.... • SEE PLANS BY PEAK ENGINEERING. WALLS OCCURE, USE KB—TZ ANCHORS. 4 ... 4 • C8X11.5 FRAME *•4••• _ -,, 4 1 57 4 * 8 MASONRY WALL 4 * 441111%iiii (81111Y OTHERS.) Ilk 4 it 3.// S . - - -..... .4.„.... _ , ,_.:&„.,,,.,_ ,. ph 4 4.4 4 • 4 • 4 4 /0 12* STRINGER. frx11.5" CHANNEL. 1 0 * 4 4i, C 10X1 5. . 4 II I ti 4 * ATTACH CHANNEL TO MASONRY t 1:: LANDING 4fol 11V/ (1) 5/8"0 K8111 0 24'0/C. , 1 ' Er 4 *I 4 t ‘‘'4**70 it ' -8 3/16- DIAMOND PLATE l ' 411111111)1111111 4 * 8 MASONRY WX1 4 • 4 t 4 , 4 • ..''''''''*''''''S,,,,,, 4 * (BY OTHERS.) • , '''''''.4.,,, _ 4 • 4 4 /164* MAMOND PLATE 4 414 - .. 4 i . 44 : r ( BY susi WNUFACTURER) 4 4 ,"*"(' L____ -, • Ilt 3/16' DIAMOND PLATE (BY STAIR MANUFACTURER) .--,. ...c...-z,,....„. •.„ ,, ,4 P 114,1 if 4 4 4 4 sit;.204rx2s/ x3if/6THKFwsHSUppanSwifFRAtetIGT c\:Top 4• i :,4,44'^ '''''' 4 44 4 ,,•::-..:,-....„.... ...- , ,....„. .„..- ...,. ••• .,,... ...',...,.... ... ,..• , ......,,, .N %., '1'''', tut Ai a 44' 4 4 . 4 4 4 4 ,4 4 * 4 4 -r," - - .r/- -' • LANDING ,..-- ,. 4 \ . . . . C8X11.5 4 41! *4.„,Z4,.....,:`...,..4........ '%•••%44,,., I 4 14,4 lit . _ _ 17,,,-' 4 —1— -,:,,*...;,... -,,,,,, , IP 4 1,4 * 4 4 0, \ • I 1—'1- 4,4* 4 4 i T.'4.4) —1-1— —I— 1 440,,,.. ...., 4 4 It 4111:' 41I I-I- if...I ...it "m44 r), :4,4 4 • 4 4 4 r 'N...,. '.....' .4.4 N-- , * • ).-'4, 4 • 4 4 44:4' ii t„.:: * * 4 * (BY STAIR MANUFACTURER.) 4 * . I- ,..„.1f...- ''-• 4 ' ,,li 4 i 4 4 4 it, 4 ' :;:![ Er < • u C 10X15.3_ .... I-- 4 4 _.4, I V , '...1;4 II& 4 4 4 • :R4 .,• 11: - ,- LANDING ., lit 'P. 4 41" ex11.5* CHN4INEL. C3 < 44 I-- / 'N-N *I* '14 ATTACH CHANNEL TO MASONRY ,.- C 1 0 X 1 5.3 CHN1NEL_„„ ‘44 114 4404 .000° 4 ...1.! rxrx3/16THK SUPPORTS AT , '.44,.. 'to% V 4 4: .,4,.. 6 W/ (1) 5/8°0 ANCHOR 0 2450/C. g 4 4 4 • Cr- d i ' --' 3/16" DIAMOND PLATE (BY STAIR MANUFACTURER.) .4., 4 4 401 NZ‘1.4. -.^. AAA 4.44'14 ‘.4 44'4' :/)"**1>,\N::•••..\\1:'\\\\\;').:',..,'\'' 3/1644THK_PL -<:- 11--: '' . , : 1 4 4 12. cs/C. TOP FLUSH W/FRAMING ' ''',.., , ",,t vAr 4 t. ...---- /////0.,/ / (BY STAIR MANUFACTURER.) ''--,.. 1" t' 4 * .