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7800 SW DURHAM ROAD STE 600 , v,. . 1t . r�d 'i 1i . - I -,. %e,.•, .:�i'r, If . gy -9„.,., , Ilj `:{ ' w. i w W s{ i Via, f, B�F+ 4 '�.r{� , - �I�"# c T 1, { r , i ;: y, t L $ r} 4 ; 4 ,v 4�'tit •. f -'1: ° r 1 i ,k v ra'y,t,1 ' { 'a. ,;y _ 'Ir• - . to { ,: r 33 Itr•r r1 •7� -., .: {,/ „ !y , .l.a•�.6._,•J....� :Kiri rk it %I LiG ,-11 �'yL"-:4 tY, .. .... 'Jir1'k. -;7. "- 'oto .:.u..w,.,1iA.4"_%"6,,...w1.cr.cr+:.,rGWiu.ai:,.'.zl{ .. _- . ^".,. �;, .1'Ltikti�. 7.to �.: 4Li 4%, x-4`AiOl > 'e',:?"%Vdkei46}0,'i+c �.,.�. .••_,. --_---.____ --�+�^ . ►�..� Y w,, ' W Papa 2 of 9 ER•527 3/ °4 t p y. "`' `'''� i BC7 Eva l oat an ervic ! �NotlMlr�AI:M --- - --- --- __ Payr of Y n. ,,�. 9 ia! a c e f n(` Aal«tcan Inaawa 2.3 lnaslladon in Concrote: __ - _ _ ER-5279 •� r i• .- cossitie The pre-bent threaded rod is used with a 31/ inch- " ! diameter-b 13-inch-lou 31 b Brick/mortar condition �'', �Ft;' 5360 WORM.►d•1N MILL ROAD • WiiITT1ER,CALIFL7RNIA 906012299 A hole is dulled tufo lie concrete using a hand-held electro- Y- g (24.8 mm by 330 mm)wire mesh 1.1 The anchors aro:natalMd In accordance with the '" '•_ - A subsidiary cv/purerjo^�f!tie International C;onfr3rence of BUildincJ Officials pneumatic rotary hammer drill,to either a rotation-and-hem• screen Tube c Bolt mavemenUelongation manufacsur••';instil otiose a . 'this sport. meting oi'rotation-only mode,hiving carbide-Upped drill lids 2.5.1.3 Configuration C:Configuration C is designed to re- d Embedment depth 4 2 Thr anchors installed in concrete are used for conlomun to ,,'� ,x ! � - - g ANSI Bd1.. 15-199.1 The hole is cleaned with sial tension and shear forces, and Js used when the outside a Applied load dead, live, wind and/or earthquake load applica- EVALUATION REPORT ER-5271) oil-free compressed air and a nylon brush If the hole is water• surface of the wall is accessible It consists of a S/0-inch-dram- 8 Oris fourth 25 roan tions a ex t „.• ( Pe t)of the anchors must tTe tested by s permi,tied by Section 2.2.2,with increases • r• �` �• Copyri0hl C 2000 ICBO EvakwUon Seivlce,IrK: Reissued October 1, 2000 hued and wntams sludge and/or debris, the tole must be alar(15.9 rum)ASTM A 307 threaded rod;and an 8-inch-long a s al 1l) ht , � „i� �'�� 2001 , peG spector using a calibrated torque wrench set allowable bad for short-term loads,such as wind 1. J DOCE9ir11 r 3, OMON -- - _ �-T___ __- cleaned with pressurized water and a nylon brush The hole (203 mm)sleeve,fanned from AISI 101( steel, having out- at a minimum tion tie o180 foot• or earth uake forces,as rmftted b thea II n ,>Y!>!y h' ,rr� V�,O Fiang Category: FASTENERS•-Concrete and Masonry Anchors j:b8) diameter, anchor embedment, spacing and ed a distances side and tnside diameters of 13/ inch 20 6 mm and 11/ q pounds re a m) Steel 4 ps y pp t. g is ( ) t6 sleeves for anchors In Contiguraton C are tested prior to lite tables ir.this report. slid comply with the allowable-load tablas A clean nozzle is inch (17.5 rum), respectively, and a 1-inch diameter- installation of threaded rod At a minimum,the test report 4.3 The anchor* installed In h Jim A."1:ilf('11A114 ---- --- - attached to the cartridge Before use in holes, an initis! by-6 inch-ling(25 4 by 203 mm)were mesh screen tube.Tha must Include ollow end ! out•filled NiC(''ii E�gIf1�I� SET ADHESIVE,SET t 7 AND SET•PAC ADHESIVE medtafel,, foligwing the mixing operation,a threaded nozzle aniounl of epoxy is dispensed until the adhesive color is uni- stool sleeve has a plastic plug in one end A 6-inch-by-6-inch- concrete masonry are permitted for the road ¢ pP Y psi 9 3 a Test locations) dp '• ��'�w) "' ANCHOR SYSTEMS su tied b Sim n.,iron Tia is attachtid, acid tis adhe- form,and then the instal amount of epoxy is dtscardFxf 1 he by� /s-inch-thick(152 mut by 152 mm by 9 5 mm)ASTM A 38 plications noted in Saellon 2.'1.3. P.Q, g(.,11t 23704 SIMPSON STRONG-TIE(COMPANY,INC. sive is dispensed utilizing a standard caulking gut See Fog- nozzle is insetted to the bottom of the hole and the mixed stool plate is located on the back face of the wall at the end b Brrrk/mortar condition 4.4 Anchors In concrete and c air 4," 4637 CHABOT DRIVE.SUITE 200 ure t adhesive is injected into the hole to fill it approximately one- of the threaded rod of the through-bolted connection c Embedm oncrete masonry are lirn- Tigafd, UR 97281 em de th PLEASANTON,CALIFORNIA 64588 2 2 Desl n: hall full Threaded rods or deformed stool reinforcement dov- P itad W Installatior •,ricracked concrete and ma- fa 2.5.7 Installation:The anchors are installed In 1-inch-dram- son which is . or' ,,L, els,fres of oil,scale and rust,are pushed VT the bottom et thb 2.5.3.2 Contiguratlon A Anchors In Shear: ry t Ee concrete or mason 1.0 SUBJECT ry al,=; Tenant iTTlprovarment For JaitrFtsc>n Business Centel 2.2.1 Gurnarsl:Thoanchorcapacrtoesinthisreportareallow- hale with a slow,twisting notion,to ensure coverage of the star("154mmjholes drilledwltharotarydnllorrolaryi'iammQr 1 The allowable shear load for th 3 subjected to rnaxl. n 17U psi (1172 kPaj tensile SET,SET 1 1 azul SET-PAC Adhesive Anchor Systems able load values for use In allowable stress dastgn.Tha allow- threads or bar suAace with adheswe ur a mina e o the drill used In the rotation-only node using standard rotary dull a /4-inch-diameter (19 stress induced by external loads or deformations T_,RbY'•'12E•'�irE able load valuet'smust t>8 ad usted in ac:cordancal with FI ire bits designed for use In concrete or masonry. The hole is rum)threaded rod is 1,000 pounds(4480 N) The allow- ) , ! f1 adhesive must be level with the concrete surface after msec- atle shear loads for the No 5 and No.6 reinforcin dowel 2.0 DESCRIPTION 3 w'ion a,iLhors are installed in locations,where the concrete drilled perpendicular to the wall face,to a depth of 8 inches g 4.5 The anchors installed In unrein/orcnd buck wars p ECT FO �AT10N tam nature at the adhesive bond interface exceeds 110"F ton of the roil or bar Anchors must not be dtsturtad during (203 rum for Confi urations A and C The hole for the Confi bars are 750 ry': (3360 N and 1,000 ( 8p NUR911e1'Of$6�OI�dtlO: 2 PW 1 pounds 44 are limited to resisting seismic or wind forces o-tl 2.1 General- the gel time. Anchors null riot be loaded until the cure time ) g 9 N), respectively Y Address: 7910 5th' Dui X d Sprinklered: No (43-C) Bt j�92 Smthson Strong-Tie SET saner adhastveenchonng systenis has passed in acorn ,rice with Table 1 oration B anchor is at the angle and embedment described m 2 The allowable lead is a 4.6 An%;hor4 aro installed in substrates h's holes pro- Allowable loads for anchors subjected to combined shear Section 2 5 1 2,and Is ac hleved by usury a guxte Thal s hand- ppticabie only where m-place drilled with a ciirbide-Upped masonry drill bit Psrmit Number. 2.4 Installation in Hollow and Grout-Alled Concrete Ma- held or attached to tiie drill.The holes are cleaned with oil-free shoar tests indicate a minimum net mortar strength of 50 manufactured within, the range of the maximum Gtccupaelcy GrAup` '� Fire A��' iJO ore pos4onstalled,slud•lype adfTeswe anchors for u u1 inner- 'µ1 Rated Corridors: Yes mal-weight concrete•hollow and grout.filled concrete mason- and tension forces are determined using the following equa- sonry: compressed air and a nylon brush Ver 13:34 kPa). and minlmum drill-tip dimonsiona of ANSI tion ?he mixed adhesive is m erled into the screen tube until the 3 Ono lourth(25 percent of the anchors must be tested Gy 6212 15 1994 for the allowable values set forth m `'�,iT`,''' ' -u Type of Ca2nstruction: W� ry units,and unraonforced bnck walls under the UnAkni Build- 2.4.1 Hollow Concrete Mason Procedures for installin. 5 ) �Codo (UBC)and the international Budding Cade•(fBC) P. ry• 9 tube is coin letel full The tube is then laced a do the drilled a special ins C,, � - 1 SET adhesive anchann s Scams into follow concrete ma- p y P pecten using a cahbraled torque wrench.The this report. ri, Floor Area: 1 et FIiaclr- 5,152 Sq. Ft, The anchor systems consist of two-part epoxy adhesives P, V, g Y hole The threaded rod of Confi urations A and B.or the steel torque for the 3/ inch-diameter 19 mm threaded «y1 4 ^d used will)a throaaed steel rod or deformed stool reinforce• sonry are the same as those for installations on concrete,de- 9 1 ( ) 2 Flor�r - 1,704 SQ Ft. where ;cubed In Section 2 3,exec t as noted in this section sleeve of Configuration C, is slowly pushed Into the screen and the No 6 reinforcing dowel bar is 60 foot- 7 is p ovi inspection in accordance with Section 2 6 meal dowel For Installation in unreinforced bnck walls, a P (Section pounds(81 is rovidad for all anchor Instailatlons 2 4 1 A rota dn'I or rota hammer drill set on rotation-onl lube, forcing the adheswe through the s.reel) and into the N mi the torque for the No 5 reinforcing Bowel bar I$ P rd t3llildin Divi:cian has reviewed the submitted building plans for the se•Ren tube,steel sleeve and steel plate are also used The Pa = Applied service tension load ) ry ry Y fele The adheswe must ire cured at the tem erasures,and 5U fact-pounds 68 N ' m) nods Is used to drill the holes.Before use In holes,an initial P l 1.8 Calculations and oa!ails(umcluding the location of The City of Tiga � threaded steel rolls,ranging from 3/s inch through 1 inch(9 5 Pt = Service torsion load r Ofe On Structu(al Specialty Code, mm through 25.4 mm)in diameter,must conform to ASTM A amount of epoxy Is dispensed until the adheswe color is uni• for the time period,noted in Tab![;3 before load application Is ''•+ � ermltted to Colli r 2.8 Special Inspaetbn: anchors in concrete masonry construction,where 307.ASTM A 193.Grade B7,or ASTM F 593,Alloy Group 1, V4 = AAP ed service shear load form, and then the initial amount Is discarded The mixed son installation of the Confi oration n- Adhesive rich r applicable), showing compliance with this report, above rPferenred address in a%xOrdanre with the g ti P sura lion A or B anchors,and before conUn- 8>uliitjon. Tha Tans are appfOVed Subject t0 the following (term. adhesive is injected Into a screen tube until the tube is corn- g 9 C a chor Afterthe adhe- a o installations require special inspection In are submitted to the local building official for ap- (OSSC), 199 p Type 31)4,Condition CW DeformedSteei reinforcement duw- Vr = Se;vice shear load. pletely full The screen tube is then Inserted Into the predrilled sive of the Configuration C anchor has cured,standard rotary accordance with Section 1701 of the UBC and Section 1704 proval. els are No 4 through No 8,and must conform to ASTM A615, Anchors are rot permitted to be subjected to vibratory hole A threaded•od is inserted to the bottom of the epoxy- drill bits are used to drill a 5/s-inch-diameter(15 9 mm)hole of the IBC The special inspector must record strength and Grade 60 . loads,such as those encountered by supports for reciprocal- filled screen tube with a slow twisting motion,to ensure com- through the plastic plug in the end of the steel sleeve and com- age of base material, drill bit compliance with ANSI 4.9 Anchors are permitted to be used within fire•resis- plelely through the wall The /s-inch(15 9 mm)threaded rex+ 8212 15-1994, hole diameter• depth and cleanliness, hole tive cunstruction,provided the anchors resist wind 1, Third party inspeeti0ns are required for the installation of t�poXy anchors into Simpson Strong-Toa SE7,SET 1 7 and SET-•PAC adhesive uxJ engines,crane loads and nwvtng!Dads due to vehicles r s plate coaling of the rod.Anchors must net bo loaded until the xistin concrete b City approved third party testing agency. systoins have a shelf Ilse of two years whflrustored in a dry en- 2.2.2 Anchurs In Concrete:For insla:l�ions uriderthe UBC cure time has passed The screen tubes are 71 -inch-diame• is inserted through the hole and secured to the other side of locatio•, in concrete masonry construction, hole edge dos- or seismic loads only For use on fire-resistne e y •"� fTllttf3d Ona rc3ved forrt>s by the Electrical vtronmart at a storage temperature o1 ,0 F(21"C) The gel ,hall be sub pp and ISG,auctions in concroto era permitted for Iwo lead and tHr-by-31/2-mr..h-long (22 mm by b9 mm)wire r,mFish screen, lhP wall using the metal plate and a nut lance and spacing, Installation temperature,adhesive grad• construction,the anchors car also be permitted to 2) Lighting budget S ) and cure times recommended by Simpson Strang-Tie L;alm- dead load applications, and as pemull,4d by the tables lot tubes 2.5.3 Conditions of Acceptance: Conditions of accep• uct description,including product name,adhesive expiration be used to resist gravity loads, provided special t,�,', ! pany, Inc, are noted Ml Table 1 Wlnd load a hcations.For earth uake load a lications,an• date, adhrtsivo mixin consideration has been iven to fire ex osure con• ContraCtof. pP q PP lance for threaded rcxls and reinforcing dowel bars in unrein- g Prcxedure(SET•PAC); use of proper 9 p �' neh0rS Shall bye installed in accordance with attached 2.1.1 SET Adhesive:The SET adhesive Is packaged In dual chors in concrete are limited to use under the UBt;as per- 2.4.2 Grout-filled Concrete Masonry: Pre -es for nozzles,verification of properly mixed adhesive prior to injec- „ 3) $IfrlpSOn %aEit EpOXy a tnslalli the SE1 adheswe anchorin s %lain: � rout- forced bnck masonry are m accordance with Sections 2.5.3 1 ditions. side-by-side cartndgys In a 1 1 volume ratio of hardener to milled Gy the allowahlo load tables. AIIGwable tension and y y 9 lion of adhesive In anchor hole,anchors undisturbed durin ICBG ER-5219 evaluation report. resin The cartridges are used with a manl:dl ur pneumatically shear values for!hread•;d rods installer:in concrete are noted filled concrete masonry are the same as those for installation and 2.5.3 2, as apphcahfe g 4.1U Anchors are not permitted i o resist tension fortes activated toot, The adhesive is mixed by a static mixing in Tables 4,5,and 6 Allowable tension and shear values for in concrete,described in Section 2 3 2.5.3.1 Configurations B and C anchors In tension and gal time, rod type,grade, diameter• length and cleanliness, in overhead or wall Inatallatfens unless pro and venticahon of anchor mstallaton m accardanc[1 with Ilia sideration is iven to fire-ex Pevated ,.e" -,.,)mai:, araz.':•, ,;'i- s.<ie' nuzzle, supplied by Slmprwn Strong-Tie, as if it dispensed deformed steel reinforcing dowels n'concrete are noted in 2.5 Installation in Unrelnforced Brick Mason Wails. shear• manufacturer's published instructions and this report g Posure and elevated ry temperature condNione. 1 The maximum allowable tension load for the 22.5-dOgl ce 2.7 Identification: from the dual cartridges See Figure 1 Tables 7 and 8.Allowable bosses values for n eadin rods 2.5.1 General: The unreonforced bnck walls must have a bent threaded rod or the 5/8-inch-diameter (15 9 mm) 4.11 Anchors are not subjected to vibratory or shock installed m concrete toundatian stem walls i:rrs noted m Table minimum thickness of 13 inches(330 mm)(three wythes of through-bolt is 1,200 pounds(5376 N) Simpson Strong-Tie SET adhesive anchoring systems are loads,such as those encountered by supports for 2.1.2 SET 1.7 Adheslvs:Tha SET 1 7 adhesive is a low-vis- 9 u 7+j p cosily apex+'that contains the same active mgrodtonts as the bnck) T ha anchor ran be installed in three contiguraUons.as 2 The maximum allowable shear loads for rho 22 5 d nae idanUfied In the bold by labels on the carted es,beans Ili reciprocating engines or crane rails �„ If you have any questions regarding this review, lease contact me at (503) 36:9-4171 SET adheswe The r 1 I adheswe s packagt d in dual 2.2.3 Anchors In Hollow and Grout-filled Concrete Me. shown in Figure 2 and described in Sectir ns 2 5 1.1 through bent threaded rod and forthe 5/H-inch-diameter(15 5 mm) Simpson Strong-Tie name,the product name,the batch num- ';>, •1,ui` r,T , ext. 392. y a I stile b side carts s in a 1 1 volurTme retia of hardest r to sonry: Anchors in hollow and grout-filled concrete masonry 2.5.1 3 The ane;hors must ba approved by the design engi' through-boll are 1,000 pounds(4480 N and 750 un tier, and the evaluation re ( 1.12 Tha anchors are limited to interior use,except that ,'; resin, end is mixed by a static mixing nozzle suppled by are limited to use for live load,dead load and wind load ap- neer, and Installed under special ins ction (n accordance ) po ds port number ICBO ES ER-5279) Installation in concrete fn severe,moderate or tie °.I ^%' ' :.air s�+t.u.."t^+.,. ;!r used trsu the car- hcations Allowable tension and shear values for thraadod (3338 N),respectively. Screen tubes are(dent fied by a label on the containerf,,bear• g" •i,: �+';��a ,� �`�� Simpson Strong-Tie The epoxy os dispa p with UBC Section 1701 or IBC Section 1704 Mindmwn edge 3 The allowable to f nt ing the Simpson Strong-Tie name and address and the siz IigiGle exterior weathering locations, in accor- ' �' + '• tri e ism a hand held dual- atittr rtxt See Fi ire 1 ro& installed in hollow azul grout-tilled concrete masonry distance and s eels re wrements must be in accordance ad or Co Iyu+alien B and C anchors a dance with the weatherin indexes ma in ASTM C a ;T ', `� g g P y q suh)ected to a combined tension and shear load is deter- and quantity g P eV, y 2.1.3 SET-PAC:Tha SET-PAC adhesives slam consists of units are noted in Table 11 with Table 10 62 (UBC Standard 21-1), is permitted when stair- . ' ncerel y minx d by assuming a straight-line relationship between less steel threaded rods are installed. ;iF' �Y, g ^,: " a vmgle c artndye al adheswe having an inlern'i1 d wdeT Ilia' 2.2.4 Anchors in Unroinforrsd Sr!ek Masonry:AricllpH 2.5.1.1 Ctsnflguretion A: Configwaton A has a straight allowable tension and shear, using the equation inSec- 3.0 EVIDENCE SUBMITTED . 