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8005 SW HUNZIKER ROAD VLMK Consulting Engineers 35336W KELLY AVENUE, PpgTLAND. OREGON 97201-4093 VLMK Consulting Engineers VLMK Consulting Engineers �- (503)22244531 FAX (503)2469263 3933 SW KELLY AVE./ PORTLAND, OR 97201-4393 - '1i-T�' -=s-�_ _ 3933 SW KELLY AVE./PORTLAND, OR 97201-4393 cw,tl_d&--t waE PRINCIPALS TABLF OF CONTENTS (503) 222-44531 FAX 248-9263 _A:Am + _ _ _ .y (503) 222-4453/ FAX 248.9283 .1m rw -.24z�- ev auca ALFRED N.VAN GCMELEN PE 3.7<u Z%e Bnwir`la .�L Ow - L/9!. MINES E KNAUF PE l91NM<I.AS TFC _7 ASSOCIATES GARY LEMS PE , STRUCTURAL CALCULATIONS GREG SLEFGEN PE �YF�T 7 N IwYLIN0 HEMP PE 1. EXISTING TRUSS ANALYSIS l R-I Bnd TR--t JONA,BROOKS for 2. NEW CMU OPENING HEADER DESIGN LI-1 -2E1�3. NEW T.S. COLUMN TS-1 MACGU3[C 0,`A3u WE3 JGra,a AT 7'-L'" O.G- 7v�•� �"O Esc--' LrG 6= T�ae.p . 27j /h - S!•OW LGY•O jSPSP Gage Industries T. I. Oregon Tigard, Ore r yam, 9 g - m crmc lSppF vEcra-.:., ,.30 �.• for - co• 02.,$ E r-`.. oc -1 >� - Sae=<.c<fc /.00 'a•- W' Zc.a1°l. Shur Associates - 133 S.W. Second Ave., Suite 301 T Jn< Lo•� • 4' -• Q� a b zol< '+ 27Th PII z7;Ib 1 tv-Z U K r R� Portland, Oregon 97204 ``` ,�•e•� _„ 1 1 / T - (✓e.Lx ti a• r .<a ware Aar . Lo•a / (� S`VPCO PRp(f ,p Sss .1-..oe.. •o< 9t+ai r•c r. a'....o < �L X<+S)Z/& a 7 w 1� 7> LOAr- H i ✓ K 15457 I \ � Gg` a✓ !. /Sr Lr..E� tee" /.rc Co•-.ral.•zr � ao'b Ir< ~ f; C1. �_ �Ff ✓93 ` e. a p] IF P OREGON' p.1C F SSTAAl� L 'r 707 J. Ba - IU .•<L,,,., z,.J Li I tLr<,earx Co.-E3_.xr 0 CL-%,L •G.Olbkilk7y')(fr) >« E a 1E,Sc+xe.1 C..>•e7Pr- o, e �•r /T ;/•71 - 3aq Ls•.r+. /1:ac . 507.+Ba peecw c7. 1-..xt 2fs.•aoae4e A3taa,,E 2c.: '-u" W � uF•-..Ea. W.-Lt A (rZ ~/61:63 �ai...,..a OIL" oAF CL.A•,IIL AcILOea 5.,-mcsst- 52 ' C13 y/.44N•k;� c , �,,,a /C•GOX So t>� j VLMK Job Number 96292 %vamficSI r W klb j 613. C 3 I;Y] C= • II;I SY •S CM3 7 ] v 66 . Cr as �aPeE • (7.810/('424 x7.3 '.L.L.) g-a I Ib 747Tn4. 4o-Zs- 3r$U$006 SW 6005 SW Hunziker Rd SUP 98.0297rizder Rd 8005 SW Hunziker Rd 6005 SW Hunziker Rd BUP%-0297 BUP 98-0297 UP 38-0291 3013 4 Of 13 MEMBER 10f 17 20/13 - --. VLMK Consulting Engineers bL�s a.•_.r �' n ryy�amsm -r_ _ 9 VLMK Consulting Engineers IMM g50r NM44. ..Lud C L E A R A P A N I N F E E T C L E . 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TOOL REPAIR co — cr) ---1 u-1 __ cn a CZENER�L NCTES �-- I EXTEND Ei<15T�NG SPRINKLER ENCLOSURE r� GRINDING AREA - -- - � .-- -� � � WALL 3'0" ^\ -i"SDIAMETER GUAR, RAIL IPC5T5 SPACED ro'O" APART (FILL W'CCNCRE T E.' l� � •'� �N5T -O FcOLL-UP C.H. 7CCR r� WITH : HOER F;RE RATING. NEW EXIT DOCK WITH CONCR�'r_ P:-"TFORM � NANO R4IL5 TIED :NTC E'/,!5TiNG RAMP. N-:NCIC.IF PARING 51GN PER CCCE. :CNS-TRuC'EC �Y M. STERNS CONS-RUCTICN CC. (o CJFFICEir.�CTCRI H.aNDI•C•=.F F.�MF WILL 5E ri -o' lLlpE =:ATN. F..,R N._. ( -1 ❑ II oR -Ro" BLDG TO R4MP. FCRI 2 4 2 5TRiPc ,,REA -'5 6i-!oWN 1=0R I,.C. .jCGS�;, L'O"DING -SND UNL04DING. ( , iN5T4LL I'-iANI;IC.aP PARKING SIGN r=E;c -- - ------- --- ----�� — _-- — ._ — 1� TO READ "VAN ,aGCE551=1 _._. I 1 L � � w� w w liiirar i� : �� '� — j I F3UII.DING CODE INFOF�t"1�:'�ION ' a I �� I fi=b I N� I -- ---__ __.- - ------ �. ~• • CODE t%" UDC DUILOP4 TfP'EI T` IWE V-N 0CC PAHCY, GIIeD�F,1XVI6I0N 2 - -- - - - - ---- --- - -- ------ - '---- _-_- _ _ _ - ___---_ 9 ■ I ■ II ZONING DATA PAWM _ °• I af�ll i L, FNIa1�Ep PRIODIACT MA►�'AGTURNCs i- n RECEIVING I COfTACT &PACES 1-21 (e'e•x•15'0•) BLDG AREAI e0,10O OP. OTD OPINCES 21-10+ (e'e'Xb'P)') 61TE AREJ6 351040 6t. ■ 1 I. ■ _ I�� REGUIRED LAND&CAPNG= 15% (50~ 6P-) -- -- - — — ■ - ■ ; ' I I Y-O• 4'-t• VlPLCrrEEO F'1ER 6NFFTr 40 PEROONO MAX. -- _ ---- --�—�- _� -- 177 TIGARD,OREGON I T a122'J cel ■ I _c., l . ■ \ RAMP UP �1 ■ ■ e,_o, rr SITE AREA BREAKOC" •�• �\ TOTAL AREA Ar4111EOX� 300,0" 6F. ; Y a l f EXI6TN2 LAMOCAP� AMAX 61000 OF (2061►) S ,t1 fit O :f. LAPCOCb REGJfREhlNTb 4b~ (� rr /� . �/E E L�E T/�1 I L. ■ l �\ ?} I � ;' :`,CY ;� AVAILABLE APIA 1'OR ADDITf7NAL PARICII•Idt Ib001t! �I /� EXI6TM DUILOM ARE14 , T�T - T �-i ■ 1 GAGE DUI 1 �'�i LDNti.b,►4r3 6F Z .. E _ 2 — — I :'� �� • allwAtuR� euiLONQn 4050® DF. sod a$�r' � .�• 6. ■ OFFICES ■ tl'�br� .r' Rf ('a OL ■ Q A"ROAD MACKS c . . w w wwww■ w er ew■�wI w w • ..• // _ •: •: • : . pi"Tim visitor Arkin 0. �� •:. �� a i r lil� f=AfRT I ,4L �L- OOfR FLAN WITH OFFICE � NORTN � - - ,L��e ','.�:1 � �► - rp�.�r� r -- / •we r �rwle r +see or .w• , SITE PLAN NEW GAGE INDUSTRY LOCATION ( w 8005 SW Hunzlker Rd SUP 98-02979uf 13 , IF THIS NOTICE APPEARS CLEARER THAN THF. OCT S I�8 I OCUMENT.1 HE IDMUMENT IS OF MARGINAL VITALITY. II�III�I�I!I!I I!IIII!�lIII! ` 1111111�11i11 I ill�l!IIIIIII!I !II!Ilillll!! 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RAMP -- - - - - -- - �--- -- ---- _--- -------- - _ - -_ LANDING ramp-up 1:12 5/6' TYPE X GYP BOARD --- 5/6' TYPE x 4 Y ARD 1 L 1 PDO n > -- ---� ' , '� - -- - ----- ---- --- ,:JP4 1x12 J016TG PER PLAN ON 2x(2 JO{6Tt PER PLM � •• R yW�� ,� \O - - - - -- -- IN 6M660N LLI0210 HANGEF46 N 6MP60N LcA21C HAWmERS t) ) J 1 14 u- PTD I I 1 _ (TYP) (TYT) l vI µ 4' TYP _ L�X4TI�. 