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9650 SW TIGARD STREET-3 TFASJOIST ATWN THINK SAFETY --- READ INSTALLATION INSTRucrIONS BEFORE PROCEEDING I Indicates tes eontinlJwe a rows of a t Jrut b by manufacturing requi rod for lateral support do- ilg truss erection. See sec- -k: riots 3 F 7 t o >t far els and .�-- instructions. cLcr-#R S V'&t4 � s' �� r-y--=,...,._.....--,�.._-••�-.w...�_...,._...-...._...r._.:� .�... .. .w,..�..-..... -...-'"°.' �•a ri. ..w..+-:.�' -'ay"°"^"r.+M-•+.+r.��..ww ,.•.�.►._ ...w.. »_._. .. ......• ..,....... .. �r_w .._ f i f I ; I M�K v►�i T � l w ..._. w r •v. �t 4 s i TM fi�1 Its GA. NAILS } l FSI. Sfi TJX(.0,5 JC,ya?" i # f iMlN. (31 MAILS I E ACM SIDE, 06 I } Y J �• L IG H END OF OPEN --W E S L ��r�_� ��M JOISTS WILL BE PAINTED .� ... . ...._..- :.. .._....q..... �y M.-..,.._., ..,_ . ��• „~Mi� .. 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M. N) _�_...r. �� -.-.._._ _�•�r ____.,._ . yStrltsY L" 000%. 115%. SiQPo - ` -- __. _ .� ---__ _,. __-. — #. ..._�. . _.� ._._rid. i �,,r: "� _ j , ,?�►• ,' apart of the7f�US JOIST Purchase Agreement .-- r Lewdr Wit, 1t1 � L) - _. -_ - _ �+4 1..1. �-�.J _» ,_� _• Approved LAM I_v Totat L►ad (psi - low, pit M IcA0 z LAM LVL) / k ren t ._.-._...ar-..._,...� M+.w«....,ry,�-.,.......__.._. .._....-_„w-_••--_.•_.-_,-_..._._..—_..r,....._.....,_.... Y_ MRO-1�1/.. swing_--� coo Jobr dam .. .. � .. . ,"5� " ".•.. � _.� !_ _ _ _._ _ t;,kor Spon t3imeanFion ----__._.�-. «,.._.._._... ea ► � � . .,.._...____....._ . ... . � 4 ti tt N AEOUIRF-D THIS TYPE tiers r M;i� _..._. 1�.._•.,. 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Owner — _ Lot # Builder The following Building Code deficiencies are required to be corrected: T- -�v�?�1�y11� -1---- �' VJ - - Presented to Approved Inspector ACL -d Disapproved Date CALL FOR REINSPECTION YES l_I NO s CITYOF TIfARD No. 29971 13125 S.W. HALL BLVD. P.O BOX 23397 TIGARD, OR 97223 Da r Name Address -- — I -COt BlocklMap SubdivisionlAddress Permit 1M's Bldg• Plumb Cash Check Sewer Other - Other Rec. ey" Acct. No. Description LAmount 10-432 building Permit Fees 10 431.600 Plumbing Permit Fees 10 431 601 Mechanical Permit Fees A 10.230.501 State Bid . Tax 1 10-433_ Plans Check Fee — 30-443 Sewer Connection - `- 30.444 Sewer Inspection '-5l-4—ad � Street Syst. Dev. Charge- 52 449-&j 0 Parks I Syst. Dev, Charge 52 449 62U ParKs II Syst. Dev. Charge 31.450 _ Storm Drainage Syst, Dev. Charge — —' 10.430 Business Tax - -- -- 10.434 Alarm Permit — — 10 227_ - 1n 455 Fines • 1-raffic/MIsdlParking� 10-2230- CPTA Traffic/MisdiVic. Asst. �- 10.456 _ Indigent Defen;a `�` -- 30 122 401 Sewei ServicelUSA — 30-122-402 Sewer Service /City 30% --_ —_ -- 30 123 _ Sewer Sevice/City Maint. --- - 30.125 _ Unmatched - -- - 31 124 Storm Drainage -- - 40-475 Bancroft Prin. Pymt. - 40-471 Bancroft Int. Pymt. ----- TOTAL WPARIMENT COPY �r s Washington County Fire District No. 1 City of Beaverton Fire Department ',�� Tualatin Rural Fire Protection District February 17, 1988 Greg and George Mull P 0 Box 252 Beaverton, OR 97075 Gentlemen: RE: Data Safe, Bldg. 9" (;73B S.W. Tigard The submitted plans for installation of two access doors are approved as submitted with the following condition: -a Knox Box system be installed in accordance with Fire District regulations and requirements. This will house the keys for the locks of these two doors if the doors are to be locked. If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN RURAL, FIRE PROTECTION DISTRICT r / -7 \ Gene Birch 11 Building Official >sw Cc: Tigard Bldg. Dept. Inspector Ray ®' raalai* fine Ao*d P 0. BOX 127•TUAL.ATIN,OREGON 97062• Crer, mid (;Ptlrr.e M1,11 P O So-, 252 rel,%ertcm, OR ')7075 Gent-temelt: RF: DrItn r,•1fP Bili I(Iilll, 97'8 ';.W. 1'it:nrtl T'tIt :11. ft'r Ihr, twt, N,lullc hnvr, h„rn ,+llhnlittt?cl to Illi'-; ffit'P fill rf'viv :1111 :11111tt,y:ll h� Fill' snfrt_y. nS thew ,:v,tems onlY it is t I,n lriPrrr) n 1,1l t 1:11 IivotPct Ioli ,YstPm, 11,11f.cll'm Bill lflillu: I;t'clr1, in this port icninr c:1�K , Ielluires thnt the entire hliltlinr: he III-fitrf tell 11It1- tri III- I;wk A llll nini;s ill thr, t'xtt•rif,t ':t 111, tort, (17111fl,lnl P1111011w tt111^ rrr �it(ii(h) ;hillitit,tlnl :Illt,r,lll:ltit fiCP l,l'tfttttIV11 WI I1. tlr,i t tit. ill•,tnlle�l ill Il),, h,filtli111 Ill f,11,tr,11 11 11111111t"hllltt , T I:R,fet m� .Inllunr� 1 t , lnst7 t+lnll tt,ti�i1,1. lelt.ec, nl,;t, 'at•lli.lu'. "111 Illi•, r"tin i t rwetlt . If I r•lll I'P 1,1 filly IitIIIll,I :1-;! ilgl.'111t:e Its l,'t„lr P:l-;e frrl flr'r, Irl .1.11 nw :It r,49-R;77. Sinr•'tP1. , 'Cf'A ATt RI'R.1I I IRI- '1tOf1'1'f1nN l►1'�1'R11:'1 �irllill 1',1 I in1,, X11 f it_•inl rt T'it:1t/1 R111g, tlel,t . Tn.;Ilectclr Prly Jst•tc Bnrnrtt N raa4ztilt )%r fi� P.O.BOX 127•TUALATIN,OREGON 97062• December 18, 1987 Grep, and George Mull P 0 Box 252 Beaverton, OR 97075 Gentlemen: Rr: Data Safe Halon Protection Plans 9738 S.W. Tigard Street Tile last few days I received drawing one of two drawings for the Halon syst.em proposed by Cascade rice Safety. As this is a partial set Of plans, I cannot conduct the plan review. Please forward sheet two of two fur these plans to this office. Additionflll,y, this nffice shnuld have three sets of of.anplete plans for review. One set is retained for this office's files, one set for the City Building Departments files, and one approved set f,,r the job. As soon a5 I receive the tldditional sets of plans and the second sheet. I will proceed in dclinl; the Plan review. If I can be of any further assistFlnce to you, please feel irf� callme at 649-8577, SincP.rely, TUALATIN Rt1RAL FIRE PROI FCTIO DISTRICT 17 Gene B i I ell i I I Buildinp, off i-ciai SSW cc: Tipard BUII(Iirip, D#,It . Inspector Ray Jerry Barnett i ClTYOF TIIFARD OREGON December 18, 1987 Mr. Gregg Mull Covesco Inc. PO Box 252 Beaverton, OR 97005 RE: 9650 SW Tigard Street, Permit #6921 j Dear Mr. Mull: I Your request for s variance from 'JMC 710(h) on the above referenced project is hereby granted, with one condition. A portable ladder of sufficient height to access the roof shall be maintained on the property. The ladder shall be accessible by the occupants. If you have any questions, please call me at 639-4171. Sincerely, "rad Roast Building Official j cc: Bert Parker, WCFD #1 e_a/2350D 13125 SW Hall Blvd.,P.O.Bax 23397,11gard,Oregon 97223 (503)639-4171 — ----- — MNUILMUUM t w AONkt TU44W1L fi�v P.O. BOX 127•Tl ALATIN,OREGON 97082• December 16. 