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9650 SW TIGARD STREET LMU ORK� 9650 SW TIGARD STREET •M, w�Z�{rtg { mak{ • 1 t t'R 1 v A 11 t � .. p it •`S a q* � fyY�S. t 1 �) l 1•Yy It p' 7} � Ii� 4# ,,,yyy ti `. rr�4vt r„ 1'll�y� t�I L,N r ��t1 thr�,•�„ ' + -'1( 4�Sr'IlN4 yyi, i fT k AtS` "1tl Il.•t 1 14` � i 3'Jt !� �� S ���� �L11{'1J� L' br`yi; +rat�i•i�;,. 1 I E 3 � y 0 tn �o i { M. o .✓ � � �� �I is iR — z - I col 9 ,00) ' I a' f � z ' o c 0 °0 wCd o z •� to o �3 Ir ^ N u OO d I a� f to IJcd P-. � V HZ F � w • ` r O Oo° ' rt bo in 00 to i to to d H -c Cd C7, m 0 t4 Mill INMCTM NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone:639-4175 • Illyps of Uispection Date Requested T1ffw--AA4.—P.M. Ackkess P lclls�- .—-P Permit Lot The following DAIding Code Asliclon"are required to be corteaed: `� -7ZzS WN Prown"d to - P-T Ammwed In"etor - F1 Dimpproved Date C-41J, FOR REINSPECTION E] Y28 El $40 No, 29971 13125 S.W.HALL BLVD. P.O. BOX 23397 TIGARD,OR 972,11 ��- Name ------._. address - — — Loi Block/Map sul5divisiori/AdarNt � A Permit N's Bldg. lug mb Cash h Hewer :ether - of Rec. t3y Acct. No. 4?Dsscrl tir _ on Amount 10432 9jullding Permit Fess_ 10431800 Plumbin Permit Fees — 10-431.801 Mechanical Permit Feas 10-230.501 Statb did . Tax 10-433 Plans Check Fee _- 30-443Sewer Connection 30-444— Sewer Inspection 51.448 Street Syst. Dev. Charge 52-449-6lb7 Park' I S st. Dev. Charge 52-44"2o 82o Parks II syet. Dev. Charge ""-'-- 31.450_ StormQrainags cyst. Dev. Charge — j 10.430 Business Tax 10 —_ — -434 Alarm Permit 10-227 all -- ----—y -M-- I10455Fines TrafflclMls�+/Parking 7-02-36-- CPTH Tra1Icc/Misd/Vlc. s,-l. • 10 4W— Indigent Defense r 30-122-101 ewer Service/l§A -- 122 40 Sewer Sery cel ity -tom--_- ewer evla�IZ1fy mint. -�"' 31-124-- form BraTnage 4 _ ancro grin. FFymt. — - ncrotint. mt. TOTAL ,� o DEPARTMENT COPY . ... •.......:...... ...:.r...+:..._...:iu..w..nr+A.a�a•'w^.,..�'UeSuw...w.uwa.+a.raw�+sac.YSMw tc•w'+Wm.:,.wrmrw+Nwr�.nLtawSWkattiruNiM14ttiMtNGewia :wn�na.wnrv;.r.a...w.......,.................. ..,_.. ,.... Washington County Fire District No. 1 City of Beaverton Fine Department M-- act Tualatin Rural Fire Protection District February 17, 1988 Greg and George Bull P 0 Box 252 Beaverton, OR 97075 Gentlemen: RE: Data Safe, Bldg. A 9738 S.W. Tigard File submitted plans for installation of two access doors are approved as submitted with the following condition: -a Knox Box system be installed i.n accordance with Fire District regulations and rept,i esients. This will house the keys for the locks of thsse two doors if the doors are to he locked. If I can be of any further assistance to you, please feel free to call me at 669--8577. Sincerely, TUALATIN RURAL FIRE PROTECTION DISTRICT Gene Bi',rchill Building Official ssw CC. Tigard Bldg, Dept.. Inspector Ray s• .4 k� .......w4iMKd11.0.ri1Wd�4WWi luL4,Y+w"lium'.wuwl'....:..+aJ.4N:ysrMwM.1W.t}n.AYJw,Swu[au,�.'rr'.W,w w'.M:w..WLM f.fWnlJ+.4M.W4YfW4✓Yr.1KlMlMbs✓JW.P.Nw..mJ'.y+w...wn.«. ..... ..................... Wk tA* 19/4M& P.O.BOX 127•TUALATIN,OREGON 97062• ,tanu..t r� Cres and George Mull P 0 Btu- 252 Deavertcnt. OR 97017.5, Gentlemen: RE: Ds1ta Safe Bui l.diuN 9718 S.K. TIgnrd notal. Halon plans fssr the two vatilts have been submitted to this •,ffis-e f►.sr review nn,l tlpproval M Casc•nde Fire Snfet.y. As these ,ystems only protest the vaults, it 1.9 considered n I-ertial protection Fystem. Uniform M.M.ding Code, in this Ipnrtici lar cnae. requires thnt the entire building he protected due to the 1.8.4Cc of openings in the exterior st ructuro7 (teniform Bul tiling CnclP Ses-. 3802(h)). Additional nutomatir fire protection will. need tis h�. installed in the I+uilding to protect it 111toughout. I refer yon trj my J.atiunry 14, 1987 plats revipie letter. also spellinp ottt this roqu i.t ement. 1f 1 can be of nny further r►ssistnnce to you. pleslse feel r.cee us 11011 ere at 649-P577. Sluci�rely, TUALATIN RI'RAI, VIRE RI►I'PCTNN M'4TRICT i.rct►i t I �"' Builstiu�� of u�•i:,l k; SSW rr: TLpnid Bldg. Dept. Inspector Pal Jerty Barnett .-. ._. `..... . ......._�,..svWtiii/.Ntlwwe..,yw...w :rlwMiLF.w+YMINiM wnwFWur.v.rw...n+n.Mwa wv..vx.ye�y«+arwww•w..r.......r... .�. 1 I kwj P.O.@pK,97.TUA4 r / � 1.A71N,OREOUIN 9708!