2 HR 6EPARATKIN WALL - — Ex16TINi 2 HR 6t:PARATiuN WALL Q ( P TION ) (' Y ) O A 7 HF 6E ARA WALL) 2 ►#�!6EPAIQA ION LLL4LL 7�� 1 MANUFACTURING,-rRAININ(i -- l F-' 1 I OFFICEMI OFFICES 7 , I/ _ I I I I I I b- '- - 8 °' ON 2x4 GrJDG + w' O , - bn' TYPE* x GYP BOARD ' r[l v - J __ WITH R-II BATT BETLEEN 6TLL76 6/6 TYPE x GYP Dt)4RD /� �� - I I _ ha n�r a i I /� - I - C - - - - 1 `` - I A- 1 I AN 6c4 FIRRl ICx 6TYZJPM! 24' (�[:. c�YF■) (Tyr) 1 1 �? `n Wc7MEN81 TOILET MENS 1gILET (� 1 I i V r --- - I --- I 4' 4' , I r -- - 1 _ L _ J r--I f ---1 I ; - 2x6 P.T.PLATE ON EX16T.CONC.GLAD !, 36 4 42 ! I I 1 4r I l� T Wr 1/2'DIA x 1! E�AtV6iOhi DOLT C,R•4p DARE �' r-� - -{ r- ---i- I AI4C44OR a 46'lTYPJ PER CODE I I i ! �I --�' f` I `T 02 e q L__- '-J L_•--__J ! F I ` I 01 --- 04JOWN CAGE TO MATC14 EX16T. L_J L- -j n/ .__-----i�--- -r-- — _I _--------- - - - - ;o lam.- —_ ON 3'-10' 2 -I1' I 2'-11' 0 0 _ FLooR14GT ON EicI�GTF�rs ca4eLAe -- __--- _ MR P'T.'R "dGTwcTlao(TYrJtu -�J _-L -- 1 1 1 NOTE: COMBINATION A/C AND HEATING O 1 UNIT TO BE DESIGN/BUILD BY +�tt CONTRACTOR I _V)AL- L DETAIL - 2 _ WALL DETAIL A-I 1/2' P-0' A-I I/^' 1'-0' t ,`nn 1 Y-b 2x12 RM J043T Wv 6OLID LRLOCX240 -� DETUXIEN JOIGT61 FASTEN TO TOP PLATI14 AND TO J016T6 M'ER CODE (TYPJ -+E TAPE AND MLD TOP OF WALL :rrPJ TAPE AND MLD TOP OF WAIL (TYPJ I f v - 6/6' TYP! X GYP DOAK - -- 5/6' TYPE X GYP BOARD [L 6/8' (1 ON 2xI2 J016T6 +D'OG. ON 2x12 J046T6 W' OG. d J (TYP) (TYP) \� - 6/6' TYPE X OYP'OOAI� WO' TYPE X GYP BOARD ON 2x4 61LDO + 16'OG- ON 2x4 6TV;'6+ 16'Or.. WITH R-11 BATT BETIIE*LH 67D6 WITH R-"►JATT DETWENN 6TW6 (TYP) (1'YP) OFF E5 I 3 NEW G�_ 4L ITY CONTROL OFFICES }-- (L 1 - 1 1/�41. = 11 - 0 " lU — 2xs P.T.PLATE ON EXIT.COW-6LA15 2x& P.T.PLATE ON EX16T.COW-GLAD 0 f ll UL 1/1' DIA x 5' FX0AN6ION BOLT WI VJ•DIA x 5'E,WAN61ON DOLT l\J! t ANCHOR+ 46' l TYPJ ANCHOR+ 46' (TYPJ - RANXR DA6E TO MATCH EX16T. - 1i�DER SAGE TO MATCH EXAT. - -- (TYP) (TYT') O . EX'S'1NG RAMP P '2x12 6OLI0 BLOGK"JG STUN J016TO - 2xD 60L10 DLOCIG"�3 STUN J016TO N ENTRY PER CODE (TYT■J PER CODE (TYPJ RELOCATE TE JI744 ! 80TC 4 GEAR TO TH16 WALL J/ NX16T.ELECTRICAL PAMM I - LOCATE HANDICAP FOLWAN AT CTIt OF WW-L __- — -- _ - 3 WALL ETAII- - _ 4 WALL D TAIL<3> A-1 1/2' 11-01 A-1 1/2' I'-m' 11— O RELOCATE DOOR ,1 11921OVE 6TAIR6 PROM HALL `- 5n' TY1°L� x 6110 Do.1RD S,S' ti Y'PE x aYT BOARD ON 2xD J016TO+D'O,c. ON 2xD Jo16T6 +la' Or- (� (TYP) (TYP) z \J � D/6' TYPE X 6110 BOARD 5/6'TYT'E X GY'P BOARD <1 l-1--i CN 2x4 6TLD6 A I6.O.G. ON 2x4 6TLD6 + 16'OCG 5/6' TYPE X GY10 BOARD 5/6' TYPE X GYP BOMB? �\ WI H R-II 15ATT DETILEEN 6TLD6 WTTW R-11 BATT DETdEBN 6TLD6 ON 2x4 6TLD6 + Ib'OG CII 2x4 6=6+ W Or- WITH R-11 BATT DETUEEN 6TID6 UATW R-11 BATT'ETUEEJ4 6TLD6 FLAN HANDICAP lRE5TF:OO1"i FEmcDEL (TYP1 (TYl■) /t - 1/ 1/4 II - 1 I - 0 II-- ----- -- ----- - 4xI HEADER — 2x6 P.T.PLATE ON EX16T.CON-GLAD 2xb P.T.PLAT! ON EX16T.CONC.GLAD tW I/2' DIA x 5' E(PAH610N BOLT UV 1/2' DIA x 5' EXPAN610N BOLT .r-- HM PRAM (DOOR OR WIWOW A6 REC"IRED) HM PRAPV (DOOR OR WR4DOW Ab RECUIRED) ANCHOR + 40'(TYPJ ANCHOR• 40'(TY'PJ I I WA9BER SAGE TO MATCH EXWT. -- IMAM"SAGE TO MATCH EX16T. 1 (Tyr) (TYP) I I I I Q r•- 1 o w_ (P h uj V/ 5 WALL DETAIL b WALL DETAIL '1 HEAD DETA�_ 8 AMB SILL DETAIL _ A-I 1/2' I'-m' A-I 1/2' ■ 1'-m' �o -`� - DOOR 5CHEDULE / WINDOW SCHEDULE FINISH 5GHEDULE i ~ I No NOMINAL DOOR FRAME DETAILS D LABEL REMARKS ~ SIZE V - x T'-4F:' I HM 1 HT1 !'F 1"" 66 PUGH sATE6 ROOM NAME !C � � J�' (/ '� COMMENTS _ _ APD KICK PL. TE MENS TOILET A B C D E F INSUL. WALLS C_EILIW-s }" `-1 PROVIDE 66 PUGM PLATES WOMENS TOILET A B C D E F INOUL. WALLS 4 CEILING I HM 2 HM - -- — -- -_-.___ - _-- _____-.- _-__-- -- APc Ge IGCiK PLATES-_ QUALITY CONTROL A B 1 E F FLUSH PANEL GLASS PANEL 3 s'-o' x T'-o' 2 W I "m V4'WIRE a+-A" OFFICE 01 A_ 8 1 E FDOOR T�I E 4 a'-o' x r-o' 2 Hr 1 HM -- -- -T OFFICE 02 _- A B 1_ E F — - g s'-o' x -o' 2 HM -- I - __ -- _-- ---- - v4' wlla>r aL AbG ITEM DESCRIPTION � A SHEET VINYL FLOORING. ARMSTRONG CORLON OR MAN'41NG FIELDS ►-1 f s'-0, x i'-o' 2 HM 2 HM DOUDLE SWINGING B 4' COVED VINYL FLOORING: CONTINUATION OF AB(-AE - - C GLASS BOARD: TO 4'--0' ABOVE FINISHED FLOOR ---- - s'-o' x T'-O' 1 HM 1 w D GLOSS ENAMEL ON 5/8' MOISTURE RESISTANT GYPSUM BOARD j E SEMI GLOSS ENAMEL ON 5/13' M.R.G-B. / ` S � g µ'-o' x N'-o' — --- -- --- - ---- 2 HR ROLL-L4■Doae_ F GLOSS ENAMEL x r-o• I 1411 I HM _ T HR FIRE ACCiEG6 WAR UAM G EXISTING CONCRETE FLOOR O �.1 _,_.._ NM---� - - 1 GLOSS ENAMEL ON 5/r3' GYPSUM BOARD .� t� - _.-- W-1 4'-O' X 4'-0' 3 HM V4'WIRE aL.ASS --------- -- ---- _-.-- - -- -- - - - Q DOOR SCHEDULE LEGEND t 2 3 GENERAL NOTES, /� rr f I I III p I. ALL DOORS TO BE 13/4' THICK UNLESS 0THERWI5E NOTED Dccf;R FRAt,*-lE,5/WINDOW FRA1IE5 MATERIALS: -- -- ---- -- - --- ---- -- ---------- HM NOL L OW METAL �. � N 8005 SW Hanziker Rd w sup 96-0297 10 of 13 v IF THIS NOTI(F APPEARS CLF.ARFR THAN THE OCT 9 x998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROhI MED IIIII�I�III�I Ili�l�lilll;l ( illllll�ll!II I IIIIIII�II!It 111111111111 i i111!'11�1�111 IIIli1!�Ililf I (11111111111 I IIIIill�lllll 111111111;11111 I Ilill�llilll) 111111111�1�1� INpI mmw 0 wft i!IInI!I i!illi!i !!!!I,n !!hl n!Iull!uthtl!null!+I nlllln►nnhrlt rmin— inilnl uuhltt ultlunhltll!tn;nI!nn�iII1111II1!unll!�muti,lnm I,tltul Inthtn artinn mtlutt and ntulhm nlhtll unl!m In11an nnl�lu n, r • r r I WF 14111"WIMMIRrell 1 STRUCTURAL NOTES IIA GENERAL J �' 6,!