The URL can be used to link to this page

Specifications (83) BU P2006-00299 DARTMOUTH SQUARE 11945 SW 7OT" AVE AMERICAN METAL WORKS, INC. 1410 N.EALPHA DRIVE McMINNVII I F,OREGON 97128 CCB#104864 PHONE 503-472-3864 FAX 503-472-4199 5 = FABRICATORS OF STRUCTURAL STEEL AND MISCELLANEOUS METALS 2008 Btp;Li SI GRACE, LLC ENGINEER: STRUCTURAL CALCULATIONS 02/05/08 G. L. FIEDLER FOR DARTMOUTH SQUARE OFFICE BLDG. PAGE JOB: STAIRS AND RAILING SYSTEM 1 OF 24 0747 CONTENTS: CRITERIA 3 STRUCTURAL NOTES 4 STAIR AND HANDRAIL SKETCHES 5 LOADS 16 TOWER STAIR STRUCTURE 17 HANDRAIL AND GUARDRAIL 25 01*CO;1;:', -.:i;S c,°,1 Zfl C . ;N/31r!1,1114n°4.141cr°/ n;z:.--,:or 1: 41:), cs rAli //: new of NT. :Jf arid pe ormh OkEGON 1. ,261b raPiREs: - 13 REFERENCE INFORMATION: 1. 2. 3. 4. 5. DESIGN REFERENCES: 1. OREGON 2007 STRUCTURAL SPECIALTY CODE 2. INTERNATIONAL BUILDING CODE, IBC-2006 3. AISC MANUAL OF STEEL CONSTRUCTION,ASD 13th ED. 4. MIN. DESIGN LOADS FOR BLDS&OTHER STRUCTURES,ASCE 7-02 5. CALC COVER.xls AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM By G.L.FIEDLER DATE 2 - S - 0B REV. JOB.NO.0747 SHEET 2. OF . , ! f i I ' V . , I — i 1 x,100 , . _ . - ' i S ICE ;_1u:t J J E .�. L _ I 1 -� - _ - I I ' . 1 i j i 1 5V� , I 1 , /. �oi►.I , i ! r 'I 1 ;, I _ t ^�i j f , , r 1 -. --_ ___.. j_ i • 1 1 I f ; , 1 -i I I , i . . .,._- - _ , j i 1 I i ` i f f i , , I I I i i ' ! i ! 1 ■ r i i I ! a r AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE Z '6 REV. CRITERIA JOB.NO.0747 SHEET 3 OF STRUCTURAL PERFORIVIANCE pF STAIRS:, 1 ; ;1 ; i 1. ! UNIFORM LOAD 100 LB/SQ FT 2. ; CONCENTRATED LOAD 00 LB ON AN AREA OF 4 SQ IN ; 3. ; UNIFORM AND CONCENTRA7tE[5:L0A7DS NEED NOT BE;ASSUM7ED-TO ;ACT CONCURRENTLY.! 4. STAIR;FRAMli,JG: CAP-ABLE OF WITH;STANDINGSTRESSESRESULTING FROIV! RAILING LpADS ! I ADDITION;TO;LOADS iSPECI Fl ED:ABOVE. ; ! • ; ; ; ; ; ; ; ; ; ! ; ; ; ; ; ! ; ; ;; ! ! ! ! : 5. LIMIT 15EFLECTI6N OF TREAbS, PLATFORMS AND FRAMING MEMBERS to U240 pRI,1/1."WHICHEVER-- -IS LES. STRUCTURAL PER FORMANCE oF RAILING;' 1. HANDRAILS ! 1 --T -T UNIFORMLOAD: 5-0 LB/Ft APPLIE D IN ANY DIRECTION 1 1 -7: b. CONCNTRATED:LOAD : 200 LB APPLIED IN ANY DIRECTION C. UNIFORM AND CONCENTRATED,LOADS,NEED NOti-BETASUMED TO ACT CONCURRENTLY': • i ; , , ! ; : , ; , • ; ; 2.7 TOP RAILS OF GUARDS: i a. UNIFORMLOAD 50 LB/FT APPLIED IN ANY DIRECTION! ; 77.7 -7 b.ThccNCENTRATEbILOAD: 200LB APPLIED IN!'ANY DIRECTION 4 I C. UNIFORM AND CONCENTRATED NEEDNOTBEASSUMED TO ACT CONCURRENTLY: 3. ; INFILL;OF;GUARDS: 7 :rf a.70;;NCENlRATELY;LOAD: 50 03 APPLIED HORIZONTALLY ON AN AREA OF ONE sa FT ! • I ! • ; ; ; ; ; b. INFILLTLOAD AND OTHER LOADS NEED NOT TO ACT CONCURRENTLY ;-; ! ; ; • M iqE RI AL.SPECIFICATIONS; I ; . 1. WAND WT SHAPES :-TASTMTA9 -FY=50 KSI -1- 2. ! MO;C AND L SHApEg, ASTIYI A36-F.Y=36 KSI-1 ; ' ; ! ; 4. Hs:S (ROUND; SQUARE AND[RECT) ATM,A500, GR -FY=46 KSI (42 KSI ROUND) 5. PLATES ASTM A36 FY=36 KSI 6. ; BOLTS-ASTiiil A325,H BEARING TYPE CONNECTIONS 7. ; WELD FILLER METAL"-AWS p1.1 -Fy=-17oKsi _ 1 , 4 ; ! , 1 -4- 4 structural Notes 074-1 '1-11 DE5ISN CODE: 1. INTERNATIONAL BUILDING GORE, 2005 EDITION. 2.STATE OF OREGON 2004 STRUCTURAL SPECIALTY CODE AMENDMENTS. 3.ALL REFERENCE TO OTHER CODES AND STANDARDS (AG1, ASTM,ETC.) SHALL BE FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE. pesieN CRITERIA GROUND SNOW LOAD (Pe) 25 PS4F FLAT-ROOF SNO1^I LOAD (P) 25 PSF SNOW EXPOSURE FACTOR (Cc) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Gt) 1.0 FLOORS 50 FSF FLOORS PARTITION ALLOWANCE 20 PSF FLOORS - ASSEMBLY 100 PSF BASIC WIND SPEED, 3-SEC GUST 100 MPH BASIC HIND SPEED,FASTEST MILE 80 MPH HIND EXPOSURE B WIND IMPORTANCE FACTOR(IH) 1.0 SEISMIC USE GROUP GROUP 1 SEISMIC IMPORTANCE FACTOR (1c) 1.0 MAPPED SPECTRAL RESPONSE, Ss 1.061 MAPPED SPECTRAL RESPONSE, SI O.3P.�1 SITE CLASS SPECTRAL RESPONSE GOFFF.,Gds 0.164 SPECTRAL RESPONSE COFFF.,Sc i 0.416 SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE RESISTING SYSTEM SPECIAL CONCENTRIC $RAGED FRAMES DESIGN BASF SHEAR 211 KIPS SEISMIC RESPONSE COEFFICIENT (Cs) 0.133 RESPONSE MODIFICATION FACTOR (R) 6.0 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE `RE-ENOINEERED STEEL STAIRS: I. STRUCTURAL PERFORMANCES: PROVIDE ASSEMBLIES WHICH, WHEN INSTALLED,COMELY WITH THE FOLLOWING MINIMUM REQUIREMENTS FOR STRUCTURAL PERFORMANCE (UNLESS OTHERWISE NOTED ON THI' DRAWINGS): A) TREADS AND PLATFORMS OF STEEL STAIRS: CAPABLE OF WITHSTANDING A UNIFORM LOAD OF 100 P5F OR A CONCENTRATED LOAD OF 300 LBS 50 LOCATED AS TO PRODUCE MAXIMUM STRESS AND DE LECTION CONDITIONS. B) POST,HANDRAILS, AND TOP RAILS: DESIGN POSTS,HANDRAILS, AND TOPRAILS TO WITHSTAND A MINIMUM FORCE OF 250 LB5 APPLIED IN ANY DIRECTION AND AT ANY POINT. ALSO DESIGN HANDRAILS AND TOP RAILS TO NITHSTAND A HORIZONTAL LOAD OF 50 PSF APPLIED NORMAL TO THE RAIL. G} GUARD ELEMENTS: INTERMEDIATE RAILS,BALUSTERS, AND PANEL FILLERS SHALL BE CAPABLE OF WITHSTANDING A UNIFORM LOAD OF 25 FSF OF GROSS AREA OF GUARD, INCLUDING ANY OPEN AREAS,OF WHICH THEY ARE A PART. TH15 LOAD NEED NOT DE ASSUMED TO BE ACTING, CONCURRENTLY WITH UNIFORM OR CONCENTRATED LOADS ON POSTS,HANDRAILS, AND TOPRAILS IN DETERMINING STRESSES AND DEFELCTION OF GUARD ELEMENTS. 2. SHOP DRAWINGS SHALL INDICATE PROFILES, SIZES,CONNECTION ATTACHMEN T5,REINFORCING, ANCHORAGE,SIZE AND TYPE OF FASTENERS, AND ALL ACCESSORIES. INCLUDE ERECTION DRAWINGS, ELEVATIONS,AND DETAILS WHERE APPLICABLE. 3. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR METAL STAIRS SEALED AND SIGNED BY A QUALIFIED CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF OREGON. 4. INDICATE HELPED CONNECTIONS USING STANDARD AH5 A2.0 WELDING SYMBOLS. INDICATE NET HELD . LENGTHS. INDICATE VENT HOLES. 5. STAIR TREADSSHALL BE AS INDICATED: A) SHEET STFFI : ASTM A510,GRADE 36 B) CONCRETE IN METAL PAN: 2-1/2" DEEP, MINIMUM C) CONCRETE FOR TREADS: 3000 PSI • 28 DAYS D) REINFORCEMENT FOR CONCRETE TREADS: WHF 4X4 H1.4XHI.4 6. STEEL PIPE HANDRAIL SHALL BE I" DIAMETER STANDARD FIFE,NET OUTSIDE DIAM1=i tK NOT LESS THAN I-1/4" AND NOT MORE THAN I-1/2". SHOP PRIME AND FIELD PAINT. 7. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN SHOP TO GREATES EXTENT POSSIBLE TO MINIMIZE FIELD SPLICING AND ASSEMBLY. 8. METAL STAIRS SHALL BE FABRICATED IN ACCORDANCE WITH NAAMM METAL STAIRS MANUAL. RAILINGS AND HANDRAILS SHALL BE FABRICATED IN ACCORDANCE WITH NAAMM PIPE RAILING MANUEL. 10. FIT AND SHOP ASSEMBLE SECTIONS IN LARGEST PRACTICAL SIZES, ALLOWING FOR HANDLING THROUGH AVAIL.BLE BUILDING OPENINGS. 11. ACCURATELY FORM COMPONENTS REQUIRED FOR ANCHORAGE OF STAIRS. 12. FABRICATE STAIRS WITH CLOSED RISERS AND TREADS OF PAN CONSTRUCTTON TO RECEIVE CONCRETE. FORM RISERS AND TREADS OF PAN CONSTRUCTION TO RECEIVE CONCRETE. FORM TREADS AND RISERS TO CONFORM TO CONFIGURATION SHOHN. 13. VERIFY ALL DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION, C14-1 c T " 0 0 / c11-41 / \ \ EL. 238'-O \\I- al 67/e , y 3'-8 ),101'4 3'--8 ,/ / 6743 /\+ d V T,I% -1 -,4- + \ A-i-Al Q i Z Q 1t It o r' ,I _ Q Y- �, a---i, , = I= fn 8 S-r)c > il to to �, m w — (t) cz 'Q 'Q vi D — __-� {� f1' Ca L.0 ' x t1 ` ri x > I— N .9 w (c) (NI Q `� Q w o co = Th wiz 3 3 <L U ,�,x. = ...pr... ..imilimiliiii tr. —Thv m lam .410LIM E 8 - x (y ---- dJ SPLICE 1 3 IC!)Cli,T x 1 cr .a .Q x v �'\ 7q- I.C.) Tc L5 ° (>> N•( CLIP L6x4x �aLLV 111 (Ni ` ' MK 204E I CIO )15.3 I ,-,U mp \\I, W18 x 35 (ABV) CLIP L6 x 4 x 413 LLV } '� MK 204B -A- , LND'G EL. 2A5'-D . ��'N 31'2/ LND'G MK 204A U 41'8 8'-7T4 4113 , 1 (CLR) / 1ST FLOOR STAIR PLAN STPtn. To*E2 r omi 41 cAl'T (0 i i, cr-4 . , / T.O. SLAB 2ND FLOC , ! EL. 252 -0 i e 1 67: / 3'-8 /10V4/, 3'-8 67/e, / / r-p z ■ tn < ,--- WI6 x 31 /1- • 1f> •ICE 11111 11111 WALL RAIL ......s...11110111111.11NMINgormummemomp 1111111111.111.111111111"114 01111111111111•0111 205A \ = 11 ' z i 40 is c-_) 7 1 ..._ ; i , , A o 1---- it 11111 cl. , , < , . _..1 11 CO as TO CZ LZ" 13.— LO X LO = co 0 • • r0 x C5 IN ow x Ns mosiimmommaz IN .. do =,....t.-.. CO N -±- 1 -q-SPLICE t t 2- M co X a_ ' co x 7 13 .7cr. 1 X 0 U Q N N LIP L6 x 4 x LL IIII _1 , , CI x15 , .3 , MK 20413 O .1 iiiIWILWillifil■ 0 MR MI ,..‹, CLIP L6 x 4 x l's LIN -,1-- LND'G EL. 25q1-0 MK 2046 LND'G MK 204A 6-73/4 43 / (CLR) 2ND FLOOR STAIR PLAN 2/A5.2 Sl-P,12. -1-ot-k)e-a., , r c - - - 0 x 9.8 81-21,4 / / MK SECTION A—A SEE 1 12 010- , l/e. 001.41 \T.i.T4pB.FLG 7 Si--17 8 . - / g-1 1' ) r g- Cb 71 ....„, il g g C 1 4)4 9' g li g 1 g ' A 4 0 1.1 X (.7" CO t, g —4- t ------, - PLAN . I 4,,,,, , cil 4,44,4 22:1212 rip. ,iy \TIP. (—) t. il h(SEE DETAIL) f I 41'N (TiP. r- _1 / N----- —..., ...... u..N. it3di ii:20413 , SEE El 4 E: 1'4,2 R.D. / C.I0 x 15.3 x cf-ID / 43(ce-,4)+3 2 " LANDING FRAME " 204A STA IQ 701,JESL . . ,,-- ,-- ..- , 54 3'-3ki f t i31_17,8 Yle/ R.D. �i 12 GA PAN- h• m m co r -N I \ \ \ .. ry • \ Fr--- f g (N.S.) b {i 346 � ( TIP. � 7 (yo)G IIK 2048 SEE El ft E2 SECTION B-B S'7A11-L. ` `ca,A) 2. • C-141 Si-rr 3,-81i6 2% 3'-51'4 / 2% I t II,. . i 11 % 1,y1 it)lltYP t G.O.L. = 14'4 . �, EL.245' cYc _lii Wm i ,.! b .v "..77,•,, f I- 1\� g(F.5.) 3 51DE5 r o \i�''� �, 3`L A 75b flc 4 - �� 12 — g ,� r�/ \ \ EL.238' h (F.5.) GOL = 13 4 11 7'5.@ 11 = l0'-I / ONE ti STAIR 200A STAR Tow C.0 .. 4 CriLk 12 /CD/ BEV DIMS ON PAN I 2 7/8 1 3 I I4 0 4 113/4 � _ 5 a7/8 1 BEV 1114 0 WIDTH I'-10746 DETAIL Pc. yzosc... ( ..)04)) 11 d 11 AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2- tor - ob REV. JOB.NO.0747 SHEET I 1 OF I , , . i . , i •i i ; f . ! ; i ! I 1 1 i ! '!LO PI D 5 ! : , ---, 's•••• 7 -1 11 - -1 -7 I I -7 , , •.- I - I i , : f i i , ..«. ' I — : :' Tr i • -— I 7 1 ! : ; 1 i 1 i i i 1 i 1 1 4 --' 3 e co'f.,-)C -:!-- 3-7 _e_sc 1 4 1 A. ! , „ 4- - , . 7- 7-- 7 --1 I I I ! I 4.L.< isf , , 7 . 77 -.1.- -', 17 I" 17 ; I I f I ; I ._; i ; \‘'?1, ' I S4-1-1-5-f I-kJ__,Iici _11/..tS =i24t es_c- 1 , i I 7 - --+ -7 s .,-,- ...: 1 ,•: ; I I i 1::: ■ 1 ' 1 i bEAD ;-4-;. 1.31 1 .4.-4- i.;:±:2. 1 :-.] 436 1 ISA1 47i f 5 c - , -- ---t , 1 t ; I I I 1 i I : "4- --r- ! •Ti 7-4,- '71 i I } 1 , i i • i i 1 I I -- -,- M G-A4t)/1.,1 WZ'!! -1---!---- -+- --: - - - - -.!. ___ _ .4... ...4, I., i ! ! ..! ! , z; 36z: ek-'v ___._ , ,__,, , , , i . — I ; , i 1 ; ; ; i ; ; 1 i. 1 1 I ?A tNat 1--.....- :?...:_4 Li nc ' ' to 5 i i : : .. -- --- --- t- ; / , , ) .., 92 1-- , i 1 ! ; I. I I , , , ; i 7.).e_th .1- .4.' 0 ,.2,, +s !...,, 3112. 1 $A%/i 4f0e5c,i , : : , , , ._...4 , ._ ._... ., .„, f, ... I i i 1 i 1 1 ! . ; i 1 i ____ ....„... .... -- -S, ; L t 1 ___... : — -- ____. 1 i 1 . . : ! i i , i 1 ! '- ' 4.. 44 -7 7- , -77- : I : ' I 1 I : . I ; . ,t i 1 I 1 . 1 I ! --1-- -71'; . , 57C,Lti_C., ...,..,W I I-i'i I 144_11..10_e,,,, ir,"_____! ' ! . I ,______ ,-. ___,__ . • ! i ; I• _ _42.112 ,,,,, 6,_.(1141 ):IL IILE,i t-- 2A.4-1 , (_t2LET(k_rit_.AL , , , __ _____ __L.. _...._, ; –r---:: 1 ; ; , ...._ ! , ,, 7 ---', H.--''.----'2_,TD ltr64-,.. ; 't ■ ....--.1_ ..; 1 f a -!!) i I I it. 1; ! . ! --i- --+ ---4 _:_ _ _____4:.!, .. .._;4,.- ''''...-]", 2 ,''? -4...', 1•47.!.(0 —4 1t I 1,,,,::1;',: i 5 ------ -- : 7 -77 - - - - T T TT- 1 ; 1 ; 1 ; i i ! -4— -- . ----I ------7- ---. --" -7--- ; ' ..,_- -_ ____,-_____-_,-__---, I , i ! I t I -7 -7 I __..L, ; I ....—,— ',---- ----. '..-''''—'m. -4 --- i ..,--- '4. --- -;-- ', — . 1 , , ! . . ; 1 . . ; i ;------;.-- ---:- I . ..---- ...--- ''.---- - 1- 7 ---.-- -,--- 7 — 1 i ', 7,, 1 !i 7 i 1,- 7.— 7 --11 1,' 7• ,. .. i I i i i I i i i I I i ! I ' i - „.. ..„. _1 4 :7 ; ' I I ! i i I ■ . -',-. - i -7 --; --;, -,- 7 -1,- , i--- ' '' -1- - 1 . ! ! I ! .. .. ! ; 1 I I i I I ; i 7 ; 1 . . . , . : ...--- e;--- AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNV1LLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE '2_ -1Lk - 0 2-) REV. JOB.NO.0747 SHEET ‘2- OF , 1 . . , , . : . , ; , , , i , , SINAlt-._ Lo i , --- ; , . , . , , , , , . 1 , „-- , , 1 : -- -I- -7-2-, ,F ',4,, .5 .,,_c,...A f -7 1,4 40 -I i 1 1 ' I , i ! t 1 ri<. e =V24S- ' --1-4c1,..t (4 a II ' ,,..,. 1 , 1 , , 1 , 1.,_ i 1 , , , ,--; ; i- r ---, , -•-f 1 -1-- • 7 . .o 1 1 I i 1 1 k ,i 1--- --- — --i ! ....,_ _ _ .; , ' "i” "1 ! . I : . 1 .... , r I : ,5- Li'Fa: Sfry , 51 9 (,,;' 1 , • aio , .4_, ..._....4 , , , ,, _. 4 : ,- •_••• ,,• 1 ! I — i i i i 1 - - -! - ---- - ---', ., _. _.... 1 . , . ; I I , ; d _l ="... 3o 1 k.,) ,PEA., F L A"P eL, 1 , ._,_. , • - 1 1 1 „.‘, 1 1 ! 1 I '7., II 14..... 1 i4-00V i , , ! ! ; , _, --; .,. ,_ _.,._ - -- -"!" —1 — . 1 , 1 I 1 1 I i I i 1 I I , ■ i 1 , I i ■ I , ...4 H... ; (........... , ,, ! ._.L. /.4-, 2 ).• =- 44-12_6 ic-Qcil, 1 , -, -i-- -i. ----_,4.-----, ,,... . *!. . : , -r ---, — -4- - ..... 4. ; 1 7.iS 1 I 1 , ! , I I I 1 I * i i i i . . , ...,.....,-..- I ! , I I ' ' i ; I , _,,,,,,,„ „„.,., _ -- - '"" --1" ■ ' /;,CH i i ' 't — 1- I 1 , — t — - I , I . , A .0 ' ,11(0'4) i. s't.) ,....2f .'1 I,.6 3 vap t EiQ 9 co ) i p ,,.... , ■ . ' ----i .,.... __L___ T I ' i , , . I . . • . . , ,,., ; ----i . 4_ .....,_ ...., i-- --r- -,, 1 C43 ! i i oLe '',,Q,$--) of -_-....., . 344 ,,' 7-i-C tr`e] , 1 ; ; -; , 1 ! i 1 : 1 : 1 . : 7 i ! i ! 1 1 ' !SD -D L -,.., . q--C-4(5C ' -'i--Till i''L--,:--- '-1-4 -,C$-.-3,7 1 , 1 : ...... _..„ ... ...7_ t ---7-- I 7- - - - L' 1. 1,,- _._ _i -÷ ------ --' — ____-- i 5 Mi k LIIBL4'S eS . . 1 , , ! i 1 . ' ... Cle?Me0A)tr-rt,S Es 1 Gio c-6 ,iPoez 1)+1, t's..))L.t.... tt i 4— -7 - 1 ! : ---,- 1 ..4 ..„. : --4--- ---4 --L- I !(NA t!C.... LOA Dri ;„_L jt ! ! i — ; r -,---- - -- --- .-4 --- -- ff— --I ! 3 i ,,, jj 1,)C10.D' i. ILI:Z?. 13 1: - "-t:,Ca-,11 •z.>:S. _(_,,,LE:__ ; I ■ 1 , . I . . ..'. `'.- 1- : -■ --7 -,' "---1 --t-- ---',."-- I ; " I1 ■ f i ; . . 1 , i 1 1 i i i I 1 1 ■ 1. : ' 1 i . i 1 i i ...- : i 4— --i- --4.-- , 1 T T-- •—r 4. i . ' , I i , ■ i 1 . f i i . , , i , I ■ i ; . , , . . , , 1 . , , ■ i 1 1 ': { 1 i i i 1 1 1 1 i ■ 1 i _ . ..... i . ' --'--- -,-.- H -.1. I ._-,.. .....,... _.:____..i I - ..:-. - ., 1 i i ■ , ■ : , 1 1 ..---- ...--- AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2- 1 q - c;-' REV. JOB.NO.0747 SHEET 1-3 OF . . , . . . . . , , .• i . , , , ! . . : . , ■ . .... -..-.--, , ! i- .4 i . .•;. : . . . , ' \ . la.G'F.1 c ' ,5-1712-41,4, GtA--ct, ST p_j_i„) ;Ea.,. ;(-To,..)Q7,0-) ( , ..,PT S`;T (..,;j STA liz_AK 260A 7 7 . , t . , . , . . , . — 1 ; .; ; 0 7 I 7'3 Cp1 ■ , , ;iiiii 1 ! ; ".,,,/ : :,.,i!, ; • -, 14'1 I 1 i CAV :-'- ;0 5-0 ;FT-if 'Y'rk-/ 7------, 1 :--; .; IL.> frFT ; ! , : f.-- : ..;__ ; , „,„: ., __ , : .--' - --,., ; 4 --, !!-- -', _ 1 v , 1,-,' .,: _i . : ii_ Lzt 3,to-i.)___.! -:. . Z3-5 T ! .1.t10; , , -- ■ 7 . . - 7-- -.., L . -- - '.- , . /0 li' i . , ! , , ...i..: . . 1 . (stm, o !SW,T c4,)- ; . . , . ., , 1- - _4 , -. " ,,,,----,-,--- . , i , . 1 , . _!..._ .._, C 0.)(!/ 3 R a e.i'. lik,kr.., S t'•"0-fil e C2zE,S1 f 0 EJ i : -.-- --': . i ... ..,_ -r- - ; ; , ; , ,, 7: '_-_:. '1 r r_.....:. I ! . : --.! ---!] • _ 7 - . : ! . . _ i . • -Th P)t-Z_3- I I 7-; • , , . . ■ . , , . --4.' ' . , . . . . . . — 7 i ' . LA-tu-0 i • ''')- rt,i,111,- 264:,'A (:1:-.),I;.; : (,,s0-1- 1 ): ; . ; . . . . _4.... • : _ ; •_______ 7 , . . , ! . . . ---------,--- - . D — --- .- '--- ___.........._,..._.......:,......____:_.............H__. , ----- 1.$3 _.. . . , ST ,1 12F: -ACT' NY --, 1 r .._ ; . -,-T-4 r-t7 A , i ! cA);:: 0 iv I F 0C4,Al\ 1.-A(.)0 ivq :. LoAD : ; ; ......_______ ___,_ !_ ....... ,......2....— ........- ...L.:.1,...-4..44--- } .-....- -- ■ .., —:-. .; ........_. --.1 i . i , ! 3.! ,, ; , --7 • -1 r , 77- 7 . . . ; , . ! j.< la + (+lit 57,) -7, ---- , ; . : i :3-:(-3-4..„)4- . ; __...m .... ____ , : _..4.,.. .-. , ; , fa , , . 9,8 ! CrofJC , rDE t*- ?,0-Arcl:ES i C-6Arf-risv‘,00,)11, • I . . • ' I --;... ...,... •., , T I i I i i . I -,-; -- ..: 1: 3rir-i: . -1,., 7, ......,...... _ . . I .-4--...*''''' : . , ; I ! I 1 • , 1 ! i ! I AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2- 24- ° REV. JOB.NO.0747 SHEET I di OF 1 IA 00 ' i'2. „ 1 z. 2, A 1___[_ 1 ' III 7:-, (.) A Tilop.) F * .4 ako,( ) , 41- 1/ 1111 --r---T- ritown,, I I p,1 1, ,/ 1 1 I 7 11111/fil T • , N •111 r ' 11 141 OMIall 1g 7 (° i g 3)11 4 I IL') t ICI- :1 2jSe”. 11111 II III sTrT 1 - 1 1 1 III 111111111 MN= i lis.3 /0) . , qf t-1(14 , . , •, , III 1 111116.', 411 /0 / . , . -.:Ii i Ft7 1 1 MEMO 11111111111111 In 1 1 . EMI Ma , Py 111 .1 .. 3 i . . ei.c. 1 1..\.., 9,4,1 (IIP c., 1 1 1 I Ell ' 1 1 i 1 i 1 , V E c- 1 i i 1 1 — 1 ' 111=111 ?Ai\ 4-t6 (c4-) ST 7 _i_____[ ,- 1 —Ft— MIA' II! (-tr.) ' : a ,(1-- .. b .1,rri sa+-4---Tio ai 4-pi it Did -z III_ .. tatilla 7-7116260, 11111„0 2,ck/pri D ' L. LA 0 % 1111111MINEIVENIMMIMIla 1 ' IlIIl . I 111 =11111111 g- 'CL'÷---V('; 5"-A .7:: .3' -1 11 ' 11111111 1111111=11111•51 2.S1.4-(k1 -411 C 1)°'2- ---7 . . (oll-k ' I 11111111111111 111111111 _Lr. , 1 I IIIIII ____1_ Icr>(, it, Si nu 1 , k (czi' '''. 7 -1 tS. c hlealltMIMIIII --F ''9 , 1 111111111111.111.1111.1111.1MINNimammetamm i "EMI - IEIERIES- 1 . t- -- __,1— M 1- - - f 1 --.- -I" -.1-- 1 I i IIII - - 1 1 , ., AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2.-2-q-0 Z . REV. JOB.NO.0747 SHEET 1 5 OF I I I I ____I 1 , + I 1 1 L. -)01■3c so,epoa_ - i:p 1 1 ±– - 1 I 1 ---[..--p— —(1, 1 , ft, 1 I I 1 I 1 1 I 1 I 113 II N lila IP P---. 3 -17 k 1 1 1 L.. , 1 i 1 101 i i LI co I 1 L., ;0-I 3)( I 1 S" 1 1 P3 Ix - i 1 1 1 1 1 ' i 1 1 i ! i . 1,ric)i ,Nt.;„:, 111111 1 I , 1 1.7-5-1 , '11 I I , , rE6Z' 'r -4 =I 7 (', Co ( 1111) N1 = .Se? > 9-3 I I I ■-- 1 - . I I - . t t I , a4 i /\10 Gcyo i 11111 1 i 1 , 1 1 1 1 11111 i 1 -----7±— -s-y■ Ft\J12-- } I 1 *,,,, / ft 1,., , 1 1 Mr 1 ' = 1617 1 , Err, ‘ Ilm , ,u , , i, q‘ -- ... 2. 1 i ■ - '--1--f , 1 ' . i .1111111111111 IIIMILIEIWFIMIEIIIIII 1 1 immilli ,InNommimeimmusiaimmowillmmi 1 , ' 1111 ' . , , I 1 112131MILIMINI . . , . 1 I 1-1--1 , -0-- I, '1/hd.r .012._ , _T_1 1 1 ' 1 Normsommill 'moms , ! ! _ I cioL-Dis 6) -zS( C) .: 2-Ct'^1 1 141_41 1 __4.__ , , , , ,172 I 1/, 4 ! t 1 1 1 1 , 1 i — ...--- --- AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2-2-`? ° REV. JOB.NO.0747 SHEET 1(-0 OF 1 ! ! i ii ! I I I I I I 1 _ 1 1 L JDitj 1-) I 'T 4F Iz g AA K 2(' , S JT 1 i' f _ � 1 I ! i j j 1 ! • I r 1 T�_ I �k .. 1 21FTCC I -L. N—I:- I .1)Ly — I y-S I I I ! i LU = lo 1 111111 CI'>: 1 1 1 F 1 It 1 1 --�- .r. ) t 2,„1 ,. i r r (91 , I 1�1 I I I -T" 1 1 i � I I� I I 11 . __ I , , I biz:x4 I i u� c L22. x I 1 i i i 1 I I I i tc ri i_>r-j'E -+ I 1 1 I I I i 1 1 io►� 1 T t© . ST2iP 1 I I 1 I . ! 1 1 1 1 I k N tA T I --- j 1 i I 1 I I I L 1 .1210 !( 4c)da) . i')0 22 I FT- - I 1 i 1 i iI i 1 I 1 1 1 11 n i_,, fi (oa ,V , I b ' n i i ! I i j 1 I 1 i 1 1 ( , ' ! -, 112 1 - .it,'''I > , (9' q c9'e. I ; 1 1 } I ' i E I , I , T.E_ 12 0, I 1 1 mac, S L c S,...)PP oc t S 1 LhJ t a u I 1 f i ' I I I O t► Ell ■ ! I i , IIIIIIIH 1 /0aI` F7 1 ! � 1 I � � I CA 1 1 1 i 1 I' I-zz 1 i _ . __i. i , _-i - 1 1 I ! I I GUfO 'C Y•..v � (.),4� ��C I,3 : (Q�i �J ,p0133 I. (� , S _ ooI3 " j ) = • c33144' iFT < .