• IllW. 1- ,,,,, 114,2-7 IHaf:1:s and 4 -- LAND,, t` . "•-.., Stites- (1YP) 5 - 4 4 C8X11.5 ( r's- I Typical Tread & Riser Detail 6 'C' CHANNEL TO MASONRY WALL 5 4 1 4 4 FRAME ) 04 ' ' 11 ' ' '".-- ,..-„,-. , , . ET! :4,4444444 1:04 4 t 4 10 " ' ' 1 1 1 • NOTE : 42 HIGH GUARD RAIL PER ARCH'S.. NOTE: FOR ALL MASONRY REINFORCING : f 4 4 4‹ SEE PLANS BY PEAK ENGINEERING. —1/4" ."--IF 4 *4 4 t 4 i 4 , 171 f:).7 4io, ' i I.] 4140 . „... _, , 4 4 : ARCHITECT INFO: : .e..1.-7 4, : C 10X15.3 O. I.' 6, 4 1-1/2"0 PIPE 4 t LANDING .„4 I ,.. 1 1/20 SIE.EL TOP . • 4 i 4 I i 4 (1: N118 i< -3 411 4 4 .111. 4 4 3/16"THK_PL 01 s ' 1''• 4 4 44441 44 4 4 ,,..--..... LANDING , ... " s'*jl'‘,... ZC i • ; 0 4 ,0‘,1.-1 i , l il il 1,..,1 ,11 „II° i .411111. c8x lie( :1: t:f) 4.4" 44rIIL -04---STANDARD POSTS CAP. • 4 4 , ,z 1 -1:''„ ...,,,, 'sf....„4,,,, P` 4 / .."'" i ', 1 1 1 I , 1 , I,: j. ,ii1:0„,,-.„I. .: ii 1 il it 141 seesiboyp.opop.) _1_7 , , 11 ] ilk /4;1', , 1 , . -- 4 4 t 4 * II.' 4 • 3/16* DIAMOND PLATE ---\\ L Svc_ 1 '' ....... <hi, i-il 1/4 V ---.-1- -5/8" 4 4 4 4 411114 4 4" r)1 1444 :4'4 4 - No- c 10X15.3 LANDING , 4 • . i GENERAL CONTRACTOR INFO. \ ,,,,,..- L3X3X3 8 G SP i-- 3/16- , RATE 4111iiii , \ 4 3/4 0-A325N A SWAPC?-1TD% LE PER. ARCH. „,..s,.., MINIMUM 1-1/2' X-STRONG 4 4 4 4 4 ERECTION BOLT STRINGER t 1/4 i 4 414". 11'2,114*',4-*'•4,1*`;14'".4;*'*.1/*^..."...- r--- ' i :1111 .ININ:..44)4.°447.44;44414 .'"4-X 1,4-* r4., 4441 -4 4 4 12- STRINGER. 4 44 II 4,1‘..;;;CC:;"%/4;\44,\.;\xf.'''.." '1.* 2"x2"x3/151HK SUPPORTS AT illooso 111111p11*11 4 • \\\\\\\\ \ ill **444,44„, , . ---. ....„.„...... ....- 7------- 1, - "\-""'"" ": /16*THK_PL IIIW 44, ,, ,., i 12t. ,„ „ „ 3 4 4 4 4 LAND! ‘ ,,,,j1.,ii illi .,, "-^. II &oils c 4 4i 1/4 ) ''''''''''% ..' 4 C10X15.3-/ 12° 0/C. TIP FLUSH W/FRNM NG ; A.* SUPPORT 1 iiirewskaaosual4)-1 I: C8X11.5 i ''''s- WI ' 4 4^ ' =nu C 10X15.3 LANDING 3/16" STIFFENER PLATE AT STILE -4.44 LOCATIONS 2_3 [>, 1/8 (STAGGER . t i v* ' 4 . 44 4, 4 • *41 -44, , 1 4 ', ' I 1 4 4 44 4 4 i I-77 1:77 Stringer at Platform 9 Stair Rail Detail 8 Stile & Handrail Attachment 7 4 1114. 