`TS - _j TrP , . LA 1 There Holes set minimum stat+dards for construction The drawings govern t!1 i } over the general notes to the extent shown ; 2. Controctcr &hull vol all dlmentli and conditions on drawings and in .LVW V! �_ field Coordinate locutions of openings Virough floors, roofs and wolfs 1 Na AT -. I SAW CUT E'•ISTlffG with architectural, mechanical and electrical plans Notify VLMK Consulting "RU$HEG Fu"n - r l'tN1iREtE .,aa a Engineers (VLMK) of any discrepancies CONCRETE 3. Contractor shall provide all necessary temporary oupport prior to completion s -: Of vertical and lateral load systems. VLMK hos riot beam retained to provide tr^ - - any services related to job site safety precautions, or to review the moons, — methoas, techniques, sequences• or procedures tot the contractor to perform dark. Unless we ore specifically retained ona compensated to do otherwise. our work is limited to the design of work described on Ou, drawings for thisproje 4 Wherereferenceis mode to ASTM, RISC, ACI ix A other standards the latest IaauO shall apply ._ Rl S Inspection and/or rta job superon is not providetl by VLMK 6 All work shall be in strict compliance with the latest edition of the r w Uniform Building Code (UBC) as amended by the Slate of Oragxl and oil other ---- � ! state and local building requirements that apply 7, Mechanical equipment, mechanical and sprinkler piping larger than 2- F t�j,4y diameter or any other items prooucir.g o hanger or support load of over 50M Q shall be hung by a system approved by VLMK Any hanger or suppol, producing Q a load over 200# shall hove additional framing installed to tronster these "`"--"--- • foods to the main structural booms a wall unless otherwise approved --- - - 8 These drawings have been prepared solely for use In the construction of the X 1 1/2" UTA STANDARD pn.rect located in Tigard, Oregon Poaae&Llali of these drawings does not < /PIPE RAILS grant c licenfe to construct or fabricate the whole, or porta of this I prosect in other lo•attune _ n, SITE WORK 1 Fill material to consist o, a granular material or condit,onsJ site material. Place fill it lifts not to exceed 8' Gnu COnlPoct to 93% stondGUARDRAIL PER AASHTO 1-180 under footings, under polled ureas and under floor slabs STUD WALL 2. Base material Immediately under slab to be 6' toyer of compacted crushed PER ARCH rock i tPOSTS Al (2) _ #4 X CONT 3 See specifications for ada•tiondl Inforti mcon �,, 6'-00`' O.C.0. MAX CONTOUR GROUT TO DIRECT WATER FOUNDATIONS AWAY FROM PIPE NEW 5' CONCRET'` SLAB /4 X CONTINUOUS rrcyy 5' CONCRETE SLAB i I Design sol, pressure 2000 paf Ll Dors Ul arsumaa ' U AT 1R O.0 OVER / SAW CUT EXISTING W/ N AT 18' O.0 OVER\ SAW CUT EXISTING 2 All footings to bear on him, undieturDed sod or approved cwnoocte4 fill BLCCk-OUT INSERT FOR 6' CRUSHED ROCK - TYP. 6` CRUSHED ROCK - TYP. 'o i CONCRETE SLAB AS �— ETE SLAB REQUIRE° minimum 18' below final grade Noll VLMK before proceeding if any unuscOl HANDRAIL WITH (2) - OPr'POSING conditions are encountered In the footing excavations. (2) - A6' ,3 TIES X 9- �VARIF' VARIES 3 Do not excavate closer than ? 1 sloe below tooling excavations - 4 Clean all faot-ng excavations of loose motorial by hand 6' X 5 Excavations may be mode under continuous footings for pipe% Etockfill to be , approved by VLMO 3/4' SLEEVE ANCHOR 4' MIN CONCRETE EMBED EACH WAYfdb•• v 0 a8 .tl 4�T go 48 b 1. Strength. Average concrete rVength ole determined by jab cast lob curer. / J/16 �gw cylinder to be 3000 psi at 28 days plus increase depending on the, plant'% _ / 3 X 7 X 3/8' BASE 3 standard dediat,on or specified in ACI 318 1 1/2 DIA. PLATE W/ (2) - SE (NA io 2 Minimum mix requirements POST DRILLED A.B. AT 4" O.0 Location Compressive Slump Min Admixtures O strength (Q) cement (ps',) content t dA�- PI ATF Passings '°°° 0-5- �, Han° 1 CURB/HANDRAIL DETAIL _� r—, 2 COIV,^^.RETE SLAB AT WALL ,3 Slobs on 3500 2-4' 51/7 WRA (b) CONCRETE CURB Grade ( ) 5- FDN-1 1 i -0 (interior) ) C.C. d illN-2 FDN-3 Slabs On .3000 2-4' S 1/2 WR A, AE (C) Crode (exterior) _ - -- , Walla and 3000 ?--4' S 1/2 WRA/PT20 (e) Columns - -- _ 3 Mls.:elluneous 3000 0-5' S Wf:A S-1 u Slump exceeding specified lir_its shall not be Incorporated in the � — project except by written approval from engineer 3 D A[ rotor redo ung agent F DAMP- F Provide fire sprinkler r - r C AF t air entrainment% cal ,gD,I,l -�-� p otection in all rooms and behind the soffit above the rarnp d Up to 1 1/2� cal, chloride (C.C.) allowed tlurir,q Cold reQ;ner and slec�tr'lhal eQUipRlent. O $ e Pozzotec 20 (P 120) squired for concrete placed below 40 deg F - r_ _ 3. Place and cure all concrete per ACI codes and stundords I V ; Zt 4. Sleeves, pipes Or conduits of aluminum shall rot be embedded ill structural I _ concrete unless effectively tooted �� R P -- LLL REINFORCING LAI DING .x l All reinforcing steel to be ASTM AbtS Grade 60, except ties, stirrups, and it .� dowels to masonry to be hrode 40 I � y 7 Fabricate and Install reinforcing steel according to the 'Manual of Standard I I I E \ l LU Proctice for Detailing Rein'orced Concrete Structures' ACI Standard 315 + 3 Provide 2'-0` w 2'-0" r_mcr horn to matcfi horizontal re-nforeinq in poured- - in-place walla and forting- of alp corners anc intersections __------------------------ -------- _-_ _ II WOOD FRAMING - --- -{- - = -_ ----• ------------- -_~ I ---- --- - 1 All timber species and gr",,ee to be as follows (unless otherwise noted) �, 7 W I -- a Joists, Deems and stringers........ ....Douglas Fir #2 I \�> /II ._ - ----- ti" nam And greater beams and stringers.Dough! Fn #1 � `' nt.NO HAND eAx. AV w e(AY D Bucks, blocking, bridging & misc.........Doug Fir or Hem Fir N,i T'-J KV01O LAdiJINa ( r Doug. Fir 'etude' or 'std" 4 y �••� ! rltEM 144W 944 c. 2 x 4 studs...... ..... --__--__ --------- s. •'- ... better , t' G f1tK+ND rAw t _ ZI _ d. 2 X 6 suds k larger ...................Douglas Fir #2 � _- - �I —• 'Z> s[LO:ArE Exist coon _ _ rel �r •______________ ___-==_`-`= --_--_r _ _ WE -f SINS, ledgers. plates. etc. Embedded m or in contact with -__ •`f i �� concrete ..... ..Praasure treated Doug Fir #? - I li 111 ►-� Posts. . ...Douylaa F{r In �.� V►:IaEx 513rYAa( Jrr wAll ADAttNT I ` � �. =•:' --r , „ TO LATCH SM Or DQOr, 40' AW%C h i ( �-� O li it / STRUCTURAL & MISCELlANE0U5 STEEL ,M _ 1 Detailing, fabrication and erection shah conform to the steel c:onabuction .. monad of AISC L/-rit 7 All steel to be A36 except os noted • .S All welds to be mode by certified welders to AWS stonadrds with E70xy I` /---- electrodes —'-- � � 4. Unless noted otherwise, bolts to be A325N for steel to steel cc,;.nectiana and A307 for anchor Dolts and connections with wood. Provide standard plate wQlhe/a under QII Dolt head! and Huta in contact with wood. 5 All structural tubing to be ASTM A500 Grade B, Fy . 46 ks All steel pipe to he ASTM A501 (Fy 3E kei) or ASTM A53, Type E or S. Grade 8 (Fy - 35 / kat) L 6. AN light gouge steel 16 •' -- ----- -- _ �. -' ' 9 9 9 gouge and heavier shah be formed from steel of -----.--. ___-__ ASTIV A570 Grade D with Fy - 50 kei Light gouge steel 18 �ouoe and Iightel ll ENTRx shallbe formed ficin ASTM A611 Grade C with Fy - 33 kp' Detoil and - �� fabricate light gouge steel per AISI standords —' 7. DO not oversize drilled Or punched holes with burning torch 11 r- d �J < o 8 All drilled expansion onchors installed in concrete to be one of the ( Z toLowina'. `Rea Head iruDolt Wedge Anchor' by ITW/Ramses (LC.B 0. #1372), •�.. f, f- "Rawl Stud" by Rawlplug Company, Inc. (LC.8.0. /4514) Cr 'Sup-R-Stud` by � a U.S E. pIOTOnd (LC.B 0. #321S) Other drilled expansion anchors are AA PLAN - HANDRAILS 1 � �1 t acceptable only with prior, written approw7l of engineer. Install all I� - -- ENTR anchors per manufacturer: instructions. Provide minimum embedment and _ spacing unless noted otherwise on drawings Special inspection of expansion V anchor installation not required unless spec fically noted on drawings 9 All drilled epoxy anchors installed in concrete to be one of the following: V "Epcon Ceramic 6"Epoxy Anchor` by ITW/Romset (I.C.8.0. 04285) or "Anchor-It u'1 ti/ Fastening Systems by Adhesives Technology Corp. (I.C.B 0 04398). Oiher ,� 1 fl < drilled epoxy anchors are acceptable only with prior written app owl of A A PLAN — HANDRAILS i u engineer Install all anchors per utiles manufacturer's instructions: I• w!,-.- I � �c V�S minimum embedment and spacing unless noted otherwise on draw,:; \JJJ�VVV/ 1�e" SNeciol A. inspection it, required of all drilled epoxy anchor instal.utions Z _ 10 All drilled expansion anchors installed in concrele masonry to be "Red Head Dynabolt Sl:eve Anchor' by ITW/Rom:et (LC.80. #1372). Cast anchor bolt! A RAMP ADDITION z or Other drilled expanse n anchors may be substituted only with prio1/8. �� W written approval of engross Expansion bolts ina:011ed in masonry to be `- 1/8 .n:tolled in fully grouteC cells, in an area which I raves a minimum 3 inch L ' , inches distance to any edge of the masonry unit and a minimum clearance of 1-112 Hellos to the center of the eros: web. Install ull anchors per W w r manufacturer's instrucCons Provide minimum embedment on,.' spacing unless noted otherwise on driwings. Special inspection of drilled exponsion anchor r- -" installation is not req aired unless specifically noted on drawings Z h - _ SPECIAL_ INSPECTIONS 0 The following epeeist inspections are reSuired. Provide Engineer with cony of uJ z all Inspection reports Q 1. Special inspection required of all structural welding unites welding is done I in an approved fat ricators shop All field welding requ e� special til t 4 inspection. Special inspection of welding may be perforr, d on a periodic t basis per UBC Section 1701.5.5 to n 2 Special inspection required of all drilled, epoxy anchors in concrete or 20o I �� I m masonry CL ;Cn SHOP DRAWINGS - Provide shop drawings for all structural products delivered to the project �) 111 rr id rel • I Shop drowirgs of bidder designed items are to be prepared by, and bear the stomp of an Oregon licensed engineer (product e,gineer). Such drawings shall ' T certify that the drawings have not deviated from the VLMw design � any way, or "' - e I 1....w _I I shall call to the attention of VLMK that the product engineer has deviated from { ••t""" �- �' the VLMK design drawinq: Such deviation may be cause for rejecting the shop drawings c IW LU71 .17fv I A- I ~ 1 • r � LU . x( RAIL ROAD TRACKS / `U Vs� LQ \�� .