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Plans RECEIVED FEB 8 2011 1 ...5,:::-, :. , CITY OF TIGARD „Structural Calculations BUILDING DIVISION t'. ,.. ..„c,,. _...�_ for BMPI Tenant Improvement 7900 SW Hunzi r er St rAL INSPECTsON REQ UIREI of Ors;' • on Structural S • ecial Code Tigard, OR- ❑ Concr and Reinforcing Steel February 3, 2 olts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame DESIGN PARAMETERS 0 Reinforcing Steel & Prestressing Steel Tendons 2010 Oregon Structural Specialty Code ❑ Structural Welding Ceiling Live load 10 psf C] High- Strength Bolting Floor Live Load 50 psf rti pns Allowable Soil Bearing Pressure 1,500 psf + Pa - Structural Masonry Seismic Sds = 0.76 ❑ Reinforced Gypsum Concrete Minimum Lateral Load 5 psf 0 Insulating Concrete Fill ❑ Spray Applied Fire - Resistive Materials C • F IGARD ❑ Pilings, Drilled Piers and Caissons , l'''' , l 1 .. [1,,1- Approved < •• • Conditionally Approved [ 1 ❑ Shotcrete See Letter to: Follow [ 1 ❑ Special Grading, Excavation and Filling Attached Permit Number �PGOI (-04 4 ❑ Smoke Control Systems Ad •`7702 - ❑ Other Inspections z....^ ----- B . Date: g tRUCTUFt 44 Scope of Work: 0 P ROFF These calculations are for a new (2) story wood framed office space inside t�S I N !: 1 _NO it an existin metal buildin OFFICE COPY R.HP� } EXP: 6 /30 / 111 � rt It��� `� L 'id g , E � By. Date: — ( � I Consulting Engineers Chk: Date: Structural Engineering Job #: HO 14 (503) 968-9994 (phone) (503) 968 -8444 (tax) Sheet: Of: r - -r - -T -� -- r-- r- -T - -�- - -Na 1 1 m li / I J . .. i 1 ! I ; ` 'n( ) 3 ii 1 .a , , ri> 4 L _-- » 1 1 r I • I I ' 1 /'.__ZZLZZY Z�%/ . / /.% ./Z:' — — •• z _11-- _ /_Z_Z1/_ Z1 _1 //Z /ZZ // / _ /% 0 C, , TX FPAAWB 7" LEH i J c3 SA: 15 F5 F it.: v pf 2w a FtR lt-: 5 ' I5vF (QPe;1' 69.16 . • Z F1.00f2 („e„►l■ ►ao Sc■51s , ►nax ` 22 /11): C 2o' '- 13'!= 33 36'3 199) 199) ' 1 x12 eI(vulc 4 oq 11 2) 0 e Ib'°Ic ¢- 2 - ool2 • IAE.Av Q lwoesr Cc " �. c.60.:0-> .14h . 4' ,W: ttlz)ll5t*': gee tilfty 5V 41' 2 61 1 .•-- BY C" DATE 2'3 EN CHK BY DATE Consulting ngineers C?") M1' y JOB NO WA (503) 968 -9994 p (503) 968 -8444 f SHEET 2- OF • Forte MEMBER REPORT Level, ceiling Joist PASSED foftwa^ 1 pieces) 11 7/8" TJI® 210 @ 16" OC Overall Length 23' 2 1/2' • 0 • 0 22 7 1/2' All Dimensions are Horizontal; Drawing is Conceptual • •: .. V i tti:1 : - System : Floor Member Reaction (lbs) 1000 i 2 1/2" 1134 Passed (88 %) 1.00 Member Type : Joist Shear (lbs) 1000 ( 3 1/2" 1655 Passed (60 %) 1.00 Building Use : Commercial Moment (Ft -Ibs) 2164 tt 11' 7 1/4" 3795 Passed (57 %) 1. Building Code : IBC Live Load Den. (in) 0.225 @ 11' 7 1/4" 0.760 Passed (L/999+) - - Design Methodology : ASD Total Load Defl. (in) 0.562 @ 11' 7 1/4" 1.140 Passed (L/487) - - TJ Pro Rating 13 Any Passed - - • Deflection criteria: LL (U380) and TL (U240). • Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the bottom of the joist are properly braced to provide lateral stability. • Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A structural analysis of the deck has not been performed. • 2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. • Deflection analysis is based on composite action with a single layer of 23/32 "'Level® Edge Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro'' Rating include: None ': iS'. - T'• - • - ra�.ns t" .err•- --•i � r-°f+++� �. -0 3t6'7 M ; w w d i . .X' € r t c "t- sj lopk: 1_ Stud wall - Doug Fir 3.50" 2.25" - - 232 /155/0/0/0/0 1 1/4" Rim Board 2 -Stud wall - Doug Fir 3.50" 2.25" -- 232 /155/0/0/0/0 11/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. g� • is .• . "'• - 3' s - ,� 'd� ` • r .. .. _ - - • a s j 1 - Uniform(PSF) 0 to 23' 2 1/2" 16" 15.0 10.0 0.0 0.0 00' 0.0 2ndflear Ceiling r •^ ._ SUSTAINABLE r-0RESTRY INITIATIVE • iLevel® warrants that the sizing of its products will be in accordance with iLev l® product design criteria and published design values. iLevel® expressly disclaims any other warranties related to the software. Refer to current iLevel® literature for installation details. (•ww.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1/31/2011 10:37:40 AM Curtis McFeron 'Level® Forte ' v2.0, Design Engine: V5.1.0.3 Hayden Consulting Engineers 11014 i/evel calcs.4te (503) 988-9994 cmcferonihayden- engineers corn Page 1 of 1 I N 1=1'1 \ i 1 1 i I 1 k I I 1 F , I I 1 S /Q.. 0 I N \ 1 -------7 . I, j HN j \\ L i . a I , [a ve,....i, N k 1 \ -t I 1 J 1 I I 1 1 , I I , I 1 L ............. ........:.....1... - - - - � J ' \ r , 1 ?was ti vvyafl ` I • , cli t _. . , 1 I 1 , 1 , . 1 1 . . 1 1 0 0 0 I _ ■ , T ! _ T } L . 141 rlooiZ P / NI G - 4 7 nnozie s1�. = Jito 1 °.7 5 4 4): 0 f = 107 I1 "( q. ), noo9 jfs* t6 '.47s 4•� 275' W = 80pr-A 2 no dg hFJ � � Z ) Aij = ( 23) 4 63 08*(4- 39e: 576'Z V:: 1021 ArteR . cz' 1 .t 1.9E to. oe 21a FIoO Q ‘ BrAM Z) 11.5' GK►p Dr og 'W " ( - %z) : $ S'�x cv >t,> Z qq 1 (AL :: 140e NO* 140 34 11A\ > > BY M DATE 4 a _EN CHK BY _ DATE Consulting Engineers MPS JOB NO 11 014 (503) 968 -9994 p (503) 968-8444 f SHEET 3 OF 9 iw: (3D tso)(' t(ncal: 17! 1 (1j ) (ZZ) +(4() - 33C '0I2c 1?mi .b M� z k- 7- ¶ oR [Wit it: b' *w- (1S9 10(N) iC9) ° / tYi5+65) = 611 :- 245'2 titive = 3 3 F \ou'Q . PQ- . 1%," \ 4 (goisol 4. ce _ BY (M DATE 11 e EN An CHK BY DATE 11 Consulting Engineers _ JOB NO I1o14 (503) 968 -9994 p (503) 968 -8444 f SHEET 4 OF Forte MEMBER REPORT Level, Floor Joist 'A PASSED software 1 piece(s) 11 718" TJI® 210 @. 12" OC Overall Length 19' 4' 0 0 - i • _ X 18' 9• X LJ ET All Dimensions are Horizontal; Drawing is Conceptual • a,.,. .° 3 '._ a _ System : Floor Member Reaction (Ibs) 1000 a 2 1/2" 1134 Passed (88 %) 1.00 Member Type : Joist Shear (bs) 1000 @ 3 1/2" 1655 Passed (60 %) 1.00 Building Use : Commercial Moment (Ft -bs) 3578 @ 9' 8" 3795 Passed (94 %) 1.00 Building Code : IBC Live Load Defl. (in) 0.553 @ 9' 8" 0.631 Passed (11410) - - - Design Methodology : ASD Total Load Defl. (in) 0.681 @ 9' 8" 0.946 Passed (11334) - - TJ Pro Rating 47 40 Passed - - • Deflection criteria: LL (L1360) and TL (U240). • Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the bottom of the joist are properly braced to provide lateral stability. • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 4 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A structural analysis of the deck has not been performed. • 2000 IDs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. • Deflection analysis is based on composite action with a single layer of 23/32 "'Level® Edge Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pron' Rating include: 1/2" Gypsum ceiling . z s - • r ,, y *v. "?;:i',1 r { l "z _, i »" r 'r. ^° 'w- c;-?j • r _....±°- .-'S � 7:4.8 -. ' LA, . r r (� siappco 3 i ! + w 1' -6� "x : ' if ...., 1 • Stud wall - Doug Fir 3.50" 2.25" - - 145/628/0/0/0/0 1 1/4" Rim Board 2 -Stud wall - Doug Fir 3.50" 2.25" -- 145 /628/0/0/0/0 11/4 "Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. i • 4 ,�d ,: „f. " ' .-ht 1.. --, 1 `. 