1987 Greg and George Mull P 0 Box 252 Beaverton, OR 97005 Gentlemen, );.ita Safe Building 0738 S.W. Tigard Street FMZ 253A-294-000 This .letter is in response to your letter to Bert Parker, W.C.F.D. '7c . 1 Fire Marshal., received the week of December 14 , 1987 in which you request a variance fi,m tho requirement of a permaneat-moue ladder to the roof. I respectfully submit that the Fire District is willing to give this allowance provi,ied that a ladder is provided on =..ite (inside an overhead door) and is readily- accessible Y(,- use whenever access to mechanical equipmen' oil the root is required If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN RURAL. FIRE PROTEC LON DISTRICT Gene Birchill Building Official SSW rr: F.M. Morss F.M. Parker Inspector Ray Tigard Bldg. Dept. w w 2445 r'.W. Tirher1irv.., Dr. Portland Cr. 97225 rvarv+pr 10, 1.9P7 Prad r,fficial city Of 'rigarcl "`Jar rd Or, 97223 Prad, ('n our latest insrPcticm(l1u11 Rui.ldinR Wition, 9650 S.W Tic- aro rt., N-mit 4 6921)Cporc*e steel informed u.^-. that x-v are not in amrliancP with I'M 7101(h) rmmirina huildincm with rm!tcF MIC units to he eclui.TjW with pnranent structures -mrVor modes in itihich to Timms the rmfton. TInfortunately, dues to tnF semitive nattirn of our renters hu^- inegs, (hic'h security strr of macmetie cem. iter tare) any lacIderi: rrrmted on the •ire •i- the btiildinc, or hatches thmurih the rroftcp ore nrt feasible for these reasons, 1) . Pny Fergon coral.0 cl irfi tir such a lMcler, tlnzs erx�- rmmisinr the various alarm systems in the Hiil('i.nq. 2) . R)Oftq-) hatches vmild here to an thrmi.l; an P" C=C-limr milinro Ohich is not rxi sihle r"-7 d"P to its+ orPstr.Prmee. ccmgt.ruction. There.fore otu cmly alternative ir, to se44-. n variamro in the he ,rs t}-,at vouu will i•,tive the rcxmirr tg of TTIC 71) (h j . `=inaerely md T rnrrnsFondincr letter has also been cent to Pert rnrYer 01 for review. r. ✓�,�/ INSPECTION NOTICE City of Tigard Building Department i ! f O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspections Date Requested __ _----t—`--=--cam—_ Time A.M. P.M. Address / �—�r—• Permit #j c Owner Lot # Buildpr The following Building Codedeficiencies are required to be corrected: T L—zsr-ee i P—"-w u�••" ate==4eei.z" L_ GLS v �, i �::✓r Presented to If--II APProved Inspector l _ - Date Disapproved �- - � � �> '� CALL POR RH;INSPECTIOA' F1 YES f-1 NO i arf OF WARD 2 7 /7� 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD, OR 97223 i Name Address r Lot Block1Map SubdIvlsIon1Address Permit M's Bldg. Plumb Cash Checn Sewer Other Other Rec. Wy Acct.-R-07 Description Amount 10.432P.uilding Permit Feet __ 10.431-600 Plumbing Permit Fees — 10-431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax ^ 10.433 Plans Check Fee 30-443 Sewer Connection 30.444 _ Sewer Inspection 51.448 Street_Syst. Dev. Charge 52.449-610 Parks I Syst. Dev. Charge _ 52-449.620 Parks II Syst. Dev. Charge __ 31.450 Sto•m Drainage Syst. Dev. Charge 10 430 Builness Tax — 10.434 Alarm Permit 10.227 Ball 10.455- Fines-TrafficlMlsdlParking _ 10.230- CPTA TrafficlMisdlVic. Asst. _ 10 456 Indigent Defense u 30-122-401 Sewer ServicelUSA 30.122.402 Sewer ServicelClt.y 30% 30.123 Sewer SevicelCity Malat. 30.125 Unmatched 31.124 Storm Drainage 4 •47ancro t 15 Pymt. 4 1 Bancro t Int. Pymt. — - -- — TOTJ Mi CITY OF TIGARD MECHANICAL PERMIT Receipt#t Permit# Description Table 7A M+ctnnlcal Code CITY PRICE AMT City of Tigard - — 13125 S.W. Hall Blvd. 1) Peru tit Fee -0- -0- 10.00 P.O. Box 23397 -- — — Tigard, OR 97223 2) Supplemental Permit 3.00 639-4175 Furnace to 100,000 BTU / 1) incl.ducts&vents 6.00 Furnace 100,000 BTU + 2) incl.ducts&vents 7.50 - Name of Dewe�olxneylL /� Floor v _ 3) incl.vent 8•00 Job Address t �-� 1 Suspended heater,wall heater Address y / /� ,� 5-�- ) or floor mounted heater 600 Tex ld Map Vent not incl.in Lot Bloch gwyl _t) appliance permit 3.00 � Name(or name of businaaa) Repair of heating,ref ig., 0,44-71--71 _ �5 ") cooling,absorption unit s tilaiting Addraaa plena - Boiler or comp to 3 HP Owner 7) absorp.unit to 100,000 BTU _ 6.00 6)0 rratylstate aD 8) Boiler or comp to 3 HP 15 HP 1100 II absorp.unit to 500,000 BTU -- NameCZ '" Boiler orcomp15-43HP-- - — 9) absorp.unit th-1 million15.00 r /J - McNlnp per» Boiler or comp to 30-50 HP - 1 10) 22.50 absorp.unit 1•1.75 million Contractor cityn to "` z Boiler or comp to 50 HP �G F' [ 11) absorp,unit 1,750,000 BTU 31'50 State Aegistration No. City taus.Tax No. 9 Air handling unit to 10,000CFM - 4.50 - Air handling unit I hereby W*rx MMge that 1 have road this spplicatkm that the inlonmstion ghen is 10,000 CFM 7.50 oonset that 1 am the owner or auftwized agent of the owner,that pians sub", led are In co mptlanoe with State laws,that I am registered with the Slate Bumero'Board,that the 14 Non portahle number given Is oorrecl,(If exempt rrom State registration plea.%*"reason below) ) evaporate Cooler 4.50 Vent fan connected _ _-- ------ - ------------ 15) tc_asingle duct 3.00 --^ --'- y - - Venlifation system not 16) included in appliance permit 4.50 l�Lf:Sol� Hood served by -- 17) 4.50 mechanical exhaust60n _at"ra(owner or age - Date Domestic type Describe work FJ- addition !� alteration f7 repair ❑ 18) incinerator 7.50 to be done residential ❑ non-residentialCommercial or Industrial 30.00 Existing use of --77 / 19) type incinerator building or property o 4-2 Other i.e.,wcodstove,water Proposed use of 20) heater,solar,clothes dryers,etc. 4.50 building or property _ .