�\ \\ \ ,'•••'�'• GAGE_ IN USTRIES FURNATURE •••••,••••/ r SALES • • w • • � \ ` �� \ ` \\ • • • • • (EXIST. BLDG) • • • • 1� li}- - ��. �%_ � - \ � w` �\`\ � •• I -AREA OF WORK (EXIST. BLDG) ••••••••• ��; n' • • • • '[ L' _" I • co l�5 I -+ � • - •~ - � �iia� •'+�•'/� 'tri ---- � i • r�T�T�I T�I • • ( J e/ �1�, . Ii � �l *� --- -_1 7 7—I_]-_L_L._L i f`L,�'•N � ulGu FILE STOR.IGE d�REa; if KEY PLAN NEW GAGE INDUSTRY LOCATION QR'' J. �'`� NO SCALE 9005 SW Hunziker Rd VLMK Consulting Engineers F I I of 1 -0297 �l 3933 S W KELLY AVENUE I t of 13 _ _ PORTLAND, OREGON 97201 WI f INFORMATION ON THIS DOCUt'ENT IS NOT APPROVED Ftp? CONSTRUCTION UNTIL A BUILDING PERMIT HAS BEEN ISSUED pB RMB (503) 222-4453 Fd.,. ?48 9763 VLMK PLOT DATES --- CB GJ8 PROJ 96292 96292S-1 6/20/96 13:22.19 RMB 'a I PAN r ,, f.,-p.�,. :.. ..... ,..:,.,ya-m[-s.�.....rlmes�w r.�:ealRx.lx!,M�r pi'T'Aa;r. w;•,rm..y�.� A' 7 f T Z 0 H W � m cn cl FRAMING REVISIONS 2 /SIMILAR AT NORTH END OF BUILDING INSTALL L4 X 4 X 1/4- / \ \ \ \ \ \ i \ -y S-2 i\ \ \ EACH SICE OF OPENINGS -T LAR ER THAN 3•-0• -— -- -- -- -- -- •-- - E*, - - - --— -- -- -- - ----- - ----- ---- WEB TEFL TINGG z • I 1 f T 1 Ll LU Z EXISTING OPEN 1NEB STEEL p ER I EXISTING OPEN B STEEL GIRDER EXISTING OPEN WEB STEEL GIRD � ' LL ER EXISTING OMEN B STEEL pR R EXISTING OPEN 8 STEEL pi: ER --- F4RTIJ4L ROOF FR4YING _ FL- 4N _ ` NORTH /811 _ 1 o„ �----- NX LL- Ln �� - O O � I � ' -- - --- - ----------- - -- - -- -- -- - - - _.-.� ---------------------- I l 1 I ......n.. � 1 I I I r W \ I 1 1 1 1 1 I 1 1 I 1 _•� I ' 1 I �- :3 .- 11 11 1 11 •Q � � w � 1 1 1 1 , •� !2 � M� � � �Gl•I � ' I I 1 O Ln 1 1 1 1 —•� 1 1 1 1 V • U I 1 1 1 1 I 11 I 1 I I ~ I W a - za r _• 1 1 I � � 1 .[ � .mow r i ' `-------------- ----------- t --------- --------� W{a. I�. ■ !•� y til ELECTRIC d SERVICE o j — .s 1K • II' K , � U �� V 1 I I 1 I I •10' CMU INFU.1 / TO MATCH EXfIISTINF I' Q I 1 Fi 1 v I I I 1 1 , L Q 1 - • , z 1 I li to -1 I SLOPE TO I ' _- - -. ______ _-___-J - ----------- - --------------_:-7______ _--------------- -----e-__c-__ _- -=i_ - ----- ------------ -_ _ --__ -___________ ____-_ ------- -- -----_----_ ___-___--_ ------ ------------------a __ __- _---- --- -- - __- ___J 1 - - - - -_______ - - - -- - - _ __ _ _____ _ __ ____ _ _________ _ ______ _____ _____ __- - - -- - -__ _ _ - - - - - - __ -------.------ - --- -.- - --- - - _y,....-, .- ____ ____ ______.___-_.._-____. _ _- ___ _ _ ___--_-_ ---__- ___ ____ ______-____------------------- - -------___-._ ___--_-____________-__ __-__ __. ______ ___ _ _-_ __ _ --___ __ -_ __ _ _ -___---__---___--__--_--� __ __ _ ___ ------------------ --__________-_-___-______--__--_--__-_____ ______----- -__--- --. - ____-- _ -__ _ __ _ __ - cn , I • oe, iy ---- - - 1 2 1 1 1 1 ` y ' S-2 i i � • ; ; RAMP UP 1 I 11 7 I I 1 I 1 I 1 I •��J� �J U I 1 1 1 I I I 1 �/ LU ... ---------------- - 73 I I I I 1 73 / AREA OF WORM, RAIL ROAD TRACKS 1 I I 1 • .�.--.-�-- L•LJ 1 1 I 1 � • ---- v fl 1 I I 1 .� ♦ • • of �,. .A.. I 1 11 • ♦ • • GAGE IN U r!i!.+. ;r'• r�rf • ♦ • • • ` ( ` I 1 1 1. • • • • • (EXIST. B •�t, ` ,r` µ14 �,.C• `} • • s • • `�J I I I I { -r--v ,�L • • • • � N 1 1 I I • _ � • I • • • �•) 1 1 I I 1 _ • ) • uli 11 JI I\ • • • 1 I I 1 1 I I I _LA- t r Lam_L-1.-�.---------------- -- -� r --- - --------."`-------- --- / J �``��+ I I I I I 1 I I I 1 I I 1 ' ✓ / _ I I 1 I `✓J/ L J J KEY PIAN NEW GAGE INDUSTRY LOCATION J. NO SCALE F.4R -I4L FOUND4TION FL- NORTH , "''' /5 z VLMK ConsultingEngineers II- ;w r.rl 9 rr Q 3933 S W. KELLY AVENUE 1 3 I,I,II r,r;n;n; PORTLAND, OREGON 97201 W r- I- (503) PLOT DATES INFORMATION ON THIS DOCUMENT IS NOTAPPROVEDFOP. CONSTRUCTION UNTIL A ®ULAIR_, PERMIT HAS SEEN ISSUED DB RME — (5�)C2re72 4453 FAPXRO2J42923 2925 1 6/20/96 21:6.13 RMS �' .. ... - .. RSM .. ._ ,�, .. .. + +@..'P!" r".�r�r^Tai+a)s+e►m:•*veiln*�qr4?u' w^+r+:.r�p•.; - .., r�T.nAx.esnrrp`,e+ry..".„rx�,,mn.+.nw,a • .. _ STRUCTURAL NOTES placement, except slob on grans reinforcrr.ent, I Z 3- Special inspection required of oil structural welding unless welding is done li O GENERAL n an approved fabricators shop. Ali field welding requires special nspection. Special inspection of weldingmay be r•rformed on a - - I N Y p- periodic In 1 ihes* notes set minimum standards for construction. r}re drawings govern beefs per UBC Ssct:on I701.5.5. aver the general notes to the extent shown. 4. Special inspection required of oil high strength Dolt (A325) instalietions. 2. Contractor shall verify on eimer lass and conditions ori ararr,ngs and in nspectiun shall be performed after bolt installation is complete per UBC 3 field. Coordinate locations of openings through floors, roofstii and walls Secor 1701.5.6. 4 //4 with architectural, mechanical and eiectricul plans. Notify A MK Consulting 5 Spauai inspection required of ail ,frilled, epoxy anchors in concrete cr S- S_ _ Engineer* (V-MK) of any d,sc•repG,wes. rncsonry. 3 Contractor shall provide oil necessary temporary support prior to completion 6 Special inspection required of structural masonry as noted on G-70 PIPE CLAMPdrawings. t BY POWER STRUT Of vertical arid lateral load systems. VLMK nos not been retained to provids Required inspection shall occur during the preparation of masonry prisms and 45' CUP ANGLE WITH - _ PO EQUAL any services related to fob site safety precautions, or to review the means, grout samples, inspection of deanaula and reinforcement placement prior to 1/2' DIA. X 3 i/2' EMBED ` CSX 6J X 20'-0' l methods, techniques, sequences, or procedures for the contractor to perform grouting, and inspection during the grouting process. Continuous inspection DRILLED A B. �\ CHORD STIFFENER Ill Unless we are specifically retained and compensated to do otherwise, during rnasonry lay up not required. 