'l+;-,1 � enswes a 1 1 volume ratio of hardenerto resin 1 ho SET•PAC installed in existing unreinforced brick walls are permitted to threaded rud embedded 8 inches(203 mm Into the wall This lion 2 2.1. 4.13 The anchors aro ermitted to be installed in d i i I 1!q,I1 I ' ^ "° adheswe s mixed fox two minutes,with an electric dull ata resist short-team forces due to seismic and wind bads only ) Data in accordance with the ICBG ES Acceptance Cntena ft r P ry• s ,- ,t ahear"anchor Is designed fur use when the outside wall is 4 The allowable load is applicable only where in-place Adheswe Anchors m Concrete and FAasonry Elements damp or water-filled holes. f » r' f peed of 1000 rpm atter:hod la 11in sur lied mixir Allowable loads are noted In Sections'2 5 3 1 and 2 5 2 2 of Y / shoar tesla indicate a mirTimum n_I mortar strength of 5(1 (AC58), dated July 2000 (including seismic, tieeze-thaw, 4.14 Where the evaluation re ort does not lnclud h •�+: � C 7 � '''�°: i ..•----""""� mlrnmum s l P 19 inaccessible This anr,lor assembl consists of a 3/ -Inch-dl- a "'' rod,ism)full Ion ih.in arlci ail,strokes of the mixing rod Im• this raga t ameter(19 mm)Ail M A 3U7 3hroadeid rod or a No 5 or No psi(334 kPa) creep, dampness and water-tilled hole tests), and with the edition of any roferencdd standard,the applicable �, {., i t 9 is^+y ',•. --- ------ u reinforcing dowc,l bar,and a 132-inch-diameter-by-8-inch- 5 Five percent of the anchors resisting tension bads must ICBO FS Acceptance Crttena for Unreinforced Masonry An- edition of referenced standards are ass cifled in -p'k' ! Exarrr>iner E.Wmestim,rfriof/CiroJ,vw"A ,•k•r,Inc.,urrissued,ol,l,toprar•Idc•informationro("lass 4 membra,#!IRR/.uniftinglMrcodeupon whichthrreperf long(24 6 mm fy 203 mm)wire mesh screen tube be Tasted,with a mrnurum of tion tests required Where chors (AC60),dated January 1995. the code(UBC or IBC that is a Ucatrle Othe !, , k�'FTy c.Assail.6w/wdan rrlroNs an no ,strued at.rpt rsrnllHg•intbrar�t M att,v otAr.rtlrlburrs no[tp►cljlcd/v addrrssed no•u+on rndonrmrnf nr rrcommrn FT 1 PP spe- 2.5.1.2 Configu►atlon B: Configuration B consists of a the wall thickness vanes, al least one test must bii�er- cltic building project. n datww/er wit of Mr+nyJrn r-,.: 314-inch-dlarrxttar(19 mm)ASTM A ;07 lhroaded rod bent at formed on an anchor that has the toast embedment.Tests 4.0 FINDINGS ,.,'. r t ' ' rhi.t repori i.+hated nwar indrp "r odrrr tN•Ank-u[dart submitted A►'tM(Igp/kunt.T1Ie![art/.'wrluaNan.Sr .tint,Ise.,MrAnk a/ara/f Mat rrtJtwrd rbr a 22.5-do roe ai le and installed 13 inches 330 mm into the 4.15 The adhesives are produced at the Simpson 1 g ( ) must indicate that bolts can sustain a tensile load of 3,000 That the Simpson Strong•Tie SET,SET 1.7 and SET-PAC Str ail' I.! �a�'" ' . 1:4 11 .:. ar. it� t , • . k rr.rrr+n[handvwrohndaula.br rsuasrnejtJ[lbrlmmaArwnlndryrmdrnrvnrJkwtien.Tbrrriannwarnnpbyl(RnEia/r.rrlenServMr,/nr.,raprr,v wall,towithmlinch 25 mm maximum oflheoxtenorwall pounds(13440N)(10percentdeviation forafwe-minute adhesive anchors stems described in hi r ons-TieComparry, Inc.,4acitityinAddison, IlU- , Durham Rd,7800 11600 -im ied.v,founr"FindMe' n.n,•r.nMtrrporraro,mant•prodrrYcorrin/bYtherepom Thitdirr[dtwerin,lMies,butisnot[Imiridto,mercAaeraM/1p' 1 ( )( ) ) Y t s sport com• m with rn c •tlw: /'/ .. - surface. This confi uration Js desi, ned to resist tension and period. At i minimum,the test report must include ply with the 1997 Uniform Buildin Code"and the 20w in- sols,u der r quality control progrn ape n >"' '''� OUP7001-00397 ' ---•-- --- _______ -__- - g q 9 tions b CEL Consultin P.A-639 i ' Page i of 9 shear loads,and is used where the outside of the wall is ln3c- a. Test location(s) tematlonal Building Code,subject to the following con- y 9( ) 11,14' 1`; x';dry 1 of 52 ditions: This report Is subject to re-examination in two years. k t rA 4 1 r • "r+i y?�,i,a "" 13125 SW Nati Btvd., 119CF1 �, vii 41223(503)639.4171 TDD(503)6M 2772- ------ Gurtiam Rd.,7600 #boo 14 14'1 rk. ,,r.. , Durham Rd.,7800 #600 a , i 2 of 02 BUPZ001-00397 Durham Rd,7800 #600 I 3 of 52 ti ', ,f , M� J' 01.0039 ,r r ' t-11 7 ! '� 1 + } .:,.,.�,+ , �::: :. _.T. „T .,-.q.,. ,.n. +.t cw ,�.t.A, .,fie.. ,. , �.., ..,p� t«, ..�r.;R;,,Ta..,. .. - .,,,fir•., t 20 , ,, nm n,y... -enp�' ..,�.y.y.. ;� „ptMP•:wryn•n•ry,m ,,..i.• •,,,r,,,,... �,��s'/a .� ,,, •, �„ r ',I u' h,, - a •wv.":+y"'+�trn!9w+1'!+.�. I ,...rarrP�11�+rwv.1m. *'t,x llv . ^..•n.,"tr.»r�.. t,nnnn'r,,+ vw•,rs "n ,ngoft,w}�grJa'•M^IpMp ir.�..n... + •rR+"•„e 4 0fF 52 t/� _. ...' nt+,+rah...m' •rte SII 9 �: V O' ;v:/41'� 4, y f. e'r3 ,$ ' .- ;I 4asge A of 9 ER-SM Page 5 or 9 ER•52.79 P"n"r of 9 ER-5219 Page 7 of 9 , _ _ _ ER-5279 ,i d' F4•, • _ _ TABLE 1•--MANUFAGTUAsl1'f MCO NOHD CtNtIN10Trl�IB FOt)SET ADNfiSMS � TABLE 4-•-SET ADHESIVES(SET,SET 1.7,`SET•PAC)ALLOWABLE TENSION LOADS u dol TABLE K-ALLOWABLE.SItEAR LOAD APPLIED PARALLEL TO THE CONCRETE EDGr FOR SET ADHESIV S(SET,9ET 1.7,SET-PAG FOR TABLE 9--ALLOWABLE TENSION LOADS FOR THREADED ROD INSTALLED IN Vii) ' ' (ltT,11ET 1.7,trND s1!1r-lM4C)i - FOR'THREADED ROD INSTALLED IN NORMAL.-WEIGHT AGGREGATE CONCRETE-A .1 THREADED ROD INSTALLED IN NORMAL-WEIGHT AGGREGATE CONCRETEI,2.3 1 A CONCRETE FOUNDATION STEM WALL USING SIMPSON STRONG-TIE SET *it ---- --__ _�_- - - -------- - --�-- - ---- '--- -- -- - - -'-'- f4 t 2000 pal ADHESIV E I T PAC)t1,3 t ( tMlntl1a111R7 t+l sal ltMt'IoaiNW rHtrrtAL cues Rt•en1 BAND oN socio antwelim�► - MUD oN STI��;TRSrrOttN - E(S T, 2 U00 SE - ---_- -___--,._ .___--__-------___ -,-__-__--_._-_-._--•-------- MW ----- -- +° r 'tr•t. 80 _- 2 72 T►iigApso 1100 [ -_`.. IPuwid•1 I MINIMt1M CONC tD0!DISTANCEa aM[D ONlfmlEL STRSNOTHt __ _ -_ fc Pa Ib• -, --- _.._-_ ----------- a� / •2.0"itM F - N __ - - --- 1 co."tA _- MNIWUM EMBEDMENT -_..._._- -- 1 �,,. -- D_____-1_- DIA --..I tMMae) �r- -.I a•E.�Mi A rtr.G.7A C A ta71,IMMM a7 P rq all aa) MINIMUM MwIM) (H 11/ ___-.._..----- --_-.-_- �_._ -._.___._..__ __ -„ _ KWTE D NUO DIYLL aR OMtrYTIR DEPTH,I�. MINIMUM NN1LL MINIMUM Erx)E MNNAUM END TENrIOn ,\'?r" -- ��•••- --�•-- -- ----- 24 1�/ 475 175 •NILE HOED ROD DDIAME E'P FDEPTH., Mane•P,vaSal P• D's' Y ED6a 4.1 lT1AMETER(MMI 1") (toeitaal THICKNESS(Inches) DISTANCE Ilnehos) DISTANCE(ir,eliaal • ^- 1 r4 rpendleular to ONTANC! _ (Paenda) 1 )i, r 13 I 20 % 1/1• ---' 2,105 4,533 3,630 siAaIETER(inch) pnch) (inches) to Los/ Lard (Poundal A M.Ona C A In.Oracle U F M2(A 394 tel i! 31 _u -`-- --j -.-- --- hh44 _ -- - 31/2 2,350 2.310 I r - -y-- ---- i i, - -- --- ,s / I S 6 I 4 5 3.750 1, 00 I 16 - - --_ - > 4 4,. R : 1 ;4 2.1Is 1.02i 4.560 3,330 __. s 1 - _ - -8 - .1314 - -- f I 5 8 41111 • i; ___-____ _ 11/r 1,801 1,104 3/s 34 _ 1 5 In 11/4 2,215 1.025 6,320 5,220 For SI: I m:h 25 4 mm.5 ;. _. . pV s t u ---- Fa al:1'Y ♦(''P•)2►• /2 h• 31,10 8,080 6,470 .Pp -- --__ __--..----- ---- --- --- pound 4 45 N. - 14 4,423 4.600 For SI:I inch-25 4 mm.I pound 4 45 N.I psi 6 K9 it Pa i r, . Arh:Iiors waalla.earl Mel at Io11yM�uraa Ce11rr Mas 4"are Iirynrw_ilrc scope of flus wT,mi -___ -- ,, 1 RCtfUew•anowAhlc Icnsmm load%h., the reduction factors lir clew atal iem(icfanire i Figure 1),a%appbalhlc. p,, I Allowable hwd is:hc Icsecr of the albwahle load based on concrete cd Aistance arK1 the allowable load based on xtccl sura th a a ••.. ` ,.'nou"arc v.hr Y MAWAl/ol dwft tie Sal fim. 3 } 1/2 - t,b95--- 1,69 5 _ 2 R F(r shta't-Term Ioa.hng due to seismic f(mcs under the MIC ur,Sind forceS urxlef 111a•I Ili['tr IHC,t!a allow able loads may he Increased 111'1 p:rccnt , I!Ltj ewe Ldomw Now ter*w had!mr fettle��i1BriI after tic initial cure iiinc /4 /4 3 6.680 8,030 5,8 75 12,660 10,120 For short tum loading duc to acismmc fonc�under the U9(or wind fomos under the Uiii and IliC.the allowable Ind must be the lesser of the allowable mads based 'Allowohlc tension I(ads air basad on a witty factor o('4 0 5 ,, -� _ _ -_ ori concrete clig(c.distance inciraacd by 13 1 percent,and Ilk values listed In this table for allowahlc shear Ined based on sicel orength frr ASTM A 307 threaded r(KIa I y 'I... M' !3!r 3.664 3.161 incirmed by 111,i percent. ` 3/4 7/l 8,460 18.230 12,400 'Minunum comrrlc thickricss is I,5 h,. i f� -_ /4 _ 10,323 - 10,620 - _ 'Thc tabulated volues are fir anchnra installed in com'retc having the designattd aanpressive atvL•ngth a1 the umc of,mchor marallanon t 1 3/r 4,771 i,fl/ -- -- 'The allowable loads are based an a safety facer of 4 0 T/r 1 11,500 24,785 16,860 f'S1ac!strength values arc based on the equation. ";sow 7/4 12.290 13,720 1' 0.!7xFas:A r It/2 SA19 5.019 �- - a, whcrr. 1. 1 II/ 15,(125 12,180 Allowable shear load 1 uunds! ! 12,020 P TABLE 10 NSTALLE SPACING AND EDGE DISTANCES FOR V 9 13,013 16,251 Miminum s cried ultimate term in%free th of Ihrcaded nut, ,1 -_-__ _ ---- ____ -._-. _ __ _ - A f'n B P' ANCHORS INSTALLED IN UNREINFORCED BRICK MASONRY .., T.AdLE 2 --S`T IAOFB;EIVEa ttCTy!��T�f�.7 Aft rTa-.PyAC�)SrsAfaNG AND _.._.--.__--_.-_.- � Nomuml cines.%ec!!nnnl nrca of thirnded nx1 Isqusre inche%) -- ----------- _ __ - _ __ __ r' - EDOr a18TAWN IFaQVR+. Welshes) For til:I'rich 25 4 ml),I!xrond,.4 45 N,I PA- S,R9 Id's ANCHOR{COWOURAT10N MINNUM VERTICAL SPACING(M1C11N1 MMNIMUM HURItONTAL eMcieto I. .. I r/NMY1M t'Sat OWTAWA(WA n) i ;,.I _ ___ _ _._ _._ __.._- 1u4t MR11N0___._____,.� BOYt0a1� IA1t,••:.rk kwd n the"sw of lite allowable k)W booed(m limit strength(mcluc0ons applied as appiwahlc)and the itllowab-It Ind haled on steel sircnlih. A- IR _- is 24 )Reduce allowable•eennon Iris board on FKxid strerWh by the reduction factors fix cic%ntcd tempiowturn(Fipurr il,as applicable TABLE 7-•-ALL.OWASLE TENSION LOAD,rOR SET ADHESIVES(SET SET 1.7 SET-PAC)FOR ASTMA 915,GRADE 89,REINFORCING B IR 24 16 - - -__._ _� _ b PAthal. woke stl Cieloa4 t RpB a Dir '� '�' 3Allowsblc tend Iwed(m tKrK1 strength may he inMrfnlatal for cnrrrrM cnmprossivt strengths V,1 hchveen 2,Wn psi and 4,rxM)psi DOWEL3 IN8TALLED IN NORMAL•WEIOifT A00iEEGiiTfE C NCRETE •3.4.5 (' 18 18 21 11v1 oiflMlt ills 111.3 tisapa oM flier )Mills:ass eN.M tomeNa eller 1flialea •Fur shun-Irrm loading due to aeum:a tones under tM UHC or wim)I'nnta Qhdef ilio 119('and I9(',ilio allowahlc Ilards may Ix iltcrrasad 131a perc.cnt r - ----- rsAetD oil B EL -- - - - --- -- ---- -- -- -_._�__ _-_- Y_--• _.. �_� -__ _- _ -_- 4 p �t --- 31/7 5114 1 i/1 14 3114 13/4 1 I T oMtNaT1TN� For Sl: I irch-_5 4 mm _.._,.__._ ....._,._ ,_.r_.._._ ,_ �.�.1 -.._•,_ Minim•un concrete thicktmesa it 15 A._ MNWUMEMOROM , BAND ON MM WMNGTW (Mento) to-N aI 1 11/ 6I/ i3. 17 b I 21! sAncha s t R )RILL Sn DIAMFTFR DEPTH,N --- i '2 e e 1 ! ! pec inj and edge ditaame marl campy with TAhIe 2 Retim r allowable frnsi[m loads by the reduction fectors for edge distance and spuing(?able 3),as applira- (1-h•s) Iineh•a) F.•2.0"Pal r.•,$A*PW A Iia,Orada M ---- - , _._ i__, S _r 3 _7112 - II/t -- _ 71/' �_ 2112 bla N0.4 _.- 4i t -- 4.12U 4,380 --r o.8(Mi ,, _- -, _ 91xid meength valuci art haled on a aafrty fact(n of 4 0 NO,3 , 5 6,150 6,310 I ?.440 r4 6 6.114 jOT� I !4 27 101/r Isis aSteel etrenith vnhwi arc based(m the equillM No.6 ("4 9,595 10,125 10,560 �� 7 7 f4 iit it 1 !4 __ 3I I II11 3 it T 0 11 x F„-A Ns.7 1 7'.4 11.940 11.9411 14.400 K whore No.8 I s v 15,1SO 11.950 19,960 y _ .-. _�_- ^ -._ _.- r.1 8 9 134 !3! 16 111 411 T Anowshk tensum Iced - _-_-�_ _, ._-_---__ �- __�-.__-------�---- 2 t ( '�' , Fox S1: I Inch 25 4 nim, 1 Ix,und 4.45 N,I psi- 6 R9 Fpa TABLE 11--ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD :i - -' '- -"_ "- F" Ivtinknunt specified ultimare tensile strrngth of thrrmk,nxi(pit) i. , For Sit I herb 21:4 r11aL A NoimBul oma-neetiosial am of threaded nxl(rWiisre inches) IAllowahlc((rad a 1ba Irsarr of the allowably lead based on Mind xircngBl Irttlucmons xpphnl Ice apphcahk)and:hc sllnwnblc land M.srd on steel strength. INSTALLED fN HOLLOW AND GROUT•FILLED CONCKETE MASONRY .PAS ;L 'lleP Tolls I Ila law tr,fuakin that, . : 2 I USiNG SIMP80t. STRONG-TiE SET ADHESIVE(SET,SET 1.7,BE'T-PAC)t' •.ww4s.7,E VFMIMI Reduce allowable tenar(m(Dods hosed(n hand artrngth by the re(Ient,nn fartwa fix devatcd tempt nmrcs IFigurr 1).as apphcablc 3Allowahle kxKi limed on hood strength may be intemilated for cnnctrte compressive strengths(/,.1 betwern 2,(KX)psi and 4,(NM)p%i OROVIf44LLSe CM4-ANCH0111NSTALLF.O TNROIJON FACE SHELL -� -- -- - ---- - /ee,d4 4 • For short-feint loading due to seismic fezzes uiKlav the UBC or wind forces under the UBC and 19L',the silowmh.c keds may he in(rcaacd m1 ,nclLcnl rNREADED ROD ORAL pAMtTER IrNBaUM 1�IMIIT tDOE DIlTANCF ENO p Minimum conctcle thickness is I S A,. pMi) MM4 OtIr1s11AwM4) (Matfett !Ir1lAvO t TtNNON( MttAll(MeNM1 i DIAMETER_-_ - _-_ __ .- ,---'- -' - -- - --'-- wim) °Anchor sparing end edge distance must comply with Table 2 Rcdlr:c allowsblc icnsion Iowh by the reduction factors fir edge diatancc and spacing(Table 1),m applica• 1/2 3/a 41/4 12 123/1 1,2110 1,213 'Bond strength values arc hii,wd on a sofety factor of 4 0, 1/t 3/4 - S 4 43/R 1.3% - 1 1,970 _-- lim.eted strength vnhras etc hosed int multrydying the allowable tensile stress specified in UM'Section 1026.31(Appemdis A,Sectinn A.3.2,of ACI 111.99f by the OROUT•r1.L/D COU--ANCHOR WITALLED w CtLL OPfMtt7- TABLE b-ALLOWABLE N*AR LOAD FOR SET ADHESIVES((SET.SET 1,7 SET-P/�C) cines-wotimnt arra of the rrkar ----- - tR aMeeoai[ IM,ett") t - - t -y FOR TIIRtADED ROD cNMiilLI.ED'N NURMAI•tIVENGHT AgGREGAF E CONGiRETE •9) �>>�R") duLlllnt�M[T DG(!1�iNCt NO DNTMIIIC[ 1�1111� 1��(��1 ^ (inaMa M LOMItNE M 110119C]._AL�ILt Fez 2.Otlti pet - - - - ----- --- --- ---_- - - - -- � I �- d1 -_.___-_- -.__----- ---___._-- _-----__--.--__---, . ---.-.__.-_____.-----------_------- TABLE 8-MLLOWABLE SHEAR LOAD FOR SET ADHESIVES SET,SET 1J,SET-PAC ,a 3 4 S 3 11r __.__.--_ ., _. .,._... _ .___ **1111DONcomcRETg EDGE ( 1 . 2 2.510 1,903 TtelaearlMc � _""__ _.-. .__- la(�A KWIOe' -._.__ 01aTANCK, . SASEDONETtRLeTRENOTTW FOR ASTM A 815,GRADE 60.REINFORCING DOWELS INSTALLED IN NORMAL-WEIGHT AGGREGATE CONCRETEI,L3,4 - -' o+ouT4raturopNl-�!ICNoiliNttALLtoeiNOPftowrALMORTAR wMT4 IM-%%) (Po"ol ppl��rftt --. --.. . .. .- •-__ __----._- --------._.--- .._........._ '._._. -__. ._...,___.._..._ ' '.. ___.-.._111' _..._-_.._ OAI a - fl elrlrti?StR Nee t" Ar w. A tt►.4mb c A tai ftub e7 F 1157(A 2414$81 -----_._____._.-- --_-------_-__... - --_-_.-_._.-.- � _.._.-- _ -- _ TttAADE1Dt1ROO DRILL DIAMETER ANCHOR eJ1BEDMFTr MM M,ANCt -_ -. _ _,-- -_ __._..- .. _.-- __ 0 2 ' eASlD ON• (M,eti) 1•iNi•a) (Maitaa) TlMM,!t b•imdr l BIIlM 1 _. �' _ _._4!' __� A" ___- w____.-. ~ -_!g'.-. 3fr T1s 342 1.113 510 1.013 2,340 1,870 j pM� PAOMOONCouccla seatst7te. "ca I'Ato, -I �t P (P""K!" I rat 0.K• _ 10D 0,40s I On 100 set,FeK•AFIM T I!2 4h6 4114 2,716 550 1.930 4,IbO ),130 DRILL err D"IfrFR -- - 1/I s i, __.�._..... .......,.•._.._..___.. ._ _` - ._--._. -_.._._,_.____.__._________ _.....- ---_.L..__.__,.-_- S T s otum tOI (Malls) -. �_ to 9Ka• Aa E.araMSS i/ /e 4 4,175 140 1,02$ 6,520 5220 A _- -- - __ I 314 451 t6 1;90 I.RAt) FwW!I"-,25.4Mall. I// '/4 J/4 6,110 010 4,360 9.390 6,385 --NO.4 ala 41/4 3,790 955 3,06,3 - -- __ 1TiHt 4sM11 rt:tacNlri t11UttAi(a Ills tYGla IMa apFitiab111 b epuw(hle Mrdl e/TItMw 4 tkattp{b A. 7f! 1 73,!4 f,i I; �'1� 3,923 12,770 1.685 No.5 l" s 6.060 1,293 4.740 ----- HOLLOte trace(SCASeN nM RWAMM►•-AKIM MWMLIO THR000H MOLE FACE OWLL 3M1Atpla nrolMiHe 11oeeMo 1fF atattt ewe elk sMreltO eT ttt1X!areollR era glelill-1 sei"twaly MM"WhigMmth 1 11 rR 9 :'.313 t,7t0 1,740 16,6tR1 11,343 No.6 '!s I 6114 8.300 L305 6,730 �(g�A o Roo- oRtLL tilAMtTtit - toot tMaTANet njO pN�t -_-__.-- -- "ixirl+/�YIeEi[Ib Atoleel+tit e&,.0 mi 11,,l to tlo"it O�#Aiifeow Ifstiniaa t"tieal anti W ieiRnan Iha1'M nI 11 NOW i .-__._.._ -_ � (Nlaara - __ _ I__- __. ___._ -___.. __------_-__ No.7 I 7314 11.753 1.60 t 9,1 RQ DItIMtTEtR(MiMI MNM q•Meol ) TlNSION IMenM; lMItM +1M4rdlae'p. Fa illi I Inch-25 4 mm.I ptwTM^4.45 N,I psi-6.19 We. No I 11,$ 9 13,321 1,8' 12,085 I OWANO) k,rtel trd1111WAat Olieaas OF trdl1 lotri'ie b66 ori4pWA1IMEIMeoK brtwma the tv4A$cW waa5 minitmae slloole0 de li M,D1r- 101Mteer kitarhltlellee. ---__----- 1-- --- -_ ._-- -- - -- - - _ _ 1 IAlbwoble Mad 6 Oui lens of die I Ikswabk%W band at atse9ele itipe t M�nce olid doe elbmelik Inad Meal e»fs steal weeath _.-__--- - _ ---__-. _,-_--. 