• 1eo 0 DecR,mber 18, 1987 Greg And George Mull P 0 Box 252 Beaverton, OR 97075 Gentlemen: RE: ^are Safe Halon Protection Ploe.K 9738 S.W. T4"o -! Chert The last few days I received drawing one of two drawings for the Halon system proposed by Cascade Fire Safety. f.s this is a partial set of plans, I cannot conduct the Clan review. Please forward sheet two of two for these piens to this office. Additione.11y, this office should have three sets of complete plans for review. Our sut Is retained for this office's files, one set for the CIty Building Dppartment's files, and one approved set for the .job As soon ns I receive the additional sorts of plane, and the second Sheet. I will proceed in doine, the plan review. If ? can be of any further [Issist.ance to you, please feel free to fall me at 649-8577. Sincerely, TIJALA71N RURAL FIRE PROTECTIO DISTRICT Gene Birchill Building Official fssw cc: Tigard Building Dept. Inspector Ray Jerry Barnett i pp .,,..:.:..u..rw.r.tuwK.m,.:.a..avai.ww...`warn+ewe.wa..................................._....,,�........o...-....�.........r......++.naw«•uw.,,�........:.w.w .mw..o-.,.rw......w...,.. ..._. fl Y � (cr.=nCI WARD December 18, 1987 Mr. Gregg Mull Covesco Inc. N PO Pox 252 �t Beaverton, OR. 97005 RR: 9650 SW Tigard Street, Permit 06921 Dear Mr. Mulls Your vequeet for a variance from UNC 710(1 ) 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 aohall accessible by the occupants. If you have ani• questions, please call me at 639-43.71. Sincerely, Brad Roast Building Official cc: Bert Parker, WCFLN 01 (F cs/23JOD s. i 1,41259WHn11&vd..PO.cl x 23397,11"d,OmKm 97223 (503)634-4171 s� i P.O.BOY 127 TUALATIN,ORCGON 97082• December 16. 1987 Greg and George Mull P 0 Box 252 Beaverton, OR 97005 Gentlemen, PE: )uta Safe Building 0738 S.W. Tigard Street FM2 253A-294-000 This letter is in response to your lettf: to Bert: PT.!4vr, WX P.h. No. 1 Fire Marshal, received the week of December 14, 1987 in which you request a variance from the requirement of a permanent--mount ladder to the roof. I resrectful.ly submit that the Fire District is willing to give this el.lowance provided that a ladder is provided on site (inside an overhead door) and is readily accessible for use whenever arress to mechanical equipment on the roof 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 ION DISTRICT Gene Birchill Building Official SSW cc: F.M. Morns F.M. Parker Inspector Ray Tigard Bldg. Dept. : ,, r._ 2445 Seta. `Thio erlirw Dr, vort-land c v. 97225 rl!(,a4 w 10, 1987 Prad Rpt:-Building rtficial City Of. Tigard Tiqu%i Or, 97223 Arad, CRS our latest irnspectian U4u,1.1 Pluilding Additic n, 9650 S.,4 Tig- ard St., ftrmit A 6921)c.km-qe Steel i nf.'a mW us that we am not in oonnlianae with UMC 710(h) re*dring fxiil&rM with rooftop MW .mita to be ejqtxipW with permanent stmebu s and/or molww. in which to access the roof" . V fortire&tely, IM to the sensitive nature of our rentaars bus- inens, (high gm- Witt' et7nrw— Of megwtin Oewputier take) any lAddlrs mrnmted en t :,f the building, or hetes through they rooftop ore not feasible for these reasons, Any person crmid clivb up such a ladder, thn aim_ promising the various alarm systene in the building. 2). Tbaftnp hetdxbs would have to go thra* an ei" aa^efloar aetling, -AAcih is not passible now do do itis prestreaesed eorustruction. "wre.'or+e our- only alternative is to seek a variarxv, in t..he hopes that you will vmive -the requirements of UMC 710(h). Sirxmrsly AU %d Ps- A COVILespading letter hats also hem Ment to Hart F%3*er W.C.F.D. Al for review, i 1,144 INSPECTION NOTTE UL/--//v/ City of Tigard Building Department P.O. Box 23.397 Tigard. Oregon 97223 Phone: -839-4175 Type of Inspection Data Requested �' ---�� Time A.M._ P.M. Address �G �✓ �� Permit Owner _—�� --- Lot #` Builder — -- The following Building Code'-deficiencies,are required to be corrected: —==J__x'15.. �� 2 v (/P•-(.�"' .it.P c �a Prennted to _ U APlved Insgwdor Det. CABG L FOR REINSPECTION El YES F-I NO CrIyOFTWAND No. 27 7 , 13125 S.W.HALL BLVD. P.O.BOX 23397 TIGARD,OR 97223 Lot Sutoclivislont, BlockfMap yd biih Check Permit Vs Tal'i Plumb 70 - —er Sewer Other tN 6t h BY �— --c"'- Mo. Description Amount 10-432 Building Permit Fees 10.4314500 Plum no Permit Fees 10.431.801 j Mechanical Permit 10-230-501 State Bldg.Tax_ 10-433 Plans Check Fee C)--6 30.443 Hewer Connection Sewer Inspection 51.448Streetstreet Syst. Dov.Cha!gt____ 52-444.810 Parke I Syst. Dev. Charge 52449420 Parks 11 Syst. Dev.Charge 31-150 Storm 10-431) Business Tax 10-434 Alarm Permit 10-227 Ball 10-455 rwisTrifficimisdiparkin ir 10-230. CPTH TrafficiMied/Vic. Asst. _Indigent-basnee Sewer Servic-e--/U-UA -------------- 30-122-402 --Sewor ServicelCity 96 or Sevice/Clty Maint. 