4 44, 44 i. C 1 OX15.3 LANDING i , 1/4.,ri 4 4 4 14 4 4 4 4,, .4 10 44 44 NOTE: FOR ALL MASONRY REINFORCING 4 i . * 1 N.,44,,, I 44 4 4 i SEE P ' S BY P . ENGINEERING. 4 40 4 t 4 L.4 ''k's--..,,,,,„ 1 --"1 .11-sr3 4 .4 • 4 I • fir , , . 44.4 ...°4,' 4 4:, 0*. 3/1 6*THK_PL , . • . ...-- .4 LANDING ,-- 4 4, ' 4 t 4 114 (rill 1 i L, 4 4 t '4 C8X11.5 4 FRAME ( 441::, ...- 1 1 14.1",„„,./1 1 1 44 4-444? =4 ' 4 4" N. rt 4 44 1 I I , i , i i , I ! , ,,,, 4,"'"Z1 1 l 1 i i 14,,. NOTE: . 1 1 i i • I 1*"- 41' / sr ',..,. ill * 4 1 i ' lj ir i 44 :I.„,, PROJECT INFO: WHERE ATTACHMENT TO N, .ioo.,-,-:;::---,....-;-::'::--'''..,-;:'-'c:'-''':'f l'.,,11111111111:1:::1::::-:„.„1, ,,,,,, , , ,a, ' 1 ; ak 444. 44 tir 4 . iStP * 4 • 4 , , , 1 i 1 ..4. \\P;:p.:9 4 4^ CONCRETE WALLS OCCURE, , 1 frr 4 4: 4 • ' 1 te. C ullsi10X0115N.G34_ 4 * '4 14 USE KB—TZ ANCHORS. 4 t 114 \ , I 11 17 .,-- 4t 2 -'' NAP'As. ;IF STORC1UEST STORAGE - • 4 t 1,t4 sag. _ . • 1 *1".:N.tir \14 4 12740 S.W PACIFIC AVE. . .. > 4 4 i'",,,,,, ,-., , ,, 4 t ,,,„ 4 0 . ., 0 4 It 1*/\. 4 "\\./ 0-7 4 t 1/4 V . *4 4,4 4 4 . 4 A. , 1,\\\\\\\\\\ ////////, r 4 t TIGARD, OR. 97223 -T 5" t7,-Thl '---, .. 4146 4 t • , • i ... - • 4 . .. • 4 .r . 4 . '. - 11* • A 4 41 4 . 4 • '4 ' 4 *.t\/44;444%44;41VV144,"*.\ 4 Ilk It ININ, - A • • '.. IC ®. .. N. , CHANNEL DEPTH LESS 2" `"- 44 4,,,* - *ii, Tit DETAILS —15 1/2x12x3/8" PL IN/ ...-------- 4-5/8"0 HILTI KBIII - 0, .,, 40- \,,':: 1 1/2" EXPANSION BOLTS W/ tai 8" MIN. 5" EMBEDMENT \ \ SHEET NUMBER cc o 1.,.. XXX 1 2 xxx 1 1 BEAM AT MASONRY 1 0 STAIR SECTION DETAIL 11 D7 .., .., .11 -----.- , ec k‘14? .4, // „...4 ' •/ . i ( t , . . . . - - - --- ----- - - - -- - - -- - - ------- ---- Th, NOTE FOR ALL MASONRY REINFORCING MC12x10.6 SEE PLANS BY PEAK ENG, IN,EERING. IN,,C, -7 i_ • ..,* 3/16" DIAMOND PLATE WELD\ 28177 Keller Rd. PAN TO PAN/ / 1/8 171-6 fmh"."1:.:ali-cr7a..G','64(1925w5i3.2 $zik. 4 MC12X10.6 1 , STRINGER ,.. -. ......-,.....,,,,,,,,, ,„, - 3/16"CHK_PL ,,,4•0,77,401ll .- /I .. 8"x11.5* FRAME LANDING ....,,,,„,„,...., , ..,,,, •-•--....c-......-.,,,,,,.„, 11111Lail ,,, . --,,-,..