5/ T. 4 497 173 SIO 9M111oo 1w i�A*HMraeall IlRrettl a'itiatey Marg Ili 11/!. Fox 81: !!rn h 21 4 mm,I pound J 45 N,1 psi a R9 kPa __._-! ' _ _ _.._ ! - oA lIullaF et f5.i3 a Rio 1 flied 1/ -lee it411S1;1tkCr 9tt4riod riid,tttabers rxt No )ae/4 mbar itctelrvss, xFa akrMt term Madin4 due to Wiwi:1b�iHrH:kr Nie lt9i,'M wind fp1l e o tmekr lbs Ufll"ltd Mt,tt C allow slink load moat lit fife la^aer of the alkiwsble limn/lisatd I A1lnweble Iced is the lesser of ilia nikiwoble t:•4ri haserl no eoncreic ad a diatancc null ilio allm..v)+le Ind isiscd I n s a l siren h S �N 2 ON ocomt.�4,4 4irslrm frNnaw,by 33'%3 pe[ce►R,and the vaiBos IN al in this tahle fhr olbwebic shear Mad Mad on poet strength for ASTM A 107 thrtnled nAi; R 6t F'tr lGI:I inch-23.4 mm,I ptxtnd iAS N,I psi 6(D kPa ''flier Meelit/t a[iblftled to slim kielL ors*111m,1ile*-kW%Mnw An incite a Rthwatem aye dkNeaoe,Grp,. im mmed by I I I Ii�.n 2For tlfKtrt-tr m ktoding dw to seismic lVxm under the 11N1:m wind frnm under the I Illi'amt IW.the ellmveble loads in the talk are permuted P,i nes imum incrrase IThmaded rode Rmto comply with ASTM A 307. of 3 ant 3AP61ftt spring MO ra►iP19'bilk Tltbie 2. 3 'Voiues for 6-and A-inch-wide(hsdc N,Type 11,Iight%46#ht,irxahunl-weight.or normal-wtr11M tx+tterxle RWtN1ry 060@&lmft b UPC SYgdMl21.1 or ASTM Omit irNem iraxrt-te Nticksirn is LS . 'Anclxir s(Kaving must cott�ly with TLble 2. C 9n.If rhe mawnry unit,are ggrouted,they err to iK full y tirmar-d with conm tit mn havrnQ a minimum compret41N of aril with 119(' sAE srrAM ler is int rtelNea aiadld iP 4Ueor raiAt edea Aistarxw hrtws err criHrat end rndnirntittt ttisy he nittaittrd by linear intettNtlmi(n ;Minimten cmtcrete thirltnea is I.'i Aso. SOLnimt 2103 4 or Ik Stir i(m 7103 10.Moriat mull he Ty, S prepared in accordance with 9ectirni 21 ut 1 of thr 1.111CMt1 aRoMMd 21-I3.a IB .ins 2101 7 Allowable kisdi,rut ancMre k irl d in shdu with a igr dittanees lv-twern critical mid minimum mnv hr nMipmA b�linear interixwlatinn TTTe specified comprcstive strength of maanmy,f.,.at.1 days must he a minimum or 2,(MR)psi e1Ua lobulated,rattles aw lit abohm Inrlawd ih cams-having the.dt•sigfisad a miprcttive thengtb Kt the time of anchrit insinllation. 6ne tahulmed values arc fhr snchrin metalled in cofirmtr hm•ing the(hstsatsted rnn,pressive rtrenp h at:fie ti,nr it anch(r insts,latrrn, 'Embedment de(xh is measured fi,tm rhe(xitsWe Price of cls^concrete mss(mne,Mist(at insullawmit thmugh s face%hell 7Pef1Nenm Wok 2 far rt,.;tela,I!13/4 Iselin,C"&is Ia Tahle 2,41st, 7RcfetrneC Tlilsk 2 for ct.:QKf.is 1114 incises 4AneMm arc n(s used to resist seismic forces.Allowable loads arc nM prrmiwl,fr he inermted for chert tens loads din-in Mid roars sThe Ok w*%koh ass lineal an o tler�ty(haler of 4.0 'The allow,rbtr Mode so betted m a urety fbchsr of 4.n 'Reduce allowable bads by the reduction tecuxe 6u elevated tempersmtrs I ripire 51,as applirable „... , : . . _6. '91sa1 itarvillM valises a(baud illi Ms of i if 1 : Steel stroltdt whin afCFbomil nR Me equation ASF 1 1 7 n m,t frit use m hnliew ckmrrete nisitmry units wih•n norms!uhr r.requited V - OITK •4x - 0.17x xA - i - a Allowable loadi arc hA-xd on a as Roy fAclor of. til The tmh,lited sllowshle Inds mat,he increased by 25 perce••t io•main latlnnt imder the l ti( • _.•_, _ V . AfleiNeble*** ) wilds.V � AjkiwoMo alllef IDBd( tilaida). 'Anchors inial ter%priced s mmitnum thmeme of four timet Mc siwimir emhedmcnt Sa SetI1t1NI of lhn*6d rad 1p"). 10 s AlinimBm FpeClflal ultimate tension strcnjpll ol'tebd Ipai) "Antuna mini he installed in the Mrirorttal mortar joint and into the(pnuied cell of ilio rnnLrrK maaenry imus 11te tltaar I(uvi must fr 4ppl,nl Ir fife o icMr perpembcular A ate+ ntd(sq,mm i"dws). A Nominal am -w-tkvwl ww of rebar lsgitare imtmrsl- so Me plarx of fix:horirnntal nmritr front. r Durham Durham Rd.7000 ' 11 e1°"'uPMO14o"ice eUP2 M4039'r SUP2001.00"? 8 of Ili a of 62 7 of a 0 of 62 . �.„ �.,,��. • t' +m•1+te►tK Mailr r.. ,•w _._ .._.._ ..__.._....._._,.-- ., - ., w-+n, rr•-._•re•'efrx,w.rn,-• M.•tM,•,a'a - �•a•� r. Sa••!:M,. ,- '- •,•+•1'ygp••- .t �" 'mP' +Yat4+Mrfs"trNMa• �xr'+aaF'fmlm AS!•'IaMli 7�aT .. y. ','"'SYm .Fe .. x ,'s>"n,t. wea`K: ,rsRmQmrmou. ...-, +nP; "' ?m. �,.,.,' ! -. "-.-..,.....•m•...---•• -•-•--w -..,w•-, .ac•...,.�urs•>• •-*ca•, a•,A:r mr ,r+n►:R�1w..•....,..ti.- ,•uw;�:,al '. '1rAmlo' #liW3UaTw 1'4° .,, ",,. Me ""..2,,.;u r i r.. nF t"a !m e. 4t" W11N11�1 'Y! " i i ! Inn 'rr; a a0w.-'.k0;' mon t.• "r'' 4 yry ,, illi, LU. Ilkl J..1►.111 611,-1111 aI11 11 i flit lt,i !(fl'jl f dl 1111 1111 !til ! i I' r , �,h'✓��bNLilkllf)iliti t I I } lit.tll ri.1 iLFi ,M,lilr►) , 1 t,11111) !) ;i l 116 Ili 6 tt 1111 li,t 1111 IIt! IVI! lilt !fat !il illi Il! 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'9 IYRYdla7v £ "ie'77.ii. "C+:Y eugt�rr^ nl+sua _0# iwyayy n',: tt.e ! `Arx:t, ,::, .•.rcre*U : ER-5278 ER-5279 PaQs f1 of 9 --- --__ • . 1 6k'JNico1i Engineering, Inc. PO Box 23784 Tigard, Oregon 97281 Phone (503) 620--2086 Fax (503) 684-306 Project: Date: Page S ®� ®- q, I CONFIGURATION A CONFIGURATION C DESIGN CRITERIA STRUCTURAL CALC:ULA '� •� A. Governin.r; Codes: tm t - ®�® 1- Uniform Building Code (UBC) 1997 (Oregon Amendments) • JACKSON BUSINESS CENTER 2. UBC Standards 1997 �® TENANT IMPROVEMENTS 3. American Concrete Institute (ACI) 318R-89 7910 SW DURHAM ROAD 4. American Institute of Steel Construction (AISC), Allowable Stress - - Design (ASD) TIGARD, OREGON 5. American Institute of Steel Construction (AISC), Load and CONFIGURATION B Resistance Factor Design, Edition Il CJ • TENANT: 6. American Institute of Timber Construction (AITC) :xo -� : k ;�� -, �B .fig ' JTZ 'rQ � X1 lur SI: + i.,h _)4our McLOUGHLIN AND EARDLEY CORPORATION ; 7. Concrete Masonry Association (CMA) C pQ> Rp " � e ��r ais " $r�fj SIRENNET.COM 8. National Design. Specification for Wood Construction, 1991 Edition i tsI , "FIGURE 2-4N8TALLATION CONFIGURATIONS C3 cif if )sill )IF B. Desi jCn Loads: `1' 1. Seismic 'Lone !!) � - '�1 PRO\f�/ 2. Ground Snow Load = -- p.s.f. rvaG1N�F9 O� a. Roof Snow Load = y p.s.f. I 1 3. Wind Speed = __�-- m.p.h. --_ - 1 4. Exposure "_ - �._N1� i,C1 C. Soil Design Values: 120 Ion ,tle�llte ,Dox 1110- ' K� Reference: +-+ 100 _ 2 U 1. Allowable Soil bearing pressure; D.L.+L.L.=_.� PSF so per � 70 2. Coefficient8oo lfrictiono. 9(oil to concrete) _ >~ - �' 60 wx _ 3. Active equivalent fluid pressure= PCF (backfill)-- CL backfill) _ i CL _1 - _ 4. Active equivalent fluid pressure=- PCF (backfill)_ Ott 20 _ - 5. Passive pressures PSF (Max=_ YSI''j -- 10 ___ - CLIENT : t4YP htEtlG4Wl- 01 011, 0 '0 40 e0 e0 100 19Q 140 160 1 S0 200 JOB NO.: 010 710 , Durham Rd.,7800 #600 Concrete Tcnrperalure(Doors.°F) PREPARED BY SET SUP2001-00397 4)� FIkjURE 3--LOAD CAPACITY BASED ON IN-SERVICE TEMPERATURE CHECKED BY : ENK 11 of 52 DATE : 10.11.01 PAGE i OF Z8 Durharn Rd.,7800 #600 Durham Rd.:7800 M800 BUP2001-00397 T)urham RC.,7800 M600 BUP2001--00397 BUP2001-00397 10 of 62 12 of 52 9 of 62 •, r•T.. r.._.,,ww.«^.r.rc-gra*n**pr**`+w.n�^-_'oww!^T1�nAr+ro=_ .... .+Mlr!.INMI1". " Floor Joists-T 1 . ` Y Floor Joists - Type'1_ � Floor Joists-Type 3 01101JEC`T' _____-` ____� DATE: - PAGE:_-- TJ B••Tt- Y5.55 Serial Number 700M;z61 W! T ilOiL65 JOIST @ 24.0O/C 7It1.an• �5 ys se+nl r4axntxr roo,nz�•, �^�r•��• W 14" TJI®/1-65 JOIST @ 16.0" o/c TJ-Bewn- Y555 SenalN .700,02261 14" TJI®/L65 JOIST @ 24.0" o/c BEAMUSA sunt 6112/01 11 31 Vi AM .MSA 1001 W12101 11 4J 28 AM •BEAMUSA too, 10iV01 4 32 50 PM .... - - N •.. r WRTICAL LOADS V•yw t or t Auld(D 148 'pape 1 of t BlR Code T THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 or z &MCode 14a P . ,. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � THIS PRODUCT MEETS OR EXCEEDS rHE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension a 18'6" ROOF PSF Roofing ______ __� _ _ _ ___ ��•�•••� Plywood 11 12! 211 -- - 11 2 21• 4'S" t4' Proaducl Diagram Is Conceptus!. Product Diagram Is Conceptual. Product Diagram Is Conceptual. Fra:mir'.g ---__ Lid. LOADS; LOADS; Analysis for Joist Member Supporting FLOOR-COMA Application Loads f)' 50 Live al 100%duration; 15 Dead;20 Parti inn Ys pprxt+>d RP 1ps _,-,._,�-• ___-,•- - Analysis for,►Dist Member Supporting FLOUR-COM.Application Loads(psf► 50 Live al 10094 dw-Ation; 15 Dead;20 Partition Analysis for Joist Member Supporting FLOOR COM.Application Loads(psf): 50 Live at 100%duration, 15 Dead,20 Partition Insulation INPUT BEARING REACTIONS(lbs ) $_0P.� 31- INPUT BEADING REACrions(ibs.) SUPPORTS: INPUT BEARING REACTIONS(lbs) WIDTH LENGTH I-IVE/DEAD/TOT PLY DEPTH DFTAII OTHER WIDTH LENGTH L.IVEIDEAO/T(1T. PLY DEPTH DETAIL OTHER WIDTH LENGTH LIVE/DEAD/TOT PLY DEPTH DETAIL OTHER 1 Beam 3 50" 3.5' 925/647/1572 1 14.0" TJIQ9 Block rn Panel Gypsum fat) -__ F � _ 2 2x4 N.ud Wall 350" 3.5" 925/647/1572 1 14 0" TJK0 Bkx*ir,g Panel 1 Beam 3.50" 1.75" 097/488!1105 1 14.0' 1.75"TJ101)Film t Beam ,.125` 5.125" 1232/662 12095 1 14.0" TJW Blocking Panel _ .-_,- - 2 Glulam,HT 3.50' Hanger 703/492!1195 1 14.0' 2 2x4 Stud Wall 3.50" 3.5` 7001433 i 1132 1 14.0" T,II�Blocking Panel Mite: QP.1�! Si st 1 c t Q . .: • ". ON GONTftOL.S: HANGERS:. Simpson rhng-Te •cmnec�� SIGN GONTRO� -___- _ - --- -- ``• w MAXIMUM DESIGN CONTROL CONTROL LOCATION REVERSE T F TF MAXIMUM DESIGN CON- ROL CONTROL. LOCATION 1537 1523 2125 Passed(72%) Lt and Span 1 under Flax bariing Total d ad PSF _ - . --_ � Reaction(lb) 1537 1537 1685 Passed(82%) Bearing 1 '.order Floor kaadi MODEL SLOPE SKEW FLANGES OFFSET SLOPE Shear(lb) 1293 1144 2125 Passt:xl(G4%) LL enrol Span 1 under Floor loading ��- - -- `• PSF ) rig Right Top ITT314• No N/A No 0 Reaction(lb) 2095 2095 3351 Passed(63%) Bearing 1 under Flax boding PSF - `! _ P8F Manent(tt-Ib) 6949 6949 7961 Passed(87%) MID Span I under Flax loading '•loment(ft-lb) 3539 3539 7961 Passed(44%) MID Span 1 under Floor ALTERNATE span loading To - Live Don.(in) 0.364 0.400 Passed(tJ614) MID Spon 1 under Floor loading Nalling. Right L;i 1314•)-Face: 2-N10,Tap:A-N 10,Member"2-N10 Live Defl(in) 0 125 0 339 Passed(Ll999+) MID Span 1 under Floor ALTERNATE span Loading Total Defl.(in) 0.601 0.904 Passed(L/361) MID Span 1 under Floor boding ? Total Pj OR PSF TJ-Pfv Roiling 47 45 Passer! Span 1 QIU% GONTRO��; TJ-Pro©Rating 11 158 U Any Passed Spar, Spa Soan 1 under Floor ALTERNATE span loading -' -_-' _- - ; Apoty,�moment was Increased for repetitive member usNp MAXIMUM DESIGN CONTROL CONTROL. LOCATION Allowable moment was increased for repetitive member usage Plyti4•tlC1d '- �T �.�- Deflection Criteria: STANDARD(LL 0.4", TL:U2.40) Stwar(lh) 1162 1162 2125 Possed(55%) Rt.end Span Uundor Floor loading -��-"""""--•'----- �-•- j; - Deflection Conaria:STANDARD(LL:U480, TL:U240►. 4 Defection analysis is based on composite action with single Myer of the appropriate,"n•rated,GLI)ED A NAILED wood decking. Reaction(lb) 1162 1162 1390 Passed(84%) Bearing 1 under Floor loading Deflection analysis is Lased on com�sito action with single layer of the apprvpnale span-rated,GLUED A NAILED wood decking I^rarr►ing j ,, ' 8nv*g(Lu):AN ciTripressbn edges(top and bottom)must be braced at 2'8"ac unless detailed oK'tenwiais. Proper attachment and Mcxnemt(tt-!h) 59!54 5954 7961 Passed(75%) MID Span 1 under Fkxx boding - �� -- k: Bradrg(Lu) All compression r+cfges(top and boJtitxn)mull be traced of 2'8*tJlc wdPss detailed otherwise Proper attachment and ,* positioning d labral bracing Is requited to achieve member stability. Live Dafl.(In) 0.390 0.410 Passed(LJ630) MID Span 1 under Floor loading positioning of lateral braving is required to achieve member stability Co�•,,�� ny for standard nom-residential fbom have how considered Total Defl.(in) 0.663 1.025 Passed(L/371) MID Span 1 under Floor loading The load c ncIr5ons considered in this design induct^A"w"iste member inadmp TJ-Pro Rating 45 45 Passed Span 1 Insulation _ _- _ � -- TJ-PM MTINO 3=1111 -Allowablo moment wns increased for repetitiwr member usage. Concentrated load requirements for standard non-resk'snNAI fktors have been ccrosidereri The TJ-Pro(USA)Rating System value provklen additional floor performance information and is based on a Glued A Nailer! R Ilyw� Deflection Criteria:LTANDARD 1.1-:L/600,TL U240 Gyptz DU ^�� rr ( ) �-Pro'" RATING SYSTEM deWcknp The cAfNrvpktp span is supported by tneame. Additional cxxrekleratfoms hJr this rating IrldtJde:(eltirtg-None. A structural Deflection analysis is based on comp:reNe action with single layer of the appropriate span•rated,GL LIED A NAILED wood ofed king. The T,1-Pro(USA)Rating System value provides additional floor performance information and is based on a Glued 8 Nailed 1 OSB decking _ -- --- analy ft of the doi*has root been performed by the program. Bracing(Lu) All compression edges('rip and ltonom)must be traced at 2'6"o/c unless detailed otherwise. Proper attachmerrt And The controlling span is supported by beams. Additional considerations for this rating includes Ceiling Norte. A structural analysis of the IVIIltc - . _ __ _ �T positioning of Lateral tracing Is requirNrl to aciTieve member stability. der:k has not been performed by the program. ul Concentrated ka+d requirements kir staotdard non-residstntial floors have been considered. -PAPORTANTI 11M anegds presented is output from sof"re developed by Tints Joist(Ti). TJ warrants the sizing of Idl products by this t A2LM'1Qf I NOTEg: �� • `•Psi ___ aftooms will be s0u7 m"plMhsd M accordance with TJ product design criteria and orale accepted drAign values. The sper>16c product 7J-ProTM.)�f $Y SEM IMPORTANT! TtvJ analysiq presented is oufpuA from srdtware devak►ped my Ttus,ir>ast(TJ) TJ warrants the sizing o/its pro ducts by alis - PSS prtwided it*software user. This a hes nctt been reviewed b r, ! )< appikadnn,kaput ofe.lpn loads,and stated dtrrtenakNns have been by Jtput Y The TJ-Pro(USA)Rating System value prrnrides additional fkxx performance information Aril Is based on a Glued A Nailed 23/32 OSB software will be acoamnlished In accordance with TJ product design criteria and code accepted design values The specific product � �` - --__ PSR s TJ Associate. decking. 'the controlling span is supported by Weems. AddlQional cnrasideratk)ns fix IhLs reNrtg include:Ceiling-Nox+e. A stnictunal applicsrtlon,input desig,t loads,aril stated dlmenskxs haus been provided by the software user. This output has not been revieirred by Not M products sfs nwdNy avaikeble. Check with your supplier cx TJ technics!relxeeaitbthn,for prodtx t aveitebki Y• analysts of the deck has riot been performed by the program a TJ Associate ' oT ��"�� ""'"""�`^"'�'^""'•" -�- -THK ANALYSO FOR TRUE"ST PRODUCTS ONLYI PRODUCT SUBSTiTUrm voiDs THis ANALYSIS. Not all prcdtxts are readily available Check with your supplier a TJ technical representative for product availability Areerabta Slftra was used fox CQJe NER A ring the TJ Commercial educt Honed above. Design rrtatttorlrJlogyY Pin THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS S G'+�A7 , L i ,+ ^ • \ �F i , �� l�i r ick r r �ar, 1 tldj'in�r -� Alknwabie Stress Design rTlelfxidoktgy was used for Code NER analyzing the T,)(,cxr►rrre+*aai Product Noted above t s 4 f e � r r. h 1. ��y�+ r , �. SlAide ..•...-_,.._._....«._ ..�....,...,. "_.L.AG:.._ _...._� C' r'. L9tt C.tHNrtnang n1A%fegUlrQ tXltt(Mn chord lXaCing. t 4 r i , " � t '.naulatio: Vitof f 1 �.i Is_fl R INfrORilAT10N OPERATOR INF RM 7101; fitri' t t Gypsum RD Hs Ion No.010710 Nicoll Etpineerinli.Inc PROJECT I��TL�! OPERATOR INFORMATION: _ .._ ._.. _ rloa No.Of09t0 tMoo1 Inc. Engklesfbq, Jor•keon Business Center Shawn TiJrrenntlne Jab No 010Y10 Nicoll Engineering,Inc Jsoitow SuNlinan Center Shorn Ttatanikle Tenant Improvernents 9025 SW Center Strael Jackson Busimm Center Shrwn Turrentine „.,....�.,..,....-.............r.........,..,�..�.....,.�+.,..r--..ter-.,.. !ottani Imprpnretlteftle 11025 SW Cl�lNer ttreet Tigard.OR 97223 Tenant Improvements 9r25 SW Center Street Tlpsrd,OR 97223 503-620-2086 Tigard,OR 97223 ��.,,,ii wj on-Im200!! 503-684-3636 503-620-2086 -t :___- " 7f!'!4 �i "p 503-684-9S.hS ti T� �1« "!03.684-3936 ,[ er>www. :}-PPO'w'Md 1 J v,wAm'•"m!Mide+nMflt!W Tnrs.reTiM 14I rVW,Alm�•.,q�"P;p.C'n tT loan!!� ill" Ot Sinop ,S"M.TIO Con"rry.Inr. iJMI�s soon d vpdonwk oftrdanwA3 O1 rr J 2(M Tow joW,s wa�MnK•mer Braune.. TJ-Pm'-are r i Roam—ant koft"wes to TrA Job TJMP M aAMMMIe of TewaJrfMt. x n Ito ripe to a r"Vewd Moft Ww d Tnra-Wst _ Ogq+tMll•1iWp M Trus JeMt,o wgaAtpelgr r c YM aPrrkMs traeserantl _ + �0 rlimM Rd.,7 Ca+neaaonrv.t I two MIrtMM�f Dv 8b0 app , , . , i Bt)p9 0tiJ9T is of a loop u r 4 :�+','✓<' � 14 eft S? ,,. .. -r-.•r,r. .r __- .,.._......,.. .._..",.......w:,r,.,,•r...., ., _-. -..G _ .t.rr•m,,.awa.n.rn..p,-. _-....�-_...._., .. ., .,...r :.`�r,,rsS• Xa'S. :.la'.iMfXtiC ,- "Ni � �t�r 11 (r Int! 111 h Ilii ( I ifl lit? !'illi !ilii If;'?iii 1111 I I ,1 11 i It i't �•:ai• � �1 c,1til 1 I 1 1 t ' �. 1!!f!' 1�It l�t Ifyl i t ,1-11-1111 I I !i!I�I'Iiiiil Iii )t,t,t.l7. 111 ii II �U 1 f I ill!I. I�titi i!illlill !if ({illjlllfjlli� idll,llll . a { 1 f I IR lel f4 ( t� 1� 16 iO Sd'O 21 $3& >xd! 7i )� Q7 w�R RO 3t3 _ 0 ti r e 1 , T n�ryp 1, - ,+11r 1 .. • ,♦.-.,_,i C.,..f: .i....` ,. .I tl:, .ry+"k,.a:.u.'".'1 .,.,•,e.,.i .,, ..:rA..y4., .,. .. t .., .: ,iWf..'• .t �'nl,. -n.. .rJ..5'. .'�4.`",....r, - v �.d. ,y, S -4pRL.i ; t t , r :, yy I > t f , , r , - •1 - 0`,a ' �C * �,"r7r�i7#'1't::th�,;:LIZ:'(,itp'�`,1'..�n17'�':el.�ei�".�' vlp �r ;•,sk,alt�.w:trrs is '-t... x •- Y.. -- '. ::u,ria,iG.