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13993 SW BENCHVIEW TERRACE ADDRESS : Une-h a i ew r rm;e i:\records\microflm\targetstUilding.doc ti CERTIFICATE OF CITYOF TIGARD UCCUPANCY PERMIT #. MS T94--91 COMMUNITY DEVELOPMENT KIP.ARTIMENT 13126 sw HSN owd.7'Ioere,oregon 07223966 (603)639.4171 t- PARLLL. 215 F;" k1 "Si,'lk1 F:; Ar)DP~(3b. . . : 1.3993 SW RENCHV I EW TERR SUBD .ON. . . . : HILLSHIRE ESTATES 7nNTNSiR--7 G11 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . I03t5 wrv.y«r Wwr.....Uwww�.,...,._w_r,._.......w.,._..-.�.....rr.«_...r..w..r...r.w wuw.rwr..r....r.......... ._... ..............._._. -...... CLFS8 OF W IRK. :NEW TYPE Or L1f,E. . . o CF OCCUPANCY GOP. r R;3 OC:CUPANC`! Lo AD 1220 4 1'E:NONT NAME;. . . e Remmv ks : Path I. SIERRA PACIF IL DEVELOPMENT P. D. BOX 1754 4 , i LAKE OSWEGO OR 97 035 � Phone #s 684--3175 ASSOCIATED PLUMSINO COMPANY 6=aO BCX 30136+c F-0.0"LAND OR 97Z'30-936J' Phone #: 256_ j('8;cS Reg 0- 1 57890 OCCLIpmnCy of tht ai;0VP t-drfelt^enr.ed building is hevaby given, and certifies the compliancy with the 5cate Of Oregon Specialty C.siries for the praup, ac1.+ p-ancy, and use under which the referenced permit w..w issued 11etc RUiLi3iN(3 IN iF(..B"T'C�i? 4UIt_foitw �wr ICµ t POST IN CONSPICUOUS PLACE I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Lina (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. CeiAng Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech, Roug:r-in Fireplace Post/Beam Struct, Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San, Sewer Gas Line A Id , Plbg. Underfloor Rain Drain Framing -Plum Alarm Water Line Insulation Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: IS /,-2:3 l ._rj Mime: AM PM Address:-113 Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ _-! � r Date: M PPROVED —DISAPPROVED _APPROVED SUBJECT TO ABOVE --Call For Reinsp. Steven A, Christine L, Marsh 13993 SW Benchview Terr. Tigard, OR 9722) 503-579-5277 February 10, 1996 Building Division 13125 SW Hall Blvd. Tigard, OR 97223 Re, Pern»t # S WR94-0124 SW Benchview Terrace In regards to the above mentioned permit. Please be advised that neither my wife Christine nor myselfhave any knowledge of this permit. We closed on this home at 13993 SW Benchview in May 1995 and haven't had any work done on the property that would require a permit since then. If in fact this permit was issued to us it must be a mistake. Please advise otherwise. Sincerely, Stevr,n A. Marsh CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec O-Ptione): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fire Post/Bearri Struct. Plbg. Top Out Elec. Rough-in Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing Alarm Water Line Insulationeco Underflr. insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: I Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: fit- -f Au Inspector* _ Date:��_ _APPROVED 0---'DISAPPROV�D _APPROVED SUBJECT TO ABOVE= Call For Reinsp. INSPE4'TIOM NOTICE City or Tigard Building Dopartment 1.3125 St Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phons): 639-4175 Business Phone: 639-4171 I nspoct f on z Footing Plbq. Underslab Mach. Rough-in Pound. Plbg. Top Out Can Line ANAL: Poet/BeAm Struet. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Inavlation -Plumb. Plbg. Undertloor Nater Line Gyp. Bd. -,Merh. Date Raqueateds_ G�I // ~ I� / �1 _--Timet Y—AM _ � CPM 1%ddress: 3-- / / / _F) VA,,f ✓% f_A) Permit f t���1 T Builder: Q TNN FOLLOWING OURRECTIONS AAE RRQUIRED: — =� -41 eizz %, 5� 1 - "s Tnspector: v ' zh Date: 4_5' C APPROVRD DISAPPROVIM �PPROVED SUBJECT TO ABI Call For Rein p IND ECTIOK KQTICZ City or Tigard Blullding Del+art�t- 111]5 6e Nall Blvd. Tigard, Oregon 97223 tnspoction Line (Rec-O-Phons)t 639-4175 Ruslnwxx Minot 619 4111 Inspection, 9outing Mg. Dnderalab Koch. Rough-in Appr/Bdwlk Found. Mg. Top Out Gas Line FINALi Post/Roam Struct. Zan. dower Framing -Bldg. Post/Roan Koch. Min Drain Insulation -Plumb. Plhg. Underfloor Nater Line yp. -%� ' -Koch. Dago Requent.adl G� r> � _ Tiaet —AK Addrasrr l!L �T1' N171t nullders lO 9U -Ay00 /7 TNZ FOLUMlKo ODMZCTIOKB An RBQDIMMI TA i > � � ►�� � —_c.A- __ Jr Inspectors_ ,—/" — natal/v—/0 APPROVlD DT8"PROVED V APPRcrvRn OnRJUM TO AM= _Call For Rslnap. iN8P6CT'loN NO'1'IC& city of Tigard Building Department 13125 RW Ball Blvd. Tigard, Oregon 97223 Inspection Lina (Rec-O-Phone): 639-4175 Rueineae Phone: 639-4171 Inspection: -_—.