-- ... ', , wo:neaFee6:::(wateiii:.7:ivriln:ty:;:3,0:d;420tructri:Len58096igek64:77-tiinineif rBuyc:ti,a.cot,, 11_1 • ,.......:...,...,,,,.„,......,..,,,, 3/16" DIAMOND PLATE C.) 4 4 XiWi ii Shop Drawings Propesty of Kiwi II Construction, N, ..4,,,,,......N• " .4.....:C. 4 44,... .....". ./... .......*...,.4,.../... 4 4 This Drawing(Printed And Electronic File) a:kr • ......- ,,,„. -,--,...........,...,,... '''N44'....%N.N.„....... (BY STAIR MANUFACTURER) CONC. SLAB , 4 . 4 .., .....4.,,, And The information Contained Within Are The Property Of 14wi II Construction Inc.,And 1E3- •INLIct * ""`... '^t-,..---.) 4 May Not Be Used Or Reproduced Without The 4 4 4 . . , \V . . 4 a( 4 Written Permission Of Kiwi II Construction. 0 w% la 4 ERECTION BOLT I . - . 4 4 111101, ‘....'...NNNN... 111' /13 44 A141;7' 4 • . ' '''. '....--"*.1111 ' 4 <'<< 44':: > 4 Kiwi 11 Notes: 2016-07-02-Drafting Started -MTJ 2016-08-19-Review Set-CH \ C10X15.3 SUPPORT 1/8 \ 4 x 2016-08-26-For Submittal-CH 'L' 2"x2"x3/16THK SUPPORTS A 1111 L3X3X3/8 . . < . r, ..t. 1....LJ -...„...M ....- c.:zi 4 x ‹.--1 2016-11-01 -PLAN CHECK-ART 2016-1 2-08-PLAN CHECK-ART 12" 0/C. TOP FLUSH W/FRAMING SUPPORT ANGLE I L.L.1 X x 2017-01-11 -Revised unit mix per ATTACHED TO 1/2"0 x 3-1/2" c., co m 4,w,'.4.,,,,4.4i, I 2017-01-30-PLAN CHECK-ART/3\ STAIR STRINGER L.L.1 } - HILTI KB-TZ ; 4 4 2017-11-10 -Basement Removal -DG I r, 1'<l< x SPANS OVER WILL REQUIRE ----„, <--- i4 INTERMEDIATE BEAM OR LARGER ANGLE; 4 -----,,,, ,, ,...._, < , Typical Stair Landing 4 Stair to Landing 3 Stair to Slab Conn. 2 lit 5-4 > 4 >--- ....‘. *' \ -.....(2.) 1 ft\i / //*\\:"/!*\:\ 1/ i ..\\},..)4,,,..„....,) s...." NOTE: FOR ALL MASONRY REINFORCING NOTE: WHERE ATTACHMENT TO CONCRETE 4 4 1 4 1 /\/\/\/\/..\/\/\/\4;\\./ 1 ,\'‘Vsr ,;\/\/\/\/\7 3/16"THK......P.L --14Lr ' I i' h, , ''''I' 1,46.1. Handrails and 4 4 N's,** 0,....,REGONp I ,--- .....\ LANDAG--. ' 8 4 SEE PLANS BY PEAK ENGINEERING. WALLS OCCURE, USE KB-TZ ANCHORS. 4 4 _ ___ ._ - 8 MASONRY WALL 4 4 _ 1, Stiles. C8X11.5 -7-- 4 IV (BY OTHERS.) < FRAME , 4 \,.., D 7 4 ..04 _ A 12" STRINGER. 8"x11.5" CHANNEL. 