1 - Uniform(PSF) 0 to 19' 4" 12" 15.0 50.0 0.0 0.0 0.0 0.0 Office Buildings - Offices 2 - Unifvrm(PSF) 0 to 19' 4" 12" 0.0 15.0 0.0 0.0 0.0 0.0 Partition Load fr ''� r . .. r .. t " -.:.,. ` ° >. () susraraner a For�srrrr irrmanve iLevel® warrants that the sizing of its products will be in accordance with iLevelei product design criteria and published design values. 'Level® expressly disclaims any other warranties related to the software. Refer to current 'Level® literature for installation details (www.ilevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is • not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure/hat this calculation is compatible with the overall project. ilevei® products manufactured at Weyerhaeuser facilities are third - party certified to sustainable forestry standards. The product ap• ication, in• t design loads, dimensions and support information have been • ovided • Forte Software Operator Forte"' Software Operator .lob Notes 1/31/2011 9:37:41 AM Curtis ivicFeron iLevel® Forte v2.0. Design Engine: V5.1.0.3 Hayden Consulting Engineers 11014 ievelcellcs.4te 1503) 908 - 9994 cmcteronghayden- engineers corn Pagel of 1 7 • eve ' Forte MEMBER REPORT Level, Floor: Joist PASSED " 1 piece(s) 11 7/8" TJI® 210 @ 16" OC Overall Length: 17' 4 1/2" . i 0 X XX 4 6' ,14 g 3' � 2' 9' 0 All Dimensions are Horizontal; Drawing is Conceptual • :r `¢ w .,1 i. i .i ..., ,; - . . dp y : ,a. C ix' � +3':3sa System E�s.. x!n_za >,.:.' =? z +.. B °.a c ' k stem: Floor Member Reaction (Ibs) 1000 c@ 17' 2" 1134 Passed (88 %) 1.00 Member Type : Joist Shear (bs) 1000 (c) 7' 10" 1655 Passed (60 %) 1.00 Building Use : Commercial Moment (Ft-lbs) 874 fp 13' 1 7/16" 3795 Passed (23 %) 1.00 Building Code : IBC Live Load Defl. (in) 0.044 (§ 12' 9 1/8" 0.316 Passed (U999+) - - Design Methodology ology : ASD Total Load Defl. (in) 0.040 r_. 0 0.290 Passed (21/999+) - - TJ Pro Rating 67 40 Passed - - • Deflection criteria: LL (U360) and TL (L/240). • Overhang deflection criteria: LL (2L/360) and TL (21/240). • Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the bottom of the joist are property braced to provide lateral stability. • Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 9 13/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A structural analysis of the deck has not been performed. • • 2000 lbs concentrated load requirements for standard non - residential floors have been considered for reaction and shear. • Deflection analysis is based on composite action with a single layer of 23/32" 'level® Edge Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro^' Rating include: 1/2" Gypsum ceiling. 4 i i ..�". # M + 1 dye w a�. i _: 4t . ..1k�1. .- 3��•.�" �.,e.��axi .m.dz s.. °...,..rh, �a',�.'"� ' .n'�;a � �"�Z:E.- 'i<'�_�:�_ _ �,. i _ . t x w 1 - Beam - Doug Fir 3.50" 3.50" - - 237 /530/0/0/0/0 Blocking 2 - Stud wall - Spruce Pine Fir 3.50" 3.50" - - 109/848 /0/0/0/0 None 3 - Stud wall - Doug Fir 3.50" 2.25" - - 8 1 1/4 "Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • }, r ' . e '' An a &K' 1` - • , 'S L � , ° ;y -,s . , F r j "" ' :, 1 ''��,:: " - -t'' B d 3 f �.L 'f t. 5_-_ r P . 1. s r•�ri<t2'.. 7:` z��a . -�, a. .., ,. . a z . ,, �t_u {*. _ � _ x St t - r ,. � sus 1 - Uniform(PSF) 0 to 1T 4 1/2" 16" 15.0 50.0 0.0 0.0 ~' 0.0 0.0 Office Buildings - Offices 2 - Uniform(PSF) 0 to 1T 4 1/2" 16" 0.0 15.0 0.0 0.0 0.0 0.0 Partition Load 3 - Point(PLF) 0 16" 64.0 0.0 0.0 0.0 0.0 0.0 x i d•i. .r .: i � 31f x " y MIA 74i i''�el - e f S t' mow.. St L _ »F �4 ,r 4 $� ��,4�': ( wu+ sTaAetE raREsnrrr tnnwmi: iLevel® warrants that the sizing of Its products will be in accordance with 'Level® product design criteria and published design values. Y 'Level® expressly disclaims any other warranties related to the software, Refer to current'Level® literature for installation details. - (www.ilevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevei® products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte"' Software Operator Job Notes 1/31/2011 8:16:21 AM Curtis McFeron iLevel®Forten v2.0, Design Engine: V5.1 0.3 Hayden Consulting Engineers (503) 968.9994 11014 'level ceks.41e cmcferont hayden•engineers.corn Page 1 of 1 8 Coe d< FF9, (64S 6 "5I -A Aims (u4 ( %s)( ) I)S4 oR C►s+65 ( (►s >c )4-0(15)• psi* u4117■ ( G " -+ 6 "i 3'fz') _ 1a29 -i■ ` 1s - ---sl &o) 1 t.cae►No 113 671 �SF t`Ac.)PSF Cod 'vh ecK Max n10a,D 1M° OM tcv+oS I , I'(T ve J - 976 4- 672 )Sqg a . 4v¢ y �,�.( { Ivy 4 )(4 fb�' A= (Via 616 ` 1,67 HZ So ■ `2 pre , REz _ 9S6 f5 ; " o� L c e:010 �, 6 - rry 40 ^ ra51 A= (s +61-6)(14+4,-t6 Lae 14 �► _ �__ 1 Q tom` -- -hokid -ip rewtt e "TY 4103 ()DST; ( 7,is'+ 6t6)(3'ri-t. +0 g,0 - 2 z )44 VS44- r 41i Posy' 54;1 bae, : data. - 1 1005 P w67 —p oR (Zl Ce;ws: CHIC BY DATE Lting E. _ %1KQ� BY CM DATE Z'�'1� VFW D 1 Con5ungineers JOB NO 1O 14 (503) 968 -9994 p (503) 968 -8444 f a SHEET ` OF 1 CQ p; (3 _ ,, l;,_ ' $EU ) : 2f5 Z-4 l5zz owl 76 cat /WA N I�coorp 3 g EAµ e(09. :) V i ? 36 ?1 ' 6-* c64-eAlb > 745 4 Z (A Kai ?V t ) � oK 4 4�t 30N1- geaR■ y = 3 °zq ) 12.0,pr OR — 17 7 ) ( 'no, 6 N'tfll -C. P ots: 3074 ,'b3'= 44fl � 'fly S ac % -±i 2.96 .9640- 'God x24` I ( n .,4 co. wp y �-- W BY CM DATE 7' 3'x` e v 4 D Eli bMOt CHIC BY DATE Consulting Engineers JOB NO 110i4 (503) 968 -9994 p (503) 968 -8444 f SHEET j° OF Sw1es; r (10i►o0)`3/2) : \ bS' (6A'NI° 51FVoleg (WOOT C45G� PT ZXI2 EAAA.u.) 4 ' itra.% %A Y, Q : z it PLADJ 4 /Z0 10t)= 713 '= 1,2 Mah. z P T. 47(6, cm.w.) 'Posts : ( �'; (1► t ( 5 'i)( MN)), ► 315 4 ;1,4 BY Cf'9 DATE Z' }Ik n 1'M� BY I DATE Consulting Engineers JOB NO it O I¢ (503) 968 -9994 p (503) 968 -8444 f SHEET H OF • 4l6QAL ANA LYSI5 S -.7L P\&) lAtel'L LOAD= Syfa.f 5€I)MK Fo 6, V: i psi 1=: Jai iZ (I4 Fop ATh r (gy1) 5h 6J 1 Q "Z moo? COIL :us AN: , W 1 . 2 :.(8 )l ' ) +(lOrS/2)(0. 1(, ? =6 " . S( l3 r f) (36b)1l•S) ti it 2 L Fiax 2"' FpuR 'g71Ao r w,- Z ')tni(rfi)' At5 CE1LZ (V5 w'( 2x - . 0 : 3.3^f W - f (zz.i5f,c401(.3) 243 I "9YQ 44- ?)F �MS�L 1.5 r5f _ fr' . 6AICZJ fume: 70- aAit ct,� u: k): �5p5f1t 23 ` x ' f10oR wT 4.k FIOU K 4 .0 (ST r)(t 411 ?) So Z112.916 % '�3Qsr ? w 919.: t, 2 ps-r 1N544 I S f) " : 7.7 f% g- ‘2p � BY C^'� DATE �+� r_ Q) CHK BY DATE - - 1 - Consulting Engmeer5 JOB NO IJb (503) 968 -9994 p (503) 968 -8444 f SHEET l7 OF .'e Nom: 44-6 0'4 sceet.6 2` naoc ( 6 'DM. eec.c - r 01,15: _ ZZ. b - S J 04300 ( " ) - 476.* J f T : 154 - 4. /rir (As* 1 336 w 19I Sd ceol ets e 7 " (-n Va =iS'K'c boo fl * VNA. Q c�CYo s � '? g (:42)( 275S# M.i,6-14rEAvo 4.4 (so ° 0( i r cn54` 91514 o� Z Z(> r 62? Q 5lotle9 Piz 2 1 boQ s`nea, L401.4: %12■1:1 ) : 'J= 161(0 1= • s' 'U" 1s �/ /rr '% `5`fP w I sc c ake @ 7e� u,:75 o-►M= (e> c►bl6 ); 12gz.z . lel(eskIsz)CfI..) 352 OIM am 0.3µD eewb �— eew •. v -1,18 (Mt).)l tz9' ; touve a 4,t 12.5 w 40. 155*/ o - (1610 ?M (e)(61(¢.S 4,505 gM 7 c1TM >?N ( vO r /i) (12..s') ('`r)(- Oz 77 34 --.—_ (1o) ( zt �r�( )1 ,YV'V• q�'' 18 ,t1)00 Q�� ►� — — BY C,'1 DATE Z' 3-t1 Wit 0 EI 13 M91 CHK BY DATE Consulting ting 1= ngineer5 JOB NO 110/4 (503) 968 -9994 p (503) 968 -8444 f SHEET G of 2" 0008 '51"\ ear v.A0U' 0 \1: ?0,1evs - ' 6,40- A`' �r Z uQii'wr j w/ ek..) Q6 - 1 Ill.