125 --U-n'matchvd 31.124 Morm qTnage ancroft Prin. "t. B f- I mt.microt I I-t. _771 T _10AL er (D CITY OF TIGARD MECHI 64-10 4L PERMIT- Pw* 29'� - NAl1F Permit# 1A�bM 7A 99wfto o�I Cc& an PIfaL'� AW City of Tigard i 13125 S.W.Hall Blird• 1) Perr tit Fee -0- -0- 10.00 P O.'Box 23397 ---- __� Tigard,OR 97223 2) SupplernenM Permit 3.00 839-4175 Pom00 Furnace 10 t ,000 BTU t) kid.ducts 8 vwft 6.00 2) Fumsos 100,000 STU + 7.50 Ind.ducts 8 vents ice.a a.,wsK,n� 3 Flea Furnsce 8.00 Md.vent_ Job 1 Su�errded Malar.we l h"W Address / r_ 1 / +ti' = 4~' - or fbor mounted healer 8.00 Tax 1.1% Map NX Writ not Ind.In 0.01 trroa� �barYioo !i) aVNaimpermitPhN ,9.00 d ) _ 8) R cooling, i let 8.00 2122 - ��W/-Z WE Adron Php,y Boiler of comp b 3 HP Owner _atrsor .unit 10100.000 BTU 8.00 C�Naar ap 8) BoNer or comp 10 3 HP-15 HSS 11.0(1 .unith 500,0G0 BTU W- 9) Sollw or comp t 5-30 HP 16.00 unit%-1 mOm Mmr�OP"l Phww 10) BONer 3OM H 22.50 is1 Bollordr ars C�rI 11) abemp. 1.750.000 STUZip _ 31 50 CNy&4.Tex No. 12) t lr 00 C��b 4.50 1 h%T*j dwwWsdge to 1 hM rod I* #w m domwbn ellen i. 13) 0 OOO CFM T.60 aon»ab errs 1 Mn s»o «drwrre.0 a Mr ownx.smr paw&uen+ik•A gm a aon�►Sn,o.wllh eaa awe rhn r.m»p�e,.e. ,.»ear.eukan aond rhea allt 4) Non portable 4.50 r�r+o«oa.n 4 oon.ai.!w r+r has+,eaa nBMr�oion a.n.O/r.roMon twowl. evaporeb cooler 15) Vero fan corNysc.'bd 3.00 los skvW duct Vendlellon not. GU1 so� /7) Hood served by nwri wiCyexhom 4.50 « taa o type — Dsecrbe work o adr"*dition !q anersdon CJ t�) krclrlerror 7.80 tobedone reekler" o norKeddsnNsl 01 19) CorrN wdelorkMustrW ExieNnp use og inclow" r 30.00 !wtkt or Inper1w cL 20) ONW Lo.,woodetaae,warn 4.511 ►'�ropoeed use(if Mlrr.torr,dWiss etc uLo ft of property zt) t3a rel— oil natriral t one b lour outlets 2.00 Tyw et h �,d 0 �• IK LPG o esseb o — 22) More Ihen 4-1w ouHet 7M8 PERMIT BECOMES NULL AND VOID IF WORK OR CON- - OWTaTAL STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 Solo4nou"MAROE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN R61HW 28%OF SUe-TOTAL, ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. — TOTAL special CondAkms_ — --- Date hmusd. ` by �._ I SUBMITTED FOR APPROVAL CEGRGE MUL _ WAREHOUBE OCT 2 3 1987 Page 1 i 10-23-07 GEORGE LASCLO P.E. -- ITOIR'SE.-M.CLACRA __-__---- DIMENSIONS C014CRETE & STRAND DATA Span 24.75 Ft Concrete Density 150 Pc f Tribute►-y width ::,f ICppll"ig a'' 22 Days 30n00 Psi Uniform Live and D. lcad 48.C-0 in Strength @ Transfer 40C►0 psi Flange total Thickness 4.25 in Strength a 28 days 6000 F's i. Flange Width (Peam W) 48.00 i►; Web Width i-2.00 iii 1/2 ir► dia.27r► Ksi Strand Deom depth 8.00 in Initial Force/Strand 28.91 F':ips Composite depth 11 .00 in Add_.d Weight of CompSec. 150 L.bs:Ft Uniform Live Load c5 Lbs/Ft2 Transfer Force/Strand 27.74 Kips SUpel-imposed Dead Load 20 LbsiFt2 Final Force/strand 22.98 kips ;SECTION P'ROP'ERTIES: BAre Gection Composite Section Areca 214.00 i n2 315.80 i n2 I (moment of inertia) 1676.00 in4 3839.40 in4 Y top 2.00 in 2.23 1n Y top--tapping 5.23 in Y bo'Gtom 6.00 in 5.77 in S top 838.00 in3 1721 .70� in3 S top topping 734. 11 in3 S bottom 279.33 in3 665.41 in3 D a hold-dawn 5.75 in E a@ hold-down 3.75 in D a0 e1►d 5.75 in E @ end 3.75 in Ha.. flA.8- AAT}A Hold Down distance from end of beam 24.77, Ft BEAM WEIGHT 222.92 Lbs MIDSPAN MOMENTS M beam (slab) 17.07 Ft-K.ips M added composite sec . 11 .49 Ft:-Kips 11 service (superimp) DL. 6. 13 Ft-F::ips M LL. 7.66 Ft-Kips Mu (regUired strength) 61 .57 Ft-K Ips ��► 16 STRESSES IN MEMBER (F'si ) USING. 4.51 STRANDS t 0.6858 int) Fi=28.41 k;ip ) ------------------------ - Compr. + Tense ALLOWS ' FEND. Q. *L 0.2*L' 0.3*L 0.4*L. Lc SPAN Transf.Top +379 _ -25 -i 13 -181 -230 -259 -269 Transf.Ptm -2404 -2262 -19'913 -1792 --1646 -1558 -152L Final Tap -2700 -E'0 -202 -344 -445 -505 -525 Final Ptm +465(+930) -1874 -1343 -930 -635 -458 -395 i Topping Stress 2E'5 Psi phi Mn CAPAC: TY 104.53 VAp-Ft > 61 F•;EQD.- 61 .57 KIP''-P-: nh i MSI / � ..» Mrr ... rF/irl• c ,h i ti.-�-'' '-!.y'!'1 .. +.1,,...'.. i r-rs .�...wa1. 6_.�.....r.+.�.................i.....�..� . .. - �'�y'T�.y✓�.'.��'Y1'Vs">f n.Ib�..W.,��.IiWY",4fa1.rYew.v..+l.WaMVlItM11AUWMwiP VeN....Ww'Mwa.rMwwhv.a..rwiew.rr........-._..�..._....--....w........,_....... GEORGE MULL WAREHOLIZE Page 2 y 10-23•-87 GEORGE LAS-LO P.E. ELASTIC MODULI --------------- ElastiC Modulus at days 4695.884 );si Elastic Modulus at Transfer 3834.254 k:si CAMPER AND DEFLECTIONS Releasse Erection Fine.l Dean DL re. 0.804 in 1 .447 in 1 .769 in I"seam -0.293 in -0.542 in -0.703 in -- ----------- NET CAMPER 0.511 in 0.906 in 1 .066 in Composite Topping DL. -0. 161 in -0.370 in Superimposed DL. -0.037 in -0. 