„43 °.'1 I 2” rJ aE To(' of s1-4C;) m 31 - 1 ,A L aLA : (/ 4..._ AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC D 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 2-2--Li-O REV. JOB.NO.0747 SHEET 17 OF 1 1-4b I I I I I i 710, dropop )1c-,(...77 of k 1 r I I 1 1 1 . 1 --1- 1 r 1 , I PA il" -.‘26 ..8 „,T IIIMIIIIL ____I____ ; 1 cli,,11. ,.../4--rt M ri ' 1 mi il IENIE II a = flernielffill. ICI. t) : L3k- , 1 1 1 , , 4 1----' I i MI . 1 , —1— I MN - TIMS -I- IMIll ‘"- ' --.-: . 't";"i MEM - ME ' III - --- ' 1111111111=1 • 1 1 1111111111111111E111111 ili 1 1 L c;ik an Min IT, - 331 iiiMiiii H MENNE F 1 ' 111111 IIIIMIIIIIMIIIIIIIIII i I UM 11 III '1 us _..............., , , , 3 1 : ,- • 1 i i Lti 1 1 E,L,Aci F-Q C-tni..)ki c ,I()A)- ,1 i , 1 , 1 ,i I , I , i..1111. 4: 1 c id i, ,- tY)4 1 a,r,P ' 1 - 1 1 1 IS1 1-1JG 11154k n. 1 1 .4'.5C.. QAL I lie LI US ,e, ril _4L 4L ES 1 1 1 I immommi , 1 , MEM i , . ic 1 i/1 1 P -Act:77 0".3 I i , 1 , , unrommumairomammormuumnismum 1 1 1 1 I I 1 I U E 2 1 34 Ai2.5.' koCTSI I i I 1 ■ 1 , I 1 , . 1 t/J -4---CE0 0,0AdvEc,--poti..V. I 1 1 I I , 1 , , I ,,_ 1 I 1 ,i ! . i, , i 1 1 ALL ki,..k.L 'S ACE. 3/R0 -f-i' LET 4T LT 1.: ac.„ 64_,85 ALL 2 cr 0A-c I I __. I . i I f i I woo- mil -- 1 IMME1111.11.11 ! MOMMENEB I , 1 ___ NMI 1 1 11 MI II 1 I , , 11111 , 1 1 i 1 i al- 1 ' 1 IIII IL I 1 1 ..-- .--- .--- AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 1 . .2 Li* 0 e) REV. JOB.NO.0747 SHEET I ca) OF 1 I i 11 it I 1 1 El 1 1 1 i 1 I 1 1 I I 711C)Ld'i)a 15_74..Pri JIL ill Ai iL ____II. "F .,..._ Th.? ,rt,i_OLII: A4-1:- , c:: '.,);‘,1'. "hr Na 11111111111111111 I 2--' s i 1 1111 Illal 7 1 IIMI UNIT ,-, IN H S I I MIIIIIIIII 1-- 1 . I , 11111 _1 I II TA _ 1- r - • ______,Lcy CIOR = 4-45.* 7----- 1 1 icy (BOT)1 = 4.4569 III 11 \ I I I 'cx TR-10E11'r IT-- 11.2 1111 . ,cx (WT)-- -1i 1 L------r- \ , ilx = ,14-.522 1 I IV 'ly 1-- ,-- 1370 S-x4-(TOP)r---f- 3.258 1 k '1 1 ' . :COI = 3 258. ' 1111 =Num Sy (R‘CHT) = .314 , III ‘1 1111 ill Sy LFT = .314 I i I rx = 32. 1 1111 I \ I 1 , ■ , _ 11111111IND 1 1 I I 1 2 ils. (-)A1€0 1 bL =14 0 FT I iii I DIE cjrre t , - • = i anmif 1 nif mil . ) 3" 11-01' 1111111111111 I i I 11111 I 1 i ca. .t.- ,30-E, , 111111111111111111 = ' 1 8 i3'(')-1)4' ' 1 , I i I i , , 8i 'llillilllli lil 1111 = , : ciaM . *°° .,„ :CI - _i_l 111110111111111ff 111!11-1-1 I - 1111111=11 2 '5:-:.12)- 10 I I 1 ----1-1 1 1 , NUN III 1 1 , i 1 1- ,- , , 07(-11 5HT )c) /3V4/ '3'614° a203 (N.S. 1 41044 71' -I. b203 rg ori010111 tr) Iv 1r101011 010 T'e p Lo 0.203 (I\1.5. 44104 0 .., 000111PP 0000 00 ow" 12 -111 P 1 CA L. i-lAt4VG130-r 12-A 1 L., .„- 074-7 v 2c) 31/4 1346 n 13 6 I r r.� 'e: OD t, 01 15�6� INS RAD l% I�r ir 0 45/;c? a203 TYP. 116, i ro 546 / ; 1346 SECTION A , . o s AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC D 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 3- 3- 0 e) REV. JOB.NO.0747 SHEET 2-\ OF . , . ! : ■ , . i 1 , i ---',- 1)--Lik 4-'5"--D -1-:!"2 j,:Si2-42kb-SP:EEr 7-1-4,) -0-1\3-A LI'S€ iNIA14Df4A,t 1-- I . cTS , (''..4 , . 5. ; , , , . , . . , 1 . : , . t - ,' PAC -3 tr...“3 0„c 1 A N)i) 011€CIO Si STU c-TO At.,-- Set ct ALI tl, Lob€ 2ier, 01 , I AO fv,‘,E,i3 T C Af A O'f - /4 __, i . ; i . ..A A , . r' ■ i I , , 'V\' ' - IVItiN 1 hE --- . . -t , . . , , 'i PS leo •F 8 -1 ' ,. .„.. , -- - - - - - 1 : ; 4. C . 1 : . . i , 7 -'--- i , , . I , (t> -1! t'.. it.G77 i , --- -- - ; 1 1 1 , . . . i ..... _____f___ i -.... __t .... , i , , ,_....._,.._____ ........ _ ...,,,_ ....4 -11.-a ' LL As so OIED -ro i'l. E , q F , : , -7-- —-4---- 1 I :4 , ---€3 ; .. f , , ■ i ; • i ... _____ . L.---........._,.,....4a...._...."' . , c-, : , -,-, 74 s ',-AfP L-I-e 0-7-ki:---St.tfkt: ''' -H-- , , 2 : , . , _. _ 4- : - : --,--- ---, , _ ■,_)-(:) --- riz--._ e\/:\ , . : . ■ , : . . . . . , - ,1171 = -i6A)--+i>'t- -tty8 ' - -= --.- ' I -'-- R -,.-7,-(.4-f-t)L-)1--/?...' i . , --, — ,,,-- - -,-------- , b!,. iv,\c,rin€P-xT; P-c)s-N,.. CC i 1J*,I N V 6 V S:. 1-4,A' I L. . . 1 __ _._ -4- ..--. ; ._......„___ : _T_ . . Pa 1.).-1* Lpe,6 . . _ .---* -t--- , -^ --- -. ,...., . % ifit',PX 'G6■10.1J$ ---,- ---- H ,_____i_.................±_—__ ;.....__.,,,_,..... i _____0....i2._....' ..____.i ,(5.4...4_..., ,t, *...___.;_. .... 1.A7...f0 ...7 ...„__ ; 1),1 !,, , ..'.` _ - _ _±_ . --- - --- -------------------- - , --r1 -_-. - -----., --,:--- ---*i,' --i-----,' , , . • - - --- : . , 7 ! ; . • . ,• , . . t “_4 , 1 1 , - . .........f.. ,........; ---4 .__,. , , 1(4-40e-ALZ-.00t-TAlli...) , : i , . . , _ OF__..( !P 4/2.. 1,,.as •..., ) ' , . .-i --,-- :- -,- -i- ! : , ,. , t \-. 1-_,,,lo $.4).4u,) ', 2.. . , . --7,- . -5 114- LE-SPAN : , , , i . : ' ill P 01 - ;-- --'- i . . , . -'t- ■ , : . 1 , 1 : ,i ! - ' -- - -I "1 I - -- , -, 1 -7 H , 1 . 1 ■ 1 I ! 1 ; . . : I I i , i 1 , , 1 AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. STAIR AND RAILING SYSTEM McMINNVII_LE,OREGON 97128 BY G.L.FIEDLER DATE 3, 3 oe, REV. JOB.NO.0747 SHEET 142 OF . . . , : . . . 1 , . . i . . 1 ! , i 1 i 1 i . . -... --i-, ........ 4 Tr, ,, ' . i- 7-- I -- • , 1)(/)."T 1 1 , . , I VstZT ;Cz:t3. t C.--T 1 c) j*, 1 . __!..__.........d___..._;______.. --f- -7 : 41110, i 1 1 ! ! 1 , • ! , : 1 , - . - I ; OD; ; ; 1 I ; I i ;- i 4 VI' -2-- 01 -(.. f!--L.01,' 0 , - 1 i ! I , . •-', 45.7-: 'r 6—€2iii4"1447 7"}-9- , 7 H , -1, 1 ! I , : ' I . I - i ' i i ...„ ..„. ... ....i. H - _ . I , I i ; cl ,LAD rr: 0 D 4" C:41" I ! t 1 I ; ' 1 ' I ir- -- -+- ---i- , ...:. --- .....! i-- ; 7 - , . lita, 1 , ! I , ! ; , ! I 1 , 'IIIIIIIIIM' , 1 ! - -.0--,t-- 1 -C2 1 1 -,-- ---, ; ..1 7 ; L. 1 4 i 1 i 8 r 7 . k....), . i 7 1 ( i .1,.. , - ---,,,, I , 1 ; I I I I I , I•-- .,._' jki _.2, i !2. '"I ; i , -- —. -- , , ■,,, 1 , . t , ; ! _ 'T ---: ■ I . ! I I q 8S-614k‘I X'5.TteE,%! INV't,Q*St FA C-1-0(14 . -: ._ ...,_ ......4 ...., . -,.. .--, . ! - I I 1 1 I - , --4--H- -.- - -i- .--- --;. . , . . , , , , 1 , i i .....; „ • • ,... ..... , ........1 , , M Oiv‘q,p0I"-; C.44 A c.t Ti op Q.0 v pi 0 6A , (4, ! . i I ! . - ---i I --,,," -,,--; ______-4. -4-7 I I ; I ; - -4,- -,-, ............7,,-.. c ' ,--- , -T11j -: ! 1 . , 1 1 i 1 _—M_I_I4,,I I i,a 0_-r-._..44...,,!•I 4 ._ 3-I_-i,:,I . -I .....I 4;;I.; ...-1-i,.;. -..._--4 i i t,■,i' —' _ -- - - .-._...-„'r 1,I I1 i■ - ...___ 1.- ': • ; ' ' I i : : I , -. • 1 ; 1 . 1 i I V 4- -I- i - --,. :, ----t-----.-; , , 1 , --i . ■ I I ; I i i ;..,.. .: __ ___. 77. . .....4. ... „-I ' -- ;- ..i ..--1... ...1._ — ___4_ r_ , ie", ' • : ', 1 1 „..., ,.. ., o ia,._r ALLIAatwooD , ritLel- ' ;!-4' c: E , amTtp,A) , . ,, , , ', i I As', r 05T eioAliAi G Cr/ oi0 i , I , , . 1 __...... • ......_ .L... ...„.. ........ •-••,-- ; ,-.- , --- ; , ,-- , •-, , I Nt --=. t -t 7 (414,CT,00 tl . . , , , : i , , , . ---I ; ; _..4 -..... I ! I I . i 1 , 1 , , i : • ___. i , •:. -,.• , --L ,- --.----- 7 , : - --+-- i 1 4 1 ; 1 I 1 1 ' I i , ■ i '' = -4. , ..,... ... : ' ! : • ' , T' ".; , , . , ! , . ; , .. 1 _, , . . , . . , I ---- 1 , i ■ ---I- , i I 1 1 1 i i i I I . I : i i i i ', j ; i ■ . 1 --I- i -- -I ; -I'-'-- I'---- - I ' I , . ; ; 1 i • , • , t AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC D 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. STAIR AND RAILING SYSTEM MeNIINNVILI_E,OREGON 97128 BY G.L.FIEDLER DATE 3 3- °E, REV. JOB.NO.0747 SHEET Z-3 OF , . . . . , . DESIGN OF:TUBULAR HANDRAIL AND POSTS' . ' ; i ! REF: ALLOWABLE STRESS DESIGN(ASD) ;MSC 360-05 1 ; --- -', - OREGON STRUCTURAL SPECIALTY CODE-000T /BC 2006 -- _-, - ! 50 lb/ft, UNIFORM LOAD ON 7,1-0p RAIL(20 I4/ft for Group F occupancy) ! 200 lb,ICONGENTRA I .1) LOAD 00 TOP RAIL r ' .. 1_33 INCREASEIN_ALLOWABLE-Si-RE:SS --r- — ! _ ! PIPE--ASTVA53 Gri.B i I I ■ -!, : ! !-F ' ! 35-ksi - 1 _ jran. ! Wail rtik. -M,-ft-lb ! !-Pipe DA ! - ; — I 1.315 i !0.133 i : 433 i 1 STD 10 T ' • 1.315 f. !0.179 : 541 ! 1 XS : 7 i ----ill66a '- -0.-1-40- 753 1-1/4;STD- ! 12 11.660 0.191 i ! 963 `. 1-1/4_kS 4._.' 9 1 ri __ 11.990 0.145 ! 1040 i 1-1/2 STD 13 I . i 1 — 60----IY:20g -.1-349 i 1-172-XS TIO . , t ! : : 11 : 11 TUBE ASTM A500 Gr. B ___, F I ! 42 ksi! 1 1 ! I _ --, -- 0 Wall Ttlk.t Vali-lb Tube DA 7 ! ' . . _4.500 ! 40.409 ! ;-58g -4--- 127-ga. ! 44 -- 1 11.500 0.125 661 118 : 12 1.500 0.218 i 1008 7 7732 t 7 . ; , . , i 1.5Q0 ! 0.250 -f- 1103- 4- , 1/4 1.500 ! 0281 ! *1185 i 9/32 j 5 1500 , 0.375 ;1372 .: i 3/8 4 $ 5qo e.50o H1510 1 —lig- : -3 ir e! ! 1 . . . I— -tSinOle gpari!v4itfibradkels aferidsW1 T .; T ! 7 i 7 -7- , , ! ii_oz*L RaitspanTft iyi4t41b_4-Reactiintritx 1 -4, ; -4 -- -1,.- --4,-- -..-- , 0 Point! ! 0 i 1 : 0 ; ! ------Ufm! 7 0 i r , Two or more continuous spans Load 1,Rail span, ft M ft-lb i Reaction, lb ----;.-----Paint 4.33 -12 ~- 22 i 4 t: c---.7`0 rc,. c ic, Uniform i4•33 1 ! 127 1 i 292 ..„., .; ,' ._.2 , , , ! : , : , . : , ; , , , _ . -- - ',,-. - -,- : i271. ! 3.35 .''907 ! i OE ; I i ..• : : ; ' • 1 ; 1 1 I • i ; I : I ■ I I 1 I i■ . , I i i I ! ! ; ' , 1 ■ ii 1 1 :1: : I 1 ■ , : . i ' ! 1 : 1 1 . • .... .- , AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 3-3 -:: c'B REV. JOB.NO.0747 SHEET .t.-t OF 2.9 . , . . . . . . ! ; . . . , . WELDED POST CONNECTION I 1 i" I i' ! . . , 1 . i . . ' -, 1 77 . I -I -t: ! -1 1 7.-- , I ' 1..66 lin,....POST_OUTSIDEDIA. _J. ;,-- ...„.. : ... . , , , - ----; -; ----- 907:ft-lb I, BASE!MOMENT i 1 . , 271 Ab BASE SHEAR 1 , ■ , '. : ; ,I ! 1 , , , , ___,, L _,.! ,, : ; , -H- , ! ---; , -- 4-- -, 1 :- : : 1 1 1 ! : ! # t 1 1 1 1 USE:I , 1/4; fillet weld ail around i .-----, T 1 : : , i I i i , i i „ I „ 1 _j_ i 1 , : ,i , 1 • ' , 1 1 i ■ i ,. . - --i- 1 i 1 i I jr- ,--- , i ,i : ■ ; i 1 ; . „ i . .s „ ; i i i -1.-- -1-- .i„--- i- -L. ! 7- : i 1 , , ',4 , i 1 1 i I I 1 : : , . 1r, - ,, , , , , , , , . , ,f, _, _ ., , i ■ I , ' 1 " .• i 1 i 1 i . . . . 1 1 1 I ! ! ! ! . -4 --; --:1-- -4- 41, -4- 7 1 1 , 1 1 ; --- !, 1 ---,--- -17 : 1 --1 -,-..-- • - '',- , , 7- r 7 1 , I' - i I ■ 1 1 i i ; -.1- --4-----4-' -' --i --.- , I i I 1 I 1 ■ 1 i ! i 1 , : 1 -HANDRAIL-BRACK-ET , , i . ____.; _...L. , I 1 i . 1 I . , i , I 1 1 1 1 i , I , ---i-------■ , -± '.- -s--. i t---- -±-- , . - !'---- + !-- j-- 292 lb, P- MAXIMUM BRACKET REACTION , i -----,-----.154,in-',---a-,,,CLEARMCE ,_ 4...._ ...*_..... _..J , , — ; ; 1 1-.66 An.,.HANDRAELD_UTSIDE DIAJ _ . _ _ , ' ! ' . USINGASTM-A367ROUND-ROD: I --- „; ---4 i I -.. ! , REQD d ____ _0533-4.n. , 4... J, . . - --- , --1 -----1- 1 : ! !!!! 7- 1-- -7;- ---t--7 ■ 1 ! , --' 1 1 - - , . . 1 , i i 1/8 fillet weld all around 1 . . 1 . , -. , • i , i 1 ! I I I I I I 1 I I I i 1 I - - _.-... ,....L.. ! 1 I ! 7, L. _-.., ...-.4 I• ...1._ 4.- ,__1 ,---- ..: : i I I-- 7 --, •,' : i I i , 1 ■ 1 i I 1 i ! t 1 4.. ..4._ :,.., _..3..... ..... -1.- --:- ----- --,- • I ' . 1 , i i -', ----•- 1---- , ---- --t - - ..------ i 1 i i , I I ■ 1 . i , 1 ,. . ---i• -; -,- - -i., 4 ._. ___,, _ __ , ...._..„ _ I , , ! : . ■ . ■ 1 i ! i ■ . , ; , , • , ! ; • ; 1 1 1 1 I ; .. ; , . i 1 ; ■ 1 I I t ! 1 1 1 ; 1 1 1 ! I L _! .1 II-- . --1-- ---I- ----4 71 : 1i- 77 --- 4 -7- 4-47: i -1 _.. - ter+0 0 , . • 0 . - - # nN � / q q -4 / T.O. SLAB 2ND FLOOR T.O. SLAB 3RD FLOOR EL. 252'-0 EL. 266`-0 EL. 23 -O 4'-�,�\Y1' V . q-r ,,,{ LO 67� 3'-6 Io 3'-8 67/e, A 67: 3'-8 IOYa 3'_8 6Tib J 5I-1V8 3'-8 67� vitr A N t . 4/)Gj �f ,7 ✓ W I TN E-E `r `Q C m n o I \A��- x 0 -\ NI 6 x 31 N.P. � � �E ��.� 207C I 441 \ le \ Ii t J `,� \ iii �� WALL RAIL v ,..._;:..�`...:r:P;:.—.�. —..•.�r�1 - a1MM le III 1111111111111110111 MM. Q 0- -±8 - - I el A 4/1\ \\II' ... c) N,V) cf.) cz ' 444. < , ....s. Illtziamli = c::11 _ _ tV 7 �7 p� .,Q cv Q 3 oY 1 ,„,_, 11 H Q �" w I I I I , ,Q "'1 W 0 1 CV 4. �'"� ....... '' '' ig ICI likol 11111111111111111mi 0 oL = --F.... so o„..,W' c., 7 i az .... c� — __I cac i Q ..� !I L11 Q to Q�L WALL RA I L ry m w o (f) 0-cn w x �,- �., °c cn °L ,Q '�Q w w o ti > I— N t� w ! 1i1 4-- > �,,w �? N Q a� ,—�� — ' �. ro 3 3 _ �---. �, °� 3 ■ `-' x,r, \N ® ia\ .Q m - m "° � C� ROOF . _ ---\_______ �q tY " . X 11.5 232A .. x \ x _ . .• ==' dJ SPLICE I I (N SPLICE! 3 /q7. II-61/2 / N- 4/ 441 r444:1 10.040.) 00, FILD r tYP. ap t x 8 0 co a- •CT tx -4. _I '3? N I N W c? I c 4 x V `�- O .< U Wit- 3 @J �- m r� N V Ujc� - sx V V x ® \ V N N CLIP L6x4xLLV `� , w C10 X15.3 CLIP L6 x 4 x8 LL I I CIO x15.3 "4:07; Miiiiiiiiiiiiiiiieli MK 2048----..,� -r MK 2048 �u��.• \ \ W-h8 x 35 (ABV) ! \ �r y�, W18 x 35 (ABV) CLIP L6 x 4 x 3'e LLV rr CLIP L6 x 4 x 8 LLV ' MK 2048 + I MK 2D48 N D EL. 5q -0 LND G EL. 245'--0 L L 2 ,41_8 '\ 3V2/ LND G MK 204A LND G MK 204A / / P� r'4v8 8'-7�4 4!� 8'-73/4 r'4V8 8'-73 4l rL-/ / CLR / / / / CLR ( (CLR) 2ND FLOOR STAIR PLAN ._. .�. #. .k � * ., 3RD FLOOR STAIR FLAN 1ST F STAIR PLAN Y PLC': :' '. '.. , :iii, /A5 2/A5.2 . t rif �� ei v Code 1/A5.2 0 : %g; 7' :.4 Reinforcing Steel Be,t s tr t t� I Concrete REVIEWEQ 0 ` :;; FI Moment-Resisting C c Frame Q Nth EXCEPTION Tg10EN ©REJECTEQ 0. ;=fore g Steel Prestressing :I Tendons D REt/IS RRECT'tONS WpTED 2'-6 / O SUBMIT SPEC F©814 a� . xrAl Welding TE;M$ CLEAR D RECORD pNLY ' hE4 '1 : :: t:: :t rt�;�L�� ..,I �� aw Tt�AT tNFORMAT10N gENEPRESENTED HAS BEEN=Yeas rn concrete RALCONFORM '• VERALL PROJECT DESIGN ONLY. THE in' .. 3tan r Fill ? ARCHITECT iS EN O THE ADEQUACYTD m RELY UPON Spray App Fire-Resistive r1 1 COMPLETENESS OF THE RSERVICES CERTIFICATIONS OR APPROVALS V.E 3 , Dr Piers Caissons PERFORMED 8Y BtDDER-DES PROFESSIONALS. I G N • aI° PROD# SECTION# O _ 1 Grading, Excavation and DATE , 9Y n MYHRE • GRC) 1 n ZO architects rchi # 40 Other Inspections . ., i V +SC g jj9ys 34 704". A,(�, III ERECTORS NOTE. . . of Approved Plans l" 3l • SEE n ti , . n SHEET E-2 FOR SECTIONS By / PatE y:-,s"-.a y. e ,. ROOF OPENING/HATCH LOCATION OFFIC7 COPY PAINT I SIC PRIMER t ° ' - ' MATERIAL A36 I , _ NOLE5 I16 U.N.ELECTRODES E70XX _ f t PRo,� SURFACE PREP. PER SPECS NO DATE REMARKS NO DATE RE, =ARKS up DWG REF A5.2 REVISIONS fri/in k' ' ii L e) G 14 . ..., ..._. - or, - . fy, , - , , 0. ., ,N HOW I~ o,, 0 L. F�>'c 8235 N. Kerby Ave. Portland, OR (17217 Ph. (503) 28q-g328 Fax 28q-g43q 200-217 — • SPIRES: is-I, -o9 DRAFTER M.N. DARTMOUTH SQ. OFFICE BIJILDING CONTRACT NO DATE 08/30/07 ' I NA I URE TIGARD, OR 0 . CNECKED��' DWG No SteelDraft Systems Inc. (360) 750-4812 Job# 0716-265 DATE DWG TITLE STAIR PLANS El A r.w,,.......,..._..,,,,„,..„ 12 GA PAN /2/ II/4 STD PIPE TIP. � 4� / C/p�,� CLR),,. 43-8) :me_ it ..) i _ ri-)._,,, 7-\____ , 1 (NINO � 12 GA PA .00,•••••00,••"• 4 7 � TYPICAL � : xl5.3 �` " C7X9.8 "' 3 x 3 x V4 (F.S.) i \ � C/L COLUMN � `` � � fN557x7xVZ -2‘ STRINGER ; `�, o 1 I SECTION 8-8 STAIR E 1 /- I LAYER MK 20�4B � � � � 12 GA. PANS � L6 x 4 x 3/6 )( 0-5 � � � �'a" GYPBOARD in u� ,� / � Cr / � b CTR'D 0. `�' CLOSE � � �b D N 7 � d ': 4,, SECTION C—C w � � N TIP . DETAIL AT STAIR WALLS, .- i k IFIF :ii L....1 CIOXI5.3 (TIP.) AS5'Y MK 2070 / / A 101/4 0 ____ — BENT L' Y4x9f Y4x6 / / Iii 4 L3X3XY4 X3 IA�� W/ �'a0 EXP. BOLT x 0'-5�i ,/� \-k1=';+' ,. ��d � WELD STUD (I'-3 0/C) A 6 )I/3/ c5P c' ' A 3 x Ya I46 / fr�� SECT I ON A—A � " � :� �� ,�i v-P) ti -\ _ \\ ,/t, V' ,__.. C5v(k".4 cat-' c� � T V 6 34, 2 @6 346 2 @6 cI „............."............„ \\ \ \ N.R. NOT IY4 57D PIPE / 3 / SECT I ON X S1-IONN II/4 STD PIPE ' ` \ TIP. TYP. V b „ 431 \0 \ N \ MK 2078 „ � 5/80 BARS ONLY \ � \ -s-,,- NTOPIL �' ' "' PIPE 1 71.' t' � 3��b � 3Y,� � w 231A o X 0 i N i iv LL 1 to if. -(7-)- / 1 ( \ 4-1,—i � c � �� FIX: � � T.O. CONC. TIP. �, , � � I '__ � %Nsv4 (FS) 12 GA PAN N c� i JOIST -q-\--7 i; \ 7,..a Lc), i -4- .10\ 0 TIP. �b / _` ` 1 ..r/�I�� r �r'� jj , \ II I jTt/ o �E�� Nef� ]•; ,'''411111,110" lir IP 11/6 \ I JOIST (F.S.) 1 TYP. CLOSURE C� LANDINGS * FLOORS �• ��`�.._ �= L2X2X1�4 / 1 • 1/4 x 4 '140 L: 0.'0' 4 '� 2�Zx2xY4 � 3�� / -�° EXPIRES:n- s.-n x 7 7 C7X9.8 —�i.— x CN C8 x 11.5 PAINT I S/C PRIMER I %24 pie-u7 4156' �- 2 II' I � ��,� MATERIAL A36 �6 \ 7T(P / 57`8 / 1 ► HOLES 1�fb0 �6 'L ELECTRODES E70XX SECTION E— E PLAN I .. Ii SURFACE PREP, SEE SPECS NO DATE REMARKS NO DATE REMARKS DWG. REF. # El REVISIONS SECTION D- D % TIP. HONSER STEEL INC. C CC�" (ON F_ C 8235 N. Kerby Ave. Portland, OR g7217 Ph. (503) 289-9328 Fax. 289-g439 .J L � DRAFTER MN CONTRACT NO DATE OS I/07 STRUCTURE DAR�GODToRSQ. OFFICE BLDG SteelDraft Systems Inc. (%O) 750-4812 Job# 071 - �ECKE�� DWG TI1�LE STAIR SECT'N DETAILS DWG No �Y 265 DATE E2 � , __ _ __ _ _ ____ ___. _ ____ _ _ __________ _ _..... ._ ___.. _ ____ LO I— . in (r) (.t) ce Q Lu CO7 U GL V t1Q.,.> § ty N 171_0 / / 17 -0 / II" / 4'-IIV2 5'-31/2 8 TREADS @ II = 7'-4 / 8 TR @ II = 7'-4 4'-4 / q RISERS @ 7" = 5'-3 W12 x 22 2 31-10% A, 'C'S 0 SLAB 3RD FLOOR 2 > - EL. 266' 0- � CLIP L6x4x 413 LLV + CLIP L6x4x4'aLLV --. MK 2048 . MK 2045 WALL RAIL . 2125 o c:, N4 x 22 (-2V2) co � , ,7 e 111 w \ B.7 \ \ \ ,—_ `�cz< : ..A> \-C7xq.8 :N N C7xq.8 Nr UP -� n' 0 V (TW _ _ > _' < ar ' �- 6 'DWN C7Xq.8 m < N cv C7Xq.8-- �, - -' x 5 AIR is A; $ - cL i.c� • NZ _ L2x2xV4 _ m _ - i R. .., SA _ L2x2x%4 x d r 12 GA PAN ii. ' ,�� 7' \ x N.R. 21'A y ° x w 0.k.1 g. .9.i Lo co. t .Ti" 0��Li - — Q — v • T- (\1 .34.:(;I- ,r _ 11 --� `` co LL 1 � ._ I2 GA PAN Q Z ...,A x r 1�4A Q l`�' �„� p Q TA R .,.--.C7Xq.8 or N.R. co� , li Q 0 "_ _ . ...— UP 7n To CZ :DWN - _ �~., 1 C7Xq.8 ' Q C7Xq.8 STAIR 208A � 4 ____-_____ __ ` - ..:. �, T � PF z, 1-- - `SS Wl6 x 31 (-2V2) WA L RAIL- 16N s �- � 2BA,> WALL RAIL + 2I2A + MK 2048 + EL. 252'-O CLIP L6 x 4 x LLV- GLIPL6x4x3'aLLV .va 4 MK 2048 / 41/ 3'-10% 2 / ' 7 TREADS @ II = 6'-5 5'-31� 4 -4!� / 6 TREADS ,@ I i" = 5 -6 / / 5'-3 / " / 7 RISERS @ 7" = 4'-1 LANDING 8 RISERS @ 7" = 4'-8 1..n (s) Lc) `.' t�i) p � p f cn al -...w f— g 8 ?--?- 8 2ND FLOOR STAIR PLAN u a_ (41.L.) §a_ 12/A5.2 § 3RD FLOOR STAIR PLAN I I/A5.2 I ERECTORS NOTE. . . SEE SHEET E-4 FOR SECTIONS ygE y3 PAINT I 5/C PRIMER I Viq kc:2Q WS 6- 3 MATERIAL A% I _ HOLES 116, U.N. ELECTRODES E70XX QED.PRO�r? SURFACE PREP. PER SPECS NO DATE REMARKS NO DATE REMARKS X,+G N,� / DWG. REF. # A5.2 REVISIONS � � 't tai 7-.--73000A7 ,r. o STEEL INC. a x V` ql 0 L. F‘S0 8235 N. Kerby Ave. Portland, OR c172I7 Ph. (503) 288-g328 Fax. 28q-g43c1 r 31 on DRAFTER M.I-I. DARTMOUTH SQ. OFFICE BUILDING CONTRACT NO DATE STRUCTURE TIGARD, OR TE Oq/25/07 , CHECKED .9 DWG No D A TE DWG TITLE STAIR PLANS 5teelDraft Systems Inc. (.%O) 750-4812 Job# 0716-265 E3 Z_C__\ t / 443 / 1 v4 STD PI PE TIP. 43 CLR I It TYPICAL 2/ ' ,_...,7 's 12 GA PAN I i 1 /2 GA PAN STAIR STRINGER/ A- dy .. ,,,,,, _ _ _ Fr::::&,.: 0 1 cni $ ,....., 411114IN II C/L COLUM r l cv� J, � �,�- I LAYER NSS7 x 7 x Pz �,.....7777 � GYPSOARD / / o v ' Q C7Xq.a 1 . L3x3x '4 F.S. MK 204B �- L6x4x & x 4 A Li, CTR'D 3Ib j 12 GA. PANS cn cn . P w � �. X16 r ■ 5 V { CLOSE `� a. cn 4 'k 1 a SECTION AT STAIR HALLS SECTION C-C w t"V / / TYP. STRINGER i i w -� CIOX15.3 LTA •9 o c . L.) ° l O%4 \� / / L3X3X1/4X 4 I Al li / 4( EXP. BOLT x O'-5': / ,,,�- •- ---kk - 41.. ,60 in SECTION � ii I�/ 154 SECTION A-A � 6\II it■ ‘A i <--- k...y.