��rrl t� - 21) Gas piping one to four outlets 2.00 Z Type of fuel- oil f_:] natural gas LPG LJ electric ❑ .7 -- _ - 22) More than 4-per outlet NOTICE -_- ---- - --THIS PERMIT BECOMES; NULL AND VOID IF WORK OR CON- SUB-TOTAL STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180S&10 446 SURCHARGE A DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR - PLAN REVIEW 25%OF SUB-TOTAL. ABANDONFD FOR A PERIOD OF 184 DAYS AT ANY TIME AFTER -------- �__ WORK IS COMMENCED. TOTAL Special Conditions \ r - --- _---- Date Issued_'a/jT by �U SUBMITTED FOP 'tIPPIOVAL ("E'URGE MULL WAREHOUSE 0C 1 11, 3 1 sr" 10-211:--07 GEORGE LA577LO P.E. . MRSTBROS. CIACKAMAS DIMENSIONS CONCRETE DATA 5 p a 24.75 Ft Concrete Eleosity 1.5(.1 Pc f 7r i b U t Q I-y wic'th of 1-oppil-i9 ED Dey-S 3000 Psi k-:njform Live &nd D. ICLRrJ 48. n Strength @ Transfer 1+100 P r-i Flange total Thickne=- E., 4 .2;:; i n Stre)igth @ 213 days 60QQ VS3 Flange Width ( Beam W ) Z4.8.00 in Web Width 12.00 in I/L in dia.27/,-, ksi St-ai--id I,PPT, depth E].00 in Initial Force/Strand 28.91 V'ips Ol ul-omposi-ite dpp-th I I -00 in Added We4ht of CompE-,sc . 150 Lbs/Ft Uniform Live Lc,,-.Ad 25 Lbs/Ft2 Transfer ForceiSti-al-ld El",'.74 V:ips GL(perimpospd Dead Load 20 Lbs/Ft2 Final Force/strand 22.98 i-.**ips ION PROPERT I ES i Pare lection Composite Section Area E 14.CK) i n2 x,].5.9(.) i n2 I (moment of inertia) 1676.00 in4 2939.40 i r4 Y trip 2.06 in 2.2.3 in Y t C,P-t 0 p p i ng 5.23 in Y bottom 6.00 in 5.77 in 3 top 838.(.)0 in3 1721 .70 in3 S top topping 734. 11 in3 S bottom 279.33 1n3 665.41 in3 D @ hold-down 5.75 in E hold-down 3.75 1n D @ eLnd '59.75 in e n d 3.75; i 11 f f4-1.- Hold Down distance from ---?nd of bpAfn 34 .7!=1 Ft BEAM WEIGHT E22.92 Los MIDSPAN MOMENTS M beam (slab) 17.07 F t-K i p 9 M added composite =-ec . 11 .49 F t-K'L I p-s 11 '.3el-ViCe (SUperimp ) DL . 6. 13 F t--k.'l p S 11 L L. 7.66 F t-t::'i p s Ou ( reqUired strength) 61 .57 Ft-l"Aps STRESSES IN MEMBER (Fsi ) U7311\1(3 IA STRANDS 0.60,513 in2) Fi=28.q1 Ki.p ) - Compr . + Te-ns. ALLOWED END Q- I *L 0.2*L o.3*L 4*L. Lc SPAN TranEf.Tc-p +379 -25 -113 -181 --230 --E59 --26i Transf.Btm -2400 -2262 1 PqC3 -179,12 - 1646 -1711:1N 152 FJ F i na I T cl P -2700.) -20 -202 --344 45 S(-)E) L,25 Final VtM +465(+92:0) -1874 1343 -93(7 -635 -458 -.399 Topping StresC 2E5 Psi phi Mn CAF'rr.lj,TY 104.53 K i p Tt > 1'i�i r:r-cm. 61 .57 MULL WAREHOLIZE, f C.3 P GIEORT�E LASZLO P.E. MODULT I. 1 -I IC, Modulus at ES days. 4695.c'e4 1-.Si 1- 1 -i " IC: Modulus at Transfer 2.021".254 Ksi 9I�E Ft �)ND DEFLECTIONS ReleAsse1. r rec t a ciy, Final 1-1 1 .447 i n 1 .769 in DL- . () 5-4 2 ---------- !,,IET CAMBER Q.511. 0-906 j.n 1 .066 in ',e Topping DL. -(). 1 '61 in -Q.370 in Per 3rTlpvsed DL. Z-j'7 in -0- 112 in (Jr.':T CAMBER C) '7c>7 i n L . Del I ec t i on (. -384 i n -Q.047 in CAMPLR HT FULL DL +LL ----------- 0.537 in 5M: -)`t VALUES AND SH'IAR REINFORCING ----------------------------------- END 1 .2 2.5 3.7 6.2 7.4 0.7 S-9 11 . 1 Lc SPAN I ps) I(. .0 C?.C) a. 7.0 6.0 5.0 4.C1 3,0 2.0 .1 C). phi VC-i Gq.7 39.4 24.8 17.6 13.3 11 .8 11 .8 11 .8 1. 1 E 11 .8 ph i VCw P4.2 3-3. 1 37.5 2J7.4 37.3 9 4, I i n2.,'F t )0.00C) c).C)OO C).0(:Io 0.C)CIO O.()(jo 0 000 0.000 0.00(1 06000 Stirrup Spacing ( .75h)m 6.00 in or E!4 in max) Asd 7 2 L 7 (,A L 5027 P�AL A.A 0 GE r - ti YA- mv ►► 14 44 A-s Fl /J ^ A�j / OL T � � - ---- char;es -- ro -ptect 1 — date or 9ary J Peterson sheet—�_ of MHM URR HU PHIMItE % ifl 'iLl' t 1 1 P.O. BOX 127 • TUALATIN. OREGON 97062 • PHONE 667.2601 DATASAF E Jlj 1 y 14, 19F17 r'. 0. Box -15 lleaverton, OR 97005 ?131. - 1 253A -X94-r,00 insp. Tope RAF Dear Gran snd Geo-ge Mul '., This is a Fire and Life Safety Plan Review and is bAsed on the 19p5 editions of the Fire and life Safety Cede (UBC ) , Mechanical Fire and Life Safety Code (UM(' ) , Unifor!i Fire Code (UFC ) , and other local ordinance,, and , pgulations. With plans submitted , it is unclear as to exitiiq facilities From this building. Calling it a warehouse reveals an occu- pani; load of E, people. Exiting through the one door shown on the plans into the next room ijould add to the octuparit load. If this added load, plus the 6 is over 10, then a . orridor is required or exiting shall be directly outside Submit plans showing the completes building. With the lack of openings in the Jtl`UCtUT'e, ars automatic sprinWlpr system is required. Submit not less than three sets of plans to this office for review and approval tr't-ee ,- UBC 380E (b ) C:xit, doors shall. be upenabIP from the inside 1uithoit the Use of a k :?y or any special knowledge or effort. 11anu.91111 op Prated edge or surface nOLInted flush bolts and Surface bolt: are prohibited. UBC 3304( c ) Not less than one ( 1 ) approved fire Px. tinguisher with rating of riot less than 2-A 10--B: C shall be Provided for each 1, 500 square feet Of floor area or fraction thereof The travel distance t0 an extinguisher from any p01•tiOn Of the building shell not exceed 75 feet UFC Standard 10-•1 IMM HUI 1111Rt PRUME MIMI P.O. BOX 127 • TUALATIN. OREGON 97062 • PHONE 6822601 Submitted plans are not approved at this time awaiting plans of the complete buildi.ng and further clarification pertaining to exits etc If Ile may be of any assistance to you in the future, please feel free to contact us at 649-8577 Sincerely, Gene Birch ill Fire Prevention Bureau 11F'260 OCCUPANCY 1-11 F L_ JS*1 Kit Y/, 19BY 14 : 10: 01 1tJ(-',LAf (N FIRE D1,51 (C110 A) Page I !*Y SCREEN I. Namp DATASAFE 2. Zone.--ocu #: 253A -294-000 3, Address 9738 SW ii(IIARD S1 I I Special 1-iort2: 4. Category 7. r.1pvc- iol NortJ: j4(%,,;117 SCREEN 1 . Occ Phone 6,20-:1n;-"_:! 1.6. CLIM-LIS 'Tract: 31'x. 0:1 Manager Jerry Bornutt 17. Cuda E=dition: 190`, .1 3. Phone 692-3020 10. rj) (1(j valtle j 1501 000 4. Mail -- Apt#: 19. CoTitplit va) $10, 0001 000 Address : 9738 SW Tigard St. 20. Other Vnlk,;� -40 Cty, St, Zp : Tigard, UR 97223 3 7. BIdq Owner Greg and George Mull 22. 11110 Occ t/ft. 22 B--;,/ 6600 G. Phone 292-6316 r3. Fire Alrm 11;y: HA Honequiel 9 Suite--Apt: 24. Aliirm cyst #: NONF.' to. Address : P. O. B o x 252 V5. P T.