112 in NET CAMBER ?.707-in -0.584 in I_L. Deflection 0.707 in CAMPER AT FULL DL +LL -O.S97-in- SHEAR VALUES AND SHEAR REINFORCING - Ft From END 1 .2 2.5 3.7 5.0 6.2 7.4 8.7 9.9 11 . 1 L.c SPAN Vu (Kips) 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1 .0 0.0 phi Vci 83.7 39.4 24.8 17.6 13.3 11 .8 11 .8 11 .8 11 .8 11 .8 phi Vr_w 24 .2 32. 1 37.5 37.4 3;'.3 A- 0n2/Ft)0.000 0.000 0.000 0.C100 0.0(10 0.000 0.00►0 0.000 0.000 0.000 0.000 Maximum Stirrup Spacing ( .75h)= 6.00 in ( or 24 in max) APO 7 t. .3 ft,t f' R-� ItA'►�.� 5027 YiN v ir Ao X4 49P h, <h, 4-h..)Mtp 09 * n` 1 n 44 Yz Q k g�jol Al Al "r v l + CEW chanes Pm ct � � date , r °'" J,:� psterson of 1 I / If . � J 1HIMM RORK HU HUME HISIRICT P.O. SOX 127 a TUALATIN.OREGON 97N2 w PHONE"24"1 DATASAFE July 14, 19187 P. O. pox 252 Beaverton, OR 97005 23131- 1 253A -294--000 Insp. Type RAF Dear Greg and George Mull, This is a Fire and Life Safety Plan Review and is based on.,._ ,_ the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (IIMC ), Uniform Fire Cade (UFC ) , and other local ordinances and regulations. With plans submitted, it is unclear as t � from phis building. Calling it a warehouse revea swan occu— pant load of 6 people. Exiting through the one door shown on the plans into the next room would add to the occupant load. , f this added load, plus the 6 is over 10, then a corridor is re aired o* n shall be directly outside. Submit p la" Wi an automatic sprinkler sus to 1�1his..office USC 3 Exit doors shall be openable from the inside without the use of a key or ani, Special knowledge or effort. Manually operated edge or surface mounted flush baits and surface bolts are prohibited. UBC 3304(c ) Not less than one ( 1 ) approved fire extinguisher with rating of not 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 to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 .rW.rrrr.�. u 1 • I fllflll (l �U�fll HU HUME DISIRICI P.0. BOX 121 a TUALATM OREGON"%2 a PHONE 012.26111 Submitted plans are not approved at this time awaiting plans of the complete building and further clarification ' pertaining to exits, etc. If we may be of any assistance to you in the future, pleasf�1 feel free to contact us at 649-6577 x. yy .. Q•SvvIa�,'K4;'R.�i./f�i"JC•�'.fi�4"✓b'Jy,4`W'Mi}�uRgyf ') Sincerely, Gene Birchill Fire Prevention Bureau F l Yti7 6` MF:-'60 OCCUPANCY FILE LIST JUL. 17, 1997 14: 10: 01 TUALAIIN FIRE DIST (CPU A) Page 1 KEY SCREEN 1. Narre DATASAFE �. Zone-Occ #: 253A 7294-000 5. Special Surtl: '?. Fddress 9738 5W TIGARI) ST TI 6. Special Sort2: 4. Category 7. iiuer. ial :�ort3: BA:'4IC SCREEN 1 . Occ Phone 620-342a 16. Cenl;us 'Ira( t: 319. OI' Q. Manager Jerry Barnett 17. Coda edition: 1985 3. Phone 692-3020 18. B) dg Value $ 150, 000 4. Mail - Apt#: 19. Content Val $10, 000, 000 5. Address 9738 SW Tigard St. 20. Other Valuer $0 6. Cty, St, Zp: Tigard, OR 9723 21. 100 Cla!•s 3 7. Bldg Owner Greg and George Mull 22. URC Occl/fi. 22 B-,'/ 6600 a. Phone 292-6316 23. Fire Alrm : y: HA Honeywel 9. Suite--Apt: 24. Alarm Syst #: NONE ' 10. Address : P. O. Box 752 25. Prop in Usc Y 11. Cty, St, Zp: Beaverton, OR 97005 26. Date Built 8 -07/30/87 12. Emrg Contct: Rick Wooldridge 27. Date Remodel : 13. Emerg Phone: 245-0954 23. Gti ound Areie 3, 640 1h, Ins Type/Mo: INF / 12 15. 901 Occ Use: 899 General storage; not clan FIRE PROTECTION SCNEEN 1. Alarm Shuto`tf Location I-C, ON WALL IN BACK ROOM 2. Power Shut,3ff Location I-NE, ON WALL. IN FRONT OFFIC:E 3. Water Shut,,ff Location O-NE, AT STREET 4. Natural Gas ShutoFf Location: 0-•N, AGAINST WALL 5. FDC Location NONE 6. Sprinkler Contrul Location NONE. 7. Stand Pipe Lor.ation NONE 0. Attic Access Location NONE 9 Special Hazard Type Code 00 NONE 10. Special. Hazard Type NONE 11. Special Hazard Location NONE 12. Water Source Location HYDRANT 13. Stairwau/Vert Shaft; Prot Y/N: No stairs not enc. / I# vert shaft - 0 CONSTRUCTION SCREEN 1. Const Type 50 V-N 16. N Prop Ling 99 /30 CENTFRL. NE OF: STREE=T 2. 