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7800 SW DURHAM ROAD STE 500 r r t ,... , i to i it �.� Floor Joist-Light Storage � ,� Floor Joist-Office loading �'U/ �,,•�` irA, a� )0eafrn'- v555 Senor Numbe• 71x)102261 14" TJI®!L65 JOIST t@ 16.0" o/c •rJ Bea.n'- Vass Seng Nexnbe/.roxl,u226, 14" TJI®!L65 JOIST @ 16.0" ole B• AMUSA 1001 „2502 21004PM INicoli Engineering, Ince Bc O I Of I loo• tCoe2 1.5616:'M Paye,ui t &,+ROD t.6 Pte''�r' �+d� '4° THIL' NROpUCT MEETS OR EXCEEDS TME SET DESIGN CUNTRULS FOR THE APPLICATION ANJ LOADS LISTED �� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR 1-HE APPLICATION ANO LOADS LISTED PFJ Bcx 20784 Tigard Oregon 97281 Phone, (503) 620-2086 Fax (503) 684-3636 O D�SI(,tN CRITE��A Overall Dimaosion=16' ' r - GR --VI'rY DEAV WAD = 15 P•y; 2i �i VE L-OAV (OFF 1(-,E'•)-r 15 0 P3�' 111, �lJ 12' 4' • • -20'4"- --- Product Diagram is Conceptual. UCTURAL CALCULATIONS �ivF_ LOAD c L, t?MrZE, T 17.15 Pyr Product Diagram is Conceptual. LOADS: LOADS: An<)i,t s for Joist Member Supporting FLOOR•COM.Application. Loadt)(psf) 25 Lw at 100°o uurabon, 15 Dead,0 Partition LI\/�, L VItiC k/�p►•IQ� ' = I V!] P,f• Analysis for Joist Member Supporting FLOOR-COM Appitt:ation Loads(psO: 50 Live at 100°6 duration; 15 Dead;0 Partition FOR: SUPPORTS- INPUT HEARING REACTIONS(Ibs ) S�I SMIC. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) W;DTH LENGTH LIVE/DEADlTOT PLY DEPTH DETAIL OTHER LANDAU A�SOCIATES T.I. , ` WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 550, 5`i 1C;2/ 1.0611118 1 14 0' TJM Blocking Panel � /�' 1 1x6 Plate 5.50' S.5" 678!203/881 1 14.0' TJIm Blocking Panel 2 2x6 Plate 550, 5 5" 1785 r 214/2000 1 14 0' TJW Blocking Panel 2 2x6 Plate 5.50, 5.5" 6)8/703/881 1 14 0' TJIt Blocking Panel IMPDRTI�tiC.E r A�.-TO(� " i•(� DESIGN CONTROLS. 7910 SW DURHAM RD. ' DESIGN CQNTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1210 1052 2125 Passed(49%) Rt end Span 1 under Floor loading TIGARD, OREGON - 5 D 1 L Shear(lb) 1000 1000 2125 Passe(.�47%) Lt end Span 1 under Safe loading Reaction(lb) 2000 2006 3395 Passed(59%) Bearing 2 under Floor loading Reaction(Ibl 995 995 1885 Passeo(53%) Bearing 1 under Safe loading MorTtent(ft-Ib) 2941 2941 7961 Passed(37%) MID Span 1 under Floor ALTERNATE span loading al,_uw AISLE- so►L. BEARIN(, pRE�Urrr I gL?D s� Moment(tt-Ib) 4155 4155 7961 Passee(52%) MID Span 1 under Floor loading Live Def(.(in) 0.118 0.285 Passed(L/999+) MID Span 1 under Floor ALTERNATE span loading P Live Dell(in) 0.329 0.400 Passed(U715) MID Span 1 under Floor lOadmg Total Deft.(in) 0.127 0 570 Passed(LJ999+) MID Span 1 under Fkror ALTERNATE span loading U 13 L ->O I L T'Yft �fj Total Dell(i 1) 0 427 0979 Passed(U5W) MID Span 1 under Flax loading TJ-Pro Rating C5 Any Passed Span 1 TJ-Pro Rating 48 Any Passed Span 1 Allowable moment was increased for repetitive member usage Allowable moment was increased for repetitive member usage. Deflection Criteria STANDA-RD(LL:U480,TL U240). F I�I�M I N (A: Deflection Crilena: STANDARD(LL:0.4',TLU240). Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED 8 NAILED wood decking Deflection analysis is based on composite action with single layer of the appiapnate span-rated.GLUED 8 NAILED wood decking. Bracing(Lu):All compression edges(top and bottom)must be traced at 2'8'do unless detailed otherwise Proper attachment and Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8'do unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability 151L?- ;r0LLe7W 1 int Lx Ylle(ahlErS FOle ME M eo_:�R 17L'51;x N Spositioning of lateral bracing is required to achieve member stability The load conditions considered in this design include Alternate member loading Concentrated load requirements for standard non-residential floors have been considered. Concentrated load requirements for standard non-residential floors have been considered • TJ maximum bearing length controls reaction capacity. Limits: End supports,3.5' Intermediate supports,5.25". TJ maximun•bearing length controls reaction capacity Limits End supports, 3 5" Intermediate supports,5 25" PR pF TJ-P - RATIN Y TkM TJ-Pro" RATING SYSTEM E\ �� D "� ' The TJ-Pro USA Rating System value provides additional floor Romance information and is based on a Glued&Nailed 23132 OSB The T!-r ro(USA)Rating System value provides additional floor performance information and is based un a Glued 8 Nailed 23/32 OSB decking. The controllinq span is supported by walls. Additional consider.dions for this rating include:Ceiling-None. A structural analysis of decking. The controlling span is supported by walls Additional considerations for this rating include Ceiling-None. A structural analysis of 11 the deck has not been performed by the program the deck has not been performed by the program y �/� 24e SPN N Cr A(:F t(-u `PAGE �-'-' &I OV��1`�S ADDI I At.NOTES ,l n 1 ADDITIONAL NOTES: 4'o/Z 4 PeQtA p"C'W_3LZ ',-_trap e Il5G�n 7 I25 O L -IMPORTANTi The analysis presented is output from software developed by Trus Joist(TJ) TJ warrants the sizing of its products by this -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product software will be accomplished,n accordance with TJ product design criteria and code accepted design values. The specific product ,{--__--__ application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a N `~ TJ Associate. TJ Associate, N 7 ot all products are readily available. Check with your supplier or TJ technical representative for product availability. Not all products are readily available. Check with your supplier or TJ technical representative for product availability �A � 'SHEATt41NCr, THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS �-k � �eC1� Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above -F 1`�N6�x G'x00VCx J Right overhang may require bottom chord bracing tX-ROWED GLUE-0 i� PROJEINF MATION OPERATOR INFORMATiQN: � r ■ 1ECEIVED ,&M� OPERATOR INFORMA,-TION: LANDAU ASSOCIATES Nicoli Engineering LANDAU ASSOCIATES Nicoll Engineering TENANT IMPROVEMENT Alan Bodnar CLIENT DAVID MET7_'GER TENANT IMPROVEMENT Alan Bodnar JOB NO. 010710 9025 SW Center St JOBNO. 010710 9025 SW Center St. Tigard,Oregon 97223 R 1 � 2F? Durham Rd.,7600 Ste.500 Tigard,Oregon 97223 (503)620-2086 ' JOB NO.: 011102 !^r B • PREPARED BY : AB CIFY OF 11116A" BUP2002-00060 (503)620-2M (503)684-3636 CHECKED BY : ENK RMDM DiM0N 2 of 37 (503)684-36M CuPYrVA 0 2000 by Trus Jnbl•a Wyerfiasuser Business TJ-Pro^'and TJ-Beam"'are tradenwks or Trus Jasi ,,, ,,, Tire is a reiiislered tratpertfaAi of Trus Joist 4Iz 2 a CoPY*4rx O 2000 by True Joist,a WeysAuesuaer Buslnaaa. TJ-Pro and TJ-Beam are troderrlarks d Trus Joist, l Durham Rd.,2-00 Sts 500 -' Tile isaMgM@radtraftee, orTlusJrA0 2Durhani Rd.78U0 Ste 500 BUP2002-00050 p *5 PROJECT L A , 1 D 4tt f A�,Qcj d�� T-1{ Durham Rd.,7800 Sts.600 > BUP2002.00050 DATE : 2-7" 02 1 of 37 , AGE Or / HM 1J V (-'% f3 1 ?� BUP2002-00050 PREPARED BY DATE JOB NO., 111 p PAGE NO. 2 OF'Z/ Assees" 301 37 4 of 37 vi W Floor Joist-Office span TJ4n.arf•- sloes s.ruriwmbe! 700102xi, 14" TLlh/I fi5 JOIST @ 24.0" f3!C ----_- - b6AMUSA 1001 1172W2 2113OPM COMPANY PROJECT COMPANY PROJECT COMPANY PROJECT Prink 1 d t suim code 146 Woodl Wo r ks� Nicoll Engineering TENANT IMPROVEMENTS Nicoll Engineering LANDAU ASSOCIATES Nicoll Engineering LANDAU ASSOCIATES THIS PPODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION'AND LOADS LISTED 9025 SW Center Street LANDAU ASSOCIATES Wood Wo r ks`� 9025 SW Center Street TENANT IMPROVEMENTS �ood Wo r ks`� 9025 SW Center Street TENANT IMPROVEMENTS Tigard,OR 97223 JOB NO. 011102 • Tigard,OR 9/223 JOB No.011102 Tigard,OR 97223 JOB No 011102 (503)620.2088 {(N I"..//lN ifrxM MM'.N (5503)620-2086 ,Illi-f!l In/WfHM Mf-.V `(!103)620-2086 \\J.aan..299,,2002W10:03:10 STAIR LANDING.wwb Feb. 1,2200(•22 110:19:20 h-1.,Awb Feb 1,2002 10:20:14 h-2 wwb - Design Check Calculation Sheet Design Check Calculation Sheet Design Check Calculation Sheet LOADS: 1 Iris,pst,or pit; LOADS: (lbs,psf,or pit) LOADS: (lbs,psf,or pll) �1} [21 Load Type Distribution Magnitude Location (ft) Pattern Load Type Distribution Magnitude Location Eft) Pattern Load Type Distribution Magnitude Location (ft) Pattern _ _Start 9tom Start Bnd _ Load? Start End Start End Load? _ Start end_ Start End Load? 1S 1 Dead Full Area 15 (IC-0) No 1 ",.ad Full UDL 263 No 1 Dead I''ull UDL 240 No Product Diagram is Conceptual. 2 Live Full Area 100 (16.0) No 2 Li••a Full UDL 675 No 2 Live Null UDL 1250 _ No �� -Tributary width (in) Analysis fir ,.)1st Mernbetr Suppexting FLOUR-COM Application. Loads(psf):50 Live at 100%duration, 15 Dead,0 Partition - - -- - - MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(ln) : ----- AUPP W$1_ INPUT REAPING REACTIONS(lbs.) I WIDTH LENGTH LIVEJDEAD7T0-r PLY DEPTH DETAIL OTHER f 1 2x6 Plate 5.50' 55, 750/225/975 1 14.0' TJW Blocking Panel 2 2x6 Plate 5 50' 5 5' 750 1225/975 1 14.0' 1•JIf9 Blocking Panel (r 4'-6- DESIGN QQilTROLS: -Dead 45 65 g' 3, U, 3, T --- -- ----- - -- -- Dead 360 360 MAXIMUM DESIGN CONTROL l'ONTROI- LOCATION Live 300 300 Dead 394 394 Shiar(lb) 10(x) 1000 2125 Pass 47% LI.end S . 1312 Live 1e75 1e75 Pass"47%) pan 1 under Salo loading Total 345 345 Lave 1312 1707 Total 2235 2235 Reaction(lb) 995 995 1485 Passed(53%) Bearing 1 under Safe loading' Bearing: - __-.__--.._ __._._ -_--_--- ---_ Total 1707 -- - Len h 1.0 1,0 Bearing: --- _- Bearing: QiorrMrM(fl•!b) 3300 3300 79131 Passed(11%) MID Span 1 under Floor loading --- -- - - -- - Llvs DeA.(in) 0.149 0 356 PssmAIJ999+) MIU Span 1 under Floor loading Length , .0 1.01 Len th 1.0 1.o Total Dell.(in) 0 194 0.712 PassmXL18e4) MID Span 1 under Floor loading TJLumber-soft, D.Fir-L,No.2,2x6" -Pro Rating 59 Any Paeued Span 1 - - - - -- - - - __ Alto3wsde was te Spaced at 16'dc; Lumber-soft,D.Fir-L, No.2,4x6" Lumber-soft,D.Fir-L, No.2,4x8" flor repstlUw marNoer Usage, lateral support:Trip=U.BOM)o nn=at supports;Repetitive fecilof appoW where permitled(rsMr to onikla halp);Coed Combinations:ASCE 7-95 Labral support:Topm full,Bottom=at supports Load oombinations:ASCE 7-95 Lateral support:Tope hill,Botl at supports;Load comtlMlatlons:ASCE 7-95 Deflection Criteria:STAVDARD(LL:L/4AQ T1.:LJ240). -- - _ - - ---- -- Dellectim 6wa"Ill 4 based on 0mvPxNs cellon with s(ngb layer of the arpropr(ate span-rated,GLUED 8 NAILED wood dedtkV SECTIONvs. DESIGN CODE NDS-1997:(stress-psi,and In) SECTION vs.DESIGN CODE NDS-11197:(stress-psi,and In) SECTION vs. DESIGN CODE NDS-1997:(stress spsl,and In) BracWLu):AN compression edges(bp and borsom)mhwt be brec.'ed a'.7 8'O/C unless detailed othenaise. Proper attachment and Criterion Anal• Value Desi Value Anal sis/Deni Criterion AaaYsi9 Value D2ein Value Anal •is/Desi Criterion Analysis Value Design Value Anal eie/Design poaNkw*V Of lot"[l1NClnp Is re(OArad b schileve merrlhlr stability 8 ea+ ar fv ed . 50 Fv' . 95 fv Fv' 0.53 Shear Cv ed . 