-- Footing Plbg. Undersiab Hec::. Rough-in Appr/Sdwlk Found. Plbg. Top out Lias Lina FINAL: Post/8"Am Struct. ban. Sewer Framing -Bldg. Post/Beam Mach. Ruin Drain Insulation -PLImb. Plbg. Underflooc Nater Lino 8,:� -Hach. Date Requested: 10/{D l9 Y ._Timet AN PH Address:_ Builder:_ THE FOLLOWING ODIC erloNS ARR REQUIRED: 1— rCt3 drt tiY/ .tJ���1wi' A - - - Inspector:_ Dater_10 _APPAOIMD —� DIBAP�P O`MD APPRC"b SUBJRCT TO ARM _,Call For Reinap. P, INSPF 7N Nom' City of Tigard Building Departaent 13125 SW Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rx-O-Phone): 639-4175 Business Phone: 639--4171 Inspection:---__ Footing Plbg. undsrelab Hech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Tina FINAL: Post/Beam Stract. Sen. .lower Frnminq -61dg. Pont/Beam Hoch, Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. lid. -Hoch. t" Date Requested: J / Time: AM PH Addrese: � /1� i L�*x-, n permit #t l `I Buildort TBR FOLLOWING CORRRCTIONS ANN RMWIRRD: Inspectors__ Datst v �- APPROM DISAPPROVRn APPROVRD SUBJRrT To ABOVR Call For Reinsp. XNSPSCTIOR NOTICE City of Tigard Building Department tt 13125 811 Ball. Bled. TLgard, Oregon 97233 Inspection Line (Rea-o-.Phone): 639-4175 Busineoe Phone: 639-4171 Inspection:_ rooting P1b9. Underslab Hoch. Rough-in Appr/sdwlk Pound. Plb9. Top out Gas Line �/ rT.NALt Poet/Beam Structs San. Sewer rami ,/� - Bldg-Post/Beam Koch. Rain Drain Cnsulation0 -plumb. Plbti. Underfloor Nater Lino Gyp. Bd. -K4p^-h. Date Requested,__ C 7 L e V Times AN PH (� ! -7 P�irmit #1 Builders j� / THE FOLLOWING CORRECTIONS ARE REQt1IRRDt 01 Inspectors -APPROVED DISAPPROVED APPROVED SUB.78CT TO ABOVE (> Call ror Reinsp. INBpEcr2oN No�'�cE city or Tigard Building Department 1312S Be Ball Blvd. Tigard, Oregon 97223 rnopectlon Line (Roc-o-Phone)f 639-4175 eueineaa Phonal 639-4171 Inapectionf— rootinq Plbg. Underolab Mech. Rough-in AVVv/Wwlk Found. Plbq. Top out Gas tine FINALE Post/Beam Struct. San. Sewer ramp j lie_- -Bldq. Poot/Boam Mech. Rain Drain insulation -Plumb. Plhg. Underrloot eaNatV ine Gyp. Bd. -Meeh. �l , Date Requteds_ ! ( Timal AM PM Addresses Z3 22 3 — EL- 1 r C/Clasmit Rf � Builders 2 5'6 EL — I / — 1���.��L.:G CORISECTIOMB AAE AEQUIREDf Inspector — -� Dates — _— APPROVED - _ nYsAPPROVED 'APPRoV't0 BDBJECT Ttl ABOVE Cell For Relnep. SEN Q", '9.' 0 i:44PM i;:IRK STEWPRT & ASSOC P.1 DATR� TO i .LAIN%It._PACA Pxa k'AX NIR 60114 IND ATTNi IUAJRCT a W W Itis '.S�NLir.� FROM I FAX Milts (503) 224-71531 PHONL NBRi (503) 224-7450 NUMBIN OF FAQ211 �" (inaludins 00yor shoot) M94 r�.���i+.w.wn>•.r.raw, yr r ■�aw.wiw n.w�� «.w�.�.■i... Please CALL 1 42D1ATlILY it you have not received the correct number of pages. THANK YOU, Ci \wp4V,\FAX Mark Stewart 6 Associates Home Designers, Inc. 0 514 N.W. 11th, Suite 207 • Portland, OR 97209 (503 224.7450 Fax; 224-7531 rwr 1=1 Awl 4p"rem"w7.1 r"r rfrm IM!MI"ran r6aI'Intl IJOT 'Plot 1111VII term A Met 44"41641 Th'.vaull=111 rib U.4.le it I—v COTM n1w.1 Otto"go",lime If.'t !013"is!1111le 1MLO!mora VIR1111.qW03 IW 0".114M P32M oll aw ew 11"M 111"s,Ml"1`0111111 We,OW:1. PREPARED It, Mark StuWArt & Aunn"St" C I j.wn t u L50ACY VAC01c; pralmntt MBAP-2690 AMY 9/21193 LocatiOnc HOR MULLION 115 DISQUSSE'D Dater 09-05-1194r- AVWZ0604b L)r,rW--- oor" Am PL-y�m rm\w i-CIAT) VIAORAM F2 R2 IWO Total 10ORd -ht! st 2,1 Tont. c'i fiat. 90. Q ibw, F-7 an CPU.,Q I b 16 at I. Uniform OPORI wvlght- h III/t.'f(e u 9 15 1 Nin unl fw'Irl Jl?:,Ac,10. pailm %F-jAc:Lr1c! 1:41 t?.() i n u 1-1 vs, valloction 1 -imit (li\,$t '.Itmrl 1-11tim domed load) : PEAM TYPE o VIC)Cg), FIri/L.40CH 6X 01 C[jMptyj'C-j.) UEUTGN VAL. PROP1 :5(r1F8 RrIOLITNED ACTIJAL I (Sti. lna .2 WO !;7.N FV Modu 1 i-tv; Mam. 1nartin 7rid.-1011.16 All 9111DW&V"l lm 110ft V9 1; !- 0.3'2 at 4-,113 mumon t C!e:U I`1K Doom Size (W x H) *.3 . I lr-,Jpl BEAM ARSAA LI - VI rA Ito A,501)b11 OT, or uw-wj�- IAM.M,--TT�10 11DK— W, I ffX-t::49P-C) 0 '3 Z 1"S JLC_Io NOT c6 City of Tigard Building Department w 13125 BBall Blvd. Tigard, Ore9rnt 97223 Inspect( no (Rac-O-Phone s/663399-,4^175_ Business Phones 639-4171 1 nsper_t l.on t S= t L�/�l 4 ���C/LGR r, {� Footing Plbg. Underelab Moch. Rough-in Appr/8dwlk t , 1 Pound. Plbq. lop Out w/1' inw lINALt Post/Beam ttruct. �. S�rFraming _Bldg, Post/Beam Koch. Rain Drain C Insulation -Plumb. Plbq. Underfloor Yater Line Gyp. Rd. -Koch. Date Requested: �12 /it/ _Timer _AM P/4 Addrount 7 Poemit ft� Bu f.ldor t _t' TNM FOLLOWING CORRIC(MON8 ARE REQUIRED: Inspectors -- Dates___ Jt*PRt)VED D7SAFFRnVRD APPROVItb BU&IIICf To A rail Y-r Rp1nnp. INLiP -019-M M City of Tigard Building Depurtsm c.. 1312S BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-PhuneWl 639-4175 Business Phone: 639-4171 spec•t ion�_.__.------ --- _�—,------------- Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Boom Struct. awl !reeling,� -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. P ice. Underfloor Nater Gyp. Bd. -Hoch. — Date Ra.;uostod:_— _Z Time-. AN PH Address: , R '`,ormlt I1 Builder'_).LY 'M FOLLOWING CORRECTIONS ARE REQUIRED: T oe Inepecto _._ / Dates -APPROVED ✓ D'SAPPROVtD -- APPROVED SUBJECT TO ABOVE I/ call For Reinnp. INSPOCTIDN NOTICE city of Tigard Building (Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Ph n s 639-4171 In• tion: _�1 ' Rough- Footing Plbq. Underelab Rough- Nech. Appr/5dwlk Found. Plbg. Top Out Gas Line FINALS F/_ Q San. Sews Framing -Bldg. Rain Drain Insulation -Pltunb. rfloor Nater Line Gyp. Bd. -Hoch. Date Requeetedt v�' C) TLmes AN PN Address: t 3 Perlhit f41ST, g— /, q Builders ^�',� / �S THE FOLLOWING CORRECTIONS ARE REQUIRED- 4zi Inspector: Date OvFn DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Roinsp. Citi or Tigard Building Department 13115 611 Ball Blvd. Tigard, Oregon 97223 Inapactiop Lina (Roc-O-Phone): 639-4175 Business Phones 639-4171 Inspections` / _/ ? __ Footing Plbg. Underalab Hoch. Roug;i-in r.ppr/Sdvlk round. Plbg. Top Out sial Lina FINALS Post/Beam Struct. San. Sewor Framing -Bldg. Post/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underrloor Nater Line Gyp. Bd. -Hoch. Data Requeetads _TiLmes✓�� PH Address YLC- Paimit Bulkier: ___- TNI FOLLOWING CORRRCTIONS ARE REQUIRED: Inspect Data: _ __APPROVID DI311PPRGVED APPROVED SUBJECT TO ABOVE ✓_CaI1 For Reinep. INSPECTIOK NOTgp City of Tigard Bulldloope.-rr+.t 1312S M Ball Blvd. Tigard, Oregon 97223 Inspes:t.ion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:__` Tooting Plbg. Underalab ough- Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beau Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Linea Gyp. Rd. -Koch. Date Requesteds �I 7 J l?q Time: AN PK / Address -7 .1C/�2lfL Builder:_ s C, S- 5-TIM FOLLOWING OORRECTIONS ARE RE()UIREM ,' LAX'1 -- - --- - (3) 0 J Inspectors ^ ""�—� Dates ,APPROVED !/61SAPPROVED APPROVRD SUBLTE�CfTTTTO ABOVE Call For Pelnap. 1 �pjcTlon roTtce \ "' ) +, City of Tigard Building (Department ��--✓✓ 17225 Bw Nall Blvd. Tigard, Oregon 97227 Inspection Lina (Roc-O-Phone)t 639-4175 Businesa Phones 639-41' / Inepectione__ _.- Footing Plbq. Underel Hach, Rough-!n Appr/Sdwlk i Pound. Plbq. Top Out Gras L-l-n-e•� /INALt Poet/Boam Struct. San. SewerrI aping ) Bldq. ry'I Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater line Gyp. Bd. -Heoh. Date Roqueetodi i12- i , TiweI Address i Ferwlt nulldert-'U i THR /FOLLAMING OORABCI'IONS 11ItR RRQIIIRRDc d - -�.- - vn't Men vo Inspectors_..__., natal , APPROVIM .e_.-1DISRPPROVRD APPROVRD SURJRC'T To AWWR Por Reinep. inaracr�oN ,mics `�� City of Tigard Building Departsemt 13115 sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree.-o-Phone): 639-4175 Business Phone: 539-4171 Inspection: --- - -- —---- --------vr— Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Boom Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requeeted: --- Time: AM PN Address:_—_— — — Permit /:a 16— 1 1 Builders_— � TRE FOLLOWING CORRECTIONS ARE REQUTREDs IneFector:__ ,_---, Dates— APPROVlD �� DTSAP/PROVRD APPROVEt D SUM7Mr!T TO ADOV __ Call For Refnsp. INS oti_NOT ICE City of Tigard Building Depaatmant 13125 OU Hall Blvd. Tigard, CWvWn 97223 Inspoction Line (Rec-O-Phone s 634-4175 BuelsYees Phones 639-4171 Inspections Footing Plbg. Underslab ~ Appr/Sdwlk Found. Plbg. Top Out Gas Line PINALs Post/Beam Struct. San. Bawer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -plumb. Plbq. Underfloor Water Line G Gyp. ad. -Mach. Date Requested: iY4 1. / / TLms: AM PH .7,,, Address:Z� Permit Builder: V) " 17 S`S_ TM FOLLOWING co"RCTIONS ARE REQUIREDs Dates APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --.,-Call For Reinep. City of Tigard Building Department 131126 811 hall Blvd. Tigard, Orexjon 97223 Inspection Line (Ree-O•-Phons)t 639-4175 Business Phone, 634-4171 I nepect ion, Footing Plbq. Underalah Hoch. R,,,,7h-in App,:/Sdwlk Pound. Toy' Gas Line FINAL: Poet/Benin Rtrurt. Ran. Sewer Framing -Slag. Pont/Ream Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Mate Lamnis Gyp. Bd. -Hoch. qu Date Reested,_ Flt / / Timet AM PH Add Address,THE FOLIANING CURRItr_'CIONS An RRQUIRRD, Inspector 7 — - ----- ___T Date, _.`_APPROM t)t3APPROVRD 1 AFFROVRD RUIIJR TO ABM _Call For Reinsp. IKsascr�on�oT�ce 7"' City of Tigard Bulldlog Dwpartasnt 1312S 8W Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phons)t 639-4175 Business Phonet 639-4171 Inapectiont-_---- - —-- footing Plbg. Dnderelab Mach. Rough-in RFpr/Sdvlk Pound. Plbg. TOP Out) Gas Lino ------ F I KAL t Post/Beam 9truct. Ban. Bower Framing _Bldg. Post/Beam Mech. Rain Drain Insulation -Ply. Plbg. Underfloor Nater Une Gyp. Bd. -Moch. Date Roqueotods 4)"t7-(� 1 . J1, [� Timet /V( pM Addreeas�?�1�� `� �I IAr /1lf( (� � �(. Permit f Builders t A TKR FOLLOWING CORRRCTIOMS ARE "WIRiDs natal :napector // _-APPROVED APPROVED -- DISAPPROVED — - APPROVED SUBJECT O ABOVE 11/___Call For Reinnp. 1NSP&CTION NOTYCE '� �� // city of ilgard Building Department b 12124 BO Ball Blvd. Tigard, Oregon 97223 Inopection Line (Roc-O-Phones 639-4175 Buslness Phones 639-4171 Inspections Footing Plbq. Underslab Hoch. Rough-in Appr/Bdwlk Found. Plbq.�� Gas Line FINALS Post/Beem 8trur•t. Ban. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Undor.floo, Nater Line q Gyp. Rd. -Meeh. Date Requlosted s 3 ' 1 �� TT/im s _ AM PH Addreses_ i .CSP Vl!'l/ �"_��)�Cr�/ P�r� t) LI' �, .rte+ Ruilderl THE IOLLOIIING CORRECTIONS An NWIREDs / sem u fi7 Inspectors _ .