„ ‘. /.0,fl 41( �\.`n g(YC ,`' #et TYP. v "c Y �� 3/6 %/\'/e' q,\\>1 (1 ()1.4 fr'' V2' \ \iek" \ \ Iv4 STD PIPE 4Zc TIP. II/4 STD PIPE t 1 TYP. CIy.,.#, MK 207C ONLY TOP R A I L 41S4N4k sksiN �5�OW N 5/a0 BARS o � OF N.R. n c�.1 PIPE m rn 14- x s P I pc m 67,8 POST' cs- , ,cr? N 114' Y s ?iPe 2.463k4 ./ (?o1 s) \ .S.) .----- T.0. CONC. TIP 12 GA PAN I 1516 \ \ - / M it / f . I 1 I I EL. 2661-0 (3RD FLR) m r � ........1 .. b , TIP. \ -� �' __ .. /3/3/ .'(' - ,, ..... ._. _ . I L2X2X %4 _ Ili 77- W12x22 1 � ' ) I �Y I ie ` IL:•■ iti, - C7Xq 8 c=±=3 =_4 ilk 2 f TYP I I� PAINT 15/C PRIMER 1/29 r�'� �t } 13/46 16 ,2, ` — 346 k MATERIAL A% 4 HOLES %,0 �` ELECTRODES E70XX S C ION D_ D SECTION % PR® SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS SECTION oN - ��tGlNe��T � �,�O DWG. REF. E3 REVISIONS it 0 O iy . % HONSER STEEL INC. j 0' ( •'•9,z00s w4- 8235 N. Kerby Ave. Portland, OR 7217 Ph. 8 - 3 8 ax 8 - 3 ��o `t© K y P , R q P . 2gg2 Fax. L. F DRAFTER MIN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO fis: ,a_3, a� STRUCTURE DATE O R/26/07_ TIGARD, OR CHECKED # A DWG No SteelDraft Systems Inc. (%O) 750-4812 Job# 0716-265 DA TITLE STAIR SECT N DETAILS /I\Y - _ DATE �� TYP.)416 BILL 0 = � (43)--&- \ TYP 1 G 3Q� Length STUBS TO NOSING LINES ,� �••►,�,. , rp NO.TQ SNIP TOTAL PC 9 A Ti�i�si�i SNIP MARK N0.PCB. MARK SIZE FT IN REi'1 RKS NOSING N0. STUB \ 1!� 1 p 2 I'-I!�6 41, ONE 200A STAIR 3 2 2�i6 , �-p 0 0 PLAN 1 4 3 -3 c? g I a CIO x 15.3 12 7!� 5 4'-4146 �, , TYP 6 5'-5 46 f 1 1J-6 1 b C10 x 15.3 12 2116 7 b'-6y d (11) � PICA D Al A 7-- j� Jc I c C10 15.3 3 TYPICAL PAN wELDINC A 3 8 BENT 6 7'-74�� 7--c 11 d E' 12G . x22/6 / ....1_ I f 12 GA. x 8518 ± 3 8 BENT q 8 8�i6 s ,- \ — — _ �. ,*. �..�,� I g 112 GA. x 3�i6 ± 3 8 BENT 10 q q1�a r [- - \ \ NOTE. II to -101% PAN CONFIGURATION 2 h L3 x 3 x V4 3 t VARIES. USE THESE DET A LS 2 k '�q x 2 - 71'8 b WELDING ONLY. I m aka x 25/8 - bl�a � � 0 FOR � / x 3 - 7 �' ) 1',1/3514/ I p 4 5/8 I t L V - 5 3x3x � V2 , Alb , 0\(° �� ya / bl 12 01\ .�q \ \ EL. 245 -0 $;c:: 7 (\ \ \ I% I ,,- g ' 19 5. L.... ,-, 1-- I '' r- 2116 , '�' /2�;fib ■ i n -r'` .- L• 7% cc iAlilli 7' 12 /3116/ DETAIL Pc. w g , . , TYP. 6 , �� d (I1) e e k , PP-:07 `\ \ .1 \ \ EL. 238 1-o 64 4,14 V (3 SIDES f I /// 1 . h 2 GOL 7 ir4r 12 / II T'S. @ II = 10'-I / BEV DINS ON PAN I q...i. 2 3' 8�f6 Q , 3 IVY SECTION AA / - / © 4 1144 21346 / 3'-5V4 T ' 5 87/8/ b 1 2 516 '� r © BEV 11146 ik / R.D. ® WIDTH I'-10146 (V 71416/ } 1b IA* / 4 - ,, ('re DETAIL Pc. 'd' ,y� J I t G.O.L. = IN `�0 L. EL. 245'-0 i ro t IIV—7- i SQL m 1..... ...... ....., Nil IMIU ' \ . \\ \ Lo b 1 c —/ ii c) 0140 r- e g (F.S.) 3 SIDES )4-07-/ `ft) a �� I.-- �p'1 7% � 4 — 'Cl"2 C . I2 DINS ON PAN BEV 1 7 FIELD BOLTS \ \ 2 74 � i e ,r k 2- E.B. x 5112 2- A325 x I WWI I-1� r1 3 EL. 238 \ \ \ \ -0 4 % © IQ 7 PAINT 1 S/C PRIMER I Vag 5 MATERIAL A36 ,' 64 BEV IIl�6 HOLES 13460 U.N.O. WIDTH 8% © ELECTRODES E70XX . h (F.S.) SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS GOL = I�� 4 DETAIL pc, Nr�� DWG. REf. # El REVISIONS �p PRQ,c ��' a,I 11 'S. @ 11 = 10'-1 77:, , . HONSER STEEL INC. `t . vi; v.SECTION BB o , 8235 N. Kerby Ave. Portland, OR 87217 Ph. (503) 28q-8328 Fax. 28q-g43q ¶1o' � DARTMOUTH SQ. OFFICE r_ CONTRACT NO L. F, DRAFTER NH BLDG DATE 0(1/06/07 STRUCTURE TIGARD, OR ONE " STAIR " 200A EXPIRES: I c'L 3,_o• , CHECKED 6(5' DWG No SteelDraf t Systems Inc. (360) 750-481,2 Job# 0716-265 DATE - DWG TITLE STAIR DETAILS f� 200 \ 0'I6 dR a m200 E3ILL - TYP) I� C i I _._. I A L STUBS TO NOSING LINES e\ NO.TO SHIP TOTAL PC Length T G SNIP DARK N0,PCS. DARK z FT I N REMARKS \ I NOSING NO. STUB IL. ,_1 1 ONE 201A STAIR..„"iiiir, 2 11-1116 ,-2 V 0 0 3 2 6 PLAN 4 3 -348 «a 8200 . 5 41-4346 f i a CIO x 15.3 13 8716 1 �' lrlJ � YP 1 b CIO x15.3 13 3 6 5 -5�i6 d200 I1 dL (II) TYP I c200 CIO x 15.3 3 84 7 6l---614, 4 h c200 it r1J2-6 I/I d . CIO x 15.3 - 53/4 8 7 -7Va , q e'-S�i6 c-\ . 1I d200 ' 12 GA. x 227/16 f 3 BENT TYPICAL PAN IsIELDI NG l0 1` I f ' 12 GA. x 26 �6 f 3 8 BENT II la'-IO a N I g200 112 GA. x 3546 ± 3 8 BENT t200 1 h evil x 25/8 - 4 0 b I m200 Eti x25/8 - 0V4 �`� 34 I -- 6 p2 00 E/ x 3 - 7 ' ‘ MI t200 L3 x 3 x Vi - 5V2 I/4 k kq x 4 - 7% fhb \,�1hb M; m200 \ T, ' ,.t y`b i EL. 25q-0 \�4 TYP � � � 30 g200 p200 7'� 7 �-- NOTE: 74i111, �` �, PAN CONFIGURATION a VARIES. USE THESE DET A LS �� fl FOR WELDING ONLY. 7 7 r... / 0,9-. 7% o . 57/8 ,,7 7 12 /3916, / i'-1116 �7 .mob �. TYPICAL DETAIL AT D } d200 (II) . 7 , k ,,� T.O. CONC. ..q- ,,di EL. 252'-O 7 ►.,, EL. 252'-0 1 f \ _ 1 � $ �T YP �jl� • dR 3 i 21546 , 546 / / V4 53/4 I'-47/8 II T'S. @ II = 10-1 i 3'-8VSECTION AA / / z I,_3 ,a 21546 ,- / , / / 3 5V4 / 215f6 % 12 i 7k } / R.D. ' 111446 . 1 71546 . 'fhb * b '/ �� -. � , • YP t200 1 �,� \ \ EL. 25q -0 C:- m /J f.►- I m 8 ! t__ _ ' Ai .. ,\ ...---1-0-,k . N ,,, 7 ";' \ `_..' `� WIDTH 2'-21 b c200 6 i II 0b 8200 (F.S.) 3 SIDES o 091 g200 cf i ' fib 5743 12 16 / 11-1 / 3546 FIELD BOLTS h V ' 2-x'40 A325N x R4 W/N4W EL. 252'-O , EL. 252'-0 T.O. CONC. \ DETAIL u �t PAINT I S/C PRIMER 1 '/q Pte, — — — f PC. MATERIAL 3 .\ A36 (-4\ \ I HOLES iv ELECTRODES E70XX SAD Mkt SURFACE PREP. SEE SPECS . NO DATE REMARKS NO DATE REMARKS dL ��C�GIN,.�� DWG. REF. # 3 �S + , , �O El I REVISIONS 2% �`' 73660 9 II T'S. @ 11 = l0'-1 ,, — ;. ;• HONSER STEEL INC I'-4743 04_4.1 920 �4 8235 N. Kerby Ave. Portland OR 87217 Ph. (503) 28q-8328 Fax. 28q-g43q SECTION B Bo �� y L. F� DRAFTER NH DARTMOUTH SQ. OFFICE BLDG CONTRACT NO EXPIRES: i 2 3 • DATE 0q/14/07 STRUCTURE �, � TIGARD, OR ONE S AI R , 201A CHECKED 4S' DWG No Steel Draf t Systems Inc. (360) 750-4812 Job# 0716-265 DATE — DWG TITLE STAIR DETAILS y 2 01 /I\ • h E3ILL Q -� A I .._._.. R I A L STUBS TO NOSING LINES NOSING NO. STUB TIP. 4'16 � a m ......_ (143t k NO.TO SNIP TOTAL PC Length SNIP NARK NO.PCS. NARK SIZE FT IN REMARKS 2 i -I�fb TYP 3 2'-24 � - _ _ _i r i G 34° 4 31-31/8 r w•► �. ► YP NOTE: 2 202A STAIR �_,7'./ .1... � �� !� PAN CONFIGURATION (litilli 5 4'-416 ; r VARIES. USE THESE DET LS � r 6 5 -5i6 0 � F O R N E L D O N L Y. 7 61-04 2 a CIO x 15.3 14 0% PLAN 1111 8 7'-7/4 g 2 b C10 x 15.3 13 103'8 q 8'-854 n; 4id �ll�� YP 2 c C10 x 15.3 3 54i3 i0 ql-qT8 f—'1 TYP 22 d200 12 GA. x 22746 ± 3 8 BENT d2oo (1 I) � ,�6 � -6 II 10'-10% 2 f F 12 GA. x 247/8 ± 3 8 BENT ,. C rr, 2 g ' 12 GA. x 4� ibf 3 8 BENT TYPICAL PAN t'4ELpINN , TYPICAL DETAIL AT DOGLEGS k 2 h L'�a x 2� - 3 T.-- ,e.= \-- — -oil- — \i— i 4 k EV4 x 25/8 4 4 m eV4 x .2�8 - a�2 t200 ' . . s b 2 t200 L3 x 3 x ki - 5 0 '1 1h b 0 b ,i I6 f 5 ��/ ��/ TYP. r ,i 4ib ,y1 ♦�, .�� a EL. 252'-0 MI6• 4L 7 i 7 s `� EL. 260-0 12 r ri rr k r '' r 11 r r r /3.1, V4 r SHOP NOTE: 7 ceb 7 GRIND OUTSTANDING c; WIDTH 41� r D1�� r ( 7% LEG OFF FLUSH, `o) i- y r 7 12 (2 PLCS) = , y� ,, r r DETAILPc. g r d200 (II) hb � r r r N\ \ EL. 25q'-0 77 r \ ,.., EL. 245'-0 r EL. 245'-0 T.D. CONC. 1 *Irv";h EL. 25q-0 1vv V ?�. 1516y/2/ Ii II VS. @II = I0'-I 7 SECTION A-A 'c\14° 12 / 8416 / Illiib ,3�r 55/8 / ♦,,\� ♦.��4b p' s'' cA iii O T• �� TYP. fib . ♦/ 1\ _Atli EL. 252'-0 L "l„_, ._ -4- .0 EL. 266'-0 \ —\ // ,� , \- k . ,� r-- y, ! 0 alb 23/8 p p��q' vi r, !'-3 6 �'L 7% w / R.D. �,3 ,- — �,, ! 6 12 b 21 6 I I tt WIDTH 2'-07/8 FIELD BOLTS EL. 25q-0 t200 4- too A325N x 13/4 W/NtW EL. 245 -0 EL. 245 DETAIL Pc.0 f . N./ \ \ \ PAINT 1 S/C PRIMER 1 1/21 T.O. CONC. co \—.- ._.__.,_ .� \ EL. 25q'-0 MATERIAL A36 m HOLES IV .4 \_ ELECTRODES E70XX T f (F.5.) PROF SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS �s �� , DWG. REF. # El REVISIONS / , , , • �- y 1: , ; H STEED. INC. V \ 3 SIDES 3 -0�a , ,2 MI6 6 SECTION B-I3 °3 �. f•9,Z0°��<t,� 8235 N. Kerby Ave. Portland, OR 87217 Ph. (503) 28q-g328 Fax. 28q-g43q i 3 "5 / 10% r t0 L. 0: DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO 4'-4Vq ti STAIR ti 202A I EXPIRES: 2� � ' -off J DATE 0 /15/07 STRUCTURE TIGARD, OR --67/8 (4'-II )l'8 CHECKED. 4i DWG NO SteelDraft Systems Inc. (.%O) 750-4812 Job# 071 -2 � DIG TITLE STAIR DETAILS f Y DATE 202 /i\ __ _. , .... ______ ______ __ _ __ _ ,_ __ _______„,_____., , ---_„. SILL C . NO.TO SNIP TOTAL PC Length I SNIP MARK NO PCS. MARK SIZE FT I N REMARKS �1, \ ONE 203A .7L,, STAIR RAIL a (F.S.) b ONE 11/40 STD PIPE 125 - Pos-r s xs PIPE �L PLAN 4 a §/60 ROD - 314±f BENT P A�,T I b Ik4O STD PIPE q0° ELL /3114 lli6) : '346 ' iti ;ri I160 INS RAD 0 r# . il---4 "8/ a TYP)4i6 546 js ' 1146 . } SECTION A . , \op , i : c� .ppriti . . , .,,_, ; -i-n' . , r•-••••-e,/pr-il 7•4 . ;0 000.0,0001' t.t S'77\ PIIIVr10..$°°'r-. 1 PPP:144/ , _ MO ye1,7#" IVII"7#) // 3Y4 3Ya � � p1�`� y ,� 12 ,,�q,. 7 �' 12 Lo s, o . 'r1 (4) a (N.S.) O . j o O a 6� t ) 'm ■1 r / I'_0 i 3'-8 31-8 3'-8 FIELD BOLTS / / / ` A325N W/NSW / II / . 101-1 - / PAINT I S/C PRIMER 1/29 ) glkeza MATERIAL A36 HOLES IV I'-0 / ELECTRODES E70XX . SURFACE PREP. SEE SPECS . NO DATE REMARKS NO DATE REMARKS ØPBo,r DWG. REF. # EI REVISIONS c IN4'�4 -: �IQWSER STEEL INC. ONE STAIRRAIL 'N` 203A • • d GO b 8235 N. Kerby Ave. Portland, OR g72I7 Ph. (503) 28q-8328 Fax. 28q-g43q tom_ `t.4 2� y'�1i4 . 0 �• f DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO EXPIRES:!2-1,.o 1 I (� 20 DATE / /07 STRUCTURE TIGARD, OR CHECKED A 9 DNG NO Steel Draf t stems Inc. (%O) 750-4812 Job# 0716-25 DATE — TITLE STAIR RAIL DETAILS 203 .I Y 31-75/8 102 / / / 0.1 \ \c. E3ILL 0 = r' A I .ERIAL .. , Fr-i IF-1 IT 1 -1 ---\ NO.TO SHIP TOTAL Length SHIP IE IN REMARKS IP NARK NO.PCS. MARK FT 2 204A LANDING FRAME , 2 a CIO x 15.3 q 10 1 2 b C7 x cia 8 2kt g(4) g ° ' 4 c C7 x ci.B 3 34 , Th 2 f L2 x 2 x ki 7 9 8 9 L2 x 2 x ki 2 10% 2 h E 12 GA. x 37% 8 Phi I , II_J IL J IL J 11._J \ i . \ \- C•1 4 @ El 8 2046 L 1..6 x 4 x kl. — 5 , 4 @ E3 1 It 3/6 x 3 - G , , / Ii-51/2 / 3 SP @ l'-8k4 = 5'--0T4 ô'-I4 h 12 GA PAN DETAIL 3,-3V4 Pc. h / / _ ktI df 31-17/8 /lit/, 74) R.D. ce-4 / 67/e. / / / ki hi- I h V----ik4 • u_i ( -. aj 1 12 GA PAN- h -\ \ ' rn 7 m F 4••■•''' 17111....IF in\ r- i , ... m-N\ a 1 ..., ---7- 4.' ., . CN .. 1\ CNN . ' L\346 V (TY P. v - \TYP Va 2-12 ' 11--- f il (4iv8e)ifGN ( ii p. 9 (N.S.) (71 b j \-- b 11 /1 C7 x c1.8 V-2114 / / MK 204B SECTION A—A SEE El t E2 SECTION B—B 12 ( di t .B D111 12 ( , \TT.YP . FL T b er"----) 1/2: cLt P., l'yf .--il- i /Lk -- CN i ir-1 Er-1 ri --T- 7.1 id '' 1 . . 1 o /-- g(4) i -4;3" 3 I IP ir) EA. LEG . , 1 ,* c•I 3 — A 1 s A 4 , ... , , .. .„ , 15aAc -c , 2oL1 15 . .....:r , m Pc "h" -T8 prdE2)-----„,4 .7 -- 1 To PLAN , '‘i> (TYR 6 2-12/Tip. 4'16 6 2-12 \ F REF./ 3 / --- \\`' h (SEE DETAIL) r / 6 I\ (TIP. b.—J tAl a.... f 3----1 ri- i - -311 , , ,,,,,) FIELD BOLTS 1 I 1 ____A 6 4 \ 8- 4'40 A325N X 01-14'4 W/NtlAl 1 Vi di PAIS ,ce-14,4,-%.11 PR84e4:10:0 a \ czth PAINT I 5/C PRIMER MK 204E3 /: 7% /( /25/8 I.:1 .1 MK 2043 MATERIAL A% • HOLES 13460 SEE El t E2 q% / , V4 cil-243 ./( SEE El 4 E2 ELECTRODES E7OXX II-02 SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS CI743 / / Z.V:,0 I NA, veb DWG. REF. # El U.N.O. 1 REVISIONS R.D. / C 'I lo x 15.3 x LI° / +3 (q'-4) +3 / 4 . _-__.e -9(;) 1-10IISER STEEL INC. °maw <t.. I(C5E0 3 5)L 208 Gq-q 3 2 8 Fax. 28c1-q43c1 2 ' LANDING FRAME ' 204A % .1.9,200 ,,, -140 L. FO 8235 N. Kerby Ave. Portland, OR '17217 DRAFTER MI-I DARTMOUTH SQ. OFFICE CONTRACT NO EXPIRES:)2-al -0P STRUCTURE DATE 0c1/12/07 TIGARD, OR CHECKED ,,f97 DWG NO SteelDraft Systems Inc. ( 60) 750-4812 Job# 0716-265 DATE — DWG TITLE LANDING DETAILS 204 A:\ BILL 01- ATERIAL t N0.TO SHIP TOTAL PC Length - SHIP MARK NO.PCS. MARK SIZE FT IN REMARKS • CAP 4 GRIND SMOOTH CAP 4 GRIND SMOOTH . 4 205A NALL RAIL V I FACE OF 4 - 11/40 5-10 PIPE 15 (o L/F, A53-$ WALL L) ,�N ;- .,1 . 4\ 16 a 5TD WALL RAIL BRKT 2V2" TO NALL —� �k„. N t `�►. —� 8 b No 5TD 'V ELL. b � q0° ELL. q0° ELL. 2I. , 0 l ik f } L1 b ,.._ --PLUG HELD i OR \ I SCREW dik a TYP. HALL RAIL BRACKET" 6- o 7.1 12 SECTIONA 11-0 1 '9, • y / 'p> TOP NOSING l'; Cr' o \ SHOP NOTE: ,,,r+•- �., WALL (FS) OF HANDRAIL ,. a STD. BRKT (FS) 4 PLCS ry .' CONTR. NOTE: TM PROVIDE BLOCKING IN WALLS TO RECEIVE LAG SCREWS } \ fii) (-\..:I T b (FS ) / / - II'-0 I'-0 . 16- V LAG SCREW x 3112 / 'f 4NALLRAIL4' 2O5A REF: A5.2 FIELD BOLTS I . 16-%0 LAG SCREWS x 3Y2 PAINT I 5/C PRIMER 1 1/2f FikiS MATERIAL A% HOLES NOTED ELECTRODES E70XX Si PROS SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS ' + p DWG. REF. # El REVISIONS fc.- 40..,;._ . . 41 0.... .1,w, *.....," *1.49., J I-IONSER STEEL INC o..6 0„,,..f.9 Zd°s 4,'�' NO 9% 8235 N. Kerby Ave. Portland, OR 87217 Ph. (503) 28q-q328 Fax. 28q-g43q EXPIRES: 11-11 --o) DRAFTER NH DARTMOUTH SQ. OFFICE BLDG CONTRACT NO I STRUCTURE DATE Og/II/o7 TIGARD, OR CHECKED 2A. DWG No n SteelDraft Systems Inc. (360) 750-4812 Job# 0716-265 DATE DWG TITLE WALL RAIL DETAIL5 ' , 205 /I \ 1 E311_ __ 0 = ATRIAL NO.TO SNIP TOTAL PC Length ° SNIP MARK No.PCS. MARK SIZE FT I N REMARKS t��1! .»n ,�j 2 2%A STAIR RAIL b203 a203 (F.5.) a203 (F.5.) b203 - 1 c� T S xs 'PIPE 2 11/40 STD PIPE 120 - PART' L FLAN 8 a203 5/a0 ROD - 314f BENT 4 b203 11'40 STD PIPE q0 ELL 2 c WAGNER SPLICE L'K A1ELE CONN`R #1023-L 31/4 1316 %I 1416 } i:i il ' 6o INS RAD 1L-g-lg 74 av r iii . i a203 TIP) * 6 V 5i6 7 1316 SECTION \ op �'� x203 N.S. ( ,, . Olb b203 *9- 70 cr 4r1 , N y#07/1001 AV 61:PP , x203 (N.5. Ojr,riPPIV6'.1r411 (7 PAPPVil tip .rPv. ; x203 (N,5. 39-' 7 P• A 12 0 L Lo 1 x203 (N.5,) �t AIR 7 g V4 n ivi N ..4/ r- { } 3 jj{ 5 3'-8 3'_8 3'_8 FIELD BOLTS A325N WW1 _ II • ID'-! PAINT 15/C PRIMER I 29 1 3 MATERIAL A36 1 i HOLES IV i 111_-0 1 ELECTRODES E70XX SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS { 0.11 { PRO# � DWG. REF. # El REVISIONS 4.4+t I N 4 44, 4 -�o - a�SER STEEL INC.2 STA I RRA I L 20A ..ter ON `4•4 9920 , 4- 8235 N. Kerby Ave. Portland, OR g72I7 Ph. (503) 28q-8328 Fax. 28g-g43q NO L. Fx DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO EXPIRES:J2-3(-o DATE / 0/ 7 STRUCTURE TIGARD, OR El Oq 2 0 , CHECKED , DWG NO j _ # _ DWG TITLE STAIR RAIL DETAILS SteelDraft Systems Inc. (360) 750 4812 Job 0716 2a DATE 2% /1' \ , } BENT P 1/4 BILL u E R I A L ..lin 7 N,,,;(,, SNIP TOTAL PC Length 87� ,BENT p DETAIL 7 MARK N0,PCS. BARK SIZE FT I N REMARKS — ONE 207A STAIR RAIL i ' - -- -f----- --- ■ \ 51-1112$5 5 LADDER to ONE - IY40 STD PIPE 145 - —POSTS 'ys3_ P 9€ 34.6 N2-6 341/24 4 a203 �e ROD - 31�ibf BENT — ( )- - // f — -- -� 2 b203 1k40 STD PIPE q0 ELL G 2-. 874 4'-0 c206 ••' 1 c206 WAGNER SPLICE L'K �IELC CONN'R #1023-L BENT d -- � d N � f(4) = \ , - 'cv '9 .�— II.1 t 4 IL C Mal C = - , H. b203 YS '5 2076 CLOSURE BAR ASS J b203 a203 (F.5.) a203 (F.S.) r n _ L I` LA1V 10 a 5/a� ROD - G ROD 2 118/ ,� ( )�i 2 PART'-6 BENT �yq x IOf x 4'-87/a �q �, 42 (5'-1%) -33/.4 I SNIP'S LADDERI ONE 207C CLOSURE ASS II ti ' STRINGER LADDER { ONE CLOSURE � 207c . REF: EI / / "4/, 2'-2% 2 1 (REF.) ONE - BENT P k4 x 10± 4 8748 / / 1 c L4 x 3 x Vi 4 0 CUT 3° LEG TO 2V2u 1 d Fix 4 0 I 4 f 4480 WELD STUD - 2 31/4 11/2 (CLR) %),5,8,0 1116 // . I \- i! ,,,01hb a203 (N.S,) ) te fi i�� INS RAD ..��"�� `�, -i&s.) ,...„„..„....„..,,....G'ig 1: —b203#a203 0 A' 11 f b203 \ . . ,./.• °° *--v".TYP. V * �' cn c� 546 ) ' 1346 rP !? SECTIONA ,, ham \ ( ) a203 (N.5. n LI I a ,� _ m J D ' Pr%1Q N ell" IIV �gg r r 7•/„•„i.„. 0 Wid- // 37/8 441 .4/.. , _ AI a203 (N.S. �/ Al 1),1 7543 4 A 12 4 a 0 , 0203 (N.5.) i o 0 BARS 1 , @ OF H.R. 1 P4 In N PIPE ro 1 II a ..._&k- \ g T.O. CONC. TYP. �� \ FIELD BOLTS TYP. V V A325N 14/N414 14/N414 3 ,3 / PAINT I S/C PRIMER ) IM 64.6 MATERIAL A36 / 3'-8 / 3'-8 / 31-8 / HOLES 'V ELECTRODES E70XX lOPROft 1414 f• SUR FACE PREP. SEE SPECS NO DATE REMARKS S NO DATE REMARKS II !0'-I w' '� DWG. REF. # El U.N.O. REVISIONS ASSMI'S 2078 -5 CLDSI�R� BAR O N MOWS R s-rmL INC. REF: 3 @ El I I'- % / 9i2ocç 2 @ E3 / / L. F\ 8235 N. Kerby Ave. Portia-id, OR 87217 Ph. (503) 288-8328 Fax. 28q-g43q RR L S 207A TYP. CLOSURE @ LANDINGS FURS P1AES: ,2-3, DRAFTER M N CONTRACT NO STRUCTURE DARTMOUTH SQ. OFFICE BLDG ON �' A I A I �'T CHECKED , DwG NO 360 750- 812 Job# 0716 265 DWG TITLE STAIR RAIL DETAILS 07 Steel Draf t Systems Inc. ( � - DATE -- r m200 a --\ 6 TYP. BILL CDr �� Al ERIAL / ( 1 STUBS TO NOSING LINES �' NO.TO SNIP TOTAL PC Length NOSING NO. STUB / / i SNIP MARK NO.PCS. NARK SIZE FT IN REMARKS p200 i TYP r •.. -•�► 2 i -116 I 1 i ,,, , \ 0., ONE 208A STAIR 2'-2�� 3 0 0 4 3 3V8 g200 I PLAN ;' 4 I a CIO x 15.3 7 1154 7 5 -4 � i , TYP ►"j I 15 3 87 6 5'-5346 I b CIO x /a d200 (6) F200 TYP , I c CIO x 15.3 .4 0746 11 -6 c 6 d200 112 GA. x 22746 ± 3 8 BENT 1 1 TYPICAL PAN WELDING l f200 P 12 GA. x 8% ± 3 8 BENT{ /7,, / 1 g200 V 12 GA. x 3546 ± 3 8 BENT 2 h200 L3 x 3 x 1/4 3 N 1200 2 k200 PV4 x 2543 - 7 0 b I m200 E li.4 x 2 - 6Y4 S 6 3 75 � x'16 r I p200 E 4 x /a 1 t200 L3x3xki - 5V2 V4 6V2 Si) -.A cs 7r6 <0 m200 , EL. 250-1 r\, s �, f ) � �J .. 6/ TYP X -6-4-, 3 f ` 0° 51 p200 b g200 NOTE: iiir { .D = 4 N N PAN CONFIGURATION V 1--n N N. a VARIES. USE THESE DET LS ti \N \� ,, FOR WELDING ONLY. kx V4 w S?; 7.4- kri 4,4* Ze IN 7% ' r,7,,, ■ 12 �' 4i6 r TYP. TYPICAL DETAIL AT DOGLE O a_ d200 6 2 k200 e EL. 2521-0 . ry r- 3 SIDE5)346 V . f20o h200 4 7 0 = 13/4 6T15. @Il = 5'-6 4'-07,4 / SECTION AA 3'-g5 2416 / / -67, (4-02) R.D. 3'-3%/ 6 6, t200 p . S Tr , 6 EL. 256'-1 / / / / / (.( I m / (NI/ �— _ __ _ _t m NN •, 1,2 ,,,,,,..,„,,,,N,N ,200 b c c� F.S � � ,— , 3 SIDES 9 ( •� 1. crib ?Q / FIELD BOLTS k200 g 2-345 E.B. x 5Y2 2-44O A325 x 13/4 W/N4W , EL. 252'-0 r , Fr '� '`- �-- - \ PAINT I S/C PRIMER ' 1 t4,4 rims 4-xo , . MATERIAL A36 I-10LES Iio U.N.O. ELECTRODES E70XX h200 (F.S.) %t% PROF SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS GOL = 1�4 .., ( I N 4 / 4 / `ate : 4!:4e#* I� DWG. REF. # E3 REVISIONS I-IONSER INS / / o x S 1..- i... 0,A,t 9,2dSh \4k BB t ' 235 N. Kerb Ave, Port l cnd OR g72I 7 P h. (503) 28q-8328 Fax. 28 - 43SECTION d L. � Kerby � D DA RATE f 0TOER/2M6N/07 STRUCTURE DARTMOUTH SQ. OFFICE BLDG CONTRACT No ON ,`, STAI R ti G 08A EXPIRES: Iv-af --0/ TIGARD OR CHECKED/4014 DWG No SteelDraf t Systems Inc. 060) 750-4812 Jobs: 0716-265 DATE _ DWG TITLE STAIR DETAILS /\\ m200 a h202 E3ILL C ' A T E R l A L / 346 -- - __ --_ -- - - I K / , e (fir NO.TO SNIP TOTAL PC Length STUBS TO NOSING LINES SNIP MARK NO.PCS. MARK SIZE FT IN REMARKS / ( \ TYP r -�. '"A N NOSING N0. STUB p200 � i� 1 �' ONE 20gA STAIR I R 2 ( -l4 '- 0 Q 3 2 2�i6 ii4Freir _ PLAN 4 3 -3 g200 TYP !t rl I a CIO x 15.3 10 713+6 5 . 4'-4346 m ,_ TYP , b CIO x 15.3 . i0 01'4 6 51-5346 d200 (8) J Ii-6 I c208 CIO x 15.3 4 0746 7 6'-6lv4 f202 c208 c I c CID x 15.3 3 g3/4 } 8 7 -7V4 TYPICAL PAN J4ELDINGt 3 8 BENT 8 d200 E12GA. x2246 / / F202 112 GA. x 24/8t 3 8 BENT i g200 112 GA. x 3546 ± 3 8 BENT 00 t200 I h202 e3/4 x 2% - 3 t200 b m200 014 x 2 - 04 0 0 p200 F V4 x 3 7545 /3 r 4:!*6' 200 L3 x 3 x 1 1 - 5 2 t200 q Y2 ,� m200 /, 6 . EL. 26I'-4 ` ,, ilig,..._ �6/ / �Tv `:7 oaf -, / / - (9, 1 ` -6k j p 200 hi g200 N. • N. ' �` � � ~ a TYP �� N\ N. r- �` G30 mo /� to, ka �/ ,3� ,8, NOTE: i �iiir 73b 1143 \ 6 PAN CONFIGURATION 39 6 �N VARIES. USE THESE DET A LS �' 12 N q FOR WELDING ONLY. d200 (8) o: �N N N /, / N/ \ EL. 256'-1 N. N. �.N EL. 256'-I E 4s h / 202 m T.O. CONC. , TYPICAL DETAIL AT D f 202 �' / g , . , ,,,.. ,..) , . . 