- o - + ,^= (44 :lb( . 19 (e)(ex4?)(11? tq ):4G -v: 36s 41.)�9 teea6 d x.476 Q= (z") 4' cw,re-S Set. Valod, F1ooe 5 ) 0 € 0 1 „ . x A s : R\d ® V= (ibl i + V )- 455r ) Y, ib'°L �r z8� z (mw) y�v►� � tbe C71M= ( +0)(41 k)= 931DJ (VXtox 3&' _ z , z4 -r 546 - (a +c� , vo AoPeu) cAkD Lj J = 4 - Z2& '1ZT37p w1 Vs (od�ee e 7`‘"t 113,e5 (MvU) (V- Acdte4) Co, SO- ■ pVM: ( 41'506): 4 1 . b 11 fin- (()(10)(1R,ZSIk /Wq z 119941 ibl itYa e Snr S) (.0 Z9 be tw >( 1318 1 M= (40(00 01 9: Z5)( ) 7,365 • 7= 7 Fb -4 AA 1 teQ6 a- BY M ( DATE _ J! o = N 1 PAR I CHK BY DATE Consu Engineers JOB NO 1 l0 r4 (503) 968 -9994 p (503) 968 -8444 f SHEET OF \-' F`cs 5\114 410% 5talo C3 ' 976 a ¶s- 13:1 Lz *,', ,, Z „ 01tiw/ PFs"w zz 07M 1)11 (l0) - (3/0 ( 6)(10 (Zr)( ( I z'o7 T: ' NU HD 2E4J`n ..... gM © V: x3 91 1 L_ t.2s' -f -1 )1,z5' izfk■ J FG'" r- 11 -Zs 2=4' 0'1M (00z4)(0: itito 'ilia = (e)(W�(47)( 7)(Zt 477 (V)1/4' /2)(4 0: X45 I 1 Z t (lore = s >' ,4)7 7:25 07r -(7, - 8990 RN`e ( e(10>0 4 5) 7 1"?)(•9)-s 19 (!1l(' /l7) (). z E''/ ",V. 0= 3? 6 T= `(z7 + (4wJe Mc\lo z P V . Shew X 1 1 ea5 : T ; ( 4 4 ' 44) 11 g'0()1174).= 59 (2) ' 3 y 4 2yu1(T 5 )43 S -2 BY ( t'" DATE 'j"S'I L 1 taMQ CHK BY DATE aileh oft Consulting Engineers JOB NO 1( v (4 (503) 968 -9994 p (503) 968 -8444 f SHEET OF Page 1 of 2 Anchor Calculations Anchor Selector (Version 4.3.0.0) Job Name : DateTme : 1/31/2011 10:25:24 AM Calculation Summary - ACI 318 Aooendlx D For Cracked Concrete Anchor Anchor Steel * of Anchors Embedment Depth (in) Category 5/8' Strong -Bolt 2 Carbon Steel 2 3.625 1 Concrete Concrete Cracked pc(Psi) `I'c.v Normal weight Yes 2500.0 1.00 Condition Thickness (in) Suppl. Edge Reinforcement B tension and shear 6 No Factored Loads N (Ib) V uax (Ib) IV s y (lb) ro (Ib'ft) M ud, (Ibit) 3543 0 0 0 0 e e Mod/high seismic Apply entire shear © front row 0 0 Yes _No Individual Anchor Tension Loads N ua1 (Ib) N ua2 (Ib) 1771.50 1771.50 e' e' 0.00 0.00 Individual Anchor Shear Loads V uak (Ib) V ua2 (Ib) 0.00 , 0.00 e'vx(in) e'vy(In) 0.00 0.00 Tension Strengths Steel ((D = 0.75 ) N 'N N N ua /mNsa 19070 14302.50 1771.50 0.1239 Concrete Breakout (k) = 0.65 sela = 0.75 ) N CN E N E N lk4 7361.22 3588.59 3543.00 0.9873 about:blank 1/31/2011 16 Page 2 of 2 Pullout (03= 0.65 , il>seis - 0.75 ) N mN N N /rDN 4308.00 2100.15 1771.50 0.8435 Side -Face Blowout does not apply Shear Strengths Steel (m = 0.65 ) 1 V eq (lb) I4 Veq(Ib) I V 1 V ua /mVaa 9930 6454.50 00.00 10.0000 Concrete Breakout (case 1) (43= 0.70 , oseia = 0.75 ) Vmx(Ib) mVcbx(lb)' Vuax(lb) Vuax /c1 Vcaa 8568.23 4498.32 0.00 0.0000 I V (ib)IdiV ,( Ib )IEVuay(Ib)IEVuay /(VVcbgylZVua /bV� 9103.75 4779.47 0.00 0.0000 10.0000 Concrete Breakout (case 2) (m = 0.70 , m Seu = 0.75 ) V 4 V E V E Vuax /rtIVcbx - 8568.23 4498.32 0.00 0.0000 V (Ib) rDV E V Z V uay /ctiV Z V /mV 9103.75 4779.47 0.00 0.0000 0.0000 Concrete Breakout case 3) m = 0.70 , = 0. Breakout ( case ( eels 75 ) cx1 edge V (DV V V /mV ■ 17136.47 8996.64 0.00 0.0000 cy1 edge , V cagx (lb) (PV E V E Vuax /mVcbgx 18207.50 9558.94 0.00 0.0000 c 2 edge V (PV (lb) V V /mV 17136.47 8996.64 0.00 0.0000 c, edge V ctV 9 (lb) E V E V uax /0V E V /0V 18207.50_9558.94 0.00 0.0000 0.0000 Pryout(rt =0.70,0 4 =0.75) VcPe(lb) rDV E V E V uax /�V 14722.43 7729.28 0 0.0000 V CPU (Ib) tt V E V E V uay / t V cpo Z V ila /mV, • 14722.43 7729.28 0 0.0000 0.0000 Interaction check V.Max(0) <= 0.2 and T.Max(0.99) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 518" diameter Carbon Steel Strong -Bolt 2 anchor(s) with 3.626 In. embedment BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16. anchors shall be governed by a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively the minimum design strength of the anchor(s) shall be at least 2.5 times the factored forces or the anchor attachment to the structure shall undergo ductile yielding at a load level less than the design strength of the anchor(s). Designer must exercise own judgement to determine if this design is suitable. about:blank 1/31/2011 17 Page 1 of 2 Anchor Calculations Anchor Selector (Version 4.3.0.0) • Job Name Date/Time : 1/31/2011 10:25:57 AM Calculation Summary - ACI 318 Appendix D For Cracked Concrete Anchor Anchor Steel * of Anchors Embedment Depth (in) Category 5/8" Strong -Bolt 2 Carbon Steel 1 3.625 1 Concrete Concrete Cracked t 'Vc,v Normal weight Yes 2500.0 1.00 ( Condition (Thickness (in) (Suppl. Edge Reinforcement B tension and shear 6 No Factored Loads Nua (Ib) V uax (Ib) Vufi, (Ib) M (Ib'ft) MuY (Ib'ft) 1984 0 0 0 0 e e Mod/high seismic Apply entire shear © front row 0 0 Yes No Individual Anchor Tension Loads • N w1 (Ib) 1984.00 e' e' 0.00 0.00 Individual Anchor Shear Loads V ua1 (Ib) 0.00 e' e' 0.00 0.00 Tension Strengths Steel (0 = 0.75 ) N oN N N ua /ONaa 19070 14302.50 1984.00 0.1387 Concrete Breakout (0 = 0.65 , 0seis = 0.75 ) N ONcy(lb) Nua(Ib) Nua /ON ca 4416.73 2153.18 1984.00 0.9214 about: blank 1/31/2011 l b Page 2 of 2 Pullout (m = 0.65 , (1) = 0.75 ) 1 Npa(lb) I DNpn(Ib) IN N /cD 4308.00 2100.15 1984.00 0.9447 Side -Face Blowout does not apply Shear Strengths Steel (0 ) = 0.65 ) I Vea(Ib) 1 V V ua /mVe9 9930 6454.50 10.00 }0.0000 Concrete Breakout (case 1) (c ) = 0.70 ,(b = 0.75 ) V cbx(Ib) <V cbx(Ib) V uax(Ib) V uax /41V cbx I 8568.23 4498.32 10.00 10.0000 Vcby(lb) Ic V uax /mV VVca 1 8568.23 4498.32 0.00 10.0000 V. /V 0.0000 i Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (13= 0.70 , (Dsels = 0.75 ) cxt edge I Vcby(lb) I@VcbY(lb)IVuay(Ib) Vuay /mVcay 17136.47 8996.64 0.00 10.0000 cyt edge I V cbx( I b) 1$V L /0DV cbxl 17136.47 8996.64 0.00 0.0000 1 cx2 edge r Vcby(Ib) [ Vcby( V 117136.47 8996.64 0.00 10.0000 c edge I V cbx( l b) 1(1)Vcbx(lb)1Vuax(lb)ruax /mVcbx Vu /mVcb 1 7136.47 8996.64 0.00 .0000 10.0000 , Pryout (m = 0.70 , m aeis = 0.75 ) r IV c p(Ib) ImVcp(lb) IVuax(Ib) Vuax /0Vc) 8833.46 1 0 1 0.0000 [ cpV(Ib) 14637.57 DV V VUey /mVcp Vua /(1))/op 0.0000 6 10 1 0.0000 1 I Interaction check V.Max(0) <= 0.2 and T.Max(0.94) <= 1.0 [Sec 0.7.1] Interaction check: PASS Use 618" diameter Carbon Steel Strong -Bolt 2 anchor(s) with 3.626 In. embedment . BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be governed by a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively the minimum design strength of the anchor(s) shall be at least 2.5 times the factored forces or the anchor attachment to the structure shall undergo ductile yielding at a load level less than the design strength of the anchor(s). Designer must exercise own judgement to determine if this design is suitable. about:blank 1/31/2011 lq/ Y 1 �1 �S JCTURA GENERAL ARCHITECTURAL NOTES: S �Eg ki9 PROff I, THESE NOTES ARE GEt{RAI N NATURE AND ARE INTENDED TO SET MNMUTA STANDARDS FOR CONSTRUCTION THE PLUMBING: >rvni y c� V G N E DRAWINGS SHALL GOVERN OVER Tiff GENERAL NOTES TO THE EXTENT SHOWN. FOR SPECIFIC RECTIRENENTS fOR I. PLUMBING SHALL BE N ACCORDANCE WITH STATE AND LOCAL CODES THROUGHOUT. `i 4.,* N.526 9 STRUCTURAL ELEMENTS . SEE THE STRUCTURAL NOTES PROVIDED BY THE ENGINEER OF RECORD_ 2. WATER HEATERS SHALL BE EQUIPPED wan CODE APPROVED TEMPERATURE AND PRESSURE REEF VALVES, AND SEISMIC .p .4,I 2 THE CONTRACT OR ACKNOWLEDGES THAT HE HAS SATISFIED HIMSELF AS TO BE THE NATURE AND LOCATION OF THE RESTRAINT STRAPS. PROVDERQc M AN DRAINS CONTANMFN1 PANS FOR ELEVATED WATER HEATERS h WORK. ANY FALURE BY THE CONTRACTOR TO ACOUNNT HIASRf WITH All THE AVNUBIEINFORMARON WILL NOT 1 COORDINATE MTH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS . + °REGOH T RELIEVE NM OF SUCCESSFULLY PERFORATING THE WORK. 0 ,9 eo ia. TO 2 3. THE CONTRACTOR WILL PAY FOR AND OBTAIN ALL OTHER NECESSARY PLAN CHECKS AND PERNTS AS REQUIRED. ALL Y OTHER FEES. CERTIFICATES Of INSPECTION AND OF OCCUPANCY AS REQUIRED BY THE AUTHORITY HAANG _" HP • SE Gl AIRISDOUN, ARE THE RESPONSBUTY OF THE CON TRACTOR_ RITE PROTECTION: i-. ,4.e m+.: EXP. 6/30/11 A. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH TIE FOLLOWING CODES ILAI6TEDIIIONI 5. OREGON SPEOALIYCODE . I FIRE PROTECTION PIPING AND COMPONENTS 70 COMftY WITH NATIONAL. STATE LOCO CODES MROIIGHOUT. . I Ln V' / \ - 4 6 UNIFORM 3ULDNG, MECHANICAL, PLUMBING AND ELECTRICAL CODES. L I L z M Q 7 AC. MSC AND NDS. q ^, nz p / / \ \ B. ALL N1FANAITONAL BUILDING CODE STANDARDS SPECIFIED. HEATING, vEN, AR n: 1.11. CONDITIONING: �.74.. ^ oo I. ALL WORK S11M CONFORM IO ALL PPPIICABLE CODES, LAWS AND OaDINANCES. a b 9. COMPLYWNH All TIONI A&ELOCAL SAFETY CODES AND SPECFICAllY18OCClPA1KNAL SAFETY AND HEALTH ACT N� = 't FOR MECONSIRUCTIONINWSIeY. 2- COMPLY WITH THEERO`SIONS OF U.B.C. . TABLE I2 -A AND OTHER AS INDICATED. FOR REQUIRED VENTILATION Q _ LJ) a ATION DESIGN - \ 10. PERFORM ALL WORK IN A RRESAFE MANNER AND SUPPLY AND MAINTAIN ADEQUATE FIRST AD AND EWE FIGHTING CRITERIA. , = z_ y 8 . O / EQUIPMENT CAPABLE OF EMNGUISINGINCIPENT FIRES 3. COORDINATE w1TH ELECTRICAL CONTRACTOR FOR ELECTRICAL POWER AND CONTROL REQUIREMENTS. LJI \ 11. MATERIALS SHALL BE SO STORED AS TO INSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE WORK_ WHEN A. MOUNT THERMOSTATS AND OTHER CONTROL MACES BETWEEN 15 AND 18 INCHES ABOVE FLOOR UNE. ks O-- CONSIDERS NECESSARY. THEY SHALL BE PLACED ONACLEAN HARD SURFACE - NOT ON THE GROUND. AND /OR THEY 5, PROVIDE OREGON NON-RESIDENTIAL ENERGY CALCULATIONS ON APPLICABLE FORM SHEETS. ] d . Q\ Z - p V M\ 'q SALMI REPLACED UNDER COVER. 6. FREEZE PROTECTED AREAS ARELNII ®TONSBIUMISF VnIMA130EGREB MAI(N1UM 111B2MOSTAT SEfiING. C LA p 6 ` w 12. THE CONTRACTOR TO ARRANGE AND PAY NOR ALL CONSTRICTION MKS. CONTRACTOR SHALL ARRANGE WRIT TIT J J h / \ \ APPROPRIATE POWER COMPANY THE INSTALLATION OF TEMPORARY POWER SERVICE AND PROVIDE TEMPORARY C - cA - / ELECTRICAL:,uv.i -c.nu Bi O d =\ SAMARY FACILRES . CONTRACTOR SHALL ARRANGE FINAL READIG OF TEMPORARY METERS AND PROVIDE THE p ,I- ; i` / f 1 OWNER WITH COPIES OF MLR COMPANY RECEIPTS UPON RE-QUEST AND REMOVE ALLIEMPORARY SERVICES UPON I. EIECIRELECTRICAL PLANS ARE DIAGRAMMATIC WITH INTENT 10 SHOW ONLY PONT OF USE EQUIPMENT EQUIPMENT AND CONTROL _ C COMPLETION OF ME PROJECT. REQUIREMENTS ALL OTHER SYSIEMDESGN BY OTHERS. O RHIMU taw p /- 13. THE CONRACTORSHALL MAMAN THE SRETO PREVENT THE ACCUMULATION OF DEBRIS. THE CONTRACTOR SNAIL A. WORKNCLUOED N THESESPECNCATIONS AND ACCOMPANYING ` G ELECTRICAL PLANS CONSISTS Of A COMPLETE ` v { , eitt `\' IONIAN GOOD HOUSEKEEPING PRACTICES THROUGHOUT THE PROJECT DURATION. ALL ADORE AND PAVEMENTS INSTALLATION Of ALL INDICATED OR REQUIRED ELECTRICAL SYSIENS. V Y \ \ \ TO BE VACUUM CLEANED OR SWEPT WITH A HAIR BRUSH BROOM_ CLEAN BULDING SURFACES AND APPLIANCES FREE . MRAE NSTALAlION OF TELEPHONE SERVICE WIRI TELEPHONE COMP ANY AND w1M NER. I ^' y �= FROM L,363 SPSTAINS. AND TOPER OFALL KINDS WHEREVER L URES G . HA RDWAREP016HEAIHOU1 PA NT AND ORpHT 2. COMPLETE N AIE STRICTAC ELAELEP O N E CO D CODESD MTH O O W VI LOCI l.]t c 3 S MARKS ANDNPERf1Ci A7ION AND ADRISTMENt flKNRES. GLASS AND PLATIC LEANED AND POLISHED B COORD HED WITH AUTIHORTIES HAVING IURISDICTN7N AND TO THE RECULARON 50FTEELECTRIC AND ThI HONE UTILITIES. I I 4) N L3 �* ALL LABELS REMOVED. fOR FINAL AL ACCEPTANCE BY OWNER. OR FOR CONDRON6 MUTUALLY AGREED UPON 3. TES1EACHSYSTEM FOR REQUR® PRR OAHON. All SYSTEMS SHAH BE FREE OF GROUNDS OR FAULTS. / \ BEFOREHAND.. DO ALL CLEANING OF THE SIZE AND BUILDING TH G AREAS INCLUDED E WORK NECESSARY TO PLACE N I. ALL RECIRCAL UATRIAL RE TO8EU.L. APPROVED AND CONFORMING TO THE CODE. _L CONDITION FOR FINAL ACCEPTANCE OF THE WORK BY THE OWNER. 5. DESIGN AND PROVDESERNCE AND DISTRIBUTION U' N SYSTEM 1O EQMENTINDICATED ON ELECTRICAL SCHEMATIC PLAN N. THE DRAWINGS REPRESENT THE ENVIED STRUCTURE UNLESS OTHERWISE NOTED. THEY DO NOT INDICATE THE METHOD AND TO MECHANICAL CONTRACTORS HEATING. VENTILATING AND AR CONDITIONING SYSTEM. '6', -\, \ OF CONSTRUCT/ON i1ECONRACTOR SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE 6. MOUNTSw1TCHES AT N6' ABOVE FLOOR TOOVICECENIERINE. OWLETS AT IS'TOCFNIERUNE. UNLESS OTHERWISE Y . \ STRUCTURE. WORKMAN MD OTHER PERSONS. AND PROPERTY DURING CONSTRUCTION AND SHALL ENGAGE, Al HE INDICATED Al /B' TO CENTERLINE OWN ETENSE QUALIFIED PERSONS TO DETERMNE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT SAME 7. LK)I1WINES N DIRECT CONTACT WITH INSULATION SHALL BE R6UUTON COVERAGE 11C) RATED. / \ AT THE JOB SINE.. 8. PROADEIII LIGHTING CONTROL FOR EACH 2000 SNARE FEET MAXIMUM, OF SPACE ENCLOSED BY WALLS OR CEILING '\ 15. MAINTAIN AT THE SIZE COPES OF ND DOCUMENTS. CONTRACT FORMS. PROJECT MANUAL, CONTRACT DRAWINGS, HTHGHI PARTITIONS. UNLESSEKCEPIKk6 ARE NOTED FEID ORDERS. ADDENDA, CHANGE ORDERS, FRIO TEST RECORDS AND FIELD OBSERVATION REPORO. 9. PROVIDE AUTOMATIC SHUT-0FP CONTROISOVFRRONG LOCAL SWITCHING. N INTERIOR OFFICE AREAS URGER THAN N .D 7 0 SF. 10. PROVIDE PHOTO-TIMER CONTROLS ON ALL EXTERRA UGHMG CIRCUITS. UNLESS OTHERWISE INDICATED. I1. IF ARUISI OF RESCUE ASSISTANCE ARE INDICATED. PRPROVIDE UUMINATED"AREA OF RESCUE ASSISTANCE' SIGN / ,/ o \ AND HOUSING DEVICES NC.'ADA -100 KITE AND AUDIO WARNNGNERCOMMWRCA11ONSSYSEEMI OR OTHER AS � � APPROVED BY S1AE OF OREGON. A D A ERTHAIOR. / \ A\ 12 PROVIDE OREGON NONAESDENIUI ENERGY CALCULATIONS ON APPICAUEFORM SHEETS. / / \ \ %' GENERAL ADA NOTES: RinD �D! /�OD� / I. THENTENAMNALSYMBOL OF ACCESDHLJTY SIGN SNAIL BEDLPLAYDE AT ALLACCESSBLE RESROOMFAC4FIIFS AND j AlACCESSBEBIDNGENIPANCESUN�SSALEEMRANCESAREACCESSBE .PAAC[ ILRFENRANCESSHALLHAVE y , / DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. /[ //TV„ /, ° d 2. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN ISABOVE THE FLOOR. EXCEPTION: NRGHII UMTAIGNS DO � � � � Q �/ \ NOT APPLY WHERE THE USE OF SPECIALEQUPMEM DICTATES TIERW6E OR WHERE ELECTRICAL RECEPTACLES ARE NOT //B /RTC J , e / ,\ NORMALLY MENDED FOR USE BY BUILDING OCCUPANTS. �� �/ A � P � \ 3. WHEREEMERGENCYWARNRG SYSTEMS ARE PROVIDED. THEY SHALL INCLUDE BOTH AUDIBLEAND VISUAL ALARMS. THE /A �//(JF/ O VISUAL ALARMS WHICH ER IS E LOCATED THROUGHOUT, INCLUDING RE51R0066. AND PLACED ' ABOVE THE R.0012 OR 6' E� IL� I I, OO BELOW BEVD N W R LOWER. ���//'� i A. DOORS FD WITH TO ALL A ASL CrFSSIRI OPENOGRE E SP ACESATER SE THAN MI Hi DAVE AC N H LEVELGR ARDWARE EATERTHANOS (ER. IEVRt -0PE QUPER PUSH - AMPS . CARPTYPE. U- TAAET PEDPILE I MOUNTED ND NO HIGHER THAN R8• ABOVE TE FLOOR. C ✓ � 5. B RECTIOOR SURfA CES SH ALL MRIM.ASNGSNND R DJ RESETAM. CHMIGESNNO LEVfl GREgtER BETWEEN THAN 02S O.S WI AND DEN 03 ONE SEMI BE , /%�N /�JJ� // /7 /�/,yB / /J /� / /�rJ D. DO R WAY NOTEV DDC E SPACES / � - /J C / C/ JOB - • Wv �� i RA IOOREAF QUIT ®FOR ACCE ACCE D55NALL IN SSIWIY VIAL BE .25 - 1.2C -OSN HEIGHT I.SON DIMIEIER WRI IS CLEAR SPACE BETWEEN NE BAR d. GRAB / /N / [/ I f/3 TJ' / ` ( E � ' / f AND THE E W WALAI L ). SIBLE NLOOATEDB HI NLL ATER CL ROOK M DMWH E LO ALONG DDE OF R` TL /{ MIIMU / M WHEN LOCATED BEHBND W I T CLOSET SET AND AT MINIMUM WHEN LOCATED ALONG SIDE OF WATEATER CLOSS ER O AND SHALL BE MOUNTED 37 -36" ABOVE THE FLOOR. \q �t/ p YEN\ d 8. ACC61BLFURNAIS SHALL BE STALL-TYPE OR WALL HUNG WITH ELONGATED ELMS ATAMAXIMUM Of IC ABOVE ME \ \ \ FLOOR. '1� '/ ,/ A 9. FLOOR. TILE LAVATORIES SHALL OE M WT OUNTED H MEDIA NO HIGHER MAN 3f NO ABOVE THE A I ,,/ / /� N - CLEARANCE OFAT LEAST 29' ABOVE THE BOOR TO THE BOTTOM OF THE APRON. H /�`a�i'- ,✓ N 10. ACCPA9IHFSNKS SHALL BE MOUNTED WIN THE R i m HIGHER THAN 3f ANOVETHE ROOK AND A CLEARANCE OF AT ` 1--A W N LEAST 2T HIGH. YE WIDE AND 19' DEB UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.S MAXIMUM. / - (' / / / W � y I I. HOT WATER AND DRAIN PIPES UNDER U NDER ACCESSIBLE VATORES AND SINKS KS S BE MUUIED OR OTHERWISE � / CC 6/) \\ AREA OF WORK ' LAVATORIES RED TO PROTECT AGAINST CONTACT. NNE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE L c Z \ LAVATORES AND SWKS. W W 12. ACCESSIBLE LAVATORES AND SINKS SHALL HAV FAUCETS (Le. LEVER -OPERATED. PUSH -OPE ]L O ELECTRONICALLY CONTROLLED N M. • EO.I U O N 2 13. WIMIRRORSAREPROVIDEDRESIROOAT LEAST ONE SHALL BEPROVIDEDwN THE BOTTOM EDGE Of THE �' Z W �. ERE REFLECTIVE SURFACE NOFGHERTHAN 417 ABOVE THE FLOOR. L C J = O ,C It PROVDESOID WOOD BLOCKING OR NTH %2DGA STL STRAPPING WITHIN STUD SPACE AT ALL TOKEN ROOM C Ta y" 4 . ACCESSOP FS. -) IS. WALLS MIN 2COFUNAIS AND WATER CLOSETS SHALL HAVE A SMOOTH. NOT ABSORBENT MATERIAL TO A MOT Q /,' OF KT ABOVE THE ROOK. O CL Q a. O Q \ c-3 1 $,,,,-„, A 1 A\ . ... �. ,., 1 , p Iv i.L . . �; 0 \ -- •, \ , . a CODE SUMMARY: Aw„ .., o \. , GENERAL BLIDNG DESCRRTON: MULTI-TENANT OFFICE /WAREHOUSE '\ NUMBER OF SNORES: I r �1 T ((S��ATT \ ' FIRE SPRINKLERS: NO \ 'T N +torsrA1u VIRIIV Tina -�+: ' CONSTRUCT. B .. \ CONSTRUCTION TYPE BB _ TB/AM CE OFFICE ' E: O a Moll.ao FFKI ',ERR. d00S0. FT. LOCATION Of WORK OB NO. �.l RUC ONCE 2nd FIR.: 740 WEFT. 11014 0 ^ ��� 3 .., ., - DRAWN CHECKED i V DLM CM /DH Q � Q . � , < DATE 02.04.11 Vi Ip REVISIONS • \ m VICINITY MAP 1 mS1TEPAN s�rc opµ o.c SCALE: 1 0" N.TS. 1 ... RECEIVED voz.mt,„„ 8 -9•• 294 0 PROF/ I , FEB 8 , EXISTING PARBON -Th= - 5 •W/ PER RESTR0066S. if#, I 3S. TYP. u WALL 6i d / EXISTING PAR1ON WA CITY OF TIGARD , 6 d ,.. Z /7/ _ 20.'. •/ / / /..Z.L.". 'If / / 7.11./2 " •-..../ Z../ /7 / ., ,..:' ' 0 , ri/w efr .J. ON II I ). i EXP 6/30/11 ,L- ". , 5 II 1 , —LEM- I ) 1 '6, 11 iii 1 , 2 kJ- , STORAGE STORAGE II .' 6v- 2) " HOLLOW Mil. DOOR ' —(wl. I) EG 41.1 f- '1 .±_—, , / WALL TO AUGN — _ j , 5 -- AT REST ROOMS. TYP_ 16 \\ W/ X-BRACING -5 --. -- INK 3•5 11 , , WALL TO ALIGN ILLIO 3 C a 0 L6 ; A I- ADA SIGN S52 / 5 1L: MENS 3 r.b 7- EXIST. , , i W/ X-BRACING w , 2) 11■I . C51 EXLSTING 7— A— —I EXIST. COLUMN ,i.. COLUMN .. : • 5-L5`. - ' C MAN DOOR , 0 -K)" CLR b 11 ' I 1 —1 CONFERENCE WI 5) 1-'' EXISTING CI) RING. , . LA i5 u- t ELEC. ROOM , ., ...,„, •,,, :, 11 ,'s,s-4:', ',... I 260 BEARING WALL , : 11 1 ,i E , -'- ::, 11 / : - I AC> cD--- ,..,,%" -i--. I 8 ,,, .._ I BREAK ROOM NV I - I :.• c ad .c? 3 • \ ,ss..•••, , 1 SECTION 9on 1 _• ! e= SECTION 4,14, o■--- 9 j G- Eli E R TRAVELDIS TANCE T. U t 53 5 i Ao ,,, ,.... MR DOOR I P, : : 11amsesemsol 5LL LK • - ON CLOSER . 1 1 iii '- 1 t I = ' oo c -I - r : t 8 I a — y:OFFICE 2 -'4,r' :., I 1— ,4 2 i I I ', sS F . , , 2x6 BEARING .L55 I , 1 Ilmsemal 4) _ ... , 1 I 0 Wt. I ), , r-al" . . EXLSIING ' :,, • WALL ITT 1 i." ' 1 . 1 / ,, , / 1056 — - " I ELEC. VAULT .5 S : I --II- Vi-C1 I 51-2'CLIZ. 1 `2 1 - 6 WATER FOUNTAIN : aprx, : : • 1 1 RECEPTION --( WT - 0 OFFICE 1 t' 0 ,./ • I— ADA SIGN 6. CPON . ' 66 - —u—a--E NS , --- , ; o --__„! (wt- 2) , ,. , i ,,, :‘, , : -.‘1 2,551 FURRING WALL , 5.:' MR. DOOR ON 1 I ' a 1 I ‘,.. 8 ''', 'W . : FOR PLUMBING . 11. CLOSER - \ 5L5 t \ • os...1 ' 1 T I \ r _,_ ;....,7.rz..,-0 , T----, „._.,..,......, --------.)._ • I . • . . . , . ,.." TRIM . . I I \ . El . 5,t.0 : : 4/0 4/0 • 1 L 4.,,,. \ < (20 ,.., UP , , . . . / / . : . . . k ON > , \ : F5 I I • • . .... • --I • . . . ) 1.44 . . : , . . -, , , 1.••: 1 , 5.-0" V • II , I i ' REMOVAL RAILING / I i AT LANDING I: • I, , , 1 1 . . II , C UPPER FLOOR PLAN , ,1 81.00—.4 DroL scALEY,..=r-o- !, ,, c,- ' EXISTING 0 . , OVER HEAD DOOR '2# DESIGN NOTES: ..0-, I. INTERIOR PAINT COLOR. PER TENANT. ‘56355/ 2. GROUND FLOOR TO HAVE CLEAR COAT EPDXY FINISH TYPICAL. 3. UPPER FLOOR TO HAVE 17 SQ VINYL BUNG N ALL ROONIS. TYPICAL. COLOR / STYLE PER TENANT 4. ALL ROOMS TO HAVE 4 RUBBER BASE. TYPICAL. S. CONTRACTOR TO PROVIDE HEATING SYSTEM DESIGN WITH ELECTRIC HEAT 6. ELECTRIC WALL HEATERS FOR OFFICE TO BE BIDDER DESIGN TEA. 7. ALL RRST FLOOR DOORS N DOOR WAYS TO HAVE 'WI' THRESHOLDS AND ADA APROVED PULL DOWN LEvERS. 8. ALL FIRST FLOOR DOORS TO BE 36" MINIMUM. ALL NEW DOORS TO BE 36" PROVIDING 32 ' IAN. CLEAR DISTANCE AT / OPENING (ADA SECTION 404 CONPUANT). M CO C 9. HAND RAILS TO BE MADE ADA COmPUANT, SEE DETAIL 5/A6 I— LLJ 04 / 10. DimENSIONS ARE FROm THE FACE OF STUD AND OR CONCRETE Of Ilf INDIC/MEDI FROM THE CENTER LINE OF STUD. Z Q B.T. / ARE FROM FACE /-- DIMENSIONS MARKET) CLEAR' OF FINISH MATERIAL • LL.I F----- —I , CD ONES LOWER FLOOR PLAN ,,, c-- DIMING I , . . w IX z MAN DOOR y BRA —BASE DWG SCALE:TS \ 0" RESTROOM NOTES: i \ ' , KEY: F > t 0 I I ! I. COUNTER TOPS: SHALL HAVE SmOOTH, HARD. NONABSORSENT SURFACE THAT EXTENDS 6' MIN. ON TO WALLS. 0 0 .-... 0 , r , V 2, FLOORS' SHALE HAVE SMOOTH. HARD. NONABSORBENT SURFACE THAT EXTENDS 6 651N. ON TO wAL15. 3. WALLS: WALLS WITH RI 7-0' OF URINALS AND WATER CLOSETS SHALL HAVE SMOOTH, HARD. NONABSORBENT 1A . ME EXINCEUISHER CABINET 7.9.0" 0.C. LIC Z w Lu SURFACE THAT EXTENDS 4 MIN. ABOVE FLOOR. EXCEPT FOR STRUCTURAL ELEMENTS THE MATERIALS USED IN / SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (AI x) ( WALL TYPE. PER DETAIL B/4 --) 2 0 4. ALL NEW DOORS TO BE 36" PROVIDING 37 MIN. CLEAR DISTANCE AT OPENING 1ADA COmPLIANTI. 0 I— 6 : 2HR FIRE WALL Z VI ix a— L IE on N. i= \ I\ \ \ \ V) EWING Z — EXTERIOR WALL — EXIST. BUILDING -.— EXIST. BUILDING — EXTERIOR WALL - BOST. BUILDING ROD X-BRACING - \ s -5— BOSBUNG ILD COLUMN COLUMN R-30 INSULATION. \ COLUMN \ r COLUMN 0 TYP. AT CEIUNG r= ‘' < i 21.1....1111RESSIMINEIMECIIMMEIMMEMIIIIIII011. 