(�/ _ Dates __v_APPIKINED nISAPPROVRn _ APPROVRD SUWNCT To ArAM / Call Fov Rsvtnnr, jll�p3S�'TION NOTIQ 1 city or Tigard building Department 13115 SM ball Bled. Tigard, Oregon 97223 Inspection Line (Pec-O-Phone)t 639-4175 Business Phone: 639-4171 Inspectlono Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL Post/Beam Otruct. San. Sewer Framing -Bldg. St/N aINOh�. Rain Drain Insulation P1umG. Plbg. Underfloor Mater Line Gyp. Rd. -Nech. Date Requentede Timet AN _O�_PM Address 1 � e9 e.��.1 Permit I s OM-_9 Builders , _T'1 - �L' /�C.� OL c_% TNR FOLLOWING OORRRCTIONS APR RRpUIRRDI se, je (1 Inspectoro —- nate, 3j APPROVRD __ DISAPPROVRD �APPROVRD SUR.7R('T TO AROVR Call For Rainap. City of Tigard Buildinq Department 13125 60 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phonw)s 639-4175 Business Phones 639-4171 Inspections,-- --__-,. --- rooting Plbq. Underelab Mesh. Rough-in Appr/Sdwlk Found. Plbq. Top out FIr%Ls Post/Beam Rtruct. San. sewer Framing -Bldg. post/Beam Mach. ', Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. 80 -Koch. Date Raquestods -3- / TLoo s AM PM Address s-1�L�f —zle 7 a q ca] Builders TN= FOLLOWING CORRECTIONS AARR REpUIREDs { Inapnctorl___ ��'` Dotes / - ► J_ APPROV" DISAPPROVED _V_ APPROVED SURMOrr TO knOVR --Call For Rainap. Cita of Tigard building Departammt 13125 all Ball. Blvd. Tigard, Oregon 9722223 Inspection Line (Roc-O-Phono)t 639-4175 Businwas Phones 639-4171 1napectLori s____T, Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plhg. Top Out Gas Line FINALt Post/Ream Btruct. Ban. Bower Framing -Bldg, post/Mail Hoch. Rain Drain Insulation -Plumb. —�. Plbq. Dndertlaor (dater Line Gyp. ad. -Hoch. Date RoWeatedt Timor AN PM Addroast /�39 &f7Ch✓if�✓ trr Permit 12- 91 9 Permit It Builders /'� C i .' SGC 19/u en j' TBE FOLLOWING CORRECTIONS ARB RRQUIR>1D1 ';), Inapecto�r: 1) tsyC"r / VIPPROYRD - DISAPPROVRD APPRCVED SUBJECT ToAROyR-'7`-- _Call For Reinsp. t�.e��'-aQ�+OTICE city or Tigard Building Departeent 13125 BN Ball Blvd. Tigard, Oregon 97222 Inspection Lina (Roc-O-Nhono), 639-4175 Business Phonot 639-4271 Inspection, Footing Plbq. Understab Hoch. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Lino FINAL, Post/Beam Struct. San. Bawer Framing -Bldg. Post/Beam Koch. � Rain Drain � Insulation -ply_ Plbg. Underrloor Motor Line Gyp. Bd. -Meeh. Date Requested,_ —5� 3I --_Timet — :& AN PN Address, f�j j 7(.' �t C'C�l7�_2- t 1J [�/ l.L _ Builder, TNR FOLLOWING OORRECTIONS ARE REQUIRED, I rapector t - -- APPROVED DISAPPROVED --- APPROVED St/B.yRrT TO Awwr r411 Fnr Relnnp. INOPE ;Low%' City of Tigard Eoilding Department 13125 BW Nall Blvd_ Tigard, Oregon 97223 Inspection Line (Roc-o.-Phone)t 639-4175 Business Phone: 639-4171 Inspect <t*ooting Plbg. Underalab Hoch. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Lina FINAL. Post/Beam Struct. San. Sower framing -Bldg. Post/Boam Hoch. Rain Drain Insulation -plumb. Plbg. Undorfloor Nater Lino Gyp. Rd. -Hoch. Date R C wquostodt _ `J mst 2 __TLmot /' AH ` / PM Address: !�� /. 7 �f/7(/i��l C.L� - L�.Permit #I 97- 911 Bu i.lder t THR FOLLOWING CORRECTIONS ARE RRQUIREDt Inal. to Datet x� 1lPPROVID DISAPPROVRD APPROVRD SUBJECT TO AROVE Cal -_--_ 1 For Reinep. INEPZ TJq"QTjs1 City or Tigard building Department 13125 6b Ball Blvd. Tigard, Oregon 97227 Inspection Line (Rec--O-Rhono)e 639-4175 Business Phones 639-4171 Inspectionsi!� _-- Rooting Plbg. Underslab Mach. Rough-in Appr/8dwlk /Otllld. Plbg. Top Out Gas Line FINAL: Post/doss Btruct. Ban. Bower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation IPPlusb. Plbg. Underfloor Nater Line Gyp. ad. \O�� -Hoch. Date Request ed s y� �e) /7 —'r im/�ne s MI PM Asidres., q Qncli✓irtO 7r/r, P.r*ic Builders TR R 1OR.LONINO OONIIROTIONR ARM P.27.1IPRDs S:. Inepwtort � Dates - -__4 - c'141 .__,APPROVED DIBAPPRRfVRD __jf_`APPROVMD SUBJECT 110 AROVR Call For R.inap. esssr--- PLUMBING PERMIT CITY OF TIGARD DPET TE 1 IS#UED : 04/22/5944—91 19 COMMUNITY DEVELOPMENT DEPARTMENT 13126 SW Hull Blvd.Tigard,Oregon 97223911199 (603)639.4171 PAf)+-'EL: 2S 104CD-05500 MITE ADDRESS. . . : 1.3993 SW BENCHV IEW TFRR SUBDIVISION. . . . : HILL_SHIRE ESTATES ZONING: R-7 PD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :055 CLADS OF' WORK. . :NEW GARBAGL. DISPOSALS. . : 1 TYPE: OF USE. . . . :SF WASHING MACH. . . . . . . 11 BACKFLOW PREVNTRS. . :O OCCUPANCY GRP. . :R3 FLOOR DRAINS. . . . . . . tO TRAPS. . . . . . . . . . . . . . :fd STORIES. . . . . . . . 12 WATER HEATERS. . . . . . 11 CATCH BASING. . . . . . . :0 LAUNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . %0 INKS. . . . . . . . . . : '1 GREASE TRAPS. . . . . . . 10 LAVATORIES. . . . . :5 OTHER FIXTURES. . . . . : l TUB/SHOWE^RS. . . . : SEWER LINE (ft ) . . . . :_,0 WA1.Eh CLOSETS. . .-3 WATER LINE ( ft ) . . . . C50 DibHWA'3HEE:RS. . . . : 1 RAIN DRAIN (ft ) . . . . S35 Remarks: Path 1 -- new sfr. recieved credits for tif, storm drainage, and park% s OWNF-Ra ____________------_____.___._._-_. _._.--_.-_--____----FEES_______________ SJF.RRA PACIFIC DEVELOPMENT TIF t 0. 010 SW 04/22/94 - P. O.. BOX 1754 BPRT t 530. 50 SW 04/222/94 .- BPLC: $ 344. 