1 0 < 4 i il < 4 1 0 ATTACH CHANNEL TO MASONRY ,, ,..,_ ...... , p PP , --- --- ------g 3/16" DIAMOND PLATE , , xX : 44 8 MASONRY WALL < 4 , ' < X .4 C 10X15.3 0,6 1 11 - - 4 4 3/16" DIAMOND PLATE < 1 i , 4- 4 (BY STAIR MANUFACTURER) 4 -..:Z.,-.....:?-... 1141111•, '''''''''`'..,..,,,N I:It, ft tro x 4 4 X 4 4 ,, (BY STAIR MANUFACTURER) 14 ,c- ill 0,10) ... X 4 4.-- X ! 444 I 1 1 _ , *".."'".2-".(4,,..'.....' ,...............s - x CX11.5 ) x -I- I ' -'I L I \ FRAME -I-I-I- A1.1,14, it' :4 , X 'L' 2"x2"x3/16THK SUPPORTS AT ,< x 1 '1 ! I i 4 X j.--, 4 i-I-I-I- ,„,...1j•-• , ( 12" 0/C. TOP FLUSH W/FRAMING < ,4 ' 4 I . 4 ' 4 , 4 I- 11> '"•,..,., I x 4 X : 4 4 , 4 I 4 4 i 4 I'.."1 X 4 4 8"x11.5" CHANNEL, 4 X 4 4 4 ATTACH CHANNEL TO MASONRY . , x x , LANDING I x 4 4 Le, b C 10X15.3 CHANNEL..../.// I:000%A - - x ,4 , . W/ (1) 5/8"cl ANCHOR 0 24"0/C. x , „-,...., -, .x 3/16" DIAMOND PLATE (BY STAIR MANUFACTURER.) I - ‘41F4 'L° 2"x2"x3/16THK SUPPORTS AT Ilk, 'tli x , 4 4 4 I ./ ,4 I 1111 GN 4 ),(c , 12" 0/C. TOP FLUSH W/FRAMING vo. it 144 fP ------- ---4 R k I I (BY STAIR MANUFACTURER.) ),, K ‘).\/\/\./"7/V.\\/\> ' 1 4 < e //////// .`", - ' ,,,i, p . 1 4 ..., 3/16"THK_PL , -4,444,46. l LANDING--A -NI ' ! -Handrails and411:4411, Typical Tread & Riser Detail 6 1C1 CHANNEL TO MASONRY WALL 5 : C8X11.5 -....... < ,...„....NN.,,,N..........._.N. ,,s...,.N, , I i Si tiles. (typ.) . < w_ _ _ FRAME ( A ' -71-1k-2" ' NOTE : 42" HIGH GUARD RAIL PER ARCH'S.. NOTE: FOR ALL MASONRY REINFORCING --- T:: '<>(:)< l!ririr ;--<< -14; 5 . , i 3 , 2-1/4" SEE PLANS BY PEAK ENGINEERING. '70,7?, ‹, ).5 < I D 7 \\, p 7 /// --70 -6 , • 1 . -c- < . ‘....__ : ,... / 1-1/2"0 PIPE . , , < ,..,, 1 1/2"o STEEL TOP < ,, i C 10X15.3 • , " , , ...., 1 , . < 4 / LANDING All 1 ..: ARCHITECT INFO: < 4 14.41 , < ... , • ilt 10 < 4 < 4 . 41 t I i 1 I 1 , MC12X10,6--.N. \ 10 ---\,_ 4 K 4 X 4 < * 4 I I i I/ ‘ lin) * . I I . illP „dal 4 44 1 4 4 4 STRINGER \ 1/8 ir.: ..„..,..- .....-- $ STANDARD POSTS CAP. it 4 X < 4 li ' I 3/1 6"THK_PL 4. 4 4 4 '‹ LANDING ' I I 141P ....- , ..--- \ .4 X 4 x'< 411. 4 3/16" DIAMOND PLATE ...,'-i .."" "•-••. ,.."- i ..... , i ..,, ..,„„1-,... - . I I 4 i i I 1 '' ''' CPalie 4 4 X '-'"-. L.. A 1 1 s' . -,,,, .....