91 Fv' - 95 fv Fv' 0.97 Shear f ed 79 hr' 95 fv P�' 0.63 COflCliinfrated load Ce�ralrlanb for at9ndard floors hen s been considered. Bending(+) Eb 615 m' .. 1345 fb/Flo' 0.66 Bending(+) fb . 871 Fb' 1170 f.0/Fb' 0.74 Bending(.) fb • 656 Flo' 1170 fb/Fh' 0.56 -TJmexirnwtmbss"WrVM1CorMtolareactiont�WWty Limits. End sipports,3.5- intermediates Live Def' n 0.04 - cL/999 0.15 - L/a60 ( 0.25 Live Defl'n 0.02 - cL/999 0.10 - L/360 0.it Live Defl'n 0.01 - ,L/999 0.10 - L/360 0.13 1Xppoxls,5.25�. Total De!1'n 0.05 - cL 999 0.22 - L 240 0.20 Total Defl'n 0.03 • cL/999 0.15 L/240 0.20 /999 0.15 L/240 0.11 __- _ _ Total Defl'n 0.02 >• cL - -- -- - ---_ __T__ - - ---- - - 1J�re"' RATING SYBTEY ADDITIONAL DATA: ADDITIONAL DATA: - ADDITIONAL DATA: The TJ-Pro(USA)Rating System value provides additional furor Psi'Ormance information anal is Rased on a Glued&Naffed 1 OSS decking FACTORS: F CD 04 Ct Cl, CF CV Ctu Cr LCN FACTORS: F CD CM Ct CL CF cV CEu Cr LCN FACTrP F CD CM Ct CIF CF CV Cfu Cr LCN Tis oon'toeing span is supported try wells. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck trbl+- 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fb'+- 900 1.00 1.00 1.00 1 000 1.30 1.000 1.00 1.00 2 Fb'.- 900 1.00 1.00 1.00 1.000 1.30 1 000 1.00 1.00 2 ho not been performed by the program ft, . 95 1.00 1.00 1.00 (CH - 1.000) ] fv' 95 1.00 1 00 1.00 (CH 1.000) 2 Fv' - us 1.00 1.00 1.00 (CH - 1.000) 2 rep,. 625 1 .00 1.00 - Fcp'- 625 1.00 1.00 - Fcp'- 625 1.00 1.00 - aMslMuas y�TIIsya a' • 1.6 million 1.00 1.00 2 a' 1.6 million 1.00 1.00 2 E. . 1.6 million 1.00 1.00 2 - IMPOWANTi The araym presented is rapuil from sollwere developed by Trus Joist(TJ). TJ warra-ts the sizing c its products by this Bending(i,) : LCN 2 - D+L, M - 398 lbs-ft Bending(.) : LCN 2 D+L, M - 1280 lbs-ft Bending(+) : LCN 2 - D+L, M - 1676 lbs ft aONsllre colt los ecclomtpMhhad ti a0001MMICa wNh TJ product dellen Criteria and Code it .6d tlea4pn values. The spsdNc prooiud 'hear : LCN 2 - D+L, V 345, Ved . 274 lbs Shear LCN 2 D+L, V - 1707, Ved - 1185 lbs Shear : LrN 2 - D+L, V - 2235, Veil - 1335 lbs ��aftr.MmAdeaignIoadft.andatalad kiii have n t?aClaction: IC! 2 D+L EI. 33.]7e06 lb-int Deflection: LCN 2 - D+L EI- 77.64e06 lb-int Deflection: LCN 2 D+L BI. 177.93e06 lb-in: • provkfet.by Elise sgRhbarls user. T11ts olAplA hes not bsrnrt reviewed by a Total deflection - 1.S0(Defln_dead) + Defln_Live. Total Reflection - 1.50(Defln decd) + nefln_Live. Total Deflection - 1.50(Defln dead) + Deflr__Live. TJ Aaaodala (D-dead L-live S-snow 1111-wind I-impact C-construction) (D-dead L-live S-snow N--wind I-impact C-construction) (D-dead L-live S-snow hr-wind I.impact C-construction) -Not 01 Produeb are rsadty avaiIIIII049 ChOO wNh your*Lq* r or TJ techs rlpreaMll'IIve for product aVap'bNltyy. (All LC's are listed in thrn Analysis output) (All Lc's are listed in the Analysis output) (All LC's are listed in the Analysis output) -THIS ANN-YSiS FOR TRL4 JOMT PRODUr.TB ONLYt PRO(N)CT SUBSTITUTION VMS TENS ANALYSIS- -A1110`11111111111119A1110`11111111111119Stress tl6*0 methodology was used for Code NER wvI4YrM9 lihe TJ Qontrnpcial product plod abo,rl, 4 DDESIGNGN NOTES: DESIGN NOTES: DESIGN NOTES: 5 1.dawn Mlmba 9W M it~dsMcson Wilts ars appopriato kw yaw spintimeorn. 1.Plops vertfy Mat ft default deflsaMDn limits aro appropit Is for your application. 1.Please I bsrrill n mhllindw l shat to blsrtdy supported accoidl, b►he provelons of NOS Clause 4 4.1. 2.Sawn Awntisi bandit members shallbe bbra9y euppo l sowrdknp lo tie provW"d NDS Gauss 4.4.1. 2.Sawn k heir bandingdefa deflection blah aro approplats cc your apphapro I tonally supported according to the provisions of NDS Gauss 4.1 1 LANDAU Atl1110001ATIN N1WFralieatng Ue6e ZX(o 1�. 2 U`bc T X1!iowa. oo4-1 '!/ J= �leNT wit rl >p - e- 1� o•C-. No. 2 ��'J= ta>•10 �e>BwOa��mhr al �I o. Z 17PL NW� ,,}' �t>�1/�1stMISJIM lt/ttw�wl�rss► sMlsw eu1 sislwar■wlawaisAa M ria 4stst. Durham Rd,7'00 St0 Soo Durh Durham Rd.,7'00 Sb.600 Durham Rd.,7800 Sts.500 Lhlrfharrl 9UP200BUP2002.00050 2.000jo SUP2002-000130 R 1UOIIC N of 37 7 of 37 A U 37 f .;.:.r......_._,.,,e,.s..."u,.+a.,,-�,,,,,,- . ,,,w{-. •.eco.„.++ _.. _._.,. .. _ _. -e111111111111110* "Cm IiIiIIiIlIllll�lI11 + I) iii nl�n(IfIII �nllllul llll'ull) nlln ��II IlIIn�I�I'IUIII III(Itlli!n�li I f II IS 4I nII n(Iulllul InulluilnfJlinl�ll(IIfInIIIn�IInIIlnlillllll ( i 24( 2 5 2S 27 ly 29 Ill3i 07 i _ _-- -- - r. Sell 7N{d ' �,� y 5,3.��+� � i�r �1; �ili'9'• 97` Y 1 ,• i i ._ '•. l�•�+' t H •�i n. 3 ay Y..-�+,°!rid�9°v'1 an b�,��'k�SF� ��r1 1 :. +�, �! ,� i,i �.. ..:. ,-'.. -. .--•'.: f w !". b r. t i COMPANY PROJECT COMPANY PROJECT - -- ------ --- NlooM Engineering LANDAU ASSOCIATES COMPANY PROJECT f COMPANY PR(✓JFCT wood Wo r ks® Nicoll Engtnearing LANDAU ASSOCIATES Nicoll Engineering fENANTIMPROVEMENTS 0!j Nicoll Engineering TENAN i 1MPR01 EMENTS 9025 SW Center Street TENANT IMPROVEMENTS 9025 SW Center Street LANDAU ASSOCIATES 25 SW Center treei TENANT IMPROVEMENTS C mood Wo r k s `� g wood Wo r k s Tigard, 0- 51223 JOB NO-011102 WOO Wo r S HHIWAH•LI Wr M•n,ti Tigard, SW Center Street JOB NO A�^N'IATES wrrrArna.-oe-.vx.N (�)820_.2068 750318,OR 97223 J(�!Na.011102 T'iJard,OR 97223 JOB NO. 011102 n Feb. 1,2002 10:22:28 h-3.wwb srrlWASI I[u.'uuo avb_N ((503)620-208b HNIWA.I ION W MWod M.N --------- --_ _------__-- -- -- - - - -- --- -^ -- - -v-- !Feb 1,2002 10:23:36 h-4.-m" -- T- (503)620 2086 503rd.OR ,7223 JOB NO 011102 -1 (503)620-2086 Jan.29,2002 10:21 40 FB-'I wwb Jan.29,2002 10 21 56 FB-2.wwb Design Check Calculation Sheet LOADS: I lbs,pall,or pill Design Check Calculation Sheet Design Check Calculation Sheet Design Check Calculation Sheet -- LOADS: (lbs,pall,or plf) LOADS: (lbs,psf,or plf) LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Locacion (ft) Pattern Load Type Distribution Magaitude Location (ft) Pattern Load Type Distribution Md tude Location ft) Pattern Load _ stare end scare Red Loads Yp gn; l Type Distribution Magnitude -Lor_ation (ft) Pattern 1 Dead Fu 1 UDL 230 Start End Start End Load? Start End Start Frad Load? No _ Start End Start End load? 2 Live Pull 11DL 1250 No i Dead Full l)DL 263 No 1 Dead Partial tIDL 78 7a.00 0.00 5.:5 No 1 Dead Pull IJDL 2p No --- _-- 2 Live Pull IJDL - 875 No- 2 Dead Partial IlUL 38 39.00 5.25 10.50 No 2 Live Pull 11DL 133 No MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : - - 3 Live Partial 11DL 250 250.00 5.25 10.50 No 3 Dead Point 252 4.50 No MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : 4 Live Partial UDL 517 517.00 0.00 5.25 No a Live Point 1663 4.50 No - MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : - - MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : 01 r --- - -L-11 84007540 01 10'$'4375 0' 60Dead 357 Dead 216216 252 - ----S21S 5215 ---- ------ ---- -- 'I29 Live 2364 Live 14]0 Dead 729 1915 1430 _ Total 1646- 1.6 1.6 Live 2625 1615 Total 2721 Total 3414 3314 Scaring: -- - - 1646 _._ - -------- Bearing: ------ - Length 1.3 - 1.0 Bearing: _. -- ---- - - -- Length 1.0 1.0 Length 1.6 1.6 _ �- - Glulsm-Simple,VG West.DF,24F-V4, S-1/13x8" - - -- --- - -- ---- Labral support:Topa Ale,Botiorn-at supports;Load wmbktabona ASCE 7.95 - --- -- -_ ---- Glulam-Simple,VG WAst.DF,24F-V4 3-1i8410--1LZ - --- SECTION vs. DESIGN CODE 11Ds-1997:(a Lumber-soft, D.Fir-L,No.2; 4x12" Lalaral support: Top full,Bottom=at supports;Load oombinatlons:ASCE 7-95 - GILlam-Simple,VG West.DF,24F-V4,3-118x1�•1/a" trees-gel,and in) Lateral support Top-fust,Bott2rrt■at supports;Load corr"nalbns:A.SCE 7.95 -- -- - Lateral support:Top=full,Bottom=at supports;Load combinations:ASCE 7.95 Criterion _ Anil sis Value Design value Anal tis Deal n - - SECTION vs. DESIGN CODE NDS-11197:(stress-pal,and In) - -shear [v . 133 ►v' - 190 v Pv' o.7o SECTIONvs. DESIGN CODE NDS-,997:(stress-pal.and In) - - SECTIONvs. DESIGN CODE NDS-1997:(stress-psi,and in tending(+) fb - iS83 Fb' - 2400 fb/Pb' - 0.66 -- - Criterion - Analysis Value Desi Value Mal •i•/Desi - - _ Live befl'n 0.12 - L/697 0 23 - L/360 O.S2 Criterion - Mal sis Value Desi _Value Anal sis%Desi Shear fv ed . 101 Pv' 190 fv Pv' 0.53 Criterion Mal sia Value Des1_n Value Anal sis/Desi Shear fir ad 89 rv' . N fv !1r' - 0.93 Sending fb - 1300 Fb' - 2400 fb/Fb' - U.54 Shear fv rd . 69 Fv' 190 tv/F'v' - 0.36 Total Deti'n 0.16 - L 541 0.35 L/240 p.4a Bending(+) fb - 1224 Fb' 2400 fb/Fb' - 0.51 - Baodiny(.) fie - tl32 Pb' 990 tie/Pb' . 0.24 Live Defl'n 0.19 - L/651 0.]5 . L/360 0.55 ADDITIONAL DATA: Live Defl'n 0.04 <L/999 0.20 - L/360 '0.19 'total Defl'n 0.24 L/531 0.52_- L/240 ___ 0.45 Live Defl'n 0.12 - L/926 0.30 L/360 0.39 _ _ J--- _ Total Detl'n U.14 . L/754 0.45 L/240 0.32 Total Defl'n 0.06 <L/999- 0.30 - L!240 -- 0.19 ADDITIONAL DATA: - - PFb'*-a: 4 CD cal Ct CL cP CV Cfu Cr LCI -- -`- _ . ADDITIONALCATA: - rb'.. 2400 1.00 1.00 1.00 1 000 1.00 1.000 1 00 1.00 2 rv' . 190 1.00 1.00 1.00 2 ADDITIONAL DATA: FACTORS' F CD CM CL CL CF CV Cfu Cr LCq Fcp'- 650 1.00 1.00 FACTORS: F CD CM Cc Cl, CF CV Cfu Cr LCI Fb'+. 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 FACTORS: F CD CM Ct CL CF Cv Cfu Cr LCq 1.8 million 1.00 1.00 2 Fb'+. 900 1.00 1.00 1 00 1.000 1.10 1.000 1.00 1.00 2 Fv' . 1190 1.00 1.00 1.00 2 Fb'+- 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' - 190 1.00 1,00 1.00 Fv' . 95 1.00 1.00 1-00 (CH . 1.000) 2 Pcp'- 650 1.00 ..00 .. 2 Fcp'. 650 1.00 1.00 Sendingo+► : LCN 1 - D+L, M 9126 lbs-ft Fcp'. 625 1-00 1.00 - E' - 1.a million 1 00 1.00 E' . 1.9 million 1.00 1.00 Shear : LCI 2 D+L, V 5215, Ved 4097 The E' - 1.6 million 1..00 1 00 1 Bending(+) : LCq 2 . D.L, M . 6221 lbs tt Bending(+) : LCN 2 . D+L, M SBSB lbs-!t Total Deflection LCN 2 - 050 EI- dead) e06 flnlb- Li Bending(+) : LCN 2 = D+I., M 5121 lts ft Shear LCN 2 - D+L, V - 2721, Ved . 7.200 lbn Shear : LCI 2 - D+L, V - 1646, lbs - 1511 lbs Total ea[lsction - 1.pnow . dead) . Detln_Liva. Deflection: LCN 2 D+L 3I. 542.63e06 lb-in2 Deflection: LCI 2 - D+L EI- 642.53Vede06 115in2 (D-dead L-live S.snow W-rind I.impact C.construction) Shear Lr:M 2 � n+L, V - 3414, Vaud • 2347 lbs (All LC's are listed in the Anaiysis output) Deflection: LCN 2 • D+L EI- 664.44eO6 lb-in2 Total Deflection - 1.50(Defln-dead) + Defln_Live. TOLal Deflection 1.50(Defln_dead) + Defln_Live. (D-dead L.live S-snow W.wind I•impact C.constrvction) Total Deflection - 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: - - (D-dead L-live 4-snow W-wind I.impact C-conetnrction) (All LC's are listed in, the Analysis output) (D-dead L.live 8-snow W-wind I•impact C-construction) __ (All LC'e are listed in the Analysis output) fell L( a are listed lit the Analysis Output) - _- DESIGN NOTES: -- • 1.Pteaw verity that tf+s default delectlort Ikrtlts ars apprDpAate for your application. --- --- ' ------_- --- DESIGN NOTES: 2.GLULAM:The loading ooefkiwd KL used In the calculation of Cv Is assumed to be unity for all cases.This Is oonsetvative except where point DESIGN NOTES: 1.Please vert that Ute default deflection limits aro l0ede occur at 1/3 points of a open(NDS Tabte 5.3.2). y appropriate for your application. 