83 •- 013/17/94 94-2250230 LAKE- DSWEGO OR 1103t- B5P'l: $ 26. 53 5W 04/22/94 -- Phone Mt 684- 3 1 75 5SDC $ 0. 00 SW 04/22/9' - PARI! f 0. 00 SW 04/2x/94 - V11 +rnbi q rontr:actor;_. _._.-_.._ _.__-. ..._.__._ ._ MPRT $ 43. 50 SW 04/22/94 - � j7j� MPLC f 10. 88 SW 04/2.2/94 - Namw :. I I �t Y''��L/�L� (__.,_,.C.1_..--- - M5PC: $ 2. 18 SW 04/22/94 _ Address : .O. X_.�1�'1ietZ.._ NPR1 $ 170. 50 SW 04/22/94 - City: j,/c� Fitate : . P5PC $ 8. 53 SW 04/22/94 - Zip:, rse' PhoneM:_ G-/�+, RE PUI RED INSPECTIONS -------- lhi -; permit is issued subject to the rr-q ulations contained in the Tigard Municipal Foot/found Insp Rain drain Insp Code, State of Ore. Specialty Codes and all Post/Beam Struct Water Line Insp other applicable laws. All work will be done Post/Seam Mechan Appy/Sdwlk Insp in accordance with approved plans. This Pl.m/+_tndslAh innp Mechanical Final I permit will expire if work is not started PLM/Underfloor Plt.tmb Final within 180 days of issl_tanr_e, or it work is Mac•hanirail Insp Building Final suspended for more then 180 days. Plumb Top Out F r a m i n q Insp Fireplace Insp _y Gas Line Insp Insulation Insp x _ _ 2 _ _���._• Gyp Board Insp (It-tthorized Plumbing Contractor Signature Call for inspection - 639-4175 Contractor Notes : MA 'r CITY OF TIGARD PERMITfi#ER. .... : MST)4--9114 COMMUNITY DEVELOPMENT DEP1AWNWNT DATE ISSUED: 04/22/94 13120 SW H&N Blvd.Tigard,Oregon 97223.8191 (503)639-1171 PORLEL: 2S104CD--05500 '311E, ADDRESS. . . : 13993 SW BENCHV 1 LW l ERR GUBDIVISION. . . . : HII_LSHIRE ESTATES ZONING: R-•7 Pq la L-OCK. . . . . . . . . . . L_07. . . . . . . . . . . . . .055 _.__._..____.______. __.._-------.-_--____-•• BUILDING RE I 13SUE: DWF_LL I NG UNI TS: 1 BASEMENT. . . . . . . . to sf f LLASS OF WORK. :NEW BEDRMS:3 SAT148:3 GARAGE. . . . . . . . . . 1705 sf TYPE= OF USE. . . :SF FLUOR AREA'" --- ---- -- REQUIRED SETBACKS------------- TYPE OF CONST. :5N FIRST. . . . : 1383 sf LEV 1'. . :0 ft RIGHT. t0 ft OCCUPANCY GRP. :R3 SECOND. . . v1354 sf FRONT. :0 ft REAR. . :0 ft STORIES. . . . . . . c2 THIRD. . . . :0 s4� REG)UIRED-----.______._________ I IE I GHT. . . . . . . . :20 ft TOTAL--------27.37 S.-f SMOKE DETECTORS. e Y FLOOR LOAD. . . . :40 ps f VALUE. . . . . $ - 138592 PARKING SPACES. . :0 Remarks# Path 1- new sfr, recieved credits for tif, storm drainage, and parka s ----------------------------------- PLUMBING ----------------------------------------- S I NKS. . . . . . . . . . .. I ------------•----------------•---------- SINKS. . . . . . . . . . : 1 FLOOR DRAINS. . . . :0 SACKFLOW PREVNTRS. . :O L_AVATORIES. . . . . :5 WATER HEATERS. . . : 1 TRAPS. . . . . . . . . . . . . . :0 TUR/SHOWERS. . . . :3 LAUNDRY 7RAYS. . . : 1 CATCH BASINS. . . . . . . :0 WATER CLOSETS. . :3 SEWER LINE (ft ) . :50 GREASE TRAPS. . . . . . . :0 DISHWASHERS : 1 WATER I._I NF.= ( ft ) . -50 OTHER FIXTURES. . . . . .. 1 UAR"AGE DISP. . . : 1 RAIN DRAIN (ft) . :35 WASHING MACH. . . : 1 SF RAIN DRAINS. . :O _._--_--___-._--- MECHANICAL ------ -- -----__..____ .-.__.__._...- ----.._.___.._. E:ELL; FUEL TYPES-----------.--- UNIT HTRS. . :0 type amount by date recpt /GAS/ / / VENT'S . . . . . :0 TIF $ 0. 00 SW 04/22/94 - MAX INPUT:O BTU VE=NT FANS. . :5 BPRT E 530. 50 SW 04/222/94 FURN ( 100K . . :0 HOODS. . . . . . : ) BPLC $ 344. 83 -- 03/17/94 94-250230 FURN ) -100K . . : 1 WOODSTOVES. eO 05PC f 26. 53 SW 04/22/94 - FE_OUR FURN. . . . :Q CLO DRYERS. : 1 SSDC f 0. 00 SW 04/22/94 -- BOIL/CMP ( 3HP:0 OTHER UNITS:O PARK f 0. 00 9W 04/222/94 - GAS OUTLETS:2 MPRT- $ 43. 50 SW 04/22/94 - Owner: -_.MPL_C t 10. 88 SW 04/22/94 SIERRA PACIFIC DEVELOPMENT M5PC $ 2. 18 SW 04/22/94 - P. O. BOX 1'754 PPRT E 170. 51A SW 04/22/94 - P5PC f 8. 53 SW 04/22/94 - LAKE OSWE:GO OR 97035 Phone #: 664-3175 Contractor 1 _...__._—.— AGSOC I ATED PLUMBING COMP(INY PO BOX 301362 PORTLAND OR 97230-9362 Phone #: 256-1685 Reg M. . : 57890 ----•---__-•-- $ 1137. 45 -TOTAL This permit is issued subject to the regulations contained in the --- --- - REQUIRED INSPECTIONS ---- --- Tigard Municipal Code, State of Eyre. Specialty Codes and all other Foot/found Insp Fireplace Insp applicable laws. All Mork will be done in accordance with approved Post/Seam St r uct Gas Line Insp plans. This permit will expire if work is not started within 189 Post/Beam Mechan Insulation Insp days of issuance, or if work is suspended for more than ON day%. P l m/:.tnd s 1 a b Insp Gyp Board Insp PLM/Underfloor Rain drain Insp Permittee S3ignatur•e: Mechanical Insp Water Line Insp Plumb Top Out Appr/Sdwlk Insp Iss'!ed By : -. Framing Insp Mechanical Final Call for inspection - 639-4175 SLWL-R LUNNILLTION CITY OF T I G,ARD PERMIT #PERMIT. : SWR94-0124 ( OMMUNJTY DEVELOPMENT DEPARTMENT DAZE ISSUED: 04/22/94 1 31 2f SW Hall Blvd.Tigard,Oregon 972230199 (503)639-4171 PARCEL: 2-.3104CD-05500 SIIADDRESS. . . : 1.: 99;3 SW DENCHVIL-1.41 TERR E ""' ""TSTON. . . . : HILLSHIRE ESTATES ZONING: R-7 PD BLOCK. . . . . . . . . . . LOI. . . . . . . . . . . :0 IENONT NPAE. . . . . U1,41 NO. . . . . . . . . . I FYXTURL UNITS. . . CL('1'3 G f'.7 WORK. . . :NEW DWELLING UN1*1-S. . : 1 F 10 li 'jF USE. . . . . ..G)F NO. OF BUILDINGS: 11"; ALL TYPE. . . . :131.JSWR IMPE-­RV SURFACE. - sf Remi=irksc Path I- new sfr-, t-erieved credits for, tif, storm drainage, and Parks sd r- for-- demolished home. Owners FEES --------------- SIERRA PACIFIC DEVELOPMENT type amolint by date recpt P. Q. BOX 1754 PRMT $ 2200. 