(I p in Us v Y it . Ctq, St, Zp: eavertoii, OR 9700") P 6. Date Built 0 B 12. Emrg . Contct: Flick Wooldridge 27. Date Remodel : 13. Emerg Phone: 2,15-89511 t3. Groui,il Aveo J, 1,00 14. Inti Type/Mo: INF' / 12 15 901 Occ Use: BY9 General storage) riot clas FIRE PROl'ECIMIN SC101-N i . Alarm Shutoff Location I-C, ON WALL IN BACK NOOM C. Power Shutoff Location I-NE, ON WALL IN FRONT* Of F'ICE 3. Water Shutoff Location 0--N[--, AT' STREEI 4. Natural Gas Shutof:F Location: O-N, AGAINST WALL 5. FDC Location NON1- 6. Sprinkler Coviti-til Location NONE 7Stand Pipe Lorotion NON[- 0. Attic Access Location N01\1r ? Special Hazard Type Code 00 NONF 10. Special Hazard 'Forle NONE 11, Special Hazard Location NONE 12 Water Source Location HYDRANT 13. StairwaLi /Vert Shaft; Prat Y/N: No stairF- riot vnc. 41 Vert Shaft CON"iTRUC4 ION SCREEN 1 . Const Type 50 V-N 16. N Prop Line 99 /30 CFNTL-R1 INE OF SIREVI 2. 17. Wall Prot 0 NO WIN1. 1- PROIECTILIN 3. Basmt Area 0 Is. 9 Prop Lint 13 /10 PROPFR1Y LINE 4. Total Area 61 4.*3 0 0 19. Wall Prot 12, 1 HOUR WALL NO OPENIN09 PFI? 5. # Stories j 20. E Prop Line 2 /10 PROPERTY LINE 6. Height-ft 1E3 -1-11. Wall Prot. 12 1 HOUR WALL '10 OPENINGS PER 7. Inter Colmn: 00 N(JNL­ 22. W Prop Litre 1 /10 PROPER' f LINE S. Roof Const 13 PIPE. TRUS 23. Wall Prot 1,2 1 HOUR WALL NO OPENINGS PER 9. Roof Co -er 04 ORD UNKNO 214. Area Wal : 10. Roof Area 215. Area Wal : 11 . UBC Occ2/ft: 26. Arca Wal : I C2 UBC UCC3/ft: 27. Flan Lot 4 !-t WC1 1411 13. UBC Occ4/ft: 14. Auto SP Use: 15. Auto FA Use: CITYOF TIGARD July 8, 1.987 OREGON 25 Veors of Service 1961-1986 Mr. George Mull Mr. Greg Mull- 2445 SW Timberline Drive Portland, OR 9722.5 RE: Storage Vault Addition - 9650 SW Tigard Street Dear Sirs: i', plan review has been conducted for the above referenced project, the following shall apply: 1 . Calculations from Engineer for the following shall be submitted: a. Masonry wall design (wind, seismic, etc.) h. Maximum lighting standards as specified in Chapter 53 :: she State Building Code. C. HVAC system as specified in Chapter 53 of the State Building code. (The above may be prepared by one or more engineers. ) 2. The required strength of grout shall be Specified by engineer. 3. Cleanouts shall be provided on masonry block if high lift grout is to be used. 4. All reinforcing steel shall be tied in place. 5. Specifications shall be provided IF staples are user) in lieu of nail-s. O K 6. Specificat:ionc shall be provided for truss joists. if 7. Specifications for "core floor" shall be providers. 8. Fire retardant roof covering shall he provtrsed. (Class A or B roof covering.) 'l. Provide access to attic apace. 10. Exit: door from storage vault sl,ill be openable from the Inside without the use of key, tool, or special knowledge. 13125 SW Hall Blvd.,PO.Box 233Q7.Tigard,Oregon 97223 (503)639-41171 - -------- -' Mr. George Mull- Mr. ullMr. Greg Mull Page 2 , July 8, 1987 11 . Storage vault may exit through one intervening room which has an exit directly to the exterior or through a seccnd room which has an exit opening directly to the exterior. Storage- vault may not exit through a storeroom or spaces used for similar. purposee . 1.2. Tax lots 600 and 700 shall be consolidated so as to eliminate the property line from passing through the building. 13. No construction shall take place from 9 PM to 7 AM. 1.4. Items 1, 2, 7, 12 shall be completed prior to issuance of building permit . If you have any questions, please call 639-4171. Sincerely, Brad Roast Building Official BR:cn/2003W F=mmlm�I�IC June 29, 1987 87-611-543 Mr. Charles Gary Peterson ETS PACIFIC, INC. 1730 S.W. Skyll.ne Blvd. Portland, Oregon 97221 RE: MULL BUILDING ADDITION AS DRAWN BY GEORGE E. MULL, DATED JUNE 1 , 1987 Gentlemen: Pursuant to your request we have reviewed the above referenced building addition for compliance with the 1986 U.B.C., Chapter 53, "Energy Conservation Requirements". Roof/Wall/Floor composites, as detailed on the drawings, meet or exceed all of the Chapter 53 insulating requirements. Sincerely yours, CAI Andrew J. McCann, P.E. AJM:er PNQ/�cr. P11,883 OAF 'ON r `4' ,g0�P�! j. MSG,/ 1730 S W Skyline Blvd ' Portland, OR 97221 (503),297-4561 BUILDING PERMIT APPLICATION DATE _ CPU THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE ZO�..C316 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER P prf LOT IVO. 7 OWNER t,iec)rge/` req Mui-JOBADDRESS 9650 SW Tigard St. _ PtInd 97225 ARCHITECT 2445 SW Tibberl.in3 Dr. ENGINEER Mgam ILDER ADDRESS — DESIGNER STRUCTURE ❑ NEW [7 REMODEL ❑ ADDITION ❑ REPAIR �❑ RENEWAL ❑ FIRE DAMAGE )(RMMOLITION [� )AEGIDEPICE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT F-1, GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _LAND USE ZONE —BLDG.TYPE ' FIRE ZONE_--PLAN CHECK BY --HEAT—.,---- Demolish HEAT --Demolish existtnq single fmmily dwelling. 3optic tin` to bf% pumped and filled. and inspe*ctod by city. Skt-e is to be kept- 1:111100 o . SEWER PERMIT# __-- — OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE 6171LDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 15.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL VE DONE IN ACCORDANCE W17H THE PLANS AND SPECIFICATIONS AND IN Ct OPLIANCE WITH ALL APPLICABLE CODES AND ORDINVNCES. THE ISSUANCE. OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIRED FOR.SEWER,PLUMBING AND HEATING. State Tax _ Total 15.60 SDC- tet, -� — PDC# APP CANT OR AQEtJ. By Receipt No. Approved ADDRESS PHONE DATI< iNSP. —TYPE INSPECTION PEMARK$ PLUMBING DATE / I Contractor q- 1 _! ey�'1Qyi• - Permit No. /� Rough-in -- - —— Fixture HEATING --- -�~ --- - -- -- Contractor Permit No. LFinal ---�- _---_- -�— _— _ WER —� -- -- EWAY _ Final — Storm Drainage — - -___ (Rain Drain)Final Sidewalk i- Curb&Street Final — __ Approach �- RLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final OFTIFARD No• 23005 CITY � 1 13125 S.W. HALL BLVD. Date P.O. BOX 23397 TIGARD,OR 97223 Name --------- I Address Block/Map SubdlvlslonlAddress Lot Cash-�Chec plumb Permit M's Bldg• _ Other Other Rec. By Sewer _ _ ---- Amount - -- b scr p Ot Acct. No. ----- 10 432 Buildin _Permit Fees n mbi ,___--- PluPerrnit Fees __ --- 10.431.600 _ mbi - -- - 10.431601 Mechanical Permit FEes --�__.--- 10.230.5 - State Bid i- 01 10433Plans Check Fee -- _.----- -_--_ Sewer Connection ---'-- I .4 _ Sev,ei Inspectio-_n 51-448 Street Syst. Dev. Charge _-___--- - -- - 52-449-610 Parks I S.-Dov. Charge- — - _ 52-449-620 Parks II Syst. Dev. Charg- e-___-_---- - ` StorrTi Dra_ in-a a SYst. Dev. Charge -- 31.450 — Business Tax ------" 10.430- _ -_------- ___ _--- Ala - 10 Alarm Permit 434 TO-234` Bail -- ----- 1. 