3.GLULAM:bxd-acfwl bnadrt x acral depte• 1.Please verify that the default deflection limits are appropriate for your application. 2.GLULAM:The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases.This is conservative except where point 1.Please verity that the default deflection limits are appropriate for your application. 4.Gkutenl Berry shall be 2.Sawn lumber members shall be laterally supporMd according to the provisions of NDS Clause 4.4.1. loads occur at 1/3 points of a a NDS Table 5.3.2. 2.CLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all rases.This is conservative except where loads occur al 1/3 points of a span ND p point p (NDS Table 5.3.2), supp2rMd sa�oxt6kg b Cie provisions r>r NDS Clause 3.3.3. �( ) 3.GLUCAN:bxd=actual breadth x actual depth. S.GLtJLAA/ Deerlrg tertpMl INtaad an snteler d Fcp(tensbn),Fcp(oornp'n). -_ 3.GLULAM:bxd=actual breadth x actual depth. +--- -- --J 4.Gulam Beams shat be laterally supported according to the provisions of NDS Clause 3.3.3. 4.Glulam Reams shall be laterally supported according to the provisions of NDS Clause 3.3 3. N 5.GLUCAN:bearing length based on smallr of Fcp(tension),Fcp(oomp'rt). 5.GLULAM:bearing length based on smaller of Fcp(tenston),Fcp(comp'n). u51s 2'�F-v4 • �p 9 1 O/Z 11rz 3 i z�i 3 Durham Rd.,7800 Ste• I7.3 3 BUF 1002-00060 Durham Rd.,7900 Ste.500 Durham Rd.,780x1 Ste.500 Durham Rd.,7800 Ste 500 BUP2002-00050 SUP2002-00050 SUP2002.00050 9 of 37 10 of 37 11 of 37 12 Of 37 COMPANY PROJECT COMPANY PROJECT COMPANY PROJECT Nicoll Engineering TENANT IMPROVEMENTS Nicoll Engineering TENANT IMPROVEMENTS Nicoll Engineering TENANT IMPROVEMENTS wood Wo r ks� 9025 SW Center Street LANDAU ASSOCIATES 9025 SW Center Street LANDAU ASSOCIATES wood Wo r ks 9025 SW Center Street LANDAU ASSOCIATES wood Wo r ks� figs Tigard,OR 97223 JOB NO. 011102 EXIST 1 N(,, 5 L P•P5 BE ISR wU Tigard, 3- 97223 JOB NO. 011102 - ref, 0- 97223 JOB NO. 011102 90"WARtIONW~MW:N (503)62(12086 alMla•AM RN Wf"10IW W.N aarMAN MH WIX)n M+X:N (503)6Z3`2088 (503)62Q26t36 Jan.29,2002 1022 12 FB-3.wwb Jan.29,2002 13:18:22 C-1.wwc Jan.29,20 02 13:26:10 C-2.wwc Design Check Calculation Sheet - v- Design Check Calculation Sheet __ Design Check Calculation Sheet t L 0hP15 (OFFIC-E 15 EAQINA6 WAIL-aplD �L� J 7X4 - LOADS: (floe,psf,p pull) LOADS: (Ibs,psf,or pill) LOADS: (Ibs,pet,or plf) �-} 1 5/ " Load Type Distribution Magnitude Location (ft) Pattern Load Type Distrt.bution Magnitude Location (ft) Pattern Load Type Distribution Magnitude Location (ft) Pattern r -O^ TIZIZUT/�hlY ( Ir.IUI�'jT TSE) I�j,--si Z Start am Start End Load: _ __ Start End Start End Load? _ Start End Start End Load? I 1 Dead Full UVL .18 No 1 Dead Axial 789 (Eccen riclty 0.0 in 1 Dead Axial 840 (Eccen z city - 0.0 in }-�1 n 2 Live Axial 4375 (Eccen ricity - 0.0 in 17L (�Z X IL)/+ ( �L7 k I l� \ K (5� = 3�5 �I .� p y n a 2 Live Full tml, 240 No 2 t,ive Axial 2625 (Eccdn ricit 0.0 in y 3 Dead Po nr 216 S.00 No -- ------- - --- - 4 Live Point 1490 5.00 a•, MAXIMUM REACTIONS(Ibs): s - MAXIMUP;I REACTIONS(Ibs): LL s 'X 50 = 3 5 D 1f y 111 -III - - -------- ------- u-�-��.ALT louS _ - -_ � � lit MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : - - - -� FAc.TO2El� TOTAL ' 1,4 (L7L.)+ I.� (L l_) _' i �5o P 1� -------e--------- --- ., ------ �� p' 11' 0' 11' - --- - ---------------- ------__-__--- - ■ Sat_ gEAR►tJL� --- ------ ----- - Lumber n-ply,D.Fir-L,No.2,2x6 , 3-Plys Timber-soft,D.Fir-L,No.2,6x6" f 0 gI Pinned base;Loadface=width(b);Built-up fastener,nails;Ke x Lb:1.00 x 11.00-11.00(Ill;Ke x Ld: 1.00 x 11.00=11.00(fl);Repetitive factor. Pinned base;Loadface=width(b):Kn x Lb:1.00 x 11.00=11.00(11(;Ke x Ld:1.00 x 11.00=11.00(R);Load combinations:ASCE 7-95 V N F'AC.To12�Q °II.I 1 s �o 5 1 - --- applied where perrnitted(refer to online t elp);Load combinallona:ASCE 7-95 - - nwad T 167 --- -------- - -- _ - -- - 1919 SECTION vs.DESIGN CODE NDS-1997:(stress-psi,and In) Live Total 101 1212 SECTION vs. DESIGN CODE NDS-1997:(stress-psi,snd In► _ Cr.iterir m- Altalysie value Deei value Mal sis/Desic�n_ 'rIeQW_-S%-rE Ci AREA �j,rot 1'I'��{ 5.5 ' I�•5~ W I DrW goal Ing Criterion Anal ale Value Desi Value Anal sis/Deei n Axial fc - 172 PC' 379 1c Pc' - 0.45 __- - - 1,1 Ax ■ e - 13e Pc' - 303 fc Pc' - 0.35 Axial Bearing f 171 Pg' - 1480 f /F ' 0.12 ACTUAL Ke-e. SURE = 645---(10-0311-L - ' ' I Q- Axial Bear L 133 - 20]0 i - 0.07 - - -` ---- - -- - ------ --- - ADDITIONAL DATA: _ G)ulam4imple,VG WooLDF,24F-V4,3-1/8x10.1t2"- ADDITIONAL DATA: FACTORS: P CD CM Ct Cl, CP CV Cfu. Cr LCI kLL0 WASLE ?Q e5�RE, se 15VO�� > r7�1 • I `j0I L OK LSWM suppose:TOP-W,&*An"el%WporM;Load :ASCE 7-95 "�- FACTORS: F CD CH Ct Cl. CP CV cru Cr LCI Pe' - 475 1.00 1.00 1.00 1.00 (Cp 0.798) 2 -•- Fc' 1350 1.00 1.00 1.00 1.10 icy - 0.7•i�) 1 E' - 1.3 million 1.00 1.00 0 ■ LG71+(1:►�'�ETC try C�NEAR� B' - 1.6 million l.00 l.00 p rg' taco l.o0 1.00 2 1l�CTIOPI trot.DESIGN CODE NOS-1M7:(alfeee.pal,and ill) ►y' 2010 1.00 1.00 2 Axial LCN 2 - D+L, P . 5215 lbs a Criteriam Anal is value Dea! Value Anal ai:/Desi4o ! v . 90 ` . 1 0 v Tr' 0.47 tltaadirtq(+1 fie • 1x66 tfi' - 2400 :Cb/trio' 0.57 Axial LCI 2 • D+L, P 3414 lbs Rf . 0.60 (D-dead L.live 9-snow M-wind I-impact C-construction) r v � L (D-dead L-live S�snow N-wind I-impact C-construction) (All LC's are lixted in the Analysis output) •h Live Defl'n 0.14 - L/794 0.70 - L/360 0.45 (All CC's are listed in the Analysis outprt) - - - =O,�c total Defl'n 0.17 . 447 0.45 - L/240 �..'7 DESIGN NOTES: 5 ADDITIONAL DATA: - DESIGN NOTES: 1.Please verity"I the default deflection limits are appropriate for your application. - ,.Please vwIfy that the default delectlon limits are appropriate for your application. - L = 0 v FF 5 IAC`(eSta t r cv U4 cc CL cr CV Cin c0 u2 2.BUILT-UP COLUMNS:nailed or bolted bull-up columns steal conform to the pmviskxTs of NDS Clause 15.3. Pb'+- 2400 l.00 1.02 l.00 I.002 l.00 l.000 l.o0 1.02 1 - C' Z Vf, le 2'su.e5 3ovo Pv' . 190 1.00 1.00 1.00 1 Pt�p'. 4SO 1.90 1.00 - C-. V5EF CoV� 1�1 2 ' r.' - 1.8 million *I,. 1.x$ 2 V + 1050 #!� ( � 1.)M� '1- K>TIZIP �°. �L_A5 L�OLmI w ` teaedlnq(A) : LCI 2 - D+L, M - 6538 lbs [t ,I - �J� 1 ,�,^ ��' � � abelO : LCI 2 - D+L, V - 1110, ved . 1958 lbs iv/GJ•LLT► lr N L /i'� = v ( r ,< UL.T IM ATE `SNE b.i� 3't�E'S'>> Total Deflection LCI 1 DSO fln dood) + i lb-in1 �� Total tleflea4ica - 1.50(t1e[ln dwadl • Ds[la Llve. Ar (tb-tlearl L.liv'e a.amrrr N.wind 1-impact- C-constructioml �� (All LC•a are listed to the Analysis output) - b 3 12- Mo- 1. 2„ DMIN MOM: 1.NIL. tllalbadbAdeba@mWaoe i , w �jv�T12Ac.T Z" WNEhl Cv ' L12�-f'E #t+ a+ 2- Z = 3�1 CIS LAaST ft[s*AIN 5-r SQIL. 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I..uAt75 INC�uc.Ep I o �� 15Y WP•L.l.. 1:;)MA'D LOACS aM0UNb S14LaEWP�LL5 I -�- - y CC_7- •3(0 (ZoNF- '5'') 1W E:A(-µ VIMF(•-TION , ADD LA,7-FEQ L- LuApS ,; »40+ 41545-V (4-A Igo) = 56 15 rz = 5�5 1 N 17ULT-D 15Y AFMOPP- rLs' 1-tZl5U-rAeY Fl-Wp, _ �aL c �2�� 51315/4 � I454- p- 1,zjvv. '. LD �.O �� , IPEP-D I LIVE L-OAV5, THE1 4 LC��vI✓�T To I�Sb ' ~ fir, 55,T5 w - .IgiOW $Y CI�lIf011�(a 13Y I.4 'SW- I L=ie,' V SL 7.4"i 24 x I Z" "d2 1 F-rG, AT ALL. 6)t(o D�51(a N WALL t)'ASAe v'7 ';15 L0L. Uc:>C (Z) 11, 4 x ►� fit,# , 11= 19q f'I�--------- M E z�AN I N E Ib' rZIM15AILLrA- WA". 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ZL OF Z}J I � SNEa�wALL t?E51(..fN ■ Sw-2 � �= 1a � s sW-5 (� .13' � SNEAT'HINt� : Mtors 194X 1Dx12 z Z3, Z't5D IL, Mcr = IIoZxi3x 1Z 25, 2' 2 Ib trk� Mp ( IZ)((0)0.9x10x o = 11, Mr = (15�u.4xl�xi3 + (10x12)d.9x13x1 = Iv,2(.o' Ib'4 -a Z L � Z yt '•v-x W/ tso4e L"o.c.. : ��• Zho�I� 23�.'.vK � = 23,20- 11,13�b USE '/z" CG-X rLYI,JooD a v 1 O IZI4 -# 2'}45 , , u172A Ole- W/ 1<I,J/ 154 MA11~S �. (o Do L,. 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Mit u5)0.9XIII + x11K17/Z = 111 0515q I6,4 ,..� �rT 4' O'O.L - If- X11/4 = 206pI1: (54 rZ, SW-3,SW-5� N DZ A Tim►.' V" ik �'T,R.a, : . oK t "rtaoh � l o'�-�- � a'b �o►ct �,� SNEI►R SuFF�c.�£NT ar 3-v'n,L• 1r' 911/3 11'.a! S11rlt�t�1 Nt7ZA - � -�J I•'I`175 IZI��?'D tW gNU+012. 'SPAt.iNLa� 3 4-o'' o, L. M N 4 (101-c)" 0.C... 4 f-o' o. ham Rd.,7800 SteQUO rhC-• . Duam Rd.,1800 8b,800 Durham Rd.,7800 Ste, 4 Dur — � '�j-�" L7,( . RUP2002-00050 ICUPM02••00M BUP2002-00050 23 of 3T 21 of 71 22 of 37 T PROJECT PROJECT ----—-- - OAr, A No. PREPARED BY JDATE JOB N0. - PAGE N0. Z Z OF Z'3 PREPARED BY— -- DATE JOB N0. PAGE N0.Z=j UF�3 : • 'I PACE NO 3- OF .. c LEGOWY 9 Cm�n iliiii �uilu uiiliiri i u1i;n(i iii ; i lun1nuini�(i;i Iiu 1;ii; ; ii1111111111-my., i""ii"iuii ;� a iiiiiiliin1 1I111i ii nl;liili Iluinn iuillni Iii t ii ; ; i ;i ni i ; ; il'll fo flf Is fla 14�j ll8 17 1l9 19 talo 911 =9t 23 24 25 2e 29 29 30 } r A6q A P'lyyt'Y�i� N : ti fit 0". - w L• iii, f. 'l' ,,r,. y,. t, .,,.Krr•A .:,r'i?p :t ,T,;,.,;^f^...:rt. : .....t, _.i..,t ... .. +!'",. .-Tm. , ,i!k.... r .M, -�...,.3., ,� �. :r.. - 'I a31 r z• sae. Now kNONIcolil 9025 S.W. Center St. - Tigara, Oregor 9722.3 a Q Q � Q © Q Q J� 3 fame. 5031 684-3636 e P nn �r31 r D 4a � Ig11n\N s Lr I 6 v� �GtNfF , A Cn X_ i r D . r �19D N 'r♦ J ABBREVIATIONS _ PREVIOUS LAND USE ACI IONS PROJECT INFORMATION TABLE OF CONTENTS AD ADJACENT MECH MECHANICAL ARCPITECTURAL REVIEW: SDR • 20Co0 00016 m. GENER<+L NFORMATION APF ABOVE FIN SH FLOOR MIN / MN. MINIMUM ALT ALTERNATE MI SC MISCELLANEOUS SITE PEWIIT; - SIT • 2000 - 00052 0.1 CO`trER SHEET ALLUM ALUMINUM MNT MOUNT. / MOUNTED OZ NOTS5 AND SPECIFICATIONS APPRO� . APPROXIMATE MTL. METAL BUILDING PERMIT BUP • 2001 - 210009 - APPLK+AIYT= 03 CODE S+4EET ARCH. ARCHITECT N.I,C. NOT IN CONTRACT REVISIONS: BD. BOARD NO. NUMBER TENANT IMPROVEMENTS SUITE 600 ---=BI:P • Z2'01 - 210391 DAVID METZGER NICOL: ENGINEERING, rhC. BLDG BUILDING NOM. NOMINAL P.O. BOX 279 90?5 91U CENTER ST. 1,0 SITE INFORMATION 510 BY OTHERS I.SFS. NEAR SIDE AND FAR SIDE SHERWOOD, OR 97140 TIGARD, OREGON 97223 -- CA. CLEAR ANOG'Z'ED NTS• NOT TO SCALE (503)620-2006 1.1 S'TE PLAN I 2-19-2►2 }°Ele"IIT REVIEll;REWSIONb O.C. ON CENTER CONTACT : JAMES D. ANDREWS CEM. CEMENT OD. OUTSIDE DIAMETER Q�� TKA 20 BUILQING PLAAIS GER CERAMIC OPP. OPPOSITE VI 1 d INF�j RMA -' GJ. GONT1ROi- JOINT T.1. PRESSURE TREATED CLG. CEILING T.L. / PLAY, PLASTIC LAMINATE �i. r 2.1 FLOOR TIO •� DEFERRED PERK 2.2 FRAMING IPL °vt-IEAhWA:-L PLAN C1"+u GONG+�afTE MA'yOPN�' UNIT PCC PATTERNED COLORED CONGREM 23 FRAMING PLAN COL, COLUMN PLYWD. PLYWOOD ADDRESS: 70w 9.u) DURHAM ROAD 2.4 FINISH FLOOR PLAN CONC. CONCRETE PIN7. % P.T. PAINT T!GARD, OREGON 97223 CONT. CONTINUOUS PSD PENCIL SHARPENER BOARD ELECTRICAL 2S REFLECTED ::E1LING / ELECTRIC PLAN C.OPR CORRIDOR O.T C.x ARR- T I I F CURRENT ZONING: IP PLANNED IN01157RIAL G.T. CERAMIC. TILE RAD. RADIUS MECWANICAL 3f� ELEvATIONS DET. DETAIL REF RIG REFRIGEIZATOR CURRENT USE: VACANT DUILDINCs SHELL �-- — DIA. DIAMETER RL'L ROOF DRAIN LEADER 3.1 BUILDING ELF iA- ONS ON. DOWN FE INF RE INFORCEMENT PROP03ED USF_: C*FICE i WfAREHOUBE DW DISHWAS:•1ER RF©D. REQUIRED D.S DOWN 9POUr FES. RESILIENT LEGAL DE°CRPTION: TAX MAS': 28IN315A 4Z SECTIONS EA. EAC" RM. ROOM TAX LOT: 300 4.1 BUILDING SEG' ON5 ` DRAWING RF_U.". RECE613ED ELEC. UNIT HEATER E.IPS. EXTERIOR INSULATION Ri..7. ROUCs" OP£N;NG 4s BUILDING SECT Otis AND FINISir•1 SYSTEM bC SEALED CONCRETE E.J. EWA}NSiON, JOINT SEG SOLD CORE PROJE;, ELEC. ELECTRICITY OR ELECTR!CAL SF SGIUARE FEET 50 DETAILS _ ELEV. ELEVATOR SCC 6MOOTH COLORED CONCRETE 5.1 BUILDING DETA LS E. EQJAL- SWT SHEET DESIGN CRITERIA 52 BUILDING DETA'LS TENANT EXIST. EXISTING ST. bTAlti IMPROVEMENTS EXP. EXPANSION SIM. SIMILAR SPECIAL INSPECTIONS E.U.H. ELECTRIC UNIT "EATER bTD. STANDARD 801E BEARING PRESSURE: 150@ p.a.f. FOR EXT �XTERIOR STC. bTA&I.sER PD. FLOOR DRAIN STL. STEEL BASIC WIND SPEED: !10 MP" SPECIAL INSPECTIONS SHALL BE PERFORMED FOR THE FOLLOWING: P,E,C FIRE EXTINCILIISNER CABINET bTOR. STORAGE EXPOSURE B LANDAU PA.C. FIRE HOSE CABINET &TRUCT ISTRUCTURE • MBAR PLACEMENT CITY OF TIGARO PN. PININ1 SUSP. SUSPENDED ' EPDXY ANCHORS Approved ASSOCIATES PL.MLR FLOOR BYNT" SYNTHETIC SEISMIC ZONE: 3 CONCRETE ANCHORS Conditionally Approved P.O.