• -C'''',. ' I 0 5 4 ,...., -., L. - •:......,,„ ^,,,,,... 12" STRINGER. :/s......, i y - L3X3X3/8 SPACING ' L '''-, - 7' - 3/16" DIAMOND PIATE MINIMUM 1-1/2" X-STRONG < ; < , i, C 10X15.3_ 4 GENERAL CONTRACTOR INFO: 3/4"0-A325N IWTPAPC?-1VDPTN(IPLE PER. ARCH. ,,, ,...., ,. LANDING 4 .4 4 ,..4 I IIIIN'''-,I, < 4 ERECTION BOLT STRINGER f, 1/4 . 1/4 1/ < 4 , 1 ° 4 1114 1111111:::::i:.:* 12" STRINGER. 4 ,i l'i 'L' 2"x2"x3/16THK SUPPORTS AT 4 : . 4 4 4 4 4 4 4 C10X15.31 --- < 4 . . . 4, ., . 4 4 I\\,.4,:"......./4 4 • A '4 ' ; 4 ' ' . ' 4. . . LANDING -.. - 3/1 6" STIFFENER PLATE AT STILE -..... LOCATIONS 2-3 1/8 (STAGGER <1 ' ' . 4 N... ,/ Stringer at Platform 9 Stair Rail Detail 8 Stile & Handrail Attachment 7 STAIR SECTION DETAIL , \ 71 DBL CEE POSTS PER PLAN . 1 A ' Ht 'I' NOTE: FOR ALL MASONRY REINFORCING SEE PLANSBY PEAK ENGINEERING. (1 HIGH, 1 LOW) 411111111111111111411111411111111111116- *,,- a 'L' 14GA. CLIP W/ (6) #12 TEKS .7-EA, CONN. NOTCH TOP TRACK FLANGE ' - 11 ' 1 AT BEAM LOCATION. ......;„ .,....,,, ' e ' LESSpL. :2; I 4;7 :1,4'.1 .. . .. „ ...- .(1..: ,„,....., CEE BEAM PER PLAN NOTCH BEAM FLANGE- - PROJECT INFO: ,, (6) #12 TEKS EA. CONN, ,-e-'`:::>''''-'''' WHERE ATTACHMENT TO .... A lie ATTAC. TO PO's' W/ CEE BEAM PER PLAN ,-- ..,-- - ..., CEE BEAM PER PLAN -- .--"-„$_______ATTACH TO POSTS W/ CONCRETE WALLS OCCURE, * .0 it "17 (6) #12 4 : EA. CONN. .,- ....- ..... ..., f.--* ''' -- „ •:. (6) #12 TEKS EA. CONN. USE KB-TZ ANCHORS. 7-1 71 „- „ .." STORQUEST STORAGE 1.-- 12740 S.W PACIFIC AVE. DBL. CEE POSTS PER PLAN 1/4 1.// \ ____N, A 1 TIGARD, OR. 97223 (1 HIGH, 1 LOW) . ^ 71 to 441 1' 14GA. CUP W/ (6) #12 TEKS - EA. CONN. B DBL CEE POSTS PER PLAN ......__.._.___..,_______________.___.--."----•-----.. 9,, CHANNEL. 11'/ET2.F:GK1H2.TD:TET3Apii:T8H: B A 'L' 14GA. CLIP W/ (6) #12 TEKS EA. CONN. '''' „.„--`/- i .1 DETAILS 4-5/8"0 HILTI KBIII ii, 1 1/2" EXPANSION BOLTS W/ LO " \ 8" MIN. 5" EMBEDMENT LLI cc _ --1 -----1 SHEET NUMBER x , a u_ XXX 13 xxx 12 Floor Deck Opening Detail . 11 BEAM AT MASONRY 10 D7 ,.. ., „... „ . . , . . _