10•�F�_-- Fines Tr atflcIMIShcParkln- g r ------- 30- CPTATratf1c isd- IVIc• Asst. 10.230 Defens ____------ 10.2Indigent e 30.122.401 Sewer- IcelUSA - 4 3 -122 402 Sewer Serviceicity 30%int-Sewer _ r —_ Se Ma 30.123 Unma - -- tched 30125 - ---'- II 31.124 Storm Drainage ____.--------� ancro t Prin. ymt. 1 40-47 Be9lly-- R, / / y got. II i. y ®+ CITY OF TIGARD BUILDING DEPARTMENT PLAN CHELK NO. : PLAN CHECK APPLICATION DATE RECEIVED:- P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: 9 7• /S- This SThis is to certify that the attached sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire 6 Life Safety Code, S _ edition. PROPERTY OWNER:_ 112 OWNER'S ADDRESS: t/<<S hU /i,V�'re k_ CONTRACTOR: TELEPHONE: 29 2. 3 , JOB ADDRESS: y�o (,y,,�4,vaq( LOT NO. & MAP: 43A -,A0__ DESCRIPTION OF WORK: _ C�,L� ���x '- C��►A�Z�Ci!_G/'q/�t �'y�i/ot�X_ 6� �Approvals Required SPFCIAL NOTES `- Planning Dept. cvLj Reissue 0 Engineering Dept. l� Flood Plain/Sensitive Lands OFire District O Sewer Availability O Other O Other Items Required a-06t4z n OList of subcontractors ' O Business Tax L1 Calculations OTruss Details OParking Plan OL_udscape Plan O Oti!Pr G City of Tigard DJ.ilding Department 8Y: k BUILDING PERMIT APPLICATION DATE__ - _6-8-,87_ 19_- �17 9 4 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 29-2-_6316_- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE ._ LOT NO. 2S12B�, Tan -- OWNER Georqe/Greg_iyullJOBADDHESS� _9650 SW Tigard St . Ptlnd 97225 ARCHITECT - saM3 , ENGINEER BUILDER ADDRESS445 SW Timber'Ane Dr 2 DESIGNER STRUCTURE ❑ NEW 0 REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAq _Xk�XM_OLITION RESIDENCE ❑ COMN I I EDUCATIONAL I-) GOV'T I I RELIGIOUS ❑ PATIO U CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ----LAND USE:ZONE —BLDG.TYPE --FIRE ZONE----_ PLAN CHECK BY HEAT - —. Demolish existing single famiiy dwell.ing. Septic tank to be pumped and filled, and inspected by c: Lty. !fie is to be kept re a1T3Esbris ander£o creariea-dere comp-ieion . -- ---- -- --- --- SEWER PERMIT M OCC.LOAD FI_OOH LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT ] SETBACKS FRONT REAR _ LEFT SIDE RIGHT SIDE Permit 15.00 I THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING —�REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL ESE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Suu•totalRESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State'Tax F,n Total 15 . 60 SDC-- PDCN AP (CANT UR AGE By Receipt No., _��✓, —SS — -- -- - Approved ->l!!>�-G� � ADDREPHONE pf for inxpect:i.on.q Call 639•-4175 PERMIT NO. CITY OFF TIGpIEARMD 639-1171 DATE BUILDING 2J 9 IT TAX MAP ifs// t p'1_ �. _?aD _:wavls� P.O. x 7, Tigard OR 91223 _LOT:. JOG ADDRESS cz Ow EXP,DATE STATE AEG.NCI. BUILDER BWIDEWS PHONE PHONE OTHER – A"TECT O O OTHER Of STRUCTURE O NEW O REMOUEL AOdT1ON O REPAIR MOVE C1 O RESIDENCE 13 COMM O EDUCATION O IND O REMOUS, O'AOCESSORY GARAGE O O1HE11 O FENCE O .�. PLAN CHECK BY �` AT ...... - OOCUPANCY „J,z"-.L.ANO USE ZONE _ —BLDG.TYP£ FIRE IANE_ ~� ZONING TTnpervious Surface See d e rn og '�' -----_ .Area _ 0 SEWERPEAWT/, — -- —'- VALUE-47' POO NO.STORIES 1 ARE°: 5[9'64 NO.BEOROOMS --• O(JG LOAD FLOOR LOAD HEIGHT — '— RIGHT SIDE BUILDING DEPARTMENT SET B/,M FRONT REAaRe.' ` LEFT SIDE i' 6-0 T"m PElhIIT IS ISSUED SUBJECT TO CCOOE4 A,10 OROIINANCES.AND R tS"IRRIKK NTAINED IN THK WILDING TRANCE REQULAnC NS AND ALL AP Pt"CNec 3 .9 Wal SH DOM IN ACCORDANCE WM THE 94�Msa AND ��T COSS NOT WAIVE K Ck fTh rt -, Z awls"ALL APPur—Asw CO ObDES��AMC�CONT�S TO NAV!CO pTf S1gAMEss COV S o I TAX PERMf L Sf •AlMTE►EMAITS IIempeD POI!SEWE0.PLUMBING AND""T"L State Tax ssOC — -•- - TWO AP►L PL1CI — r..(i►�1 - Prepd. /5 — RreslOt NO ADORE Le Bal.Dui —J►DProvM By--- d Iuu�d SSDC _SOC — RECEIPT r_—�� P 0C - - - DATE PD.-. �. AMOUNT FD. - SCUER CGNNECTION 5CUER INSPECTION 4 _— SCIJER SURCHARGE S _ Tlm e or nGe - s PERMIT M PI A14 CFECK // BUILDING RECEIPT NAMES ,,:Jl /�w� _ - DATE: ADDRESS h IAT D 6 SUBDIVISION NAME: �'�v �� ""I ACCT. R DESCRIPTION AMOUNT 10-4.32 Building Permit Fees 1.0-431-600 Plumbing Permit Feer 10-431-601 Mechanical Permit Fees 10-230-501 Statc Building Tax 10-433 Pians Check Fee fs' 3 30-443 Sewer Connection (20x) 30-202 Sewer Connection (80X) 30-444 Sewer Inspection 51-448 Street System Dev. Charge (SDC) 52-/:49-61C Parks I System Dev. Charge (PDC) g 52-449-620 Parkm I1 System Dev. Charge (PUC) !� 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFD (95X) s i 5 10-435 TRFD (.52) s �` 1.0-230-506 Washington County Fire /1 (95x) _ 10-435 Washington County Fire !l (5x) 10-2.20 A-nrt/Wedgewood TOTAL, (Separate Chack for Leron Heights $150.00). (hr/1214P) sr• ti► IN Mat" 710 o eco _ %•, yin.> > GnItY �' i i ►5pr� r v�-wry 14 !,��-�, = �lG'(I, le;) = 1��✓e ry -4 i char C 9ary project �� d3t@ !l- r ! ! !/7_ f' etFrson con uumy engmeer Portland, Oregon I I VACAA-f 6:Pl l,•l 461, �Co oPPI�lr� 2,(I 8 �14- 1 t �ti l - � 1 = Z i�' - ���sir►-t ��) _ �,�� -�� _ � - d. p VI o,2ti��1/ i ,k.2 rJl3MMk Charles �GA�/� gary fro ect 6" - - C� �ate� Lie _ 1 oetersorl s~eet /f of i^ _ �!— - conziuning en neer joottiand,ote oc XW i, 7gti� _ - i 04� t2 WA'I.L 7 i I 9a les - r� oject � .. : . peterson _sheet t C, r .,;ti 11 , , n oer porl)nnd oregon rs 1 IN 41 �r r am p ► ►4 �,I6 -��U��1,v �t2''"�' VIS l lily �►I t'�G�'� G I � if 2 oa®o � I � 1 caarles rp ejrct .J'f date _1� 7_ 9 Y pwerson sheet of consulting engineer po•tland,orrgon a■► +ar Oar s � � w a>! for inspections call 639-4115 PERMIT NO. 6, I y CITY OF TIGARO 639.4171 DATE �s---- Bf OBTxQ PM7T Tigard OR 97227 TAX MAP —SI- 26"' LOT NO7 r�SUBDIVISION CyE o G req _W1 u L/ JOB ADDRESS —sw rl c�a i L� �7� OWNFw i� ' BUILAER .2-y U 5 S W t.