8T'S. @II = 7'-4 I 34 i / / II I 1916 4'-07/16 N A-A 3'-qua 213i6 , ), /J 2316 /R.D. V-3%), 8 TYP /, t200 j'61711 /1�6 EL. 261'-4 r� 6 / / m/ ._..�....�,,�` mf J'I " W_` `8 cn ( 6 / IL N ' c208 b I- %)c� S I g200 (F.5.) i, ' cri 316 r 3 S DES �? -� TIP. 7 1,� �� 6 v`' 12 l'-11346 \'9 / / ., II 21 . FIELD BOLTS / t200 4-4,0 A325 x 512 W/N4W EL. 256'-I EL. 256'-i / / PAINT 1 S/C PRIMER i IM 0'6 ._..— �c, ,� T.O. CONC.if: m MATERIAL A36 , , , N HOLES 14160 U.N.O. '� ELECTRODES E70XX PiROF, f202 (F.S.) e,''3i.%c t ,Q SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS 21346 A7 44 y DWG. REF. it E3 REVISIONS / , 8 T'S. @ II = 7'-4 6�a i'-51� oRZcox HONSER I NC SECTION B-B107/a 3'-g3� L. F� 8235 N. Kerby Ave. Portland, OR '17217 Ph. (503) 28q-8328 Fax. 28q-g43g 7 fPIRES.12 r O .". CONTRACT NV DRAf200TER MN DARTMOUTH SQ. OFFICE BLDG 4 8� � ,STUC1U°R E N STAIR 2pgA DATE 0q/26/07 TIGARD, OR 0 1 R (5'-3 ) -674:, CHECKED DWG NO SteelDraft Systems Inc. (%O) 750-4812 Job#07(b-25 DA DWG TITLE STAIR DETAILS Y DATE 20q h202 � m a IL....3ILL ' flAt E k (F/5) �� TYP. h Ka STUBS To NOSING LINES ,� \v/yek NO.TO SNIP TOTAL PC Length _ _ _ _ _ _ SNIP MARK NO,PCS, MARK SIZE FT I N REMARKS NOSING N0. STUB -� .�' _ _,� \ - � I 1 ID �,. ONE 210A STAIR 2 1 -ili6 3 2'-2h6 0 0 )14 - PLAN 4 3'-3V13 9 co 5 14'-06 –' I a C10 x 15.3 q 7i6 DETAIL Pc, k 1 b CIO x15.3 q 414 6 51-5346 d200 (7) 1 c201 CIO x 15.3 3 g3/4 7 6'-614 , r , "— F202 c20g 7 d200 V 12 GA. x 22746 ± 3 8 BENT f202 112 GA. x 24743 ± 3 8 BENT j � � � 12 iii_ _ _ ..'_�. _ _ _ ,*,, _ _. .. , .._ I g E 12 GA, x 4 ± 3 8 BENT ,,, 2 ml�4 x 2% - 64 �; I 446 2 P114 x 2543 - 334 p m b t200 p I t200 L3 x 3 x Y4 5Y2 , 0 .5'/ 0/3143" 6 I h202 1)3/4 x 2% 3 x k - 2 CLOSURE 1 k L4 x 3 4 3ia k4 f 7 6 / 3 \a C's '6 �, m DETAIL Pc, g . EL. 266 -0 o Al /— k (F/S) 6 �, - , . '3- g ,411rN...„, . 4 p i g \ ? \ ,,� . V ` \ ' - % 'N a „ \ \ \ ' \. tf) V4 )1)//14/4 ,3,,� & 7 41/ \ ■ \ ■ /i ■ \ \N. off \\ d200 A TYP(NI/ N.C ). / N.N.EL. 21'-4 EL. 21'-4/ /Iti r., h202 "�/ T.O. CONC. TYP r 1!� f202 � �',� '` \� TYP � , \ 1 -6 TYPICAL PAN J'4ELDING� . 7 = I3,j '4 / / / II /2/,16 i SECTION AA NOTE: S% PAN CONFIGURATION /31/8/ / 6 VARIES. USE THESE DET A 'L5 TYP r � FOR WELDING ONLY. I P2 V4 7 6 --1 f SAC'' 9` � m ��/�r6 TYP EL, 2661-0 r' G 30iiik / "4"/ co „Al '' 1:4 iiiiiialiiieN. , P g(F.S,) ._ . ._ .J 1 i ? `� y4 /� 1 (6 /?. ,/13/4 �? 6 "d- a , 7% '11/ 46 t 4 � ''3 TYPICAL DEtAIL A T DOGLEG.� / 12 I 116 � ...�. / 11 2,/ 6 FIELD BOLTS N t200 4 440 A325 x 51(2 W/N4141 . EL. 261'-4 EL. 261'-4 { m m PAINT I SIC PRIMER 1 IA 9 its 4 T.O. CONC. l f Allikh- .1111111P.11111•1111P-”— rc; MATERIAL A% . t"-- i*: ._.._ HOLES 1346 U.N.O. ELECTRODES E70XX f202 (F.S.) �Q PRO SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS c20g e��t 1 NB4�� 2546, , � + # � DWG. REF. # E3 REVISIONS 1 P 7neno ' '' r 3 7 T'S. @ II = 6'-5 A 3 SIDES ) 1v ,4, i _�� H STEEL INC. , / / / o� r'�o 0 „, f 4,2�s , SECTION _ 7 �_ � \(,e, 8235 N. Kerby Ave. Portland, OR g72I7 Ph. (503) 28q-8328 Fax 28q-g43q B B 1043 3 go'4 4 �. f� DRAF200TER NH CONTRACT NO ti �, 4'-8�'a EXPIRES: )2- 3� STRUCTURE DARTMOUTH SQ. OFFICE BLDG ON E OADATE Dg/27/07 TIGARD OR R 2 -04(5'-3 ). CHECKED -- DWG NO SteelDraf t v stems Inc. 360 750-4812 Job# 0716-265 DATE 4,4 DWG TITLE STAIR DETAILS 210 i . 3'-7 Ion . 131 LL 0 = l' A I .ERIAL 01 _ ....\ \c. NO.TO SNIP TOTAL PC Length jr-1 Ir_I 1-1 Er-1 \ " SNIP MARK NO.PCS. MARK SIZE FT IN REMARKS 2 211A LANDING FRAME a . 2 a204 CIO x 15.3 q 10 2 b204 C7 x 9.8 8 2kt 2 c C7 x 9.8 3 75/6 9 (4) ' _�' m in 2 f2o4 L2 x 2 x lea q 8 L2x2x !'4 3 3 2 h F $2 GA. x42Vi 8 13'4 { ir J EL_J b._J h._J N I'-51'2 3SP @1'-81/4 = 5'-004 / / . 8'-13/4 (h) / , 3,-7 / /1 3 -61'4 I de ,k/ q'-4 / R.D. / / 3+_3 { 67/8 67/8 / / / / 12 GA PAN- h ,04. i h 1'4 r--- ra\ IF r .„, m II L___. �,,, a20 2-12 i('_- . g (4) ��_ TIP. f204 g (N.5.) j TYP. I2 b204 /id b204 TIP. c C7 x q.8 8'-21'4 (43)G / MK 2048 / , . SECTION A—A SECTION B-13 (v)- - . . � C T. t B. FLG (V8)G TIP. _ b204 , -1-- -- -1 -1 L.............._______...................J ri . 7 1 1 CNI v.W-y 1 g (4) I .- I pi, A I I .. �....... } c e Pc a hl> � I V �'''-- m ..-12 PLAN - . c 6 Q <TIP . 3434:� 2 -I2 TIP' 6 tr-- f 204REF. 3 h (SEE DETAIL) 116N TIP. r- J // a...---.. 1 [ _ FIELD BOLTS Fr- , ' 3/40 I6- � A325N X O'-I4 WIA 76 /N a204 \ ozuj PAINT 1 5/C PRIMER ) /g efilS 77/8 f / MATERIAL A% MK 2045 MK 2045 MOLES 1340 SEE E3 q71 1'4 q1-2 SEE E3 ,� , ✓ •�( ELECTRODES E70XX fit© PRO,t SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS q7� �� pIN�, �rJ'� / R.D. / �, + 1r DWG. REF. # E3 REVISIONS / CIO 153xq'-10 �' I. �roI—IONSER x -' STEEL I NC } +3 ('i'-4) +3 *4k:4'49,zo,'b 4,- tp F� �'' 8235 N. Kerby Ave. Portic ►d, OR 87217 Ph. (503) 28q-8328 Fax 28q-g43q 2 �` LAN D I NG SRAM �' 211A IIiiE8: n� DRAFTER MN DARTMOUTH SCE. OFFICE BLDG CONTRACT NO DATE O / 7/ 7 STRUCTURE TIGARD OR � q 0 r CHECKED DWG NO . Steel Draft Systems Inc. (%O) 750-4812 Job# 07I6-265 DATE DWG TITLE LANDING DETAILS 211 / (\ , 2 SILL_ 0 " AT ±.— R NQ.TO SNIP TOTAL C P SIZE Length REMARKS 1I SHIP MARK NO.PCS. MARK FT IN b205 PLUG wELD— _. OR U ,; SCREW I ONE 2I2A WALL RAIL Dill. T CAP GRIND SMOOTH �,�`'� a205 �, ONE I1/40 STD PIPE 10 0 L/F, A53-B • .' ' •' -- 3 a205 STD WALL RAIL BRKT 2V�" � TO WALL 1,_ X10° ELL. �� FACE OF WALL TYP. MALL RAIL 8ACKET 2 b205 IVO STD 90° ELL.te ci:► � b20 /0__�ya 6/ 2 - IVY STD PIPE CLOSURE SECTION 'a`) 7% I -0 TYP. RETURN / /TOP NOSING ONE 1 WALL RAIL 12 Q E 2 2B SECTION A \ ONE IVO STD PIPE 12 0 L/F, A53-B,.... 9 1(fr 4. ,q� 4 a205 3 2 b205 CONTR. NOTE: 2 - IVea STD PIPE CLOSURE I PROVIDE BLOCKING IN WALLS a205 TO RECEIVE LAG SCREWS STD. BRKT (F5) 3 PLCS B/E A SHOP NOTE: ,,rs N., WALL (F5) OF HANDRAIL �,. b205 0 , ti { 6 �_ 6�-5 / I 0 ,/ / { ONE STAIR RAIL 212A , b205 '82)\/b (5 \ , .. , 0 j ck y11 1 3 / I -0 f t 3 7543 ttm 12 u� CONTR. NOTE: PROVIDE BLOCKING IN WALLS TO RECEIVE LAG SCREWS 18' 0 x205 STD. BRKT (FS) 4 PLCS B/E A SHOP NOTE: WALL (F5) OF HANDRAIL ,. FIELD BOLTS i Ill 11111111011.1 \ 7-%0 LAG SCREWS x 3142 0 b205 PAINT I S/C PRIMER 1 1 )/49 A's MATERIAL A36 3 HOLES 7460 . ELECTRODES E7OXX SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS 6 Al./104p DWG. REF. # DWG # E3 REVISIONS j I -0 a _3 r,. __.- MS TEEL INC. t -0.9.,? ,-. OREGON ,ti ,�, �' .r,9 �� 4- 8235 N. Kerby Ave. Portland, OR 87217 . Ph. (503) 28q-8328 Fax. 28q-g43q QKIr STAIR RAIL 21213 �w DRAFTER f1N DARTMOUTH SQ. OFFICE BLDG CONTRACT NO E ;: 2 , —o� A STRUCTURE I __ 1 DATE M/27/07 T GARD, OR CHECKED DWG No SteelDraFt Systems Inc. (%O) 750-4812 Job# 071 -25 DATE TITLE WALL RAIL DETAILS Y 212 BILL o — ATERIAL , _ _ _ NO.TO SNIP TOTAL PC Length SNIP NARK NO.PCS. MARK SIZE FT IN REMARKS ONE 2I3A NALL RAIL ONE IVO STD PIPE II 0 L/F, A53-B DIM. 3 a205 STD WALL RAIL BRKT 2V2" TO NALL ti CAP t GRIND SMOOTH 2 b205. IV O STD clO° ELL. 2 - IV? STD PIPE CLOSURE q0° ELL. it FACE OF HALL 2 Y b20 1411 .4' `!J • b205 PLUG WELD-''�`'N...._, TYP. RETURN OR SCREW SECTION A T a205 c, PP. NALL RAIL. BRACKET , cf- cl: SECTION 8 3». 754, / 11-0 / 12 TOP NOSI N ts . - 1i co . ";:r. . `'6, '° CONTR. NOTE: PROVIDE BLOCKING IN WALLS a205 TO RECEIVE LAG SCREWS STD. BRKT (FS) 3 PLCS B/E A 1N 07"E(FS) OF HANDRAIL , k _ T • b205 6 . / / 11-0 71-4 ON E STAIR AI L ti R 213A 1 I . } i { FIELD BOLTS 3466 LAG SCREWS x 3V2 1 PAINT 1 5/C PRIMER . I V2' rirtS MATERIAL A36 HOLES 746 ELECTRODES E70XX 01 PRO, SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS ,�+ :e4i.y DWG. REF. # DWG # E3 REVISIONS v. 141 . .--fayg;, lo QxawSR STEEL INC. 00.4 9,12 y 14 10 8235 N. Kerby Ave. Portkid OR '17217 Ph. (503) 28q-8328 Fax. 28g-'143'1 EXPIRES:i2-3r - J DRAFTER MH DARTMOUTH SQ. OFFICE BLDG CONTRACT NO DATE / STRUCTURE i A D o i Oq 27/07 T G R , OR CHECKED Alif DWG NO SteelDraf t Systems Inc. (360) 750-4812 Job# 0716-265 DATE DWG TITLE WALL RAIL DETAILS 2 �_ AIERIAL NO.TO SNIP LTOLTAL PC Length \ SNIP MARK NO,PCS, MARK S�Z E FT IN REMARKS\\1._' _---- 1-- ;\ \ ONE 214A STAIR RAIL b203 0203' (F.S.) 31/4 ONE IVO STD. PIPE 76 0 ?osTs .xS PIPE. i 3 a203 Sao ROD 3'H± BENT PART PLAN 1 b203 11/40 SID PIPE q0° ELL Jj : 15160 INS RAD' il� • jP r# , . . a203 TIP. �6 , A/ 516 ! , 1346 SECTION A , ,3/ 9 a2O3 (N.S.) k4 b203 1 I 1 1 1% %b..44 kW Co g 4 k■._% \'■ .... %.1:ps% s..Y 0 IS lial ,4 , - 1 r� cn 1 s \ \ \ \ i �r�.. `' a203 (N.S.) ,rif 16'Wil .. _ 31,E ,r3 . 12 'o . A Co,$) \ \ \ o a203 (N.S.) mc © O o 1 1--•• ig tr. I i 4 1 c, \ X) „� . 0 m C ) Co "<N I'-0 O \ ' / O t I \ \ 3'-2V2 3L2V2 FIELD BOLTS / A325N W/N41A1 5'-� II PAINT I S/C PRIMER T i f /mot , MATERIAL A3 HOLES I V 6'-5 ELECTRODES E70XX �gt'ED!YAW x SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS •Zr+ ` 44'410 DWG, REF. # E3 REVISIONS 111,00y9'_._,fie '-. oxscox I STEEL INC. ON STS I RRA I L 214A - ___ to �, F�� 8235 N. Kerby Ave. Portland, OR '17217 Ph. (503) 28q 8328 Fax. 289-g43q IEAPIRES:J 2-3►- oq DRAFTER M- DARTMOUTH SQ. OFFICE BLDG CONTRACT NO STRUCTURE DA E 0(1/27/07 TIGARD, OR CHECKED 46 DWG NO n SteelDraft Systems Inc. (%O) 750-4812 Job# 0716 25 DATE ...- DWG TITLE STAIR RAIL DETAILS Y _ _____ SILL 0 ' ATRIAL c206 c206 - N0.TO SHIP TOTAL PC Length th �. \ SNIP MARK N0.PCS. MARK SIZE FT i N REMARKS - 1-- th:1". \ / / / crl\ r--} \ m\ 1., 1-- 1:1 N \ ONE 2 15A STAIR RAIL b203 a203 (F.S.) a203 (F.S.) b203 ONE - I1140 STD PIPE ci5 0 QosT xS Pi PC, PART 1L PLAN 4 a203 as ROD -: 314± BENT 2 b203 140 STD PIPE q0° ELL 2 c206 WAGNER SPLICE UK NELM CONN'>p 1:11023-L i 1 5 • V4/ IIII f ' . 3/ ,, N 9, N • 03 (N.S.) ,0440001 .,.. b203 Nii, .9, -Fn (**.° I h h..%N b..N%4 4..‘" cr 1 t.Cl 0 I-Clal CO - if,lalkii p.,N...!INI41116,, • 03 N.S. .Nosi ti,ell 4'IS■Nipp'N. I4i%hhb,..,N,.. %9-6 -d.) ' N,..N.%..N . 441444issiso . `1 • 03 (N.S.) 7% r*-9 ...N1?/. 0 12 A co 3y4 m `r 1 0203 (KS.) N # '560 INS RAD i' LI: - 1 tol ,. . 0203 yes 0 / Lo r TIP. 7 , 6 cv % 516 SECTION A 2'-q 2'-q 2'-q FIELD BOLTS / / / / A325N W/NSW 7'-4 11 AIN / / / PAINT I S/C PRIMER 1 /2# MATERIAL A36 HOLES 1160 / -3 / ELECTRODES E70XX D PR SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS ,�,r G I N�� . DWG. REF. # E3 REVISIONS ..,. • • fop �IOWSER STEEL INC. ti ti O� ONE STAIRRAIL ORN 215A s 3 $ •*'•9,1O 4 8235 N. Kerby Ave. Portland, OR g72I7 Ph. (503) 28q-8328 Fax. 28q-g43g Flo L. p`.© DRAFTER MH DARTMOUTH SQ. OFFICE BLDG CONTRACT NO 1 EX �13ES:42-�31 —off DATE 0q/27/07 STRUCTURE TIGARD, OR G , DWG NO SteelDraft Systems Inc. (3O) 750-4812 Job# 0716-265 DATE CHECKED DWG TITLE STAIR RAIL DE I LS 215 SILL C) =." flAIERIAL c203 r_ NO.TO SHIP TOTAL PC Length ., ` SNIP MARK N0.PCS. DARK SIZE FT I N REMARKS \ \ 11 \ / 4'0 .;,1-.\ AL.::: `"� --- ONE 2I6A STAIR RAIL a203 (F.S.) b203 u s_� ei t y � b203 a203 (F.S.) - I ONE R I STD PIPE 82 0 I .; x 3 0203 �� ROD - 31116± BENT P AR I 1 PLAN 2 b203 1Yq'1 STD PIPE q0° ELL I c206 WEDGE LOCK WAGNER WELD CONNITR #1023-L - /314 • 5 , A \ 1410„, 0203 (N.S.) 8/ A C:=1-111*.‘ i ■NsNss%,..4„. b203 1 1 "MI . 7,, , .., I tglki„, ... I 0 I)hi I I I 111 I 4 14 i olioi 4 1 1 1 i 1 0 1 1 Iiiii4 1 1 i i 0:••..1 N..9 f(_,141 i 4 11'i, -co 1 6 co 1-'411%N %) , it kX‘' '%i). ,. 0203 (N.5.) jj 12 A 3V4 --:- 1 �- 0203 (N.S.) o • 1§460 INS RAD 11( ' 1772 \ 11,16-J ,. #11 a203 Vii e c 6 , TYP. re- •&%1 c1 BA, , 546 • SECTION ! \ ! -,-,x\F } \ ... ,.\ 3l-8 3s-g FIELD BOLTS ,. / A325N W/N4W i - 61-5 II PAINT 5/C IM / / T I S C PR ER 1 /Z 9 t MATERIAL A% HOLES IV 7'-4 ELECTRODES E70XX SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS X14 1 :N fit. DWG. REF. # E3 REVISIONS 4 ��i O0 . lk - a0 STEEL INC. SER-9 0/ . go OREGON ON " STAIDDAI � AA ORGON.. 2 �' `�•f. 2d�3 @' . 8235 N. Kerby Ave. Portland, OR 87217 Ph, (503) 28q-8328 Fax. 28q-g439 w Y tO L. DRAFTER MN . CONTRACT NO STRUCTURE DARTMOUTH SQ, OFFICE BLDG EXPIRES:I 2 3c off' DATE Oq/28/07 TIGARD, OR CHECKED , +4 DWG NO Ste l D ra t S y stems Inc. (360) 750-4812 Job# 0716-265 DATE .- DWG TITLE STAIR RAIL DETAILS 216 /1..... , _ . . E3 1 LL 0 = flATERIAL NO.TO SNIP TOTAL PC Length 0203 . SHIP MARK N0.PCS. MARK SIZE FT IN REMARKS 41,....\ ti \ ONE 217A GUARDRAIL er\ c P ONE 11/4 STD PIPE 41 6 PasTs xs APE 1 0203 0 ROD - 3%4 BENT _ AN 8�1b 3 b203 Ike STD PIPE q0° ELL / / 1 c e V4 x 4 4 03/4 4'-03'4 / -7kb (5'-IIb) -51'4 - 4'-34 ONE 2178 W12 x 22 q 2Y4 2 d EY4x4 7 254 . A 711" 3V4 1416 MI g IV4x7V2f 4 77i BENT i 6 ba 3/40 A325N 0 13 W/NtN \ \ e,, 'II co a C� C) I \ \ 15460 INS RAD 4 S! 7N 4.11.J.7 ,. - , k II 4 a203(N.S.) #Il t* �n 0203 ci c TIP. ,,-) C`s— m c4 3I' r 1 70 7N1 1511 t 4 b SECTION A _ _ 6 v (TIP 1 4.16 . \ \ i � \ I I \ \ T.O.CONC. \ \ c (N.S.) . ONE Sj GUARDRA I L 217A . 6748 3'-8 2T4 i 4'-4311 CUT 3Y4 x 34 CUT 3V4 x A ' i, 2-8 , 71 416 ' 2-8 9 9 T.0.5. EL. 265'-8 _ f- 0 . 1 , _ ,\\ TIOI , i : IIIIIIIIIIIIIMI _ (.2N 1 o !,,. MINEW 1 d d i I // SECTION , ,, FIELD BOLTS } R.D. A325N W/NSW 3 � 3ba 3 ' ba 34 13'4 PAINT I S/C PRIMER 1 1/4,1.Q'/ , MATERIAL A36 q -0V2 / HOLES 14160 r % PRo ELECTRODES E70XX . SURFACE PREP. SEE SPECS 0 DATE REMARKS 0 DATE REMARKS `� x 22 x Gil-2% GI I 33/4 f : , -A DWG. REF. # E3 REVISIONS ONE 2178 (iJ12 4) —It C1 -4) -It f*SSP4PPI STEEL. INC. t° L• f0 8235 N. Kerby Ave. Portland OR g7217 Ph. (503) 281-'1328 Fax. 28q-1431 EXPIRES: 12-31-0 9 I CONTRACT NO DRAFTER MN STRUCTURE DARTMOUTH SQ. OFFICE BLDG DATE 01/28/07 TIGARD, OR CHECKED DWG NO DWG TITLE MISC. DETAILS Steel Draf t Systems Inc. 060) 75D-48J2 Job# 071 25 DATE 217 ... AMERICAN METAL WORKS, INC. 1410 N.E.ALPHA DRIVE RECEIVED McMINNVItlE,OREGON 97128 CCB#104864 PHONE 503-472-3864 MAY 1 42008 FAX 503-472-4199 CITY FABRICATORS OF STRUCTURAL STEEL AND MISCELLANEOUS METAIEtui SI GRACE, LLC ENGINEER: STRUCTURAL CALCULATIONS 04/28/08 G. L. FIEDLER FOR DARTMOUTH SQUARE OFFICE BLDG. PAGE JOB: ENTRY STAIR AND RAILING SYSTEM 1 OF 30 0747 CONTENTS: CRITERIA 3 STRUCTURAL NOTES 4 STAIR AND HANDRAIL SKETCHES 5 LOADS 13 LANDING DECK 15 STAIR PAN 16 STRINGERS AND POSTS 17 CONNECTIONS 25 HANDRAIL 26 01‘ PROF, Ast, Sw+(liN4.4.-0 co 44 .0 0 11, 73460 VIP Aiv w' OREGON 0 4, •t.9,20db No L. f0 'EXPIRES: -octi REFERENCE INFORMATION: 17. MAY I 2 2006 3. 4. 5. SI GRACE Lie DESIGN REFERENCES: 1. OREGON 2007 STRUCTURAL SPECIALTY CODE 2. INTERNATIONAL BUILDING CODE, IBC-2006 3. AISC MANUAL OF STEEL CONSTRUCTION, ASD 13th ED. 4. MIN. DESIGN LOADS FOR BLDS&OTHER STRUCTURES,ASCE 7-02 5. CALC COVER entry stair.xls ❑ REVIEWED 0 REVISE AND RESUBMIT I • ❑ REJECTED URNISH AS CORRECTED Corrections or comme is made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. this contractor is responsible for confirming and • correlating all quantities and dimensions; selecting fabrication processes and techniques of construction;coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. FROELICH CONSULTING ENGINEERS, INC. DATE: j BY: LEI:L.__ P P. ( -f-\ �{� (, 4c 1 i ; -1 ( �:��r 4 - ,, t>--[ a cJ kt i y_ - 1J9 L 0 JZxozZWZZ W �!-�QO��¢ !— 0 wxu,in UN o- OoL-.aZZm '� to m c'... 1-Of5,� g O U Wa oxZ~ U ttJ 0§gf-'F=--OH-V= a. n) Wo.wu 00e U��oJoo a � w m .8.,„m,_„,..40 o_wu cr W oW °2�864-oZ. c9 ❑❑ UU�o~w�°z��vo .- it.,* .woozy§w Wt F?..._W=F-W<�wtn > ce 0 z ,13 1 ,s.f„OO °°_ ` W jg3ZP ZbN) W co W U W tnOOcc/JO�OZpl 1A X U OF- ~soi.gp.. n 5 W w za4� a—.- W O W UVfYUV �(144 W ikiS!cm■HL2Bil§Latg ' AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM By G.L.FIEDLER DATE 14 - 2-6 - 0 B REV. i . . . . I , , , . . I . JOB.NO.0747 SHEET 2- OF ! , 1 ! . ! . , 1 ; ; 1 ! , , . . 4- ------;- -4---- 7 -TT1 .... ..-, ■ . ■ 1 1 ! ' 1 ANA ,,ys6 , ! A100 C-t s 11C014 STPAa_ . 13]. T.RP;1,(--1-0_,Ct., 5..,, SfillEtkit - "- ±- -7 1 7 1 t' , i T! I g.:: br:ILE, 16 U 1 t-ti i 74.Ei.ce ! C4k,C4,..!)1,k7r1 C),P1/4!)-.. _6E'L. i---6(z._. 7-11-AE1 .._. - 1 , , 1 1 ; . IMP1 t'- '7)r-31-11.,I.1 STE44-4-.% I - - ---- -i- ---- .---i- --- 7 -'r- r t 1 , -i I I , ,, ;. ! ---L- : 4-- ; -- - 1 1 1 i I 1 I ; 1 I i ; 1 i 1 ! 1 ; 1 ■ . I I .I • ; : ; ! I i 1 I I I 1 I , 1 - -1 ---; I ! ! _1 _ ■ _ , f.._...______;__. .4_ , T. a. ..f. - -., :- -4- 1 I i i "---; ■ ---",- , 1 I I , i 1 I 1 1 i ,i5 1 7.(..7+ '•; 1 --- -.- ---+- -7; ---- -1 ---- ---- -- .77 - ----- 1 1 - -- 1 ,•• , i 1 , I 1 -,- r ; ___._._ --- - --, - --- 7.-- i , .........., i ....- --!, -- -- - - -± --- --- .-i. - ---- I i 1 ■ i i ; -,- -,.. t 1 --- , -, : I ---+ --+ --H i 1 1 { , I , I i I --- -, --,--. ---- -1- I --- --- --- -1- ,- _ - -21 ---- 1 i 1 i ! , ! I 1 ! I 1 ■ ! , I i , ■ . , , ■ _.,,,, . ■ i I ■ 1 . I t i I I I i . i 1 . i j ■ -4- -t . --Th- i I r --' ----,7 7 7 7 T-1- , . 1 1 1 ---i-----:. ----E- --T ; T -7- , 7 -; -7"- 1 ; .4- -4 ---',, --: ; . , i i i i 1 7 ; ■ I I 1 ; 1 . 1 1 i i I ! ! ! i ! ■ ! 1 ! _; I ■ 1 ! ! ••• i 1-- 1 1 1 : , . --i- --t- i -1- I -; -1; -- I i ; 1 -1-; 1 -4-- ---1 , 1- 71- -71 --;; ; _il _4_ ., , . ; - ---t-- ---71 .,... ........„ 1--------1---------7 i 1 t , ; 1 ; i I 1 ; , 1 ■ . 1 ,;-- --- ---,- ---i- -+- *iL i . . ■ ■ j I . . ; 1 i i i----- j ----1 1 : ; -7,7 -: ; ' ., p.,-; , i f- ---7 i--- ; 1 -i- - ', , I -1. , i I 1 i [ i . . , . 1 1, . ; : i i 1 i 1 1 ; i — -4- --, 1 --- — --1 ---7 ! i --- - --- -- -,-- ! --1-. : --T --i- --7 . i I . --4 -- , . --- ----,- ----i -1 ', 1---- I ■ i I i 1 i , 1 i , .,,... _ ____ ___,, i ; 1_ ' i i I ■ I . 1 1 i ! I i , I 1 1 . 1 I ■ i 1 I i 1 1 i 1 i 1 1 1 1 1 i I 1 , ■ 1 I i 4 -,---- --. , 1 --,-- --i , 1 ! i 1 1 ■ i ! - , 1 .. j . ! , 1 1 ! ■ ; 1 i 1 1 1 I 1 I 1 i 1 I 1 --T- --, 1 ! , t --I t 1 ' -1- -I- ''; 1 1 1 i , ; ; I I ! 1 1 ' ! I ! I 1 ! i 1 I _ --1- _4_ ; 1 '1"'-• 1 i I -- !- -- --' I 1 1 1 . -" 1 . ! ! I I I ! , • AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE L4 — 2-8 - 05 REV. CRITERIA JOB.NO.0747 SHEET 3 OF STRUCTURAL PERFORMANCE OF STAIRS: ! ! i 1 ! I I ,.1 , _1 _.; 1. I UNIFORM LOAD: 100 LB/SQ FT : : -- --.. CONCENTRATEDLOAD: 300 LB ON AN AREA OF 4 SQ IN UNIFORM AND CONCENTRA:IEDI LOADS, NEED NOT, BE:ASSUMED TO ACT CONCURRENTLY.; 4. i STAIR:FRAMING: CAPABLE OF WITHSTANDiN&STRESSES RESULTING FROM RAILING LOADS IN i I ADDITION;TO 1.0ADSISPECIFIEDI ABOVE. I I I I 1 1 -5. ; LIMIT DEFLECTION OF TREADS,!PLATFORMS AND FRAMING MEMBERS TO U240;ORIIA"WHICHEVER , IS LESS. I 1 ! -- 7 I 7 ! 1 1 ! !! 1 ! . ; , ; , 1 STRUCTORALPERFORMAlsiCE OF RAli_ING; 1. ; HANDRAILS ! 1 iLi I ! 1 4 , ; : , . ; 1 ! ;__ , , : • , , , , , , , , , , a. 1 UNIFORM LOAD: 50 LB/FT APPLIED IN ANY DIRECTION 11 ii : 4 ; , : : : ! ; : . , _ ; • ; ; ; L : : ; .,: _ ---- , b. CONCENTRATED;LOAD: 200 LB APPLIED IN ANY DIRECTION ! ____II ___,.1 ; _i_ J4. 1 : 11ll 1 1 I C. I UNIFORM AND CONCENTRATED LOADS NEED NOT BEASSUMED TO ,AC1CONCURRENTLY. 1 ; I 1 : : : I 2. 1 TOP RAILS OF GUARDS:7 _:!, ! ! ! _ 1 a.T UNIFQRNI ILOAD: 50 LB/FT APPLIED IN ANY DIRECTION1 I- ! 