1.13 _. , ■ .<:: I / II,...Tyl4E-K\ A . ■ '7 I , 2 HR. WALL CONFERENCE GYP BOARD OFFICE 2 • , 5 1% I ,,__ , . R-ISAT .. A . not WALLS, IV. , If3 0 0 • To _1 II \ HS" , , I E-US" - wad 50/C MAX. TYP. \ • ...,1 _ q,-,, ,? , I 1 -- , I '..,. 44 4 6-0" 0/C MAX ... ..21 11 KLING \ - IHR. ASSEMBLY. TYP \ IIIII I-„ - 11014 PER DETAIL 9/ 4 I i \ \ , ,, b.5 TOP RAIL '1 if 1 — 2,66 FURRING WALL FOR PLUmBING ELEC. R-2I INSULAIION. TYP. AT FlOOR s DRAWN D D ALTME CHECKED POST. TYP. . O. • --„ R-2I Ai MID-SPAN MENS .6.,. ," BREAK ROOM 1 02.04.11 i R-21. np. 366 WALLS. PIP. BEARING WALL = REVISIONS All I 1 1 2 HR. WALL ..../,- SIMPSON 'ABU' W _ ,j - BASE. TYP , _ _ i A - . . I \ ,, F ii ELEVATION SECTION SHEET '.;.. 2 WW1—BASE om SCALE I6'=0- 2 E- SPIO—SASE O. SCALER:AP-0" 9 _ A F� ruR4R stmo E , P11 v �GI NE.,, { NEW 6x6 OF 61 POST W/ SIMPSON•ECC 5 O• CAP SIN. © FEB 216 FRAMING ■Id'0 /C .p •! h4 C ,y. IfNO. 616'O/C / .p tw ° e e o //', �������� .f/A7 AlIV�A/7� ����� ./ ./.W7AIZ ®� � / /A�AW .r/ !. Z '_.e z.. /./._„„ . %::. /.f' � ��/ �T� f� I'" .._. / -_ -G O 144 R.YIP p F I I I 0 I " I Wut u+E L_1 _ a _ - _ -_ I _ -_ -_ © _ - __���� � - v E %P: 6/30/11 ■ I r NTE FURRING W ALL A _ _ T _ _ _ a KING SNDEA. DD �I FO FU RI G LU INERKK n.w6t G WALL O SIMPSON'NDU2' WI -I X.4 v III III 9 ; 4(). 7 STRONG BOLT-7 W DI Gp FOR EIASI. x1RACING 3c DIA. x336" EMBED SIMPSON 1 0 C p -1 , 1 I L 1 I FEW 24- S x10 THICK � -I 6I �' I z 07 I 1_-_- (III FIG. wl Ell 14 EA WAY 2x6 FRAMR G O O O PER DUAL I/s I ; • . a 160/C c 7 Y m Q �z 9 U I i L I I I ■ VI a 0 5 Orb MDR. W/ 121 CRIPPLES u2 L_ _ ISO 2 w ► II.' §'fl TIO616 "O /C 1 I . I �I ® >t u i a1N DIN STUD EA . END J vz F { ` o ��W `m , NEW 6x6 DE rI POST W/ I II W 7....r, >�W 1 I I ANPSON L ® _ g 36 FRAMING 0160/C.TYP. C' a ,3A I 1 § __6. , I Drd FRAMING ; OP. � "`Z ; . 1 J © OFND. aI60/c M paHa U t t+v,o )6 FRAMJNG ® © , A I © 5 I H _. , 2x4 iRAMNG G ■ I 16 0/C - �1 I 616'0 /C I 24NRRGI0 © FD. NAILED WBtl 0/C SUPPORTED EO 66011 I�� $a3 ...._ -___. E I 1' -T PUIMBNG © ij © a ITO /C HOD � CEWG SHEATHNG: / GYP BOAD. FASTEN WITHI6 X Ik SCREWS I - _ I . 1x10 HDR. W /121 CRPLES • ,I /I I I I I at0 /C EDGE HELD. _ - _ - a12OPIG SNDEAEND _ IBLOCK ALL M61 GER OF CE1Nl - 66IR. W /I2CRPPLES a 1114G SID EA. END I J _ I I I I O - 1 SMPSON MUT W/ _ __ f _ - _ _ _ ' 3/ CIA. x 33c EMBED SIMPSON i - _ _ _ _ _ STRONG BOLT -7 , Q Q ® , QiYP. 7x6 FRAM _ UP p' FF6. 1x6 /121 CRPPLES : --1 \ . 1\ ; 1 ; ' l \ t - 1 I I .. 2x1© 1x6 HDR UPPER C.HLES 0 I 0/C _ 1,■OF RI POST w/ © a(II RIG STUD FA ENO U NONC FRAMING. ® 6 16'0/C 0 SNWSON'ECCO' CAP 5 RECEIVE PER 5/6 S TRUCTURAL WALL TYPE SCHEDULE: STARS 4013f R I POST, N I. ( GYP. BOARD PER DETAIL 8 /1) 160166WBH66X1k5CREW56 FEB 8 0 /C EDGE AND FELD. PER 4/6 201:, 2. ( GYP. BOARD PER DETAIL 8/ /1 FASTEN YOH 46 X I,, 'SCREWS 6 4 4'0 /C EDGE AND RHD STAIRS (BLOCK All PANE EDGES). ' 3. ( GYP. BOARD PER DETAIL 8/41 FASTEN 61111 IN x W SCREWS A t O/C cock AND FLED (BLOCK ALL RD PER EDGES). CITY OF TIGARD 4. ) GYP. B OARDPER06AJLB /6W /k PLYWOODS61ATMNGIISR1EIM1HBe66O /LEDGE c:: CEILING FRAMG PLAN TUPPERHR.WALLSSHORN) a1 T0/CDNAILNG( &OC( AUPANEEIGES). UPPER FLOOR FRAMING PLAN (GROUND HR.WAILSSDWN) BUILDING DIVISION 5. ( GYP. BOARD PER DETAIL 8/0 EASTER WITH 06 X IY.' SCREWS 640IC EDGE AND ITO/C BPw - RAING BAffDWG SCALE 1'-0 (..D eM -R WWC eA9Re TED !BLOCK ALL PANE EDGES). k SCALE GENOA. NOTES: DESIGN STANDARD 2010 OREGON SIRUCNRALSPECUOTY CODE CONCRETE RBWORCNG SIEEE: GLUE LAMINATED MEMBERS DWOWCRITERIA I. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO AS1M A615. GRADE 60, UNLESS NOTED OTHERWISE. I. GLUED LAMBU1ED MEMBERS SHAH BE FABRICATED N CONFORMANCE WITH US. PRODUCT STANDARD PS 56, - STRUCTURAL GLUED LAMNAT61 AND AMERICAN NSIINIE OF IBMIR CONSIRUCIINS, NEC 117. I. OEACN6 GRAVITY LOADS. UNLESS NOTED OTHERWISE 2 REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF RE AC131S "DEALS AND DEAIUNG CONCRETE REINFORCEMENT'. 2. EACH MEMBER SHALL BEAR AN ARC OR APMEWSRDENIIHCA1ON MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE a. FLOOR WE LOADS 3. REINFORCING STEEL SHALL HAVE THEFOIIOWNG PROTECTIVE CLEARANCES: L OFFICES 50PSF +PARTITIONS 3. ONE COAT OF END SEALER SHALLBEMPUED IMMEDIAIIIY AFTER TRIMMING N ETHER SHOP ORFELD. i STARS I60 PSF a. CONCRETE CAST AGAINST ANDPERMANEIOY EtPOSEDIO FARM: b. CITING LIVE LOADS 10 EST 6 ALL R6NFORCINGSUES: 3' 4. GLIB LAMINATED BEAMS SHAD BE VISUALLY GRADED WESTERN *ICES INDUSTRIAL GRADE. AND OF THE STRING)! NEICATED: M M 2. 6161W CRITERIA: D SLABS, WALLS. AND X76070 WEATHER ORNCONIAO MN EARTH: b. CONIFLDUS OR CANREVB 6 /SPANS: 24141 I - W GV CV o.5PIFMMMUM 1. III BAR AND SMALLER: %' W d- a 2. II /BAR AND III BAR: 1' A" 5. PROVE* STANDARD 3500 FOOT RA06SCAMB&. UNLESS NOTED OTHERWISE ONDRAWNGS. N 3. SEISMIC CRITERIA LU W Z 0. Sds 0.76 CONCRETE ACCESSORIES: 6. ERECT MEMBERS ACCORDING 10 AICSPECECAIKRS. I > O b. SEISMIC DESIGN CATEGORY D I. POST NSTALLEDANCHORAGE SHAD BE OF THE TYPE DESIGNATED ON THE DRAWINGS OR ENGINEER- APPROVEDEWAL ANCHORS SMALL BE INSTALLED IN STRICT ACCORDANCE WITH ENGNEERBD WOOD PRODUCE O Z z G MANUFACTURERS RECOMMENDATIONS AND )NSA CURRENT K:C REPORTS: I. CONFORM WITH ALL APPLICABLE PROVISIONS OFTEE FTC. W o_ O oe I. SPECIFICATIONS AND CODE REFERENCED IN RISE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMIINOAUNORITY. a %UPSONSIRONG161 L = O L SIR060 6602 (ICC REPORT I ESR -3037) 2. PREMANUACIURED WOOD 606/WAU. BE THE DIE AND TYPE SHOWN ONTE DRAWINGS,MAMEACNRW BYNEREVEL BY WEYERHAEUSER, OR AN ENGINEER APPROVED EQUAL O N Q TIO 2. VERIFY DMENSIOI/S AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. HELD VERIFYORMN AID AONS ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO a PROVIDE 6ROGRIGN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDAlINS. ' FABRICATION OF MATERIALS. FRAMING LUMBER b. PREMNAIFACTIRED WOW JOIST ALTERNATIVES WILL BE CONSIDERED. PROVIDED NM THE ALTERNATIVE 6 COMPAI■LE WITH IH6 LOAD CAPACITY.STFFNESS. IMENS10NS. AND ^/ Q O Q FIRE RATING REOA Q REMEN0S OFT* PROJECT. 3. FOR FEATURES Of CONSTRUCTION NOT FILLY SHOWN. PROVIDE 111E SAME NEE AND CHARACIWAS SHOWN FOR SFMLAR CONDITIONS. SULEC110 REVIEW BY DIEARORIECI AND I. SAWN LUMBER DESIGN IS BASED ON THE LATEST FIRBONOFIHENATIONAL DESIGN SPECIFICATION. c. PREMAFBRACTURED JOISTS SHALL BE KCBO APPROVED. ^�N W Q. 01 STRUCTURAL ENGINEER OF RECORD. ESL I m N H 2 SAWN LUMBER SHALLCONFROW TO WEST COAST LUMBER NSPECMDN BUREAU OR WESTERN WOOD PRODUCTS ASSOCIADNGRADNG RULE. CONNECTIONS AND FA51ENER5 1. APPLY. PUCE ERECT. OR INSTALL ALL PRODUCTS AND MATERIALS N ACCORDANCE WITH MANUACTURERSINSTRUCTIONS. 