�'1r6`iwe..i3,:...:11e...J,.v.. ..._.ral,aas.ani.1L.+-eY..�L;•suli.dlM4l..ptY.i.1-..,a r,w..p'..• •.ri��f;`,ni.�,.,�.:. t ..: ;.k ,. Floor Jwst ,-Type 4 FB2 �et 7001una1 9.3" 'IrJMB11ProTM-130 JOIST (� 16.0" O/c ---- -- --- --' d y ,� T, t • 4� a«wd COMPANY PROJECT �J�earn'- v656 SerWNumb,w Tca,rJ?Si, 3.5 x 14 Parallam® PSL Commercial Beam ------ !3E/MAtrsa ,00, 11i14AU r ;2 OG 4 A PM - --- Mayr,d, euro Cau. i4a Nboli Eng~n•arktp,Inc. Job No.010`1710 BEAMUSA ,111 iW"I 4 1 150 PM COMPANY PROJECT ----^�---THIS PRODUCT MEETS On EXCEEDS THE SET DESIGN CONWILS FOR THE APPLICATION ANU LOADS LISTFD �OO�`^/or'kC� PO Brno 29764 Jackson Bu•Mroas Qwdr TI pive I`f t &Ar�O 148 ��O�Works® V v i s T-,prnd.Oregon 97281 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -ISop.12.2001 12:0552 FB-1.wwb ---- - Design Check Calculation Sheet Nov �'•�1 10:24:23 Beam1 - ��j•3 �W-- _ _ Design Check Calculation Sheet 1 � - LOADS: 1 An.pat,or t*) - _ _- _-- T Load Type Distribution Magnitude Locatioa (tt) Patters --_ f-0.4D5: (lbs,pier,or pH) Magnitude Location _ 6tart Ead Load? Start Sad start K1ud Load? �� '� Load TY1k Distribution ..ocatiaq [Et1 fattarn 13' 1 Live Pull UDL _!2L_ No Product Diagram is Conceptual- 60` Pu tlDL -- - 775 ----- NO - -- - --- --- Product Diagraru is Conceptual. 2 Dead Pull UDL 279 scare End No 11 s2s 2 L+vs Pu,l UDL 1050 1 No ! Aiwlysia 1_v Joist Membo, ';ipportup FLOOR-COM Applu:atkrt l uada(pst) 50 Live al 100%duration. 15 Deati,10 Partin w) MAXIMUM kEACTION$(lbs)and BEARING LENGTHS(!n) : �& _L.3 Live Point 2537 De'ad point 11.00 No 351 11.00 - -- ---Y--_-_ _- -- iunalyais for Beam Member Supporting FLOOR-COM Application Tributary toad Width. 10'ti- -- Loads(psf) 50 Live at 100%duration. 15 Dead;20 Partition MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(In) : -- 4ESJRL3�� INPU 1 BEARING RFJICTNJNS(ibe ) WIDTH LENGTH LIVE/DEAD/TOT PLY DEPTH DETAIL OTHER SUPPORV'* INPUT BtARING REACTIONS(Iba) 1 Ciluiym,HT 3 50' Hanger 233/103/397 1 9 5' DoWl H I `--^�-`-- - -- 2 TJW Product 3.50` -- Hi4rgr 233!18:!1397 1 95' Delal111 -'- ------'� 12'-0' WIDTH LENGTH LIVE1Dl=.AD7f07. PLY DEPTH DETAIL OTHER 0 1 2x6 Plate 5.50" 5.5' 3412/2488!5901 t 14 0' Blocking ----------------------_-__-..._ Backer a are raglAred al support(i) 2 Dem 4504 r 4594 2 2xG Plate 5 5U" 5 5' 3412/2488!5901 1 14.0' Blocking 0' See J CIFIER'S r BUILDEWS GUIDES for(letAtl(a) H1. , - I 6562 - ---- 14's' Live 6562 __- Total 11156 11156 DESIGN CONTROLS Debd 2115 `-- Live 4419 �$L Simpson Strong-Tie C.OnnllCt(X6Qki Searing: ----•__ ---.-' Tocol 6533 3� MAXIMUM DESIGN CONTROL CONTROL LOCATION Saari i lwn�th 3.3 -- ---• - - - Shear(lb) 5598 4426 9473 Paase l 47% Lt. end S Bearing: - - - - i 1 ) pan 1 under Floor klacilrrg Length 1.7 ---------------._-- REVERSE T.F. T.F. -- MODEL SLOPE SKEW FLANGES OFFSET SLOPE -`- Mrornent(ft-Ib) 17261 17261 27181 Pasred(64%) MID Span 1 under Floor loading -_ - 0) Lill Face M1u29 No tole N/A N;A Glulam-Sim e,VG WeSILDF,24F-V4,5-1/8x111" - _ - _ (in) 0 194 0. 11 Ptassed(1J762) MIO span 1 wider Flax loading Right Face MlIJ29 No No N/A N/A Lateral support:Top-full.Dogra at suptlorls;Load oorrtbktaUOrna:iC 904JW --- Total efl(n) 0.336 0.617 Passed(U441) MID Span 1 under Floor loading _ ---- PS - w _ L,2.0E,2900Fb,5-1/4x14 Nailing lett(MIU29)-Face 14-N10,Top:N/A.Member 2-N10 SECTIONvs.DESIGN CODE NDa•19s7:(wweapnb and In) DeMecbon Cntenia:STANDARD(LL:0360,TL:1J240). toad oonnbknatlons:ASCE 7-95 Nsmng Right(MIU28)-Face 14•10d.Top:N/A,Member'2-N10 _ ---- - Bra(ar Lu :All compression2'8" - -- Crir.arion Anal sic Value Design value t►nal sic Desi V( ) p edges(top and bottom)must be traced at do unless detalleu otherwise Proper attachment and - - j7EIf14N GOKTROLS: s 'or - v - 114 IPV' - 190 v 0`v' - o.92 pot itkxning of lateral bracing is required to achieve member stability. SECTION vs. DESIGN CODE NDs-1997: Bending(+) fb - 2117 Pb' • 2400 fb/0`b l . 0.91 Concen;rated load requirements for standard non-residential floors have been considered Criterion Anal sie value Dealy•1 io Anal •is Dsai Shear V ad . 7105 yr - 1:955 V Vr/-. 0 51 MAXIMUM DESIGN CONTROL CONTROL LOCATION Li"� Defl'n 0.32 - L/674 0.30 - L/500 0.74 Shear gl+) M 26745 Mr - 40713 M/Mr - 0.65 gn Total Defl'n 0.46 - L(�29 0.63 . L/240 _0.73 SendiADDITIONAL_NOTES: Live De21'a 0.29 - 26545 0.4e - 40713 Sha,�r(Ih1 1000 1000 1120 Passed(89%) LI ertG Span 1 under Safe loading -- ----- - --- - 0.61 Reactkxn(Ib) 1,095 99b 995 Pa33od(100%) Bearing 1 urnaer Safe loading -IMPORTANTI The analysis output from software t Momeal(ft-Ib) 583 583 2839 Parssed(21%) MID Span , utxle Fkoon kaadrg ADDITIONAL DATA ys presented is d�eloped by Trus Joist(TJ). TJ warrants the suing of its products by this Total Down 0.49 . L 355 0.73 - L/l0`o 0.67 Live Dell(1n FACTORS: r CD CM et CL CP C9. CEu Cr LCA software will be accomplished in ace(rdanee with TJ product design criteria and code accepted design values. The specific product - --- - 0.020 U 180 Passed(L/999+) MID Span 1 under Alternate Load criteria Pb',- 2400 1.00 1.00 1.c 0 1.000 1.00 1.000 1.00 1.00 2 application,input design loads,and sfa!ad dimensions have been provided by the software user. This output has not been reviewed ADDITIONAL DATA: -` Total Dull iiei) 0.035 0.321 Passeo(1/999+) MID Span 1 under Floor loading PV, - 190 1.00 1.00 1.00 2 a TJ Aasociaie FACTORS: r CD Cul Ct 00 Cr CV Cfu Cr LCN F'P'. 650 1.00 1.00 Not all products are readily avail3Ule. Check with your supplier fb'*- 2900 1.00 1.00 1.00 1.000 0 91 1.000 1 00 1.G0 1 h0`' - 255 1.00 1.00 1.00 (CII 1.000) 2 Allowable rrdorTteuri was Increased fa repetltcve nktrr+tner tJaago E� - 1.8 ui71 ion 1.00 1 .00 2 '' - MIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYIp PRODUCT SUBSTITUTION tive OIU«THS(ct ANALY�ANALYSIS rep'- 750 1.00 1.00 -Oe(locttrxt Criteria 8TANDAP.D(LL 0360,TL 1_1240,ALT 1_/4tt0iy�54 0(xtf). DeP,4 chOn analysis Is based(n composite actin with siigte layw of the appropriates Sending(+) : LCN 2 - D+L. M 34563 The Et Allowable Stress Design methodology was used far Code NER anal the TJ Commercial pan-rated,GLUED a NAILED wood kieci(ng analyzing product listed above s' 2.0 mi 11 ion 1.00 1.00 Bradrg(Lu) All compression edges(top grad bottom)must be traced at 7 8'o'c unless detailed otherwise P shear : LCN 2 - D+l., v -11156, veil - 5925 lbs roper attachment and Deflect ion; LL'A 2 - D+L 21-2594.49006 lb-int t Positioning of lateral tracing is required to achieve member stability Total DefleCtian - 1.50(Doth-dead) + Defla_Live. Bending(+) : LCit 2 . D-L, M - 76545 lbe-ft Cirmwentratod load requlternetts for standard nun-rssddtntdal floors have been considered (D-dead L.live 9-snow w-wind I-impact C-construction) Shear : LCO 2 - D+L, V - 0043, vied - 7105 The (All LC's are listed in tae Analysis output) Deflection: LC5s p♦L Bt.2401.00e06 lb-in:! Total Deflection - 1.50(Defln_dead) + Dafln_L,ve. ADDITIGNJ4t.NOTES: -- `- (D-dead L-live S-•now M-wind I-impact C-construction) DESIGN NOTES: (All LC's are listed in the Analysis output; IMPOi(TANTI Tltr6 arialyew lrreonenterl is cxltptyt from software devekJped by Trus Jodat(TJ) TJ warrants the sizing d its pralucta by kiss 1.Please verily Inst the dielsuK deMsk.'Ifon NrTtlb ant apprgxlals b0`ydvx wpp9catlon. software will be aecorrOWled in a,'eordanee with T.1 produ.l design e,itarta and code accepted design values. The specific prod JC 2.GLuLAM:The loading ooeMeient KL used ki els calc la80n d Cv Is assumed b be unity for M1 cases.This Is eonvery tive etaoapt riittere DESIGN NOTES: -' ----- appUcal.on,inikit design loads,and stated dimensions rave been provided by Ilia software user. This output has not been reviewed by point bads owe at 1r3 poNlOa d a span(NOS Table 5.3.21. 1.Please verify that the default deflection Ilmfb bre approprtak for your application. - - ----_ a Tl ro•ociate 3.Csl•ULAM:bud a hadactbe txesdllt x suppoactualrted depli. 2.SGL BEAMS(Structural r omposlte Lumber) the attached SCL selection IP fa preliminary design only.For final member design contact your 4.Gldliarrn eeanw OInaN bie talsraNY supp0rtad ao00rdk1g b lM provisions Of NDS Chlwr 3.3.3. r1C,at SCL manufacturer. Not wA products are rx'edtly available Check with your supplied cx TJ technical representative for product arailabilkty 3•GLULAm.bsari g length based on omaler of FgXlension).Fep(oomp'n)- l_ __--- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY, PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS Allowable Stress Design methodology was used fa Code NER analyzing the TJ Residential product listed above - - --- ----- --'----- ---- ---------- ---,-/-- __-__ PROJEC�j+f FORMATION OPEMIOR INFORMATiON; i No Prolan Information available Niall Engirwwiog, Inc PROJECT INFORMATION OPERATOR INFORMATION 11� O>•5 Shawn Tuirentine Job No 010710 Nicoll Engineering,Inc. 9025 SW Canter Street Jackson Business Center T I Shawn Turrentine � Tigard, DR 97223 Tigard,OR 97223 treat 9025 SW Center 503-620-2086 503-684-3636 ('.opryjm4 MN by Taw Joist,a Weye"emaerawswss Pro" TJ-Ptu'=and TJ-Beam^'am,raderrierks of Tru Jast 503-620-2066 503-684-3636 ,tl 'Mipw)n Strtwq To(:iwNctwon is a ren-ei M baaen,wl,or Simpson Shone-rte E,ompary.ora: 1JI9 is a moshmed trod~of Tru%JMM Durham Rd.,7800 e600 Copyripfr G IOan Vv Trw Jae1,a Weytxheatper a,irir,ess 0`J Pro'-and TJ-beam'-are badanrrka a0`Trus JONt. BUPRd.,7 039T Durham Rd.,7800 116,10 ftif rrr8 u a fegistered trademark of Trus Joist 17 of 62 BLIP2001-00397 Durham Rd.,7800 0600 too. 52 BUP2001-00397 Durham Rd.,7800 0600 BUP2001-00397 y•ra.r•s.wnra+..., ... 19 of 52 20 of 52 ; •0gy+,A•MTFr�� r��Rtr.F.'W+I+ip.+eMr4.N'r••n,+"-t+�eP,en�n..wryv+:.a..-..,..-...,..,,r•- .-+,x.^-r*r,.+"ryvw+nn+n.pv,•ww.•.q-.,,.,..,,nn1!.,v,!!4w.uspl..w•...«v,•wMr-•. .r,r� • "^"�„�'. ,.. ...q.r•.rw.- _ .,. qp, , •. ,-.. �„_. . .. , .._ ,. r :•a:^4-•k, ...,.al,,.pw,. - ..�ys„n,q,pnnl,. •. re..« .......,...«..,,•.. 'ert^t +InnRnrt.rr.,,..r-e,rn n..p•�ry... +t1�� FB-4 FLOOR JOISTS AT STAIRS o c" , 0`J-la.ar„� Y,.ua s.n.i r4,a„bar:7wto22e1 14" TJiML65 JOIST a 16.0 ' COMPANY -� PROJECT -- _'•.--^• ._.:x;~,'>adi�Faa+itw.Tti0t,1J26i -s..! JiC 14 �.�� P'at'alilaitt�/ PSL - --- --- COMPANY PROJECT ----- I -- a PlooA1sA tori t utas:1FAMI a t•is AM Engineering,Inc. Job No 010710 Nicol E Nicoll E � Engineering,Inc Job No.010710 >lx:AaNJSA emu caft tort t tl25ibt .t a:s4 AM p,�t on t eu5d� t4e ® PO Rex 23784 Jackson Business('.anter-TI v t�n t� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED4D OOd Wo r les �B 23764 Jackson Business Center-TI wOOd Wo r <S Tigard,Oregon 97281 THIS PRODUCT M1=l�T3 OR EXCEEDS THS SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Tigard,Oregon 97281 rr,rrwus raw tt'r>nn mr,r:w _ Overall DWflonslort a 14'6" _ _--_-- ,----- - _-� Overall Dimenslon a 14'8" Oct,3,2u01 1634 42 FB-5.wwb Sep. 1T,Z001 18:45:04 FB-4.wwb Design Ci..#ck Calculation Sheet Design Check Calculation Sheet LOADS: (�,Pef,Of PH) ' LOADS: (lbs,pef,or plf) 1 S lJ; 2 rLoad Distribution Magnitude Lrcation (ftl Pattern Load Typ- Distribution Magnitude Location (ftl Pattern - Start End Start and Load? ' Start Hod Start End Load? 10.G. {•_-� i Dsa -_ FuTL UD1 to No 1 Dead n, UDL` ase No, WAN., Product Olapram h Comvptuai. Product DI ram Is C 2 Live Pull t1DL 57 No ! -- LYI�IGKa 1 hive Pull UDL 1226 No LOAM Conceptual. .1 Dead Point SG 0.50 No - - - ArnAty>Fia for Beam Mef hfnr Supporting FLOOR-RES. icalbn Tributary Load Wid!h: 1' Analysts for Joust Member oupporth FLOOR.RES. 4 Live Point 375 0.50 No MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : MPt ry i9 Application. Loads(psQ: 100 Live at 100%duration;20 Dead;0 Partition 5 Dead Point 113 2.00 No 1_caads(psf) 113 Live at 1(,194 durntio n;70 Desd;0 Partition;and: 6 Live Poikkc Iso 2.00 leo --- -^- - ��JPPORTS_;. 7 Dead Point 56 3.50 No TYPE CLASS k iJE DEAD LOC41'iON APPLICATION COMMENT INPUT BLARING REACTIONS(Ibs.) a Live Point_- 375 _ 3.50 - No UnlforTrt(plf) FlaM I.00) 113 70 0 to 10'(' Adds to WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER -- ---- Un(fnr.".7(pQ) Fbor(1,00) 725 109 10'8'to 14'6 Adda to 1 2x4 Plate 3.50• 3.5' 704 1 118/822 1 44.0• TJO Blocking Panel MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) 2 2x4 Plate 3.50' 3.5' 1342/208/1811 1 14.0' TJI®Bloc king Parol -- Dead su♦ 5734 5 IFFTi,�F1Il` INPUT BEARING REACTIONS Ibs. u�nn� a Live 7765 7 65 ( ) ION-r Total 13199 13199 WIp11t LENGTH !Nt:/DEAD/TOT f l_Y' DEPTF! DETAIL OTHER Bearing: (« 1 2W P10 3Ar 3.5' 1189/653/1842 1 14 0' TJIA 9bckkg Panel MAXIMUM DESIGN CONTROL CONTROL LOCATION 0 - 7 I th 2.3 - 2.3 2 20 PW 3AW 4.704' 52421175516997 1 14 W TJi 0 Blocdlfp Panel Shear(lb) 947 846 2125 PassW(40%) RL end Span 1 under Floor loading -- _-__ _ - - ----- -- -- Reactkln(lb) 1611 1611 2780 Pmased % �Mwd 196 Live 1306 663 RPMant oxcesdr 07119 oVuMedMilatfaty bearing f1pl11fenlstMl, Glulam-3lmple,VG Wast.DF,24F-V4,8'3/4x12" 99 biill�l taquherr, ktipkA at supp(xt(s)..S rrtental tu4rrlware b r MOIrIMM(R-Ib) 1946 194f, T981 Pras6ed(�^4%) Bearing S n 1 under Floor ALTERNATE span loading Total 1so2 762 l,wlsrwl support:Trp lrA,Bolton*at supports;load aorndr►atlona:ICBO-UtjC LM0/A.0n) 0.064 0,338 Passed(LAM+) MID Span 1 under Flora ALTERNATE span klefp Bearing: - - Lateral FIII • TW�.(M) 0.072 0.507 Passed(Uggg+) MID Span 1 under Floor ALTERNATE span bedltp u h 1.a iso ------- --- - - - --- ---- _ -- SECTiONvs.DESIGN CODE Nus-1997:(atressapsl,end In MAK14185 DF41Ai5 OCJM 47340L GONTF(31 LOCATION -ANWAV*rno riont was fricr�tdlteid for memfMr Criterion Auul sie Value Die•i value Anal els Debi silteM 4166 2928 W73 Pitus4rd(91%) ftt Overfttatp urkdr Roar ALTERNATE apl5rt k7sdkkq -ONiMdon Criteria:ST utile. VG West.DF 24F-V4 3-118x8" ---- - MsrrlrlrN(Rb) ttf184 6964 27161 Passed(33%) Rt.and 8gsn 1 lMadeT Fluor ALTERNATE seen kiadhlp APOAiiD(LL:L/3D0,TL:11240). Glulam-Simple, 'i3�T-' v - 1 193 v 0`v' o.e4 Lure Drfl1.(M►j 0.143 0778 Passed 21/897 RL -n11Mtf1111ror analysis b bled on campoe(te action with s � , ( ) Overflaftp llrrAer Furor ALT3TAIWITE Igen IosdUkp htpM Islet'Of the appropriate aperr-rated.GLUED 8 NAILED wood dixiklrg. Lateral support:Topa full,Bolk+rn at supports;Load oarnbinatlora:ICBG-UBC Bench"g(+y fb " 23ae I 0`b' 2393 fblrb' - 1.00 Ttlt1f OtAL(N1) 0.148 0.416 Paasw(2Ud18) R1 Overltrfp under Floor M.TtI:IWAI''E ttptn Itrdky -amu):��(lDp erE1 bi3tftxn)mull los bfAlbsd at 2'8"0/r unless defalled otftrwlee. Proper eftactMTletM and --- -- Live Detl'n 0.31 - L/4e5 0.42 - L/360 0,74 pOelNOfllftp d I6teIa1 btal> V is required to actilsvo,I"N,bmf Total nafl'n o.64 - L 23, 0.t4 . L/1_110 o..76� -Detl1MADM CA19rttt:STANDAIID(LL:1JSlltl,TL:LA2401, SECTION vs. DESIGN CODE NDls-11117:(stnesApsl,and In► _-- ----- - T11e f>7ed Criterion Analysis Value Desi value Anal •i• Deiei -y 9raKMIN(ltt)C M aoirlplsbston ed11M(iqP and 17ollorn)nal5t be brsat0 M?6"e!k txrless deptlsQ othotvirks PToper sA�►rflsnl sand - .• -" - 117 - 9 � 0`v 1- �2 ADDIT'll,►i:N.DATA: poaflrlrit0 d 1ltilblai Iof61ob1N M MN(ti W to adtbsve molter ststift. Shear v a" �- Bendingl+) Cb - 142] Pb' - 2400 !6/0`b' - O.Sf FACTORS! F Co CM Ct CL CP CV Cfu Cr U'N � -The bad ow d kili1 dOrA Wed k1 Mile ditalprl bnolyde A1NNnsA taornbw loading. Live Def) n 0.16 42521 0.17 - L0500 0.96 Fb'+- 2400 1.00 1.00 1.00 1.000 1.00 0.997 1.00 1.00 1 i IMPORTAPM The isrWyaM geaenRad f!ou%M(mm Trus Jdst J► TJ wananes the r.' 190 1.00 1.00 1.00 2 soflVYwre w91 be eD00rflbd(ft e000fdanOw 144N1 TJ D� sitk7g d ilk products by this Total Defl'n 0.20 - L 4]5 0.35- L 240 _-- 0.S6------ -- pep'- 650 1.00 1.00 WIP'dAM"MtR1 yheRtNtalyelt pfeeertted N owlput kc5il rtfl5tenl dw(ll><tad 11y T1rlla Jo1M f0`fl TJ Maslsartb the �.�design loads,and stated dienerNklrts M0`e bw m iced end coda em usecceptiad design values• 111e spedf r viewtxt - E' 1.5 ail lion 1.00 1.00 7 sitkt8 d Ifs prodiJ�by itis T.1 Associ�a provided by the s :Na►a Iltef. Tftb otJgxlt fust not besrt reviewed by a ADDITIONAL DATA ' tfeRlttIS11 IIIA De�t In Mx1erilel'foe aArt T•i pnoduiet 1 cs111srie and stale rACrtllta: r cit colt Ct cl Cr cv Cfu Cr LCN Sending(O r LCA 2 - D.L. M - 41796 lbs-ft si:tosptN dpaign values. The ap5i i tc product Not a1 products are rifadily,available. Check with your supplier or TJ tochf*al representative for prloduct evollob11ly rb'., ugo 1,00 1.00 1.04 1.000 1 .no 1.000 1.00 1.00 2 shear : LCA ] - D+L, v .13197, Vtad .11iu 1b. �,�R�few,and IM diflons inks htrvrl been + Pv' - 190 1.00 1.00 L.00 ] Deflection: LCA D♦L sI-2267.96e06 lb int provided try the soliw5tre user. Th s d7lff�j..Hall no(aes/l faNkMsd by a THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS Ar1ALYSIS. rcp'. 650 1.00 1 00 Total De"lection - 1.50(Def In dead) + Defln Live. A TJ/1ew0olatr►. Allowable Stress Design methodoiogy was used for - - MBAail esA R strsNbttts t h&*with yell 6nlppO f or TJ feclonitmrl ra MrrMW40"kir prtoWd o eN6bMly, .oda NER analyzing the TJ Comnterclsl product Hated above. E' - 1.e million tun 1.00 1-00 1 (All L Lare l tesnow Neriine I-tnip.ot c-const ruck ion) ?NIS d PKJiI 11 111 Ji ylS t pr11L�O1lC"1 S(314L'r1 P*XMT ZlUB8TttU ION VOM YW ANALYt918. AlMlwatuls lFMeati rf16llotidolo4y wet used kir Cods NSlit srNdfrrkq the TJ Qorrinlarchi tlredtrot feted 511oktN. 14ending(+) : LCA a - O+L, M " a221 lbs-ft (All LC'• are listed to then Analyei. output► - - ------- ---��_-- shear : LCA ] - D4•L, V - 11.02, Veit - 1463 lbs DESIGN NOTES: Defleationi LCA 2 - D+L aI--1.t.25e06 lb•in7 Y Total Deflection - 1.SO(tlefln des,:' + Deneb-Live. stcvctitxi) 1 PlSw/e are 1Oir krllly (D+dead L-1 ive A-anbw N-wind I-i 2.OLUWN The ooeflidrrt KL used b lite gekalalrxn d Gtr M assumed b be b0`all cases This M aoroervativw exospt where (All LC's are listed in the Analysis output) point beds orodw of 1/3 points d a span(NDS Table 5.3,2). 