17. Wall Prot 00 NO WALL PROTECTION :3. Basmt Area 0 18. S Prop Line 8 /10 PROPERTY LINE 4. Total Area 6, 600 19. Wall Prot 12 1 HOUR WALL NO OPENINGS PER 5. # Stories 1 20. E Prop Line 2 /10 PROPERTY LINE 6. Height--ft 18 21. Wall Prot 12 1. HOUR WALL F40 OPENINGS PER 7. Inter Colmn: 00 NONE: 22. W Prop Line 1 tI0 PROPERTY LINE El. Roof Const 13 PIPE: TRUS 23. Wall Prot 12 1 FOUR WALL NO OPENINGS PER 9. Roof Cover 04 ORD UNKNO 24. Area Wal: 10. Roof Area O 25. Area Wal: 11. UBC Occ2/ft: / 26. Area Wal: 12. UBC Oc.c3/ft: / 27. Plan Loc: 4 & WCFDVI 13. UBC Occ4/ft: / 29. Misc 14. Auto SP Use: 15. Auto FA Uae: OFTMW ' July 8, 1987 OREGON 25 Years o!Sen4ce 19161-1986 Mr. George Mull Mr. Greg Mull 2445 SW Timberlile Drive Portland, OR 97225 RE: Storage Vault Addition - 9650 $W Tigard Street Dear Sirs: A plan review has been conducted for the above referenced project, the following shall apply: 1. Calculations from Engineer for the following shall be submitted: as Masonry wall design (wind, seismic, etc.) b. Maximum lighting standards as specified in Chapter 53 of the State Bu'_lding Cade. C. HVAC system as specified in Chapter 53 of the State Building code. (The above may ba 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 steeples are used in lieu of nails. O K 6. Specifications shall be provided for truss joists. 0 i 7. Specifications for "core floor" shall be provided. 8. Fire retardant roof covering shall be provided. (Class A or B roof covering.) 9. Provide access to attic space. 1.0. Exit door from storage vault shall be openable from the inside without the use of key, tool, or special knowledge. 13125 SW Hall Blvd„P.O,Box 23397,Tigard,Oregon 97223 (503)639.4171 ------- ;.r A ` i r Mr. Gei,rge Mull Mr. Greg Mull Page 2 July 8„ 1987 , 11. Stvrage vault may exit through one intervening room which has an exit directly to the exterior or through a second room which has an exit opening directly to the exterior. Storage vault may not a A thre)ugIa a storeroom or spaces used for similar purposes. 12. Tax lots 600 and 700 shall be consolidated so as to eliminate the property line froie passing through the building. 13. No construction shall take place frog 9 PM to 7 AM. 14. Items 1, 2, 7, 12 shall be completed prior to issuance of building permit. If you have any questions, please cal: 639-4171. Sincerely, Brad Roust Building; Official BR:cn/2003W •"i F7 ,.,,..,.. .....+4.aw-s..t4 Yi�'dLu+lBali9ai1rts0c+L:fol+rwYaw�.+Aiis:rotdlcx.WtaxfAusl vrrowair•wv..raw'•w.+i,r-.4twatiwwu....n..•,....«+..........-.. ... .,,..,r.,y,,.r, Y 14=13KIFIC dl , bid kP June 29, 1£87 87-611-543 1 S 1.�11)ifi• Mr. Charles Gary Peterson A'<� ETS PACIFIC, INC. 1730 S.W. Skyline Blvd. Portland, Oregon 97221 `; RE: DULL BUILDING ADDITION1" r AS DRAWN BY GEORGE E. MULL, DATED JUNE 1 , 1987 h_A 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 Requirement!-:0. Roof/Wall/Fioor composites, as detailed on the drawings, meat or exceed all of the Chapter 53 insulating requirements. Sincerely yours, CKT-21 i � — Andrew J. McCann, P.E. AJM:er PROFF�� Alli,883 OREGON SFar 2+ ogFw J. MGO 1730 SW Skyline Blvd. (� 0��1 Portland.OR 97221 1 / (503)297-4561 I -..:......,... ..w..+-«.. --..- .....-._.rVh3+.4^• it1.r .r--;-...r.-.rw....r+�!...rww..".._.....nm,'1i{�.. .....__..-..vTT"^,....s -....-_... BUILDING PERMIT APPI.ACATION w oATE____.����-���,�q �f�� THE UNDERSi©NED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 2rsll�i3lst`i OR AS SHOWN AND APPROVED IN'I'HE ACCOMPANYING PLANS AND SPECIFICATIONS. 0WHER P1Qjg,��-.fig LOT NO. �i--- ---"--- OWNER C.reor a greq_M1108 ADDRESS 9650_ SSR Ti i�ard St_. ~- PtInd '97225 _ ARCHITECT 2445 SIT Tibbe.lime Dr. ENGINEER B; ILU DER g � ADD�IES.`3 - -- DESIGNER --r ---- STRUCTURE ❑ NEW _❑ REMODEL, _❑ ADDITION - ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGEIMMMOLITItON [47tESIDENCE ❑ COMM G] EDUCATIONAL ❑ GOWT n RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB ] FENCE OCCUPANCY _ LAND USE ZONE --___BLDG.TYPE__..-FIRE ZONE PLAN CHECK BY __HEAT___- r_etsolish existing single family dtnellinq. septic tlnb to be pumped end filled„ and inspoeted by city. 900 ito be keret :144me Of alttisouT 11, awl -1" bmewcumtst E`VER PERMITif - - - —-- ----- -- OCG LOAD I•LOOR LOAD _ _ I4E1GH1_ NO.STORIES AREA NO.BEDROOMS VALUE -_BUILDING DEPARTMENT_ SET BACKS FRONT REAR LEFTSME RIGHT S;DE Permit 15.00 THIS PERMIT d4 ISWED SUBJECT TO THE REGULATIONS CONTAINED IN TIeE BIIILDINA GODS,EDlIIIOQ _-_ - REGULATIM4 AND ALL APPLICABLE CODES AND ORDINANCES,A040 IT IS HEREBY AGREED THAT THE Plan Check _ WORK '*TILL BE 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 Subtotal _ RESTRICTIVE-VOVENANTS.CONTRACTOR AND SUM CONTRACTORS TC HAVE CURRENT CITY BUSINESS - LICEN8E.SfF.PARATE PERMITS REOUgED FOR SEWER,PLUMBING AND HEATING. State tax .bQ _ —. 15.6@ sQc'Total - PDC# APPLICANT AQENyr LAppicovve�d_ Rerelpt NaPHONE �rrrrrrr� DAT! iNtIP. TYP!IN1PKCTION RlMARKyt _^ .. PLUMBING DATR Contra" P �— Par Itp RouOh�in y� Fix" Final "MATING Contractov Permit No. (Lr orINI —— Roughin __.—.... Find ~ 11lwlR Fl" _ Find —— — _ -- --_ Storon EwWnep (Rain Draln)Final _ Sidawaik care a sweet M.tKi.DEPT.FINAL TlIMrPORAMY CIERTWICATLr OCCttANCY -~ CdWrOnCAT!OCCUPANCY Final Zoning Fina !