►5 FACE OF BRICK TDA TOP OF STEEL ` For only the work-As dodtnt5e�1 In ---- -- ---- -- - P,pB. PACE OF STUD TEL. TELEPHONE 2ND FLOOR: DL. • 15 p.e.f. LL • 50 p.e.f. PERMIT NC) ��►,/__ �- I ) SITE: - - - -- --- _ - - See r to F01WIW --- F.RT. FIIicE RETARpENT TREATED TH1':. THIClWE89 PARTITION LOAD:_20 J GAL V. CAI_VANI?RD T'P. TYPICAL bTORAGE LOAD: 12'.5 p s.r. to Hddr vd •�^� _L� _� 'aG J G,W,B. GYPSUM WALL IBOARD U.OA / U.N.O. UNLE06 OTHERWISE NOTED (AT MEZZANINE ONLY) By � Darn. � __� .JACKSON BUSINESS HGT. ►EIGHT UTIL. UTILITY "_�� HORIZ. HORIZONTAL V.C.T. VINYL COMPOSITION TILE VICINITY MAP CENTER - SUITE t'r0 HR H�� VERTVERTICAL BUSINESS DESCRIPTION ID. INSIDE DIAMETER VJLLC. VINYL WALL COVERING 7800 S.W, DURHAM RD, INSUL INSULATION WC. WATER CLOSET TI JARD, OREGON 97223 ,1ST. JOIST WD. _ WOOD - LANDAU ASSOCIATES IS A ENGINEERING FIRM SPECIALIZING IN GEOTECHNICAL JT, JOINT WP. WATER "k)CJFING ENGINEERING, SITE INVESTIGATION / REMEDIATION, ENVIRONMENTAL DESIGN AND LAM. LAMINATE W. UE10,44T NATURAL RE90URCES AND ENVIRONMENTAL PERMITTING. THEY HAVE OFFICES IN M.O. MASONRY OPENING WAUP, WELDED WIRE FABRIC SEATTLE, TACOMA AND SPOKANE, WASHINGTON AND PORTLAND, OREGON. — MAGH. MACNME W/ WITH THE BUSINESS FUNCTIONS / ORGANIZATION CAN BE FOUND ON SWEET 03. Date: 2-15-02 MAX. MAXr,,W W/O WITHOUT XT& EXISTING Scale: Drawn by, DJL SYMBOL Checked by. JDA Job No.: 011102 DETAIL / DRAWING NUMBER Drawing No.: COVER 3 ' ----DETAIL / DRAWlrV* NAMS 7 FIELD INSPECTIONS d) 4 Sau. DURHAI`1 RD. NICOLI ENGINEERING. INC. WILL COMPLETE THE FOLLOWING SITE INSPECTIONS. r3 /T CONTRACTOR AHALL NOTIFY NICOLI ENGINEERING 36 HOURS PRIOR TO THE , PEW-ORMINCs OF TWE FOLLOWING INSPECTIONS: / 9 1/2" • I'-e ' PLACEMENT OF REINFORCING BARS TTIGA D "IGH SITE_ \ CONCRETE PLACEMENT 'G� a SCALE CO. ' LETION OF INTERIOR FRAMING PRIOR TO COVER UNIFIED L SHEET NA""ER SEWERAC,F NAILING PATTERN AT SECOND FLOOR SHEATHING FACILIT•y 0 �" DU RECEIVED COVER SHEET 3^ PERMITS SHEET - - - _ SUrTEDurham Rd.7500 Ste Soo (aIY ::i t WAlIL? euPzooz-000so o . 1 z,or 37 I T i 5. L111Y�� I I I i II _l Iq I1 12 1 14 r IS 117 to IIM O 1 SQ t�3 g4 a 27 29 O �Ofa �I pe - v Irl► t Y ' 1,✓ , 4 d S+lt t Y k hi.. ,. { i . v� r 4.i f. 1gyy-{ a� 4 � ::, r'._ ♦ Il T",CJS,.4. Pt, • � f .i. � 1 s ar r DIVISION 9 FINISHES DIVISION ro WOOD AND PLA5TIC5 DIVISION 1 GENERAL REQUIREMENTS GENERAL NOTES ■ keco QYft0 BOARD l�FNFt?GI NC��P. D $sIMMAR r OF LUOTdK _ GENERAL THE PROJECT C-.:ON515T OF THE CONSTRUCTION OF APPROXIMATELY GENERAL 5,166 bF. OF TENANT IMPROVEMENTS FOR LANDAU ASSOCIATES. THE INTENT OF THESE PLANS Ig TO PROVIDE CONTRACTORS A GUIDE 9025 S.W. Center St - Tigard, Ore on 97223 INSTALLATION AND FINISHING OF GYPSUM WAI LBOARD SHALL CONFORM ALL NAILS TO BE COMMON OR GALVANIZED BOX NAILS. NAILING TO BE THE IMPROVEMENTS ARE LOCATED INSIDE THE ADDITION 10 THE JACKSON BUSINF63 FORA FULL, COMPLETE AND WORKABLE PROJECT INSOFAR AS THE DRAWINGS . � 9 TO THE GYPSUM WALLBOARD MANUFACT'URER'S STANDARD SPECIFICATIONS. IN ACCORDANCE WITH TABLE 25-0 C`- THE MOST RECENT EDITION OF THE CENTER BUILDING, SUITE 500 AT 8100 S.W. DURHAM ROAD, TIGARD, OREGON. THE EXISTING SHOW OR IMPLY AND/OR THESE SPECIFICATIONS GALL FOR. Phone: (503) 620-2086 AND ASTM C-64+a AND GA-216. UBC. BUILDING CONSIST OF A CONCRETE TILT-UP WALLS, OPEN Wl:B ROOF ( 1 TRUSSES AND A CONCRETE SLAB. PERSONS INVOLVED IN WORK ON T;-415 PROJECT SHALL BE RESPONSIBLE Fax: 5O3 684-3636 INSTALLATION ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRNtSSL1RE TREATED FOR EXAMINATION OF BUILDING SITE, PLANS AND SPECIFiGA'TIONS. WITH A WATER BORNE PRESERVATIVE IN AGCORDANGE WITH 'STANDARD FAILURE t0 DO SO WILL NOT RELEASE SUCCESSFLiL BIDDERS FROM FOR SIN CLE LAYER ATTACHMENT USE 1-1/4" LONG BUGLE HEAD SCREWS SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', CONSTRUCTION OF THE IMPROVEMENTS WILa C�'A RM TO THE OREGON STRUCTURAL P (LURE ` O THE WORK I��pIGATEG SE PLANS AND SPECIFICATIONS. . AT I6 INCHES ON CENTER, A€iTT1 DESIGNATION D1160 SPECIALTY CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. GYPSCJt'1 BOARD SHALL NOT BE DAMAGED AND SHALL BE COMPLETELY DRYTHE SPACE SHALL BE COMPLETELY DRY. THE SPADE Si-TALL. ALL LUMBER SHALL HAVE A GRADE STAMP ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE . LATEST RULES AND REGULATIONS OF THE UNIFORM BUILDING CODE, HAVE NO tU.ATEFt ON THE FLOUR AND BE WEATHER TIGHT, LUMBER GRADES: GENERAL CONDITIONS STATE STANDARDS THE NATIONAL ELECTRICAL CODE PLU•'IBING CODE, LOCAL THE ENGINEER 4 OWNER SHALL APPROVE, IN WRIT11`u3 ANY ALTERNATE SUBMITTED CITY AND COUNTY CODES AND STANDARD5, THE APPLICABLE REGULATIONS FINISH WALL FRAMING MEMBERS: LSF-L NO. 2 OR BETTER. FOR APPROVAL, OF THE LOCAL UTILITY COMPANIES, AND ANY OTHER APPLICABLE ' PROVIDE A TWO COAT APPLICATION SYSTEM. FINAL COAT SHALL SHALL SHEATHING: LAWS AND REGULATIONS. -EAVE A >°i OOTH FINISHED SURFACE FREE OF R0GES, TOOL MARKS AN FLOOR SHEATHING: 3/4" Av'A RATED (32/16) SHEATHING, T ! G 9CHEDULE5 AND REPORTS ALL BUILDING TRADES g,-(ALL PERFORM AND COMPLETE THEIR WORK BANDING GROOVES TO THE BEST ACCEPTED STANDARDS OF THEIR INDUSTRIES IN NAILING PATTERN: USE 6-1 NAILS WITH DEFORMED SHANK "APPROVED" - OWNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY COMF=OLIANCE WITH THESE PLANS AND SPECIFICATIONS. COMMENCEMENT FINISHING SWALL A APPLIED IN A WELL VENTILATED SPACE. THE b INCHES ON CENTER AT EDGES AND SUITABILITY OF P*rDPOSED SUBSTITUTION. OF WORK BY ONE TRADE AFTER ANOTHER TRADE ESTABLISHES PRIORO THE SHALL F A MINIMUM OF 50 DEGi F W FOR 48 SHALLHOURS 12 INCHES ON CENTER AT FIELD ACCEPT.:.NCE OF PREvI01jS WORK PERFORMED. PRIOR TO THE START OF THE FINISHING SCCIF'E OF WORKAND SHALL BE REFER TO FLOOR 1'RAMING PLAN FOR ANY SPECIAL "NAILING REQUIREMENTS. ITEMIZED COST SGHEDU�..,� MAINTAINED UNTIL ALL WORK 15 COMPLETE, DRY AND THE SPACE !S NO REvIS!ONS / I'10DIFICATION5 SHALL BE MADE TO THESE PLANS/ OCCUPIED. SHEAR WALL S:aEATHING: 1/2 ' APA RATED SIDING, PREPARE. IN FORM SATISFACTORY TO OWNER, A COMPLETE BREAKDOWN OF SPECIFIGAIiON3 NOTIFY ENCs!NEER PRIOR TO MAKING NECESSAR„ _ SURFACE SHALL RECEIVE A MEDIUM SPRA`rEG DRYWALL TEXTURE FINISH NAILING PATTERN: REFER TO SHEAR WALL SCHEDULE COSTS, A LIST OF ALL 5UBCONTRACTOR3, AND SCHEDULE OF WORK. FIELD MODIFICATIONS FOR REVIEW AND APPROVAL AND/OR THE �� Q COAT CITY/COUNTY CIF REQUIRED) PRIOR TO ANY COMMENCEMENT OF NJM OF ALL ITEMS SHALL BE EQUAL TO CONTRACT PRICE. WORK IF ANY ON SITE REvl5loN5/MODIFICATIONS ARE MADE ��`' �GlNFCALRPE , WITHOUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE I FIRE BLOCKING FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY FOR ALT- ASSOCIATED COSTS. VEWIF'1 CARPET TYPE AND LOCATION WITH BUILDING OWNER PARTIAL PAYMENT REQUEST, PROVIDE FIRE BLOCKING A5 REQUIRED A5 FOLLOWS: WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SUBMIT WAIVERS OF LIENS FROM MATERIAL SUPPL IERS AND SUBCONTRACTORS SCALED DIMENSIONS. DRAWINGS ARE NOT BE TO SCALED O ,' 4r PAINT IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, AS MATERIAL 19 DELIVERED AND WORK COMPLETED. CONTRACTORS SHALL VERIFY AND 3E RESPONSIBLE OR ALL INCLUDING FURRECI SPACES, AT THE CEILING AND FLOOR DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE 7 1„ot A NIGH-QUALITY LOW-POROSITY PRIMER COAT. IF &PRAY APPLIED, LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND WORK NOTIFY ENGINEER OF ANY DISCREPANCIES u) D FOLLOW BY BACK ROLLING. HORIZONTAL. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED O MECHANICA L PRIMEF. COAT OVER "HE GYPSUM BOARD SURFACE PRIOR TO DRYWALL AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND ELECTRICAL EQUIPMENT SHALL BE VERIFIED B� THE TFXTIJRE COAT, FOLLOWED I✓7 PRIMER COAT (BACK ROLL IF &PRAY AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, CONTRACTOR PRIOR TO CONSTRUCTION. 47.'PLIED) AND ONE COAT OFF FINISH PAINT.. DROP CEILINGS AND COVE CE!.I.INGS. COLOR TO BE DETERMINED BY OWNER. ' ONLY APPROVED "=ONSTRUCTION SET" MARKED DRAWINGS IN OPENINGS AROUND VENTS, PIPES, DUCTS AND SIMILAR I14CORPORATING I-LL ADDENDUM AND DIMENSION OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING CLARIFICATIONS SHALL BE USED DURING THE EXECUTION AND FLOOR LEVI=LS, WITH NON-COM$USTIBLE MATERIALS. /� Cr- T�aE W'ORIC DIVISION 15 MECHANICAL DIVISION 3 _ CONCRETE CMVERIFICATION AND ORD INATION 'S OF SUBCONTRACTORWOW, O SECURE CEILING JOI&T COrIF'__�,4N,E OF DRAWINGS AND SPECIFICATIONS, THE HVAQ TRUSSES SHALL BE TYPE 4 SIZES A5 NOTED ON DOCUMENTS. CQN TELOCA7ELECTRICALOF FRUURMISCELLANEOUSBRS, AEE FOR ACC� HEQUIPMENT. MECHANICAL SYSTEM 15 TO BE BIDDER DESIGN, MANUFACTURER: TRU83ES SHALL BE MANUFACTURED BY TRUE& JOIST ! MACMILLIAN, CODES 'AND STANDARDS: ALL CONCRETE WORK TO COMPL"' WITH AGI 318 CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE REVISIONS: PROVIDE SUSPENDED GAS FIRED HEATERS IN WAREHOUSE AREA "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: AGI 306 RESPONSIBLE FOIA ANY LOE-S OR DAMAGE CAUSED Bti Him OR UNITS SHALL NOT EXCEED 6 BTU/HF/F'T'2 OF FLOOR AREA. THERMOSTAT SHALL INSTALLATION "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 HIS WORKMAN TO THE PROPERTY OF THE OWNER OR TO TWE HAVE A MAXIr1UM SETTING OF 45'F 4 SHALL BE MOUNTED NO LOWER THAN INSTALLATION 60ALL BE PER MANUFACTURERS SPECIFICATIONS. "RECOMMENDED PRACTICE FOR HOT WEATHER rONCRETINCs." WORK OR MATERIALS OF OTHER CONTRACTORS OR HEATING UNIT. CONTRACTOR IS RRE&PONSIBLE FOR SUPPORT 1 5RACING OF BUB. TF1.I55ES DURING ERECTION. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT (48) HOURS PRIOR TO PROVIDE ROOF TOP LIMIT AS REQUIRED. UNITS SHALL BE LOCATED AT GRID LINE BEGINNING ANY POUR. CONTRACTOR SHALL MAINTAIN INSURANCE TNM' WILL, PROTECT 2 OR 3 TO GLU LAM BEAM AT GRID G AS POSSIBLE. ROOF TOP UNITS SHALL DESIGN: CONCRETE gTRENGTH;�; THE OWNER HARMLESS FROM ALL CLAIMS Or- DAMAGE5 BE SCREENED. TRUSSES SHALL ESE DESIGN FOR LOADS NOTED IN DOCUMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY DRAWINGS ANY ADDITIONAL MECHANICAL LOADS AS NOTED. ~ THE CONTRACTO'z 5H4LL BE RESPONSIBLE FOR ALL TE"'F'CR.:.RY !: GS: SLAB ,AND FOOT'NG&: F'c 300 PSI A i 28 DAYS, WITH MAXIMUM LOADING CONDITIONS DURING CONSTRUCTION AND SHAL_ AND ODT.AINING REQUIRED PERMITS. SHOP DRAWINSLUMP: 4". PROVIDE BRACING 4ND SHORING WHERE REQUIRED MAKE INSTALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ALL MANUFACTURER SkAL.L PROVIDE ENGINEER W/ SHOP DRAWINGS CONSTRUCTION 1.04D5: THE STRUCTURE HAS BEEN CODES OR REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES, AND GALCULATION9 FOR APPROVAL. CALCULATIONS SHALL BE DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED SEALED / STRAFE C, BY AN LICENSER ENGINEER REGISTERED iN CEMENT: ATA"lDARD BPA NC CC PORTLA`.0 "1E-NT PER A9T` E.1 C-15©, TYPES I STRUCTURE DURING GONSiRUCTION, THE CONTRACTOR &H41." THE STATE OF ORE(sON. OR II AT CONTRACTOR'S OPTION, USE ONLY ONE MANUFACTURERS STANDARD PROTECT THE STRUCTURE BY BRACING AND SUPPORTING SHALL MATCHH ROOF ALL VENTS, OOF COLOR. PROVIDE_ SHOP DRAWINGS OF ALL ITEMS S, ETC. REQUIRED, WHICH PENETRATE THE ROOF STRUCTURE THE TYPE, AND GRIND THROUGHOUT ALL WOW, OF A PARTICULAR TYPE. WHEREVER R EXCESSIVE CONSTRUCTION LOADS MAY OCCUR, 18"TRATING THE ROOF FOR APPROVAL. COORDINATE WITH ROOFING ADMIXTURES: (AGENTS SHALL BOTH BE FROM THE SAME MANUFACTURER). ALL MF_C WANICAL AND E'L.ECTRICA- WORK 51-+4_1_ BE UNDER CONTRACTOR ! L I Ips pp _ AIR ENTRAINING AGENT: PER ASTM C-260 SEPARATE PERMIT? HVAC CONTRACTOR SHALL COORDINATE UNIT AND DUCT LOCATIONS W/ OTHER DIVISION � THEfRMAL 4 M01 TURF I f�.OTEC � ION USE ON ALL EXTERIOR 'SLABS AND SIDEWALKS ON GRADE AND RETAINING WALLS. OTHER TRADES. SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER �QE&ERAL RE1f�ORCEIJE[VTS: FOR APPRCN/AL AND ACCEPTANCE. THE WAREHOUSE PORTICIN OF THE BUILDING SHALL BE HEATED FOR FREEZE ALL BARS FOR REINFORCEMENT SHALL BE DEFORMED STEEL CONFORMING AGGESIBILIT`r I`'ROTE,CTION ONLY ( .SECTION 1312, EXCEPTION I ). WINDOWS 4 DOORS :SHALL WITH "SPECIFICATIONS FOR BILLET-STEEL. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND CONTROL-5, PROJEC I: PROJECT WILL NOT BE CERTIFIED AS SUBSTANTIALLY- COMPLETE BY THE MEET ENERCaY CODE REQUIREMENTS. THE ROOF IS INSULATED W/ R-19 BATTS. REINFORCING BARS', ASTM A-615, GRADE 40 FOR NO. 3 BARS AND GRADE 60 FOR OWNER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATED THE BETWEEN ROOF TRUSSES. NO. 4 BARS OR LARGER REINFORC1tNG BARS THAT ARE TO BE WELDED SHALL DISPENSER&, ELECTRICAL AND COMMUNICATION SYSTFM RECEPTACLES -- --� --" VARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE OWNER'S PERSONNEL, vLy BE A106 BARS. ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST TENANT THE OPERATION AND MAINTENANCE DATA HAVE BEEN SUBMITTED BY ONE OF THE REACH RANGES SPECIFIED IN O.S.S.C. SECTION 1109.2, AND THE CONTRACTOR AND APPROVED BY THE OWNER AND ENCsIINEER. THE NEW TENANT SPACES SHALL BE INSULATED AS REQUIRED TO MEET MINIMUM BARLAPS AT SPLICES PER ACI CODE GHArTER 1. NOT LESS THAN 36" ABOVE THE FLOOR ELECTRICAL AND COMMUNICATIONS IMPROVEMENTS THE STATE ENERGY CODE, SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED NO LE&S 1 HAN PQ 5 ABOVE THE FLOOR TOILET PAPER DISPENSERS SHALL BE MOUNTED NOT DEMISING WALL, W/ LUAI�HOUbE AND REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER LESS THAN 19'' TO THE POINT OF RV SEICE ABOVE THE FLOOR (SECTION 11093,2) FOR _ PLUMBING 15 TO BE BIDDER DESIGNED. SEE INTERIOR ORAUJINGBARRED EXTERIORWALLS_R-19 FIBERGL A55 & FOR HANDLE&, PULLS, LATC�,Ea LOCKS AND OTHER OPERATING DE`✓ICES LANDAU FIXTURE LOCATIONS, INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT WARM SIDE CONCRETE CAST AND PERMANENTOS3" ON DOORS, WINDOWS CA31PdET5, PLW 1BING FIXTURES AND STORAGE ASSOCIATES (WINTER) OF WALL. EXPOSED TO EARTH (NOT FORMED) FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMIT'.1*3 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY DRAWINGS CONCRETE FORMED AND EXPOSED I I/2° OPERATION BY WR16T OR ARM PRESSURE AND NOT REG,:,RING TICsHi' AND OBTAINING REQUIRED 1°EI�l�11T$. GRASPING, PINCHING OR TWISTING TO OPERATE. TI HE FO',�CE — — ----_-_ TO EARTH AND WEATHER RE''.jUIRED TO ACTIVATE 5UrH EQUIPMENT SHALL BE N,�T GREz,"ER SITE: MAKE INSTALLATIONS OF ALL ITEMf, IN COMPI-ETE ACCORDANCE WITH Tf.NAN 5 POUNDS FORCE. (SECTION 11093.1 --- CODES AND REGULATIONS SET FORTH BY S•"ATE AND LOCAL AUTHORITIES. CONCRETE NOT EXPOSED TO WEATHER 3/41' OR NOT IN CONTACT W/ THE GROUNDAT &95MMITTALP THE PLUMBING R:CONTRACTOSHALL SUBMIT DRAWINGS 21D FLOOR JOIST: R-30 FIR,9E),;:,/'s,,,0 dATTB AND FLOOR L EVELOCHANGES AT ACCESSIBLE 112" RAISED WAYS 6WAELL BE D& JACKSON BUSINESS 6WOUNCs ('IPING LOCATIONS, SIZES, AND ARRANGEMENTS TO THE BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL IN 2 UNITS I CENTER - SUITE 500 ENGINEER BEFORE STARTING WORK, INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT LLIAW SIDE HOIRIZONT/" (504 SLOPE). (SECTION 1109.9.5) (WINTER) OF WALL. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR SIDE APPROACH SHALL 7800 S.W, DURHAM RD. PLUMBING CONTRACTOR SHALL COORDINATE PIPING AND EQUIF'R LENT LOCATIONS W/ OTHER TRADES. HEAT DUGTSs R-3 BE PROVIDED AT ALL CONTROL OR HARDWARE. SEE ADAGE FIGURES 5 TIGARD, OREGON 97223 - AND b IN CHAPTER II OF THE O.S S.G. SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER 1dIF NOR PARTITION WALLS: R-11 SOUND BATIS FOR APPROVAL AND ACCEPTANCE. — — PROJECT WILL NOT BE CERTIFIED AS SUBSTANTIALLY COMPLETE BY THE Date: 2-15-02 OWNER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATED THE Scale,: "ARIPJS SYSTEMS AND E=I", "MENT AND TRAINED THE OWNER'S PERSONNEL, AND THE OPERATION AND MAINTENANCE DATA HAVE BEEN e!IBMITTED BY Drawn by: DJL THE CONTRACTOR AND APPROVE--ID BY TWE OWNER AND ENGINEER. Checked by: JDA ' Job No.: 011102 DIVISION, iro ELECTRICAL DIVISION 8 DOORS AND WINDOWS DIVISION S METALS Drawing Nc.: SPEC-1 _- -- - Cgs - tG r 120018. WINDOWS AND•_�A1°� 6EPARATL° rt�11�1D.QM.Ogb$,1�iN1 LWAL4 MANCE INSTALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ALL BC.OPE: GENERAL: A'_L STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND c GOo1Es AND REGULATIONS SET FORTH BY STATE AND LOCAL AUTHO}2rrlEs. PROVIDE ALL DOORS AND WINDOWS AS NOTED ON DRAWINGS. ALL DOORS ERECTED IN ,ACCORDANCE WITH AISC MANUAL, LATEST EDITION. .. CONTRACTOR 16 IIIESP 15LE FOR PROVIDING ALL NECESSARY DRAWINGS/ AND WINDOWS SHALL MEET CHAPTER 13 OF THE 1996 OREGON STRUCTIJRAL ' DCCINMENTS AND FOR OBTAINING PERMIT SPECIALTY CODE. STRLNCTURAL AND tIlteeELLANEOUS 67E]... VERIFY THAT ALL SEALANT / CAUI.RCIWA, USE^ ARE C 7-1PAT11E3LE WITH DOOR ALL STEEL PLATES, 7LAT BARS, STRAPS, AND STRUCTURAL SECTIONS TV401T WILL BE PROVIDING A LC'IW VOLTAGE LIGHTING/INTERCOM SYSTEM SHALL BE ASTM A-36 UNLESS NOTED. D AND ALARM SYSTEM THE CONTR.;CTOR SHALL COORDINATE WITH TENANTS AND WINDOW SYSTEM. GC74TRACTOR AS REGiUIIED. ALL WINDOWS AND DOORS SHALL MEET ENEIrsY CODE REQUIREMENTS AI-L TUBE COLUMS TO BE A-503: FV ■ Ab (GSI, *j9MIT OPERATIC" AND MAINTENANCE DATA MANUAL TO CJILNER AND ENGINEER ALL BOLTS ASTM A-301, AP"'Rf?VAL AND AcrErTANr.E. SPECIFICATIONS ALL STEEL TO HAVE ONE SHOP COAT OR O BF_ GALVANIZED IF NOTED. PRICIACT WILL NOT BE CERTIFIER AS SUBSTANTIALLY COMPLETE BY THE b OWNER AND ENt3WER UNTIL THE CONTRACToR HAS DEMONSTRATRD THE DOORS SHALL BE WEATHER-SrRIFPED I HAVE MAX. U FACTOR OF ASSEMBLY OF 0.20. ALL WELDS E10xx PER AWS STANDARDS BY CERTIFIED WELDERS I/4° SHEET K, VARIOUS SYSTIM>b AND EGIUIPh9ENT AND TRAMD THE OWNER'S PERSONNEL, FILLET WELD TYPICAL UNLESS OTHERWISE NOTED. AND T1$ OPERATION Att0 MAMTENAHM DATA HAV$ BEEN SUBMITTED BY SHALL BE CERTIFIED ACCORDING TO ASTM E-2113 FOR 11 CFM PER FOC)T Durham Rd, 7800 Ste 500 _ THE CONTRACTOR AND APPROVED BY THE OWNER AND ENGINEER OP DOOR CRACK AND MEET SPECIFICATIONS OF THE STEEL DOOR SUP2002-00050 0 . 2 • ,Y,r. c INSTITUTE. 25 n1 37 x 4 s 4 0 '�r'!' Cm IInflillpIIIIIII fir] fIfIlli IIIIIIII I I 11 I j -r5 l 1 1 (III d J:r N6 1 1 0006*lAwl O i I 12 13 14 !P1 ' 17 1® ® a0 2'1 22 23 4 S a 27 2 8 29 30 - -- -- w _. tt ;4. f i• t , 1 r �,1 '411 Wolp'"R f111, TIM- ° i Ft > ,r a , tt ±. Y I t � ° ,• Irk'"j ° r W' , `n 4. S t OEGONp l�,O�OIt 01�ICE � ■ TOTAL OCCUPANT LOAD 8 C B A.r A C B A.1 A , "II O ONE MANS OF EGRESS REQUIRED -- PEI@ TABLE 10-A OF 03$.C. PIF1o6T FLOOR OIIFIGE 43'-0 314 TENIMPROVEMENTS - _- SECOND STORIES HAVING AN I TOTAL OCCUPANT LOAD ■ 1 �- -'- ---- �-- - -- - 9025 S.W. Center St. - Tigard, Oregon 97223 MOA OCCUPANT PROVIDED WIbTNHAN 10 88 - 43'-O 3/4" TEN IMPROVEMENTS ONE MEANS OF EGRESS REQUIRED �I EXIT TO ONLY ONE EXIT. - ----- — 3 ----Tr -� -1 PER TABLE Im-A OF 0.59.C. } Pohone 503; 620-2086 684-3636 I I' OFFICE OFFICE OFFICE REt:,EPION OrfIO,EOtFICE / AREA= 146 SF AREA• 182 SF ARE A• 181 SF. AREA=;182 5F, AREA. 146 5F AREA= 180 S.F. OCG. LD. • I OCC. LD. 2 OCC. LD. 2 OCC. Lb • 2 OCC, LD. 1; OCC- LD. 2 I I Ir { I I ELM 01�'ICEQ — + _ �M ADMINISTRATIVE OFFIC 8 FOR THE ................................. .»..... ..!................ � -�........�r ...... BUSINESS OPERATIONS OF THE FACILITY. 81 • ----- ----- -` _ ICES CLOT 1 ADMINISTRATIVE OFFICES FOR THE ------ - i EiUS NE58 OPERATIONS OF THE FACILITY. ------ 'D PR0'r OPLW OFFICE THE CONFERENCE F�OGM IS FOR THE ----- f, � �GIN F } WEEKLY STAFF MEETINGS AND PROJECT AREA• 320 SF. _ _ � � OCC. LD. 3 COORDINATION MEETINGS W/ EMPLOYEES ------ GO>I�REWCE ROpIM �( 16,5C7 - ' ATTIC AND Cl I ENTS / CONSULTANTS. ------ _ (ACCESSORY SPACE AREA• 298 5F. - i STORAGE ROOM OFF THE CONFERENCE } ROOM IS FOR TABLES, CHAIRS FOR THE CONFERENCE ROOM AND SOME eTOR, W h'U P" OFFICE SUPPLIER. _____ - _ - -- ------ - -- i ° t�FFIr.;E oF�ICE 6TORAGE bTORAd�s hlZZ AREA■ 118 5F AREA. 118 5F. (ACCESSORY SPACE) ARE4. 552 S.F. OCC LD 1 SGC. LD. I 40MINISTRATIvE FILES / AND PROJECT REPORTS OCC. LD. 2 ARE STORED WERE. SOME OFFICE SI:PPLIES AND MATERIALS FOR THE PRODUCTION AREA. i :•+•. ................ . ry COMPUTER -r �a. _i TLE rM+W1�/ lrRO'UIiGTION A / LUNCH RSM t � i THE PRODUCTION AREA IS WHERE 7 A�A� r0 ' REPORTS / INFORMATION IS COMPILED vT� ., � -- REVISIONS: AND ASSEMBLED FOR PROJECTS. ACCESSORY AFIE'A,1 6 RIRbt FLOOR PRODUCTION AREA ----- GTORAr4 P' "ZZANIPE -- AREA OF MEZZANINE DOES NCT THE LUNCH ROOM WILL BE USED BY F'I�30lICTION C 7-I9-02 PETIT I lIEW EMPLOYEES FOR COFFEE AND LUNCH ! Af�EA. 511 S.F. bTORAf MEUAN �`yIglQ;.i3 + P!aEPARATION .)CC. LO. 5 '- 7 EXCEED 1/3 OF TrdE AREA OF THE a . , a TO AL OCCUPANT LOAD • ROOM IN WHICH IT IS LOCATED. - --- ----T - I �`_ (I EZZ.