1 1/2" DIA. X CONT. our work is limited to the design of www described on our drawings for this '. SCHEDULE 40 PIPE 'G-70 PIPE CLAMP 48" DIA. UUCT Project, St-;OP DRAWINGS r EXISITING CMU W/ SCA-ID BLOCKING 4. Abe-y reference a made to ASTM, AISC, ACI or other Stontla'Ua the latest Provide shop drawings for oil structural products delivered to the project. i- WAIL y` slue shall apply. Shop drawings of bidder designed iLtms are to be prepared by, and bear the 5. Invpection and/or job supervision is not provided by VLMK. stamp of an Oregon licensed engineer (product engineer). Such drawing@ shall ' +• ty 1 6- All work sho41 be in strict compliance with the latest edition of the certifv that the drawings have not deviated from the VLMK design in any way, or Uniform duild1/2" THREADED ,ng Code (UBC) as amended by the State of Oregon anal all otherwshall call to the attention of VLMK that the product engineer has deviated from ; ) state and local building requiremits that upply. the V'LMK design drew,ngs. Such deviation may be cause for rejecting the shop ]/ ROU EACH SIDE PIPE CLAMP (TYP 16- DIA. CABLE µ� Illiii / !11 err l Design aritria: drawings. ATH (2) CLAMPS �1 - I o Basic roof live load.. //5a. Ft. j J / I/2" DN.. SCHEDULE 1 8 [ Q u Floor live load. ....15 Ft Wintl....._.... .. .. ...UBCBC 15 # i TEEL 80 mph Exposure Br � / la l WE8 u. Seismic.............. ..Zone J TRAPEZE TO BE SPACED 40 PIPE CONTINUOUS w 8 Mechanical equipment, mechanical one sprinkler piping larger than 2"r Af B' -0' O.C. MODULE -- --- -- _ .'�omet .r any other producing a hanger ar support load of over 50N � ----------- ------- WITH SOLID GROUTED CELLS P-1000 shall be h Ing by system approved by VLMK. Any hanger or support producing O Q load over 200/ shall have additional framing installed to transfer thea* [ / foods to the r. din atructurol booms or wall unless otherwise approved - ------ 9. These drawings hove been prepared solely for use in the construction of ther i l 1/2' DIA / �- 1/BJ Project located in Tigard, Oregon Possession of these araw,r.gs does not THREADED ROD ` I AT 12' 1/2' THREADED P1000 ROE)r �n o o �-- grant a license tc construct or fabricate the whole, or ports of this \ J1 Project in other locations. - I R move EXISTING BOTTOM I Remove all organic material and topsoil from oleos under the bwldin1 or PI000 WITH (2) - t,'2' DIA X 31/2" ]/1d' DIA. CABLE e � � CHORD OF TRUSS rider paved arena EMBED DRILLED A B'S IN SOLID ALTERNATE DIRECTION -- 1. Fill material to coraist of a granular material or conditioned site GROUTED CELLS TC TRUSSES PI001 NEW CSX 8.7 X 20'-0` - CENTER moterTal. Place hl: m I-fts not to Ill 8' and compact to 93X standard CUP ANGLE WITH - AT OF TRUSS AASHTO T-180 -rider footings, under paved areas and under floor slabs. (1) - P A DIA. M.B. S-2 (y_ 3 Bose material immaciateiy under slab to be 6" loyr of compacted crushed r ' 1 r rock. ! 4. See specifications for additional information. v 1 �, 1 TRAPEZE FRAMING AT WALL 2 TRAPEZE FRAMING AT JOISTS 3 BOTTOM FLANGE REINFORCING 4 PIPE COLUMN n FOUNDATIONS Yiln i` � r ' FRG-1 S/2'- 1 -0 FRG-2 112' - 1 -0 te'-a _ e+-- t. Design soA prasaurtp 2000 pet ILL plus OL assumed. - I _ FRG--2A 5. 1 -U FRG-28 FULL SCALE t 2. All footings to bear-on firm, undisturbed soil or approved compacted fill O minimum 18' below rind grade. Notify VLMK before proceeding if any unusual conditions are encountered in the footing excavations J. Do riot excuvdte closer than 2.1 slope below footing excavations. 4 lean oil footing excavations of loose material by hand. 5. Excavations may be made under continuous footings for pipes. Backfill to be STEEL WEB approved by VLMK CONCRETE C12 X 20.7 MATH L4 X 4 X 1/4" 0 03 ! Strength: Average psi ate 8 days plus determined by pD cost IDD cured (4) - 3/4- DiA THRU BOLTS AT T S 6 X 6 X 3/16" EXTEND TO standard 1/4- cylinder to be 3000 psi a ie doge Clue increow depending in the pTont'e 9' O.C. AT EACH END AND 24" O.C. FILL ROO STRUCTURE SEE 9 roam and devotion as specified in ACI ]I8. / 1 Minimum mix requirements: - 1 Location Compressive Slump Min. Admixtures strength (u) cement pa) content BOTTOM CHORD r e - /OF TRUSS _outings 5000 0-5' S none _ _ REMOVE FACE SHELL AS -� -i / (2) - CABLE r Ul "Jobs on 5500 2-4' S 1/2 WRA (b) REQUIRE TO GRr,JT SOLID r ^1 1 y 6.1 -- Grade C.C. (d) CLAMPS � 1_ (.ntenor) j 7 VERT AT 24" O C. _ _ L -113 s (2) - H HORIZ. AT I/4" SHIMS (L" X 2') ad ;lobs an '(X)O 2-4' S 1/2 1hRA, AE (c) - --------------- ----- ------ 14" O.C. --_-�- AT 24' U.C. - _- /S X 2'-)' EPDXY SET Grade Sf11lD BLOCK -- DOWELS AT 24" OC. �l - rcxtenor) - -- _ HORIZONTAL REINFORCING 70 3/4- UTA. M 8'S Nails and 5000 2-4' 5 1/2 WRA/PT20 (e) _ �'. 