1 1 : 1---- b. I CONCENTRATED 200 LB APPLIED IN ANY DIRECTION 1 ; , ; 1 __, I- c 1 UNIFORM AND CONCE NTRAfED,LOADS NEED NOT BE'AS-SUIO-ED TO--ACT-C6NCORFR'ENTLY. • 1 , ; . 1 • ; ; : : : : : • : _ : : : : ,._. . .... ; , - - . -, ■ . 7 ' ■ 3. ; INFILLIOF!GUARDS: ; 1 1 , 1 7 I ; ■ 1 - ; - I a. I CONCENTRATEDILOAD: 50 LB APPLIED'HORIZONTALLY ON AN AREA OF ONE SQ FT: . , ! " ' 1 : ; - • ; ; ; ; ; i ; , : _,_: _ b. I INFILLIOAD AND:OTHER LOADS NEED NOT BE AS§UMEDITO'ACT CONCURRENTLY 1 , ; : : 1 : : : 1 ________,_ , _ . _ ; : ,-.4, .--- -1-- ---,- -- MATERIAL SPECIFICATIONS; ! 1 1 I 1 1 1 ! ! ! ! : t _ i 1. 1 W AND VVT SHAPES H ASTM A992-FY=50 KSI : 1 1 : 1 1 1 ; ; --4 ---, 2. i Nib, OkND L sHAPEs-ASTN4 A36-FY--436 i<S111I1 i 1 I I _J __ , I, H_.4I 1 3. ! PIPE H ASTM---A5 i--FY=3$Ksil .! ! 1 : ! ; 1 i! 1 ! ! 1 i ' , 4. I H§,S(ROUND, SQUARE AND1IRET)f-ASTIVIIA500, GR B-FY=46 KSI (42 KSI ROUND); _l ----i -r- -;- ---1 5. I P13-4TS-ASTM A36:---FY=36 KSI I 6. ! BOLTS-ASTM A325.-BEARING TYPE CONNECTIONS : I ; 1 I 1 . _ ---- 7. ; WLDIFILLERIMETI ALI-AVViDi-f--;--E---Y= 70 KSI 1 I I 77---- I i i i ---i- : 4-- --- -I ---- : , ---t- --+ -----f - 1 , ; _ : • 7 : , I 1 i 1 I , ! 1111 ! „ ; ! . . i ; I ; I' 1 j 1 ■ 1 ; ' 11 I I ! 1 1 iiii ( ! i 1 - I 1 ; I ' 7 ---■ , _., , .-- I ; -1- 7 ; 1 i i '1 , 1 i ! ..--- ,-- .--- Str=uctural Notes • 074-- PE516N CODE: 1. INTERNATIONAL BUILDINE� CODE,2003 EDITION. 2.STATE OF OREGON 2004 STRUCTURAL SPECIALTY CODE AMENDMENTS. 5.Al 1 REFERENCE TO OTHER CODES AND STANDARDS (AC1, ASTM,ETC.) SHALL 13E FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE. P 51eshl CRITERIA= GROUND 5N01^I LOAD (Pg) 25 P5LF FLAT-ROOF SN01^I LOAD (Pr) 25 PSF SNON EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR(15) 1.0 THERMAL FACTOR (CO 1.0 FLOORS 50 FSF FLOORS PARTITION ALLOWANCE 20 PSF FLOORS - ASSEMBLY 100 P5F BASIC WIND SPEED,3-SEC GUST 100 MPH BASIC HIND SPEED, FASTEST MILE 80 MPH HIND EXPOSURE B WIND IMPORTANCE FACTOR(Iw) 1.0 • SEISMIC USE GROUP GROUP 1 • SEISMIC IMPORTANCE FACTOR(le) 1.0 MAPPED SPECTRAL RESPONSE,5s 1.067 MAPPED SPECTRAL RESPONSE,51 0.381 SITE GLASS D SPECTRAL RESPONSE COEFF.,Sd5 0.164 SPECTRAL RESPONSE GOEFF.,Sd! 0.416 SEISMIC DESIGN CATEGORY D BASIC SEISMIC-FORCE RESISTING SYSTEM SPECIAL CONCENTRIC BRACED FRAMES DESIGN BASE SHEAR 211 KIPS SEISMIC RESPONSE COEFFICIENT (Gs) 0.133 RESPONSE MODIFICATION FACTOR (R) 6.0 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE IRE-M9INEESREO STEEL STARS, I. STRUCTURAL PERFORMANCES: PROVIDE ASSEMBLIES 1^IHICH, HHEN INSTALLED,COMPLY HITH THE FOLLOHIN6 MINIMUM REQUIREMENTS FOR STRUCTURAL PERFORMANCE(UNLESS OTHERWISE NOTED ON THE DRAWINGS): A) TREADS AND PLATFORMS OF S i t=L STAIRS: CAPABLE OF HITHSTANDING A UNIFORM LOAD OF 100 P5F OR A CONCENTRATED LOAD OF 300 LB5 SO LOCATED AS TO PRODUCE MAXIMUM STRESS AND DEFLECTION CONDITIONS. B) POST,HANDRAILS, AND TOP RAILS: DESIGN POSTS,HANDRAILS,AND TOPRAILS TO HITHSTAND A MINIMUM FORCE OF 250 LBS APPLIED IN ANY DIRECTION AND AT ANY POINT. ALSO DESIGN HANDRAILS AND TOP RAILS TO PlITHSTAND A HORIZONTAL LOAD OF 50 FSF APPLIED NORMAL TO THE RAIL. C) GUARD ELEMENTS: INTERMEDIATE RAILS,BALUSTERS, AND PANEL FILLERS SHALL BE CAPABLE OF HITHSTANDINS A UNIFORM LOAD OF 25 PSF OF GROSS AREA OF GUARD, INCLUDING ANY OPEN AREAS,OF 1^IH1CH THEY ARE A PART. THIS LOAD NEED NOT BE AC UMED TO BE ACTING CONCURRENTLY HITH UNIFORM OR CONCENTRATED LOADS ON POSTS,HANDRAILS, AND TOPRAILS IN DETERMINING STRESSES AND DEFEECTION OF GUARD ELEMENTS. 2. SHOP DRAWINGS SHALL INDICATE PROFILES,SIZES,CONNECTION ATTACHMEN TS,REINFORCING, ANCHORAGE, SIZE AND TYPE OF FASTENERS,AND ALL ACCESSORIES. INCLUDE ERECTION PRAHINGS, ELEVATIONS,AND DETAILS HHERE APPLICABLE. 3. SUBMIT SHOP PRAHINGS AND CALCULATIONS FOR METAL STAIRS SEALED AND SIGNED BY A QUALIFIED CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF OREGON. 4. INDICATE HELPED CONNECTIONS USING STANDARD AHS A2.0 HELPING SYMBOLS. INDICATE NET HELD LENGTHS. INDICATE VENT HOLES. 5. STAIR TREADSSHALL BE AS INDICATED: A) SHEET STEEL: ASTM A510, GRADE 56 B) CONCRETE IN METAL FAN: 2-I/2" DEEP,MINIMUM C) CONCRETE FOR TREADS: 5000 PSI a 25 DAYS 'DD) REINFORCEMENT FOR CONCRETE TREADS: HHF 4X4 1^11.4X1.4 " 6. Si EtL PIPE HANDRAIL SHALL BE I" DIAM!1tK STANDARD PIPE,NET OUTSIDE DIAMt r tK NOT LESS THAN I-1/4" AND NOT MORE THAN I-I/2". SHOP PRIME AND FIELD PAINT. 1. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN SHOP TO CREATES EXTENT POSSIBLE TO MINIMIZE FIELD SPLICING AND ASSEMBLY. 8. METAL STAIRS SHALL BE FABRICATED IN ACCORDANCE HITH NAAMM METAL STAIRS MANUAL. R. RAILINGS AND HANDRAILS SHALL BE FABRICATED IN ACCORDANCE 1'4ITH NAAMM PIPE RAILING MANUEL. 10. FIT AND SHOP ASSEMBLE SECTIONS IN LARGEST PRACTICAL SIZES,ALLOWING FOR HANDLING THROUGH AVAILBLE BUILDING OPENINGS. II. ACCURATELY FORM COMPONENTS REQUIRED FOR ANCHORAGE OF STAIRS. 12. FABRICATE STAIRS HITH CLOSED RISERS AND TREADS OF PAN CONSTRUCITON TO RECEIVE CONCRETE. FORM RISERS AND TREADS OF PAN CONSTRUCTION TO RECEIVE CONCRETE. FORM TREADS AND RISERS TO CONFORM TO CONFIGURATION SHOHN. 13. VERIFY ALL DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION. / /3 T @ 11 = 2'-1/ 5'-U /10 0'7 t� 9J 5 y• v. ( III ,,sob'' r -\\'‘141 / 0) N, 4 1 40"\ Q ' , 0 H._____ C12 x 20.7 '/•' — ■■ I ►�? L2x2xk4 r I x ° 1'-11 I v 12 GA PAN N i Q (NOT SNOWN) v I I C x 11.5 I ∎ CZ i� N.•. M• 230 •L ,i (: z m UP MK22.4A �ya N '' r 1' ,STAIR 4 IAND'G a a i0 ( S E7 L2x2x5- l% E7 © I CUT Cl2 x 20.7 �=/ V N.R. MK �B1 P x3 _ �'.... • . W10 x 12 (BELOW) .. I 4 MK223A A I Q 2 -4 r ' 9' 3 Di I I CZ o 2 0 1 I Zr 1 v c,� _ v �� ( x -' x co Q 3 w c" H 3 II CV. 1 1 1 a_ a D in f2Z ,oligg II = 0 i r- o II 4 O 1 O In '® I NE .i- ` - - I 16 W10 x 12 1 MK223B 1 T 2ND FLR. In in 234// 3`-10*Z SLAB I EL. 252-0 V-2 / 4'-4 1 1 (CLEAR) • I 1 e Q� Fr • A IN( NTtL'( 5TA1 a I-0(Vi‘Jk LENS L. (2."4 FLQ-) , , . 0-04—1 WT ( 19 TREADS if 11 /6 II •9 /11 / zu) TIT * is4 r .., 266LO . 14141 x 2; 1111111 livikitiiity • . . i!' ' • 40 7L10% 1_4 . ' ■ , 1 • -..,, WALL 7,-Th I f t -'.• C1,7 41 omi -40 . , . , „,...., --,, At ' 1 i--- '1111r.‘_ ; 1 oe 5TD PIPE(TIP.) r TIP. ........." ,,,. ■ , Y.4 ' 1 252LO . , -- 411111 — 4 it • .....-.– .., go /.3- . • ,...: KEEP„)./ D-0(rtAX) ' MAN E14-02,y STA i rt_ Lob t-e V L . ..--- - 07 L\7 SI4T 7 G-\ ..) • 5-1 3 T @ 11 = 21-61), ti /0 /S 4 -4 A' icr 1:(CLEAR)Tr \ 1 I I I \ \ l_. fahlk c? MI r\i. in -,cr 1 7N, la . -224A.* • a —\.- - •Cir<„, 2 NA Fur) STAR/LAND11\1G 4- , — e, i ---,-- • \\/ r--" ..._. STAIR SECTION E3-13 REF: ES ) _ ,.: (-1:-. a N LC' • ao • It A b m ii 111111 AI --/ IL 1 J ..., TYP.)416 OR 1 v (F —.'5.)---/- rii. 344 (T t B FL( 0'8)— I 113 N 11. 8 Iwo (P8k <3 4 •1 1 i 1 Jii liY°8 \ cl 1 f 1 1 7r) 11 i i r A ‘1 i \--RIMS.) 1 _711 k x 1_, 1 c 1 I 1 7n A 1 <6) A\-1— r--//'' 1 1 g 1 71 1 ,1 1,1 r 1 I m 3 SIDES \- 1 i 4 Po— 1 G ' 7 1 i 1---.1S 14 x k-1-x"1/)(0--\\ N 1 I -_-_ 1 ; ---\--,,N —ab 1 i 4 .. , v aa i <5 , d_1 ' ' . PLAN do/ of I Pc 416 (TYP. G 1 F(3.--x 3 e 1 1 i 1 i 1 V r f i i • f M A I N ifia:\( S"arA I(4' LAP•it) /NIG • 07n 5 -r UNDERSIDE OF UPPER STAIR B CODE SPECIFIED CLEARANCE LINE to 2ND FLOOR—\ `T - - o� Q FACE EL 252'-0 1 M t 3 I W18 BEAM Mkt I i i K "zo 14'_8" 4'-4 3/4" co v o 16 TREADS © 1 1" 2" LANDING , ¢ I C I [I r ,�,P � 1�2" ,, �� CLEAR 1ST FLOOR --\ l --st- EL 238'-0 r 5'-6" I 6 TREADS © 11" AI SECTION © ENTRY STAIR 1/4~ = 1,_0. 1ST TO 2ND FL . (-)-7LI--7 SI-,37 10 N ' (12) 4`-2 3/4" ` 6 1 /4" . = 41 rr\,--• .00 �� PAN STIFF. ' = HOLE IN 2ND � T `~ -=--DN | ~~ - FLOOR SLAB ,_ /y ' o r~o v � LANDING / ' - v ( �� } "» —/ _____~ 1 � — —— -- — — - 1-- — — -- Y | i n 0 / `- — ° I m �� ^ / , . "-� ' �v " �� | ( i a -- UP | - eV . -- /�-;� / +_ --4- | I 1..... -4' / | i _/ 41/ u � | --~---�------------------------------------------------�---- �0��0 10 / ~~� ! ,` ~- 110~~r» __ / C-D cn \- 4[8|NG �-~ AND EDGE I ../ OF FLOOR OPENING 1�'-7" � — i .. ' 'Pr' . PLAN © LANDING 1 / �/�/ ~ �r �/�/ v��//�`/ SK2 1/4" = 1'—O" ~- ~' ~ O 6 1/2" - - GAP 4'-4" 9 1/8„ _ 2ND TO 3RD FLOOR FLIGHT l 2ND FLOOR Cl 2 S _-,�- 1/2” GAP ` 4'-43/4" W1 8 1ST TO 2ND FLOOR FLIGHT 1 I 7i" WALL 71-1\r-- i" GYP. BD. ON 6" STUD --f\r"1:\_ 4'-11" 7i" WALL FACE-TO-FACE SECTION AT ENTRY STAIR 3/4" = 1'-0" n i ,- t2_ 12 BEV DINS ON PAN 9 2 7/ 0 4 1 3 I% 14113/4 87/8 ex•P--- pig BEV 1 /6 0 ' 11DTH 1'-1O7/6 DETAIL Pc. "d" AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 4—2-E, —c)5 REV. JOB.NO.0747 SHEET 1 OF . : : ; i ' i : , ! ' ! ' i ; ; i 1 i 1 , : I L-Ot;DS , ! ; , I , , , - ---- - ! ' , . , - i ; : i ----1- , 1 1 L-Ar30/0(_, i ; 1 1 _I 1 i _ _ 1.- 3 ' I I =,-- 17 ,j)s _ , 1 _ — 1 1 ; 1 _PI ,A -^.--A-..26_1's-F , 1 , - _ - -- , , , 1 i 1 ____ _ 37■P.f '`,..j.__,3.-11.9'Y1.1/4.5 _:,-7:_, 2. es_c. I , ; ; ; 1, I , ---; _, -bP 4_4-4. 3a.A:_q_f_b__+_2_,, ,.__7-Li_ 4 5,1a_____ I i i I i ! I : : i______ , I 1 _ _____ ---- i 1 • " ' L_ Tae AtAFA, '. : . , ' ! 1 • _ I „ i --1 2i cip,....) rz.I 3 bz pc i , i . , , ' • . I ' ., . Der? !„,,, 0,1,T 4.9 $A,-(_, i-t0 -, i 1 ! ' i 1 i I . i , , i , , 1 i i i ! ' ! 1 . ! ; ; ; 1 i ! ! I I i , , 1 ■ c)7, 1-..14e.-a---,-4 1 T. 4'1 ! kie.4 1U0-d, ;. ; ! I I t , , t ! I I ! . ; tt L. . i ■ , ■ , ; 1 1+11LV.L)G E:1 Z. ''S'• thilthr(I 180 I:: 6/ , : ' i 1 ! ■ 1 1 i ' 1 11 PT , . , 1 , . ' ''bWA 0 kl./ 4 2 -..i(4. 4 1 i ' I .: I I I : 1 f 1 I I ■ i 1 1 i 1 I I I I 1 , ; 1 1 , 1 1 ; I { ; i 1 I 1 I 1 1 1 I I , 1 : 1 1 I 1 1 1 II I 1 I ' I 1 ■ • I 1 I 1 ' 1 ! I I I ! ___ 1 ' I i ' ! ! ! , 7 -1 1 I 1 i j 1 7 1 1 I i i i I 1 i ! , ; 1 I ' ! I i i i --1 ! — --I - 1 _. , 1 1 ; . i I _i „ ! L. ; . • ._...,. — -1 - — 1 i 1 -, 1 1 I ' I I . i • ; I I ; ! II ■ 1 T" t - , --' 7 1 I i. -- - --i-- ,— _ , I 1 1 ! I , ! I 1 1 : ' I ' ■ 1 I i . I ; T i : 1 ; I I , I : 1 1 I ; ' , I , . I 1 , , i ' ' : ' -,1 ---;: I -1 , 1 i _, _ -t----i- , ---1 -7- -,-- --:-i , --- -- i -- --, 1 , ; 1 1 ; 1 , __i_ i • : , _.1 i : , 1 I I i 1 1 ■ 1 , 1 ! I I i I ! . 1 1 I ■ ; ' ! . . AMERICAN METAL WORKS,INC. CLIENT Si GRACE, LLC • 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE Lr' -la-C)F3 REV. JOB.NO.0747 SHEET \L\ " OF ; ; ■ ; ; ; ; ; 1 1 I ; I I i , i I I I i I t _ ! ' ..1 5.E:it,Sq_‘4 , ! i !, ; i ; -; j I ir, ; „ ; i : ,_ I 1 I 1 i I I I i 7 ' ' ' le-- c I(4- ' C.-1-t ti i'-i ,i(D 1 i ! ! : __ -... i 1 1 i 1 1 I ' 1 i , , : 1 , , 4- - -t 1.- 1 t 1 " ! 1 1 , 1 I ; ; , 11 , l' C7A-- - 9, (c,,,°Z.,1)._ i 1_ ! . 1 , ; ! : , , ! -7 I 1 '''''.- -. , ; --F- ; -; , I t 1 ; 1 i t I , i 1 I I t • 1 ; I !, I 1 ; a---Jp ..-:„i t.do . , i , 1 1 ! , ...._, ---- ---- - -- ! . , , , , ; , , ----T---, i I : 1 I 1 , 1 ! ! ; , i 1 , C- ,,1 1 i (-4-1.1- $147 Li■ ! ,' i_ ! i i I 1 1 ; ' , t I ' ; ii , 1 ; I :-..- 13c, I uPPei-c. FL-00a- Iiii , _! liiI ; 1 ! : . — • , , , , , I - ---- 1 ; ; ,,, , i ; ! ; 1 ; , : ; , , ; ; „ I 1 ! i1 , 11--04*ilgroorilIIIillii ! ! 1 ! 1 ; ! iii : 1 ; ! , 111 ; 1 „ 1 , 11111 ; 11i ! ! ill , il ; ! , : . : . i : i ., :_. , , , , ; 4., ' . , ; , : , , I 111---- 1.r_ li •4-1- 40)( .FiC°V Wr! ; , '...11)1 i - L . 1vjei_c (31.(0, 1 , ! ci______ 4 i _., , ___Li_447.2.i:_,„L.,. : i- 4 41111 i ! "1--, , Ii ! ! ! ! ! ! 1 Ii ! : , ■ , , i ! 1 , 1 ; 11 , ! IIIIII , , I ' _ iii ,,, . , -4\ /1 ,;‘,\ I.j i ,.; 1,. 2,,,, ,Alli ! c„.. , ; ! ; I ! MAx t ,- ! I. c.0 c :ICC,HI j Q 1, S) r I 1, L5 W p I i 1 E l'i,Co 1,3 -irt I - ' * , . • : ; ' i , 111 , 1 i , ill , 11 : , iilii ii ‘ ! : i (1 ri )( i ii3 : i t,iti '- e 1 , i, (04 I,F. ! ----, = : , —re ; ; Ea 41 Ca! 1.S - 3 I i 1 i 1 1 1 1 i, 1 i i i i ! 1 1111 is Tfi,i aj ti L ±, zi sih c! t.\__, ; ' ! ! 1 ! i ; 1 i ! 1 1..j1.- ;47 ,a-orsti , tiiiiiillii I ! il , i ; i11111 ! ililliiilil i11 Ii : ! iiiii ! : /s'INA t( i t .i- t:r 2-t)t)1=4 II,Lly-Y3 4-* I.:* ICD5117SC74--1), I ' 1111 i 1 I 1 i I , I ! ; 1 , I I I I I I 1 1 I 1 I 1 I I 1 I I I ! 11 i I I , I ' I i I I I I 1 i . I , I I 1 ! I ' i , , , i , 11 1 , i ! , ■ I I i i ": 1 4 M f-i'rr-S €5' I Os') P 1 Pcx"'ic 1:)+1,- 4'')1 ,i.-1-, lilt I I 1 I ! I I - I i I I Ihi I I 1 I i I 11. 11 -1- i 1 C 1 LOA D kt C . I 1 1 1 M ■ ' III- IL : 1.111 11 - 1 I i ! 1 I 1 H 1 ,i ID I i\_2 I ..e' -■ , S.114 ,1_ I I 1 ; I i I i ili 11 1111 1 I I . I I 1 I i I 1 1 I I -1, i I I ; 1 , -; ---i- ,---1--- il . ; i I i I 1 1 I 1 I ! I 1 1 + --+- - f i ---1 -4.- ' 4.- i + II 1 : 11 , 11iiii ; 11 ; 111 : 1 ,-7- 1 L , ± 1 ; i ! T' 11, 1 -11Iiiii : , ; III l ' il , IIIIIIIIII, 1 _111 ;i111 : _ ...„._ , , ' , , , , ,- , , , i , ; „ ', , 11 ; ! ! III , ; : , 1 ! , ; IiII ! . . ---.--, , 1 ■ I , 1 , : , I I 1 1 ' ; 1 I I i I I 1 1 ""---' L 1 ; ! I 1 ; , , ■ i ! ■ ‘.,,,1 I ..,,_, : : , ____ ' „L.,.. __i_ I ' i ■ ' !i I I i 1 ; M i I : i ■ ■ : iii- : ; ! 1 1 1 I I ! t . , I , ! i . I I ; , , , , i I ; , .: I .-- . .- AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE q ~'°a, REV. JOB.NO.0747 SHEET is- OF 1I 11 it Ill 11 1 1 . _ 1-1 t ii" ec al.,").,� 1 ,20;,(° s 10 1111111M1111111=101111111 SIM Illra.. 0 II , iiiiiic 1 1 1 1 1 1 _ EININav 'b . ,,4, Nig L = •• Psf 1 IIIIIIIIIP c%3 - / �(� 10,2) :_7- . k/' f •auimrii�l ' liE 11111 Emimmorammmummumuni , • 1 1 iligninii, l 1 ,../i(_ ( ' E v ti I .1- LA) iO• S. 2 s ' , I l' EMI (A).- to IMMENESZEMMINIMII 1 1 1111111011 PI !0 .0 g 12-1 *° 2- 111111111111111 • � I I l MEM (1.(.11STRIMILISMINIIIMMIIIIII _ 1 v, lf � - 1.1+61 > .pbli dl` .. J i _ all 11111.111111 US E 1Z AMMER 1 ..._.--,...-..., si 1 'b .P 01)1)0(1- J . ON) I T W 1M S i` (J /., F 1 k- � �r 1 . 12.0 /V (4- ,04 - ` „ 1405 ) 1` .0 ( 1111111111111111111ENEMP ,,, NMI 1111 111111111111111111 V YY� W,..)P 4>' _c 14 k L,/ As�.0L13 I/J�47 MEM RJR._ _ 11111111111311.00 �. 11111111111 _ i) .-- ©C) E P• 1'3 : ,•1Q, = ,00/33 IRMO R ; j- 10° _ . ..319'aN r ,< .4q3 ©'k 1111 l 1 I,UE (ii Y3 F 4 Li C4) 144 H 1, Z" rr.,N �4 To( of SLAll, '2." "{O i A L SLAM • AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 I .E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. ' McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM By G.L.FIEDLER DATE a — 28 - c,e) REV. c)-111a.. PfNt JOB.NO.0747 SHEET RD OF j ! i S ��; C ; j _ i j- i I - -T i SECTION PROPERTIES__,___ ; i , !. i ! j S 1 -'{-1�-I�►Ia -�.�._�{ `cam � ; w 1 I 1 t I - i 1 — 1 { — — — -- r s ; I ( ! 1 ; ' I i I _ - - - -..,__--.' _ _ - ._--;-L}. - - f . TtP 456 -= - t _._.-. ___.._____ .,-_ �___ __---___.______a____'_.._.___m___._�._ ______ cy- F30T- 4 4569 1 i , ; I !cx (RIGHT) 1;.2 `.. 1 - I 1 i ! VI ! ! 1 - I — ;1 I ( j t ; ;I� .3/L7 I i- J — , - -- - - iSx I (TOP ! — 3.258 i I , — — I- - i i = _.Sy.___(_RI,G-'.-"-') ' "3 -- , i i — ! _ !_ 1 , `! - ' S LEFT = .3 4 1 i i 1 �ry 52 3 I t i i I ; I j i ,--_4 : ._ -_ _ ._ __ ! __ r-.x-!=--.3.-2- i..1__ __ _ __. ? _ _ - 1. 1 - f — ? i ; i i i i. j I ( i ; i I I Ni ASSUME i I t,+6 ' , I i , i 1 I r i 1 i Th j i d1i (tio _ .323 vF71f iS a 1 1 i 1 1 3"=. 1 i-01 i i 1 i k. _.. ,tj i I I { I t t i E s. ! 1 I{ ' s i --i i i : ! I t;)a_ I Ak =.1 ' 3:° (44'4)44 .1,..i ,3'3 1 , ,...,,. r_-L ii — ; I i i i i i ji j I + 3 'i: 1 f I 1 t 1 , : &__ _____, ! !•1: 'L'Zit -....fts.'. i i 1 t 1 ; � ~ ! (! }{! 1 I ! 1 i I 1 1 1 I 1 3 1 Ita f --4-_ { f f { I 7 j i I 1 { 1 i i i _.: ___i_. ___,- 1 i i l : ThrJj E t h: -_L I --1- 1 1 1, 1 ,1 1. i i j I il f I i ; I 1 i i i I i i I ; 1 i 1 j i I ! { AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 NE.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM By G.L.FIEDLER DATE 4 -2-8 - o REV. JOB.NO.0747 SHEET ‘1 OF _____ . . • . ; , , i ! ; , ,• , .! , ; : i , I i ; ■ , I ; ; ; , 7 9 .E----'•i'•-.p• , -15,- ---;,- ---i;,- - --'. -- . 1 1 ; I I, ! I ; . i • . , , 1 i i ■ i ' --- --", ----- j, i ,-- - - 1--'1 ! i , - I 1 i ■ 1--- , . ' I 1 1 1 1 Ins' A X 1 tA)i C),Tt ti4 i q-if-44 (60,J(.A. ILE,..i .t..i) W-4 k..)00fV____ Utvet.... , 1 ' ; _ .4 - - -f- ! - , ! , ! L_ H. ,p LA- I LI I,I. i.k)A LC A4_00i0TiO1 ; ; ; 1 , _,_ .....,. -... ; , 1 1 I _ ; — , 7 , -- , I - 5*/14,__G ..„...._ . ..._ 1- -- ' , , I _j+i - --LZ 4+4 .„L _ , : -- -1 ; ; L r.,-:: I......:-; .1441Q r-- T2 2.10--yri-Tr ! 1 ; 1 I ; i 1 ; , , ■ ; i ; ---; --;- ---- ! 4--- ! ;;;;-4 -----i; i ------ i , ! 1 1 i....,I ------, --, i ---i -4 - 1 I i i 1 I ---4- -- A 94) I -"9 _1 _,_ , I 1 ; . I ( Sl --- I ■ ■ . _., i ■ i I i I • i I I i I I I ■ , ! . :.-- .. -4 -4-- . , i 1. -7- . . ! 1 I ! . _._ . i I ..... i . -4! ---, ! 1' . 1 ! '',;1 1 1 1 1 ' ! 1 '1 1 1 1 1 1 1 ! i t ---------..;______1__-!-- , 1 _ i__(:. :__:„„). .p.f6 ,, i 1 , _;._ , .1 i ; --* H- ; .i, - V M. I I 1 i i ---...' 1 ■ lk.:7+ :.- - t 36,5)i:: 12 2.(c) 1 , , - 1' 1 , . , , , • . , 1 .....,,,.. .., -- : , 1 - -- 7 - ; ! 1 , 1 • 1 ; ; I 1 1 i . . --,-- i 4-8> , ! .4_. 4 i - -,; --1- ' 14 --7 . . i ; ! I 1 1 ! 1 ! ! i . ! I . ' 1 : ! 1 ' ! ! ! 1 . 1 1 1 1 1 . ______ ------ ! ! .1 -- i . !---7---- 1 I : --- 1) ; R)5ekirt2;f61,0 oce!.5 c4)//e c.c,,,; , , -4- ___4_. _ __ ", i- , ----7- I 1 ! ! I ! ! I ! . . ! ! 9, i I 1 I I I 4' .. '\ 1.. ' ■ H_ _•:„..__ , i . ? I ■ I! Q.. ____ -1-A6 33._ i I i : I , 1 i i : . • I 1 I - 1 ; 1 ■ 1 'i 1 ____,.. _ 11" - . . I ■ 1 ; L),S e; i 1 c io-7, ,,53 1 ; ; i i i i ; , i t i „ ---r—;1---------- -- ;. ----;t , ; , : i : f i I I - I — . 1 i 2)$P1 ; ' _,Li..2, , . 0 6',...,,,,_ P-71 1 ; 1 ; ; t ; 1 I . ; 1 . 4 1 ; ; ,-, - ; , ' : R,..,::::-.1; __-__1 ..___;,_( ) _j;,j51 47 ; __ , 01F' 2. , ; •-•: - , , ; 1 , ; ,,,,,!: ; ---- ! . • ----; ; I 1 -t• -1,-- -, —T-- I , •, ; sr\i' ),- i-C-7/0A , i i : ....,! 1 L.,),S E ,.' CLI 0 i l_l___A 1 i , 1 i 1 1 1 1 5-46; , . . _ ,, ..!.. i. 1 ! 1 1 i -i-- 1 i 1 : , ; 1 ---1, ----,-- . ; ....._..... ! ! 1 , 1 . 1 1 i 1 ! 1 1 1 ! -- -- ---t---1; - !, ...... ._:........ .. I ) i ■ I 1 I i I ...3 11 i 1.- --I , -1 -II I 1i- t -- - - - : , -ii 1 -- - ......,.I,I - _ , 1 1 1!1 • f 1 1 I i■,! i I , t' 1--- • -, -, ----; i- , i -1 1 --- ,,- , ""-, 7 , 't_._ 4 ! --1 -T- ---1 : 1 i ! ■ 1, 1 ; i , 1 i , 1 ' i 1 i , ; , 1 ; i i ; i , i ;, . 1 i 1 1 , 1 , , . AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. - ' McMINN'VILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 4- 2._t -o9 REV. JOB.NO.0747 SHEET 1 'E!). OF . I : , ‘-', I LAtjt)/4 at ! Plit Vi 2`.2,d; A k,1S) ;! kl),T 1 ZDJ . -,- , 1 , . , 7 . !,. ! , ; . • . ! 1 I ! ! ! 1 ! 1 I 1 i 1 I !, 1 -4-- ....- ! ; -.- !!---- ; - -- ' -14" , i -1 --; T , . 1 1 , . ; L ., . ---, I, 1 __,,... ,,,,,_ -. 1 , 41 ; 1 2,44, O.<le4; ! ! l'Aj :7■; 4,5 t( 6) . . ....„ _ ...4„0„ -i- . 7 , s . . 1 ; ; , '41111ParaMMUNIFILIP: ! 1 ! 1 ,_, : 12,,, -_-_, i , 0 6 (5)4- 2.Up j.,I .8s- , , ,,.... i , i _ ; . _ , ; ,.. ....;, .7 i i i i ----1 7 --7.-; ! 21- ' ' ---j ---' -at -I- I "T/04-, • 1 i 1 , I ...__1 , i, -: -I- . . T , , • 1 , 1 , , ,... ;• i , Lit,(02-1 ___. ----- 1 -,-T- r r ---, i 1 1 1, 1 41 I 1 i 4 1 1 1 i 1 ----1 . 2 1 I 1 1 1 1 1 1 i i .. ! ---.-44-4 -4 ! 1-'4,- ----I-....A • t ---, -i- i 1 1 1 1 1 l-A 4''t-t .3:-----+-11fle.4,1 ...:^!' 7; 1 2,,, i 7,1 1 i 1 , 1 i ____,, i _0! 1 I --j-fi - i I . , i , 1 , 1 'i i -7 , , ,,, 1 , „ , , , _ii ! , ,, , _...„,,,... +. ,..-4 --.! -- '!! ! 