■2 / PRCDUCTION=5) ROOM■1,839 / 3■bl5 SF. > 552 SF. r>r ,' . ONE MEANS OF EGRESS REQUIRED TOTAL OCCUPANT LOAD 2 � ■, ilip T ? PER AnLE 10-4 OF O.S.S.C. e I ..•I "" R001"15 W/ A CUMU,-AT I VE OCC. LD ONE MEANS OF EGRESS REQUIRED - �. - `_---�- I•••• I OF LESS THAN Im MAY ACCESS , PER TABLE i0-A OF 0,5.S.C. _ Ta!ROUGH MORE THAN ONE INTER- OCCUPANT LOAD OF ME=. IS I i 1 ADDED TO ROOM BELOW. I VEN!NG Ro�1. ros.S.c I0oa�. Q / �.� I EXCEPTION W3.> LA Lr STORAGE CE96ORY i AREA- 221 EF- _ jv-A .P_ft TESTING AREA Sp4r_� ACCE59or1Y - -T - ---� i SPACE PROJECT: LANDAU ASSOC. PROVIDES 50ME , , � TESTING FCR THEIR GEOLOGICAL STORAGE AREA, i --- -- !� REPORTS. TESTS SUCH As SOIL TEeTMC'i ; aC�C�9 oRY' I TENANT COMPACTION, DENSITIES , PROCTORS, ETC- AREA- 228 S.F. ; SPACE UW ARE PERFO'�iED IN THE TESTING AREA OCC. LD- ■ 2 1 i WAREHOUSE / TESTMG ARIEA -- i, BY TECHw IONS C AL I , � IMPROVEMENTS THE STORAGE AREA IS FOR EQUIPMENT �_____________i t �___._____ TOTAL OCCUPANT LOAD ■ 2 FOR SEAT WALL 9Ap( ,� / TOOLS NEEDED IN THE TESTING AREA •tt ONE MEANS OF EGRESS REQUIRED .......... PER (ABLE 10-4 OF O.S.S.C. LANDAU r AND FOR °:TOR,,dCs SAMPLES. I ..�....»..»..»"»......""""''t A! To , R�ooM 66M L-7- ASSOCIATES TRMW THE WAREHOUSE / STORAGE AREA AREA IS WHERE THE EQUIPMENT FOR SITE AREA --- _ INVESTIGATIONS WILL BE STORED SITE: �A \• LOADMG i UNLOADMG '' . -L] ---- -- c --'- LOADING / UNLOADING AREA 19 WHERE - �.. ............•..• JACKSON BUSINESS STORAG` EQUIPMENT FROM THE WAREHOUSE / AAGCE380RY , -� VEHICLES FOR FIELD INVESTIGATIONS ON°�DED O - �I� 210 SF- APACE CENTER SUITE 500 AND WHERE SAMPLES FOR THE TESTING 7800 S.W. DURHAM, RD. OCG. LD. • 2 AREA WIL: BE UNLOADED. + j TIGARD, OREGON 97223 rm'mm WALL 36• 8v 36• (915mm BY 013mm) STALL —---- ---- - � _ f _ _ _ - Date: 02/08/02 -011 t'-tt• max. Ct M L.ATIVE OCCLI�ANT LG.4p — � Drawn by: JDA "to" EXIT Checked by EN!( � AREA N AND n --- Job No.: 0�1102 TOTAL, OCCUPANT LOAD q " SECOND FLOOR PLAN ONE MEAN°4 of EGRESS REQUIRED FIRST FLOOR PLAN Drawing t`ln.: CODE PER TABLE 10-A OF O.S.SC'. 1 1/2 • nex ROOMS W/ A CUMULATIVE OCC. LD. tan OF LESS THAN 10 MAY ACCESS THROUGH MORE THAN ONE INTER- VENING ROOM, i u S S C. 1004.22 i EXCEPTION 03.) (aA yr(4M SEAT DEMON SHOWER- CODE PLAN "HEET Barham Rd.7800 Ste 500 .. 0 . 3 9UP4002-00050 25 or 17 777 , On Cm I ;K ITi to 18 10 20 2� rOww.f ow 22 23 4 d 27 29 29 30 IN t ti r - . -- itFi :h EA y M�, ''1 ,.1.!. 1••: 4,e1.31,- `"r 1..( -. ]R; xa`'�A' rRl�tla•' ". AA 7r _L.:tit IFl,*.�,i'', ... ., .-. .°y r r JL,{ „ r: .. .+..': .. .'•, :.. . ,..,... .. _ L+, ,d"K l V I T , iA kX1 NOIC0118 9025 S W. Center St. - Tigard, Oregon 97223 Phor e: 503 620-2086 co Fax 13� 684-3636 -1- S.W. ROAD - ------------------------ _ _ - �- - ----. - - ------------- 16,507 — -__ , VM// - -- - j ----- - -- - --- - ---------- I----.___ ------ � ----- • ^ TE ANT IMPROVEMENTS REVISIONS: 1117,1 � � — ,\ ! 1 1 -- --- ' - -- SUIT 5U!"F ro 6UI1E 6�0 I SUITE 4W ' SUITE aCO I r I 1-- � I -- � 1 E 200 QUITE 10m � I j I PROPOSED TENANT I ' IMPROVEMENTS I ' 1 ! SEE SHEET 2.1 ' I I or 1 1 , I 18�� S.W. DURHAM I Tlgerd, Oregon 51223 I I ■ ( I PROJECT: TENANT IMPROVEMENTS op: F LANDAU ASSOCIATES JACKSON BUSINESS CENTER - SUITE 500 • - - � j /800 -.W. DURHAM RD V I I I r TIGARD, OREGON 9722 3 i Date: 2-15-02 • {� I Scale: 1"=20' j Drawn by: JDA Checked by: ENK Job No.: 011102 Drawing No.: P-SITE N - I p ! I 1 CL j IN SITE PLAN SITE PLAN 3 Durham Rd 7500 Ste SUU O . 1 eur2002 oocso 27 of 37 id L.l01,aN.f91I�tA� CM '" I ' —. . •.— ,w,._. _ _ 7" E pnwwi 10 11 12 13 14 18 1 1 19 ! 22 23 24 25 28 27 2e 29 30 +w w a Y` Ell ` t yi. n ti F; 'i- kX1N1mco1 till 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 5503 620-2086 Ag E D C 8 Al A E D C ® A.1 A Fax _ ,503 684-3636 ' B D I I I 4.1 — —_—� 43'-0 3/4" TENA4r IMPRUVEMENT3 --- ' I —� — 43'-C 3/4" TENA,14 IMf RCVEMENT5 —_ i10'-Ao _0 1/2 I I -- _ I I 1 1 o `- PROFS,,^ c^ OG l N F J r SUITE 5ti10 6 OFFICE OFFICE OFFICE 9 SUITE 5� 9 ^ 1 1---- -4 C� }°TION OFFICE OFFICE *41� ,< 11 i 10 4,p l G G LL q 18,1.E 2 x b WALL!) �9� N. 03 Ii FILEe- -t:LOAET DIIILD b x b WALL - OPEN OFFICE ?' s ]-2 ip - --AREAi1I�._...._..._:. ��. _ , II -1 3/4" -1 1d" �q '9'-10 1/4" b'-II" j A .- 4.1 5'-81 10'•1" 2'-6 N 2'-b" 2'-3 1/2" 2'-1 3/8" i i t �2 x 6 WALL 2 x 6 WALL RUSIONS. - �. I I OFFICE FILE 2 02 �► oFF1C� ST i9 iTEvr% 5 vIEW \ STORAGE AREA 151 ON I I 1� \ 1 „- II I l l l l i i _LL1.1—L_ COMPUTER I ; �• / TELECOM. t `D _ KITCHENROO'S OPEN TO ROOF188E8 1 i i SEPARATION WALL 1 II II 3'-3 1/2" f - 1 / - _ PROJECT: / I _ -- — / ROOF LINE�y `\ 1 , J TENANT h ABOVE N -�� Z' IMPROVEMENTS -REFER TO -FULL lIEIG+�T I it I i i r /,' SHEET 0-3 WALL I FOR I 1 a ; oLANDAU \ a -m ASSOCIATES ___ \ -------- SWOWER IIA4IlEb10lJSE -- SITE: I/2 10'-1 `\ 4 JACKSON BUSINESS \ I I CK \ LABORATORY CENTER - SUITE 500 7800 S.W. DURHAM RD. TIGARD, OREGON 97223 &TOR,j"- Y OPEN TO ROOF TRUSSER --- / \ 2-15-02 Date: \ Scale: Drawn by: JDA / \ uA�M WOUSE OI�ICE x' JobCheCked No.: by ON0710 ' Drawing No.: PLR—PLAN - - - 5 ----- - -- --- - -- fV o N d U_ SECOND FLOOR PLAN FIRST FLOOR PLAN del a NOTE: NOTED OT�IERWISER I UNLESS FLOOR PLANS ,�'• tt�v' SHEET O Durham Rd,1500 Ste 500 _ • 2 1 RUP2002-00050 2e o1 37 ;K IT 11M� Cm� I I �1r►►I�' ,96M�1CR 10 1 ! IZ 13 14 le 17 le Ip 20 21 22 23 2a 23 !}Q Q7 219 29 30 Yy�S S y Li 11 Jy vl. t L�aN e J4.,^ i, 3.. �j. r. i%L ' Nucol 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 50', 620-2086 Fax �503j 684-3636 i C B AA A C 8 X1 A I I O v b I PR E o ©f i- ' /,S GIN 4� �� !, 3/5.1 r' 1�i•5 '� 2 x b WALL _ I _ s --- I '� •R --- ��i\7 Y 18 I I 2xbWALL I I � 2 x b WAL - L 3/5. I ' 7 7- 3/5.1 z _ — —s — --------, � FOOTING SCHEDULE 8W-2 SW-2 CALL OUT 2 x b WALL b =6L �' -�- ----- I -- ----- ------ _�------+ - MARK TYPE _ SPECIFICATIONS i i i i REVISIONS: TYPICAL CONTINUOS FOOTING F-I 12" x 10" THICK CONT. FOOTING �(2) 04 BARS CONT. COLUMN FOOT!NGS • CF -I 24" x 24" x 12" THICK (2)04 BARS EA. WAY • 18" O.G. a SW-3 • 8W-3 � ' �� " x �� T I ( )04 42" rf l I •d rt • , " _ _ _ __ _---�:.. _ �•-------- ----- NOTES: SW-3 -�- _ ( - _ J-----------— - -c..-- -- -- 1. ALL W CONCRETE TO BE 3000 P>3i1 • 28 D Y i 3/4" MAX. SIZE AGGREGATE 5" MAX, SLUMP. 6 6 -- F-i J — 1m'-5 1/4" COLUMN SCHEDULE y y' — EXISTING AREA SEPARATION WALL EXISTING AREA SEPARATION WALL C MARK SIZE TYPE G O C -1 (3)2" x 6" JAMB �DF-L NOS 6" x Dr--L NO.2 t PROJECT: SHEARWALL SCHEDULE ---- TENANT 2 x 6 FULL IMPROVEMENTS I WTH MAILS ►-10LDGU�1 _ SWEAR_ANCWOR5 �HE!314T WALL � SW - MARK SHEATHING SIDES TYPE SPACIWx TYPE ANCHOR EMBED. END POSTS TYPE SPACING DETAILS sw I 1/2" Cox NO ed b" O.C. I SIMPSON 5/8"0 TWW'D ROD W/ 5" DBL STUDS 1/2"0 HKBII 4'-0" U.C. 3/5,1 LANDAU PLYtt�7. HD2A SIMPSON 'SET' EPDXY 4 E'MI5EDIIENT 8W - 2 !�' GDX NO ad b O.G. SIMPSON 5/8 ♦ THRD'D ROD W/ 5 UDL STUDS c/1 ♦ HKt31t A'-O" O.C. 3/5.1 I ASSOCIATES _ PLYWD, HD2A SIMp'SON 'SET' EPDXY 4" EMBEDMENT III SW - 3 IR" CDX NO bd b" O.G. 8IMPSON 5/8"0 THRD'D ROD IU/ 5" DBL STUDS I/2"♦ W11511 4'-0" O.C. 3/5.1 FLYWU. 1-02A SIMPSON 'SET' EPDXY 4" EMBEDMENT SW - 4 1/1" CDX NO 8d b" O.C. NONE NONE DSL STUDS 1/1."• H1cmil 6'-0" O.C. 3/5.1 JACKSON SUSIN�'SS f ywD, _ _ 4" EMC3EDMENT W - 5 1/2" CDX iltu ed do-" OAC. SIMPSON 5/8"♦ TII ROD W/ 5" DDL STUD 1/2"♦ l•IKBII 4'-0" G.C. 3/5.1 CENTER — SUITE %0 PLrWD. _ HD2A 6111 N 'SET' EPDXY 4" EMBEDMENT !/2" GDX NO 8d b" OG. 91h'F'SON 5/8"� THRD'D ROD W/ 5" DBL STUDS 1/2"♦ HKBII� 3'-0" O.G. -- - - 7800 S.W. DURHAM RD. PLYW7. � HD2A SI�IPSON 'SET' EPDXY 4" EMBEDMENT TIGARD, OREGON 97223 NOTES: �� SWEAR IVAL LES I - --- — I. PLYWc'�Op • �{EAR WALLS MAY EXTEND BEYOND -- PL`r"U100D BNEA*WING SWEAR :$ALL DESIGNATIONS IF REHIRED FOR FINISHES. • n HOLDOWN LOCATIONS ! Date: 2-15-02 2. ALL THREADED ROD TO BE A301 GROUTED W/ SIMPSON J � Scale: 1/81111=1'-0" SET" EPDXYLp 3. SEE FOR I'I ILDOWN DETAIL :ALL EPDXY ANCHORS NOTIFY RE Drawn by: DJL 1� SPECIAL INSPECTION. NOTIFY b� NICOLI ENGINEERING FOR Checked by: ENK INSPECTIO!`IS. Job No.: 011102 4. BLOCK ALL PL1'U100D EDGES AT 6HEARWALLB Drawing No.: FOUND—P Cl PRrAMMG NOTES -- -_ — P�YIDE (3) 2 x NO. 2 JAMIS STUDS FOR ALL — HEADER AND BEAM SUP"ORT. - - - --� 0 12 CL SHEARWALL PLAN FOUNDATION PLAN 1/8" a 1'-0" 1!A"In l'-C' NOS' FOUNDATION / - � ALL WALLS 2 x 4 F}I�:►-,Ir.0 ;,INLEee NOTED OTHERWISE SHEARWALL PLAN sr r�'�5t PS ��• �, '�Y r SHEET ICU Durham Rd 7800 Ste 500 BUP2002.00050 2 . 2 29 01 37 mm Cm I , 1 1 mill IC 11 12 13 14 Ilia 17 10 16 20 21 22 23 24 28 30 1i , S 4,• i a •V 1 a.. • ,. dx •�" +a S 4`'•�is�s"4c �f"err a ' �_ i i.. i ,.;y +1: 1 E D C B A.1 A I I 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 503) 620-2086 Fax: 5031 684-3636 I 7L .-111111,11111 14" TJI /O.C11� C II II 4s FB-1 ' as-1 �' 1,4-4 14" TJI Ir -- — 46 Ep PRO/F,, I -----xH-3 1' ---------- �I-Z 11 N'3 -- X=__ --------- LI I I II 11 11 I I 11 I I I I �!— I I I 11 I I s ,I II II i I �I 11 AT LANDING II � II i REVISIONS: CANTILEVER FLOOR---` JOIST FOR STAIR LANDING I — 3 4'-31/2" II � I I 5.1 II � II ~— � 1 I II d.lY I I I II II II x 161, 1 1 �2 I 11 II I II I I j II II � ' 1 II— - V I I I I = 11 I I 0 — ' � x 11 TENANT 4 - - EXISTING AREA IMPROVEMENTS ' I SEPARATION WALL Fm LANDAU ASSOCIATES 5.1 � Lp JACKSON BUSINESS I' CENTER - SUITE %0 x 8 No. Z • 16" O.C. I �� Ir_ --�� — 7800 S.W. DURHAM RD. TIGARD, OREGON 97223 I • II I II I n - -- - --- ° _- =_- --=--- _ —_-- --_—_ Date: 2-15-02 Scale: 1/8"=11-019 Drawn by: DJL HEADER SCHEDULE Checked by. ENK Job No.: 011102 N - MAW TY" _ MUM Drawing No.: FlR—FRI'AG H - 1 4" X. b" PF / LNO. 2 4 N 1 4" x _ BEA i L_NO. 1 N - 3 5 I/8"" x Im 1 " GLU LASECOND FLOOR FRAMING PLAN 1/2" GLU N - 4 ' x 12" Cf / L NQ 1 c GAMING NOTg,°-� — BOOR DIAPHRAGM NOTES: PROVIDE (3) Z x NO. Z JAMB STUDS FOR ALL HEADER AND BEAM SUPPORT. USE 3/4" 48/24 APA RATED DECK, T 1 G GLUE 4ND NAIL PERPENDICULAR TO FLOOR JOISTS d - EDGE NAIL 10d • 6" O.C. } � 1'• ctlr f '�, FLOOR BEAM SCHEDULE - FIELD NAIL IOD 0 12" O.G. SECOND FLOOR P3 _ MAW Tym -13MR409_ FRAMING PLANS - I 3 I/4' x im I!Z" GLU AM AM 14F - V4 I [ F!9 - Z 3 I/0" x 01/2" GLU LAM SAM_ 24F - v4 O - 2 1/8" 6 10 la," gLij LAtj BEAM 24F - Y4 - Di sham Rd. 7900 Ste 500 BUP2 A3 002-00050 L2JO of 77 I --- .J 47 x TNM\ IQ sign10 I'I 12 18 14 1 18 I 1• 1 !9t 24 25 28 27 218 29 30 'i• t. .i -'. t C 'i 2" MIT , IY: _ y t•:. I , - r.:y 1^ic ti Y 4 n .F 'rT 5 i1%L14 N mi c 0 C B A.1 A C 9025 S.W. Center St. - Tigard, Ore,jor 97223 on 03� 3 620-2086 Fax: 6'8'4-3636 F I N 1 51•a N T 5 CEILING HEIGHTS: LIGHTIt : PRODUCTION /.TESTING AREA / WAREHOUSE TO ROOF CORRIDOR OFFICES, ACCOUNTING / ADMIN15TRATION. OFFICE, CONFERENCE ROOM, ETC.