16' iTy 16- ot. ] - /AT 24' O.C. olumne :x Miscellaneous 3000 0-5' 5 ARA \ --- -0. /S X 2'-0" EPDXY SET , a. Slump exceeding specified limas shall not be incorporated Tri the 6 DOWELS (6" EMBED) LAP --project except by written approval from engineer. (2) - 05 S- W/ VERT./HORIZ. WALL REINF. _ NEW 3• X 7' b. WRA watt reducing agent / (ROUGH OPENING C. AE = air entrainment AS REQUIRED) d. Up to 1 1;'2X col. chloride (C C ) allowed during lace odd weather /l 1L TL, I i s. Pozlote,e 20 (PT20) required for concrete placed below 40 seq. f - `.,rIUS CABLES/ 3 Place and cure all concrett ,er ACI (odea and standard@. AT WEB (�/ 4 Pravide control joints in a4 mtell slabe on grade of 25' -0" o c each ILIL/- wo maximum unless othe wise shown on - - - Y plana. Provide Heavy (J,'4") tooled a _-- ------ ---- _ - � 'pints at 30'-0- ox in o' exterior walks and arab@ _ - _- _ - L4 X 4 L SUR 3/16' C 0 E -- --- - _... -- - - ---�-.._...._.- - -- ---- ---- a ._ � 5. Sleeved, pipes or conduit, of aluminum shall Hol be embedded 'n structural PLATE ' �-- roncrata unless effectively tooted. - REINFORCING 5 CABLE CONNECTION 6 NEW OPENING AT CMU WALL -I CHANNEL CONNECTION 8 CONNECTION AT EXISTING WALL }` W EEF / _ CMU-3 1 1/2" 1'-0 Uri 1. All reinforcing steel to be AS1M A615 Grade 60, except ties. stirrups, and FRG-2C J 1'-0 CMU-1 1 4 1 -0 CMU-2 1 1 7 i -0 = t dowels to masonry to be Grads 40. - - r.r - 2. Fabricate and install reinforcing steel accordmc, to the "Manual of Standard -� ,1/ - Practice for Detodinq Reinforced Concrete Str,,ctures" ACI Standard 315. AL.I�/- 1 �� - }� �--- o - 3. Provide 2'-0' x 2'-0' corner bars to match horizontal reinforcing in poured- - _ n-place walls and footings at all corners and intersections. LJ X 3 X 1,'4' WITH , a 4. Spee s n walag reinforcing shad be lopped 30 diameters (?'-0' minimum) and ROOF .�� 1 �� - __-� (4) - 3/4" DIA. X 3 1/2- EXISTING r v • 9 V rHE a = _ shall be stogyred at tenet 4' of alternate bars �- CMU WALL EMBED' 0DRILLED A B A AT _ 5. Provide dowels from footings to match all verticil wall, pilaster, and 9. 0 C IN 80N0 BEAM 14 column minimum. (poured in-place columns and walls) lap JU diameters or - - GUARDRAIL PER 2 -0" minimum. Ooe CONCRETE BLOCK / o« 1 Design fm - 1500 psi. 73 01 2. All CMU units to be Grads N Type 1 lightweight units per ASTM C90 dr,( to J 16 2 S" CONCRETE SLAB ! 1 a EXISIINC � intrrrmeaiats humidity candTtiwl per iable No. * e 1 5' O AT 18' O C. YI,: /5 X 1'-0- EPDXY EXISII G SLAB 3. Mortar h o per UBC Table 21A. Typw or per rnonulactwa'r recommendation J EACH WAY SET DOWEL AT 24 O.C. t0 reach coarct strength. Grout to have in,nimum strength to meet design strength and mode with 3/8- minus dggreqote. Manufacturer to submit doto of minimum 30 previous prism tests on samples with similar mix designs for r - S mortars, grout and unit members with on overage strength of design fm ■ ' n n f� i 1.333 psi prior to construction. do a+ �0 8 C R 0- g C -y If 30 previous leafs are not evadable may test prior, to construction T S. 6 X 6 X 3/16' .L/- � Z minimum m imum 3 prisms un Doted and 5 t e 8 '4 •eA ep .� °q wO enQ Z p 9e- pritlma grouted for 28 day tests o verily c F V - 4. Contractor to r COMPACTED $AND X p spore and teat J grouted prisma or d 3 ungrouted prisms per OR CRAVkL do °' w � _ every 5000 square fest a1 wall, during construction. / p < 5. All work shall conform to Section 2102 through Section 2111 of the latest 7/16 1/2" BEARING PLATE v A V �„�,� < ". t MATH (3) - 5/8" DIA. _ Umlorm Building Code. 10 _-�--- 6. Reinforcing for masonry to be ASTM A615 Grade 60 plated in centNs of cella 5-2 � DRILLED A.B.'S - 3 1/2" ll _ =� -� U as follows (unless otherwise indicated) EMBED ----�------ - -- D tL r iR 'i. p EXISTING CONCRETE u w W d. vrtTcol l- NS O 48" o.c. plus 2- NS's full height A e-3 STEM WALL AND FOOTING each side of openings, unless shown otherwise on druwinga. '- b. Horizontal: 2- #4's O 48' o.c. (first bond beam 48' from ground floor) < _ Clue 2- #4's of trip of wall and of each intermediate floor evel. L3 X 3 X 1/4- X 0'-3- 4'-0' '-3' / ' $ c. Liri Less than 4'-0" wide---2- 04's in bottom of 8" deep lintel W/ (1) - ,7/4- DIA. X 3 1/2- 4nter To 6's: wide----2-corner in bottom of 16" deep Writes EMBED DRILLED A.B.'S IN SOLID C d. Corners and intersections: 1 21" x 24' canner bar at each I J oI r o tw Z :c GROUTED A_LS AT 4'-0" 0 C. ® pp bund beam dome sirs as horizontal reinforcing. I O.V N VERTS AT 4'-0" O.C. &S- contains J__- W/ STANDARD HOOK - U O.N.? Electcal boxes, conduit anal plumbing shall not be plo..d in any cell the+ /ALTERNATE D O reinforcing. 8. See drawings for additional reinforcing. _ J/16 2 9. All masonry to be special inspection. 1 1/2 WOOD FRAMING cJ - _.._ 1 All lumber species and grades to be as follows (unless otherwise noted): W a. Joists, beams and stringers..............Douglas Fir #2 6' nom. And greater booms and stringra..Douglue Fir #1 ,� b. Bucks, blocking, bridging 4t mist..., Doug. Fir or Hem Fir N3 9 T.S. COLUMN CONNECTION 10 T.S. COLUMUN AT CMU WALL 11 T.S. BASE PLATE CONNECTION 1 CONCRETE LANDING L>" ' TS-1 1e-0 TS-2 1 w 1 -0 _ e-7 TS-3 1 >■ 1 -0 C1_ �)y RT-1 1 � 1.