`�'�i�i�:iiia{U�Ili��lir'$�lf't11��iji�u�N;�)1'1." �':'�,!;..", ii:• i � .�yi• ,... �! ... .•.. r ..•....;Mji'; '-.��•• .. •i�:•.:;il, :yh�4"1'I�NIHMI..n`•''.Il A o. 23,00 OFCFff131:0 SOk POon 97 k "Win Bir�oltIm sue-'�II �IA•JAress k --jQ4Wh oo Lot � u Plwmo 11 t3tfter Acct.N"07 tt Fess Bulldiri�Perm_. _ 1().431 F�IumWn Permlt e01 anicsl Permit F ._...------ -.--"` 10.43 _...... — < 10.234-01 State 0140•Tom___ �, 10433 Pl&ns�CWk 43 waf 30.4� St. � Clev Cw.®rte - �t-�4e stro.t -�---•- - A49 iS10 P.r e!8r+,. Fieri Ghent_._.__._------ w ` I 62.44411.1420Pn�rk6 II Ysi. """• Sthrrt!CrcinR 8yrot. pev.Cher ______.____••--- •,.,.,_ 31-460 - f' ___.---- ,.._. 10.4.14 Alam)Permit __•--- 10.2e� BMII 1 F1ne 7rmliiclMlsdlPautc�n� _____ , f - 104�►'.410.4 (:P A TralticlMledlVlc. Ar-st. k i—n(rigint a ense -4 + Sewer ;,rS�1� r�r�ervtcelCit• y�� --- - .._...._...- '-"- rot r n. � �-------- CITY OF TIUM BUILDING DEPARTMENT PLM► CR9CK p0.: PLAN CEW,. APPLICATYON DAT& RECEIVED: P.O. Dox 13397, Tibard OR 97223 P/C DEPOSIT PAID: o297- /.- This is to certify that the attached 3 sats of plans have been submitted for plan check pursuant to the Oregon StructuraT-We and Fire A Lite Safety Code, .&-I-_ edition. n PROPERTY OWNER: OWNER'S ADDRESS: CONTRACTOR: TELEPHONE: 2 4 2 . 6 3/6 azZ,.' JOB ADDRBSS: LOT NO,�cS, _MAP: �25 ! �Z DESCRIPTION OF WORK: C-�'�c�' QG!/`�:G �17�' L4 Approvals Requirt;d_ SPE`UL NOTES � I , g12) Manning Dept. 0V9a J gC1/'` $�'�� o Reiniils atagineering Aepc. O Flood Plain/SsnsitLve Lands Q'Fire Distrirt 0 9-,W--k Availobility ' O Other O Otter Items Required �'h'�la,,/ ;,�d 0-i v List of eubcontractoirs 00 {� Duei-news Tax 0 Calculations OTruss Details 01 Parking Plan Landseepe Plan 0 Other PM a IF .o City of Sim MildLtg Depart"at Sri i BUILDING PERMIT APPLICATION DATE 6-8-87 �� QP7 9 4 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 292:--,31 A I,' OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER 125j$ LOT NO.., a 1 8A —~ OWNER _Cgorge/Greg MUJIJOBADDRESS 9650 SW Tigard St. Ptlnd 97225 _ ARCHITECT Same 445 SW Timberline Dr. ENGINEER } GUILDER ADDRE3� DESIGNEP STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR C] RENEWAL ❑ FIRE DAMAGErWMMOLITION !^J"�1ESIDENCE ❑ COMM 13 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _ LAND USE ZONE _ BLDG.TYPE -----.FIRE ZONE PLAN CHECK BY —HEAT Demolish existing single family dwelling. Septic tank to be pumpeo and filled, and in><sriactel by city. 41 asi to be kept Tree or l— a ris,arcl-Z10c..e�'.anee3- re ct+jvio — — SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT 140.STORIES AREA NO.BEDROOMS_ VALUE BUIL DINU DEPAMENT o _—_. RT --_- �E?BACKS I'f;LINT ---•—_REAR LEFT SIDE RIGHT SIDE ---_- Permit 15.00 THIS PERMIT 19 ISSUED SUBJECT TO THE REGULATIONS CIDNTAINED IN THE BUILDING :+JDE,ZONING REGULATIONS AN"ALL APPLICABLE CODES AND ORDINANCFA AND IT IS HEREBd AGREED THAT THF Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATICI^*AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE MUANCE OF T466 PERMITi OM NOT WAIVE Subtotal _ RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS''HAVE CURRENT CI111U1UNme, — LICENSE.SEPARATE PERMITS REOU RED FOR SF..WER,PLUMBIPC AND HEATIW.. orate Tax 60 Total 15.60 SDC— Total PDGN APPLICANT OR AGF'jiiVi A- -�--— - --�— -- . Receipt No.C. FnDAEBS -- -- "PHONE _^— hpproved ��1 ,_ for inspections call. 639•-4175 PERMIT NO. CITY OF TIGARO�T 6.1!•1179 DATE >���-�O I TALC MIA � MaliirNYON r.�...�--• Na MITT, Tigard Olt 97220 4001vfisl/ �,,�,�'•Z.-' - ti� „� sTAlR R[�O.N0.,r.--- fix►.OAit OURM GUNAw a PHONE - •, PHOHa STNJC"W f3 tawIMEMOOE� rOWTION1-06 • O-ACCEi9M (�OA"alk Q OTIMR `�E A 86111106"mCOMM _ [� 4TM Ei A/O • C1 N 5-ter Fats nOw �t,wet(MOCK�� T 00C�UFAMr 8 U►NO UW HONE E1.00`TYrt - sWr1�i0 t�.�-- �. CO 7 9 y c d rrn o _ `� -- Area Z 0'/0-- _ J �AWlRC!d0 ypOHT /S 6 HQ.OT01ME3 1 NCS. 101K10HS c1tX:.L0A0 40A0�''^�i LEFT"m W WIT O" a w+�.•�� n7N.aaa ENT SU 140(1 1*� " TQ TNt �Tws O WARM w TII<N Mq Oa16 amts 2 8"3.A fl Tm paidy 10 own �t ANO R a ummmv Pt.aCn.t t 3 .4 �w A000llo ° Cosa ►4 AIa ww&UAL AFVWAM iloM. � Ir amr w�1 Ns Rwaw , �����.grrAUAT'dPiw'a'ORlCIINI����� l4laisT�ut SOC— .._...._-- .._, .�_. ..._.�•• -- Tata he:7 `�7• / Wow --pas4pl No. w Rissued 6r_•_ __---AW6V"eT� SSDC SOC '¢ l RECEIPT i POC _ _ .� -~ ^- DATE PD- AFiAMT PD. -- SCUER CONNECTION S SEWER INSPECTION S ` SEWER SURCHARCE___,S - _,�- f!• �(1 T 4 PERMIT 1 PLI.w rac K �J BUILDING RWRIPT DATE: . 