----GJ'-0" SERVICE ROOM, ETC. WILL HA`�E FLUORESCENT 0r+ICE OFFICE OFFICE RECEPTION OFFiCE OFFICE REST ROOMS 11'-011" LIGHTS W/ PLA15TIC LEN5EE5- THE PRODUCTION / (CARPET) (CARPET) (CARPET) (CARPET) (CARPET) (CARPE7i IST. FLR_ RECEPTION / OFFICES AT NORTH WALL-9'-b' WAREHOUSE / TESTING WILL HAVE METAL HALIDE LOW IST. FLK CORRIDORS 10'-01' WAREHOUSE SUSPENDED LIGHTS. QLLlbw ELECTRICAL: ALL CEILINGS ARE TO BE SUSPENDED CEILING W/ _ OUTLETS, ETC. PER JL, ' ACOUSTICAL T`LE5 IN A 2 x 4 GRID. THE PRODUCTION ELECTRICAL CODE ---STAIRS r COAT CL05ET HALL TE5TiNG / WAREHOUSE AREAS WILL BE LEFT EXP05ED TO (CARPET) (CARPE'' THE UNDERSIDE OF THE ROOF INSULATION. REST ROOMS CABLE AND TFL EVIf3 ON; CARPET) - -... --- / D F'RO, . L• AND WAREHOUSE OFFICE WILL NAVE A GYPSUM BOARD MATERIALS AND INSTALLATION OF THE TV. CABLE, f� CEILING. COMPUTER NETWOWC, GABLE AND TELEPHONE SHALL 1. /�S��GINt FLOORS, BE THE LEASEE RESPONSIBILITY. LE56EE SHALL ------ OPEN W/ OWNER FOR SCHEDULING OPEN OFFICE ----- _ 16 Ji OFFICES, RECEPTION------ CARPET INSTALLATION OF AND FINISHES. (CARPET) --____ - WAREHOUSE / TESTING —CONCRETE ATTIC ---- - CONFERENCE REST DOOMS ---SHEET VINYLAREA ----- ---r PRODUCTION 4 KITCHEN ---- ----VCT (TILE) GOIJNTER TOPS: CARPET ---- CARPET) �1p COUN �yAC 875TH COLOR TO 13ECOORDNATED WILL BE UJ/ EASEETIES. STOR44-aE HVAC SYSTEM SHALL HAVE TWO (2) ZONES. D0�4S At1DARDWARE. I (CONCRETE) ZONE I WILL DE FOR OFFICE AREAS INTERIOR DOORS SHALL BE HOLLOW METAL ~ ZONE 2 WILL BE FOR PRODUCTION AREA (GRADE 1) W/ "HONEY COMB" CORE W/ A MINIMUM - Q THE WAREHOUSE WILL BE HEATED BY CEILING STC RATING OF 32. ALL F1�AMES ARE TO BE p U MOUNTED UNITS FOR FREEZE PROTECTicUN ONLY. p THERMOSTATS WILL BE LOCATED FOR EACH "TIr-4ELY" PRE-FINISHED FRAMES BALCONY OR CE OFFICE STORAGE ZONE ALL HARDWARE SHALL BE LE'w, R TYPE AND (PLYWOOD; (CARPET) (CARPET) CARPET) MEET LOCAL AND FEDERAL. ACCO 5, 51BILITY WALL FINISHES: REQUIREMENTS. I ALL WALL5 (EXCEPT Wx4REHOU5E 4 TESTING AREA) WILL HAVE GYPt3UM BOARD L'/ LIGHT TEXTURE AND PAINTED W/ A STANDARD WHITE CALOR ALL DESKS, GHAI", ETC. NOTED ON THE FLOORTEL. / COMP. LL_ ALL WALLS (EXCEPT CONCRETE WALLS) WILL HAVE A PLANS ARE PROVIDED BY' THE LEASEE. THE (CARPET) RIJDBER BABE. SINK NOTED IN THE TESTING AREA 15 BY OWNER 4 TO BE COORDINATED W/ LEASEE. - -.- —�- REVISIONS: I) - K'TCHEN II O L O --- I PRODUCTION AREA WOMENS (VCT) Pv INYL) L• V � I 1 MENS (VINYL) I p O - 54OLL IE R ROOM WAREHOUSE _ ---- (VINYL) (CONCRETE) PROJECT TENANT TESTING AREA IMPROVEMENTS (CONCRETE) FDR LANDAU COMPRES!-.R ROOM ASSOCIATES - (CO* .:RETE) - - --------- ----, —_� SITE; JACKSON BUSINESS WAREHOUSE o�FIf:E CENTER - SUITE 500 i (CARPET) 7800 S.W. DURHAM RD. TIG,ARD, OREGON 97223 - - ------ - �I Date: 2-15-02 _77 Scale: 1/8"=1'-0" Drawn by: DJL CheJob cd by: OENK No02 FLOOR FINISH PLAN FUOOR FINISH PLAN Drawing No.: FIN—FLOOR—PLAN SECOND FLOOR 1�8, -� FIRST F=LOOR 1/e„ • I -0' -- a Z FLOOR FINISH PLAN SHEET a �4, chNi rf O I r)urham Rd 7800 Sfe 500 2 . 4 RUP2002 00050 �, or a a 1.ldllY!'�11MC m Jill IT111111111 l mp fill III ' L111I I I I I A 11 I IdIO al O� 23 2I4 a! td a710 11 1 14 28 20 30 - IF jai r . j , .: L t I r T • `3I I I Nalcolit I C B A,1 A C BA,1 A C: B A.1 A C B Al A 9025 S.W. Center St. Tigard, Oregon 97223 � I I I 1 I I I I I I I I I I I Phone: 503 620-2086 I I I I I I I I ( I I I Fax: 503 684-3636 FF r - - O -- — - — --- T= ---- ----1--- -- - OFFICE OFFICE OFFICE ----- -- - RECEPTION OFFICE OFFICE IF IF U-7 71 s - • • ,40 - .. I w -"CCAT CL06ET - : 0 OFFf _ o 07 OPEN OFFICE ___ CONFEREN ATTIC _-- \.�_ CE i AREA Ap 0 o I 1 COAT CLOSET �Q N Kto;d 0� I 1 -- --- -- ° _ ❑ ❑ ❑ ® ® ® STORAGE ,AREA OFFICE OFF OFFICE STORAGE OFF • --- - — S � II 1 1 1 1 I I I I 1 1 — 11 I I I I I I I I I I JI_LLI 1 _LCO1PUTER I : L EL I I — U- _ - ----�; I REVISIONS: TO LOW BAY LIGHTS - -LOW BAY METAL 9 U KITCHEN �r HALIDE LIGHTS n ~ - �J u• I <---- PRODUCTION AREA u101•'iEN'S ,,. hI' O TO LOW BAY L'GNTS 0 I �. V 4) I m u LA MEN'S qp c ❑ 40^ - - - j•:� 5W OWE R � 'I Roots � PROJECT: o WAREHOUSE I To Low BAY LIGHTS TENANT ------ -., ------ -,, IMPROVEMENTS TESTING AREA L=-------- I I 4011 FOR 1� I I SKYLIGHT UNIT HEATER-'V - — • LANDAU COMPRESSOR , ��e ASSOCIATES ROOM - - -- I � e ® � _= JACKSON BUSINESS CENTER - SUITE 5OO TO LOW BAY LIGHTS OFFICE 7800 S.W. DURHAM RD. S z - TIGARD, OREGON 97223 ' I ---- --- ----- - _ L�—� ° -- __ =-- Date: 2-15-02 LScale: 1/8"=II-0" Drawn hy: ZD , Checked by ENK Job REFLECTED PLAN REFLECTED R.AN ELEC. OUTLET PLAN K ELEC. OUTLET PLAN Drawing No.: REFU C-ELEC 9 SECOND FLOOR Iro° v I'-©, FIRST FLOOR I/811 . I.-011 SECOND FLOOR I�8'r ! FIRST FLOOR r�RAL NOTES eYrlDOLe x 4 FLUORESCENT FIXTURES IN I. THE A13OVE INFORMoC,TION IS DIAGRAMMATIC AND SUSPENDED CEILING GRID ® SUPPLY GRILL SHALL BE REVIEWED BY OWNER, TENANT ELECTRIG,;L I� 4 PLEx OUTLET i• CONTRACTOR CONTRACTOR SHALL PROVIDE ALL NECESSARY INFO. A£ REc�UIRED TO SEUJRE ALL NECESSARY rl a' • RECESSED FIXTURE - WALL WASHER RFTIJRN GRILL PERMITS FROM THE GOVERNING AUTHORITIES. ; I �, I� DUPLEX OUTLET W �..� Z. ALL OUTLETS SHALL BE LOCATED TO MEET A.D-A. "± o RECESSED LIGHT FIXTURE UNIT HEATER AT CEILING WQUIREMENTS. REFLECTED CEILING, r'-~-INDICATES DISTANCE FROM 3. REFER TO SHEET m3 FOR EXIT LIGHT LOCATIONS 4Z^ FINISH FLOOR LIGHTING / ELEC. A SURFACE MOUNTED LIGHT FI>-,rjRE O "'!N - LOW BAY LIGHTS F 4. ALL CATV, 4 MISC. WIRING t0 BE PROVIDED BY TENANT, OUTLET PLAN rzz --�_,� CONTRACTOR SHALL COORDINATE. SHEET SKYLIGHT - ------- - _. � EXIT eK11Pl W/ (�t•1E�lQIENGY , :><_ i - c� L01III ON BATTERY `'=------- O Marham Rd.7800 SIP 500 BACK-UP POUER 6UP2002.00050 25 72 of 37 -- • if ��T Cm111 ,III ( i 11 I 7 1 1 1 I 1. I III 1 I t III IIT~ 1 [j'l �a .. 10 11 la 13 14 ` 10 1 119 l0 a0 al a2 F'a a4 Zf! 2d 27 aA ao 30 - .,i.,, 9""".T'M"i"",rP*°.. S 7 a : -F�.3f""n9`',, Akly x ' r ,}-''.y a'�,f/ � Y y.y •, T bXt� 4�1,r �,'�( ;+.f° ^' .p 5.. r? ��'y +tIF`�? •'ui',�• � r I j�4TµIt1. S� `j li�� , � F W Ili, - W r, . 1 ' •�rF• ; r+n, n)�. "x.,7 Et fx�rn• ;;•,,.. .,. +.c+'n,. f..r,, - - ... .. -.y ,-WIM • - M" ,. K i:, .:-` _5 , -.'rT'r�,..•e'. _ ..Ca..s J,.1ry:,, • rip^ .. � r �'.• t %r k%1 N I c o 9025 S.W. Center St. - Tigard, Ortgon 97223 Phone: 503 520-2086 Fax: 503 t 84-3636 (A� B ('C ) D E e • ' 4.1 ' 1 ------ -------_----- _H --- - /��p P R pft1 p i r i r r rJ i r aO [TF1 � GINF,o J. a 4� _r ----- w -- - - _ _Ir,�J.Oo14 LINE / 1 6 507 Ili -- IV 0 ------ �, ILgY16.�y �- r - bA ilei r r r �'1 �G i N. KE t'I 11,'0 • . ----------------------- - --- - -------------------- -- ------ ----------- -- ----------- ----------------- t8?4AW i"PROVVIE 6 • NORTH ELEVATION REVISIONS: I I S PROJECT: I E D C 1 q TENANT "T FOR B / IMPROVEMENTS LANDAU B ( I ASSOCIATES d.l A OFFICE ONLY-- --- - T` - ----- O JACKSON BUSINESS --- - CENTER - SUITE 500 I - — 7800 S.W. DURHAM RD. _—_ ILL _ (�] TIGARD, OREGON 97223 Date: 2-15-02 TINHAW Scale: 1/16"=l,—O" Drawn by. JDA Checked by: ENK Job No.: 011102 SOM ELEVA110N Drawing No.: ELEV N Y 1iC3 Prf r, $ s � ELEVATIONS SHEET ------• ----- -__ Durham Rd, 7000 ifs 500 f .. SUM02-00050 3 . 1--- 33 of 37 i7 '' r �,{Nrk• r • y � r�i�,1� ' �� m` I I I � t i I I 1 rI 10 I I 12 13 14 I 11! 1 18 Ifi► ?O 21 22 23 24 2S 29 2 :� 3 _ I • Y +, 4M;i0 { 1 s "S rt• kl%ll N 01 c o 9025 S.W. Center St. - Tigard, Oregon 97/223 Phone 1503 6110-2"1186 Fax: 503, 684-3F 36 ---------------------------------------------------------- ---------------------------------- �,� KEY NOTES t Im B A 2 x 4 • Ib" C.C. IF 3yEARUAL1. REFER TO 5�EE" 2.2 52 2x9 . 16" O.C. / J � 3/4 48n4 APA RATED DECK, T G GLUED AND NA LED �" 3 I I 9 D 2 x b WALL REFER TO 5+4EET 2.2 { - FOR FURTkER INFORMATION IF SµEARWALL ! I y 52 Ola. ' 5? 5.7/ N. - - E �� E 2 x b GUARD RAIL EXTEND PLYWOOD QED PROF, / C O GYP SµEAT+•IING FROM WALL DELOW �S��j GINF TO TOP OF GUARD RAI,. I C� t� 17. I N24 I Ii� i O 5/8' GYPSUM BOARD �' � t 6 5C' - j 1 L O\�, J � -------------- ------- -------- ------------------- --------------- '„I G /2 "AND RAI � ,�, ! C EXISTING CONCRETE PANEL \qD N. K� • A SUSPENDED I �� m D ® CEILING T11"!BEN"bTRAND LSL STRINGERS 1 (± ! 9 U J ,015 r W/ R-21 INSULATION � ;� b - 18 GA. STUDS W/ 5/8" GYPSUt" b r A - rC BOARD BOTµ SIDES 52 i BLOCKING r ! 10ROVIDE FIRE BLOCKING A' ALL FLOOR AND CEILING LINES AND EVERY 10 -0" O.C, VERTICAL 45 3 45 4B Q 5.1 5.1 SIM g,1 51 SUSPENDED CEILINGS EXISTING ROOF TRUSSES W/ R-19 INSULATION REVISIONS: SECTION !� r i I .; ......r.,r..R.,. ....,,._.... ..,.:.w,...,v...-, _- _.,.,..�_..vt -_ ..,f,...,,-,-�-- _, _ _. �� •_ J - PROJECT. --- TENANT �--� �_- IMPROVEMENTS 4A 44 p 5.1 FOR __-" 5.t 5,1 LANDAU I/ --------)t------ ------ ' -------------------- ---------------- ------- .� / ASSOCIATES 8 OFFICE OPEN OFFICE � A I I LKsNT STORAGE ------- _, __---____-_ 5.1 Isa B I I (!5 BASZ 1 k OL rT A _ �_____ JACKSON BUSINESS 14" TJ I ' CENTER - SUITE 500 'r1 STAIRS 3 A 2 W/ R-2t C 5� -5 t/4" m 5 22 RISERB • 6 35/bd" SZ ON. C 5� 5� m C SS 21 TREADS • It" - �' � '� � � _� ->� %800 S.W. DURHAM RC. I / I 1 / - GARD, OREGON 9 r 223 I - \ -� REFLECTED STAIRS FRjLXI15EWIND �.I�;-------- --K -, G --- ------- --- -- ------- --------- ------ 5.1 --- uate: 2-15-C2 r I / b Scale: 1/4 -G' _II '� I'-0.. A Drawn by: DJL. DEYOND fn / / ISllJ-2 9 = 1�1 RECEPTION I I „ _ / \ = OFFICE COMPUTER ROOM m m Checked by ENK III { , t'-r� a I / 9 A Job No.: 011102 �_3 A Drawing No.: SECTIONS — r — — � 8 A r. A In cG x 9 I r i A in � .I - INS i s 1 3 44--10- T.&P oil. 5.1 5.1 5.1 S.t 5.1 IT-3 1r2" 'kX SECTIONS SECTION _ __-- _- -- V4 . t,_®" SHEET Durham Rd.7800 Ste 500 4 1 SUP2002-00050 i Q 3401 37 • T!, Cm 1111111 11fif" 111111f 11.1111 1111111 x • :: r.;. ',_;. r n7/ ..c - .. ._-_..__....._..... ... ......__—__.•,._... - - _ .w-. _..- - „ ...,a,e....x_t r,.anFA ..t1 .cya ;,,_ .i,. ... t 9Ltl �IM`f� rawlinau II 1iu. , v 10 11 12 I 14 I b 1 1 1 � rE 6 r Mt T T I I T - 1 wr•'�e r ' s 1 Waf }� u a - ;ro +I'l - ( r t , s , Y � M t Y. fyt .1 • � 1 1 / 1 III. colo � • 03 B 1 A 9025 S.W. Center St. - Tigard, Oregon 912%3 j .�...... �.,....__� .... ..K....x.r�.4 _ Phone: - - I -, 2086503 f203636 -_.. fax: 503 684 -- ------- --------- ---------------------- -�, KEY NOTES (� O 2 x 4 • 16" OG. IF g�EARwALL REFER TO sr-+EE' 22 j A �J N j0 1( GO 3/4" 48/24 APL RATED DECK, T 4 G GLUED AND NAILED e � ! ' 12 g tr*�c , 1 '; G 2 x b WALL REFER TO SHEET 2.2 • i �+• �• - FOR FURTHER 'NFORMAT!ON IF 84.4EARWALL f I'M. 5,1 Oyl 2 x & GUARD RAIL EXTEND PLYWOOD 4 GYP SHEATk!N3 FROM WALL BELOW • - � _. - _ ____ I (t 1 TO 'CP OF GUARD RAL INt - _ -- — \ / O 5/8 GYPSUM BOARD r 16.5 � � -- -- ------ ---- -------------- -------------------- ----- __ ilA ----- �----------- COS ? 1/2 HAND RAIL E; ! 5.1 N • i ! O EXISTING CONCRETE PANEL • •ON 1. ` .�j ! 9 6 O TIMBERSTRAND LSL STRINGERS A A 0 --�A A O TJI JOIST W/ R-21 INSULATION ! 415 O 6 - 18 GA. STUDS W/ 5i8" GYPSUM t 51 8W-5 3 4 SW-4 2 BOARD BOTH SIDES SIM. BLOCKING f ' I E FIRE AN..rD _ __.__.__..__ _ __.______�_. __ _._._—_..___ .._.._.