3.(tl..11l.AM:bad s actual tfrtlwdel x actual dopbn. 4.Ol lem Downs shell be MlaraNy supporlsd a000rdMtp t0`1ie provfalom d NOS(louse 3 3 3 :I •ti' r A�'." J� Iva. r•:� -_ -- �_ - -.- - � DESIGN NtrTEB: y 1 Pleen vwlfy that tin doll" t 1wrAn bli fs ate appoplals for your apolcatlun, i R OL1A J11iA freering IsrlOMi treasd en•nrtlr d Fg1(lertsbn) Fcp(aorrp'n1. p2.GLULAM:The oint bode 000111'N�ppoMt�d�iKL used In to pen(PAD Table b�dlatlo0`+d t:v It assumed b(Nr kicky!<eu'd(fit.Tf►M is conservatM except wfire 3.OLULAM:bad■r� et bf1111t1rA1 x 111011W depot. 4.t3hlsril Bsefrla SfreN be faMrtlllr atppwlbd eonrtMtg b tits prwlelorls d NDS Chose 3.3.3. 5.(3UJLJ►M:tfwarMq tertpst 11eM0 on enrMlsr d rcp(Mtskxl),F til `.- t ( N1 Pfgett trteonitallort lh a/��. op( nP )' ..(r r~ last AO X DL r F;: NIM,UY LrY NIM,LIY LIY {1ST N81 Y' 1`+3at �'f�:•i cp Ct�Nol�AeltMe, 1pli ye+MraMwMtftsMrrSirs►sM►t+akrriaNtrr!cranwlr �rISbN►wsestr hti.►wttai[ swtrlittlhrla to4aln•slerlaww*+wtniaarwMnrnwjeier vJlw 1555 VJO r a moss"se oro*41111,11111110 JsYi. Dudwn(pl.,1N� IM00 Durham Rd.,7100 i5a00 a r• , Or�hMfaSf11M i1► Dutham fad.,7Mq AM1o0 Ill�>rNN1 euPlool ooa17 f?riA'l8111 60!17 ett IIS 23of bi 24 n0` s2 ( }(t @ a I2 ell 82 r e �t h 1 P =..-. _.. ,--.._..,..r.....:..,...•„w+„wYc My a0` ,.,�••• ..rte...«.. ._,.. ..,,, , ... t I r lfT , int I + 4: . . , ! I 1 t I # 0`l # !{r llldi # 1 '. y , ( j f 11 #11 ill P I ! flit I ## .I 1 0`!#I I f u f i I Iii #! 1:, ri�i , • [ it _ •'1 ,:. :....rt r - r [ '�• , .... i r. .1. '. .. : ,. :-f. 'i .'. .. r. t ' ,; �-- - ..six" f ; v i .. /, 1, t0` pf,l}-. j,. '..!,'� ti li�;t, ,.t•.Mot '(!�e r` a1,1, ,aa�•q ,t- L' „p •t4a �, e. •0`T � St pp��. a ��; 0`u r '.i� :0`a {� '•4, fi #t ;l �. `�-.� "'S? ,) ty5^;(,'v�w �#s�' k�. 1 r• ty"� :`r� y t �jrd��,'+ry+�S ! < yin �r •. 6t r � s'^4;•.:�. Yq' _ t r� t I I II 1 ( g I' 1' --- A, r , t r t OR 9- �: 1:..:, .. „ ,�•„ .. - :;:; :n:0`.... ,•; ,, p - Lai_ , e ,','•. t. ..,.r ;!. 0`a ... t � n ,... c,-,..w, . .a,:r.;...W..,1, •I+ -r.;...': . " .. cy.: :J ,v'k p1-rr`[: , AA i 'u``+''1. r 7 n : m, J: f ,4. Tm w COQ 1 PROJECT -_-_-__.------- - --- ---- -- ----- Nicd IIlftklOsnn,p IMJoh No 010110 COMPANY PR 7JECT COMPANY PROJECT -- '- //��' �• PO Boa 21764 Jackson Boeing"Gree TI ® Nicoll Engrrosnlw,Inc JobNo 010710 I NWoI Ettgkaeertrg,Inc Job No.010710 COMPANY PROJECT Wo odJ r k s TIMil,Orell 91261 WQ�d W�J r k s PO Bax 23784 Jaduu,Huaams C 04K. I 1 ��W! r k 41 PO Bar 237114 Jackson Busiess Center-TI Nlook EngMIMMg,Inc, Jab No.010710 Oct. 3.2001 14:bb Jt2 CJ t.i#1rA1 .rxnwrr.w YlN.OeriKM Tigsdr CkipOn 91281 f lJ TOM,Oregon 97281 Wood Wo r ks PO Bax 23784 Yr,I1 H.Yl1 NN'Mrllf.,tvtw.h Jan Boeing"Center-TI Q) .__.___.__ __�__ _ - - - Od.4.2001 17.11 32 RB-1 wwD Oct 3,2001 14:53:08 HO i wwb Tigard.Oregon 97281 Jackson Y/Nlr�Na r.N.p MYI.h - - - ---- --` (1wwb Design Check Calculation Shoot OCL3,2001 2001 14:48:16 H2'• ______. _- _ _.- -_ ___-__-_-- ------_-- LOADS: l�•.wf•w pus► [14Jltsign Chock Calculation Sheet Design Chock Calculation Sheet - _ __ __.- - -.__ - -- -•_ LOADS: (tits.pail or PN) LOADS: (Ibs,Psf,n,1►li Design Check Calculation Shoot Loud r1pe Distributicm Magnitude L.ocatior (tt) Patters - _ _ LOADS: Albs W,orpifI - �-�-- start "a Start Mod 1 9 Load Type Dtstributioa Magnitude Location It Pattern Load Type Distribution Magnitude Location (ttJ Patters - -- 1 Drab yell Area �S _- BtArtd tCaZC and 7 start Red -1-Start and lAadf 1.Wd kE ] Live Pull Area 10 116.0 au -ruulT UIX 0 1 De 105 1 - so TYPe Distributic� Magnitude Location (ft) Pattero _start. End start Sad Load? 110 2 Liva Full UDL 800 no *TrtA►ry�i t n ] Live ;lull tK)1. 35 - - Mo • 2 Live Pull QDL 714 _ Mo 1 Pu UDL 560 MAXIMUM REACTIONS(lbs)and BE:AP.INO LENOTHS(in) : MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) ; � MAXIMUM REACTIONS(Ibs) a.id BEARING LENGTHS(in) : - _ MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : a 4 Dead f3 - A 0 - - ------------ g Live 97 Dead 238 23! Total le6 w ve 157 15'1 -- aearinq+ - --^ -- Cot al 396 396 0 ) Is 1. meeting - - -- - 0'At -- _ --- 1.0 - - ---.._ - 1.0 Dead 71 -- 171 T171 -- 0' - __-._ Lumber•eoft,D.Fit-L, No.2,2116" -- - _____ _�- ___-_-- _ Live 114 114 Live 1300 3= Total 294 28♦ Dead 910 910 spaced Ass 1(! r/c; Lumber-soft,D.FIr•L, No.2,4x6" "*.ring: -- -- - -- - Latrai wlpi-an Tap•full Bottom-at supports.4speUbve factor applied where perrrsUsd(rsle to011tiIM haill Load combinations:ICBG-UBC Lab"support:Top-full,Bottom-at a,IKa(rts:lnsd oambvwAIOrr:ICKC U113C Length 1.0 __ ___ --- 1.0 Total 2z10 _- -- 1300 Bearing: 2210 SECnON vs.DESIGN CODE Nps-1097:(wre�'Ml,and M) SECTION vs. DESIGN CODE NDs-1997.(strew-pal,ext In) Lumber n-ply.D.Fir-'_, NO,2,2x6",2411ys - Criteri�nal sis valve Desi valve Ana] etc Deei Criterion Anal 616 value Desi Value Anal sis Mei Lamm support:Tops fiA,fiowai=at supporta.Repetitive factor:applied wtv"pittinillyd(refe, to online help):Load oombkot":ICBG-l1BCIll - Lrteral support:Top■fol,Botkxn=at r v - .- v� --- 95- v v .2 - ---- --- -- -- lumber-soft,D.Fir-LI N0.2.40" banding(0 tb 1036 Ib' 1345 [b/Fb' 0.77 Sending(4) [b 606 Ra' 1L'70 fb/Fb' 0.52 -- ------ supports;Loadcomtainatlons ICBQ•UBC Live Dell's 0 35 + L/405 0.67 L/360 o.i4 Wv1% Defl'n 0.07 • <L/999 0.30 - L/140 0.22 SECTION vs.DESIGN CODE mos-i997.(streaa-psl,mndin) --- -- al Detl'a 0.87 • L/1N 0.9] G 100 0 93 Total li 0 a7 • L/496 0 60 + L leo 0 36 Criterion Analysis Value Dee . valve Analysis Msi SECTION vs. DESIGN CODE Nt)s-1997:(wens-ii and in) -- - ---- ------ ---- v s� + if Ill Fv 0,20 •Criterion Anal sir Ve=ue Design- Valtle Mal sia Desi - AFJ ZONAL DATA: - -- ^-�- ADDITIONAL DATA: Brtndisy 1•) tb . lea trb' •- 1170 fb/Fb' - 0.16 � -�----- FACT�ts: F CD CM Ct CL CI CV Cfu Cr LCY ►ACYYIR9: F W 'a! Ct CL CF Ct :'fu Cr I" lAve Defl's 0.00 . <L/999 0.11 L/360 0.02 95 v W 0.06 Ii 900 1.00 1 00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fb'.• !00 1.00 1.00 1.00 1.000 l 30 1.000 1.00 1.00 2 Total Defl'n 0.01 . <L 999 0.2] • L 180 0.04 Live D +) fb . 703 Pb' • 1170 ib/Pb' 0.60 _. _ � Live Defl'r. 0.01 • <L/999 0.11 L/360 0.10 IPV' 99 1,00 1 QO 1.00 ICM 1.0001 2 "r N' - 9S 1.00 1.00 L•00 ICM - 1.000) 2 • " - - - - --- Tota] De!1'n 0.02 <L/999 0.22 L 160 0.11 a, - 6]9 1.00 1 .00 - Ftp'- cls 1.00 1.00 A©D KTIJAL DATA: C" C.: r7L Cr CV cru Cr LCa ADDITIONAL DATA: - -- S' 1 f rillios 1.00 1 00 2 i !' K' 1.6 million 1.00 1.00 2 Pb'+. 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 VAk'IOkl9 V CD CH Ct CL CF CV Ctu Cr LCM bond ingit) : LCI 2 + D+L, M + 653 Ills !t a. .►Ptng(+) : LCS 2 . ll M • $91 lbe-ft IN. )5 1.00 1.00 1..00 (C7! ).000) 2 slaw+ LCI 2 + D+L, V • 106, Ved - 174 lbs etvar LCI ] U+L, V . 396, Ved - 356 lbs Pb'+., 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 MCp'- 62S 1.00 1.00 VV' . 95 1.00 1.00 1.00 Dofleet.ionl LCI 2 • D+L IAL. 33.27.06 It, in2 ocilection: ld'4 2 . D+L aI• 77.64006 lb-in2 K. . 1.6 million 1.00 1 .00 2 (CH - 1.000) 2 :!til Deflection • 1.S0(Defln dead) + Dnfln__Live. Total Deflection + 1.so(Defla dead) Defln_Live. Ftp'.. 625 1.00 1.00 E' 1.6 eillitxt 1.00 1.00 ID-dead L+11w s•sucr Mwlad l.lslpect C.ranstructitxt► (D-deed L•liw +•seas R"wind IAislpwot cLoonstruction) Benditagl+l : LCS 2 - D+i.- M - 231 lbs-ft 2 (All LC's are listaA in the Analysis output) (All LC's are listed in the Analysis output) Shear : LCS 2 • D+L, V + 284, Ved • 204 lbs Bending(.): LCO 2 - D+L, M - 1796 lbs-ft -_-.------. _-. __ __ _ -___ --- _-- - --- --- -- - -- ------_-- Deflection: LACI 2 + D.L sI• 33.27.06 lb-in2/ply DFSIGN NOTES: DESIGN NOTES: - 1 Please wMy that the dtbuM rima-Lion kntlts aro apprupalge tit yw application 1 Please verify that the d~delleclion Mn11b are sppmprrlM For yrlw application Total(D-dead L-live 1.50(Detln_dead) + Mtln live. Total ti 2 . D51 V . 2210, Ved 1388 lbs • 2.Sawnfunrherb6ntlra,Jnplllbertshat+be IO 9N dNR$CfiuN4,4.1 (D-dead L•]ive 8.suor tr•rind I.irpact C•constn+ctioo) Deflection: LCI 2 D+L ■I. 177./3.06 lb-in2 laterally kipporled SoaLrd ing provisions 2.Ssl#n lumbar bending members smN be laterally ewppaWd ac"I ddng b the prCA4sbne of NDS Clause 4.4 1. (All LC'a are 1 i it,d in the Analysis output) - Total Deflection 1.50(De[la dead) s Defls_Live. (D-dead L+live 9-snow M.rind L.islpact C+couetructitm) -- -- - DESIGN NOTES: _ A L.c's are listed in she Analysis output) - 1 Please verify that the default ds8mcdw limits are appropriate for your application DESIGN NOTES: 2 Sawn lumber bending nwrnbtxs attaS be laterally supported according to fife prcaNOiaas or NDS Clause 4.4.1. 1 Pisses verity haat the:default deflectkxa limits are wile fo • 3.BUILT-UP aEAMS It is assumed that each ply Is a single cuntinuws men".(that as,no butt pinta are presenq'astened together seaYaly buPport your ap(alhe prcr. at intervals not exceeding 4 tines Mro depth and that 2 Sawn lumber bending rnernbers shall he laterally supported ac each ply h*gwtiy kspdOsded.Whole berms are side-kladed,special faxiening details may be required .arxdfng to the ptrovielona of NDS Clause 41.1 rt k l Durham Rd.,ISM /000 BUF2001.00397 Durham Rd.,7800 11000 Durham Rd.,7800 #600 BUP2001-0031+7 TR M Ba . BUP200:-003ff7 Durham Rd,7800 0600 26 of 52 27 of 62 RUP2001-00797 28.� .nn,-Y+>„ .•q.+yww„._. ryrnF,..1wY+7►+MyF°n•MR7w+!�'R�+hTnMR7�'w�l.rugw*•R�^... r.�wAr�+..}n�avm..r.� rr. ..,,.. • "^ „ f 52 �, .Vial, ♦ 1 .r.., y +rn..•r ..•• +wM'fM,r^^**'A'P•'"inrRMlw•.wwr.,se.tvrr., ,., .m•.e,..r.�r+,e•r,..-.n,••wwlr.+e.•+f*r.+M'w....•oww+.'e.wa,+•+n ,..,, .• . ..... Q �•'.' -^"r7"!!� nn,^ +•±±},+" ..fin"+.' y.�+llsiw--1',M'� f>iy.1+„1e 3J'lr;:,;o.:^'`•rrviY.... ?' .+r.',.. .,'•�,�1°r,r+::-' nJ.�.Fr'- ''v.:,-.r4N✓141i��tllttM'!-:+,�a..' .�:bJritk,x,79'?,L:, .«`4.. 'k4.K a..:i.:..»:..a..,t.::ar,},:L: r.. ., ...-.,. rnfw o...,. -. ..,,_ ...,.a. .,...,. .r ,.... ,,..�... ...........,_ OttM 31 T Ot COOAPANY MIQIBCT r------__.___ _- --- ---...-- _ _...__ ------------ ------ 3 0C ;coli nglneerinp,Inc COMPANY PROJECT --- --- - I LQMPMIY PROJECT --- - PQ Box 23784 spar SPM (1 fp I Nikmfi Englneeky,Inc. Job No.010710 Nicoll Er oWering,Inc. Job No.010110 Tigard,Oregon 97181 WoodWo r ks i Wood Wo r k s PO Btrx 23764 Jackson Bicsinem Cerner-T I �ood Wo r k s PO Box 23784 Jsckaan Bistriats Center-TI scope: ren,ecce soar+. Tigard,Oregon,97281 .I.IMt'I.n•Nrrm,..M.IY:N T)grrd,Qltegarl 97281 YYYIrY.h/,N1/YTIM flit.:V - -- Nov.26,;.`001 10:27:57 COMYintsus llao0 _ Square Footing Design _ Oct.3,2001 15:21:29 G:2 vvwc Oct.Od.4,2001 1809:50 C-3-wwc _ _- u..19u n.�oo�"±1 a.an,�11)9.rwl,u { Design Check Calculation Sheet ----------- __.-_. _.�- _______--_-- ..---------_____--___--- -_.,.--_-- LOADS: 1 itis,pM.or PM) Design Chec.c Calculrtiun Sheet - - - -- -�� - Design Check Calculation Sheet -- --r`----_ -- -. LOADS: (Abe,psi,or pH) g Description CF-1 LOADS: 1 lbs.ps+,a pN) tosyl Tyye DletrLbatlua llaestituM -- L4aoatiaa (ttJ lactWn7s Load Type Distribution Magnitude -- - Location Jtt) Pattern •r?,pe ---- a � CalcWstitorgare teA1C=�!S�6s11d1007UeC Load Distribution start Start IRadJ Pattern _ �._-,-_,•.,., Start reed start luted [.tidy _ _ Btnrt_ wood Brut Ked Load? General ealdn►off*tion 4 590 k Footing 3000 fl � Live MI-Al- a -�Eooen rat . 6.0 a - �- Atc a S434 Kccen r c ty • 0,0 n -._.. 1 1.-- �►rc;-T---- ---3301-- ces ric ty •�0.0 a Live load 6.500 k Thacknele 1000 in �D"d Wal _ 2113 (actin rieit Q.0 6p -- 2 Live A:nal - 3201 _ Kccen +;city 0.0 lu 2 Live Axial 7765 (Kc:ea ricit�=0.0 in -- k Short Term Load 0.OW N of Bars 4 MAXIMUM REACTION)!;(!tis): MAXIMUM REAIl,CTIONS(lbs)' MAXIMUM REACTIONS(lbs): _- - - Se'�mie zono 3 Bar Slue 4 Rebar Cover - - - - -- _ Rab J 250 ,r OverA'Arklon Weight 0.00(1 pet 117 ± (r 11' LL 5 GoncrareLoada Combine Wool 14500 pd F 2,500.0 psi 0' 0' 1' Fy 80,000.0 psi Load Duration Fador 1 000 ''amber-sott,D.fir=L,NoA,61x6" Lumber Post,D.Fltr-L,No,2,4x6" Coham Din1«slon 550 in Atioorsbie sou 13esrMtp -_- Pkx'ned Ill Loadill•widlihi ;1W x Ltr. 1.00.1 10.00■10 00 IRJ:Ke x Ld:1,014 x Ill 10.00 M;Load axnbir111Ncxrs:ASCE 7-95 Pk mad babe;I.owtftcA v veld X Ke x Lb 1 00w 1100-11.00(Pit);Ka x td: 1.00 x 11.00-11.00(fq;Load m,6hruons.It,eo-UBC Timber-soft,D.Fir-L,No.2,6x6" Reinforcing -_---•-____._______._._.---.__---- ----.- ------ ----- - - _-----_-- . ..-- hlrtrred base;Losdhroe�width(bJ:Ke x Lb:1.00 x 11.00a 11.0'7(fl];Ke x Ld: 1.00 x 11.00-1100(1q;Load oantbMnatiorla-1 SECTION vs,DESIGN C_ODE_Nps-iow(lnreesapel,sed Nn) SECTION vs. DESIGN CODE Na8-1997:(stress-col,and An) ----- - - - ----- - - Rebar N.equirwasid SECTION vs.DESIGN CODE Nos-1997•(ehsmWei,aid In) Actual Reber V depth used 6.500 In As to USE per foot of W10% 0 109 Int ACICt faaidex -- Aael= ie Value pacts Valve _ Ms! V/Des Criterion•-- A_rusl Big value Design- Value Mal •le Dss�_ - 20(111 00033 Total As Req'd 0.326 M2 e .- 894 a 0.li-6 c 39b Fc' 3��- ��0� Criterion Asa1 sis Value Deei Value Anal sis Deei 00014 rr r _ 1650 f P • 0.10 Ari l l Nat; I 790 F-g'r ]020_ _ I��-0.14 J1ir�sT- - c .- 2 Fo 379 c c • 0.04 As Req'd by Analysis 0.0008 Int Min AIk7w%P.erin/ ---•- - ' 1650 ! 0.]2 Min.rWnf%to Re d 00014 % _.__.,.�...._.. �•�- ..- _ _ f 320 r!/!!g' Req 14 'd DATA: ADD)TIOrIAL.DATA: --- -_-- w�,,�,,�n TA:TMS: 11 CD C" Ct CL CF CV Cfu Or LCI ADDITIONAL DATA: SummaryFooting OK r..•4..W<Y I F qQ Cil Ct CI. CF C1r cru Cr LCI Ft9' . 1000 1.90 1.00 1,00 1.00 4CV r 0.694) 7 FC' - I.1S0 1.00 1..00 1.00 1.10 (Cp + 0.]16) 2 PAC'tdl8, F rD CM Cr. CL CF CV Cfu Cr LCS r' r ?•6 ri1111Aa 2.00 1." 0 r+' . 1.6 million I-on 1.00 0 PC' + 475 1,00 1.00 1.00 1.00 (Cp . 7.790) 2 4 3 OOft s utsrl3 x 10.01n thick with 4-i't4 bars Fq' • 2020 1.00 1.00 2 s' • 1.3 Billion 1.00 1.00 0 Y ►/' 1600 1.00 I.e9 2 Fy . 1100 110 1.00 2 Max Static Soll Pressure 1,359.72 psi Vu A�-fuat One-WRy 19 a4 gel l` katal , no Allow Static Shc Pressure pef Vn l'hl AIIow On- Way a5 psi 1.CaI 2 D+U. P " S414I Racial , I,cI 2 U+L P 5901 lbs ' 150000 a UO , (De�sa� L+llv+9 Matlaa M+wl4d Irinpart C+calastroeatteel (D-dead L-live S+eaaas M+rinrt I.impact C•,wnstruetian) Axial LCf 2 • D+L, P .13199 The 0611 UCIe sae 114tAMl la tEa. aiesl}eie amtputl (All LC's are listed in the Analysis Cnttptlt) (D•dead L"live e.anor 11-wind 1-impact C"construction) Max Short Term SoilPreasuro 1,3'9.7?.psi Vu Actual Two-Way 5442 psi --- -- -- (All LC's are listed in the Assays;■ output) Alk Short Term 4dl Pressure psi n wo 70 00 psi DESIGN NOTES' DF,SION NOTES: s '�� : � � Alternate PrlYbar Selections 1.PIreM ve1Ap ti9at cine dsfsup dMeR.ilo1►tNlttis are spproprfall+for ycxlr apptios0on. 1 Wlsrle trtYR(I t►tG1 tJlr�llN 41MrM1/1 AttllA areMk tis Por year sppsoltaolt. _-_- _ __-.___-- -- 1 Pinsee vedM Must 919 rlefsuilt deflection tigers ors appropriate Y >n Mu ACIt 1 71 k-R ,�fa. Mn•r 111 cepsdfy 7 42 k-A 1 N Ta 1 N R'a I N Ors 1 N 10'0 ' i ` � � 7 9�z��.: t r 1 'n,2 .r• '1 �'�ey , t t. t ,r 7pjy6aS i,' r 1,:•q�:'»Y;: r is • ;;. 1 w. t lI` '1j1t ti 'a a. F :.r ` ,r I , i � 7e iPaq I ill' �1'm SW putrfgtltl 1611.,7000 am Purfiam Rd.,7800 NS00 .4 - tJ!ILM, i ► 9UPZOtl1'�"9 Durham Rd.,7800 ;6011 itHtl�f 's Jvao01�s9T IA; BUPzolI1•na�ll7 lA r,f t x 32of 52 IRS q qra , � �xlaaarw+eesWM .MF41�'�Ixwrra *+11 rr en �. Ill�I111 IHl�ii t.E I !11 '•I (!! )oil{ I I I! (1,1�i • ili!!I i. S I i P: • i rJWr ys1 y • a f j,r f rh ,M1r, 'aN . .. ..-..w-r4ar....w+v....,_.w.-..,aw .w..VrfJ.s::/.I,(,:.....Y...«. .K..u...Y..,a4Aa.irYl.i4:ns.lb.•.«.r..MM"N+ea:t...rs,:.r.:/+.iw Wdd+'..a: t v specify yaw fitN1 block On Tie: e Jab Y Job 8 ua o 10 37 N, 28 NOV Ch Nicoh Engineering,Inc. TUM- th•tae 1h►e IIMa,use f1N IlETT1NCi6 � pt)Box 23784 D" Data: 6.:3PM, 4 OCT Ut Detwripladlection on alta main menu and W°r 1984 AISI 5pocificadon w/1889 Addenda eater your aft Mock WOMB odor �K Tigard,Oregon 87281 DATE: 1014/2001 . Scope• NICOLI ENGINEERING frill be prkllsd un each{►aw. _ _ Square Foodng Design pop Square FfloNng Design um WOMAM"M4 1 A.U lea.Is",wr3] -I 1s to Y Oosedpidon Oft (�>�" ' ! u: errr SECTION DESIGNATION: ONIC18 Description CF-3 PROPERTIED:Ne r F9 - - ----- �'� hl - 0.000 In Steel Thickness = 0.0451 in Top Flange R 1.250 in I Calculaltion,ars desiprwd to ACI 3184th and!1197 Ut'1C RequlrernerNe -- ---- -- ---_ 3960 OW 1f0'r Ilse' wuMa�hhFnMr = If Corner Radius 0 0938 Ili n i l t�onoral Inflormation ��an�M to ACI Dead Load 2 310 k FooliN Llrrienekuc 2 500 h .730 k Tlrrdrrreas 1200 et 430 k 10 rw}}e 3-5W It Bottom Flange= 1.250 in Yield Stress, Fy= 33.0 ksi Live Lord 5 5.430 k Thickness Stiffening Lip= 0 375 in Fy With Cold-Work, Fya = 37.4 ksi �, 1 bhurt Tann Lwd 3.000 k N d Bars Short Tenn Load 0 Lqo k N rI Bare a Punchoui Width = 1.500 in Punchout Length = 4.000 in Serernc Zone 3 liar Size 4 Bar Sue- Ovwbrrden Weight 0.000 Prot Retw Cow J 230 Sewrwc Lone 3 Rebar Cover 3.250 1 rc 2,500.0 psi Overburdsl Wetti1M 0.000 poi 2,5 .0 per 1 Lanais Weipft 145.00 ix3 F 60,000.0 per C WKrIso Weight 145.00 pct F 80 000 0 pet ALL OV'lABLE WALL HEIGHTS -LATERAL LOAD ONLY } i LL i ST Lands C:onnn tbY FY 00 Wad Dwefon feuor 1.330 LL 8 ST Loads Corrrbirre Load Duration Fwor 1000 1,600•dl t� INPUT P&FAMj ERS Gulumn U+rrrerwon 5 50 in Allowable Sod 6ewft 1.600.00 Per te 0 00 in Allowable Sod B*W tp _ -__ Appliad Lateral Load = 5.0 pst I Reinforcing — —_-` - 0.75 Factor for Wind ,)r Earthquake Applied i 14 1 �Ibinloroirl4 Abwvable Sheai acid Web Crippling Based on Unpunched Web I Reber R•quireenwnl Rehr k End Bearing Length for Web Crippling = 1 in t 1 Actual Re wr'd"depth used 8.600 r} As b USF per foot d Width 0.14]Y12 - 6.500 m As to USE per Foal d Width 0.132W �) l 20WFy 0.00133 Total As Req'd 0.7r 612 Acflrai Rebar'd depth usso 0.464 int !a Reg'd by Analysis 0.000.1 Int 114ur A7Ww%Rout 0.01111 2C10FFy 0.0033 Total AA lteq'J 0.