1 ------ - 1 1 ___.,_ , i 1 i 1 1 i 1 i 1 i ; , ; 1 1 . . . . ! -,. ? I , ---r- 1---- ' , 'I, , , I : , . ■ ! I ' 1 i i LA"jot ,,)c,,! M ic. 7._.:1_0 A (c1.,) , : i . I , ! !. .1. 77 7 7 -1 ! . _- ._ --, i I I . ! 1 1 I I ; I ! . , , - -, -7- I --, I I I 7171, ! I , I 1 : , i , ' 1 1 .....„...,._ , , .....,. .,....._ , : --4- I" 11 -- , ...--1, ! r--- 'l 1 ; , ft, I I i I ...._,- ' /0 ' i I ; ' i ...,_ ; ;_. ... -,--- - } ,---1 '''' ;' ■ 1 I ' F.- ' . ■ i , i i i 1 ■ H i i ' I,(,,,,b ; , , , , 1 : , , ; i : ,, { 1 I , i 1 i i ! ! hA _...., •r5 a.(.1p (i,c).7-i -1"-----1. %...4‹ i 1---- --,- ! ± 1 i ---; ----; i ' ---,,- ' i , ..,_ _.4. _....... ! , I 1 i I i 1 i 1 i i i : .4......_ ; ill 1 1 1 ! i sl...Ae, 64,4r.....Q.$ ...,...-----0:-H i FL 1 . ..., ----r--- ---11 : - --4-- - ---4- -- -1 1 I / f 1 1 ! 1 1 ! ! I 1 I 1 1 I 1 i 1 I t. .._ ----;,-----,----- i 1 I , / I 1 I 1 1 I 1 I ■ I , 1 ! I 1 ! I I I I i 1 I i ---1-- 4- ---1- -4- ; -4- ---; ---: -i-- --Li- --4 -4 ' ■ ---7- i 1 i I i i i I , I : ii 1 1 i i ! I 1 . i , I ii .4 --i ---:: --1 --4- ---t- t-- --, -.- 1 i 7 i , 1 , i I : i : 1 i i ! ; , I , . , . , AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McIVIINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE Li-- as -°B REV. JOB.NO.0747 SHEET \a) OF . . . . . , . . . . . , , . . .:. , ...._ .._ 7, -77 . - I ; E . ! ; 1 . , ; . 5T/4-,/JC., ta, ' ; ,psi I iq A (,rle" T ) . ; ! i 1 --,- I I , ! -1 -, 7---4 --±-, _ , . [ 14,ra i / ■ Vt. . ; • . --- --,- -I- •7- 7 I ST"'H- -1--/.. I i ; . ' I . , ; , ! --r - ..:_. .._ 7tc- , I . . f....„,_,_4 ..,,Iiii . i 1 ' . 82.3 il : '-- — i I . . 1 I , 1 . 6 , , i-- • -,- .i.......____,, , , 1 , i ! 1-7 I .., 1 ! ! ! !,... . ! I , , ; . .....: ,_..., ._...., __.,.... i , ±- t ; ; ; ; , . T Tr 7 7:: ----, I, - - 1 , ---' I I 1 - i { _ ._. 7 I 1 - • 1 . 1 I 1 1 i , _4_. ,- __., ,... , 4 I i ! I I ; 1 4— 1 ; --r- , . i i 1 , , --7- 1 1 i I , , 1 1 i OS"E, 416 )5,1; , , , , , , , , ;- ---- 4-- -+ L.. —..,....4- ;— , , , --i— :f -----4 : ----- i ---H- i i i i I i i i t i 1 i ! I ■ . : ----E----', ; ,--- : ±.. i i -4 f , ......, , ; -i-- -7- ---7 . -" I ; I , A it..1.,,t; 1 ; 1 ! , I 1 ; ! 1)115A- , ; I-ZIG:, , ! I i , ! I , , , ! ; fYI -- ; -..-7--- -9-J-4-- 4 ; ; _ _ i. _____,.. . 1 I. . , . ; . . ; ! 1 1 i . 1 i ; 1 1 ; ■_ 4-- .: -----i- ' -- - 4,-- ; -4; f ''.-...- '', ' i I I ! ?= sLiu,4- 1.`kt,1 1 ,_-_- ,7,i ! 1 ; , , .....,_ ‘.,,.. '--- . ----4,- -, -,--- -- ; . 7---- -i, , 7- . 1 ; ; • : I . ; 1 _; ; ___:(1 '; 5 01 11- 1 , , , .r. I ■ i ----.- + ....., ........,... 4' ' ----- ! -1 TTH: : -I- —4- —.— ----t- ----7 . ! ■ I I ,...SLL= r di , , .-- ! , -- -... + , - ,---- --,-- ---- --,.----7 ; , _ I , 1 ' T , , i so-,,, , , , , i , 1 ____,, , , , ____,, _±,6 _LI-IS____g_x..4,46_4,, ' , , , , 1 1,, , 1 i ' --, -,-- : - ....., , -7— ! I -4----, 1 1 ! ; ', ; , 1 1 , ! , ! ! ! . 1 i , , , t --- ! ,. . ,-- , i . , i i . . . ---- , i ! i ' -- .1, ' 1 : 171 1— 111 -+ -4 i 14., lio,i1 i ,'• -7, ii i , ! ! i .1 1 1 ; t -- ---, ---; 7 --, ----. --4 i , 1 ; i ! • , ■ -_____,. 1 , t t 1 t i 1 i ! ...„...1 _.1.0.... i .....„ „ ....!..... ___ : _i... t , .....„. 1 , . 1. ! 1 1 I ; ; I I I I I ; , 1 ; ; __•.. 4 --;4-- : ;4; 4 1 4__ _____,.... ..,.... ........,_ I i I 1 1 1 , . I 1 1 ! I , 1 1 , I ! i ! ! ! , 1 . ; . . -: ; :• . ! 1 I I 1 4 I I 1 ..I 4 ; 1 7 --,- 4 ; i i ••I -' ,. 41' " ;, . .4. I ' ; 1 I 1 ■ ! ! ; ! I i I i I i I i 1 ; I , 1 1 ! i 1 I ; I .0.-- r°- e•-• AMERICAN METAL WORKS,INC. CLIENT CONGREGATION NEVEH SHALOM 1410 N.E.ALPHA DRIVE PROJECT CHAPEL AND ADMIN BLDG ADDITION McMINNVILLE,OREGON 97128 BY G.FIEDLER DATE 4- 2. - 0'6 REV. STEEL STAIRS JOB.NO. 0749 SHEET 2.0 OF E ST2∎r) ..- IA V' 2 25 ; (6 ,) 1 T ! � �±, ; I ' ct i 1 =Ili r°1 u3 , 1 -i 1 s 4 i ..are + ! ; ____,7_, tip; I f t i I 1 1 i i I 1 I 1 r, {I,.$4".'E i _ i a ' ` ±AC . 1 _ _IA ; 4 _!!__ , 113,( ; �,.�..- __— i } I i f ; I s : 1 0.»i 5 e Ic i z, )?2-sari — i— 1 j , 1 I 1 1 f'or`t ( ODITI0C413L-1Of0 ' se q. ! 15 _ - ' T I i ■ I I _..,,S ' if 1 i 1 • 1 i 1 i 1 i -04 6 r------"A"-(4,(.1 I i - L ....! _ , _ 1 ' i i f i " i j i " ` 1 t i ; l i i 1• 1 1► _! �I . 1Zi � i j j I ? t i t , i 605'T , ' i • l - _ 4 P ' . a 1 1 1 I R. 34 7 (0/i! ".. 1 ;5! i, , , , . : i , , _i __-,_ ____, i `e(.� • jT 1 1 —_ — ! — 4 C lion ' , I i 1 1 r � i i _ , 1 i 1 r i i t t { ` 1 �,, YV i r'J E I e 1 I i i hil i r . , . . AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. ' McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 4- ZB - 0 6 REV. JOB.NO.0747 SHEET a t OF 1 : r . ; • , ; ' 1 ' 1 , ; . • ■ ; ; . 1 ; i . . . ; ---- ; ; in Aii KI et-TTizy! S7 Al tz. I PAt.,1 : 5N-1-E...),... ' i -', ----1 7 ! ! 1 !1 ! P2..-e-e24-11€6 or 1,2_ ,e,.. ()(11,‘„ se,:e sp-r ,(6 . , , i , , , --= -,,.- --i, - ki-, -,- I ! 1 I , . ! =„„ ..I i 2.8,: tli, . ! , ( ; (03),_ .=%! 9 3 ; t'-i/ ' 'i*----;e41 -.. (4v-e,,,r4.0.4. ; 1 , 1 t -I-- --4 , 4_ , _ ___,T ._;., ; __;„ , , ; , , ! , . , ; ; , , , ; , , , .., , 1.. .,. ;,._ 11- ;, _atirl -j_4,, -,;-\ , ; ; ° °.),)'; 1- 4 T I ! ! 0 EL .! riA -:;.--: . , ; 0 Li di rz) - 1 _ 1 .,.... 4 ! I --r, .......!.......... ', .„,..! -! T ! Li -- - 1. - - -0 I _I._ I ! I _____I --. I . . 1 ; , I , . I ; , I 1 1 , ..--- -,- --1.- r_ , ' 1 i i 1 ■ I ! -4 ill = .9'3 1 _ , ! '-:-....' . 3.42' , 1,.....1_,..., . :i_, : , , : 7; 101' -1-1-'1 _ ' i e.n,-"'L. 1 i _._ ...„-4 _-___i ___, i I 1-'1 '5 2';s 8-i ---': ! i : . : 1 , — . ! : : : : • ....____.4! . i — !J J; 4! —1r i I I --; —'--J 1 j I J i 1 I . ; 4------ --I j I j I L 1 i 1 . I I . % I i -,1" S T 0,4 3a r.-L. I MO( '2.7-4 Cli. ! (5 1:47 1: )L. , : 1 : :____ , H, , --i-- ! 7 i ! ! 1 ! 1 i ! (...0!_st! . . ' i ■ 1 1 1 i 1 1 7.4 — ,... —::— — —7 -7 I ■ LAD ; 0 1 : '""! I i 0 1 4 L ; : . i _ . . , . — __,_ i i ! i i ■ . 4 :! . ..._..,.. +I 1 I .1! i P . ,p .-,,1 r a -., 4 ,L4 ii3 0 L,)I,._._-r■i;.,_r, _.4 M'% .;,;i . 6' L ! — _ ) - '----,,i 1 .4, ! i , I ■ 1 ; i I ,• ! I 1 , : ; 1 i ■ i 1 1 , . ; I ■ i 1 ! i i i i '-',•' -:- 7 --, -1— ' .. 1 f --- ---° ! . . ! - -..... -----; --, -- -. 1- , -- --_, i 1 i 1 ,' ti---Y7S 1 ; i 1 1 ! ; ! , ----,- --!---- - -- --, ---r- i ---; --i- - , 1 I ( Ak -- - 1-1- I( I- I ...4 i 1 1 "L (.,54) . :' 1 : : i_z,.‘:.L,4 ) I ._.. i- - ;;;;;;, ' : I , i t i , - i I I 1 ; 1 1 1 ; I ; ■ i i : ; --, - - I I IC 1 2.w '2,0 1 1, ort; SL-teis0c, NOI't 6P,14 1 , i . ; i I ; ; 1 1 1 , i I ; ----r --t- 1 i , ! ---, --' J , 1 I i ■ i —1 i i 1 i ■ i 1 i AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. MCMINNVILLE,OREGON 97128 . STAIR AND RAILING SYSTEM By G.L.FIEDLER DATE B REV. 4 - 2-8, - '1) JOB.NO.0747 SHEET • .Z_OF . . . . . , . . . . , . . . . , ! , i ; i ■ : . , . . i . ...L._ ......;.. . ,. , -,_ -„-• -..,- i ... , .. ( i ! . ,._... . : -it) ALL,,,.); t..),Pect._ ,i' Lic..,J,rt- hr) PIT Pa,o. ee;TLLI, :s siii -rig - --4- , 41 i 1 1 ' 1 . ■ ; : I-- -- - 4 4- --, ;'; -'!!-- I -3- 1-- • „ , - • --,,,- — --I- - , , - I ! ,—. --,-- , , . - , 1 \ : i .................................-............ ._ i ; : ! [ i . . ! 71- -,1-17 1 -::-- - 4.- -- .. : --I ; ; I 1 I ; I i i ; 1 1 I ! I i I ; --- . - :-------f-- - I --r!, , , 7 :;17 ala ta 1711'- ; ; 1 ,, 4 i 1 lizbAcil 12—) . 4.....):_sj , . , i . , . . . . , ..._. :..". , jz 2.3 _... ! , ! 6 1 ; ii o.kr00 B ; i . , I , , 4__ T . 1 i , i . i t i ! 1 , .., .___________ ___„ _i___. 1 : / , 1 1 i 1 , i 1 1 ; i 1 ; __.__ - ,,... -- I ; 1 i 6,,,...,,, 1 ,-- --- -r- ,- 7 7 1 , 1 , , ,• ; i . , , _e:., _i> _L______US_ __,.... ,.. ___ _..._ ________________-._ , --- -- ;..._.........4........„,_,,,,„.....---..;....... ..3---7- I ; ! liA.E.,-.LAZ) !' FL,AN)caE 70 Wrikg_ .L ___-. — .-„ i ; ! -- ---r- -;"- - '' 1 . i , ■ i 4 1 \i I 1.1 2, -,,-- -------- -,--- -...............A_I, ---I i , --, — , ..„.. ...._.: ,.., I I , L 14-r I i i o7 1 1 1 - _;......, ..,.. ..,..., -= :-- 7 I I - ! . ! ; ! . . I I I; ■ I 1 . -c" /*4 1 i 1. I i 1 .. ., ...;i ....., ____, -7 i I . _____ _---. 1 , t I t i I . ! , , i I I . i i I -;-- - --- ; i i • I ; -- I I 1 i .........,; r -1- ---.,-...--- ■ I i i 1 i ( 1 1 ! * - ----± ' . ___ _, __ .. _ __ -____, __,... ,__ r- ; ■ -; ---i --t----- ■ i i. i 1 r I 1 ■ 1 ■ i I 1 ! i I I i i . . , i 1 ! ...7:,_ ....„,_ ,.._ i_ ---1-- -1-- --I--- ----1-- -I --,- , ; . ....- i . I I i , I I I , I , i i , ' ; ; • ;. .....4 . , - --- -- -4--- -.- ---, i ! i I ! i 1 I . , I ■ . . 1 i I I , 1 • . - .„1,I I„ .1 --- 1-4- i •-,, , 1- 1 I - - - t I ! i I I 1 ■ ! 1 1 I ! ■ --" !1-` -t- --1! -r- -Iv! 1-: ! I I i i I I I I : . ...--- ...--- . . AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE LI.- 'LE) -oS REV. _iI',•__ ..:i'i. 1-,-,i r,;I:.._ .--1 i L_ 1i' .-- JO B.N1 o.0,747 i f I 1 1 i 1 SHEET _.4;2 3I,I I OF - - - - _ i 1; I ■ I I I I 1 I I : --ii rt/H\-. 67-11,C.-5 Ecla- ciu-r1 cl l'2..i .i._ , , i --i - i . ; I i 1 I ; , i , 1 , , . , , , 1 --- ......4, . -, .f. I i i 1 .-'11Y- .7 '-------T TTT 1 i , 1 ! I i 1- ,- ; ■ t , , , : --t-- 't -1-------:, ' ! 1 i I I I I I i I : ; ; 1 ' !, i - : _.J. -, ' ....,_ i 1 i i 1 ?b %x 3 . 1 . SECTION- PROPERTIES' 1 i i , , .-. — . - - - r , t , _ , , tuNiTs ,-, INchlEsi , , , -',. 1 :INUMMENIE J-- ' -4 -i--- -,, i ; : I --i ! ■ I AREA =1 4.60 1 i6 1 . 1 . . , 1........ ; i --- -.. , . , , , . i , , ; 'i cy (TOP) --.. 4 2304 . ! 1 , 1 . 1 . i ; , . 1 . , . 1 , ....._ . ._..„ ..,_ --i, .. 4-- 4- -4, — - --; --t 1----ra-1, I I i 3 I , I ■ i , I i --- -- --I-- , --;- -4-- -; -i- --i" -. -C --.(RIGHT-)-J. _1669 ii ! i ck (LEFT) ;-= .8331 i ...... ' . ,_..........._____x .,, 1 . : ---i-- , r- IX --=t-45.1038 ■ , ! 11 ! , , , , i ly .._--. _3,559 __ ., 1 _4_,. .___.. - .d. ... ! 7—I------ _ -.-- -- i ■ ■ 1 !, 1 ; , .......i.... ....._ ______ ' ..- ,-- -1 Sk (FOP) --=.- 11,0.6618 ---' 1 1 9651 , 1 , , 1 : Sk 030T) ='-',--' 1 il. i . , , 4. -4 i I ii -----:+' , , , _, s_ ...,) , 16-42 ! . • i , . ..... .......„. ;--- i ____ .......„ SY (LEFT) :-,--. 4_272.3! i , ._... 1 . 1 1,1(...,...,..i, C.,t 2- I 1 i i --:, 8'795 ry . i 1 I , . , I . . — I : : ---1,..W".77) 1 , i , . 1 , , 1 1 , i i , _, . _ _ .......,_ ,......._ ___ . ---- -1 ..__. -,-- , , 1 --t . , 1 r ' ! i ____ .1_ i -1. ,-, ! i, - . , , i 1 1 i -- -, -,--- —. 1, , f , ■ i t , y=.......4i!._*0 j:._ — _-- 1— t 1 i — i i i i i i i I ! i 1 —....._...1.____ _ __4___ --— ---, —1 ; - i ■ R 1 4 .. i I I I + i i I 1 ! 1 I ; i 1 ! I 1 I i , ! ! 1 1 I I I 1 1 I i i • : i . i 1 ) . 1 i ) 1 -± ------.,I r — 7— -- ■ { i ! ; t 4 1 1 i i , i I i i 1 i ! ; 1 i i , I I I f I i ■ ! i I . , I ! , i i 1 I , ii I 4 1 i 1 . . ! i --",-- 7 i• . ! i i I I i i --i---; ----1- t i . . ! I ■ I 1 I ; 1 I t___ - ": -T -1-----, ■ i I 1 it 1 1 I ■ i 1 i ! , -1.- ----r T-. ,-, --, i -'r• - I I i i I , ! i } i 1 1 1 i 1 I 1 i 1 I i , 1 1 , . I I-• :L.,. ! I T i I ; I i — jr ---f- -4- --; .- .L. I____L... -t---- I I i i i 1 ■ ! , i i I ; i ; 1 1 ■ i 1 ! i e.--- ..-- AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 1+- 2-t„„) — °B REV. JOB.NO.0747 SHEET 2-4 OF . , 1 ; 1 1 1 I.— ...., , ''t l'' •1 , . —.I ■ I —1 1 —7 —1 --I-- 1 i T. - ; I ■ i 1 i i i 1 'r,.... , , , , 1 . ; t i ---4- .---7 —",' —;--- --1— — 1 1 1 1 • : 1 1 1 1 i ■ I 1 ! i 1 , 1 i i , i 1 --I --r-- 7- t --, t . ! ; ! ; 1 ! 1 ! ! + I 4 ; . .4 : I , t , , ; ; , , , , , , _ , _..., , _ , 4 4 J . ___4. 4 7 i 1 1 ; ; 1 , i 1 1 i ' ' rp_—_ LA p..)o i rJ ICI,AA, it..E.AcTi 0,4' S HT Ziz. :-. -- : , -, .... , ....._+:.- ... .. , ; 1 1 1 1 , , ! , 1 , . i -1... ST(4.1 ioc,...t,..,a. ! arzki e t tc) ,S 147 Z !1T T sss, —; ; I— ! 1 ---1 --"T i 1 i ! : il 4 Stri-h4 Girr,,k,i 1.-ra tatTe 1.).r4_ S filT 12-C)i i . . , 1 1 [ , -I- - ,- r ' r - , I ; 1 i . i 1 ! 1 1 1, . ., i 1 1 1 i ; , ... _ . , , , , 1 , _.,.' _ .. i I....„■ --- , „ ; rip ----: , I I i 1 -,1- -.. , I.'3 ±i 2, -4,--i 2_ 9 2' — .1 -- (..,'...-.)2- i I , . 1 , , 1 : ._- __,_ , - _,. ,... __..4 _.4, . , ..... I ; I . i I — ! ! -- -7.— :::•• 7 --,"--- , --,— ---4- --"--- ----i--- 1 t----i, , 1 ! 1 1 1 1 1 i '1 ; i ! 1-k$5,i 4*4 ..ik' ..."' , , . , , ! I i 1 - - ____ i 7 4._ ..44_ _I : , . ; -1- ; —;-- i i ! t I ; , 1 1 i ---.--- —±--- ; -i-- ■ I I ry. , , i r rf-csr,* -Ttit)c 14.Li 1,- ::: i 2(2)A:ci- 1 ., , 1 ; , , I i , , ; I I ; : (2 1 1 la ■ ...._e !. : ■ . , - 7 7 I — ---- --+- --,‘ i 1 ____,, , . . ....L..._,...J - ! : R' I ,, j,--4C2—c--'— i.-- •, 1 _ L : , -- ■ I 1 i , . , ! 1 ; i , , i ,--- --i" ' --„'— ...„„ ---,-- .•:, i , i i i i 1 i 1 1 i 1 i 1 I I , 1 ! -- — 1 ---1 -1 -- —1 — ; . 1 ! ! s , , , ; I --- --- .i,, _......_ ...1 7 .......—___t_ , _.1.___ 1 i i i !ii I i 1 ; I 1 ■ 1 i I . . 1 . . I I I + f I f I I i 1 f I I I I 1 1 I i I f ! , ■ i I i I I f I — I f / i I i i , ! , ■ , i , i , i I i i I 1 , i 1 1 1 1 1 1 1 1 i I ; i 1 ...,.,_ ..._ 1 ; . 1 I 1 1 1 1 1 I i ; ; 1 ■ 1 1 1 i 1 1 ■ , 1 i t I I ; I ! , 1 1 I ■ i i i , , T 1 ; ■ 1 i 1 , I 1 , 1 1 , ,--- --, -, , 1 4., ...-4 .._, —,-; i -1 ; ! 1 I I 1 1 1 . 1 : 1 1 ...--- .--- AMERICAN METAL WORKS, INC. CLIENT Si GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 14-ZB 0 REV. JOB.No.0747 SHEET 25 OF H (L 1 I I 111 IISIUII e Is-14_11(1p. I lommumumminummmummarimi ". Li 2 111111111111 111 I° lir 2, 2 ) 10 z /52JQ 5 2 6 11111111111111111/ENLIANIMM 7.6 111111111111111111111111111111111111111111111111111 1111111111111111111111 11111111 * 714 4 61 33 111111111111111 1111110.11111111111111111111111111•111111111 . 111111111111111111111111111111111111 v 2 - ç 13 14'4 41r2,1P I Si .144(1.. ye-tri 2t_C).5 es - 2 I Ji OLL. -A JAB 111111111111111110111111111111111111111MIN Imml..116.1111111 2 34 A SEEN1111111 111111111111111111111111111111111111111111111111110WWIEMOIR MEM L-Kic,011122111211111111111111111111111111111111111111111111111111111111111111111 11111111111111111111.11111111MICIONI 11111111111111111 111111111111111111111111111.111111111111iMPAREINIIIIIII 11111111111111111111111116/11/121111/111111111111E. ..101111M1111 sommimommorimintaniminnerimmis Immomminammusimarmarmassaimm munnuminomonmais mum NINEN I I 1111111111 I 1 AMERICAN METAL WORKS, INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE L4 ` 2 r D 8 REV. JOB.NO.0,747 SHEET t( OF I ' i 04 � ; , . C ? s e - -- ' , kS — i n I _ ._ _ 'i A 1 SC (00 - b 4I/06 0 Cab :STU C1"0 :L. i .r ,,.' ,----- ---114o.',A4E-4,....ti---C.--14.PA-c-rcl‘'• --/-"---,-c-7-H-7-0--vit---S --1M 4 ; _... _ ; ; ; ; : r- : ffii 1 i i , c i i i 1 ii O I 1 _.-.�--- I ---, � � - -� - _ ' .- -� , . . I f ------ Li- r 1- I 1�� 1 f T 4-_ ; i ■ ■ I i 1 -4■ AA-� } �?L ` I �- i TTY L !_Er i_ . ^tea!I J- ��- - i _.iS J�YC 1 �.� p }J `Cc 1 -,_._ �; I ; 1 ; 1 M ._,:i (1,...) i-,''IDL) Li'78-1 1 ; f i I i i i i ;_ _- — ; -- _ ! - 1 1 - ! ! 1 T1—r- --— ' ' ! , ' I JI I i j ! ' ' ! i - - } -4.1.4.17' ; �,p,y`t.—i r,� i 1 !____ —.__; —; 1 i otz O94 P -r 12Z L� ! i i i t. 1 i 1` i Pi- i.s 1f/4L.-) ! } i ( ! 1 i ! t ( 1 , f j i ( 3 i I i ! V�1'f 1 1 1 1 i i i I } 1 i i 1 : 7A3J-1-4-7b-C-). i 7847 J_-.._-.Y.N-.-i_--__' 1_..._._ 1 .._ _- „f__- ,} I ilvi_. ,Il I. 1. 1 1 ,' ! i ! -----1— ;- -1-----L1 -4'r-r-OF ( PI---v)(0/: --4,A:2:,s-w- ... a� • ii 4 i. m -i i 1 ; i i I - 1 , i i . I j , f 1 ! t i 1 ; :■I , i • AMERICAN METAL WORKS,INC. CUENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. NIcNIINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE 4- 2-6 t- ob REV. JOB.NO.0747 SHEET 2:7 OF . 1 ■ i . 1. . . , . ! i , ,• i 1 , ' , 1 ____,. : -,, . I , , I , : ■ , . ; , , I -k- VbC)... c),4 ,--r• Obtj Ot, tl-164.1 s 1 : i x ; , .... __:„__ ___ ! I 1 11,\/1 -1;7: tila424 2.;0 l .t. -Lcjk-b -1 --j-- - -2- -- i 1 , — ■ I i ! 0D li 1 , i , - i,fAC.37 4- i I ' 1--T-- I' ._, ! 1 1 1 i i ' i 1 ! 1 • . : 1 ;_ _IL, , , _i , . .-i ____;... ___i 1,- i GI ' ,- T- -, ''-'-' 17 - ; 1 -----':: --; .11-; 1 ; , i : r -; 1 I !I tif6.i I i 1111 I I 1 i,t)1 -`:-. CO -I- cAr ' 1 ! , , : 1 i 1 , „ , 1 , , , . _, _ - ; :;-: -i , ---; ! i I ; I it'k ; , ,, !..- --;,:- :1,- - - - -- --;,- - vsi " Tr-4.-cii...4 t1t; -;:t t -T-t a , , -- -- i ! , 1 1 t.....) I I I ; I -.74''-' 1 ! +-1- i 4 i + i I i — - --- i + I ---; , ■ i ' ------ • --7 I _____,1 ,! . __, i*57 I I ! , I ; I VI U i )...) , : , , I J, I I' i , -7, -.. .....!•-. ..--• --t- ! -4-. i 7 -t. 1 ■ 1 I 1 ■ i ' i i I 1 , 1 I 1 -,- .,4' ,..--__.-2,—'ik.it...A.)4-.)1 floe:A.R..; 04 E Lt.) s11...k-s5 : , ___1__ ,J, — 1 -1 ! i i —I i i i i I , I I I i i I ".4 '!qes-b It_l_;_tx_ss 1 11MS if4C aej1tS FA(-Toil-- ! i i 1 1 , I L i 1 , 1 1 i i -,,- f , 1 1 1 ,_7,_ i_ , H 1 ; I 1 I : I i i I ! i .-----1-----+----1----4 7 : , ,_,... , f ---, : i : I 1 I i i ; , i' 1 1 1 1 -4,- ---i- -1 --i- --t-- : --i- -,- , ----,- . i ..,.! I I i 1 i i i i IYIi0M .A.IT C4.41)1A t-ITil o gpi.o io 0 DAIL i i i ..i. , i 1 , _ . 7-- -- - - --- --j-• -1- , 1 i i i 7 i tA 1 i L,4. t,,,,' i , ! c,,...,- ...,.... .4„,.. 4.1, _./tiA, ! ' ! --L -,-. ---.1 , :,.rt... ; 1 ,a i; , 1 AISR- F ti—1 i , , , , , , , 1 i : ; 44 -.4 .... —4.- I-. ; 1 —I -----1 1 ; ---- 1 1.4 1-1Er2-6 ' 1.-RJ 1 477 ! , i . . , -, , I , . i 1 , ...,. ',--!-- ., ,-- - -1- 7; -r. -i- -1' ; --1- -1 --:;.- t Imi -1,- ; -1--- --1 ..., , T , , ;;- ---1-; ; ; 1 I i I , ; 1 ! ! ; ' ' ! M6 r-1 Fi 1 1 : : 1 i i 1 ' ; 111 1 H: .1 •-,, ;--;' , ' 1 : , 1 1 ; I I I !1 -+d i 1 . i I.. 1 1 -1- 1, 1 1 , r i 8 "1 , ,,,- -4,-- ._,,.._ .,._. ___., i---- _ , ----7 1 , I . —1' ; i I 1 1 1 1 1 1 I 1 1 1 I . 1 I 1 1 I 1 1 1 I 1 ; t 1 t 1 C Q1 1 ' 1 ;.' D ' LG 61 i° '; A I 1-_,./k0-0101 N 0 I LLET 54,rviz I.F.471Atiol0 ---, i, I e— , , , ; I 1 1 1 ; ; AS 1 °15 T 1 COO A)G c.-T.i 1 01\1 1 ; ■ ; 1 i; i I 1 ; -- I ----- Is- i I I I I i"..) , . ', -----,„ ■ 1,1 /,= .. .ixP,t-v-Et i'LEa_c-1 1 1'1 , , , , ._„_..,_ ....._____. , . i -, 7 -7 -1 -7---1 7- I I 1 I 1 I 1 ; ; Ai: !!\/ _;(4-4-1 2A i L. 91:9 1 I 1 1 1 1 1 -4--— —,-; 1 ' ; -7--i -777- i I ...,* "--I- - - ; i f 1 1 ii i I I I I ! 1 I I 1 I 1 ! I I I I I 1 ' 'I : 1 ' I i I 1 1 I I I I 1 I I I I li !I I I '1,' I I I I 1 I i 1 1 I 1 I I 1 ; I 1 I I I • . { ■ I I i , I 1 ..---- .---- „,---- .. .. AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McNIINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE (4- 2-!! - °8 REV. • , : . , JOB.NO.0747 SHEET 2,.8 OF . 1 , . ; • • . : • DESIGN OF TUBULAR HANDRAIL AND!POSTS' • , I REP,: ALLOWABLE STRESS DESIGN (ASD) !AISC 360-65 . . . : . ----- 7 - -- ri 4 --;--9' REGON$TRUC-TURALSPEcIAL-ry conEloo7 ii3C 2000 , - -' ! 1 1 ! , , I ! 50 lb/ft, UNIFORM LOAD ION tOP RAIL(20 IP/ft for Group F occpan0y) ; _ , _1,, 1 4200 lb,-1-CONCENTRA i k.01.0AD ON-TOP RAIL 1 I --i- _ i 1 1 11.33 INCRE&SEINALLI.OWABLE__STRESS4- --, --4,- 4 - 4.--- ; ; 1 ! . --r -7- -',.---1 ---PIPEASTM1A53 Gri B ' 7 ' , . 1 -- 35 ksi ; 1 ; -;- ----- - -1-- I -I- 4-' i , ; I ; ; I ! _ _ _vvaii Thk: __Eit,ft-ib 1 Pipe , -,--1—Oft---4 -7: --,- ' , ,, . 1 11.315 10.133 1 433 ' 1 STD' , , - , ! 10 1 : ' , . ". : ,_i___ _j__ ; ,-- ; 4-- ; ---7 ' 1.315 0 1 ! .179 ' 541 X I , , • , 1 S 7 ----4-1660 1;-- ;0.440- 4,- 753 —1-114--$Tlat ',- ---t2 I 1.660 1 10.191 ; 963 1-1/4 XS 9 I ; i , - , , , 1 900 1 10.145 1 ; 1040 1-1/2 STD1 ; 1 1 • ; ; I ; 4 1.960 1 40.260-1 --h-1349 1-z-trn(S ;; 1p i ....