00 SW 1.14/22/94 I N(-.3 P $ 35. 00 SW Q)4/22/94 i-OKF-E 019WEGO OR 97LA35 Phone #ll 68.4-3175 Contractors CONTRACTOR NOT ON FILE #z 2235. 00 TOTAL. REQUIRED INSPECTIONS lhis Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agencv, The pprait expires IN days from the date issued. The total amount paid will be forfeited if the hermit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shpil prospect 3 feet in all directions from the distance given. If not so loratod, the installer shall purchase a "Tac and Side Sower" Permit and the Agency will install a lateral. PP) mitte-p Signati-irei I s d By (-ill fo)- ii Apection 639-4175 UllY OF TIORRD RF FIF'1 OF PAYMENT F<k(WIPT NH. a94-r"51580 GHLC K AMOUN I a 31PP. 45 AIhH: A Sl+:FRA DFVE.L. (,Will AMOUNT a M.id(d DDRF Ss c V1) HUX 17"'i4 PAYMENT DATE: a 04/Pk?/94 L_AKF. 1113WF.fl1:►., OR SUBDIVISION a y 70 35-. P'UF:POSF OF- PAYMF N'T AMOUNT PAID K'11FtF ORE OF' PA YI*IF N1 AMOUNT T PAI D U.It_1�Ih113 F�F:RM Mf3T'�4 4'�1 :i.'a p;.3A.`i�l F'I..UNI13IN13 F'FRM 170.50 i ECHANICAL PF..: 43.50 81 . BUILD PER 37. 24 LAN CHF'C:K FF:: 185. 73 9FWER USA SWR94 •Oa.P4 r"aF.00. OR FW R INSPECT 35.00 I I 13993 SW HKNCIAV:I:F.W ll;ItRACF: I T0101 AMOUNT PAID > :311`P. 44 Pbnckffku-- a 13:?5:�flP i 1at1[3t�rd Penrit a fo BOX 23397 Tgand.0[;97M _ (WV G39--4171 arr r CM sr4- SW-SW _ am P1iICF Afri — -- _ — n Ire* o .m- SOAR S __ m. 730 w 23 aao T&b —Z`.NAL- Ld eF�sc t..eca foayxxl n4w• LSD " q .r toorsn+a..ern4.ar � �_ abr IT -- 754 -- n barw�e «ab>aoorrsm cer -----_. '_ .`_ q saSr1P�..rP•'°�bsoacrav ,_- t1A1� wr 1st wwMZ—wr_ ]Of1D r �°r�"rotarRp P"R'� _om. - flq -"Amur lrv wi g4,mwisru 22M to roar 20" r�itar SYoirics wa Ild� --_._.__ tlSuo� It) s S%rP d..aq s.rit taS wi Biu _ .Mwlu a IWO Ow:.lid W IgLom cm t90 _-- >rt..a s rd:na;m A&*-goo fsa, -- - Iow Cm--w..�-- sus 4L%MaE - w,..� T r)o%riow wr Awfi Pb&nion r>ti.&�,. � sar«fie a'�l --- b w sinyM pct C*ft%M d b r ROAM 4-" 4-10 rr Saw s[roc Pin.b:.q — blDR boat Rain Di-.L i6je-Gaik, �wr16� 15Aaf ,fad�t•.�.t"dt 1 t+drlor/w�ws�ow 2M (yt Ppny b 6.rwrrlc I 2O0 ' _ ?tl� r�owt fra epr w./es 1tt6.�■�..1:l5a SUB1f011A1. r6niwu�F�� - ___.._. SM SIJY IIA@.V KAM REOMW 2S%OFSUBil9U II'1JlNt�1C[ff?Sxt]FSY1BiCtiA1�- -- --_-1 TD'tl�t_ UWAL K_-�11 1C�11�1 1C===D11C=1 X71/��I/CSI I====34 1==4 I====X 9 STATE OF OREGON CONSTRUCTION CONTRACTORS BOARD 7-1 REGISTRATION CERTIFICATE This certifies that the person.named hereon is registered as provided by law as a GEN C O N T R/ 4 L L S r.d U T U P 7S Registration NDA—EXcMNT Number: ( 90223 CORPORATION Expires: [ 05110/94 LV.GREY PACIEl " KJ9t; IN(: SIERRA PACIFIC DEVELOOMFNT TNC PU -JOx 1754 LAKE 0SwE50 IR Q7U!5-0 )oil NATURE OF REGISTRANT r �� -_x�►C�1G'�t 1C�11G�1�-�/ K�-71 iC�1�_�/1�1lVt I Solar Balance Point Standard Box A. North-south dimensl,,.i for your lot Box B. Shed* point height from your structure feeL 22 _ feet Box C. Distance to the shade reduction line L I 0 FeeL Distance to shade 100+ 95 90 8 80 75 70 65 60 55 50 45 40 reduction line from northern locline in feet. 70 40 40 40 4 42 43 44 65 38 38 38 3 40 41 42 43 60 36 36 36 37 38 39 40 41 42 55 34 34 34 35 36 37 s8 39 40 41 50 32 32 32 31 34 35 36 37 38 39 40 41 42 45 30 30 30 3L 32 33 34 35 36 37 38 39 40 40 28 28 28 2 30 31 32 33 34 35 36 37 38 35 2( 26 26 27 28 29 30 31 32 33 34 35 36 -- 30 24 24 24 2 26 27 28- --313..- N-----44-4-2 -- -33 - 34----- -- 25 22 22 22 23 24 25 26 27 28 29 30 31 32 20 20 20 20 21 22 23 24 25 26 27 28 29 30 15 18 18 18 13 20 21 22 23 24 25 26 2.7 28 1.0 16 16 1.6 17 1.8 19 20 21 22 23 24 25 26 5 14 14 14 15 16 17 18 19 20 21 22 23 24 Box "D" Maximum allowed shade poi t height feet looin\vlol•No1�tb�1 � I / 4c Wi 3c LL. I00 N � ► ) CY)r I. Q1 rl- 't r, Nt w 6 o C� N r ! �� 61 SpQ 'pO%—_ r �5 O 8.3 PJ 48'14 2r. W 115.83' 548''4'26"E M S 48'1,e, 30.1Q .• q=A ' .� \o =31.9 4 '14 W 1' 6' ;6 ,ci cn Q'_ •. vQ23.13 94.53 ,Ln co ,�. N Ln ,, �\ � L� U- � N stir. p �n cc O no NW , r/ L ci d ~ c+. < Z �w N 'Q J . J N 65•� 1 E 3.22 ry; t� v 17,96' cv ! NW� In ao d' r- o M w it 02Q 2 ° d -� �O rLO fl) ti v to 01 Y1 WO� 1�� // ��y isi cn N Off' /dr a z a WITNESS JURAT STATE OF OREGON ) S.S. COUNTY OF A ) Or. /6 9 _, _ .6,—Je r Btnvh� personally appeared before n:,;, whom I know personally to be the person who signed this certificate while under oath, being sworn by me, and swears that she was present and saw John I-launsperger sign his name to the above/ t.,che document and that it is his signature. Affiant's signature Signed and sworn to before me by 44JER��±mufl, this X414 day of�na�,P 19q� L OFFi-,/,l_SEAL M.JOANN HAYES NOTARY PUBLIC-OREGON Mr ApMMV ONISSIO1XP RGS MAY6513 6. 