-, nt.Q+-Gt� IL, STATE REG.NO. -- -XP.DATE BUILDER'S PHONE 292. - &-5� 6 P 4� 7z5- -- PHONE OTHER ARCHITECT- �_ ---------- STRUCTURE_ 0 NEW 0 REMODEL 0 A001TIOH f O REPAIR O MOVE 0 OTHER C) DEMOLITION O RESIDENCE 0 COMM 0 EDUCATION 0 IND • 0 RELIGIOUS. O'ACCES'SCIRY O GARAGE ❑OTHER 0 FENCE F PLAN CHECK BY FEAT OCCUPANCY LAND USE ZONE �__-BL00.TYPE - _FIRE ZON` SEWER PERMJT 0. OLOAD FLOORLOAD HEIGHT NO.STORIES AREA NO�BEOROOMS VALUE CG - BUIIOING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCE&AND IT IS HEIAEBY ADREED THAT THE P AChock v . (c D W011K WTt.L Be DONE IN ACICOROANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Ru ALJ.AIPLICABLE CoDEs ENANT&CbNTRADORDINANCE&THE SWAN"OF THIS CTOR AND SUB CONTRACTORS TO HAVE CUIRRENT�q 93 �USINESS T WAIVE PLCkFkr TAXTRICTfVE COVEN TAX PERMITS„SEPARATE PERMITS REOUIREO FOR SEWER.PLUMBII:%'i AND NEATINp. State Tax GsoC SDC- Tota) A►PIICANT ON AGENT - - -- PDG Prapd. R*cslpl No ADDRESS —�_-�� -- - 'HO'l 8a1.Oua _ Issued ey_r.-.---AP"V*d By SSDC SOC RECEIPT # _ POC - DATE PD. SEEDER CONNECTION 5 AMOUNT PD. SEWER INSPECTION S SELLER SURCHARGE S :ammente: _� - -- Somerset Sheet Metal, Inc. commercial & residential / sales & service 166 S.W.Freeman • P.O.Box 154 • Hillsboro,OR 97123 • 640 6679 LENNOX LOGIC jr.'" (COMMERCIAL LOADS (�LENNOx INDUSTRIES INC., 1805 ------—' MULL BUILDING ***ZONE TOTALS*** IN W. TEMP 68 HT,_OSS 74337 HT. GAIN--S ?1056 OUT W. TEMP 15 IN S. TEMP 72 HT. GAIN-L 5146 OUT S. TEMP 95 * GRAND TOTALS T RANGE (F) 23 HT. ?4337 DES. GRAINS 35 9 AM LATITUDE 45 HT.GAIN-S 11803 IN.W HUMID 35 HT. GPIN-L 5146 MIN DENT(%) 0 NOON TIME-OF--DAY 3 PM HT. GAIN-S 14240 ** ZONE I ** HT.GAIN-L 5146 UAULT 3 pM ZONE UOL. 27000 HT. GAIN-S 21056 S AIR CHG. 0.25 HT. GAIN-L 5146 W AIR CHG. 0. 25 6 PM EQ.UENT 0. 00 HT. GAIN-S 27324 DT LOSS-HT 0. 10 HT. GAIN-L 5146 DT GAIN-CL 0. 10 TIME-OF-DAY OF DOORS MAXIMUM HEAT GAIN HT. LOSS 211 H1 .GAIN-S 91 NET WALLS- 1 HT.LOSS 2799.1 HT.GAIN-S 8344 CEILING/ROOF HT.LOSS 11130 - HT.GAIN-Sl 315 SLAB FLOOR HT. LOSS 7298 L I GHT-OU!-'-PHEA[) HT.GAIN-S 4920 y - I W 1 L TROT I ON HT.LOSS 19603 m �z m HT. GAIN-S 5471 HT.GAIN-L 5146 DUCT LOSS/GAIN ,*•:o NOTE .ettt NO WARRANTY, EITHER EXPRE55 OR HT.LOSS 6623 THE LIED is GIVEN SUFFICIF.NCSOF PTto THE HT.GAIN-S 1914 INFORMATION PROVIDED, AND THE USER I DENT I LAT I ON MUST ASSUME ALL Rises WITH its usF HT.LOSS 0 HT .GPIN-S 0 HT. GAIN-L 0 HUN.IDIFICAT 1UN HT.LOSS 1479 B" Corefloor Design Criteria ACI 318-77 ';elf Weight of Slab (W) . ...... 56 psf i;ross Section Area .............. ....... (A) ....... . 214 int I Section Modulus (3) 419 in3 i Section Nwdulus ..... ...... ... . . ........ . (Sb) 419 in3 Moment of Inertia (1) . .. ..... 1676 in4 l r;oncrete Strength at 28 Days(Pc)--6000 psi Concrete Unit Weight—150 pci ia^ 4 6 7/8" vr• 611 73/6" 7316" 7316" 77/6" 73161' 6.1 I I 14 7/6.1 14 3/4" 147/8" —--- 4 2TRANDS I 147/8' 7111 73/6" 347/6" — --- — -- ----- 66TRAND6 ltvu•' lar• j Ton" 7vw 7u6•• 73/6" I rv3• rtv16•• 47 7/8" Table of safe superimposed load(psi) Desiq- No. Span-feet netlon Strand Mu 14' 16' 18' 20' 22' 24' 26' 28' 30• 32' 34' 4CFd 4 7 54.00 278 202 149 112 85 64 47 34 4CF8 5.7 66.24 258 194 148 114 89 69 53 40 4CF8 4.8 70.12 2711 208 160 124 97 75 59 45 34 4CF8 5 8 85.48 264 205 1 161128 102 82 65 52 40 4CF8 7 7 89.32 278 216 171 136 109 87 70 5f 4;i ` 4CF8 7 8 113 05 288 230 186 1521 124 102 84 68 Note:Above load table Is based on allowed final tension o,6 VTc_or allowed design strength(p Mn)whichever governs.loads shown below Clark line are governed by shear. HOLLOWCORE CONNECTION DETAILS WALL II II RERAR DOML IN JO NT OR GROUTED CELL y - --- ------- -- HOLLOWCORE I I ir, - CORE PLJG I 7"BEARING I WALL RF.INF 1 _ HOLLOWCORE ON EXTERIOR IJ BEARING WDLL II WALL GROUTkOLE REBAR DOWEL AT DOWEL INTO TOPPING CORE PLUG `I --- ---_ _ IOPPING 2MIN Ir HOLLOWCORE� I Il CORE PLUtl I WALL_ BEARING PAD I J"BEARING W AL L P--INF. WALL REUIF CAPTILEVER HOLLOWIf Rl HOLLOWCORE WITH ON OEANINO VIALL TOPPING ON EXTER16h WALL BEARING WALL I WALL REINF. AEBAR DOWEL IN TOPPING 2"MI I JOINT LL OR GROUTED I I I GORE PLUG I HOLLOWCORE BEARING PAJ NA�_L I I HOLLOWCORE ON INTERIOR WALL w R HOLLOWCORE CONNECTION DETAILS(cont..) --�+�- WAIL II II REBARDOWEL IN NOTCHEOCELL II I `- i=.-- -- HOLLOWCOPE ol I ' I � I I OROUT FILL. VARIES—MAY BE RFBAR DOV.ZLL NEG.REINF AS FLUSH WITH WALL IN JOINTS ` --�REOD PV DESIGN TQPPIN6?"MIN WALL REINF. HOLLOWCORE PARALLEL I I WITH NONBEARING WALL HOLLOWCORE I j CORE PLUG PFAnIN,PAn I I I I SHORED OR UNSHOREO CONCRETE BEAM AS i T - REO BY DESIGN ; WALL i it HOLLOWCORE ON COMPOSITE II RERARDOWEL CONCRETEEfEAM 1 I INFO TOPPING LI-- ---------- - TOPPING?"MIN c) (D A,-, i I I I HOLLOWCORE I y HOLLOWCORE HANGERS VARIES-MAYBE I FLl'3N WITH WALL. - I WALL REINF I I - � HOLLOWCORE _ BLOCK OUT I I _ - OPENING I HOLLOWCORE WITH TOPPING NONBEARING WALL: 1 PLAN 1 d. t w V to 0l N r N r v O e o^{ W O(Ij 1 U. 1 a �O I 41 7 f)''J CJ N q w N«[ 1 1 ,1 M 1.• 1.J 1•� U)N 1 I tl 1 11 it M T J W 1 r r C T T 1 II 11 z , M IC 1 1 U. U. LLaln 6) •'•1 I IJxJ x LL r QT lltO 1 1 I a «+S S H'�) M I S w 1. • 1 1 w .Jl i4 C17 N 1f) O N t '. I r 1 N 1 ! G.0 •? J w 1 •M1 I '� 1 1 l Q J �� NNVE 1 IV MNC ryJ O rl •cy. 4•. `0 ?I� I 1 ..M I 1 «-r Z `tN wM I It n 11 n K M (V n all vtU) 1 1 " • K • jd Y I I V Z KJ yC0 LL7C I , . Ky a J R ti •~ .., t 1 Z 1 1 O K u J I M 4 �r 1 VN `-'' NORI PJM J V O W C S r, KJ J J 11 t E S IX, J r 11 n rc1 • I 1 Y,ih :L G7 ? KO a' I I •r N 1 1 1 ~ `DM to I, O .. W Etx •W A 1 T , I" •TU) a N 1 w I LLn `A , JZIJI- S I K .r) I ! 1- (1) ,j •0 ..I 1 N - C, 0 10 i 2 W J G W K I ._I ".0«+ , 1 O l4 • 1]' LL "• J N R1 `U I r .J a K1? at> ,V TZ m • t II K `O K1 1 vin10 V11.1 U) I [ t`1 • 1 I O y w •-- N M w N O . g 1b .Q c 1 O -.o 1 � �.. mocJ I LL .(V I ,{rr2NN[V I .M-rwN •- G W 2 I Z `IM n4, r1N�MMM 1 I- O•� a)ON 1 fJ O FOU. J 1 z N 1 C1� t I 11 ••�Z 'gTO t[)C ! I. u a a a 1 -1MC Nm in I OD -+ '.1 J F• '- 11 M U) inn 1 M J I ~ O •, m O nj 1 OZ U7 y �_r- e, -J •{' M M I T e• N'nMnt t wr�� ..�17J 1 U. a— 'Jy� I E rr -. 1 10. K401 nt WOG w 2 J 1 r '0 J 0 :t' •n W � V V S '->h 1 G•. m O n! 1 a 1- 0ti)G I L n ! t A 1 arm -%N JJ II C.in M U. O O I 7 LL u (,) Ii '� O O N I A •u rt 1 7: T r , w ;;- CL V. M u K r m L'1 .0 a' m r)� O M 1 O m OO T 1 1- w •-•w . �. .r J J NJ 2 g V N 1 nl JO•Rwww ~ (p l d 1 • h ;t a J aKOw 1 -t '01D OOO 1 C.C0 TOC 1 W A l , O N M 1 0 0 0 11 •Z• A I.I. 1 J n10? r, �� M 11 � n'' r) 1 � w�C 0O I I.. r�,~.1 mGC•1 ! r J NS za 11 Z N10 .1 O xC GT N,K O K a 1 C• S 0 0Ma al Cl a � X ; O N 1Mn CO OD roC 1IIeQ z -C -j Tf 1 Z IL •ti w E G O a W[.J 1,1 :�•Qt IY T 1 IlI Y 1 1_.