„,_ , , --- I , 1 i ! . , 1 7 I I i TUBE-ASTM A5b0 Gr. B 1 , . I ; _ - - - - - --- --- .1 -F • 1 42 ksi, 1 ; ; ; 1 1 ! I I i I I O.D i valtThd a i. lb Tube 1 Ot',t , i 1 —I-SOO i&1O9 ; ; -589 --- ;:1,12 a. ; -14 : --,-; -7-11 I I I .1.500 ;,1 ;0.125 1 661 1 1/8 1 12 , 1 . .....,___ ; ___ 1.560 10.218 1 11008 ; 1 7/32 1 7 1 , ; i , 1 ; i ; ; , , 1 , - 11:500 --'0,-25-Cl 4- 4---14-0a---4- 1 4/4--: ; -t 7_,, -7-: 7t '-'. ' t -*----- i --- 1 1 I I 1.500 1 10.281 ; , 1185 1 ; 9/32 1 5 1 I , , _ ;___,, __.,.___ 7 , _,_ _________ ; --4---- 1.500 i 10.315 1 i 1312 1 1 3/8 4 1 k---4 1:50 0--F-4,0:500---i; - 11i 510i - 11 1 3'r--:,— ,, ..! 1 1 .i__ I I _ I I _I,_ _I___ I, L _i. -- -I-• --- 1 1 1 7 _J_ " , , i rn ,.....-----1-- ! -----1--- --I- I e-Sparrwft1,11)-ratkets at ends only t ; ;11 ; 1 ; , ; 1 I ; 1' t, 1 , : . , I i_pa(L_LRaitsphn,lt_ _Mit•Jb 1 ReactiOnrib____i__ ; I 1-1----71 ; ....__, , ; ; 1 ; - , Point; 1 5.67 1 300 1 I 211 1 i 1 _ ___! lr -----1,---,+— linifomi1 -i-5-N t 217 : ! 10 ; , r i-, • I_ _i,, i , 1 Two or more continUous spans 1 i , , _ , Load !Rail span, ft M ft-lb 1 Reaction, lb 44_ _4_ — i ;;;--PO•int+--43.8$--i-- 460 ' 21-9: , 7- -----1 I I I I i i ! 1 i 1 linifOmi; 13.83 ; ; 99, i 25 ; , : ; ,,._.._ ; ; _--------;- 4 ,I 1, -1 4 -1- I 1 I I i : i i , 1 ---L-eatilia:---,Post--ticjt.,-ft, --Mit-ilb--; -;----1 e.„; ---76;;----:its- I----- I 1239 1 ; 3 ; 1718 1 1 , 0.5 ... (:(51- -1C); 110 ST1 t'7, V 1 > 7118 ; .11 1 ; __,_ -- --- T- --° ----' --- I ! 1 1 1 i 1 1 I i 1 i I , i I . -t• -T- ,---- ; , 1 . 1 : 1 i , • I 1 I i 1 i I ! ; , i I i , • AMERICAN METAL WORKS,INC. CLIENT SI GRACE, LLC 1410 N.E.ALPHA DRIVE PROJECT DARTMOUTH SQUARE OFFICE BLDG. McMINNVILLE,OREGON 97128 STAIR AND RAILING SYSTEM BY G.L.FIEDLER DATE q-- 2- - o'3 REV. JOB.NO.0747 SHEET 7--k OF ELDED POST CONNECTION , , . ! i . . . , : , , , i . „ , . i . , . , . , . , . t i 1 66 in., POST OUTSIDEDIA. ___ __ ._,L... - ,-____ t -- 718 ft-lb BASE MOMENT ,, 1 ; i 1 , 1 f ' 1 239 lb13ASE-SHEAR- -;-; i : ; - -- - 1 I : _ , :-.; -:;:- , '4410 i ; ,....._ ,.. _....., ;____ . : i _I, __:,_ _LI 4_ _• _.41 J USE I ; 3/16;finet weld all around ; 1 1 1 ; . 8 j ■ ,I ' j ! I , i' _,,, : I; i t i ■ ! I . ; ;I ! i . I , ■ , ■ . I .4.. --t 1 ,., '1 i I -- - -- - -- , 1 t ' 4 _ - 1 - __I ___ 1 , I; , , 1 I , 1 ! ! j $, t I 1 a 1 414 ' 1! ---;-, -- -- 1 -,- --' 1 - -,-- I , pr ! . , . i 1 I i 1 i 1 1 1 ■ ; i; 1 I 1 ' , 1 I ' ; ' -4. -1---- ...,.- 4- .--;-- - 4--- ---i- --L-- -4- ......,.._ , — _..,.._... , --!! - --;- - 1 1 ! j 1 I i I, ' I 1 1 i I 1 1 1 j il , 1 1 1 , 1' - , _,... ...., . ____,,-, ,, , -7 , ---,---,-- ; -,- -,-, -4.-- -, i i 1 ! , I i I I i I 1 1 i ' 1 1 1 I , ; 1 . I' I J j I , I I 1 1 j _444 1 __,,,!- i 1 ; 44--r , . ; ; --,-- , -- ,- 1 I I i i I 1 J : . , 1 i 1 1 1 ' ' ,___ ""-'• --4- -,,,; _ --,-..— , 1 . i 1 ; _ ___.... ...... 1 1 , ..., , ! ---t — -4- , -4- ----4-- L ---------- --- -- 4 ; -- ------ : i 1 1 ! 1 t ! 1 1 1 , . I ' ; I I 1 I ; I I ! i I i ; 1_... ; , 1 I t . I t f j , -- - _.....7 f 1 . -,-; 4.- - , -, ' '4 ,-- ! j , , J , 1 i j . ! j 1 1 ___4..______!___ jr ___, --- . ---,,-- 1. j 1 1 1 t ; , ; J --7!— _ , t j --,------+ I -"-. I 1 1 i , i ! i i I i I I : , 1 '-'. - -. ■ ; , t f i 1 I ■ ' 1. 1 i i I -----I . r i I % I ' I ! 1 i 1 I 1 1 ! 1 1 1 ' i ' '---- H 1-7 7 1I. ' 7 I j 3 i 1 3 1 i 1 3 I 1 1 1 1 1 I I 1 I 1 i 3 , t _ I t I ! 1 3 3 I ± ! 3 j i , , : i , --/---- I 1 i . 1 i , 1 ' _,L. ! __.L.._ _, ,f_ 7 i i I 1 . -,,- I t z I 1 i I I 1 ' 717 I 1 . 1 3 I j 1 1 i J 1 1 1 . I I i 3 1 1 I 1 I. 3 I I : t t 1 I . 1 1 7-1 1 I 1 t I 1 i . 1 , I ..1 ; 1 I 1 ; I i i ; I I 1 1 I ; I ' 1 I i ; i I 1 I 1 1 1 1 1 ! I , . ' 1 ; , i 1 1 1 1 I i _,_ , 4 - ! -- J. : j -4 - -L--, i --.,-. , --- - - -17 -f- -fi 7- - 1 t 1 I I . 1 i 1 1 1 ; t 1 I 1 , 1 1 1 I . , — 1 I , , I __ 1 ..,. ...1 - 1 ! ! 1 1 t I ; , . ; i , _,_ _L___ _2_, I tr -- 1 1 1 , 1 , 1 1 ' 1 t-- F! fi 1 'TT t-T 1' 1, - --7-1— 1 1 I , --1: ---- 1 ; --i; 1 ! , l j I 1 1 1 , J I ! ; t ,, ...._ — .....+. I :- ----- — — 1 , i 1 1 i i , 1 , 1 1 1 i 1 I i i i 1 1 , ! 1 ! i 1 ■ i i ----', I 1 ' ..;. _..!,.., .....;,_ ..,..!.. -- ...L _..,... ____!... ! I ...4.......__ 1 , , ! I I 1 ! ! ! I ; i 1 I 1 1 1 I 1 i I i I I_ T-,..._._ . ..t .1 . .„ ... 1 1 1 1 1 - -4 -t -I- 7 1 41— f i 1 1 I i i ! 4 i , _.i. 1 i , , , ' i 1 1 1 i 1 1 t j 1 j t i j 1 I ..--- ..■!-- AMERICAN METAL WORKS,INC. CLIENT St Ga.t4CZ LLC.,. ) 1410 N.E.ALPHA DRIVE PROJECT n7 AA 001 SO nri, McMINNVILLE,OREGON 97128 STA\fz_ AL RICI\- AG SYSTGA, BY G.FIEDLER DATE 4-1-5- 0 cc?) REV. HANDRAIL BRACKETS JOB.NO. 0-1 Li'7 SHEET 3o OF 3 o , Style B Bracket 3/16" Formed ! ---, •, ---, ---, , , Acit_ A Wagner Original 1 'TO ti... .e,e____eg,,Ps_q11D431 k_4(?_01.. 114."_, - Available in steel, stainless steel and ' , - ---- ' ■ - bronze. Tested to a 300 lb. concentrated - ;' 4! li _ I load. Universal saddle for use with round or — 7 — 7 - ' 1 1 f i It,A ' 1 i -" tl 0\=fa— 17. 3100 2..t.-,) !..-z. 7 so flat handrail sections. Also available with No tr. Saddle Holes-NSH. F. i- ! , - Numbers in Italics denote items that may il — - 1 , i----, not be available for immediate shipment. ---, CG+37-40... P- Ii - --- , ---1 - ---,- ' - . c ,1 -- -1- ,._ L-- ,,--•, Clear Hole :-P--- —.— 14-; i 2 in'F74. 1 - Fl NJ _ _____ -i: -.L° Screw 41.,414,:t_ , , i ) 1 .e., -....4. , _L_L_AIL,0_;_.,u(46._... SigE2 /A c PS . ,-*.: ,,,,,--,„ - ; '2., , , 1 ,:::,-,,,t, 'i 1'-'.71111, i-'' '. -5-44-5-1 i., ,,,.-...-.1-.-,--.. r, V \,,,-41 V--".17tli,;,,,!4 T 7. .._, --- I 4 to -;, 4-44 .47,q - , Clear Hole for `ft-1-W' ■ ■ i 3 3 , 3/e Mounting Bolt . 2.75" . tp" Sio 0 ST,(Lt 70GG L jA tYc(-1-0 k , With One Mounting Hole Satin Satin • c Steel Stainless Muntz C, (.'t`A' Af' .C)4-C)1-1, i 6 0 ) M:13g., .,._,,,„ ,"' 4227,715 -':'...3423,_ 21/2" 3418-NSH* i I, i ini i 4 /;.,,fr, a 3i4 _a - I t)‘"1"' 3" 4'7'i;A=4#07,15 43-9:;,-.3,.,-',1.2,,,3441. ., ! e? , 1 1 - 3" 3426-NSH* , --- ! S.r, 11000 .0 __ ' 1 # r2 *NSH denotes No Saddle Hole .1 , , A = 2 qg .>, ...1100■MO.!.. .... 7- 41 0 1 1 k- _I , t , I I I ! i 1 I ■ I 1 1 ; i ; 1 _________ - BRACKET WALL FILLERS _ , i 1 i I ....4 For plaster walls or wall ,g 1 0(,)e_____ 54" IST■.1)D STYLe,,____ Le board.These optional fillers ,--- ;,,,, 1 : f 1 1 kl\),/ 14QT t?' 444.51,1Ert I I Ti are used with Style B and ... ‘,.#7:,1 , _ .__ _ ,_ — . f 1/4" formed handrail brack- 4-- ets. Use plated steel fillers .,-,,A1,,A, -- i with aluminum, stainless - _,;;;..,, ;;; I , - steel and bronze brackets- -74=;- ;_____.—L- ,--- --1-- 1 7 call for availability. I -t--- 1 1 STYLE A FILLER , I , i , _I i h ti _L I _ 1 T ---r- ---F----- — 1 -, i I — --TI i - } - I Clear Hole for '''''''="- t' •-i-- 3/8"Mounting Bolt I ■ h ' ' 3525 --- I ---H 1 ; 1 1 ' j 1 1 ' I I ■ I : I 1 ■ 1 ! i ,--- ,,--- r--. 6 44 0 ri", 44 0 LAJ '.---. _ ( 6 6 6 ICY-% LANDING EL. 254'-4 — ......) 0-2 A I/ (CLEAR) 6.I-4 / / 0 / / Ef'r7s 4 fraD ql—li / .-/ 5l32 s „„---.''' , .- , 1,,r,:" ii c - . ,3 T @ II = 2' q , 5'-I4!. /43/ LANDING 345 qlt , / t4/ ,,, , , ,! ellfi fa \\%. .7) -A- Ei \ 9.9iL LND`G EL. 2421-1 L c,0-°' 001 \ , 4 0 11:13 LNIYG MK 220A 111 "V-At‘ ,k \k----- i F.- \ 4 mo x 12 , C:,tt) 44:t '\ .,$) I * . / i I \ . r,,D ..4. -.) 1 1 _ ..s. ...,..,, AI Co) ..5? ,,..o N \ \ —1 ‘.41 Tv 1 AI l sz i co t_ ....i. — „ e 1 x I x ........ IIIIIIIMIlIllllllIIIllIII iFilliffil ..,. inalmin \ CO N.R. MK 235A I , Nr--- \ 7N1 0 CO C■I CO V' • II Cl2 x 20.7 Er- = co , 7111 .. .., .zira•.a_r_ - •_i_u.---- P L2 x 2 x 4/4 1--- ± I I x CN .. ) ,II rs, C I( x 15.3 li,I!) CO \I" x - I I t-- \ I /c143/ •r Z I I-I I # \ \ \ c0 < 1-1 -tr. —1 (12 GA PAN c::\iY\ (NOT SHOIAIN) 3..... CY: (1. ... .. x cs-: 1/10 rg! X -ct- I I WIO x :2 1 < CNI x cNt x x CB x 11.5 I -44- 0 CV 1 [E,.....114111c 230A 4. ill t--- 1--- -.I IC) 7;:t* ---1 g Es t Zr) ..-J- ---". L) s . ril m ‘ralM1--"f224A „vb, i........ 1.- ...... net KID rm. 1 UP 4r. tr) 1 ..., _ -i. t tt.a.sPLICE T.-- 1 44 0 - , STAIR 4 LANDIG (R) 1 .. i DP cri C7 x q.8. 1 Ln /a/ (1) I IPf al111111111PIIIIPIP11011011111 I I 5'." E7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,•1111111111111CO I■II LEW MI1111111111111111111111111111111_ _ P. 11111111111111111111111111,IIIIMIIIIIIIIIII STAIR OPENING - 2ND FLR SLAB 4 OPP NND Ci ci ! IIIIDUIIII , . , = ± (N E7 L2 x 2 x V4 ...o Illmium... 111. 11 cp 0 0 ,00..."........r- CUT C12 x 20,7 V tiRocnEosinvopirEliacw:meEmp:ininttns zo ' V 1-1.R. MK 2345 e 4t. ....0110.11111NI. REJECTED VFURNISH AS CORRECTED //C L/$'VISION II .• , 1. \ MIIM \ , 1 ......j — __-_7- __,,, • — rvk .\ \ , = , IMO x 12 (BELOW) is \ - ilb ae .1_ at, , .... , ... , L..) miNgiiimm.... -ii.A IN dgrCe:cnrieuerECiejwrmaciednotsri.ot reTitilei vs e ccoorn:rail°r fr ri so mresponsible com p1 iancefworithcroenof,iiritrne min ge n tasnodf pthrecdesra:eisinagrsidand specifications. This check is only for review of 4.C ' t7,., n general conform::: with the design concept of the project and 1,1. r, Ar PROVE '1 5 , ir a- ' SPECIAL INSPECTION REQUIRED ...-.., Lc) t--- OG 41 0 tn n §.1.41,_ ofStructurai S•ecialt Code X F4 1 „ coartreolaftianigl oanilleequantities and dimensions; selecting fabrication OFF':IP:E 035:: g 1-- 0 ...$) , _ _ _ _ _ _ _ _ E 0 Concrete and Reinforcing St= =1 cID ' Z —I CV techniques of construction;coordinating his wor 04 S- LU it x trades; and performing his work in a safe k va'intt'di • 0 S = Lel Moment-Resisting Concrete Frame . I mcr x I 3% 4'-43/4 343 ' 0 sRtrehuiefoturrcaini g Setweeini:PrestressingSteel Tendon!), _1 co ...1 r ..- ,.il ..„,... ..... X CO X 1 , ,,, ,,:,■.1 CO 92 -±- i 2 n ck 1— cr (NJ t I.C) C■I ,,,,, . Es— E4 F7- I 11-1V2 %a , (r) o_ DATE: /ait . E''BY at/ _ A 0 . tEEdVainifoSonrEmthaAetioNsnhDogpIR.vdeErnaSwinUingE3tshMde icTrionr:rtahcist 1/15 s- suo * 13 Reinforcad Gypsum Concrete „ I 1 I EL. 238I-0 11 trit6fing Concrete Fill ,,„ 1 Spray Aped Fire-Resistive Materials ' 04 I- .9 -mil /6 V8/3/3/I ,),.. 11 -Q,N C "\---, (,) y ( Th- - --, - - i -:, ti 0 Pilings, Drilled Piers and Caissons 1•••■•• ...... C C \ A, ,c,e r ,, ,-; , to, i- , F(-" i v'( r--ri 0 ti 13 I:.' 1 0 Shotcrete 1.--- I 1 I, 1 0 Special Grading,Ex, .ton and Filling at , \,„ , ,,,_ ,k , 4- ''''c.,.. 'A 11 '''' t t4 1 iii Ki [tit et't-k . ( 7 I[\ z 111•MIND ' 1., I i'''') --....-#.*-< '± CI < , 0 Smolte.Control Systems 0 Other Inspections gl , 11111111 , __.--,_ ,/----- 111'11111111111111111111■, — a ....-., _I --- ---- 1 co) HO x 12 ti— 6 t < 19. x r co MK2235 (r) ...... x I ...9 E DO X 111111111111.1111111111111111 m 6.1;L------------"--------- 2ND FUR. Q cl = c-2 0 -J (i) ; Ar Is-- ...1 SLAB 0 :*: ill m 4V-43/4 A 1 u.... LI- "al 98// // 3% 2 E 0 3 ; 4l-44`4 3 'En EL. 252'-0 c:z 0 6 4:4 nw . LU 71/8 I-11 , I0 ,, u... u_. u_ k...q nr Erz._ 41-11 7114 4'-II cq. e ,t. (CLEAR) , , 44 . ce ILL ,._; =u , u) ri..--- ''''r" \ -- I t■-. . , ....._ AII. ....... ..... j t.-- \ cci • 1 ...amr =al ,7r... ...St, Ili I— \ .... I 1A114 x 22 / (STAIR VIIDT1-0 41-4 ci3 \ill 413RD FLR. 92/,/ ...zr I ...4- 4'-li (CLR) 171. i 1 SLAB 7, /Cl/ 1 j'-- _ ,,,,,-`J, 1:ef 1 '‘ '''',:: \'\ I . , 1 .- 1 01 w / - I 4 [Li /\ 31°.q_ T3"" L. 2661-0 / V-08 / ri-,.. ,, -.‘. ...k,. < „ 44 1:4 1.4.1 -\ d\ 4 ... '#. A -k- \),,(0(/) 4\.<1.f "1 I . 0‘ ® 3RD FLOOR STAIR PLAN r,C0 .\.,-..; 44-. 3/A5.I CI MN NM \ Of) ....""'"."/ 011.MO OINNIMILIMINIMI. MIMMIlla MOM. •••■k•■■••■•■ OMEN= flYMINS Ifil 1 / \ EQ....) Of..*'''.. ... .° .„----°- PAINT . I ''...:7C PRIMER 0 REVIEWED 'MAKE CORRECTIONS NOTED MATERIAL A36 SI Grace,LLC 416 . . FL NO TAKEN 0 REVISE AND RESUBMIT 1-10LES 1 0 U N I 5/08 co A PPI 0 REJECTED 0 SUBMIT SPECIFIED ITEM 0 RECORD ONLY ELECTRODES E7OXX A 01108 PER HILLS DESKA CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN AND CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE SURFACE PREP. PER SPECS NO DATE REMARKS SPECIFICATIONS AS SHOWN ON CONTRACT DOCUMENTS PROVIDED BY INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.ANY ACTION ERECTORS NOTE! ! ! NO DATE REMARKS ARCHITECTS/ENGIIvEERS/CONSULTANTS.THIS REVIEW DOES NOT DWG. REF. # A5,1 REVISIONS CONSTITUTE A COMPLETE CHECK FOR CONFORMANCE WITH THE copy DOCUMENTS<REVIEW BY THE ISSUING AGENT IS REQUIRED PRIOR TO VatililaTIMEgNTTORATHCTEORREISOUREIRSEpM0ENNSTISBLOEFFOTHRE: DPNLAENNSSIOANNDS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; SEE SHEET EG $ E7 FOR SECTIONS PURCHASE OR MANUFACTURING. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, 1-101A1SER STEEL, INC. COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES AND .. ,t11/40 P R Otto - NO EXCEPTION NOTED 0 MAKE CORRECTIONS N• v u 1ST FLOOR STAIR PLAN THE SATISFAC •RY PERFORMANCE OF THE WORK .. PROJ.# ti• i ° SECTION # 16 00 0 2ND FLOOR STAIR PLAN . REVISEESIJAIIT 0 REJECTED _ 0 III DATE or; BY a 44%) architects lb• r ,... A, 8235 N. Kerby -tve. Pailcrd, OR c17217 Ph. (503) 28q-q325 Fax 28q-q43q YHRE -GROUP 2/A5J , etii-, , -,/,,)- ty" I/A5.1 .."‘ -',)-... *09- --1-7' , ,,..73.0tiv„.,,,,, „.„.._,, ,,v ,______ .- DRAFTER M.N. DARTMOUTH SQ. OFFICE BUILDING CONTRACT NO ,---,----- ,/-- Gh ,s,,, DATE 10/02/07 -:TRUCTURE v4,_ it.9,2C0\,( TIGARD, OR 140 L. FO) CHECKED DWG NO 2 V1G TITLE 5TAIR PLANS EXPIRES:I 2- 3 1 —o9 SteelDraft Systems Inc. 060) 750-4812 Job# 0716-265 DATE E5 A. . , IV4 STD PIPE -\ , 112. TYPICAL TIP. • -.41111116\ , STAIR STRINGER 1, 1 . . 12 A PAN 1 r- I LAYER ' GYP BOARD 2 G P %$ GYPBOARD \ ( ) • I, ; . 1 ,' $ _,6) arrrrr tL1 )1 -** TIP . DETAIL AT STAIR WALLS CIO x 15,3 . ,, I2 GA. PANS • ' CLOSE / 1 I ..,„T , '' 7 • I I )- c7xq.8 -4- 7 I N 1 U, L CIOX15.3 ilk 4 L3X3XV4X3 1 --," T Ni 4'4 EXP. BOLT x 01-51"2 s SECTION A-A SECTION 6-3 , , . , , . .„ 1 . , 1 S , • , . , . , , . , . . . j • , . , .. / IV4 STD PIPE 71'4 I1%4 STD PIPE TIP. FACE OF WALL ---' TIP. GYP. BOAR , ..) \ \ d , , / \._......t// , BLK' ETAL STUD • tO G N.R. BRKTS - 77,77777/1 5 ‘; f 1 ,( 1'-0 / III N 4�� SECTION X i / / /fib V (iip - - (TIP., 12 GA PAID vtl (F • N � ,40411111E-111_ � � � I � T.O. CONC. 3RD FLR _ _ . ,.„ l ,I A.I IFI 19,6 �'. , ..'`�. WI2x22 4+61.1414?,401.,' L2X2 X �4 , ll sp� , ■4,11,1111 ----17:tz':7' ■ PI14 $4,,,,./.9 2045\,ei)." —41........ 6- , 7 -74.0 L: os4° . 7 C7X°.8 „-11- --- ,_,/.,_._, JEXPiRESd1 3 i--©‘ I 416 2, PAINT ' 5/C PRIMER TIP L . 416 V 46 MATERIAL A36 ' ! TYP. D 4i6 HOLES 160 18 x 40 ELECTRODES E70XX A 01/08 PER HILLS DESIGN SURFACE PREP. SEE SPECS NO DATE, REMARKS INODATE REMARKS S C �a E SECTION C-C SECTION D- D SECTION E- E DWG. REF. It E5 REVISIONS 1 I-IONSER STEEL INC� /, - 8235 N. Kerby Ave. Portland, OR 97217 Ph. (503) 289-8328 Fax. 26q-g43q DRAFTER MN DARTMOUTH 50 OFFICE BLDG CONTRACT NO A 1TRU(TUBE I DATE 10/04/07 TIGARD, OR CHECKED DWG NO 1 )IAIG TITLE STAIR SECT IN DETAILS SteelDraft Systems Inc. (360) 750-4812 Job# 0716-265 DATE -- E A Cep / 2'-q / I'-II / ra- ''' ivil I, A‘0 \ '\\\\t\\ CC) B ....... ----__ \ (7-Cm\00( ' \e, \ \ cot. - ) ...,..,,„„, , -.,..,..„, 4 3. 1 ,,, ' , A -T V 1I-4 25'-2 / 2 / At' A il, ,, , ,,,,i. 7,4 / / el a 11K 230A / . "eNt' N /'/ 11 TREADS @ II = 17'-5 / \)9.- c r TIP.EA. POST c-sc , , _ „,, e 04 ® I1 @'TYP. ' ''P V4 STAIR SECTION CC T.O. RD FLR SLAB EL. 266'-0 44 x 22 rr icA A' \\L-% 44 4? y, 71-10% _ /I -4%, / GYP BRD � ,, LANDING \� 343 TO F.O. 4/(.. WALL 7'-7 /3/ / C<, �o / // -Ib 3T @11 - 2 -q6 / o � 10 3 ''-4 6 ter- �� _► cL c, --. it � (CLEAR) -'YP. rr'► i 0 li 'cam Q- —' '�',�.� ti-17 Ili 41 0 1 Cr / 0. I1V4" STD PIPE (TIP.) . •�. ✓� m N. i 'y ►i� `r' EL. 254'-4 \ \ /NT \ \ 1 —jk m or r., . . . . .. . ... 7.1...,..v. I 111 tirj c) Cr I c^n 1 I I I 224A C/? N 7N1 1 T.O. 2ND FLR SLAB EL, 252'-0 I I ,_ I I STLIR/LANDING ��O .. � EL. 252 0• \ \/ --\ \ v/ .e. ..-. • �. .tee . • �� .� ,�.'.�� .�� —� 1 .��s�.—.� 1 r, r q • iii ..• . , '� - •gym..•X00, dr. , • j • idiom „milk ..d._ cio .. . . ..,•: STAIR SECTION 6-6 E; P , 4 .; k200 b t STUBS TO NOSING LINES E L L 01-- � f A T E R I A L NOSING NO. STUB . Length 1 * NO.TO SNIP TOTAL PC 51-1I13 MARK NO.PCS. MARK SIZE FT IN REMARKS 2 I'-1lib 3 2'-246 VA) d (6) ,, � V Yp AI 4 3'-3!b f q / I� ONE 218A STAIR 5 4'-4346 z r 9 6 5'-5416 P All P I a 5.3 7 18N6 b it ,� YP I b CIO C10 x x 115.3 6 8 TYP _ I c CIO x 15.3 ► 4 7546 w It 6 d V 12 GA. x 22746 ± 4 43 BENT 0 TYPICAL 1 f E` 12 GA. x8% ± 4 44'4 BENT 416 — PAN ... I e 12 GA. x 3516 ± 4 44'4 BENT TYP k200 9 (!�)-- _ �' NOTE: 2 h200 L3 x 3 x Y4 - 3 IV \_G m200 0 PAN CONFIGURATION 0 ARIES. USE TN � 2 k200 �'k4 x 2� - 7� 4,-79�b V ESE DET LS I m200 t'y4 x 2� - 6�4 ,� FOR WELDING ONLY. TYP _ p Pkt x 3 - 10% 214i6 4'-44'4 G 30° I t 0/4 x 2% - 10 2' Ib II SI - . IID. 1‘11:1„16.14k, ( % ' YP 1\��' EL. 242'-I ' ._._. \ \ _ TYPICAL DETAIL AT DOGLEGS rn AtAiii 1 i lb- 4I / ■ , b �/ 9 / / /7. 7 a i2 , }} <0 `fib /7 ,, /f' (3/ q o , ►fie , / /;:§1' 3 SIDES 416 , ./ / / '�.• 7 QG , / 12 ,$) � / / .4, / / _ 2% Le e. k200 1 "P" ` r� EL. 238 -0 'Orr \ \ D `TAI L Pc, rig" 67s 4i6 p- 3 SIDES f h200 G 0 OL . 13/4 4 743 ,' / / 6T'S. @I1 = 5'-6 SECTION A 12 � � BEV DIMS ON PAN ON E , ,STAIR 218A ■ 1 q Ili ' 2 �� y ot, . %, 0 q 114'4 ,Q 6 �A\ `,ob, : - , 0 Q BEV 114 WI DTN I'-10 746 , � m200 ‘‘‘ '`�° .1A EL. 242 -1 DETAIL Pc. "d tillIS ,o p . 00, 11 v a m � b 17 mi � 17. l� k4 ►fib , Q�� . '''�'' 7 °Z 12 ,, 'fib FIELD BOLTS 12 DIMS ON PAN - E.B. x 51'- 1 7 2 TYP. b r BEV y44 2 7,6 3 1 , PAINT I S/C PRIMER e e k200 EL. 238'-0 4 ib MATERIAL A36 q • r` Q 5 &61/8 HOLES i ib U.N.O. Ns- \ BEV I'46 ELECTRODES E70XX 1 5/08 FOR APP'L 6 W I DTN 846 0 pRO1 SURFACE PREF. SEE SPECS NO DATE REMARKS NO DATE REMARKS Q c,'t 0 i N 4 4 DWG. REf200. = E5 REVISIONS 454?i'+ tti6g. DETAIL Pc. lip" a:: . 71 'D'IL HONSER STEEL INC. cOL = 1N se, ®� ¢ ' 4 / '9.2° �w 8235 N. Kerby Ave. Partials!, OR 87217 Ph. (503) 28q-8328 Fax. 28q-g43g I. F,t. CONTRACT NO 6 T'S. I I = 5'-6 EXPIRES: )2--3, - DRAWER M STRUCTURE DARTMOUTH SQ. OFFICE BLDG / g DATE 10/04/07 TIGARD, OR SECTION 5 ...5 CHECKED DWG NO SteelDraft Systems Inc. (.%O) 750-4812 Job# 0716 265 DATE DWG TTLE STAIR DETAILS v 216 m STUBS TO NOSING L1NE5 E31 ____ L --- T - NOSING N0. STUB t2I8 b - . � Imo. •�• r 4 YP NO.TO SNIP TOTAL PC Length 2 1' 116 , , �' 6 !!� SNIP MARK N0.PCS. MARK SIZE FT IN REMARKS 3 2 -24 9 ,4%,14 4 3'-343 c .� r , ONE 2IqA STAIR 5 4 -4�Ib d (I ) , , YP 6 5'-5416 P f ` 6 �l 7 6'-6�4 g TYP C10 x 15.3 18 31546 8 7'-7V4 6 �ll�-6 q 8 -Sib 1 b I a I PL AN CIO x 15.3 lq 2H 10 q '-q% TYPICAL PAN J4EWING I c C10 x 15.3 3 5 II 101-103 16 d V 12 GA. x 22% ± 4 43/4 BENT _ �_ - _ �... - - - - - - - - I f t 12 GA. x 137413 ± 4 43/4 BENT 12 11 -II%b �` T— � �_ I g �' 12 GA. x 4�lbf 4 43'� BENT 13 13'-0%6 h k202 1 h Ek4 x 2 - 4�2 14 14'-IV TIP.? 6 m —� a k202 �� x 2 4 )— TYP 2 15 15 -2516 - G � b - 7 �, , 7ylb G 30° 2 m I'Vi x 2�'a 6 16 16 -39 6 `� 7 �` NOTE: I t218 t,v x 2 - 10 ) 3I/ PAN CONFIGURATION =iii ,4 VARIES. USE THESE DET A LS m FOR WELDING ONLY. t\\14) \,b Y)i ,k1 1\O` EL. 252-0 c)@ �- YICA DE AlL A is L 5 \(0 / k202 g / / / ,� / J r / 7 i' 416 / / 13'4fA1/4 r` 12 ((IA* 7 7 7 7b,'C\rl. qi 7 /21,6 11 / d (16) , kt (N\ \ WIDTH 4116 ' t218 \ r- �.. EL. 242'-1 . L 242 I ►� _ — \ \ DETA IL Pc, ii 11 N m � y � g T,O. GOC. �., ` rn ti N... - - c Q 16 I'S. @ II = I4'-8 12 ii / / / 3'-21i3 � ,� ,21�1� SECTION A-A BEV DIMS ON PAN ' I q 3 -5� 107 r '� / 2 �� 4'-43/4 ONE 4° 4' 3 1�/4 STAIR 2IA Q 4 1I3 . o 5 87� 6 I 1` b ill' BEV I��ib `'� MI6 `k ; ;,,3%::: W I DTN I'-IA m 11�it DETAIL Pc. �, \ TYP)% v k: 6 , �`° �� M EL, 252'-0 1• t� ;i :4 '� \ \ �c,� l 0 -r 12 cog'S'40 1 k202 1 lylb 3 i 14/ 4 f (:) , . 