___. -- --_-•_—_ - _._ _. HOR EvERY m m O.C.CG VER LFLOOR � CEILING ONES ^ I VERTICAL AND IZONTAL. No SUSPENDED CEILINGS A • C) EXISTIN'. __ TRUSSES Wi OR-IS 'N5ULATIOr; REVISIONS. — FeAMIT REv1�W 1QFYt5lON� SECTION 1 3 2 I -------. ---- Q. � .. -NANT IMPROVEMENTS A 4 -- — 4 FOR �y _ 5.1 M 5.1 ----- ---------------------- ----•- -------- --------- --------------- �---- --- ---- LANDAU ASSOCIATES S TE 4 _ _� I/ \� IeooF LINE JACKSON BUSINESS fl 5? 5? 5?� E \ E BEYOND CENTER - SUITE 500 L2 7800 S.W. DURHAM RD. / T''GARD, OREGON 97223 --- — --- _ --------- I- ---------- -------------------------- ----- -- -------------- 5___1------------------ --- ----� ---- -'------------------ --------� Date: 2-15-02 ------- ; Scalp: 1/4rr-11-0„ 0 --------� Drawn by: DJL -------- Checked by ENK - Job No.: 011102 9 -LANDING L ` Driwing No.: SECTIONS ru A g 1�{ SIIJ-1 8W-2 .y SECTIONS 1, � � SHEET --- ---- Durham Rd.71,00 Ste S00 ` 4 euPiooz-ooaso K 5 of 37 --,-„ ry,.�:►-_..— _._..w....ee,.ar"_wa9�r.Mew,n+,n.,..,e•MAywtM.I.ww�,YMMn.'wMNN.. T 4Pryi�,.��R�(•, 7W.}+In 1'.« 1, AY11�1i Cm I1�IjnnIIII jru�lll �I Iuyl �n1jnlu lj u�nlljulllulljini' I IjI Iliuuju I lj I II tllifi Ij ul,nnjun I Ijl Ipu i till lulllrljnl Inuj u�uIljIlnlluljnn�nll�l 11IInI�nnlnnjlullnnjnlllu Ijuu III nn n I II jlull:,. s -I- x lo• .tq� 10 1 �� f^ IA I!! 117 I',/ IO 20 ?I 22 23 24 23 ZO 27 Jo l .a r ! _2" 77 a , , r yr _ 5tl..rr••r.d?. � � �Yt:L,L.fulYi� .> �_....•...,...e......_:..._..._.,.._�.. _....u��.�._w....__.y,.._ ,..._...'. _._.�_� ._-...-��.-..--.- ....i..�........,..,......_._..._.__.._..._...__...-._..�-.......u........_�._.:a__.r-..--- __ _ .,�._ ___ -<:.. -...r,.,,_.-... r. J�" 4 I `• s 'S l a)Jr- 40 x 1 1/2" WOOD SCREWS FROM STUD ROOF SHEATHING WED TO TOP AND BOTTOM C440RD6 OF EXISTING TRUSSES NOC TOP CHORD , .1 OF TRUE$---y i 1 "'R-21 DATTS ------------------------------------ -------------------------- k___ EXISTING ROOF TRUSSES 9025 S* Center St. - Ti ord, Oon 97223 ' b 20 GA STUDS PLACED AGAINST 9 re 9 °° `' -t TRUSS BEYOND AND IN FORE GRcxWD /�-- SIMPSON STC Phone X503 620-2086 6 -2) GA TRACK-. CLIP Phone 503 684-3636 W/ l U b SCREW E A. LEG TO 6TUC f -•6"-20 GA. TRACK I i -(2) % SCREWS • 16" D•G. TRACK TO TRACK /- Ibd • b" O.C. AND (2)16 WOOD SCREWS AT BOTT. CHORD --------------------------------- I-- -I ---------------------------------- 3/4" PLYWOOD C - —POST PER SCHEDULE �_ S IRE TAPE AT CHOkD PENETRATIONOF < �� Z x 4 BRIDGING • CONT. 5/6" GYI0SU!"± :'-OARD STRIP. - y • 24" O.C. SIMPSON CB4(b OR CB6b ---------------------�-_-_ -;r __124-N4?9�Ar + r�21�s.AALR FF!l a Z x --� C y 3/4" "GAP". Ibd • IZ" O.C. - E KTG. • BUILDING PAPER i0) i /'�GONC. SLAB /�--0 COLUMN BASE SCREW EA. SIDE TO EA. 54W GUT 04 x 12" LONG • 32" F f STUD IN SLOTS OF "SLIP TRACK" • /"GROUTED INTO E SLAB W1 SIMP60N EPDXY 6"-20 GA. SLOTTED -� t 2x4a 16" O.C. TRACK BY "15LIP TRACK I DDL a x 4 TOP PLATE d SYSTEMS" I - - - 4 v d - 1 DETAIL A -� W/ I I/8 4 I I fr 2 x 4 • Ib" C.C. i t GA. STUDS • Ib" OZ. ' „ d v ��(tt• a�r�.; PE.�t[RATION .? ,'�G t N e PA d • Q 1 •' ' 0.145"0PDF. , t —P.T. Z x 4 • - � 4 • 74" O.C. I I/D" SFE COLUMN - d d I „ PENETRATION'----, -2 m GA. TRACK FOOTING SCHEDULE d - �' SEE FOOTING SCHEDULE A 4 ��-NEW CONIC. FOOTING • Cd d DET,�B A� N. -'�•tV n3 10 FULL WALL 7 B�ECTION AT CEILNVG FRAMING . t4 TYR IWERIOR WALL CONNECTION COLUMN 1 FOOTING DETAIL 11�".I'_Olt I I/Z"■I'-m" NME �� -2 x P.T. SILL. BUTT TIGHT 2 x P.T. SILL. BUTT TIGHT TO CONCRETE FOR FIRE TO CONCRETE FOR FIRE BLOCKING. BLOCKING. �—bd NAILS • b" O.G. Q Q - STAGGERED. 1 Ibd • b" OG. Ibd • b" O.C. EXISTING � I/2" EXISTING 1 I/2" _ CONCRETE WALL CONCRETE WALL- 2 x . I6° OC, REVISIONS: TJI JOIST AT 12" OZ. TJI JOIST AT 12" O.G. L43) BLOCKING TJI BLOCKING A2-I°•1-02 PERMIT R�V'EW Ibd NAILS (3) Ibd NAILSRBLK "EFt BLK SHAEATLL kI ED EES«4EAR 2 x b AT 4'-D" O C. OCKING 15TWN�STS - TYPICAL BLOCKING BETWEEN P.T. 2 x 4 —(2) 16d NAILS ADD JOIST AT SHEAR JOISTS - TYPICAL II WALL LOCATIONS AS I TYP• `� _---ANCHORS PER SHEAR _ I WALL SCHEDULE (2) IDD NAILS TOE REQUIRED i A CUT----_ NAIL EACH SIDE. Ibd NAILS AT 12" OZ. 14" TJI Lb TJI JOISTS/ SAW U 04x12" LONG • 32 E.].. IDE - STAGGERED EXTG• GROUTED INTO SL-AF3 HEADER H-4 ��/w.i��Y I DBL 2 x 4 TOP IE CONC. SLAB W/ SIMPSON 'SET' EPDXY FILL VOID BETWEEN HEADER HEATHING PER AND CONCRETE PANEL W/ a -----2 x b STUDS 2 x b STUDS GLASS FIRER DATTSmummm . NOEWAL�,LgISGHEDULE M. Q d � SUSPENDED CEILING • Irt 2 x 4 STUD WALL � PROJECT PART1T10NAT SHEAR WALL �� ING AT2ALLDSUSPENDED CEILING (2) •4 BARS CONT.------- WALL -`--- A B REFER TC DETAIL 5/3.1 LINES AND/OR ID' O.C. VERT. la-----,� '—NEW FOOTING TENANT FOR FIRE BLOCKING ,�•,�' AND WORIZ. NOTCH BLOCKING EW LONG. 00 NICs I" MIN. GAP REQUIREMEIJTS. MIN. GAP BEHIND EHI D ALL WALL FRAMING IMPROVEMENTS FRAMWQ DETALB 3ECTIC�IV AT CONCRETE WALL JOIST � TO WALL DETAILKo'2 �'�` LANDAU 5 CONT. FOOTING DETAIL ASSOCIATES /2°•I'-D" WINDOW 11/211011.011 1 1/2 •1 -D DONT. I Tt 2 x P.T. SILL. BUTT TIGHT - - - -----TO CONCRETE FOR FIRE I -- „ t, I t 0 �oNT �.oNT JACKSON BUSINESS 0d • 6" O.C. 'PLYWOOD Ibd • 6" O.C. CENTER - SUIT ` .�JVV EXISTIrrG FULL ' ' EXISTING 1 1/2" DDL TOP }Q 7800 SA DURHAM RC. ME k3HT WALL it -- CONCRETE WALL--,,,, TIGARD, OREGON 97223 DBL Z x OR SINGLE 4 x 1 I '�—NOTCH EVERY OTHER 1 1 -- - 1 STUD AND EXTEND DOWN Date: 2-15'-02 JOIST& - TYPICAL TO BOTTOM CHORD OF Scale: 1 1 2f,- 1�—O�� FLOOR JOIST SHEATHING PER SWEAR Ibd • 6" OAC. /�--Ibd • 6" O.C. WALL SCHEDULE Drawn by: DJL SIMPSON �^ANCWORS PER SHEAR -pecked by: ENK 1 WALL SCHEDULE Job No.: 011102 `TJI ; SAW CUT— ` -• Drawing No.: P—DTL1 • "4x12" LONG • 32' — EXTG. 1 1 I/4 TIMBER STRAND W/ SIMPSON 'VET' ti I TJI 1_63 JOISTS 1 RIM BOARD GONG. SLAB GROUTED INTO SLAB �-DBL 2 x 4 TOP it �---DFSL 2 x 4 TOP It i EPDXY NO WALL • SIM. SHEATHING PER 1 I Li SHEAR WALL SCHEDULE - b^ ---SHEA'HING PER �— --- J __ SHEATHING PER .. SWEAR WALL SCHEDULE SHEAR WALL SCHEDULE �D E M�FER TO DETAIL 5/5.1 ✓�uvv DDL 2 x 4 tOI° PLATE f�f d • tt FOR FIRE BLt7CKNG I" MIN. uAf� I . REQUIREMENTS. REFER TO DETAIL 5/5.1 FOR BLOCKING REQUIRE- 2 x A • IE" O.C. HOLD FRAMING Tk3HT TO MENTS FOR I" AIR SPACE y (2) •4'GARS CONT--- . ONT ---�' '` EXISTING WALL. --.—_ _ - - �I '-NEW F TI PROVIDE HORZ DRAFT STOPS BETWEEN CCNCRE rE AND E CONC. OO NG EVERY ID'-D" O.C. MAX. AT WOOD FRAMING. L� I" AIR GAP _ DETAILS TOWMAkSHEET_-- - ----- — �,` ALLACTION AT CION - WALL • YPICAL WALL J. h *c tl ' 'X�'i '^ —' �"�` 8 3 T � Durham RA. 7500 Ste 500 i(f..,` r. I I/!".1'•O" � BUP2002-00050 I f "�+ ` 1 Irs11•I'-D" I I/2' :1'-m" I I/2".1'-®: 5 ,9 16 of 37 'sE ,. 1+ ., ., .. ,. .,...r..wni.++. +..w.-w.•..--............_......rte..._-_ ,.:, ,.,..,,,. r ,�.. .. .. ,. .. .._. _ _..............._... ..'..--"-•t-?._«-r--•'.«- -. .•.....-........._.r+-....... .,...n........-..•...«..w...wn+«--...... ,. ,w+urnrl,,.M.a�11) • .may y�ry� '" ! C {1 5 c i, , ..` �' •V 111 I 1 t milli I I I( I 1 I 1 .- r ' jr G •1qA ` 3j 10 i I I• 13 la IS I I•y' 111 1dill S 4 26 28 27 26 30 ; " • _14° A C J 'tv - '.'AY^79ItTfhal t 1110.1 : w,.yS3N?!R'!If"+:• s` I",W.F p 5 v1`1, A, r 0�•1"xC ��r�r i F. _.. .:v. . • -."',: -.Ate 7 ,J t Yi R? W. �— 14" TJI'8 �,- u 1 1/4" TIMBER STRAND `\ 14" TJI 165 I I I/Z"0 HANDRAIL , _ % ► Hca —GYP 50ARG — -- _ I i TIMBER STRAND STAIR STRINGER C 9025 S.W. Center St. Tigard, Oregon 1j72231 HEADER SEE HEADER STAGGER EA. SIDEOF- WEB SCHEDULE ON SWEET 23 n 3/4" PLYWD. lOd NAILS • 6'' O.C. Phone: 503 620-2086 2 x CONT. Fax: 503 684-3636 4r —w1NDow � -- 14" TJI L65 otEt id • A DBL 2 x TOP It SIMPSON L10 ANGLE AT 4'-0" O.0---�-- 14" TJI---- -��— 160 NAILS • Ib" O.C. • STAGGER EA. SIDE JF WEB 11/4" x 14" TIMBER STRAND---- I" x 6' -�—I" x b" � RD-9 STAIR STRINGER l3 TOTAL) _`� IMPSON H2.5 CONT. CONT. • 48" O.G. - 2x4 • Ib" O.G.------- ► (7) Ibd PER STUD DBL 2 x I" X 4' 1" X 4" I" X 4" 4- "f>- ---------------- --- TOP R CONT. _ DCL TOP IE CONT. CONT. l2) Ibd PER STUD- -DBL TOP fE REFLECTED CEILING I c 1� TYPE HYPE "x" G'r'PSUM SNTG. 2 x 4 AT 16" v.cRQFFfs:. 1/2" PLYWOOD AT UNDERSIDE �G1NEFy �yf _-- �- - WALL BEY ONf� OF STAIR STRINGERS -- I 16.5 5/8" TYPE "X" GYPSUM SNTG UNDER STAIRS AND IN SHOP. 16d AT 24" OC. . Jae N •Z x 6 TYP. °�l!qA� �p WINDOW AND► WARDRAL DTL. SECTION 2ND FLOOR EXTENSION 4SECOND FLOOR STAIR 1 WALL CONNECTION • SHEAR WALL 11x1"•I'-m" 11/Z".I'-0" I I/Z"■I'-m" (3) 1 1/4" x 14" TIMBER STRAND 1_____-8TRINGER W/ Zxb EACH SIDE i ��-ZND FLOOR WALL (NOT SHOULD WHERE OCCURS 3/4" PLYWD. I IOd NAILS Is 6" O.G. II" I1" 2x4 PLATE. NAIL W/ 16d \ `-- NAILS AT b" O.G. Ibd • 6" O.C. K. �i�-TJI BLOCKING Z x 8 SIMPSON�2IRNGER r C� �3/4" PLYWOOD 1 1/4" TIMBERSTRAND (3) 160 NAILS I �► 160 • 12" O.C. h xbRIM EtiOARD EACH SIDE11 7 or II 2b JOIST AT I " O.G. W/ 5/8" TYPE "X' G.W.B. SHEAT4115 PER SHEAR WALL bGl=IEDULE — �� 2xb STUDS AT Ib O.C. DSL 2 x W/ 5/8" TYPE "X" G.W.B. TOP R TJI L65 JC15T 16d • 12" O.C. F8-2 BEYOND—� I — 2x4 BLCCvQNG---_____ DEL Z x 4 TOP PLATE FB-1. CONNECT TO F5-2 BEYOND W/ SIMPSON MGUS 3.25/10 —SHEAR WALL OR 2 x 4 • 16" O.G. BEARING WALL PER PLAN 5/8" GYPSUM BOARD � F'p(, If c • -----------.------------------- ------ (3) I I/4" x 14" TIMBER STRAND '-�� J TENANT STRINGER W/ 2x6 EACH SIDE (NOT SHOWN) IMPROVEMENTS FOR SECTION AT CELING FRAW4G SECTION AT STAIR LANDING SECTION AT TOP OF STAIRS LANDAU 8 5 2 BLOCKING DETAIL ASSOCIATES 2 x 8 JOISTS 3/4" PLYWOOD PLS. • 16" O.C. JACKSON BUSINESS j EXISTING IHR WALL I ' CENTER - SUITE 500 IDd • 61, I i -- Zx4 • li," O.G. 16d NAILS • 12" O.G. I 7800 S.W. DURHAM RD. TJI JOIST - I0d RING 9H4NKED OR SCREW IGARD, OREGON 97223 I a SHANKED NAILS • 6" O.C, I I 5/8" GYP WALL ---- 1 1/4" TIMBER STRAND BOARD-- I I _— NOTCH FOR P.T. IQ - - Ibd NAILSLatey 2-15-02 --- 2J ------------------------------ --- ---- _ 1� Sca1e: 1 1 1/4" TIMBER STRAND 2x12 P.T. PLATEI ' DBL 2 x 4 TOP IE DBL 2 x 4 TOP f@ RIM BOARD Dawn by: DJL (4) 1/4110 ORCONCRETE Checked by: ENK SPACED —TJI Job No.: 011102 L'10 Drawing No.: F-DTL1 LOCATE TJI ABOVE FD-3 1� � i SIMPSON L �'� • 4'-0" COL TOP it O.C. CONCRETE SLAB --------------•--------------------------- NAILS �16d NAILS • 12" OiC. " _ I / I NAILS PER SHEAR EACW SIDE -�- 2 x 4 FRAMII4FRAMINGZ r, 4 FRAMING WALL SCHEDULE I I y I I DBL 2x4TOP }E / SHEA+fHING PER .. �111115-315EYOND I I SEE DTL. 4 5/5.1 FOR CONNECTION INFO, SHEAR WALL I I SCHEDULE CONNECT TO FD-3 BEYOND W1 S R 1F*ON HGUS 3.25/1@ CL p . ---- - DETAILS `'HEET OVE i MT"m - --- -- - ®OTTOAA OF STAIRS g SECTION AT STAIR LA 3 MFUMETER WALL DETAIL 500 p 1 1/2".1'-�" I I'2`>.i'_0" I Durham Rd,7f,00 Sta. I/1' . '_0" 1 1/2"=1'-01, 502 17oP2002,00050 CIYI +f'll++++ 11111111 1lII 11111111 II1111 II 11Illf11III�I II ! 111 I1�111{1!I!Illill lllillifll 11111 11 111`"f�l►ll�Ilil�111 I IIT 11111 Ilfl�Il I III II I�IIII Illl�lill III n1 IIu�I • p 7 Y iii III t�i! ihl 14 I�, IS Is IIO !II 22 23 2IA 23 26 27 218 216 310 _ (OQII1.�pll • • r .r ,.,, .. -:...,,�:••'• �^a. : ,.. ,_ +n„� wap,?la7veu,rl!u+MxC+.^a!w°R�4r",•'nVa '. .: •- '.: .ter. ..,,-' i J: � �� '� 1° ��•�4� '-Yet'{:' 1:. .. 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