1995 Notary Public Residing at a,.,,� lY�it e►� _ (Seal) My commission expires: TICARD WATER DISTRICT RESOLUTION 94-01 A Resolution to extinguish a waterline casement across the northern 15 feet of Tax Lot 1500, Assessor's Map # 2S 1 9BA. Whereas, the easement cannot be utilized due to the proposed development of I-lillshire Summit; and Whereas, the developer, Sierra Pacific Development, Inc., will hold harmless and indemnify Tigard Water District from any and all claims arising out of the presence of any such abandoned waterline facilities within the terminated easement area;and Whereas, an alternate utility easement and waterline will be provided to serve Benchview Estates, Hillshire Estates, Hillshire Summit, SW 132nd Avenue, SW 135th Avemse, SW Fern Street,and SW Walnut Street. NOW, THEREFORE, BE IT RESOLVED, that the Board of Commissioners of the Tigard Water District does hereby extinguish the waterline easement across the northern 15 feet of Tax Lot 1500, Assessor's Map#2S 1 9BA. air o4Bol ATTEST: Maintenance Service hector Date Residential Building_,Permit Ap�lic?_tion City pf Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 6'39-4171 Jobsite Address: 13993 SW. BENCHVIEW TERRACE Subdivision: HII.LSHIRE ESTATES Lot tt 55 Office Use Only Plandc/Rec a__ 1 Lt_L_._._._. Valuation: .._ Owner. SIERRA PACIFIC DEVELOPMENT, INC . Reissue of _. Address: P.O. BOX 1754 Mair & !! e ` Y"77LlK�L� Lake Oswego, OR . 97035 6 8 4-317 5 o r- 7 8 0-17 8 5 Approvals Required Phone: _ Planning— IC HOMES INC / Contractor: LEGACY PACIFIC� Fngine.erin,g Address: P.O. BOX 1754 _ Other__, Lake Oswego, OR . 97035 Y / P 684-3175 or 780-1785 - Items Rec�ulrQd Phone: _ Subcontractors Contractor's License N 90223 ._. (attach copy of current Oregon fieense) Truss Details 3u n;ractors: C)ther { h � — (attach copy of f OR Contractor's Lkae e) 7o,'¢ (,,,b)e Archltect/L-ngineer: MARK STEWART & ASSOCIATES Address: 514 NW. 11th Ave . , Suite207 Portland , OR . 97209 Phone: 224-7450 COMMENTS: ENERGY COMPLIANCE--PATH 1 —._— r2- ��--- --- igna ur & Phone number 1� 14 ecei by: _ Date Received:— I Permit !t Account Description Amount Amt. Pd. Hal. Due Bldg. Permit (BUILD) 0-r6'_ S%�'s�'✓ Plumb. Permit (PLUMB) 1'7« _ Mech. Permit (MECN.) State 7 ax ,�J(TAX) 6.J _ Bldg: a am✓ Plumb -2,1LI/ Mech: i 6 Plan Check (PLANCK) 25- Bldg: rs►Z1 $Bldg: 2 1 �? Plumb: Mech: J Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Oev Charge �P<SDC) _ AD" Storm Drainage Chg (SOSDC) Residential TIF (TIF-R) Mass Tran-,ii TIF (TIF-MT) Commercial TIF (TIF-C) Industrial.TIF (7IF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-O) Water quality (WOUAL) Water Quantity (WOUANT) Fire District (FIRE) _ TOTALS: -...� J.2•y� F L;ZTY OF T.fHARD - RECEIPT OF PAYMENT RISUFTI''1 NCI, a'14 -i:r:`SFHAW (",HE.(-,K AMCKIN T n i?514.(ao 4AMfo: o !;.[F:RFtFI F'Al:lF"f.C: DEVELOP f;ASH AMOIIN7' p 111.00 1)1) ss' PAYfFIVNT DA I V a 03/17/9,(1 ',31.1 ki 1)1 v 1:91()N x "(11410914. f)F V,AYME•.N T fal100N T 1:'A'l l) F'1.1F<P(:lSE OF I-'AY MF:N'1 AM(111N f 1441:1) 1 I ..ni 55 HT1_I. SH.T.RE ERT l 3`93 SW F+E.N(:HV X FW TVRR 1H Al._ OM(111N T PATI) ....> ���•ms1 Iw 5 Ii�J46���a�Fll�¢t(��e.cf Jmtt att:����IIiW �6 • atm sem ewr.,Mar.M ARM wa Iry .ot::'xz at:c tem a"wr tmta+ane maty Yft neo atrn.ase a.Ia.say mom :sa•won vr'1 atop J star sum M%w:mid PftEPAPPD BYs Marl., •1:a;wuar G 1 i sun ti mss ac.)269V; F'r"a,ioct a i,exi d nce Loca+tLon 4 entry beam natvs 04-.27••-1791 Comments BEAM AND l CAD DIAURAM �(m-r.rm aomrs ee to ea rn ie at i Roactrian R11 211.7 '.!.,;a. Pe act j.an R2 63 :5 1.bw. Total lo&d w'::l,. 0 1b15, 1)"menxi%r%v ClAar ewa.n r: 6.0 Zaotr na o-ve hang. Tr i iRrigul IAr 1 G1 Ad g W 45.1j.0 lbs. at: "1- 0 •f Wal'. to b'11" •femt . Uni•for4m ;.e:am wvj.F)ht- 20 lbs/lf (me 120 lbs. natal ) . No jn1 form loads, Beam suacir,q e 1. .0 L-1chwa, DOilwct:ion limit (: tve :cjad r?lws dead loftd) $ 1/4-40.. arnnrt•rarnaeJrasnr.sarcmJet:r.s.octm:t==miss s+en9%WIPrtvrr -I s4+!^tylCvtptoT.to7�igllMeltapKeXeftltCtatl.•.slrx-.:sntansnn^gym comr,1•ru 9•r=;4.wtn'RATH 1;ESION VPI.., Pi"or,Ei,T1ES REQUIRED N,C',UA; :;h.��//f."t ; lbs} c 1 2E1G.ii 1=1,' 1 :..0�9.3 1yA�.roIwn (Sm. In.. ry r I�orp. 't (4t -lbs) 4J\/Y 7 ue•flvztion ; irni ;i, Z!Q w 1•.7()E , Mrm. Inw,tia; 5 Kir, wrtxlar,t„a.,nlr,..ew�erte�r�nrr�r,:.nm,rs'::c•s�;,tJr.trtsre,catntmaom.wnnm.aal�mu.tma,.e�Iss+neap:r.ttl.�•tr.r:�'CJt:Sie.itt'I7C::'kiq'Jmtt•J F�ct�aptii +t : gun► DeTlnctJion 0.30 in,�;hp-%- �)�+>cJ.mu�r occu?'G At 3.0 Fent. MAxL1:tum Mamwn4: CILCU-S Ot 7.5 13 to a i-I is i.r et: (W 'I ; a �` « '."`.r L;1 c_;3 '• �:��' : .. ; .. i.LAM ARIA t Y, 26 +� '= ii TERM",;!r_ML-1 r-'ACTnn U=V-7'7.X11 -17 L NMI,I*r.I,-", '3WT W.Z.1 t-mr.=2--ftm. ft'cl:;w.r,Wt.'U1.Z.,MM lu"N mIr.1 M-11 ..rm pnew 4m,I'Iru exr, PPEPARED TU ons: p ro.1 VC t I ran I dp1c Lo=mtiomi bAP;­!I! D a t A RNY ar 2, 3 4. :Otal load 3, 6 q 3. 