�.. m 0 N I N Jz w a1- �Nr Jn N ^J I S w 4L,D 1 1 .V 1 •Q P, 90 `lt�`•�.u r? 1 � N I r � 1 .. y K O 'aOK `6 .,• ,p.? Ow n O c •r. x 0 n S r w v 0 m C Cl I .n) L1 W ti 1- W 1 . .N ..0 1 A IC' I Y ''•1 LL , LL , w 1 N `Q 0.t 1T J1 M1 I LL .y IY u) .{, ,� O r J ul rr W I•? i m N N(,I r! I 4- C«. N O el 1 L C ON 1YTw J J - rMCiMr' • • • • . I ti T .w CtJ M 0 fat 1,NI rCD I e ;D � TIC'y 1 J UJ Mr ry ~ a v n 1 O V0 • 1 A O as OOC r0 {� I=CJ CZCJ I rlLdv •F•p I � � .. m�[J I rti •••G � Kto 0�`0 •.. O .C-II C l M J 7 4•! .+cD 'V<,v w.y O CI)N w 1 1 M V' '0 M 't I r v) •J• I z * D 1 N I W t W M a 2•� < • 'S 11 CO N a N 1 �I n.W C O C,0 l M p ... m O(J 1 0 •X • T I G v)Ir 1 J 0 IY I- .r 7 (u-C J , a11" 'J. M U `" tN KaIr. O[n 4c < ^'r) •'O I JOOUt:')1',7'P I NM 0 NMv) 1 lJ K a I 1y N 1 ltA`M1 1 �.w MI I a r .• II •ti J'D 11 w K O r K J K I e, wM V� YM Mr -•1>, f. N 1 'Y0 I rO« ,yn , v LL W n J I rl 1 /.I 1 rN I !�. In Z ~N U) 0 LL 'V ? LLN 11� •V,� `O lr•0 rD fL 1OD w w(Kp O1!'. wN Q .rcN I C�! C f Ift ~N I C ♦ N I,w I •Dn wU)u M:- r,0 ,4 1 O .ln J Q W .J W A 1^'1 a I l t r O Mori I QO cc V 1 U. MM 11.-40•t• 1 r,l 'Y I- W 0UJUl1- :!K 'at .0 ....jo ..•C '� T N (+)w -••Jl L'LL i 1) 11 Z u. .J 11 0 I l�Q K • 1 •••O •'+O 1 �m gas 1 �/Y ^• 1 N 1' I Yto N • 1 t SSW t tU)Q: R:JjW 2 .L 2 1 I I.L. A ~ �ti ..w rr J _I K I VG 1 n 11iJ � it r- UJ11r1 W LL j ok" V I 0 "• ON 1 OQ C 'NQS.(1 S� 2ul w 1 '�''11l a• 1 00 00 1 1`.I. fC 1 W t/J�U 1 . 1 C i L E S = 1 w 1- x I: r C1: CV W'::'�1O�.. tr1- r r I NQS •. •-•-• I 0O 00 It 7L yI- r a VM "iM m r2 O•" ON 1 WO V(� Pyr-A-Lon 130t Engineered Systems Ver . :5. 09 Serial #00532 Licenmee - FEDERAL FIRE W)FETY Results for system # 15 - DATA SAFE, TAPE VAULT #2 CASCADE FIRE: Calculated on - I -Jan-30 at 7:36: 35a - MANUALLY Total weight of Halon •••• 640. 0 lbs. Dischorge time 1(.*).(10 SeC- Total pipe volume = 5. 234 cu. ft. Average percent agent in pipe 38. Average discharge pressure = 225. 23 psi . System requires: 2. cylinders ' of 350. lbs. size filled tor20. lbs., having a fill density of 62. 76 1las. /Cl-t. ft. Manifold output at CENTER using 3. 00D in. diam. pipe with a section length of 1 . 830 ft. of schedule 40 pipe. Tke cylinders will be connected to the manifold using a 2. 000 in. diameter flembend of foot length. yl# Str-t F`rs. E'n d Pr s. (lbs. ) (lbs. ) 1 1.961. 15 195. :3,5 2 196. 15 195. 35 Pi pe (--)ranch results: Di am Leng Elev Rate Eq Len Strt Prs. End Prs. End Dei Brn Sr Ds (in) (ft) (ft) (lbs/seL) (ft) (psi ) (psi ) Obs/cu ----------------------------------------------------------------------- I 1- 2 3.000 4. 5 4. 50 64.0 12. 7 195. :,-1;5 191 . 29 54.0, 2 2-- 3 3.000 62. 0 .00 64.0 89. 2 191 . 29 177r.55 45.2' 3 3- 4 2. 000 12. Q .00 12. 0 23. 2 17.5. 55 J W.26 39 ,19 4 4- 5 2.000 1 . 5 -1 .50 32.0 7. 0 162. 2b 150. 59 301. 1 5 5- 6 1 .500 15. 3 00 16. 0 24. 8 158. 59 144. 9(..) 35 2 6 6- 7 1 . 500 . 1 16. 0 A . 1 144.W.) 141 . 49 30. E3 7 5- 8 1 .500 15. 3 .00 16.0 24.2 158.59 144. 90 E: a.- 9 1 .E00 . 1 10 16. 0 4 . 4 144.90 141 . 49 30. R 3-10 2. 000 12.o oc) 7-*N2. 0 2--.-i. 2 173.55 162. 26 :3N9.a 10 10-1 1. ?. .0 0 Q 1 . 5 1. 50 32. 0 7.. 0 162. 26 1513. 59 38. 1 11 11-12 1 .50o 1.5.3 00 16.0 24. 13 158. 59 14 A4. 9 Q ::`",2. :- 1 :-",2. : I 4! 12--13 1.500 . 1 10 16.0 4. 4 144. 90 141 . 49 3o. Ei 11 11-14 1 .500 15. 3 . 00 16. 0 24, 8 150.59 144. 90 32. :'; 14 14- 15 1 . 500 . 1 -. 10 :16.0 4. 4 144. 90 141 . 49 30. 0 Nozzle speci -ficationrsi Hzrd I> r i J. i ID P.-n Node Computed Di.m Name H t-,)1.e s T y p Fe Part NUmber/Area (sq in) (in) (deg) N-4 14 15 . 8809 . 433(10 11 . 0MM 6 :36C) PYROF-j1('.)33/ . 8835 N-3 12 13 8809 43300 11 . 0MM 6 =6U PY R 0 F1 10 33s/ . 883`.-, N-2 B 9 . 8809 43300 11. OMM 6 76C) PYR081033/ 087':_', N -1 6 7 - BR09 43300 1l. QMM 6 36() PYRO81 c".03/ H835 TALLATION INFORMATION FOR A SAFELY BRACE SYSTEM TRUS JOIST CORPORATION TRUSS DANGER TO PERSONAL SAFETY CAN RESULT FROM FAILURE TO READ THESE INSTRUCTIONS OPEN WEB TRUSS IDENTIFICATION ERECTION BRACING INSTALLATION TOLERANCES PERMITTED TRUSS CHORD ALI:+LAMENT TOLERANCE REARING CONDITIONS - OVERMAN© TOLERANCE OF TYPICAL BEARING HARDWARE WARNING TM � �M `� ""- TJ M'M .. ,M TJ/50 �.. TJL 1.5' x 1.9" double 1'/: '` X 3'/s " double �ti_. —�-. Tnm HI�><Im1" Over erd or TM TM WITHOUT CORRECTLY INSTALLED ERECTION BRACING ---•�' ��== '�'`�' �I °Mie'""°"'�r��I r 1'/ix 3'/i TJ/60 TJH" " � � N ROLL �'""" '•`""` f�laximum 1/: " rJL /•" 1.5 x 2.3 double 1'/: x 5 /, double AS SHOWN BELOW, TRUSSES CAN BOW AND —_ OVER CAUSING DEATH, SERIOUS PERSONAL INJURY �_ _,, _.,. .,, _ L __ __ ___ _ =+�,I� d TJL+ AND PROPERTY DAMAGE, •--�---- STANDARD BEARING TJH '/•" I ERECTION Maximum '1: ' ERECTION BRACING AND PROCEDURES, AS WELL. AS DANGEROUS TO STACK ALIGVERML T �j R I A L IDENTIFICATION - -- �-- -- THE SAFETY OF THE WORKERS, ARE THE RESPONSI' BIS DANGE TE I TOLERANCE TJif3o rL. �AT E DO NOT ALLOW WORKMEN BUILDING MATERIALS ON When properly aligned a tch top chord TOLERANCE The bearing piste must be on the ledger, wail plate, TO WALK ON TRUSSES UNTIL BILITY OF THE ERECTOR. TRUSSES THAT HAVE NOT should not vary more tha 1 ��, inch from I or as othorwiae detailed A.. STRUT BRACING — Tubular steel with flattened ends ADEQUATELY BRACED. BEEN ADEQUATELY BRACED. a straight line. A. furnished with all open web trusses. Strut brae,. to be . _ , . installed as each truss is set — see [� and 5 B A ON TRUSSES DURING I N STA L LA- " ' - STACKS OF MATERIAL NO TAB FOR TJL B. PLYWOOD EDGE BLOCKING is provided by manufacturer BRACE EACH TRUSS AS IT IS PLACED [?]TION WITH ERECTION BRACING INSTALLED STRUT BRACING on some projects and used for nailing plywood edges. GETTING STARTED PROPERLY B. Edge blocking will not prevent trusses from bowing. Edge OR BEGIN LIKE THIS IF THERE IS NO END WALL THIS NOT THIS � BEGIN AT END WALL blocking should be installed after strut bracing (erection - bracing) is in place and immediately prior to laying 5•A 2 x 4 starter strut by 5•B Sheathing. contr. with framing Laterally braced end anchors by mfr. wall, beam, or see c C __� C. 2 x 4 STARTER STRUTS by contractor with framingan- ledger. =�\� SEE DETAIL ON Choi's (shipped loose) key truss manufacturer — see 5-A g + SHEET OF FOR �/� FRAMING ANCHOR DETAIL D. CROSS BRACING — provided for most bottom bearing locations. Cross bracing to be installed as each truss is � � rr Strut bracing by set. Contractor to bend ends prior to installation. See mfr. See plan for \� number of rows req'd. D. See alignment. \\ Strut brace by for mfr. See plan for den Beam or \` `4 number of rows ` ` wall support TJI60'M truss shown (typical). �� req'd. See [ j for (typical). Details for other open web alignment. CAUTION 17 trusses similar. Maximum of 3 sheets of plyw� O B S I T E HANDLING OF TRUSSES :4 truss length.d per a feet of r ` I truss length. .