(1014 AL�,QWAf)LF SPANS DIMPLE SPAN 0 0013 tn2 t.Yn Allow%Rernt As Req'd M Analysis 1 ' J } ( 1 MFrefnf%10 Req'd 0.0014 x lle Mkt Raint%to Req'd 00017% S10D DEFT EC-PION LIMIT Somme Footing OK umma - Footing OK SPACING �? U 2.503 squwe x 12(Nn thick with 4- 04 bars 12 in 36' 1 1" 29'4" `25'7" I } 3 ri0ft square x 10.01n thick with 4-#4 bars � 1 Mills,91sk Grid Pfeseue 1.431 40 pal Vu Actual One-W*y 6.03 Mr 1,1418 38 pet vu Actual one-Way 29 94 pet Ahow Oak Sod Prewwo 1.500 00 per Vn'PM Allow Or'tr-clay 65.00 pat Marc Static Soil?.-S"'ra 85.00 pw 16 in � 7� ?fi' 7' 23'3' NWw Etaec Soil Pressure 1.50.00 psi vn'Ph1 Allow OnerWay Max Shut Teem Sod pressure 1,431 40 Vu .A�Two 23.41 24 In l;,'4" 23'3" 20'4" i I pat �Y I>a 1,1yb:i11 pat vu Actual Two-Way 132.16 psi Szj Allow Sksl Tenn Sod Preesrre I'M 00 pat Vn•PFN Allow Two-Wary 170.00 psi Max Short Tenn SON Pressure 170.00 ps 1 AYnw,Shot Tem}Sohl Pre.�mure 1,5(10 01)Pei Vn'Phx AIWw Iwo-Way 1 I 1 ��Reber Selections ��Iiebw yeisctiars NOTE Wall Herghts Assume full Support of the 1 Mu Ar:tua 1 19 k-n 2 86 k-n Compression Flange, (Sheathing or l 2 M 4's 2 s 6's / oft Mu Ackal 3 N 4'r. " 2 N 5's 2 N 8 s F+N, N5 r sp, v t l !J k of 1 N Ts I A 5'e 1 N ffs 1 N 10'e (i 4 1 k-h Mechanical bracing) - - - � Mn'Pie} Capacity 1 N Ts 1 NB's 1 N ffs 1 N 10's I � 19 - ---- J 1 1;7j--- - ` --� ----- 4 THIS PROGRAM IS LICENSED TO NICOLI ENGINEERING FOR THEIR EXCLUSIVE USE. USE BY INDIVIDUALS OR , EN)ITIES OTHER THAN THE LICENSEE. IS PR;CLJIBITED. } ` Mls�jt►N11iE--�� WAI-L 1 , 0' L - ------ S►�T111 Nlw i I � } • 1 y a F SHEAR.WALL PL,41 Dutham Rd.,7900 SM Durham Rd.,7500 0600 Durham Rd.,7500 6600 et.,pm!-W!1197 OUP2001-00197 l�.'•s I e BUP2001-003a1 33 of b2 ? 34 of 52 35 of 52 Durham Rd.,7600 9600 BUP2001-0039' 36 of 52 R1'�rlrA'!Ir.rM'r -a, "1' ..1"a± yr,,,,..•,."r .,.,. _. 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D2-ad W/ riff.- yrwr- e-a1,0111-•L1- Mp.. - 141 g (OK 12. : 10,56416.4 ((o'-WrAMT - �1� tONIZF,10,%I 11(,r;; 1#a' 4 .'. �4-)LVOWN ft't> 601504 1,40 4 t ESI-t �u*.A yic co-x rowixy Irl/ W/ P&-. 5ruv5,r C! WA.LL4 } 114 1i d 111NhMh11 Ma.7Mf1 881Y Durhern Rd.,7906 0880 Durham Rd.,7808 3800 Dilrham Rr1,TWO 6400 Bt'PY001 60497 111 nt110200100397 q 38 of 32 ' 39 of 62 40 of S2 w}et —_'neer _ PROJECT s� PROJECT -- PRa _CT ,:'' U ,1'� .*" •w.k,...., �A� 1IF/G Iii. . r P �, PA1�L1 B!' I�Af� Jt� N0. -- _._.. __ � __ —r NO- - — ---- A?E OB NO. _ A ARE) B PREPAREDPACE NO. OF PAGE NO. ��iJ4r"o P r FADE NO OF 8Y b E'3REp JOB 1 1 J OF » .,... p, .. - .. _. o'.•. ,: _ .. -. A t,-' ....)..;,..,.,.•.,,s,,.,f.e.t..,.I n- -+1.,i.,.r,,t.i�-:,,_f ,r, �Jr'_�r.r.a.. r r .,, L. 1'..,,.,,.....y�. ,rrJr.:r.:-,r ..: ..: .; r.. t - .... .. .r,,. ... r nppr� ... rfM`1'rS•".ai i}!�fIla t..r'Y K�:... P i . i..'.t.•t`(I I I I 1 1.,,1,.,fiI,�ni_c.Ix.1.+IP.r�•s f i.:-}'f!.4c.l.M,,i•Y 1a.1. 93I11,11�t. � rM. rT'QrN ..:Y1'+M.•'. l'w!'"1H.,l.'aw:� •eih�MlM. � Ti......t� i 1. ; � { .fI ItI1111 HR (lyI t} t ! ..-...I.I.I af. 6 27 ..' - - '• .Iq ;••i, v i' , , .. ..,. r _t . , .. •. ; ., 1., . .:,. - .. .: .,-. . .., i : r,sem.: : A:'vt` S '4): : ,4 ,: .. r t. ', ..: � r , . .• • _ ,„•' aur 1. ii °'4••: JI ,..y. ; .."Cot ,,,y.';ra 'a .,•}g•. N.Iti SP'' ..;,. +, v :i r, .M� .d ai,.- ..., '>:;. 1 ,,v- .[` $i• :;r �v+�•.. 1`;t ,�i_ , +'.tr'i`o • ::. P ,+ ,,,,:�. �. .r .f, .,, .�: ,.41. 4 ,, . ,.,.;: ,,: .._ l• ..; , ,. ...: 1.m ?e;}• '}I , i a7.,.. .. a n. • i '_ ., r .•'. ' ,. , 4:. a Pn• ,I,: st �y } 1 d..F .,.,r .. .:. .,,., .:• :, ...,,. ::, ...,- . �:6 ,., "'t 1.;` , i - , r r 4: t J` ,4 V. 4 ' 1, 7. 4 Nalcoll 906 S.W. Center St. - Tigard, Oregon 91223 Phone: (503) 620-2086 Q �► ® a Q �J Q C�„ Ca Q Q Q Q Fox: (503) 684-3636 .....: . .. .. . .:..: .... PR �r ��, r,,N F sa2M. . r 1 f,,,;07 � .�y RII,�9�•,�`�i . Gad 3 � ABBREVIAT10�t�S PREVIOUS LAND USE ACTIONS PROJECT INFORMATION TABLE OF CONTE=NTS ADJ. ADJACENT P TECH. MECHANICAL ARCHITECTURAL REVIEW, ------ ----SDR 0 2� - 0"16 00-.GENERAL IPF•C7 '1ATION _ A.FF. ABOVE FINISH FLOOR MIN / MN. MINIMUM ALT, ALTERNATE MAC:. MI6CELLANEOU6 SITE PERMIT;- -- 917 � 2000 - 00052 0.1 COVER SHEET ALLUM ALUMINUM MNT. 1`KX,NT. / MOUNTED 0.2 NOTES AND W_`C IF ICAT IONS APPROX. APPROXIMATE MTL. METAL f5UILDING PERMIT:-- ---- — E+IJP 0 2001 - 0�m9 Q - ��1(�'t 03 CODE SHEET — ---- ARCN. ARC41TECT NJ.C. NOT IN CONTRACT DAV10 METZdER NICOLI ENGrNE•ERNG, INC. REVISIONS: _— mo, BOARD NO. N1,a"115" P',O. 130X 276 '9023 SIU CE•NTFR ST. ID SITE IM°O�MATION BLDG. 5UILD140 NOM. NOMINAL D.O. MY OTFIM I.6p.6. NEAR SIDE AND FAR SIDE 8NEftk>90, OR 57140 TIG,4RD, OREGON 57??3 I0-2� 01 CIT' REVIEuI GA. CLEAR AIODIZNlIO R1,t8. NOT TO SCALE (_503)620-20ft I.1 817E PLAN O.C. ON CENTER CON7ACT , JAMES D. ANORRE•Ua6 CEM. GEFRENT OD. OUTSIDE DIAMETER �- QI.IIL2jW CER CNI!RtTRO GPPOQIR SITE INFORMATION GJ, CONTROL JOINT T.T.t.T. PPlE66IJlRE TREATED 2.1 FLOOR PLAN • CLS. CEILM T.L. / PL.AM PLASTIC LAMINATE ""— 2Z FOOTING MAN C.M.U. CONCRETE MAI NRY UNIT PCC PATTER IED COLORED CONCRETE • DEFERRED PERMffS ADDRE69, 7910 SAU �AM ROAD 23 FRAMING PLAN -� COL. COLUMN PLYWD. PLYUIOOD TIG.41tD, OREGON gT??3 2.4 REFLECTED CEILING / ELECTRIC PLAN CONC. CONCMTX VENT. / P.T. PAINT CONT. CONTINUOUA P-ba PENCIL 6HARPENER BOARD ELECTRICAL CORK CORRIDOR O.T. 121ARRY TILE GURR@ENT ZONING: !P PLAID INDUSTRIAL 30 ELEVATI" G.T. CEIQAMIC TILE RAD. RADIUS MECHANICAL DET. D6tA1L RkPRIG. REFRIGERATOR CURRENT l!!►E• VACANT BUILDING 3.1 BUILDING ELEVATIONS DIA. DIAMETER RAL ROOF GRAIN LEADER ISN. 004" MINP REINFORCEMENT PROPOSED USE, OFFICE /U,WRENOUSE 442 SECTIONQ_ DW DI6HWr46f m REGID. R 0JIF ED D.S. DOWN OPOUT FE6. I!R&61LIENT LEGAL DESCRIPTfr"?• TAX MAP, ?51113D/i DW3. ORAL*40 R211)4. ARCE66E0 FLEC. WIT HEATER TAX LOT, 300 4.1 BUILDING SECTIONS EA. EACH RM. Roots PROJECT: - -- -- E.IPJ& EXTIERIOR INSULATION R.O. MOUGH OPENIhNC� �� CRi'T'ERI14 V P TAS AND PINION 6Y6TEM 6C 6EALED C-NCRF_TE E.J. EXPANSION JOINT 6,C. 60LID CORE ------ --- �____._�._.�•�r.-_, �� X5.1 BUILDING DETAILS TENANT ELEC. ELECTRICITY OR ELECTRICAL 6F. OGLIARE FEET 60IL BEARING PRESSURE: 1500 F-.0.f. nl 15Z BUILDING DETAILS -'� IMPROVEMENTS :.r ELOV. ELEVATOR 6CC SMOOTH WLCRED CONCRETE �� R , Is. 1EG1UA�. R3ASIC WIND SPE`Ot d0 Mf'H EXIST. E)c18�TRNG 6T. 6T,AN EXPG6URE D OCCUPANCY DEf3CRIPTION R EXP. EYtPA1�iON 61M. SIMILAR - �1 JACKSON IIrAW1 RELNCTRIC WIT 1$ATER ATB. STANDARD �✓ I S I1X . RxT tkm 6TG, GTAd"R SEISMIC; ZONE: 3 �?,,0iNESb FJ7. FLOOR pRARi�N bn. STEEL � �U,'�VF�$ F TR AM0 CENTER /w, L)w P,ErC. FIRE KXTNW16HM CABINET 6TOR STORAOM 2ND FLOOR DL • Ila Ras.f. Li. 50 p s.f. Approved....................... . P.H.C. PI1� HOOK! CABINI[T 6TR UCT, 6TPLACnm PARTITION LOAD: 20 THE PROPh9ED TENANT DISTRIBUTES / SELLS WARNING LIGHTS FOR ..................»"••..•••r••. 7910 S.W. DURHAM RD. PN. FINISH �"• 6U61'�lE�L?ED Et"1EFat'sl:hiCY VEHICLES INE. SIRENS, 6TR.OBES, ETC.). THE PRODUCTS For only mo ,deecrlbed 111: TIGAftO, OREGON 97223 s FL/FLR. FLOOR SYNTH. SYNTWlTIC ARE MANUFACTURED OFF SITE. PERMIT -LL PD,B. PACE OF BRICK TAB. TOP OF 6TEE1_ See of to: o w....... am P.O.O. FAGa OF STUD TEL. 1ELEPHONE n ch... P.R.T. DIRK POTARDENT TREAT1ED THIO T'-XKNO66 90M 8 OCCUi'ANCY • .._ .rs.••.».. ( ' (o OU Addres TENANT: — — CbALV. CRRALVANIZED TYP'. TYPICAL. THE OFFICE AREA IS FOR THE SALES PERbC21-NEL A140 OFFICE STAFF. Ay Date: l aILItl. GYrWUM WALL , 1OARD UDx / UND. UNLE" OTHEFW6E NOTED MIN'MAL AMOUNT OF ON 61TE SALES OCCUR ON SITE. �' gD� S 4kj - ,.� �d j W. HKkbW UTIL. UTILITY ' McLOU"HUN 0110 WmL HORIZONTAL V.C.T. VINYL COMPOSITION TILE VIr.AWY MAP ` / EARDL.EY COR-10RA'ION 7. m MIR vEm. VERTICAL.' BP L I CTIONS � $-, A[V�Y 10. NII M PIAME11IR Vi=. VINYL WALL COVERING .._..� THE F'RODUC:T 19 SHIPPED t0 THIS " •:ILIT1' uA•1ERE IT IS STORED IN THE A 114" IhMLLATION WC. WATER CL06CT �-.rV-�^.�' vv��r-ti-vv' JOT. JOasT UNv'. IL�ovO _ wA1�HOUSE. SOME. GF THE Pf�!ODLrG f IS REPACK.AGEv IN THE WAREHOUSE sIRENN .COM JT. JOINT W.P. WATER PR OMINds 6PECIAL INOMCTIONS ARE FW.QJIRED FOR THIS PROJEC'r. VERIFY PRIOR TO BEING SHIPPED TO THEIR CUSTOMERS. SOME MINOR MODIFICATIONS LAM. LA INAATE Ulf, ILNEIf2r4T WITH CITY OF TW*ARD IF THEY REQUIRE ADDITIONAL SPECIAL INSPECTIONS. MAY OCCUR TO THE PRODUCT MIOR TO SHIPPING. MODIFICATIONS M.O. r'1A@ONRY Or"MQI UWP. URLl?L!KD WIRE FA!'WC NICOL.I ENGINEFRIN0, ISG. WILL C IMP f,"Ir THE POLLCAVING SPECIoQ_ INIV ECTIONS. DO NOT REQUIRE OPEN FLAME OR WE.LDIN3. ---- - -- ---- - - MACH. MACI` M W/ WITH Date. 1022-01 MAX MAXR11lM'1 WK? UWTHOUT PLACEMENT OF EPDXY ANCHORA Scale: t 41 XTGY. EXIOTINt>} Drawn hy: DJL �-! - Checked by JDA No.:.. .:.. .,. ... ,. . : .' ,:: Job N 010710 a . Drawing No • OV 1 t- r RECEIVED , ... � , DIfAUIMkb R _ � Q -•---DETAIL r DRAW, Na'R "- � P34 � . ., • . ..; .. , . _ _INMRM, INC. WILL � _ � � � NOV 2 �+ 2001 N0"RACT OHALL NOTFY NIGMI MING 3636 HOURQ,b PP O THE W. DURNAMI RD. /� C11Y OF'nGARD F'f WORM IO OF 714 PCUCVMq CTI,ON6, . JIUMDMO D><1/'d%, ON � MAC IT OF lVIN�.1ItCM�Ib a" TROA?W HIGH 5--1 WN 0 1'.04 CONCRETE ftAC~ �k- � GGX'IP'LETION OF INTERIOR FRt.AI'tiNE# PRIGP •i U COVER W IFIED r)SeW -' / • �I..RRIt MAILMb PATTERN AT SECOND FLCIIR SHEATHING \ FACILITY �Acn_1rY COVER SHEET f' n; SHEET _ Durham Rd.,7800 #400 4 e- } �� R \ 8UP2001'00397 k r, 41 of 52 00 Y ' 14 � 1 • , 1 yyfi ..'1 1 1, �•, l �' , y .- - ... . .e - - 5 „ `kY , A i r - tt •'l 1 ' ...,-,,,n4Y••,nyi �..4A. i,: ..y, Nhi gyp•.; f g, } 0 .r tii n Y DIVISION 9 rINISHE%-01 DIVISION 6 WOOD AND F'LA5TICS DIV15ION I GENERAL REQUIREMENTS GENERAL NOTES -- Nalco i%kl I I QT,PA'& BOAIW WOOD MARY OF WOFK S.FIJFRAI NntFA THE PROJECT C"16T OF THE CONSTRUCTION OF OF APPROXIMATELY y GENERAL. GENERAL 5,52 6F. OF TENANT IMPROVEMENTS FOR McLOUGHLIN AND EARDLEY CO PORATION. THE INTENT OF THESE PLANS IS TO PROVIDE CONTRACTORS A GUIDE 9025 S.W. Center St. - Tigard, Oregon 91223 INSTALLATION AND FIN1601ING OF GY SUM WALLBOARD SHCONFORMALL OPFORM ALL NAILS TO BE COMMON OR GALVANIZED BOX NAILS. NAILING TO BR E THE IMPOvEMENTB ARE LOCATED INSIDE THE ADDITION TO THE JACKP°F SON BU61NE66 FOR A FULL, COMPLETE AND WORKABLE OJECT INSOFAR AS THE DR/,WINGB 9 re 9 TO THE GYPSUi"1 WALLBOARD MANUFACTURER'S STANDARD SPECIFICATIONS. IN ACCORDANCE WITH TABLE 206-0 OF THE M06T r'tECENT EDITION OF THE CENTER BUILDING AT 69k DURHAM ROAD, TIGARD, OREGC A THE EXISTING SHOW OR IMPLY AND/OR THESE 6PECIFICA' ;ONS CALL FOR AND ASTM C-840 AND G.4-21a. UBC• BUILDING CONSIST OF A C04--RETE TILT-UP WALLS, OPEN WEB ROOF Phone: (503) 620-2086 TRUSSES t ND A CONG142 TE SLAB. PER50NWORK ON INVOLVED IN WON THIS PROJECT SHALL BE RESPONSIBLE 1 Gz: 11503) 684-3636 INSTALLATION ALL UXX.D IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED FOR EXAMINATION OF BUILDING SITE, PIANS AM: SPECIFICATIONS. FOR AINGLE LAYER ATTAC WMANT USE 1-1/4" LONG BUGLE HEAD SCREWS WITH A WwDONNE 0RNE PRL6ER''tVATiVL' IN ACCORDANCE WITH 'SR TANDAFAILURE TO 00 60 WILL NOT RELEASE SUC:CE66FUL BIDDERS FROM AT {` INCHED ON CENTER SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', CONSTRd TION OF THE IMPROVEMENTS WILL CONFORM TO THE OREGON STRUCTURAL. PERFORMING THE WORK INDICATED BY PLANES AND SPECIFICATIONS. ASTM DESIGNATION D1160. SPECIALTY CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. GYPSUM BOARD SHALL NC)T BE DAMAGED AND SHALL BE COMPLE"iELY DRY. THE SPACER SHALL DE COh'IF'LETl:1.Y DRY. THE SPACE SHALL ALL. LUMBER Br•IALL HAVE A GRADE STAMP, ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULLATlONB OF THE UNIFORM 5UILDiN3 CODE, HAVE NO WATER ON THE FLOOR AND BE WKE&'HER TiGHT. r, w rQel t-�yDITIGNB STATE STANDARDS, THE. NATIONAL ELECTRICAL CODE PLUMBING CODE, LOCAL ILUMDER GRADES, THE ENGINEER 1 OUNER SHALL APFIQ0VE, IN WRITING ANY ALTERNATE 6UBMiTTED CITY AND COUNTY CODES AND STANDARDS, THE APPLICABLE REGULATIONS FiNiSH WALL FRAMINCs MEMBERS: DF-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 ANIS REGULATIONS. ...... LEAVE A SMOOTH FINISHED SURFACE FREE OF RIDGES. TOOL MARKS AN FLOOR SHEATHING: 3/4" APA RATED (32/16) 8HEATHING, T e Ca OC44+3ULES .AND RE52WA ALL BUILDING TRADES SHALL PERFORM AND COMPLETE THEIR WOW �••••� " SANDING GROOVES. TO THE BEST ACCEPTED STANDARDS OF THEIR INDUSTRIES IN ' APPROVED - OWNER OR ENGINEER WILL ME THE SOLE JUDGE OF GIALITY COMPLiANCE WITH THESE PLANS AND SPECIFICATIONS. COK'MENCEMENT +• NAILING PATTERN: USE ed NAILS WITH DEFc'X�h'iEG SHANK " " FINISHING SHALL BE APPLIED IN A WELL V�ITILAIIeD SPACE. THE b INCHES ON CENTER AT EDGES AND SUITABILITY OF PROPOSED 61K15611TUTION. OF WORK BY ONE TRADE AFTER ANOTI4ER TRADE ESTABLISHES •• T!f1PERATLNlE SHALL BE A MINIMUM OF d0 DEGREE6 FOR 46 HOURS 12 INCHES ON CENTER AT FIELD ACCEPTANCE OF PREVIOUS WORK PERFORSIED. PRIOR TO THE START OF THE FINI&4Ws 6COPE OF WORK AND SHALL BE •. : MAINTAINED UNTIL ALL WORK, IS GOMPL`.ETE, DRi' AND THE SPACE IS REFER TO FLOOR F}!AI`11NG PLAN f•Ol�t ANY SPECIAL NAILING, REQUIREMENTS. 1TEl'"11ZLQ COOT 8r!-!EnL�L� ...... , NO REVISIONS / MODIFICATIONS SHALL BE MADE TO THESE PLANS/ ••„ j OCCUPIED. .SHEAR WALL BREATHING= I/." APA RATED BIDING, PREPARE, IN FORM SATISFACTORY TO OWNER A .TOME:-ETE BREAKDOWN OF 81PECIFICATION6. NOTIFY ENGINEER PRIOR TO MAKING NECE66ARY •• . 6URFACE SHALL RECEIVE A MEDIUM SPRAYED DRYWALL TEXTURE FINI64 NAILING PATTERN: REFER TO SHEAR WALL SCHEDULE COSTS, A LIST OF ALL 8U5CONTRACTORB, AND SCHEDULE OF WORK FIELD MODIFICATIONS FOR REVIEW AND APPROVAL, AND/OR THE ED v�� \ COLT• CITY/COUNTY IIF REQUIRED) PRIOR TO ANY COMMENCEME`dT OFA: SU,.\ SUM OF ALL ITEMS SHALL BE EQUAL TO CONTRACT PRICE. 11I01RK IF ANY ON SITE REVISIONS/MODIFICATIONS ARE MADE �vUNe . WITHOUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE F UF4418H THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY FOR ALL ASSOCIATED COSTS. 16,507 VERIFY CARPET TY?M AND LOCATION WITH BUILDING OWNER C. PARTIAL PAYMENT REQUEST.✓' P1�JVIDE FIRE BLJKING AS REG�UIRED A8 FOLLOWS: WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER ., SUBMIT WAIVERS OF LIENS FROi`1 MATERIAL SUPPLIERS AND SUBCONTRACTORS &-.ALED DIMENSIONS. DRAWINGS ARE NOT BE TO SCALED. IN C ':EALED SPACES OF STUD WALLS AND PARTITIONS, AS MATERIAL 18 DELIVERED AND WORK COMPLETED. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL i"T INCL ,17iNG RAtRED SPACER, AT THE CEILING AND FLOOR DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE �q�0 N KE��' ��j► USE A HICsH-G>lLAL.IT1' LOW-POROSITY P9tMER GOAT. IF SPRAY APPLIED, LEVELS AND 4T 10'-ON INTERVALS BOTH VERTICAL ANG WORK NOTIFY ENGINEER CF ANY DISCREPANCIES. V) FOLLOW DY !SACK ROLLING. HORIZONTAL. �' � STRUCTURAL DIMEN61ON6 CONTROLLED BY OR RELATED TO MECHANICAL PRIMER COAT OVER THE GYP6UJr'M BOARD SURFACE PRIOR TO DRYWALL AT ALL INTERCONNECTIONS BETWEEN CCW-EALED VERTICAL AND ELECTRICAL EQUIPMENT &4ALL BE VERIFIED BY THE TEXTUPW. COAT, FOLLOWED BY PRIMER COAT (BACK ROLL iF 61PRAY AND HORIZONTAL SPACES BUG:R AS OCCUR AT SOFFITS, CONTRACTOR PRIOR TO CONSTRUCTION APPLIED) AND ONE COAT OF FINISH PAINT- DROP CEILNGS AND COVE CEILINGS. ONLY APPROVED "CONSTRUCTION SET" MARKED DRAWINGS COLOR TO BE DETERMINED BY OWNER. IN OPENINGS AROUND VENTS, PIPES, DUCTS AND SIMILAR INCOiRPORATING ALL ADDENDUM AND C>IMEN810N OFFNINGS WHICH AFFORD A IDA66ACoE FOR FIRE AT CEILING CLARIFICATIONS SHALL BE USED DURING THE EXECUTIOi1 AND FLOOR LEVELS, WITH NON-GOMBUBTIBLE MATERI,41-6. OF THE WORK DIVISION i✓ MECHANICAL DIVISION 3 CONCRETE CONTRACTOR MUST U1 RESPONSIBLE - ' FOR VERIFICATION AND COC?RDINATlON OF BUBCONTRACTORTOR8 lU.'ORK tU SECURE QF&W JOIST COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE WA iACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS TRUSBE6 SHALL BE TYPE Q SIZES AS NOTED ON DOrAMEN'8. Q2jQM E FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. MECHANICAL SYSTEM 16 TO BE BIDDER DESIGN. MANUFACTURER: � TRUSSES SHALL BE MANUFACTURED BY TRtU88 JOIST / M,c.CMILLIAN. GOt'�E& AND STANDARDS: ALL CONCRETE WUPQ}C TO COMPLY WITH AGI 318 CONTRACTOR AND EACH OUBC�ONTRACTOR SHALL BE REVISIONS: F'![JVInE SUSPENDED G,48 FIRED HEATERS IN WAREHOUSE AREA L5UIL�ING CODE WGUIIREMEN 8 FOR REINFORCED CONCRETE: ACI 306 RESPONSIBLE FOR ANY LOBS OR DAMAGE CAUSED BY HiM OR UNITS SHALL NOT EXCEED 6 BTUMFABT'2 OF FLOOR AREA. THER1106TAT SHALL INSTALLATION= "RECCx"MENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 HiS WORICIAN TO THE PROPERTY OF THE OWNER OR TO THE HAVE A MAX"JM SETTING OF 45-F t SHALL ISE i'MOUNTED NO ►.OWER THAN INSTALLATION SHALL BE PER MANUFACTURERS SPECIFICATIONS. *RECOMMENDED PRACTICE FOR HOT WEATHER CANGRETNG." WORK OR MATERIALS OF OTHER CONTRACTORS OR HEATING UNIT. CONTRACTOR Ib F ESPON6115LE FOR 6UPF'ORT t BRACING OF SUB- TRUSSES DURING ERECTION. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT (48) HOURS PRIOR TO PROVIDE ROOF TOP UNIT AS REGiUIRED. UNITS 6HALL BE LOCATED AT GRID LINE BEGINNING ANY POUR. CONTRACTOR SHALL MAINTAIN INSUPANCE THAT WILL PROTECT 2 OR 3 TO 6LU LAM BEAM AT GRID C AS PC56115LE. ROOF TOP UNITE SHALL DE81GN: THE 09 SCREENED. TRUSSES SHALL ISE DESIGN FOR ,Db NOTED IN DOCUMENTS 4 OWNER E FROM ALL CLAIMS OF DAMACsEB. CeONTRACTOR SHALL BE RE6PONBIBLE FOR PROVIDING iNl:GletS&AR7 OR4UJiNGB ANY ADDITIONAL MECHANICAL ;8 A8 NOTED. GLAD AND FOOTiNCaB: Fr- 30W P81 AT 28 DAYS, WITH MAXIMUM LOADING CONTRACTOR SHALL BE FMSPON515LE FOR ALL TEMPORARY A AND OBTAINING REQUIRED PERM�T6. 614010DRAWINGS, LOADING CONOITIONB DURING CONSTRaJCTION AND SHALL SLUMP: 4". PROVIDE BRACING ANIS SHORING WHERE REQUiRED- 0 MANUFACTURERMSHALL PRO -NG,INEER W/ SHOP DRAWINGS CONSTRUCTION LOADS: THE STRUCTURE HAS BEEN MAKE INSTALLATION OF ALL ITOR M COMPLETE ACCORDANCE WITH ALLTH BY STATE AND LOCAL AUTHORITIES. AND CALCULATIONd 1908 A"F NAL. CALCULATIONS CALCULATIONS SHALL BE DESIGNED FOR Or°ERATiONAL LOADS ON THE COMPLETED CODES OR REGIIJL.�TiONB SET FORTH SEALED / STAMPED BY AN L' ,ENWO ENGINEER RE611STr-RED IN CEMENT: STANDARD BRAND OF PORTLAND CEMENT PER ASTM C-150, TYPES I STRUCTURE. DURING CONSTRUCTION, THE CONTRACTOR SHALL ALL VCNT6, HOODS, ETC. wouiR£D, WHICH FveTPATE THE RDOF STRLKCTL#w THE STATE OF OREGON- OR 11 AT CONTRACTOR'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD PROTECT TRE 8TRUCTURE BY BRACING AND SUPPORTING SHALL MATCH ROOF COLOR PROVIDE SHOP DfioAU11INGS OF ALL ITEMS BRAND, TYPE, AND GRIND TRRR'OUKaH01,1T ALL WOW OF A PARTICULAR TYPE, WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR PENETRATING THE ROOF FOR APPROVAL. COORDINATE WIIT'R ROOFING � ADMIXTURES: (AGENTS SHALL BOTH BE FROM THE SAME MANUFACTURER). ALL MECHANICAL AND ELECTRICAL WORK SHALL BE UNDER GOK�TIR4GT01< TI-IEi�I"{�4L � MOISTURE I�7TU.ii�.G I-t�OT�L�TION AIR ENTRAINING AGENT: PER ASTM G-26r0 SEPARATE PERMITS. HVAC CONTRACTOR SHALL COt�1VW"TE UNIT AND DUCT LOCATIONS DLI/ OTHER DIVISION USE ON ALL EXTERIOR 6L..A58 AND SIDEWALK" ON GRADE AND RETAINING WALLS. OTHER TRADES. SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER rag*I� fMNFQfreENENT0, PROJECT: +� _ FOR APPROVAL AND ACCEPTANCE. THE WAREHOUSE PORTION OF THE UUILDiNG SHALL BE HEATEO FOR FREEZE ALL BARB FOR iREINFO'RC.EMENT SHALL 15E DEFORMED STEEL CONFORMING ACC- AIBIL1TY PR'OT'ECTION ONLY ( SEC';ION 1319, EXCEPTION 1 ). WINDOWS d DOORS SHALL WITH "SPSCIFICATiONS SCOW- BILLET-STEEL. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND CONTROLS, PIROaECT WILL NOT BE CERTIFIED AS SUBSTANTIALLY C XIPLETE BY THE MEET EVER 31' CODE REQUi�F►''�ENT& THE ROOF Ib INSULATED W/ R-19 BATTS. REIN( ORCING BARB", A8TM A-615,GRADE 40 FOR NO. 3 BARS AND GRADE 60 FOR TENANT D18PENSERB, ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES IMPROVEMENTS OWNER AND (DNi3a'RNEER UNTIL TWE CONTRACTOR NAS' E OWN 6T'6 PEO THE BETWEEN ROOF TRU66ES. NO. 4 BARB OR LARI•YsER REIAFORCiNG BARB THAT ARE TO BE WELDED SHALL ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST VARIOUS OMIR TI AND EGOLJIR�f^'1LNT AND TRAINEDDATA THE BEEN 61 S PERSONNEL,BY T rye BE Amb BAR$. ONE OF THE REACH RANGES SPECIFIED IN 0.8,B,C. SECTION IIM.2, AND AND THE OPIERATION AND MAINTENAiNCE DATA HAUL $LEN 81JGMITTED BY FOR TWO CONTRACTOR AND APPROVED BY THE OWNER AND ENGINEER. THE NEW TENANT SPACES SHALL BE N&LATED A8 REQUIRED TO MEET NOT LESS THAN 36 ABOVE THE FLOOR ELECTRICAL AND COMMUNICATIONS THE STATE FNER63Y CODE. MINIMUM BARLAPS AT SPLICES PER ACI CODE CHAPTER 1. SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED NO LE58 THAN JACKSON 15" ABOVE THE FLOOR TOILET PAPER DISPENSE" SHALL BE MOUNTED NOT A' DE MISNG WALL, COMMON WALL WI/ W'ARENOUSE AND %, 'IPFORCING STEEL SHALL HAVE THER FOLLCWING CONCRETE COVER LESS THAN 19" TO THE POINT OF SERVICE ABOVE THE FLOOR- (SECTION 11093.2) BUSINESS v i�� g1 PLUMBING 16 TO BE BIDDER DESk1NED. SEE INTERIOR DRAWINGS FOR .A_. FxTE &Lfh R-11B ERCA.A88 � � - HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES CENTER FIXTURE LOCATION& INSULATION &HALL HAVE A PERIM RATING OF ONE OR LESS AT WARM SIDE CONCRETE CAST AND PERMANENT 3" ON DOORS, WINDOWS, CABINETS, PLUR"15ING FIXTURES AND STORAGE (WINTER)OF WALL. EXPOSED TO EARTH (NOT FORMED) FACILITIES SHALL HA�'E LEVER OR OTHER NAPE PERMITTING 7910 S.W. DURHAM RD. =."f RACTOR SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY DRAWINGS OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT TIGARD, OREGON 97223 AND OBTAINING R!L'OJO WD PERMITS, CONCRETE FORMED AND EXPC7SED I in" G IN GRASPING, PINCHING OR TLU18TING TO OPERATE. T14E FORCE TO EARTH AND WEATHER REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER MAKE INSTALLATiONS 019 ALL IT&I6 N COMPLETE ACCORDANCE WITH THAN 5 POUNDS FORCE, (SECTION 11093.1 --_—� - - C;ODE6 ,AND REGULATIONS SET FC*r N BY STATE AND LOCAL. AUTHORITIES. CONCRETE NOT EXPOSED TO WEATHER 3/4" TENANT: T OR NOT IN CONTACT LLL' THE GROUND THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAISED THRESHOLDS tz;JBMITTAL6v THE PLUMISM CONTRACTOR SHALL 6UVIIT DRAWIN36 JOI6T: R-30 FIBENCILA-'!6 BATT$ AND FLOOR LEVEL CHANGES AT ACCES6IBLE DOOR WAYS SHALL DE 6K•10NNN4 PPM LOCATIOW, AI.DIIS, ANDA To r4E BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL IN 2 UNITS MCLOLK)HUN AND &00, LTER BEFORE 6TARTM WOW, INSULATION SHALT. HAVE A PERM RAT1W-v OF ONE OR LESS AT WARM SIDE HORIZONTAL (50% SLOPE). (SECTION !109.99) EARDLEY CORPORATION (WINTER) I.L:i.L. nr+o 1"'LUl'l91NCi� CONTRACTOR bHA1..L COORDINATE }PIP'ING AND EQUIPR••IF_NT CLEAR FLOOR SPACE THAT ALLOWS A FORIWARD OR BIDE APPROACH SHALL LOUMrNM6 UY O ACT TR.4DEb. HEcAT DUGjaLlq _ BE PROVIDED AT ALL C-ONTi40L OR HARDWARE, 3EE ADAGE t-IGUIRES 5 �SWNNET.C;OM AND b IN CHAPTER 11 OF THE O-B-S.C. &OMIT OMLRATIONS AND MA*MDW.IC9 DATA MANUAL TO OWNER AND ENGINEER jNns�OR l�ARTITION y�.,Q=_-R-1�bC)lrlD�d�Q$ FOR APIMROVAL. AND ACCAlPTANCE. -- - -- Date: 10-22-01 PROJECT WALL NOT BA"_' CEIRI PIED A6 6U 66TANITiALLY COMPLETE BY THE Scale: OU#eR AND R UNTIL THE CONTRACTOR WAG DEMONISTRAVD THE O AN b vATHDrawn by. DJL rlNOLN AIAND R�ALLIFT AND TRAMP THtROWNER'SF'ER.6CNHEL, Checked b JDA AND SHE OiWWATION AND MA9NTE'NANM DATA HAVE WEid 6UA'Jh MrED BY TIM C.ONT^ACTOR AND A PPR vVV BY THE UIL�R AND LINGINEER. Y Job No.: 010710 --� Drawf'ng No.: SPEC-1 DIVISION 16ECT ICAC DIVISION 8 DOORS AND WINDOWS DIViS{ON 5 METALS � —_- -- w �K �iLA tZIAL0 SCOPE Mo" MbTALLATM OF ALL 111" C.O IN MR'L.ETE AGC ORDANCE WITH ALL Como AND I�L.,ATAOh'b OrKOR'Tt`� BY 6TAT71>< AND i.Ot:.4l. AUT �OMItiTABI®. �MNERAL, ALL 91TiL:LCTI�A1. bTIEFL SHALL 81= DETAILED, FABRICATED, AND dti PROVIDE ALL DOORS AND WINDOWS A6 NOTED ON DRAWINGS. ALL DOORS M18CTAED IN ACCO 2ROANO WITH A16C MANUAL, LATEST EDITION. C TlbiCYOR 18 REb�'r7l�AlJLE POR!' IWINQ ALL NAlRCxSb1IRY l�Rai111N1Ob/ AND UL NDODUM 6HALL MEIAFT C44APtLW 13 OF THE i996 OREGON STRUCTURAL. Docup'AlRi1s AND " OOTAINMi3 MLllt'11T. 1lPEGIALT7 CODE. !!TBI ZURAL. AND ' VERIFY THA" ALL 6BIALANT /' CrAJLKI KW USED ARE COMPATIBLE WITH DOOR ALL STEEL PLATES, FLAT !GARS, $TRAPS, ANO 6T'R,ICTURAL SE(;TION6 - ?SNOW WILL M !4111A) DOG A LOW VOLTAM LOWHISANTERC4M OYOTEM ,AND UA NDCW SYVEM. SHALL BE ASTM A-36 UNLESS NOTED, AND A AW I,Y'4Ti!!K T'I'#I CONTRACTOR 6":-L COORDINATIli MTN TINANTS CCINTRIACUM AS ALL WINDOWIS AND DOOM ISHALL MEET "1111 iY CODE '*,ROCIRE MENTS. ALL TUBE COL.U9~M6 TO BE A-503: Fy 46 KSI. 8IlfM11' dilATAOhIIb Aap 1104ANTIM4M DATA MANUAL TO OIISNER AND ENfiiNLER ALL BOLTS ASTM A-301 FtyMt n1PPONr1i. AND ACCOwt'alhldE. 20M AM 1"AM& M �'ti WILL., NW in � Ab I IAN (ALLY C� BY TbIE ALL STEEL TO HAv{i= ONE biAo' COAT OR TO 15E GALVANIZED iF NOTED. SPECIFICATIONS I:IM Wit AND 016ftIM MM COIdT11t, CTO R 140 O K7MTArRrAIM TIM DOO" SHALL BE WEATHM-4TfRH�D 4 HAVE MAX. U FACTOR OF ASSEMBLY OF 0.20. ALL WELDS E10XX PER AWS STANDARDS BY CERTIFIED WELDER. 1/4" .iEIFET YA OM /'V "a A&C BOXOPW AM 1"AHM " 04ft" P IN90N AAlL, FILLET WELD TYPICAL. UNLESS OTWEPWO)E NOTED. TAIL7MA 00 DATA HAYN MM WAntTM My S ALL 00 C F.RTIRIED AC, 0FtPiNCt21► TO ASTM E-303 FOR 11 CFM MR FOOT Durham eta.,TOM OW G11'!1'MEWC1%om AND A D BY T111111 GINM AND 14 k. OP CXX" MACK AND MWT MOXCIFICATIANS OF THE STEEL DOOR ® 2 eurx►a�40391c� w INzfhl'n. • 12 of 62 t 1( h A � • .�wrw, • s. �1. al . ' - rri E 1 1 , t ou. • ,�1. ... .-.:;_,. .. :: "4 .. :. i 1 .... ,,. tae- ,. ',• j _ ,. 4.. -. ..nem F.. :: 1..+<: ,„� :: ,,: .:h;..,• ..,,.. /. I 1 1 II I I I, n , K, i '-,. it':C.,... J `• 1 �' , +`{,'LF r fi l Jt ll - 1 f �' U v W,p S S !.fwri E ® C D - C B A.1 A ■ L%. ' N IC® 1 - --- ------ I 41'-111/4 9025 S.W. Center St. Tigard, Oregon 97223 " -�_ I I - 4i -II 1/4' �•-- I ( i B OCCUPANCY t Phone: 503)) 620-2086- —� --------- ---- ------_- - ------ - ---- Fax: 5113; 684-3636 a o ri O � F PEN0MW bAP" ICOM. RIC4OM l�lC�IPTItlM / OCC. L.D. • ImA' 2°� SF " AREA* 101 SF. OCC.. LD. " 20 OCC. I.D. • 2 WALLS `JVD CEILING OF - }- TWE RECEPTION AREA , •••••• • • ! 6WALL T AS A COINMOORRLICTED .... ^• AREA■ 112 SF. _... 12" .... ... ` OCC. LD. ■ 2A��' �� j •... . Ol�ICE WOMIEN S ••..• r • • • AREA. 2.36 SF. _ _ '� ' �� ••••• •••••: OCC. L.P. ■ 2Z ■ MEIN'S �..... MR mI I COMPUTER e��91N '?.,•` U$ TELECOM. ROOM Omm 67 ORALE AREA■ 196 SF. FLOOR AREA OCC. LD. • z 1 II 1 II AL . s �F TOTAL. AREA ■------I,,b4 8F. - i i ii ONE DOUR FIRE RE618TIWE + + +I CONSTRUCTION. SEE 21/5.1 II ii FOR ASSE,IDLY REaJIW'lFNT6. OCCUPANT LOAD lD FIRST FLOM-CFFICE ■14mi 1111 La-um T rrT'1'fP'T'T'1YtT IIC 1 + 1111111 : 111111 I rg 1 1 + 1 1 1 1 1 1 1 1 1 1 1 1 Iw 1 1 4JrJJ:LL�J.I:■L1JJ.4d*1.__ ii REVISIONS: _ II I I I1-26-01' CITY REVIEW II 1 I I , 11 II II II II \ II II 1 1 . ONE HOUR FIRE RESISTIVE CONSTRUCTION. SEE 21/5.2 FOR A66EMLY REQUIREMENTS. CL II r AREAS 3I8F. 4b5 SECOND FLOOR PLANOCCI I . LD. ■ , -- ----- -- --- FLOOR AREA PROJECT: ALL 000100 ARE TO GE 3' 0"x,'.^^" lJX0. ^ i ' f'tlRST FILC�OI+C 4 _ - _ -- _ I o TENANT TOTAL AREA 9192 9F. IMPROVEMENTS FIRST FLOOR OFFICE ■1096 5F. FOR WAREH01U6E ■ 3,45b SF. JACKS0I4 BUSINESS ADA SAL OCCUPANT LOAD CENTER 7910 S.W. DURHAM RD. ALL CONSTRJCTION SHALL COMPLY UATW CHAPTER II OF TWE O.SAZ. VERIFY ALL DOOR \ TIGARD, OREGON 97223 CLEARAW-ES, IWACW RANall!6, ETC. FIRST FLOOR OFFICE ■26.5 WAREHOUSE •_ 1 /" TENANT: _ -- - - r-r 3-�• . M&OUC�F' AN (305) (1065) 't EARDL.E( CORPORATION 1 i I 81RENNET.COM TOW FAM r-�� , ' Date: 10-22-01 tr L_J ,j Scale: + t; RRST FLOOR FLAN " Drawn by. DL. Checked by: ALL DC0ft ARE TO BE 3'-0"x1'-V - UN:O. Job No.: 010710 aAa w SK WAU Drawing No.: FLR_PLAN-CODE CODS ANAL.Y8i� PLAN SYMBOLS --- u. .i.i co UNIFORM BUILDINO CODE, 1991 EDITION FIRE RESISTIVE REQUIREMEN16ONE WOUR A88EM5Lr STATE OF OPMOON STRUCTURAL SPECIALTY CODE 199P SEE 21/52 EXTERIOR WALL$ —.— — NON-R-4TEu - - -�•'+•+■•■•+-w-- ZONE (INDUSTRIAL PARK) —_ -------- --- IP MTERIOR WALLS--- - — NON-RATED EXITING ROUTE NTIERIOR DEMISNCs WALL --- ONE WOUR OCCUPANCY--- -- --------------- D S-i STRUCTUIPAL FRAME— — )WEXIT SIGN W/ EMERGENCY ••••r•:••• moon / IROoF NON-RATED Floole CONVIR _ICTION TY E--- -_. _.__—. -- V-N THE BUILDING Ib NOT PROVIDED WITH AUTOMATIC LIGHTBACKUON BATTERY �, --- --- — CUJE el6'RIPKLER SYSTEM !'SASIC ALLOWABLE FLOOR AIMA 8/DDO SF. SPECIAL RJSPlt:CTIAJs----- YES rz� - ------• ._..__ � FIRE EXTIMICit11SNER �y AA'... ._ :. :. '� ..—. ,. .. .. .. ACTUALWJILDNG AICA ------ 10,320 SF. ON ELITE OD61rRVATION WILL r9! PE1+�'•ORI'1E'D CODE PLANS i TENANT IMPROVEMENT AREA --- - 6,91H SF FiT fLc7UR 5,152 9F. BY NICOLI ENChMERNO, INC. 3/4 HOUR RATED DOOR ------ — ------ 6ECCIND FLOOR.. I,,rc4 S.F. SHEET Lim, �IMnp,n -- �� ALLOWABLE AREA W/ RrCIlJ1�AA/S ---. 16/OIOD SF. ou�►we Rd,>tiN " �" PEI MR TO WJE' 29W-00V0% 093 lM/#Ntra 11111111116, 43LAVAIMY� (' CLEAR FLOOR SPACE AT LAVATORIES EV,IILDRJG WEkSHT — —__. ____. 21, _... f'y NIMA It ALL MVS MIN ALLOWABLE (9Y LMING) - - - - I, } I Illi 11 f} ill 111 ll li fl 'I Ir 1: 1 11 Il I i}) Ili 11; Irt � s .. � , ,.,.. - 1 • !#k 1 I�/ f* 2f S t S@'�! 1!'J t4 Stll ��S 2�4 } '0 'ICb 11 1051 4' ,r : 1 3s f.j • X :[sP C 4 1 4� 1 rt I • 1 kX' Nicoll I / ! \ 9025 S.W. Center St. - Tigard, Oregon 91223 -- - - - _ -�_.�'/ \ __-' _ -- ------ Phone: 503 620-2086 1 -- _ -__.-- --_ Fax: 1503 684-3636 ROAD I �W. ---------------------------------- 1---------- -- -- --- -- --- ___ _____ _ 06 1 `\` • I - 16,507 1 1 TENANT sri REVISIONS: 1 1 - 1 I I ' I 1 1 1 1 I 1 1 I 1 1 1 1 • 1 I4. ' 1 , 1 1,• , I I 1 PROJECT: ■ ! TENANT I '':1.� MUMS�c riorr EX166 NO e�c� I IMPROVEMENTS i -D" x ism'-D7" ?I,BIQG 8F. FOR IV 20 Or-. JACKSON ' BUSINESS 1 , I I 1 CENTER • I + 1 7910 S.W. DURHAM RD. I0, 1 I TIGARD, OREGON 97223 I I ; I 1 TENANT: 1 1 , 1 I .7 — — — •. 1 �//•��UN AND mm'j 41 ►RDI-EY CORPORATION two SIRENNET COM `- Date: 10-22-01 i I . 5 Scole: 1 20' Drawn by. DJL I � I Checked by. JDA Job No.: 010710 Drawing No.: P—SITE i 1 -- Cp W. 1 i 1 f��:•i-.-.. ..1�"•IN. .r�..rrnr�.rwrrrr�rlr..r•rwr.Ir.rM.Mw.•ai•rr.rYrr..r�lrul�rr.r•..ri�.�w.r�rr�r r.rr.ra�r r��•rr-rr�••rte.._�_.,-�-_�_--�..-...,-_- __-,..._�_.._�...-.-.-.._-.__�-. -.--�.- _...-___�.-_.�____-.—_.._- •4 M + � I SITE MAN _VTE PLAN --- --__" I"•{O' SHEET 1 �urhon Nd.,reoo ow 1 OUP2001-00"7 f1 of 52 • �.. . . w6•t., � .raw. xu�r,m .e1 .M •rar�l•►IMkh11l1Y►W��lU+"F�<.,sY -1777 kk IrcTJa. i.. , .F ".., �'• Y .." _ _ �1, S 1 y� r- i , a ' �f d rw Ur V Off D D Nolcolill C C B A.1 A , t L 42-4 1/4" jgtLMT g:jn�oysmN-ro 902;, S.W. Center St - Tigard, Oregon 91223 W-1 U4 — I I Phone: (503) 620-2086 Ex1b;TNG CONCRETEPANEL6 Fax: (503) 684-3636 • 4J � 41 I I OPFIC OFTEN OFFICE Clow. _ ROOM RFGE1'TION J/�Yl Ju a • • A�40 03 � n .••••: • •••••• ALICN U)/ WINDOW A 1 - 4 " /yam®/tet `\rO /jam/ A ?O I Q •••• 1 MILLIONS�� 1 O ICE \ 1 N N VL 1 -) / • /• V2, •• O 2 a , foeCOFICE " ... 4.1 -- 1 4.1 � - -- •. OPFEN I Leeu04 ro GA-ir•UTER / - - -- - --- �' - — - -- - i i TELECOM. U- rI --- 2 ' 1 '- I'-bN •1 —i i • RC)OI"1 13/4" R- GA"ICE ; ; OFFICE n - �<yq�''r i w Le O S -- 5ft r - 6TORAGE �°N --4 ; i V I 1 1 I in II I 1 1 N � • - I 1 1 • II YL FVf. %111=T WALL 1 3J60 8F� 4040 AREST i COLUMN -� ' " — I5'-JLV4" WMDOW MULL1�1 FLOOR AND 6TAIRA --` ' ABOVE DAhHED r'T7'1'T'f Tl f r1 1 1 1 1 1 1 1 1 I I I li 1 I I I 1 1 1 1 1 1 1 1 i�d�i. 1 S. / �./ REVISIONS: �. - - -- - — ,� - - --- - _—I I D G ------T.9. BUILDING COLUMN RF`,/IEW C30 r ; ; 4.1 4.1 0+� o Qj II-26-01 CITY . 1 N — 42'-11 V4" I 1 11 18 GA. II w STUDS • 16" O.C. - I I TOTAL. AREA ■"-----1,164 AF. ' 1 I I i � TOTAL AREA ■-- 9,152 OF. II II 16T FLR OFFICE 1,656 OF. I I i i WAREHOUSE ■- 3,Wb OF. II II PROJECT: II TENANT II ii II II I I ; j o 4 I I I IIMPROVEMENTS IIFCO JACKSON C. BUSINESS CENTER EL ! •_ , . . . 7910 S.W. C'%AHAM TIGARD, OREGON 97223 TENANT: � McLOUG1FiUN AND MODIFYfiTGaEhRONTAND EARDLEY CORPORATION O.H. t MANDOOR \ AS NOTED 81RENMFT.COM i s v. "f -, XiYd..ik'A'YS7 L 5, ., , ��a `�� :: i T� .. ,. -. _. __._ _ _ .— _ --. --_–_.-_._.–_–_---' –_•. ------_ ---.v_=_ —� _ 5 1 Ali 5 , Date: 10-22-011 �1 • i � SCOIe' I/ Drown by: JDA WINDOW SCHEDULE_ - Checked by. ENK . . . - . TIM r r O UANDOW ID. DEOCRIP'TION 1911W RATING Job No.: 010710 1 1 1 ��.� Drawing No.: FLR_PLAN FLOOR PLAN- F � - 4 -D x 4-® Pik7[D WINDOW AfESEMpI.Y' I HOUR RRST F�1 PUN ._.. ".------ It's►" . 1'-A'` "-&' x 4'-O' FIXED WRAC >M ASSEMBLY NONE N II4N (� ?'-D' x 11r'-a" FIXED UAN00W A66Ef°1DLY _ I "CUR ALL UDORaA ARL' t0 BE 3'-tD"x 1' O" - UNrO, ALL DO0►Rp AMIE TO ISE 91-0"x1'-o" - UNG. ff �d DOOR SCWEDULE D .^ OR SCHEDULEWIRE GLASS Z'100 6.1. MAX. 00=44w, SIZE T1r`xE G1IEA4ltll"1IlJN II RATWO rte)DOOR NO, 61ZE TYPE D66CRUOTIGV FIRE RATING HARDIW14iE t .... _.. �'Mlllt•AT AL UNLDC 1!9'� KEY P°lMG1h1 t711ITbI1 UAN OUTER LEVER R+d'lULATEp METAL DOOR AND ill-SIX 1 O. I I TURN LEVER TO LOCK DOOR MWM INSIDE OFFICE. A&= DUTTON AT 1N6110 LI TVI ER• � � � x � -® A ME*AL PRAMIt W/ WIRE GLASO. I HOAR M�II IS AAAlAy b t�.0 _ . SELF, OL06M0► weed GAWSTiED. KEYED LOCK F�e7M OUTSIDE dFfFICE. Aleve x 1'-0" Me1S•AM MAL DOOR NONE U14.00Y KEY P1WI'I OUTSIDE WkW4 006M LIVER TURN LEVER TO LOCK DOOR PROM INSIDE STAIRWELL. A'4rx 111-�" AT SIM IS L�T Ti11 I�tlPll AT IN31i:�R LIEv!'ll! ^� 3',V"x 1'-AIIN A MlULATEp M111114• DOOR AND 6TA114MLL SIDE LOVER 16 ALWAYS UNLOCKED. ty •_• ,,• mC41 R ,1 YA 1l�iLOGMCaD. la/ MAL Mt" W/ WIRE CLAM, I mom rvWVIDE 6kIyNAbE A0101vE DOOR OTATR4 THAT DOOR TO AL L_, FLOOR FLANS L?Orr1 R I How TURNL.>E1/K1R t0 LOCK t2OC' It P HUM6ti'Afh11l�L!_. 1 1 SHOP f.^.Lf',7811HCA and tiiAl�4CLTED. REf"IAIN UNLOCIr.Et% DURRJCi lItJAINEBS HOURS. --.�' • • + � STAII111MILL M.M LEVIIA 16 ALWAYS U LOL•,K.ED. ----- -- TYMN A N NpN TM CSHEET ^ Duths."Rd.,7500 0800 Y � , +Au ff"MI-06397 q: ,...,... -...,....., ...,...,-...,,wl.......-+.._ -•—..,...._,....,_.. .._ ..-... ..., •.w, .._.....-.... .. ky°-nf.�7�n"k'lll�ftNktd4 M'.•al`•F ..I�1� _ d¢";'• 1- • n �1� � .,. -• ,, :.:, .. ,� •��, � cru�.� :'• y,.- q r>S.. '•' .- .• v 1*`R >S't�y � r�''�'R9`r"rY- 'q� t 'aY'";i.