1 ADDRESS b LOT ! i SUBDIVISION HALM .3-0 .'ls.IMvio ACCT. 0 DESCRIPTION AMOUNT 10-432 Building Peralt Fees t 10-431-600 Plumbing Permit Fees _ 10-431-601 Mechanical Permit Fees 10-230-501 Sta*e Building Ta: S 10-433 Plans Check Tee 30-443 Sewer Connection (20X) 30-202 Sewer Connection (40X) _ 30-444 Rawer Insp!ction 51-448 Street System Dew. Charge (SDC) 52-444-310 Parks I System Dev. Charge (PDC) 3 52-449-620 Parke II System Dev. Charge (PDC) 31-450 Storm Drrinage System Dev. Chrg (SSDC) _ 1.0-230-505 TRFD (452) 10-435 TRFD (SX) 10-230-506 Washington Count,, Fire 01 (452) 1 10-435 Washington County Fire /1 (51) � 10--220 Amart/Wedgewood 'DOTAL 1 2 '1 � (Separate Check For Leron Heights 6150.00). (br/121.4P) •V � ..�rw..+ur.tW.�pni." wv.dwuq.,—=•. -,�..p.r..or......y...,�. ..�.._..._�....w.�.........���+wwwwrx+m.u1J+�wfMrs.W.wii/.�.rwvlf.tww.uKw.�.r�•w.nnw a.. ..�.. ,.«......... PROA w .. 4 G l N Ci�,,• r �► 7to 'p ' e .a CARP or c— AA o4 1 .41 M**^4 0:ylf Is la:�, MAW e#4% _ J charles pro eCt cWte gary pelarsonn4 - ionsuHFng engineer portaft Ofew y)l N ,, C --rep ppi Flo 4-M 0�,O) 10- al I rJL = �� -I-�o - ►O�v �vy� 8 Owl a� -11L� ire 4!owX.04 h W en �►�, Iol YV' ,fir -. C Charles Aln 110-7 gary ALr-olect rg�� date107 pelerson sheet M. sneer (Hand.ora on i . .,._...,.._......,.:�,.uuux.n:a.p .._._....:r::vw.rr,o-ew.+,�...:.,.�,...w.- _.....o..n.+...,.e.,...,..,.....»�,......_,. tong i ,,-7 Io ..._.._._. ti Charles date gary project T_ peterson sheet of Consulting engineer po tbnd.orOW . �.. ...w•...A��.... ._...�.nw4_�u�;fJ.1.:w1:JtG�Miu�itcS�ii{ULe1GMa'.MIYWI�K�Y�WW►YWYIw1Yw•rr�w�.x..:+r..�a«w•rn w� ...7�w. .. AOS,(S fte t+ *-WP ft*W- / ,!00`' a O1" A,4 , 14a (Z) -0114 -rm O*t,-r Ali cgwj*, 2 A 41_ 1 . 12 K-*I rw _ 00000o C-� Charles ro ect date gory peterson contutUng engineer portiand,oragoo ... __... ..........�..,....wv;a:.x✓.,;r,. :.•.n;..n..x,.:.w,auntmwmar.r...,..:rrs.rw�arw...awi.wr..ur.,:•.wra.warnr.Hansur..vr. •..v�.xwyenrr>�rwarnrrrw....w+w..«w..+..................__...._......._.. for inspections call 639-4175 PEIIMIT NO. (v -7 9Y CITY OF TIGARD $39.4171 DAT! --�---- r.�e OoxO� 97. Ugard Olt 97223 TAutwuP'Zs,�„_IAT110. ---- C�o+ G eck Y'll Lc.L/ JM.00Mss 6 -SW r1 and s ,g 4 y 5 S W t—i na..QJ► A-".41 STAT!RM.N0. •... OUtt SIRtDEl1 4 7 Z•tS MI�IOE/PS t/KM+E 9 2_ - ARO11fTECT -----� _=r..,,,. MOM _. OTNtA O few 1►E O STNJCIUF MFAM OMoMER C) OtMauiw,w O FOBNWJM O Comm O e011QAM4 000 , O O•ACO M► A Owe O OMM 0"1" OOIANAM Y ' LANO Use SOME 3 r- LI arY7 O -�.- �. ..� 00!'wlAAO ffi00Altr0/10 �� ,.._.�� NO.STORIES AREA MO.,e,,,0i1 0MS VALuf StNIONUpEl'ARTMeNTSeTeACKs "+T � - >ROt RMSl1tSIOt Primp /S'• o o TINS 1�t11MIT t0 ApSpj@MWftXM TO CQ 0 AM*A AMIMM A �m Coft TM R@W AT10MS ANO Au.AKIMQA/1�OOOS; I le 0 w�al�M;w"SR IONS W AOOO�NOl�A1ta tll!MSIIANOt �I�lMNf SOY �•1[ wfll+)AIL AM'LIGM�pffl� AMO 5110 G ONItiAr>aYONlr ve NAw ww"am s �' TAX INIMMMM SR TIMit=RIIOIMIMi1 POR S! ANO M UTIM ltlNs Tu 561aC _ ToIY rOCat PMpd. �MNUI - -- —_– — RooYpt No. � lNI.Ow ------ SSDC --- S S 0 C – _— _.._— RECEIPT I POC - -- •_--•�---------- DATE PD: SEWER CONNECTION S AM IT PD. SEWER INSPECTION —$_--, SEWER NSPECTIONS -__._..- SEWER SURCHARGE S o mai t n E e: _..._,�,,. � ►`. wami i -., -...,.,.d,.. a-w..i;•.m.rat►YwWtwY• _..xk+�..•tiyeu.�w�le.rwws�.lY1Ww•9N..w.ra.w�y w...urw..:..,.,..s.....>r...... .. ......+ ..............-..�....-.-......_ ..... ,,,., Somerset Sheet Mehl, Inc. coo -mchd i reaklentM/vWw 4 mi,vh 166 S.W.Freeman • P.O.IOK 154 • Hftwa.OR 97123 • 640.6670 I ` LENNOX LOGIC COMMERCIAL LOADS 0 LEINDII I"D'MTRIE6 1110.. 1666 ***ZONE TOTAt.S*** ! MULL BUILDING HT.LOSS -4337bl IN W. TEMP 68 HT.GAIN-S 21056 OUT W. TEMP 15 IN S. TEMP 72 HT> GAIN-L 5146 OUT S. TEMP 95 ** GRAND TOTALS ** T RANGE (F) 23 HT.LUSS 74337 DES. GRAINS 35 q AM LATITUDE 45 HT.GAIN--S 11803 I 1N.W HUMID 35 HT. GAIN-L 5146 MIN UENTii) 0 NOON TiMF OF DAY 3 PM HT. GAIN—S 14740 HT. GAIN—L 5146 ** ZONE 1 *** 3 PM VAULT HT. GAIN- S 21056 ZONE Unt . 27000 S AIR CHG. 0. 25HT.GAlN—L 5146 W AIR CHG. 0. 25 6 PM F:(�.uENT 0.00 HT. GAIN-S 27324 HT. GAIN-L 5146 OT LUSS-HT 0. 10 TIT GAIN-CL 0. 10 TIME-OF-DAY OF DOORS MAX]MUr1 HEAT GAIN HT.LOSS 211 HT.,GAIN-S 91 NET WALLS- 1 HT,LOSS 2?991 HT. GAIN--S 8344 CEILING/ROOF HT.LOSS 11130 HT. GAIN-5 315 SLAB FLOOR HT.LOSS ?298 LIGHT -OUERHE_nD HT.GAIN-S 4920 Z s >v INFILTRATION HT.LOSS 19603 Q i m HT.GAIN-S 5471 HT,GAIN-L 5146 — DUCT L.OSS/GAIN "�'*NDfitm "0 W&VmTY, EIT1rl1 ENW38 OR HT.LOSS 6623 ilCClA "IcOFFTWauy R Nlawy TO "a HT.GA]N S 1914 IWVMTI01 POMI6ED, AND TIS uEp DENT I LAT I ON MAT ASIRIM A" 01 MIT" lis uEE HT.LOSS 0 HT.GAIN-S 0 HT.GAIN-L 0 HUMIDIFICATION HT.LOSS 14?9 �,�ililtilil�� w �l e77 Corefloor Design Criteria ACI 318-77 SeM Weight of Slab ......................... OV) ........ 