3. LUMBER SPEC6 a GRADES: I. FRMLNGACCESSOAES AND STRUCTURALFASIENERS SHALL BETIE SIZE ARCM SHOWN CNN DRAWNGS. AND MANUFACTURED BY SIMPSON SIRONG-IECOMPANY OR AN 5. ADEWAIFLY BRACE SIRUCIUREAND ALL STRUCTURAL COMPONENTS AGW6SI WEND, LATERAL EARN. AND SEISMIC FC606 MIL THE PERMANENT LATERAL FORCE -RE561NG ENGINEER APPROVED EWAL SYSTEMS HAVE B6I WALLED. a EXTERIOR WAILSTUDS OF N0.2 a INTERIOR NONBEARING WALL STUDS OF STUD GRADE 2 HANGERS NOT SHOWN SHALL BE S& PSONHU 'OTHE511E RECOMMENDED FOR MEMBER. FOUNDATIONS c. R11130012 BEARING WALL STUDS D 60.2 d. X)613 /)MEMBERS) Of N0.2 3. ALL HANGERS AND FASTENERS N CONTACT WITH PRESSURE TREATED LUMBD SHAD*SIMPSON Z.MAX HANGERS OR SIANLESSSIWL I. FOUDATIONCRTEM: B. BEMS 14) OR LARGER) DE )10.1 a ALLOWABLE SOL BEARING PRESSURE I.5WPSF T. POSTS DE D.1 4. FRAMING CONNECTORS SHALL HAVE ALL THE NAL HOIES FILED IS SPECKED BY THE CONNECTOR MANUACTXLER. UNIEA NOTED OTHERWISE. 9. BLOCKING, PU16. 86DGR6G DE STUD GRADE 2 PLACEFOOINGS ON FIRM. UNDISTURBED MAINE SOL 5. ALL NABS SHOWN ON THE DRAWINGS SHALL BE COMMON NAILS UNLESS N0IFD OTHERWISE N 4. ALL LUMBER N PERMANENT CONTACT WITH CONCRETE OR EXPOSED 10 WEATHER SHALL BE PRESSURE ITEM® UNLESS AN APPROVED BARRIER 6 FRONDED. Z • 3. PRIOR TOPIACM6Ea O CONCRETE REMOVE ALL DISTURBED SOIL FROM FOOINGEXCAVAIKIN. 6. TYPICAL NN. NG CONNECTIONS MALL BE PER ■C TABLE 2931.9.1 UNLESS NOM) OTHERWISE ON NEDRAWNGS. Q CAST NPUCE CONCRETE 5. MAXIMUM MOISTURE CONTENT: 19% SPECIAL INSPEC16363 6. EDROCKING JOISTS D1AT AN T ATTACHED D AT O M ,ETC. ACING O6' -0" O.C.) AT TOOTS WITH A S:I OR GREATER DEPTH- TGTCKH*$S RATIO • I. ALL CONCRETE WORK SHALL CONFORM TO AQ OR WHERE 301. OR WIERE I EDGE O J06T 6AC1iCH E0 1010 WADING i. WAR WALBOMO, D. BRACING, BRACNG.EG I. SWPSON STRONG-BOLT 2 SHALL && STALLED AND SPECIALLY NSPECIED PER ICC REPORT 6R-3817. (' Z a. 2 MRINRFS 7. PROVIDE JOISTS UNDER ALL PARALLEL TDNS DF PAR.UWESS NOTED OTHERWISE O '� 0. AR ACT AGErt N ACCORDANCE WIN D ASTMO260A WATER - REDUCADNN%TMES CONFORAMGTO ASTM N44.US ® N SIBC1 ACCORDANCE VRIH UHF MAACTIERSRECON6MENDA1OS, MAY BE INCORPORAI ®N CONCRETE E DESIGN MIKES. & PROVIDE SICCING BETWEEN STUDS TOR 0NERMEANS OBRACING) AT WOOD BEARING WADS TO PREVENT STUD BUCKLING PRIOR TO INSTALLATION O GYPSUM WALLBOARD. b. AN AER811RAJNNG AGSM CONROMNG TO ADM 0260 *IADL BE USEDN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. TIE AMOUNT Of u _ EMRANE) ARE SHALL BE 5 % -7%BY VOLUME. PLYWOOD SHEATHING "' c. FY ASH SHAD CONFORM TO ASIM C618 AND SHALL BE UNITED TO A I5%MADMNIM BY CEMENT WOGHT. I. PLYWOOD PANELS SHALLCONLORMTO TEREOAREMBTS O"US. PROOCTSTANDARD PS I FOR CONSTRUCTION AND DUSTRW PLYWOOD' OR APA PRP- LOBPERFORMANCE 3. USE PORTLAND CEMENT TYPE I OR CONFORM WITH ASTMC I50. SUPPLY FROM ONE / SOURCE STANDARDS. JOB No. 1. AGGREGATES SHALL CONFORM WITH ASTM C 33 6610 BE THOROUGIEY C6161415/ MID WASH&/ P610610 USE 2 UNLESS NOTED OTHERWISE FLOOR SHEATNNG PANELS SHALL BE APA RATED SHEATHING, EXPOSURE I. Of THE THICKNESS AND SPAN RATING SHOWN ON RE DRAWINGS. 11014 5. CONCRETESIRBNGTRS SHALL BE AS FOLLOWS: 3. UNLESS 6101ED OTHERWISE WALL SHEATHING PANELS SHALL BE APA RATED SHEATHING. EXPOSURE I. WITH A SPAN RARM> O 24TH. DRAWN CHECKED a F00TNGS:Pc= 3./W P9N AT 2A DAYS (DESIGNED FOR 2.500 PA. 4. PLTWOOD INSTALLATION SHALL BE IN CONFORMANCE NTH APARECCOMENDATIONS. DLM ,R CM /DH & MAKMUM SLUMP FOR CONCRETE SHALL BE A" PLUS OR ANUS I ". 5. ALLOW I/8' SPAC 10 AT PANEL E OS AND FDYFS, UNLESS OTHBRWIE RECCOMMENDED BYRE PAN6 MANUFACTURER. GATE 02.04.11 7. NO WATER SHALL BE ADDED TO THE CONCRETE OTHER THAN THAT REDIRECT BY THE MIX DESIGN APPROVED BY THE ENC-F*ER OF RECORD. 6. ROOF AND FLOORSHEATING SHALL BE INSTALLED WITH FACE GRAN PERRNCICUAR TO SUPPORTS. AS INDICATED ON REDRAW'INGS. REVISIONS 7. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH )FRAMING AT ALL PANE EDGES. 5 8. SUBSTITUTION OF OWENTED STRAND BOARD 1013) FOR PLYWOOD'S ACCEPTABLE P THE O58: a NFNORI PEXTERIOR10E STANDARDS W FOR WO BASEDSTRUCTURAL PANE W S PRP -IDS AND STAG PRODUCT STANDARD PS 2-92. SAS' C MW G. HAS A LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD SHEARING SPECKED ON THE DRAWINGS. SHEET R a BEARS THE APA TRADEMARK. / {� 9. ALL ROO R SHEARING MALL BE GAD TO TIEAPMWTNG MEMBERS. . 7 ..c IA 51.10' RECEIVED E.R� /f �Q�� PROS 0:29t.:4\ V`�INf N/ // NOTE: `�`� ,e.sRS Pp THIS INFORMATION bMEPDED TO PROVDEDIMENSIONS AND CLEARANCES IN GENERAI WAY. AND ' Q (� t ..D0,•••••••,- .p . W. UPPERCASE CHARACTERS IS NOT M1ECESSARIY AN ACTUAL PJB'IESfBJ7A7ON OF THE RESORT'S. N THE SUBJECT DEVELOPMENT. �� FEB V ) 1,) ! c h WALL MOUNTED SIGNAGE TORE RAbED11,' s LOCATED ON LATCH SIDE OF DOOR . 10 pp f TO CLEAR CEN TF DOD Of SIGN MO& TATSd HOGMT Of LNTERNG i , V 9 ill '- _— ____ —.___ } "EM R, NP r0C9 LINE Of SIGN FROM FLOOR. ,, '/' MN TO T' MAX I 6 "MA %. 3'-0'MN. IT' - -- , 1.0 CITY OF TIGAR 13 UIL D EXP: 6/30/11 J SURFACE MOVN EJ SEAT A - MOUNTED 3'Y I) I - ` D1NG DIVISION • 6' CORRCORRESPONDING COVER p5PBJ5Dt. PE. Z a GRADE I BRAILLE TO (SPRANG DISPENSER @ Y .... • a1 I O S GN vEw III — I WALL TARN. hi\ 1 \ ._ ® J U MNRJ \l \ � Z N" KNEE _ t E,3 FJ �o O J Immi Qj,�� 6 �� _ 7.1 I r.P �� a - 5 n H S C 3 Bi a c`) \ . , A m Al L 5 Lj NSULATE WASTE & HOT s TOE P \ I :� e. o e 0 � p, w ' ' ' Lli - - . . °� \ ` _ / BACK WALL WAS ` Y SIDE WALL SIDE W ALL GENE RIC AN 6 U 2 O TOILET SIGNAGE A 2 RESTROOM PLAQUES ♦ \ ♦ c 3 TOILET RSIGNAGE I ^ = O DOOR SIGNAGE (1) ADA RESTROOM STANDARDS 33 DOOR HARDWARE LOCATION KEY ! ¢ RNA -ADA DOOR SIOIAGE.DAG N I S. PM -ADA RESIRON.DNG NJ ..S. 4 - 00017 WA.. OrM Ni S. WALL FINISH OVER GYP. BRO. RETURN DOOR FRAME & SEALANT. BOTH SIDES OF WINDOW. TIP. FNLSH AND GYP. BRD. TO WINDOW FRAME. CONNECTION, PER DOOR 'TINLEY ALUMINUM WINDOW SHIM AS REOD BLK'G 'V= NOTE: jttl • i �. ___.. • 1 ,•$!46...!"....4, THIS FO INRMAIpN b INTENDED TO PROVIDE DIMENSIONS AND �, i - , I 1 WAIL FRAMNG. CLEARANCES N GENERAL WAY. AND b NOT NECESSARBY AN Ill WALL FRAMING. C' PER PLAN ACTUAL REPRESENTATION OF THE RESORTS, N THE SUBJECT CONTRACTOR TO I ff PER PLAN ill ( r, DEVELOPMENT. VERIFY _ HEADER.PER - — y ty` _- � • ■ STRUCTURAL INSULATE PPES 10 SNK TO CONFORM ,EILWINII. _ I CEILNG LNE PROTECT AGAINST CONTACT TO (ADA 4.241 2 , KMIG STUD MN. \ MOM BOTH SIDES STUDS CORNER i CORNER BEAD, TYP. Z JI ',TER rilr" NOTE. DOORFRAME& O FINISHED WALL THICKNESS: ACTUAL STUD SRE PLUS WALL MUWON _JAMB Is O _ MATERIAL THICKNESS. VERIFY TOTAL iHIG(NESS FROM CONNECRON, PER FLOOR PLANS. ■ 0 ¢ 44 BREAK ROOM SINK ELEV. O5 TYPICAL METAL FRAME JAMB 66 TYPICAL DOOR HEAD O7 TYPICAL FIXED WINDOW JAMB, MULLION NM -ADA RiTMERD•G N.T.S. 4 N.T.S. 4 em.,DooR ' "'tlDC N.TS. 4 00111-IMPG" JABB.0. N.T.S. CO F--. LLI N K W H a ce NOTE I > ]G O 't^t WHSLE PLYWOOD { 1 "' , U 0 I-H V •� TYPFX' GYP. SHEAIHNG b BETWEEN )' TYPEK GYP. X • ° TYPE%' GYP. —�' LU EA. SDE Cie Z US GYP. BOARD AND STUDS EA SIDE = 0 G ,----- PLYW PLYWOOD THICKNESS i• 0 Z N ADD - PLYW TO . FRAMING, {` OM : - FRAMING. PUN. SCREW LENGTH. 1 PER PLAN PER PLAN I I Q EWING 2 R -11 BATT PLYWD. SI'G. 1 R -I I BATT i DEfANIG WALL W m Cr. 0 SOUND PER MCI. SOUND ' y_ INSULATION L ,1 . 1 INSULATION L � 411 V� r R -I1 BATT P SOUND INSULATION FASTENERS. I W FASTENERS. 1 • PER STRUCTURAL PER STRUCTURAL FASTENERS. • .e•�.a PER STRUCTURAL NI,' �I /ARSE ' / " BASE A - RASE � (WT -1) ACOUSTICAL WALL - UII /UM (.An-_,I) . Y 1 SHEAR WALL ( /T 3) NEW SHEAR WALL- PERIMETER . `*— 121 LAYERS ii" TYPE -%' i 121 LAYERS ) TYPE-K O FIR. z z J GYP. EA. SIDE GYP. EA. SIDE NOTES: FIR. SHTG, FRAMING. ti Mill I. STUD SITE& SPACNG PER STRUCTURAL , F PER STRUCTURAL PER STRUCTURAL O Q • • FRAMING. ERRING. 