-ON Q� - c. 2 X 4 etude.............................Doug. Fir "studs"•or "std" At -- _• � ' betty Z d. 2 x 6 studs R larger.....................Douglm Fir 12 � .. e. Sills, ledgers, plates, etc. Embedded in or in contact with concrete...........Pressure treated Doug. For #2 f Posts.. ..... .. ...._ .. ....Douglas Fir #1 Q 2. Roof, floor and wall sheathing to be APA Rated Sheathing, Exposure 1, conforming to APA performance standard PS 1 -83 and to ICBG NER-LOB. See /GUARDRAIL PER 14 1- drawings /or required thickness of sheathing anal/or span rating, Install roof and flow sheathing with long dimension perpendicular to supports and slogger and 'pints (unless noted otherwise in drawings). Use spacer tool to u m 4y�J provide 1/B" end and edge pints, including tongue and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in wall sheathing. Block roof or floor sheathing where noted on drawings. 1 1/2- DIA- S1.ANDARD 3. Framinganchors, joist hangers, 7 1/2" X 7 1,72" X 1/2" PLATE / b � PIPE RAILS j g pool cops, etc. To be "Simpson" or approved W/ (1) - 5/8" DIA. DRILLED A.R.'S equal. 4. All bolt heads and nuts bearing on wood to be provided w th a washer. MIN. 3 1/2- EMBED. 1 S. All nailing to be per Table 23-I-Q of the UBC. Nails called for on the /- drawings are to he common nails, 6. Cutting and notching of joists not allowed. 1" diameter hole may be drilled N in the center 1/3 of the member depth All other holes to be approved. r • - 7. Studs may be notched in the lower 1/5 of the height of stud for electric and \ f� plumbing pipes, but no part of the notch is to be deeper than 25% of width \ EXISTING CONCRETE stud. stud. Holes of diameters up to 1/3 of width of stud may be drilled in \ AMP EDGE '0 1 1/2- DIA. POSTS AT stud. 6'-0' O.C. MAX. CONTOUR STRUCTURAL & MISCELLANEOUS STEEL a "' GROUT TO OiFECT WATER V AWAY FROM PIPE r \I �}... -..�_ 1 Detdilinq, fabrication and erection shall conform to the steel construction v ry ` mantel of RISC. _ BLOcat-dJT INSERT FOR 2. All steel to be A36ma except as noted. e T. All welds to be mads by certified welders to AWS standards with E70XX r_ HANORAiL WITH (2) -- OPPPOSING (1) - X CONT. #3 TIES X 9' O electrodes. -� 4. Unless noted otherwise, bolts n ct A.725 i for steel ';o steel connections la anal + 6" X 6" X CONT. t A307 for anchor bolts and connections with wood. Provide atandord plate CONCRETE T 73 washers under all bolt heads and nuts in cortoct with wood CURB 3/4 SIEFVE ANCHOR 4' MIN 5. All be hlb1ng to be ASTM A500 Grade B, Fy 46 k , All steel pipe x x /ELWD EACH WAY W to bw ASTN A501 (Fy = 36 kai) or ASTM A53, Type E or S, Grade B (Fy ]S kali). -_� N } 1 LU 6. All light gouge steel 16 gauge and heavier shall be Inrined from steel of ,y i ASTM A570 Grade D with Fy - 50 ksi. Light gouge steel 18 gouge and lighter - /3 X 7 X 3/8" BASE 1 1 2" 1 1 2• 1 1/2- DIA. / PLATTE w/ (2) - Sf6- DIA. shall be formed from ASTM A811 Grade C with Fy "= 33 kill. Detail and POST DRILLED A.B. AT 4 0.C. fabricate light gauge steel per ,41ST standards. v 7. Do not oversize drilled or punched holes with burning torch. 8. All drilled expansion anchors installed in concrete to be one of the L following: "Red Head ill Com Wedge Anchor" by IT514); o et (LC.B. #1]72); �P� C "Rawl Stud" by Rawlplug Company, Inc. (LC.8.0. /4514); or "Sup-R -Stud" by Cy U.S.E. Diamond (I C.B.O. #,1219). Other drilled expamtion anchors are anchors a only with prior written approval ro engineer. Install all 13 GAURDRAIL_ CONNECTION 14 GAURDRAIL DEFERENCE anchors per manufacturer's instructions. Provide minimum embedment and Spacing unless noted otherwise on drawings Special inspection of expansion RT--2 3 1 -0 FON-1 1 1r-0 anchor installation not required unless specifically noted on drawings. - - ,te /A��f 9 All drilled epoxy anchors installed in concrete to be one of the following: -Fpcvn Ceramic 6 Epoxy Anchor" by ITW/Ramset (I.C.13.0. #4285) or "Anchor-it +� Fastening Systems" by Adhesives Technology Corp (LC.B.O. #4398). Other `1 "'- drilled epoxy anchors are acceptable only with prior written approval of engineer. Install all anchors per manufacturer's instruction!. Provide minimum embedment and spacirg unless noted otherwise on drawings. Special inspection is required of all drilled epoxy anchor installations. 0 10 All drilled expansion anchors inatolled in concrete masonry to be "Red Mead Q �t Dynabolt Sleeve Anchor" by live/Ramset (I C B.O. #137'2). Cost anchor heir.. or other drilled expansion anchors may be substituted only with prior written approval of engineer. Expansion bolts installed in r•asionry to be installed in fully grouted cells, in an area which leaves a minimum 3 inch distance to any edge of the mtlsonry unit and o minimum clearance of 1-1/2 inches to the center of the croak web. Install alt anchors per manu'octurer's instructions. Provide minimum ernbedment and spacing unless noted otherwise on drawings. Special inspection of drilled expansion anch,x i inatallatton is not required unlash specifically noted on drawings. 0 SPECIAL INSPECTIONS he following special inspections are required. Provide Engineer with copy )f all inspection reports. -- 1 Special inspection requited during the taking of test specimens and placing BoCS SW Hunziker Rd of all reinforced concret,4 except blabs c,! grade. BUT,96-0297 1 3933VLMConsulting Engineers J93J S.W. KELLY AVENUE W 2. Special inspection required of all concrete reinforcement prior to conrrele 13 of 13 F'ORTI_AND, OREGON 97201 W � H•' (503) 222--4453 FAX 248-9263 VI-MK PLOT WES: Z �� INFORMATION ON THIS DOCUMENT IS NOT APPROVED FOR CONSTRUCTION UNTiL A BUILDING PERMIT HAS BEEN ISSUED. DB R14A9 CB G.s PROJ 96292 9t8292S-2 6/20/98 21:7.42 RMB