56 PSI Cross Section Area ......................... (A) ........ 214 int Section Modulus ........................... (St) ........ 419 in3 Section Modulus ........................... (St) ........ 419 in3 Moment of Inertia .......................... (n ........1676 in4 Concrete Strength at 28 Days(Pc)—6000 Pei Concrete Unit Weight—1560 pd ren `L Tv L+ ++ _7 314r air tLr e~ I I 1 11 I I I i u 7n~ H L4" 14 7/I" 107//" 77/1" I 77li" 147/1 —�-- — 1/711A1a// 111!11" 71/7" { 771." 77/1" 71/1' lwr 71fr• __—� --- --- 7a7tNMt5 47 7/a" r ble of ash superimposed bad(psf) ww�swa��� Qaa1Q- No. $pafMtaN. nation strand Mu 14' 16' 1s• 20' 22' 24' 26' 28' 30' 34' 34' 4CF8 4.7 54-0 278 202 149 112 e5 64 4',7 34 4CF8 5.7 66.24 258 1'94 148 114 89 86, 53 40 4CF11 4.8 70.12 276 2G6 160 124 97 75 59 45 34 4CF8 5.8 85.48 264 205 161 128 102 e2 65 52 40 4CF8 7.7 89.32 279 216 171 136 109 67 70 56 43 4CF8 7.8 113.85 288 230 lee 152 124 102 84 68 Nbtee Abm bad tabb b basad on a/bwad&W*wba o f O Yry or abwad da&Vn Ow"##A)w bowr gamma Los*shown bsbw dw*Ale an povemsd by sheer. HOLLOWCORE CONNECTION DETAILS i i I "'ALL I ftm I r @a~ rwiu�crs. HOt LOWCORE ON EXTERIOR BEARING WALL I I WALL oiwurNaE I AERAFt DOWEL TQPPW AT onYlntl MTOCOAR PLUA �- — ToppmrMIN / Al WuLowoora PLUG MARM PAD r SFAAM MM41 PiFFI. - �� MILL Mow. MaLL _ WALL MPV. TOITFq r w Iff �ORoED I A-/ Coll4MU.8 mt~PM Mau I HOLLOWCORE ON INTERIOR WALL jjjjjjjJjffmqff-xwii fill! �, �.,........ ,�...,. ... .,,uti..vb..rrW�:.iiidhi6Gitd47ifi't�ol.{4.R�dA� � ��dtJk�IN ��iii�*wrW4fi1W5` � 1/ it;i�dv"v�i�1, a1'4r",C.die&h1:tKN4tlyMk{R'.+YR�kltrbw:5�1MIq?ia,4E7t.v,:.. HOLLOWCORE CONNECTION DETAILS(cont.) WNL Ij II CM II �-- HOLLOWCORE OfI I I OR"Ftu vARIEs—MAV eF REW OOWEu j.NM NEIL.AS FLUSH WI M WALL IN lORITE nEQ D IY OEEIf1N tuppm r m. '%WALL RE W. _ ���J HOLLOWCORF rAMALLELWITH NOMBEAMNO WALL I H�Lowoont (XW*FLUG SEAW IAD I In=WAS M REO.CV oEaow II WNL IHOLLOWCORE ON COMPOSSM II REBAROOWEL CONCREMBEAM l I INTO TOPvwo it ------— 1OPPwOrMw I I HOLLowom wtNOS' IWRHAVML I WNL REW. 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I zf"WpOtnW1-oj_jonQ Cs d p rj '0_ O wc>Nj r 6 r: l� ct CC ,.w » ' O * ' !XO N . 1 1 Zig t(� 11 I LL '.D .r J �.� tr 1 ' twi ' K r mLLUJa0 Nuwll `JUon t 07 jr mj OL x 4 I pf lt•A« nN ON r 00 r S Ya l_ it 1 W I ' QS 2; ! 1 lJC a ! 1 Nawl1 rO- O4+ <1-tiN4 ; ' mA ... ... .. ` 0 OG 1 —1 C9 H CI. UOOm to I- I N�S 0 O ON r a X x wo U U Pyr-A-Lon 1301 Engineered Systems Ver. 3.09 Serial #00532 Licensev - FEDERAL FIRE SAFETY Results for system # 15 - DATA SAFE, 'TAPE VAULT #2 CASCADE FIRE Calculated ort - 1-Jan-80 at 7:36:35a - MANUALLY Total weight of Halon - 640.0 lbs. Discharge time - 1C'.00 sec. Total pipe volume = 5.234 cu. ft. Average percent agent in pipe = 38. '. Average discharge pressut-e = 225.23 psi . System requires: 2. cylinders ' of .3+50. lbs. size filled to 320. lbs. having a fill density if 62.76 lbs. /tuft. Manifold output at CENTER using 3.000 in. diam. pipe with a section length of 1 .A30 f t. of schedule 40 pipe. The cylinders will be connected to the manifold using a 2.OOu i n. diameter f 1 ex`pend of rt.000 foot length. Dyl# Strt Prs. End P-s. (lbs. ) (lbs. ) 1 196. 15 195.35 2 1W-. 15 195.:5 Pipe branch results: Diam Leng El ev Rate Eq Len Strt Prs. End Prs. End Der Hrn Sr Ds (in) (ft) (ft) (lbs/sec) (ft) (psi ) (psi ) (lbs/cu -1 1- 2 3.000 4.5 4.50 64.0 12.7 195.35 191.29 54.0' 2 2- 3. 3.000 62. 0 .00 64.0 89.2 191 - 29 173.55 45.2' 3 3- 4 2.000 12.0 .00 32.0 23.2 173.55 162.26 39.8 4 4- 5 2.000 1 .5 -1 .50 32.r.) 7.0 162.26 158.59 36. 1 5 5- 6 1 .500 15.3 .00 16.0 24.8 158.59 144.90 32. 3 6 6- 7 1 .500 . 1 -. 10 16.0 4.4 144.90 141 .49 30. 8 7 5- 0 1 .500 15.3 .00 16.0 24.8 158.59 144.90 :3::. 3 E: 8- 9 1 .500 . 1 -. 10 16.0 4.4 144.90 141.44 30.8 1? 3-10 2.000 12.0 .00 3'2.0 23.2 173.55 162.26 39.8 .1 C, 10-11 2.00u 1 .5 -1 . 50 32.0 7.0 162. 26 158.59 38. 1 11 11-12 1 .500 15.3 . 0u 16.0 24.8 150.59 144.90 32. 12 12-13 1.500 . 1 --. 10 16.0 4.4 144.90 141.49 30.8 1:.S 11-14 1.500 15.? .00 16.0 24. 8 158.59 144.90 32.3 14 14-15 1.500 . 1 -. 1() 16.0 4.4 144.90 141.49 30.8 Nozzle specifications: Hzrd D r i 1 1 # ID Brn Node Computed Diam Name Holes Type Part Number/Area (sq in) (in) (deg) N-4 14 15 . 8805 . 43300 i. 1 . 0MM 6 360 PYROB1033/ .88:15 N-3 t2 13 .8809 . 43300 11 . 0MM 6 360 PYR081033/ . 8835 N-2 8 9 .8809 , 43300 11 .0MM h 360 PYR081033/ . 88 N•-1 h 7 .8809 . 43300 11. 0MM 6 360 PYRDS1033/ . 88:35