2. BOTTOM PLATE ATTACHMENTS. PER STRUCTURAL. W . PER PLAN 1 i Mil ! PER PLAN :I PLYWOOD WALL SWATHING, PER STRUCTURAL. P RAI. N Q E R -Il BAD I BA i I IV JOB No. NSULM: I MR-I ULA7IT KJN g . I. 1101 Hi • .. • I �� PLYWO.SHTG. WALL TYPE WE 4230: •`••••• PRAWN CHECKED PER STRUCTURAL j - . ��� PCRSIRUCi. . BAS ELAYBt: 3§" 1YPEKCYPSUMwAUBOARDAPR1F DTafBGHY It"TYPECGYP.BOARDNSTAUEDWITH LENGTH PEEP. TO FURRIN t •`• O DLM CM /DH I I ANGLES N EACH SIDE OF 2•6 STUDS @ 21 °0 /C MAIL WITH 7N FACE LAYER: TYPE 7 G CHANNELS A { { .: PERMSTRUCTURAL -W- W DRYWALL SCREWS B NO/C. FASTEN W/ EU MN. TYPE -S' DRYWALL SCREW INSULATION: DATE 02.04.1 1 i • FACE LAYER: Tir TYPE% GYPSUM WALL BOARD APPLIED AT RIGHT 8170 /C REED U ITO/C EDGES {) Ur MN. MINERAL EIGEt BATTS 12.SPCF{ L -� i d-� 11 ANGLES TO EACH SIDE WITH Z" TYPE'SORYWALL SCREWS IP B" O /C. REFERENCE: REFFRBICF! EDGES) •END JOINTS TO BE STAGGERED) SUPPORTED BY FURRING CHARNELS REVISION$ • i GYPSUM ASSOCIATION GYPSUM ASSOCIATION • SS' MINERAL FIBER INSULATION. RSCTKIN FR STUD SPACE WALL TYPE' WP 1230. II WALL MEW' 1730. FURRING CHANNELS: NOTE: MN. .026 TICK GALV. STL HAT SHAPED CHANNELS 2M. SE WALL 218. SEPERATI N WALL / SMEAR WALL ON WALLS WHERE PLYWOOD SREADNG LS BETWEEN GYP. BOARD AND NOTE PEEP. TO JOISTS ATTACHED TO JOISTS W/ I)'a" DRY WALL SCREWS (WT') (WT'S) STUDS ADD THE TICMWSGE PLYWOOD SHED TO SCREW LE NN361S TO HAVE FLANGES IXM "DEEP SIU WIDE. 4IUO/C E DOUBLED ATEA. END JOINT EXTENDING TO NEXT MISR1 SY X61 TYPICAL WALL TYPES FLOOR / CEILING ASSEMBLY - 1 HR. RATING (ASTM E 1 1 9/NFPA 251 ) SHEET l ¢ ) U .P .A TESD.G N.T.S. 4 J R mu 1. RCam N.T.S. . ... /. RECEIVED S1 NUC TUN X FEB 8 NE /, 2% FRAMING, PER PUN 2X FRAMING, PER PLAN SY+ 12'0/C M 0 2X PLATE WI 16d' /'� g.' 1X PLATE W /Idd • � d'0 /C �) e o /-- III Bd E G�H C N 9 • io 14° + • 3L" DIA. x J%' EMBED SIMPSON FLR SHVG PER PLAN B _ DIVISION 'mss' R. 0 POST, PER PLAN FRAMING, PER PLAN I I STRONG BOLT -2 W/ 3" SO. Al: WASHERS / B ED E % P' 6 �30�11 A 18'OIC 57CCE S [21' FF _ � Ln v V, "BMBERStRAND RIM 1067 l✓ "tIMBERSiRAND RLM 106E I�� ���F � � v-Z N< cm RUN E %616 "GONG. NBASE PER . 6`CONC_ sac G Ai RlM lO6t— Hi'G Ai RIM IgSt 1.1 — - -;�� C o�. ' EXIST SU81VERfl SUBIVERIFYI I EDGE NA11NG 70 EOGE NAILING TO PER F PUN G 1.J1 O° ` FMTCN $HEAR WALL SCHED. � b � � SPACE S M ATCH SHEAF WALL SCHED. I — �� ,9 Z y, 4 !$.SKL� Ida TOENAILS ,VS �i MIN. 12 1Dd TOE AS. EA JOIST Ibd T09JALSS 170K MIN. TA PER MArNF.3 48' 0/C � Z -d I21 10d TOE NAILS, EA 106! i ;:: X MM11/ 2 ' CONTINUOUS, DOLLOP PLATE "'J 7 CIR. CONTINUOUS. DBE. TOP PLATE Snrc. PER PLAN SMi'G, PER PLAN PER PUN 2 % FRA M ING. PER PLAN 21 FRAAYNG. PER PLAN — — = P k k vim? �<io 7 FOOTING SECTION 2 SECTION 3 SECTION SECTION I � ^ y � = O w -Smut NRAL �ErACS.AWC O Bvw- zrRUCNRU OEIM SO*C O BRw- STRUCNRU E€TJ SD*C O SflM- STRU<NRAL pETM.S O.0 SCALE °I p N 5 = ILO" Sc 5 ve l =1 O 5 scALe l l'O' S SCALE I' =I O" a VOID FOR %-BRACING Il 24 FRAMING, PER PLAN 21 FRAMING, PER PLAN 24A FRAMING. 2 %PUTEW /16d46 "O /C EDGENAI IG RAi 2x6PUlE 121od TOE NABS. EA J06! EDGE NAILING Id a d' O/C 164 4816"0/C FLR. 5HI'G, EDGE NAKING SOLID HUED (FIRE BLK'G/ I6d FR 160 /C PD. KG. R � NIA PE DMA 1 � ' . .II".I__ ftR =G. PER PLAN "--1.%, l II -„ PER WAN I/C IIMBERSTRAND RIM JOIST CB FRAING U j a . I F IR. FRAMING. � I • 1 I6d TOENAILS N IZ O/C MIN. 1 , �� ' + ray PER PLAN •Z . M1• LE — W� ��i FLAT 2%801G, IYP. AT PERIMETER Aral _ .— ::.- :.— '::::. .__- .:::._:"ILfaj = �• VS= [='7�.'ICL EDGENPAING IIMI \ ' PORT' \ EDGE SCREW. PER PLAN RAI2x6 BLVD 16 "0/C , 1211Dd TOE NABS. EA 1gSi MING. Rp/36 BLK'GW160 /C CONTINUOUS. S. DBE.TOPPUTE III 11 - PER PLAN SHED, PER PLAN 21 FRAMING, CONTINUOUS DBE. TOP PLATE 244 FRAMING. IC PLATE 24 FRAMING, PER PLAN PER PLAN I6410ENAA536'OK MT 2X FRAMING. PER PLAN fLR. FRA C) SECTION O SECTION O7 SECTION FURRING WALL O SECTION nmAI. DE.LS.Rw4 RPM- STRUCTURAL BcTUls. SCALE: I'�I'L" .5 SCALE *-41'43" 5 TRUCTURU ocruxs.o.c SCALE 1"41 30" S mUCNRU BFTAAS Ura SCALE. I'•I {',. 1.2110d TOE NAPS. EA JOIST M I— W N EDGE NAILING TR PER MANUF, N 40 0K Z w W N Cl iri■cpimir z 137 I4ABERSIRANO RIM JOIST i ce ' FLR. FRAMING. U O Z LU 1641 TOENAILS Fp 12 /C MIN. '.I8I�— g PER PLAN w C ce ( O 1 1 FIAT 2% SUM REP. AT PERIMETER O ( 1.... �8 ON 0 EDGE NNLNG EDGE SCREW. PER PLAN CONTINUOUS. DEL. TOP PLATE 1." ^ Z 1� I— CO 1\ I SWIG. PER PLAN 234 FRAMING. PER PLAN 9O SECTION �TAA » rJ SCALE: 1• =I 0 : %n Z —I O A Q O H C W JOB No. 11014 DRAWN CHECKED DIM CM /DH DATE 02.04.11 REVISIONS i n id SHEET c R _ - I. RECEIVED �PRoF V O ,N6C /� EGA FEB 8 TOP RAIL HANDRAIL o RD o • CONNECT TO STUDS 0 , 9 ' � ' 2 . .. 4" 1B' 0/C MAX. CITY OF TIGARD "u'/ R. MP _ V 2x1 1 2'CTR. ��Y I; MIN 1- BUILDING DIVISION " 6,3 °' \ 1 \ , 121 IOd GALV, z 6.-, < jf • Pt. 4x1 VERi. I CIR. - h' 6'1T' O/C MAX. . HANDRAIL \ i" or NAILS TOP 8 BOn. I a m • (l MA %. O.D.I 1 , C I-11 1 O Ix8 SOLID BLK'G CONNECT 101x1 POSTS, RP. �� 2 W/ (2) SIMPSON EACH E 35 J'd" Lii j _0 • AT FACHEND a U D 1'Z T j h (NOTCH BLKG AS REDD IJ,i — PT. 1x1 VERT. 2 -IV' FOR FULL BEARING) I' I M I � a 8-o - 0 /C MAX. O J J IOLw Q a z • I t \ LL d ' I I 'MIN. 2 %tREADS 0 w I • • \ \ I /NOSING ' 11 I I I I } r 2x2 PICKEtt c k 5 M PSON Dn2 • II 2) I I I - _ W/ KIN BOLTS •�~, l, "PLYWD. - • DBL. PT. 2x12 SINGER GLUED ti r .... 215" x 715" PL. WASHER I. CLOSURE li I d NAILED LAMINATED W/ GALV. 1 �' LI �• I - 16d417O /C STAGGERED `I `6+ - ALIGN RICO 1 1'li 'I WA LENGTH OF �.I A I 1 STRINGER ( il(, .. L� iN — it PT. 2x12 NOTCHED STRINGER u L SIMPSON TA107 CAPS W / P7. 2t 12 STRONG BACK EA. SIDE W /SDS 25 SCREWS. TIP. - - W/ 1Sd GALV. ® 17 0/C STAGGERED (2) SIMPSON 'SOS EA. STUD SCREWS En STUD O i STRINGER SECTION 22 TYPICAL STAIR SECTION 6 011- SHEETADAG SCALE 1"=1'-0' 6 01l- 91EETiU•G SCALE: / M.O' POST 2x0 LEDGER W/ 12/ SIMPSON 4x6 DING CO . AT SDS .25x3W'SCREwS LANDING CONNECTIONS EA. STUD 2X DECKING SIMPSON ~ 11.1 N • SIMPSON 11UC2167 (SLOPED 'HUC4I7 W I-- c,.... t SEAT) HANGER AT STINGERS. NA. HANGER #1!?�R ►�.iVltr�i�l�ra �T�il►ri 6-0" O/C MAX. PT. 4x4 VERT. 4x4 POST �- =Z_ U O Z W I'J7 POST. PER PLAN II 2x8 DF R I lANI)IIIG C = O /1 r FRAMING I C (z/suAPSON'onu' i t - '` -Z '`;i 016'0 /C O Z N CC 215'x 7 W/ ;MIA. BOLTS 6 NM SIMPSON'ABU61' BASE SIMPSON 'ABU BASE 0 Q O Q Yi "PL WASHER O W/ " DIA x 33i" EMBED = w/ 38' x37'EMBED \_''''''''''''''' _ L„� O .1h SIMPSON STRONG BOLT -2' = SIMPSON STRONG BOLT -7 1x1 P ... ® W < (2N 0 II � 1•12E6 NI ®� 11 II 11 PI 2x6 CLEAT W/ (2) )7 DIA. U U U SRAPSON'HU212 - x 3-5i' EMBED SIMPSON STRONG BOLT-7 AT MBLSIRNGER POST, PER PLAN POST, PER PLAN IN C417 C112' SIMPSON'HUC117 HANGER HANGER 6 STRINGER / SLAB CONN. SCALE ED TYPICAL POST BASE B CA E:I =I'-0 6 LANDING SECTION & FRAMING PLAN SCALE I =1'-0 • o Q z o o CV I- Kn JOB No. 110 DRAWN CHECKED DLM CM /DH DATE 02.04.11 REVISIONS rl • L R SHEET ! 1 ..c A __A