03 0 44) to ' l- s °A40 f 12 . _ or- g FIELD BOLTS , IliPri V • EL. 242'-I 2 ,/'� EL. 242`•-1 PAINT S/C PRIMER �� `, �`• 236 MATERIAL A36 .-7.T.O. CONG. 7 .1,.,_ \c : 434 1-10L E5 3160 / b ELECTRODES E70XX I 4 5/08 FOR APP'L v f (F.S.) SURFACE PREF. SEE SPECS NO DATE REMARKS NO DATE REMARKS PRO��C OD �, DWG. REF. # E5 REVISIONS 1/44/// 1743 W I DTN 2' O1i3 S +°IN•440 IL w T ot' .� HONSER STEEL INC. .,-4,� s� � �- 8235 N. Kerby Ave. Portland, OR 87217 Ph. (503) 28q-8328 Fax 28q-g43q 16 T'S. @ 1 114'-8 DETA I�.. Pc, 1l�►p � ` t.9 �®`� / ,1 b L. F� DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO � : - - _ DATE 10/04/07 TRUCTURE TIGARD OR ,2 3 0, SECTION B-B CHECKED DWG NO t Systems Inc (.%O) 750-4812 Job# 071 - 5 R DETAILS I Steel Drab' 2 DATE � � e►Y $14 41\ \. B I _ L 0 = rIA 1 E I AL it-1 ri Ir-1 <r-i NO.TO 5NIP TOTAL PC Length I I I I SIZE REMARKS I I I I 5NIP MARK NO.PCS. MARK FT IN 1 4'-4114 I , I -2 t ONE 220A LANDING FRAME I a C10 x 15.3 10 4114 I I b Cl x q.8 q II gC4) ' m *- I c Cl x q.8 4 23'4 , 2 d 4-1S5 4 x 4 x 5i6 3 2 A500- B I f L2x2x1/4 q 54'4 4 g L2x2xk4 3 q% I h E 12 GA. x 4q% q 10112 2 k P orb x 71/4 - 7114 2 m rY _4x4 - 4 1 p C7 x 9.8 4 23'4 11._J ll_J ll_J . 11._J .\, „. I'-II 3 5P (0 II-III/2 = 5'-101 / / / 1 / c11-102 (h) , GA PAN 12. DETAIL q q 1 / 4'-23/4 Pc. h V4 ,�, 4l-I% M R.D. 114 i— h � a (Pc. q c11) 31-2%), :i' . ,Il 12 GA PAN- h (Pc. 'pH) 41-03/4/ a- w EL. 242'-1 cO , 7 \ g (4) I8 N 2-8 rn m r TIP. 2-8 C,., II\ , 6 b 1 a--W m 1►--- r .,/ / -3!� f 3!� (101-510 .g. SCION A-A TYP. 17 b N.S. (�)— TIP) b B. FLG H B (i. c0 (43)G TIP. (frbr - OR p m r b m F c IT-1 r-1 F-, N - I 7-Iii A g(4) I I I 1 I I I p A 4 ci='- 7 sa tg d n,x�.x '1 '. g .... , - , - - _ _ Pc h '1-15' �- - PLAN - EL. 238' 0 01 L) \ X46 . D 416 V(\2-8 TYP 31e� 2-8 f 4i6 k m (TIP SECTION BB h (SEE DETAIL) m I�_J .a MB ! /_ ...1r . 5114 a Ail 1% B NMI 114 Io'-3 FIELD BOLTS R,D. 10I-15i) 4- 3'40 A325N ). O'-13'4 W/NtW 4- 3'40 EXP. ANCN. X 0I-92 / CIO x 15.3 x 10`-4V4 / , PAINT 15/C PRIMER 3� -1/2 _11Z MATERIAL A 2V4 ONE ,ti r HOLES ' 6� LAND D IRAQ 20A ELECTRODES E70XX I 5/08 FOR APP'L � G e P SURFACE PREF. SEE SPECS NO DATE REMARKS NO DATE REMARKS .4 / -�--• '�- �Q+E% R0��' DWG. REF. # E5 REVISIONS .o IP ...r't' . ,• c \ 7 N L INC. j • �” r ...4-\ L_-- OREGON • �'t, se I.9,2 8235 N. Kerby Ave. Porticnd, OR g72I7 Ph. (503) 28q-q328 Fax. 28q-g43q I • TE � A N SQ OFF I C E B coNTRACT No PLAN E L. 23 ' -0 4 .._. . STRUCTURE D RT T BLDG 114 3112 3!� pi • 3+ -o� o� DATE I0/Q4/07 TIGARD, OR 7114 C EGKED W TITLE DWG No � a-4812 .lob# OTIb-2f�5 DATE G LANDING DETAILS / / SteelDrart Systems Inc. (3&2) 220 A .21 lLL 0 == r-1A I ERIAL r6"--- , *- . NO.TO SNIP TOTAL PC Length `: SIZE REMARKS SNIP MARK NO.PCS. MARK FT IN PLUG WELD r OR ' I SCREW ONE 221A HALL RAIL rn/ DIM. (c) CAP 4 GRIND SMOOTH a205 ONE - 1v40 STD PIPE 10 - L/F, A53-B iii ,9, �'� 3 a205 STD WALL RAIL BRKT 2! " TO WALL FACE OF WALLS—� TYP. WALL RAIL BRACKET Q- \ 5V2 �. `/i 1 c206 1V40 WAGNER WEDGE L* K W:LD CONN #L-1023A �� SECTION S 1 c E 6x I%0 7% 4 �° SECTION A , 6' --TOP NOSING 12 ONE 2216 WALL RAIL / 7 , , ONE 11140 5TD PIPE 20 - L/F, A53-B r — DIII I,. 6 a205 ?; c206 CONTR. NOTE: . 6 1 c PROVIDE BLOCKING IN WALLS \ •• . TO RECEIVE LAG SCREWS a205 fiI (\,.......z. /ST D. B R T (FS) 3 P LCS \ / FACE OF WALL TYP. U.N. k A SECTION C "`° SHOP NOTE: / -,,,,,,,,,,,, AT, RI, , . ,,,,,. --,,, . -,,,, --, ,.,„ ----„,„ -„, i 2-."-- � .. ......s„., w. HALL (F5) OF HANDRAIL �, w R o aTS �N- \ \ ', 6'-10l I'-0 \ \ c +52 (5'-6) +11 , ONE STAIR RAIL 221A 14occ, .07. . . DIN.— / / E3 0 TT �� . \ FACE OF WALL (N\ } 'cam � �` \ � v/4 SECTION D r \ 11-0 ''� 13/:, TOP NOSING (6) , 7% /<3° o , .e; 3` 12 , CONTR. NOTE: . PROVIDE BLOCKING IN WALLS TO RECEIVE LAG SCREWS 6 a205 I„G STD. BRKT (FS) 6 PLCS Ire' —Tips SHOP NOTE: ,,�,�•�- WALL (FS) OF HANDRAIL , FIELD BOLTS '� q - 40 LAG SCREWS x312 , PAINT S/C PRIMER MATERIAL A36 HOLES 140 ELECTRODES E70XX 1 5/08 FOR APP'L ,� PROF SURFACE PREF. SEE SPECS NO DATE REMARKS NO DATE REMARKS r esIN ,4 DWG. REF. # ES REVISIONS %mow s/00 15'_12 . ry �► NONSER STEEL INC. (14'-8) +92 oxxEro 0� `t°•t 9,�4°s �� 8235 N. Kerby eve. Porticnd, OR 87217 Ph. (503) 28q-8328 Fax. 28q-g43q ONE �` STA IR RAIL 221B 40 L. F■S° EXPIRES: DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO ,2-3� -oq I DATE 10/05/07 STRUCTURE TIGARD, OR CHECKED DWG I DWG No SteelDraPt S stems Inc. (360 750-4812 Job# 0716-265 DATE TLE WALL RAIL DETAILS v > 221 A 2b A1ER1AL _ (p. . a NO.TO 51-11F TOTAL PC Length 1.1 51-1IP MARK NO.PCS. MARK SIZE FT IN REMARKS PLUG WELD-'' OR 0 \ \ SCREW i ONE 222A WALL RAIL (c) Dirt (Ii CAP 4 GRIND SMOOTH x205 - - ONE IV STD PIPE II L/F, A53-B 4 a205 STD WALL RAIL BRKT 2 TO WALL k_ FACE OF ,FALL TYP. k/ALL RAIL BRACKET ,��,1yA (o N 2 c e x i . 0.4 SECTION E3 TYP. RETURN 1'-o \ \ SECTION A o TOP NOSIN ONE 222B WALL RAIL Q9-. 7% \ ONE - III -STD PIPE 22 L/F, A53-13 .. 12 44. 7 a205 NOTE:N E_ 2 c 16)1='(° PROVIDE BLOCKING IN WALLS TO RECEIVE LAG SCREWS B/E a205 A STD. BRKT (F5) 4 PLCS . 0_______t_ 5/-10P NOTE: ,,,,,, rWALL (F5) OF HANDRAIL 7 a 2a:I /7 .9dt'' ' '''''''-'''''''''''''''''''''''''' t ,'''' )C: \ I'=-O 6'-5 +II (5'-6) +0 L \ ONE '‘' STAIR RAIL f`' 222 A ,, , L lir . ) \ T \c8 y1` ,0, 1'-0 \„to .... @ ,,, N Qp1�� 7� 4R) _ 12 CONTR. NOTE: 1 PROVIDE BLOCKING IN WALLS { TO RECEIVE LAG SCREWS ,(o 9 B/E III 1.''----A"---. , SHOP NOTE: �-- a205 WALL (F5) OF FANDRAIL ��.,.. FIELD BOLTS STD. BRKT (FS) 7 PLCS "` II - V LAG 5:REWS x 3!2 'Eli ,,,. � u PAINT 1 5/C PRIMER MATERIAL A36 \ - HOLES 7160 �,xn ELECTRODES E70XX I 5/08 FOR APP'L t 1 '�' PR SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS �\ o� x �!�, DWG. REF. # ES REVISIONS 15'-7 t, - DOWSER STEEL INC.es„_ \ II-0 \ +II (14'-8) +0 OREGON F 't.9,2� ,� ti `�° OS,�� 8235 N. Kerby Ave. Portland, OR 87217 Ph. (503) 28q-8328 Fax. 28q-g43q IN7t\ice ' c �9 ON STAIR RA IL 222E F� DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO 1-EXPIRES: 1 z - - 09 DATE 10/05/07 5TRUCTUPE TIGARD OR CNEGKED DWG No SteelDraft Systems Inc. 360 750-4812 Job# 0716-265 DATE DWG TITLE WALL RAIL DETAILS 222 L1, E3I _ L Q ---- flAIERIAL NO.TO SNIP TOTAL PC Length SNIP MARK NO+PCS. MARK SIZE FT IN REMARKS 22 ONE 223A 1A110 IO x 12 6 2 2 a E) V4 x - 5112 I c eY4x 6142 ± 5 f g 1 BENT 4 A325N 0 I 1/4/N41,4 a CUT W4 x 2916 CUT 11'4 x 25i6 7 . �. . . N 11,110 x 12 � 6 2V13-I2 � ONE 2 a o Aib '�'2-12 FOR 223A ONLY T.O.S. EL. 251 -8 \ grim rc / a (2) ba—/ W2 i,� SECTION A B.E. 223A ONLY(FOR ONLY) , R.D. 6'-0% 1 t4/)'/IN r )V5? • ONE 223A (NIO 12 x '-2 0-35/8 46 (0'-4) -114 • ONE 223E (NIO • 12 x '-2a) 61-3543 FIELD BOLTS A325N W/NOW PAINT S/C PRIMER MATERIAL A36 HOLES 416 ELECTRODES E70XX 41.1i SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS �aa't�' c z N 4 'ti DWG. REF. ft E5 REVISIONS #i ONSER STEEL I NC 0. , , - 4 " 8235 N. Kerby -ve. Portland, OR 217 Ph. (503) 25c1-c1328 Fax 28q-g43q 0 L. f‘vi DRAFTER MI-1 DARTMOUTH SQ. OFFICE BLDG CONTRACT NO JEXP1nES.r2.3, �, . IRUCTURE DATE 10/05/07 TIGARD, OR CHECKED ,fit' _AG DWG NO SteelDraft Systems Inc. 360 750-4812 Job# 0716-265 DATE TITLE BEAM DETAILS 0 223 - - U) Ve aa A b 2-Lij c .' E31 _ 1_ OF rIA I ERIAL imenionelionniiiiiiimariiiimmiiminiiingimi m e. TYP. 416 1' i L - ■,__ 414 1 i 1 s'. \ NO.TO SHIP TOTAL PC SIZE 4i6 i aR r , .ar Length REMARKS 4i6 + • 1 51-11P MARK NO.PCS. MARK STUBS TO NOSING LINES TYP. ' w v (F.S.) 1 1 T t B FLG v --. FT IN NOSING NO. STUB (V8)— G I , c 113 •-. 11A8 < llk° I (t)— G I larll4X98 , , z 1114 0 A\ rl, ' ONE 224A/A\ STAIR/LANDING 3 21-2116 .....11 ......... ......11 '4it I = 1.1.111. ......0 WOMMINO :I n*1. '^* . 1 cn CO= ,ffi... "."."""] \ IR/IL aft C12 x 20 7 3 016 \ 1 b C12 x 20.7 5 343 m(F.5.) k y C I c C12 x 20.7 7 7% x I d C12 x 20.7 5 2% e h L, 11124, 41-343 /2/ (3 AQ I da BAR 3 x To 4 108 : so 7 co A 1 1 -F n I,4 1 I f e 12 GA. x 8% ± 7 7% BENT /0\"F'' 1 \_. m • ' - ' 3 9 e 12 GA. x 22744 ± 7 7% BENT f (3)g 0 p 0 1 h E' 12 GA. x 3346 ± 7 7% BENT ..1, .. I , 1 k e 12 GA. x 545/8 7 87/8 NOTE: ....Z r m(F.5.) (2) 2 m L2 x 2 x V4 4 3V8 PAN CONFIGURATION x VARIES. USE TI-IESE DET A LS i 1 g I p C8 x 11.5 4 73/4 — renrumensorisse-umrinerszernemareri S). FOR WELDING ONLY. V3'3/?Vi' ,....r = = ...\= = — — 1 - - - = - - = ....1 \ I t C8 x 11.5 7 7% ct, t \- 416 2 v 1-155 4 x 4 x 416 2 0% A500 - GR.84 3 SIDES e g I W L2 x 2 x V4 ,_. 4 03/4 i m ot) c. _____7(3 iw 44 TYP G 7 PP -• 2 x L2 x 2 x ki 3 33/4 Ai , , ,...... ____ ob 4w7. .m‘, , -4---•- \ ft 1W I y ' ET8x 2416 - 7546 FIT ,,iliiiril %----- 141) . t - - -- aL, ad R. v .. .11,_. . N. g -;\ L \..... 1 S. \ \ 2 z e3/8x 6/4 - 7v4 — 1— Irir — — — II- 1 ,74.-4-"' 2 I aaab eel•V44 xx 3 -.1 6441' I ac ev4 x 3 - B nom= d (%)G MI aa 41 i PLAN dai al ac (TIP' v 64/4 I — /3se 46/ \ ---- 41-6% I ad ev4 x 3 - 4 .5.16 , 118 0 TYP -3Ves (51-1) -31/4 2 al' ev4 x 4 - 4 4i6 r &e3 SECTION D-D 2 ag L3 x 3 x V4 - 3 '))11) 5'-311,.. /A\ TYPICAL DETAIL AT DOGLEGS 03)4) ,,,) 1 ,• , DETAIL- b OF LANDING PAN Pc. K L 1. CUT I x 2 ,AND af (cap ) 12 0 e T 4 B. r‘c ° -.1 6)(?' h k TYP) 1 1 (TIP I/116 ■ 03 1 v . 9 (3 4411kling (V8) EL. 254'-4 N 4i4 1......--= ro ----. I ii illilifil.11111— — - .4t- - --r;iiiiiii trialimmi " aR A 10 I' 1 4.14 - 1 il -64 x Al i IL TIP _ I Fr ob / p .,,,_ ..ki.. -111-1- i..._ 416 • " r. r's >< ,..., . ,/ 7 a ,'' gli , 4i4 . ,i00111irr. , 4 Cer g tri x 1 (V8)r ( \__ DETAIL Pc nhll aa TYP. TIP. : -'.v '/- v , v4 Ivo j„ T 4 B FLG p - * isbordol, ' ..". 416 r 3 SIDES 416 r 1 rn ro t r-- ;I IL 1 • f I Ns -'// ' ' tr) 0 I I 0 r- _0") /2 4'-6 / "1111.111111 •' 7% 1 14 \ "- 41- 0 t 4/11 4 ' 1/•2 v ( EL 2521-0 / z •• SECTION C-C GOL = 13/4 3 SIDES 4i6 3,, BEV DINS ON PAN 444 41-0414 7V2 3 VS. @ II = 21-'1 /4\- 51-1 q 21 , 7/8 SECTION A-A C) w 3 IV4 4 113/4 1 _0 5 874) 51-3V8 6 1 BEV 11116 4 76,„ ' 5 -2% y4 ® vilDT1-1 11-1014 V vilik \3/41b iv . ,/ \,t \41 . mm5 it ' L'' !pia TrP / 141) Aa, v 7 NO WELD HERE DETAIL Pc. Ilgll 111,111 l' r 11. @ 8 \c')@ 1\ ,4 F 3 11k. '1 r TYP 'RG El 2IH6 Pc "y" it 11 0) - .9 = L.) ab ad IL A EL. 254'-4 TYP ,. .,-;.'"'"""1 Ali ,.. io.. _...„..• ici V It rii P:" L cr *Illa . 1■1.i.ill V4 k, . .... TYPICAL PAN IAIfLDING 0 111. 1 il .4) r- MI TIP. • aa Illikbb 47V7— ... I I. ........41-1; 1111H ‘• Y ....d da 1 1\....v u) 0 V4 - 3 SIDES Pc 'y I • Y4 rn ..,gim■■-•mi. 1 SECTION F rm 12 li (..) FIELD BOLTS vi II II ye e#" (N 3 1-- 0 1 1 0 r- ,, IllaiWi' 7% +1 + , ,,, EL. 252-0 DINS ON PAN 640 EXP. ANCI-I. ) 43/4 pp 12 ..../ BEV 1 7 ' 2 7/8 PAINT S/C PRIMER 1 1114 4 z 3 1 . MATERIAL A36 • 0 0 4 1416 1-10LES ag(F.S.) 4193 5 6743 ELECTRODES E70XX A 01/08 PER HILLS DE5IGq Sq BEV 116 SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS ,%.+1/PliR81/4,_ 2 IAIDTI-I 8% DIAIG. REF. # E5 _ REVISIONS 3 VS. @ II = 2'-q /A\ 51-1 47-40 4.#7;;::,,, >z-1_44 fLii'7 • V ' tiONSER STEEL INC. 00 , I _ ; , DETAIL Pc. firll SECTION B-B e 0 Lcs, db P- 8235 N. Kerby A re. Portland, OR c17217 Ph. (503) 28q-c1328 Fax 289-c1.4361 tt‘ i 9 2r, (-.. 40 L. oc.- DRAFTER NI-I DARTMOUTH SQ. OFFICE BLDG CONTRACT NO ONE ' STAIR/LANDING ' 224A 1 EXPIRES: 1 2-37 -di I ETRUCTURE DATE 10/16/07 DATE TIGARD, OR CHECKED Aist -1Av: TITLE STAIR/LANDING DETAILS DWG NO SteelDraft Systems 1nc. ( 60) 750-4512 Job# 0716-265 DATE --- --"' III "' 224 /A\ IBI _ L a flA I E1IAL NO.TO SNIP TOTAL I PC Length STUBS TO NOSING LINES SNIP BARK NO.PCS. MARK SIZE FT IN REMARKS NOSING NO STUB aR k -\ 1 m(F.S.) '41� ONE 225A STAIR 2 I'-111 TYP4/6 f 12/ \.�043)...G.. i 4 3'-3 Ille I/I alt C12 x 20.7 21 q 5 4'-4416 A Iq b P 12 GA. x 22746 ± 4 4 BENT 6 .. 5'-5346 I c ' 12A. x 13�ib ± 4 4 BENT A , 7 J 61-6Ya A I d P 12 GA. x 5h6f 4 4 BENT E 8 7'-7Yq ,w;,,d 1 PYq x 3 10% WIDTH 511 2 q a -ab 4.''t PLAN - A 2 g �'� x 3 3Ya 10 q'-g EV4x1 3 11 10'-10% b (Iq) 2 k 0,4 x 3 la 12 II -11746 k DETAIL Pc.�_"d"._ 2 m 014 x 3 - 34q 13 13'-0l� � � f � m(F.S.) 2 p P x 3 47� 14 14'-1112 a.. � _ �,... _... _ ... �i.... �,.r_ _ .. ;-- _ _ _ ...r►�. _. 2 t - EV4 x 3 - 5% 15 I5-2516 16 16'-3514 f 17 17'-45i3 �. 18 I8'-51116 Iq Iq-61116 , Iq T'S, @ II = 17'-5 t 2 12 BEV DIMS ON PAN 116 4 �� Q 3 :14 4 �� 7 'q t Yq ►a 5 87 +ki■ r 4 YP ,,�" ` .- 6 I TYP `�` a k- BEV 1146 �6 rJl�-6 � � q,� TIP. , 0 WIDTH! I'-10746 �.`i N DETAIL Pc. b TYPICAL PAN kIELDING I . (>1- , Ile I EL. 266 -0 d r‘o) .." RP' * -q- 0.% aR / p t — . r _ Ai .- 1-- / 47 CUT '' 7% N 12 er / / f / r. / b (Ia) EL. 254'-4 0 2 EL. 254'-4 T.O. CONC. \ `'\, '�' m i I I G C) h 12 V 9 BEV DIMS ON PAN SECTION A-A f_\"1" I 10 2 CUT 4,3Ya, 0 3 . 1746 Q 4 21316 5 q/it BEV 11116 1% Q WIDTN 1'-1916 FIELD BOLTS ONE STAIR 22. 5A 11 DETAIL Pc. "c PAINT S/C PRIMER MATERIAL A% HOLES 14i60 ELECTRODES E70XX A 01/08 PER HILLS DESIG U SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS .BEd PRO' DWG, REF. # E5 REVISIONS 1 1-IONSER STEEL INC. , ?II-:2-7; -1*--: .'- ')/ 17:4) o °1 , 8235 N. Kerby eve. Porticnd, OR g72I7 Ph. (503) 28q-x328 Fax 28q-g43q <l? L. f►� DRAFTER MI-1 CONTRACT NO STRUCTURE DARTMOUTH SQ, OFFICE BLDG EXPIRES: /-31 -01 DATE. 10/18/07 TIGARD, OR CHECKED -- DWG TITLE STAIR DETAILS DWG 2 NO 25 A SteelDraf t Systems Inc. (360) 750-4612 Job# 0716-265 DATE _ BI _ I__ (:DF r-1 V1ATERIAL NO.TO SNIP TOTAL PC Length SHIP MARK NO.PGS. MARK SIZE FT IN REMARKS • ONE 230A GUARDRAIL 1V4" 5.5. PIPE 13 L/F (A304) i ♦�bTM { \ j i 0 O co CV t 0\1 39'• 7 12 `� , m 1 M 7'' \ \ CV WELDED TO STAIR FRAMING • a vzO\lt"?' r l PPP `,�1 k I / 3 -8 / 1 -Q li. a g. P�� Q�p x , ?,E Ry,r 5 -8 f ' \ .., 1 N ONE t`i GUARDRAIL r'i 230A ,,„, --- ,,,„,,,,,,,,,.__ _ ,,,,,,,,,„, , ---, Id • REF: E5 \ ,,,,,, ,,,,,-------\\ \ .../..'''''' �' '\ A✓ ,k °' \ A S ' ,, may. .,. 9 .,-,„ 4\+, c's- ,,,,,,c, t t)t , - (7plkit \ 1.) c„ .), < c.....) ,<,....:_ ‘ \ok 0 \ ( c ' / e\C:4\4' \- ( \1/4) ''‘I''' -' ' , (,),. :41'''', (.\, . \ / FIELD BOLTS A325N W/N41A1 PAINT SATIN FINISH MATERIAL A% U.N. HOLES NOTED I ELECTRODES E70XX A 1/08 REV. TO S.S. SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS I lEO PROF DWG. REF. # E5 REVISIONS cr.�. 01NB�e�� • 1-IONSER STEEL INC. 0414.4 9,lop 4 - 8235 N. Kerby Lye. Portland, OR 87217 Ph. (503) 28q-8326 Fax. 28q-g4341 ° L. oef DRAFTER MN DARTMOUTH SQ. OFFICE BLDG CONTRACT NO I EXPIRES: Iz.31 _09 DATE ��RUCTURE I D TE 10/26/07 TIGARD, OR CHECKED --� t DG NO DWG 1 I1LE GUARDRAIL DETAILS SteelDraft Systems Inc. (360) 750-4812 Job# 0716-265 DATE 230 /A (c) %4 CAP 4 GRIND SMOOTH E31 .____ L 1 y \ NO.TO SNIP TOTAL PC 9 0 Len th q0 5.5. ELL. 1-f SIZE REMARKS (3" 1 i A b r• SNIP MARK NO.PCS. MARK FT IN ONE 234A WALL RAIL \ '0 _ CV,' 1J ONE - iV4 0.D. S.S. TUBING - L/F 304 E q0° 5,a. ELL. � "` FACE OF HALL b ; ' PLUG WELD-'- 1‘._._..,1 OR SECT1 N A � SCREW 6 a 5.5. WALL RAIL BRKT 2V2" TO WALL ,, gib ,, 171-7% a 2 b IP4 0.D. 5.5, 90° ELL, +416 (17"-5) +2 1 c I1/4 0.D. S.S. TUBE CLOSURE d iP4 O.D. 5.5. '90° ELL. /2" TANGENT F.- .A 1 .A I { 1114 O.D. 5.5. SPLICE Li K b ,/ \ T SECTION8 ONE 234B WALL RAIL , 0 F.O.FIN. �,l16 WALL ONE IYq" 0.0. S.S. TUBING L/F, 304 ''''''''--; ''''0 k f M /2 2 a , TN / /al \% Sp 9 igif (03,, I c _. \ 0 \ #' * /51 TOP NOSE SHOP NOTE: ,..,,� WALL (F5) OF HANDRAIL , Qj 8 4 1 co CONTR. NOTE: 12 I = PROVIDE E_OCKING IN WALLS TO RECEIVE LAG SCREWS r dry VP F.O. WALL a i STD. BRKT (F5) 6 PLCS irr , / \ a , . rf, ,.11 F C.) \--- t ONE STAIR WALL RAIL 234A d ,,.--'" q00 5.5. ELL. i'4 (c) W/I 2' TANGENT CAP 4 GRIND SMOOTH / \ I 4� 4 / q0 o 5.5. ELL. , r I b \ fc diF/ . q00 5.5. ELL FACE OF HALL b SECTION C . ,, 296 ,,,, 0 , 4 --El . . 8 ,e r . itE T.O. WALL pp , ._) Lir 24'4 �?q 75i3 0 7r)+1 12 - Iri, �,, TOP NOSE FIELD BOLTS 11 .4; r 8 - k$0 5.5. LA a SCREWS x 3V2 a i:c1 1 S.S. BRKT (F5) 2 PLC5 b PAINT 'DONE SHOP NOTE: ,,spe►- MATERIAL STAINLESS STEEL 304 F.O. WALL WALL (F5) OF HANDRAIL ge, HOLES CONTR. NOTE: .«•. 7/160 PROVIDE BLOCKING IN WALLS ELECTRODES E70XX TO RECEIVE LAG SCREWS BOT. NOSE J $ I! 4I SURFACE PREP. SEE SPECS NO DATE REMARKS NO DATE REMARKS 4° a� DWG. REF. U E5 REVISIONS �`ri "�" r � � �,� � � �. ---mow, r 6 2'-3 ` . o HONSER STEEL 2'-g rah. 2 INC `1 0 L. Fo 8235 N. Kerby Lye. Portland, OR g72I7 Ph. (503) 28q-q326 Fax. 28q-g431 EXPIRES: z.-3, -c CONTRACT NO I ,� ti �� DRAFTER MN 5TRUCTURE DARTMOUTH S0. OFFICE BLDG� DAT ONE STAR HALL RAI L 234E DATE OI/2g/08 TIGARD, OR CIIECKED ,, DWG NO steelDratt Systems Inc. (360 750-4812 Job# 0716-265 — � G TITLE S.S. WALL RAIL DETAI LS DATE 234 0 --- - _ .......... ...010.....0,001* ••••*1.........• ..........,.. .... .. . . ......... r F.) ILL 01— AIERIAL (c234) J'4 r_CAP 4 GRIND SMOOTH J` NO.TO SNIP TOTAL PC Length SNIP MARK NO.PCS, MARK SIZE FT IN REMARKS Dill.Q0° 5.5. ELL. 2! b23 S.S. CAP 4 GRIND SMOOTH (c234) ONE 235A WALL RAIL I I / - ,� J ONE - Il/a" O.D. S.S. TUBING L/F, 304 ♦ � N. PLUG WEL tY'' V.____.1 q0° 5.5. ELL. b234-q0 S.S. ELL. .SCREW I 2 x234 5.5. N BRKT 2V2" Z TO LL b234 FACE OF , dALL ALL RAIL B WA , 3 b234 1I'4 O,D, S,S. q0° ELL. 5E1TIQN ECT ION a23 2 c234 IY� O.D. 5 5 TUBE CLOSURE PP. I�AL RAI 13RACI(ET / �, II ONE 2355 WALL RAIL E � CTIO C ONE I I/4 O O.D. 5.5. TUBING 24 — L/F, 304 r--- --- E-7-1 4 . A 7 a23 b234 � 2 b234 40° ,�, 2 c234 y F.Q. WALL —_ 40 D",, tifill (., ): cc"1 7% / SHOP NOTE: WALL (F5) OF HANDRAIL A TCP NOSE .4•00.011 :10 1;tdi a234 , . b234 S.S. BRKT (FS) 2 PLCS CONTR. NOTE: I PROVIDE BLOCKING IN WALLS BOT. NOSE TO RECEIVE LAG SCREWS . 7/4./4441,4. V2 0; 2'-1 \� \ ONE STAIR HALL RAIL 235A , ..■•■■••■•■=1001W 1 B b234 AI (c234) DITI CAP GRIND SMOOTH —\7t - t;--amINE qQ° ELL. �s. FACE OF WALL 623 ‘,,tl°' / `h ■,'L �,, --, SECTION �°� ft (1 wool CONTR. NOTE: , PROVIDE BLOCKING IN WALLS TO RECEIVE LAG SCREWS ff I ,t4 a234 _... STD. BRKT (FS) 7 PLCS 5H0 NO D P NOTE: w�►"' WALL (F5) OF HANDRAIL �, FIELD BOLTS . . 1 . 0. C q - 4'130 5.5.LA:. SCREWS x32 I b234 PAINT NONE MATERIAL STAINLESS STEEL 304 HOLES 746 ba. . ELECTRODES E70XX F SEE SPECS NO DATE REMARKS NO DATE REMARKS ��ED PRQ��' SURFACE. PRE F. �,'`e3 , 11114 p DWG, REF. # E5 REVISIONS 18•-4 ,dam I o - HOW STEEL INC.0 1p odb 4:t.^, �, 40 L. FO 8235 N. Kerby Ave. Portland, OR g72I7 Ph. (503) 28q-g328 Fax 28q-q43 { , o ON E STAIR NALL. RA IL 2356 a SIRES:la-.-3, DRAFTER MH - DA RTMOUTN SQ. OFFICE BLDG CONTRACT NO } 9 STRUCTURE DATE 01/A/98 TIGARD, OR L DWG NO { _ CHECKED SteelDraft Systems Inc. (%O) 750-48/2 Job# O7I6-25 DATE --� DWG TITLE •5• WALL RAIL DETAILS o Y 235 1 ._ --