-� THIS NOT THIS REMAINING TRUSSES -- INSTALL STRUT BRACING AS EACH TRUSS IS PLACED USE THIS WHEN ERECTION BEGINS TYPICAL STRUT BRACE CONDITIONS _ IN MIDDLE OF BAY (roof, floor, or odd space) NAILING O P SHEATHING T O TOP IF YOU HAVE: PROBLEMS 5-C 5-D CHORD M �M BERS Plywood and nailing to conform to 2 x 4 :tarter strut , !1/ MAXIMUM SPACING MINIMUM SPACING DAMAGED TRUSSES minimum requirements as set forth by contr. with Roo, strut '� �----• bracing DI nails supplied by mfr. ep NAIL SIZE IIIA. TJL Tim T.TJM 1 i0 �``50 ' FIEIMPLD MO IFI framing anchors - — • b project architect, engineer, or Y P I 9 ,,,,^ 50 ®` Box .113" 4" 2" 4" FIELD MODIFICATION local building code. See for �< by mfr. ��. oar 8d " " " • QUESTIONS ABOUT maximum allowable nailing. ot�'�y<<` rnate�ial 8 128` 6" 2"� 6" THESE DRAWINGS Shealhin Common 131 6 2" 8 Box n ooG�a+�F 1d0 Common .148" 8" 2v:" 6" 171 - • �` ti s �• i/ ", Cox .12P' 6" 2" 6" Floor strut .+'/.� 12d Common .148" e" 2'/:" 6- ' bracing , '� Rax 135" 6" 2`/: " 6" CALL YOUR TAUS JOIST CORPORATION 16d REPRESENTATIVE --' i i Common .162" 8" 4" 8" Detail at 2 x 4 scab w/2 10d nails GNvG�t &aAT'1AC,k. __ Phone 4 � •f � '� Typical detail Chord members - -- -•- •------- -� odd each truss by contr. Nailing if more than one(1) row is used the rows must be �- at end wall g pattern to be per plan--i and , r spacing specifications. In no case shati nail offset at least /: inch. OR T / \ Strut bracing by mfr. See spacing be more than as shown In 14 gauge staples may be a direct substitute for 8d plan for number of rows g nails when having a minimum penetration of t OUR ENGINEERING DEPAP"r�JIENT each chord member. Nails shat! not _ ��''i► req'd. See for alignment. inch into the main member. n _ ! be less than 8d or greater than 16d. Lain., Nt>�-t N_ N G _ --- s of twenty or less and come banded together for handling and shiplrlent. To avoid damage they should be N O FIELD MODIFICATION O E TRUSSES I S PERMITTED Trusses will be delivered to the lobs!te it bundles Y g BOTTOM CHORD BRACING INSTALLATION MN (eft in these bandies antil they are ready to be installed In the structure. NV I�C�T PERMIT �CUTTINGr DRILLING�`�R DAMAGE OF THE CHORDS OR 11VEBS. Miscellaneous hardware such as bearing angles, fag screws, bolts, nails as required by each specific job are shipped with the trusses and come in bags or BRACING BELOW IS FOR i YP'ICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). boxes. Bridging materia! and pre cut bloclking Items, if furnished by the menu facturer, will come bundled and banded. DO NOT MADE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVAL OF 5•E Cross MANUFACTURER. bracin EJ �1 O BS I T E STORAGE OF TRUSSES NOT THIS THIS � '� / Approve And return those drawings as aeon its possible.Trusses will n o1 be fabricated and delivered until approval Is received. M Manufacturer Is not rwsponsiblle for the deolgin of the supportl+og structure. Manufacturer's respo.tsiblllty Is for the design of floe truss" - -_- - speclfled In accordence with the design loads specifled. Bridging where All materials shall be furnlehed by others unless spoclfically noted"by menufactur"e' heroin. shown on dr,,twings Accessory items such as pm-notctied plates, block", bracing, bridging, etc., must be properly Installed as erection proceeds. i J,. I l e r ; 'I'11 '1 L ff�li - each ,� IMPORTANT: USE PROPER SIZE NAILS TO FILL ALL NAIL HOLFS IN BRI[ica NG CLIPS, STRUT BRACING AND I.ARINQ CLIPS. 711 4 1 J TJL TRUSS r •�'y Manufactured By. w .D .. TICyF�fi.I7/ cxe ,- �'� �•naa Cro s bracing Is z bracing shown for double ^__ - _._ . __. _._.__ _- - • --^ _ - - - chord trusses similar >>>; for TJL truss. Subject to terms and c nditions on tete Purchase Agreement, t have checked all rhe dinrlel'ta►ofls,qua^- �, , p titles and loadings and warrant that they are correct or should be c�xrewted as noted, and specifically • i j ' hereby agree and acknowledge that erection of said melterials It the aide roll}_nsibitity of purchow. •. .. ,I -._. --_ _ _...:- �_ - .-. -___ t � � 1► 198 t ❑ APP oven, no thane Purchase; Date 1 x 4 Haller re aired. �Q>1 , r g .__.-�_ �_..-..- ---_- _ ._... _ _�_..�.._.._....._ q ❑ Approved, as corrected Attach with 2 8d nails. Nallrr required at 3 By spans !artyortd �+ fr�el. ir 4 Mut I ' w_ .._..._._. ....�. ._ ..._....._ _.._. Brlr1 in if shown DRAWN CMECKac r,svtiao 0/10iM1 NO. M rreu� Jf�lzT CORPORATION DOUBLE CHORD TRUSS on the drawings. sr oATs C aAT1 �r DATlt , It is okay to stack the bundles as long as an adequate number of stic:cers are provided to prevent damage, and normal safety precautions are followed. During storage at the lobilte,joists should be given the some protection from weather as Is normal with other wood products. 1,1111.1 I7�a•i1 I I III 1 I III 11 III 1 1 IIF 1 iI1'I I "1II I I II( I I I�1 1 I IIIII I I�I I I (II I I rIl I I III I I III I I III I I III III I 111 Ill Ill 111 I I I I 111 r Iq µ� e � � R y A ., - . -�l I I 1 1 � � 1 1 1 III III 1 1 I ( I I l l 1 1 �' I I III 111 , I I I III Ill I •I I I I I ( I I I I I I I I I Illil •III111IIIIIIlII,1I � �� it e NOTE: I F THIS MICROFILMED I TOWN ?'- 3 4 — 5 6 --- 7 13 I O �Y I l 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THF pUALITY OF THE ORIGINAL DRAWING. OE 62 eZ LZ 92 SZ HZ EZ ZZ IZ 02 61 el LI 91 SI bl EI 71 II 01 6 8 L 9 S �� h E Z I "•"" r11IIIIlIINIIIHIInnIInllntllnullllllllllllllllll11Il1UIINIInulnn�niI111lIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIlI1111III11IIIIlIIIIIIIIIIIIIIIIIIIIIIIIllIIIIIIIIIIIIIlIl111ItIIlIIIIlIII11IUlIIlll1 AliLyH-7, 1992