• r ,,,w -.a ,-•' . .:,, ,. 1 �,, �� 6. �.knr S yl��t� u�. 9 r f 92 201 LMMI Y ... go mom ;�lr,r'SIC 'tr+K`?!y�lM"K!d'i'y°?''WYjIM £M0piAwla 9ry,ca+ Y k +� ,:!��'t� �_.•.r.r�r�mm +y'�*n. H-'I'"riDC`•'"•�. e^ ,�y'�jt•i, r K �,.. .t , n9 J car}�ryp 1�+ t i i Ngoo 01 E I , , l . A 9025 S.W. Center St. - Tigard, Oregon 97223 i Phone: 503 620-2086 Fax. 503; 684-3636 OW-1 A - - - KTF I 1 I I•r � sees.. • I� I I 1 sees.. • I I sees • 1 • 1 FOOTING SCHEDULE I� (5-2 ' CALL GUT ... .. .. I sees.. . I TYP• + i f"AW TYF! �!'ICer►TIA� ' _ .. .. sets FOOTI 1 i TYP'"L CGNTM M F al"WO :..940 • • sees F-I IZ- x - TNIpC CANT. FOOTI►Xs (2)�4 DA1�b C.t71AIT. ••e CtJUM FGIOTM�IGM r1 I j r—------— `___-___ i b" x 1'-b` x " TNI l )�4 Y EID PR�f��, IL I ' _ I E 1 1 L___ 1 I I _ v �O Q ��5� Ci I Nr �\ i I�" TYP. I W COOT C0ETIE To 5E 3"0 a D 'r 1 I I I 3/4" MAX. SIZE AGGREGATE 5" MAX SLUMP. 11 I 1 I � I ! I I I t • I 1 1 (�Y151, i ___-_- , i COLUMN SCHEDULE 1 I I G - MARK an tyre I Spi '•I'nr 4 REY!SIONS: ---- --- --- — I I II I I 1 I ' Qj II-1C�-01 CITY" REVIEW ItA':sf y 1 Ir TYP. • 1 n I F-I I I I I ; • w,.l •�,�, - M � � I I I I }jti¢'•�.' • I » i1'�-I yr. I I I I • 1 I I I I t I t I-------= -. -- - 7-7-- - - --- -3----- -- ---'------------------------ -- .3=--------- Ur- PROJECT: •r TENANT .. , , IMPROVEMENTS PM ,1 JACKSON 1 BUSINESS t CENTER 1 I L- _J L_ _I 7910 S.W. DURHAM RD. _ 14 b 1/4 N ' /2 TENANT:TIGARD, OREGON 97223 TENANT: M&OL)G" AND GARDLEY CORPORATION WENNETCOM FOUNDATION / SHERAR WALL PLAN a I/4" • 1'-D" , 1 r S r„ukr r,y r,l r! r r t t , t G �` � '' k Date: 10-22-01 t'! Scale: 1/4 1 1—Ott ! a e V ,r•,f� ,:�, � � ',A �, � ,� 1: 1'' � Drawn by DJL EAR�ALL � HE��C Checked by. JDA '��•• e 1.a 'r.•.' i, f,4n ' �1�' J t �•J' [r 4 ! , .. ,. 1,` �'Yt '�yl: ,•�:. � ,„ I ..1 ,1,�1 h l y �j,4p. A� .1 •'..r, f .'S a":r"•s7r -r',.,:. F a I:� ! ,A• t'+n'r�r rev : - 'g' ,rt i+,,,j` ..M' z - ,er d,, ,�i-{:r:• IrN►'Mw Job No., 010710 r,r r •A" .d d§ 44 o;.,,.n; l 1 ...k.ri, .r: !. , -.a.,., •-., :, q � , u'�! a .,, a rsy'•s.. a, t •kY. {,V:. ;/.. ..�F.. .n r -,! ,. ,,.7, I I :k' .. ,. ":' t... ;IrS a. .. .: .• Y.�t r I .r. ,,,. 1. .., , ,r,,, �� , .. ,,, ., ,, r � �, .>, 4 .r �,,. �, r•`:, _ _ Aps DrawingNa.: FOUND—P „ .,, � z •. . t. � , :sees ,�., !Wk :� 3^�. r ;1 , T4MrC i1�AT}rM�l Tyr! �ACR101 1'1P!'! A!lOI+>OR Rt"EN!D. T1'P!� �PACM� DET ,. .. ,...,, ._ r - sees,. ,'.' �: J.I. �: , .. r'.,,,,� .. I„1 1.•: .. :�: '�' o.;:,Ar , _ I;q.� r .r'K, I ,.r .r .r.i •r rr ,q F � s! ,.Y.. � 4r .a •�- � F+OrTE . . � „�1 t� r,+, Z .1, ... �• a, :.. , .1;,.::( d .;-,� + : , ;:;',, •,Y �.�._. r .. '.'{ ',., S ,.,'{ '• r r u .. ','xl' ,: r..4',,'-"„r. .iz4. h. s1 k: 'I Y” t } � e !fro 1'Mcen b -o oma.. aoM.� 1/7 COX Idd Ad i OaG. bfh'IPSGN D/e TM�D'D b DeL STUDS,w� 's-, ,��.5..�1. `'.S” � C #' �!:'•�,y',�. _�•! %* !� ''C: F �•.:�3 •1:.. ,,1 ,'fi' q.,#..: W/ 1 !f�l.•�e,,�.} r5r '1,. ..,, ,O ,{� r,♦ � :! ,r i' ^"' �'-- T.vby If .a Tl 3 Lr NG7GV1 rG„ r: m'�4+''3 '}r jf. r(, �;:p! ,.Ivj. ,,'� ra"�iC;, , r ;�I, fir., y ar, .� ,,x "�Y at '; •'Y 1 c:•� _. _ _�._. — ' . ..,,',' ,,- .t., , .I. .: •_,.: _�:.. , ,... , - sees, ., ... ' d�},,'f Stt Akin ,3- » » N N » �., '', •• 1 K`�{ r� SIU - In CDX NO 1Oc11 3 OG. SI�1NlGN -I/s TNRD'D !! DiElL STUDS bro . I-ACDII 2'-** o�C 10/6 .rt , � 1 _ TY 3 r /� �.e` �/� 4 /+ /6'• 16"11 D O,C 204.2 3 ble me yes O/V. � �7� I� 1 ,¢rya, ,,..• 9 .r,�� ►� i I .:... ., ,ins. , .. „. n.;. 'u. - , Y(l. rf \'E• c- ', x-. 'P fir. r •.�.) Y,: » » » » » r N X e b/f T !! DIAL STUDS Hro 11Cl5II b •P1 GJ�C. 1Ol!►1 Rr ; 1�,� �v; r, AlU - � In CLQ I`IO bd b OkG le1f'60N E1lD'D " , ,r'f '' �• �; ��, ��,,,,,, „ ' I"'L.YiIo. I�IR1A 1!(.7p TYr. _ ! !NT S !p �� `� { RI`r� ti�a�r� tb:;a r r e.�,� z ��`rr«;� r "� _� S _ N� a ■ » ! e � N , M • _ ,k � Sc1 4 OAr. 6 �.. aT1JD6 !�/S • EMCl111 3•I!I OAC. ?0/b. » ��r - 1n GDk _ bA"1PSG1�4 1sro ♦ f1�!!D'D rl> 1^LTW, 102A "m T'Ir. ! E111l4RCI'11EI�R y " 1n .,...'. , . � � . . .,• , ..: ,i � ,�� ew b_ • aue No bay 1oC. NIS Dro"• 1*en •'-o• oiG. zo/5� � 1 l 'i��. - 1; �n ClAa�l�,n. �- y'M1'G • r ,'�' "AIR LS PLY110OC ) "ATi-IIN(3 TIN / 1� 1. PLYUCO D + "AR WALLS MAY EXTEND DGYOND H OLDOAN LOCATIO46 SHEARWALL PLAN b1'1EAR WALL 0116 3NATI" II` 1 EQUIMO FUR FIN16I-JIB. --------_- # 1 2. ALL T14EADVID PlGD TO DF. A30'1 f�UTED W/ 601POM K "SET" F.PDXY SHEET ALL EPDXY ANCIII 0R8 M9.0JIME 3. meei, FOR 1aamcx }d DETAIL "CIAL M eNCTION. NOTIFY DjrNsm Rd.,78W 600 NICL01 v*$NIFERM4 FOR e� ~, t INl3"CTIONS, 2 . 2 , sees : sees ..--�-. .;_. ,.', ",•;.-_.X .� , ... ..,.,... .-. .............«..er..+�er�w.,»�1.. u , ,..r,�.�*.L++"MfCoM6Yv6.l1IM'r�i_,..„nu• :vn�a;rya-c., ...�,,,,,.rM ,�( a • i J I � � :• f .,: ,.. sees, .. ,. .,... f {{ £ 1 'INO OCO 1 9025 S.W. Center St - Tigard, Oregon 97223 Phone: 503 620-2086 Fax: X03 684-3636 CE: D � E CD) C LJ 7:4 i � —« yr ..—. . . _ 1 � —__—»—_ /;��M•". r, Offs,!\ �A tL61 N: .t O �—I _ DJ - �`-.-"• » - --- _ „ ,--LOCATE .'01ST � � . r.. +E• TO`I OF SHVAR / r I � WALL CA II , ji =qP. 31 14” TJI L& -Ib" OAC. --ON— _ TJI DLOC.KING � "J•1 I bJ rJJ - • ALL BEARING iJ I _ _ �i I I WALLS TYP. II - 1---------j ---------I ; ° ----"--_— "— � I 11 �� 1 ' TA BLOGCING i 1 11 1 i 11 1 1 I + ALL BEARI REVISIONS: WALLS TYP. II I --------1 r-------- � 1 1� 1 II 11 1 I I , - 1 11-16-m1 GI7`r" REVIEW II 14 II ' °leis _ ' x • r — s►•;j I -- -- I 1 '� .. •- I e 1 I bi • 11 1 1 1 _�� _ I b • Ib" OZ, I »—•1 I - _— I LANDING I ------ ------------ POST UNDER TJI BLOCKING 23 --- --_'I�- '� i -- ALL BEARI _�..-_ --_- 1 -TJI BLOCKING PROJECT: - ------- --- 2 UJ.41.LS TYP. •� F7 ^_r ` i i _ _.- ti�« .«. 1 « b.l« • ALL BEARINCs »• -«-� , , WALLS TYP. TENANT �►°L _•_____ Rn-1 J 1 ------------ ----------- --•-----,L---------------_- ----- "_- J - IMPROVEMENTS _ _ ------------- ^-----_"__-_- __ --_--_---^-----^- ----T - 1 FOR JACKSON ° BUSINESS 1 j� • i � i 0 ° I 1 I 1 ' 3 14" TJI Lbs • Ib" OG. ; 1 CEIr 1 GR 7910 S.W. DURHAM RD: I 1 I I TIGARD, OREGON 97223 A ion %.rj--- ECcbb TENANT: SIMPSON ECCbb- i ° ' — M&WIN AND I — c.====----------------- - r r--i -1- l--, .r --. .,�� 64 - ARDLcY CORPORATION II 1 I 1 1 i sa bhR WT.0 m I I �� ' v I JI 1/1" xl/4" TINDERS------- --- - - ----- -------- r 1 E Dake: 10-922--01 RIM NAI �) �d To 5 Scale: 1/4"=1'-0" � BOARD AT OF 5.1 l3) Tlhi�lER STRAND L AND BOTT. FLANGES -- _ ?OP Drawn by. DJL i i Checked by. JDA � I �MIMA PUN 2s Job No.: 010710 i 1 1 � �►E��G1 FLOOR FRAMING` _........ _ v4• ' t'-o' V4■ V-®" r_ y� Drawing No.: FLR_FRMG BEAMSCHEDULE 1. 2ND FLOOR "ATHMG 3/4" PLYWOOD W/ APA RATINGS 1 -- 2 DIAM4RA 111 NAILING YO BE IDd • b" OAC. EA. WAY 12 O.C:. s' FMLD NAIL. MAWW vgvs ►1 ,�e M YS it 37c r�M Z FRAMINCt r 1 F1 : Y' - SHEET P . 1•) )Z� x `' _ - Z Dtmm"III TOM KA00 ++ 2 * 3 3-0OJ9i - s ®UP '✓y y r ' x !r;i I �ImIrlll l!li�llit il, ' ll! 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Center St. - Tigard, Oregon 97223 Phone: (503) 620 Fax: (503) 684-3636 EXTEND GYP. BOARD 12' ABOVE W6MD DED x ` • 16, O.G. vFX 8 • 16” OAC. I HR CEILING GEILM�c -- IU/ 1/1" 1'LYWD. LID --- -- �—.��,�_.--_- W/ R-21 DATYS SEE t:•RTAIL 21/S2 ------- ----- --- ----- ------------------------- ---------------------------------- ---------- - ---------------------- % -------------------- � • i I _- I,_ it IP IP r 14" TJI + 16" O.C. .. ...: .. ir► ih t M .. .. 2 x 6 REST OOM - _ - - 5'� I^1• 'f/ R CEILING UJ/ 6 v �G E'F Oy` Milk GYP&.lM "ATWING ---•-------------- ------ ----------------- 16 ----------------- -- - ---- �>. _ 2 LAYERS 6/r3" �..�...,.,. 8ub110ENDED S � ,587 TYPE X GYP. ,� � t SHTG. SEE 21/S n CE IL MG r � a 1 e Xa016" OZ. �q G n - - WI Milt GYPSIM 90 N. K . SHEATHING 6" - la GA. STUDS •r • 16" O,C. W/ R-21 COLUMN BEYOND -�'� � BATTS 2 x 4 • 16" OAC. W/ R-t% DATTS -- - " V-2" 4'-b" II'-3 1/4" I 42'-Il V4" _ REVISIONS: — . MCTrON All-26-01 CITY RREVIEWSECTION . r I INR GE I L IVCs SEE DETAIL 21/SZ \� // ��_ � � , '� �.-�,.... .� ___...�. ....._,� -._ .....�.._,.,.....�..._.,.�_. ._._.,.�.... .� _..�..TMs...-,.-.�•,.... �" -. .-..__-.--------______.--_.____�-------..� _._..__....... ----_.____-- -__.-.w_._____---• -..__.�.�l..� --�-� L�C- -r�.J�...rc>_ •� _•---,r.... ( � I� I � 'j ii �' (i ;; ;' I �' it �� PROJECT: ------- TENANT �•,� -- 1 x 4 TR1i'! --- - - -- - - - - - I IAAPRC':/E�"EhI'?'S EXT& ROOF TI�L~8 a 4i UN R-11 ISAT'T'S 2 x O • 16' OZ. FOR W/ R-2i I Wit WALL JACKSON 6'- 11 14'-I" SEE DETAiL 21RSZ- BUSINESS CENTER 7910 S.W. DURHAM RD. TIGARD, OREGON 97223 211 IW R 21 I M -- - 14" TJI • li" + A 13EcottD 1�LOc?R t.INI� ---- C^ , -------- TENANT: — ------------------------------- - ------------------ _---------------------- �- ----- -------- -- ------- -i- -,�._ -r- r-r .� 1 . i I i i \` r�r kaa �%11 ---- ___ ARDL.EY CORPORATION r--) ztk� i J i �� AND ■ AM COLI -' r-r -,COLUMN -� CXX N 6 • �+r i 11 E _.__. BEYOND r_� r 2 L R6 5/b" - �C -------- �INC LME �•�_ — SIRENNET.COM r_r "X" GYP. k ( I --- -r_r SEE 2A 1 OTA 1 _ If_ 11,1 I - -------- i4 l STAi1l9 22 R16EMS • 6 /64" , _ \ '1 ''► 1 21 MUM • • Ib6/i4" � �-_-r r I i � � � ■ 21 TRIADS � 11" /� • � i ?O ti'READS * 11" �� ! 4 �" - is GA STUDS t Ii �-� BEYOND Dote: 10-22-01 1 » » I -r `�• 16' OZ. UP R-21 -8 - S.t 1/411=1/-opt . // _ '" ,� e�TTS �, - _ I Scale: Drnwn by. D JL —� r � I Checked by. ENK Job Nc.: 010710 L J_r i rawirN .. SECTIONS S i >, '�,)'t '. �r '1; .p"' �•___�...'...._.� !!/e" TYPE ti`r'e. SNTG, " " '• :y4" a�'-4 Vw i� ELEVATM SECTIONV4 V-V . ► , TIONS SEC I t , i F kJ t !a ny i .• SHEET , 1 DurfWnRd_,7000 0800 BU t a � P 001.00>lN7 IL4, : , 1 Aim" so or 92 �Y "q,,',x�,1 ''0''^ 7 '�j(:�y`w'�''y �:,�"i`,�`�.�F41`•' -1 t;l� �'e�'1'i9,�J; rht �� t x y � 011 MA f �>. ,. �t'S'r �' X .1,. R� rj� '•�iJ;r 1 ,a1 :��i �-�ff 0 L' , A 4' 1 - -..'... ,1� a tr -----{ I/?"o WANCRAIL Nuicalle 1 v�___Ibd • r i' OG - 14' TAS 1 1/2■ mes IOd NAILS 6TAGGEIAED-------..` PLYli1DOl"' - / - �-- EXISTMOb 1 V2' j 12 oz. I CONCRETE WALL -- _-- --- — ------ Iid NAILS • 16" OG. 9025 S.W. Center St. - Tigard, Oregon 57223 3/4" PLYWC), 1001 NAILS • 6" Ore- Phone: 503684- 3636 3� 620-2086 TJI BLOCXGNG------_ a �50-- — _ 1{ i -*d • ~• OCr'li (2.) 16d NAILb BOTH --- ■ w� - ---" _ 14" TJI L65 SIDES OF D_ocrll x inl 1 M �j- lid NAILS • 16" OCG. I STAGGER EA. SIDE OF WED �•- -Z :AYEl4!$..'�/8" TYPE R-'�p�j�,l �� ' 14' TJI----- "X' GYP. "_ATW"YdG_ • 48. OG. C-45L 2 x 4 Top t (2) lid PER STUD DOL ? x 4r- DDI.. 2 x 4 'UF' le TOP It •• • (' ..... - (3) TII'1DERATRAND l.SL . 181 EATWING PER � \ STRWAER6 W/ 2xi RE IPF. :0... •..'. 81•EAP WALL OC•I-CD(,h.E -,b/w T'rm '�c' GYPSlJm W/ IOd AT 12. OC. STAGGERED SWEAT WW. •. 2x4AT16" Or_ •�4••. •' to MIN.CAI' /E�` •� ��' ' .J�9 ...., 1/2" 'PL Y'U OOD AT UNDERSIDE ROh'1UE PWOFM DRAFT $TO" OF STAIR STRINC%ERB d AT ?4' D.C. R'1 !A'-O' OCG. MAX AT 10 AI5/8" MOV 'X" GY106UM SWT0s.-- AUR GAP - - �. /�._/� ��./�� Q UNDER STAIRb AND It. SWOP. lye 16 .� * STAR �a N � n3 ION AT CQ% WALL 'T10N � FLOM EX _ 4 SECOND FLOOD 1 WALL. C*NNECTM • TAR WALL. �' 3 1 VI'-1'-1v" - 11/2'-Ir®" - I V2'-1'-D" 1 I/2''■I'-m'r I - TIMBER STRAND STRJNCsER W/ 2x4p EACH SIDE (NOT2N1D FLOOR WALL 6WOWN) i i �_ DERE OCGr.JR5 1 ---2x4 PLATE_ NAIL V lief 3/4" PLYWD. { 10d NAILS • 6' Or- 1 1/20 MAX. NAILS AT i" OL. 1 fix •MOVIDE 15EVELLD I — - --- — NEI'15ER IFIF�6T�AIIRS - --- - -- _ REV18i0NS: -- M TrOER ARE M—C r GLS ■ /—� � FOR STRAND, TJI Iib DLOCKIW3Qj 11-26-01 CITYREVIEW OTIP60N Ul2t0 WANCaER r AT EA. STRINGER -- _ 2x4 P.T. PLATE 2x6 JOIST AT 16" OAC. �3) *d NAILS (4) V4"♦ C.rOW-MTE I V2. MAX - UW 5/8' TYPE 'X' GJJJJD. �_-- EACH SIDE M AMCWORD EVENLY SPAf,,ED {SEAM '-_____—- -- \ o S �Pr}�v:,JE NOSWS 11 ___"-2x& STUDS AT X16 m OZ. �7'r..,:'.'i f {;,e'b y.r'1•,-..:.. r,�, l,frnr .. "i.n{".�C4y t„ji}'IM .Y F'.rl,^ 6ry. :Y+.'Y -M .r 1 �, ,�R IF STAIRSMM 5/8■ T 'Il' V.YY�. ARE WOOD ��' — 05L 2 x TE 6LA15 TC.`'�' 1E `'JI L65 JOIST ? - - 2x4 DLOrICING-- — OPTK �3MG �lS AR wALL c�R PROJECT: nc N0 i b/8" TYPF ■X" YPPil" HNTrw FLAN MCs WAS.L PER UNDER STAIRS AND M SWOP-' ' I TE1 DANT IMPROVEMENTS LO (3) TIMDERSTRAND LSL STRINGER 1M ' a�;w, rqlMvs�tirptia��u�:i�: r _4�:'•mrrre�3�:�w�r�t lW 2xi EAC•iy0 SIDE (NUT SWOIIN) JACKSON BUSINESS �IEC:��ON N BOTTOM � CENTER I b3ECTOON AT 'A INC �T�ON AT TCS O� S'S'A 2 WALL CONNIECTIO�N 7910 S.W. DURNA41 RD. 1lre•-1r-o' 1"•r-m' 11/2'■r-0" I I/2"■r-m° 11GARD, OREGON 97223 TENANT. 2x4 . 16" O.C. _ - M&OILKI" AND 3.'4" PLY11R7.• • •" , `'lid • b" OZ.. lid • li" OZ. --? x 4 • Ib" C EA .. CORPORATION EX16T!Ws 1 1/2" 1 *d NAILS • 1?° OG. „w�xw(u? !xrl, ----- ANO CONCRETE UTALL--� ___— IOd • i" OAC. Wd RNG SWANKED OR SCREW FlNET.(:OIN ---•----- ---- SWANKED NAILS • 6" O.G. -"-" Date: 10-22-01 3 --- TJI tat OINIQ 3 I/2" x14--�- �~ ------ ---------------- - --------- I Scale: 114."=1'-0" :. .. ,. FARM-IW -1 I/4" TIMCSEIQ STRAND 1 IM OAPUM:OTRAPtD fid �• . �� RIM DOq�p RIM dO.c�RD Drawn by. DJL :. l�.4raN aim1 _ -----_TJ! � bi-+ Checked by. JDA . � � --- ---- (2) 1id TOP AN Don'. tJob No.: 010710 . 14" TJI LiS 4! L10 Drawing No., P--'dtI 14" TJI'S ------ --------------- ----------- \_--44' TJI Jd4T I j r StMIpSOPI -- Q , IMAM -3 ----NAILS PER e44EAR �+• 1 ; IT'r" 5 314 N2SEISMIC T'1 WALL t!CWFDIA_E i I AT EA, JO16T ��~ - 14 TJI Lib / r , x 4 AT1lD WALL . I BWFU14LL �. �DI,ILE PER DNA" I" MIN n6j" Ab SHEET DUALKA ___.__AT WALL WALL TO ALL DUAL '• '•, , '` � a�Rd,7e00 moo TW' -ME; >.wrr" ,..A�.-, ws-s��r.�rIi "UPM11-001 7 { Ire°'•I'-D" i Irl"■1'-D" I I/2"R1'_®" 5A *W * 1 S1 sa W _ r• , s : r, , r lt9y { ,t n� h} r *rx n MF;rt;�'i P'r+_r,.... ,alar s•1:'m.w- " •r }r:. r ar a-,"- re. � rY P l i • Y IMCC22910K IMF 4 4 a`. 1: v-r� I J:ry ml - N lco I 81MP6ONINIZ P /�- FXiBTING 1 1/2" _____----- - NpOw- 16d • b" OZ. ITT314 CONCRETE WALL-- ° — 9025 S.W. Center St. ligard, Oregon 97223 ? x a • Ib" OL.- - - 3/4" PLYWOOD IQ9d • b" �� - —� Phone: 503 620-2086 NOT�'---- SEE I O 21/6.2 s -�-�\ ---"--2 x RIM 150ARD —-- SEE I ON ?e/S1 y Fax: 503 684--3636 - _- - - TJI BLL I4d N OILS T p - -- - l3) ftod NAILS � , b" oz. - F3r-*T PER SC WEDULE - -- / _A.--- ----- PER DLK - -- L 4 --015L 2 x 4 TOP IL' _ -' gIP'4F'SCJN CP346 OR C:566 TJI L&I5 —TJI L65 _---- ? x b NAILER t- SAW CUA • ----BI�ILDING PAPER -- PROVIDE DRAFT \� • COLUMN BASE�04 x 12" LONG ` TJI JOIBT9 STOPS • MIG. �f EXTG. • 3?" O.C. GROUTED -- -- --- :...:. ,•• SECTION OF EA CONC. SLAB • / 45' SOFFIT INTO SLAD - --__--- \ 2 x 4 DIAGONAL'' G -- DBL 2 x 4 TOP r- • d "- i - -- 4 . .. . . . ..... 1 4 - d PARALAM 2 x 4 NAILER' -- \ " p SHEATHING PER •. .. SHEAR WALL BGHEDULE .• - .. • . NO WALL 1 BIM ••••• , .... 44 k _._-? x 4 61UD6 a d Q d d 1" MIN. GAP -« .w., i • '. SEE I W NOTES _ ••••• CN 2V52 SEE COLUMN PROVIDE HOFtZ. DRAFT STOPS FOOTING SGHEDULE' _ SEE FOOTING SCHEDULEEVERY 10'-O" OG. MAX. AT--__-----'-_- - I" AIR GAP 72 V3 12-hfg CCX.Lm X00"nNG [ UAJ. "T 'TO MAN CONNECTION TO WALL DETAIL 1 1/2"•I'-C" I I/�"■1'-O" �— I I/7"■IF-O" -- D5L2x4OR4x4 ? x4 . 16" OZ. ----? x 4 • Ib" O.G. NOTCH EVERY OTHER STr,1D AND EXTEND DOWN ---- - --_-- ? x 4 • Ib' OZ.-- -`-----SHEATHING PER 61-SEAR SHEATHING FTO 50TTOM CHORD OFER SHEAR FLOOR JOIST REVISIONS: WALL SCHEDULE WALL 6yC4HEDULE IMF-' SOFJ P.T. 2 x 4—�..,, Wd • Ib" O.C. SWD2AIMP OR HDBA -- -"ANC"OR�', PER SHEAR TTP. J--- ANCWORS PER SHEAR - _-_ -'-- 1 II-26-01 CITE R- ,/IEW SSI P'� • i�/r-- WALL SCHEDULE \\ WALL SCHEDULE IOd • b" O.G. of 26 SAW CUT- SAW CUT-------_ i - �� • /04 x 10" LONG ,_44 BLAB�4 x lo" LONG EXOZ.TG. • 32" O . GROUTED EXTG. • 32" O.C. OROLITEU INTO 6LA15 CaNC. SLAB ' �--I 1/4" TIMBER BTRAr�D a TJI L65 JOISTS 1 - b` ' RIM BOARD i '-2 x b • Ib" - a7' d a -- --SHEATHING PER d • • DBL 2 x 4 TOP P_ATE� SHEAR LUALL BGHEDULE (2) 04 ®ARS :ONT.-- l?I •4 BARS GOVT. 2 x 4 • Ib" O.G. -- - PROJEC(: 12'9 TENANT v'V-V Vl�W -- SPECIAL INSPECTION REQJIRED a"MCIAL INSPECTION REQUIRED IMPROVEMENTS t FOR ALL EPDXY ANCHORS. F=OR ALL_EPDXY ANCHORS. JACKSON BUSINESS CENTER /0� ROOD t�ONN TION _ r2o_% TYPICAL SHEAR WALL HOLDOWN 17 CONT. R001INCA DETAIL DETAIL (00llARI R L 7910 S.W. DURHAM RD. 1 1r1"■r-0" 1 1/2"■I'-m" 1 1/2'101'-0" 11/?".r-m" ; TIGARD, OREGON 97223 -- ---. x----12) x 1 1/2" WOOD SCREWS FROM STUD TENANT: --- ROOF WEB TO TOP AND BOTTOM CESS ---OF EXISTM TRUSSES - _._ � � �---� McLOIlOhiJN AND ' -TOP Cl km �. 1 HCS�R WALL. ' � � -6"-)A GA. METAL EARDLYEY CORPOHATON Ibtl b" O.G. � � AND OF TPBM---,v R-21 B ATTd GA FILE Na UP 31J0 OTUDa • 1611 o.G. SIRENNET.COiN ----------------------------- ----- �..- i -- /A" TY----me "- awe. - _—_---- � 1 "-20 GIA 6TUD8 PLACED A&AM T CtYP81R I UTALLPFOARD, WOOD 8T1.Jf�8 — -� SEE DTL ?I/5? -- _- — ---- ,-- " �-'w,,-�' ' � AND 24/51 b -20 GA TRACK--"" RAC:K.— TMft BLrYOND AND IN Fri 0040 ND SlMPSO1`1 8TG i 1 W/ (I) #6 OC41M EA -' ONE LAYEF1 5/6" TYPE X GYPSUM WAI- BOAFZD OR VENEER BABE /4PPLIF'D CLIP --- Lao TO STUD � "-2V c+4► + � Date: 10-22-01 PAF'YAL.LEL WITH OR AT FIGHT ANGLES TO lcAC:N SIDE OF 2 r. 4 uk70'D 9'i UG'fS ?4" O.G. i i Mp�� WITH 6d C:CATED NAILS 1-1/8LONG, CAPS15 SHANK, 1/4 HEADS, 1" O.G. UU4LLBOARD -' ; Scale: ?) � WI'�WA • Ib" O.V. 1�f/M�.•� T� 11"i/•N.A� if 11 11 _ .— . D TOM A S At 1 U STACsGEIR JOINTS ,.. 1 AND 12A6 WOOD SCIlEItIS AT D�PTt C�� NAILED TO TCK' AN dO T F'L TE r -----..___---------__-- _ .----- • LOAD BEARING) C Ibd • b" o.G.-� ; ; Drawn by. 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