0 'Ab Nci ;::zlirit '­CjAzis, loe""; W a! 'F t t Un -Form beam viraiql-it",­ b S 3.b t o t j k 1 f A 2_60.0 lbs/jr 3 T.jq m t t i n I i'll I 1: a 1 aa d P 1-,,im d d V.0"MOINet riMmotm jjw.ra;rn or jruma= rrma:La us;mwtu'tzzc culmly.to V11.Mul to M.9 144 J,Cr, 'F L A R C H 6 X 'vAL. PrWIPE11TIES r; 1 ry E D 2. .:()Y. Fv 77. 9 Arwa (Sq. 1, 34 3 Muwam t -f t—T'%-) 7. F,fi 6 i F 11 4*775. '.) Smc:i;. Marju.I U T. ?9 S 4 0 9.'a E 1.60E6 Mom I n P r-t,ia •4051 4 V:M:J.MM.'ANIZ_"Lt V 9ft ft mtz Mt..==2. M"W=mu to ts 1A w1g,to 4L',U-,%',1, Y.raw; Dmf 1 tfz:!, ;'!. t)!; i,,cjces a inum De i:11 im.t i fin occul's a'� 10., J itlea M;�IT] Mumsbvi t o C:c u r s m. is i. (W K H) : _n - :r5p q*.:0 Q I Ln 4 v: DrJ1_-*F'M.TN.'?N@ FACTOR P. 'MI-11 VCU W&VI MA WIT.; wjwmI 4.xg;;-W.L-=--tm:W.-Ir Mt. WW joncl tru=I-CAS, mm M.1 In, MIN mm RM ISM=22 22=4 r:TJL=11--•sv 1. M. r R"rr1_I on*Mor ItW='I:M"PQ .%..Irft MCI"!v "I" PREPAWD 2 & ii r3 .nc J. r -ar,t i ru"itry breAri Devel 4-2 Y-1?97. Commantu K701M AND i-CAP, DIAOPAM Pi R2 ReactiOr R1 1 , 143.2 lbs. Ronalion R2 2, 349,8 lbs, 70ti-�l lcad !bs- fiat, nu overh.anp NO 7riangular Iced: W 411. 0 MS. at 0.0 Wat to 8. 0 font, ;ori or boam wrightm 2u lballf (0 380 We. tntI;0 . Wform loads: Ul 01 26C. 0 W/If at Ott) feet tLj 19, o fwat, t,r--am upatimp - 12.0 inches, I ifflit (11VO load PILATI 0044 IOA') 1-0 Lu It tr to ra tG Ct 0:0PLIVISM.r"MErr.,vu rltrm 2TI17 =1332 1:41211:3!Ltv%or.I=Mr., 2r.-L,S".2-JTI: P!1AM TYPEEi LAM s 24 F L2L.[JLAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERWES RSQUIRED ACTUAL -------------- C-1-0,4v, ( Ibu) 71205`. 9 TV 109. 8 Arma Qn. 1n. ; Mumunt (Q-1bul newl re 2, 760n Encl. ''.IT, 47 Deflection ( in) 0. 98 E 1 .SCE6 Mon. .rte:' 1.k 7;b 0 ACtUMA MIAXIMUM Mewimum Onflect ,ur: or--c-w-14 at makimam r1amc4!-1.4 riccurv; at 10, '3 -font. Beam miza A " PU 1 1. ,Zt'Zp -Cr.4! r. :—D 4E!- 12 x-'— ffrm=Tr.r.7r ectm E-3 !!4EPAREU UY!; Mark Stew.,Rr,t & IM11 t s MORK STEWART & AGE30CIATEA; Pt'n,.C;C t PLAN 'It 11EIAP2`690 Locationj PM- A HIP AT FAM, VAULTED CL. 'C. D;t ot C)I--2r;--1993 Cunimpn t U21E t I "X1. . 5" 214 F V4 UL.9 P"'Al'i AND WAD NAI�r%Alli ' R1 114 KnAction 1, 995. 9 Ibn. RCCLUOil R.2 7257. 6 1 b Total love, 7.24,7.5 lb%, Dimansionss srian 24.0 feet. OvwrhanGt r, 4 t. NO 70int 10rids, load, W i.!. c, 11:;x. ant 24. 0 +vept to C).c) j LA rs,t,., i-.)ean, weiql-IL- 20 lbs/1+ (,-, 570 Lj ri i i o ;c-,)A rIqj U1. 203. 0 lbs/lf it 24.0 fKat LO 29 ,5 feet. bii-am isriacing mrhnn. Dw f 1 rv�:t i an m J,t ivp . .Of.jcj plt,tq dead 104d) =v=QMM A WMM"=WX= = BENZ TYPC--': L,4111 : 24 F GI-LA.AM -OMPUTED S TIRE Sr3/STF4-)I IN !,ES1'GIq VOL. F",'\C)F,E P*F 1.E5 1?Er.31JIFU) ACTUAL. Shtiar ( Ibm) 7. 985. 9 Fv 189.0 Arna (Sq, jn, ) 32 64 MUMOnt (ft-110m) 18- 196. 7 F9 2. 760.0 Swat .Mudulus 35 134 1. 20 E I .BOE6 Mmm. lnwrtim S:7.,4 0�6 ere Actual Mmmimum Dwfloction - 1 . 20 inchaq. Mnslmum Ow-Flertion accut-s &j.. 11 . 5 fv&t. MaNIMUM Moment Occury at 1,0. 0 foot. ,;J.ze Fac';or - 0.995 UOM a l r o (W m H) : us . A U), SEAM WEPo 64. 10 DETERMTNING FACTOR -.r'TT._r c t::*�+'1a tilt fMe arr..l tragi rn::7:rn xa:: -serf esl�R�1 it6(tru:rasa•t.�>�1:mom!at!Real R'LZ R'rl.n![Ci'Y.C:la•:4 SAT LR7:rift mill. "•.Y rsc7:1'Sart lair r-M■C.T Y:f.'t 41 4f"..r'xtf 7TI9'111!•7 M1.l'.:17 IIRA■e7P I,T':1 tti.'::'17 a-M rat•9ylr t"IM aSil art-IW t'rtt9a.'7al'L`TJ CMI:t011l.tr" UR�F'raF,F.� t''Y; M.rrlH: Gtov�l�r-` �, A�:(ciur.it�t�ra C1 (onto MARK'' riTlit-W RT v,< FSSUCTATFn Pro i pc:i;i PLAN (y MI.1CM 678 LOC:attion: om. B FI(rf; wr txwuE GORAGE ROOF Dates C)I--.w,--1c?9;5 C:c�mmc;rn t t U E:: (3) 2K 1 :z 0E=1.(#2 LAM. H I P RAF'TLRES SEEAM AND i._1)AD DIAGRAM Y IAGRAM y ilflllf � Jl Yrt flt MI 4111.43:Y 17 WM M lit.anil It!^:WAU!.e!MILIII M@711 It 64 C!1e:lX+IR N at to a1 d 87 aR K m Y7■M mpn ar Y>A ( I I I R1 Ft Pva(�t:lan R1. G,1I,:� lbs. Rear.:t+nn f I': ll�z. Toflki load 11.6. : rut mrst M" r.r� rnm U.17 ill- I �3 mu "F2 W.'s '". rcl:v=%,M' Mzv.' . 'w'!r= --x=r-- .:V= WL -T.Lt W&tam rrw rus=24 mr.= M CL.-,Ver ==a PREPARLD DYi Mark Stwwtikrt r I t a MAF%'K. ISTEWART 8( ASSOCLIATVS, P r•uj Pc:t% P(.AN # II AP` 2",S'70 LMOUI-Inl SM. C HIPS AT SONUS RM. R(JrIF DAtw1 01-20-1993, Commimn t: USE- (2) -'X 1O DFL.9-2 LAM. HIP RAr-:,rrRS BEAM AND LOAD DIAGRAM X*:-.I r.vwmw in st fit a.walsolurlumn in to mailunu 81.1w X u ill 841,u a,at-M tit R1 R2 Reactiun P1 it)j:g. Rellac t'A.v n F%2 Tcital load t2 .-,, o96.13 lbs. Visnonsitun%o Cl(smr span fwvt. ovai,hanf-4 Nc t2oint lcadts. 7rJisn,qu1 .%r- luadq W IqEQ-3. 0 1hp. 8!; 1',1. 5 fast to 0.0 fkl�vt. I)ni4(3rfn bRAM WUi.rjl'lt-- 2'-', 1 ba 14 (- :*.'seto I k:,%. t o t;,%I) . Uni4crm luadsi UJ. - 20:T. 0 I U 1 f at 13. 5 fleet to 1S. 0 fs:wt,. Rme%m moscinq - 12. 0 1 n c h cp%. T)w+1oction lifr,! I: ( J tyu Inad vilu-i dried luad) % 1/240. ,-I=vx wu ritric at air.tir=in=m&uiw% r.1,101111"Mm feign rvir-re.!Im P.-nm mr-Ritv ft womm vangirt;r rimc-ffm r.T WEAM TYPrii WOON MULTTPt.F- 101ST13 #7 "'OMPUTC.0 STREESEI/STFIAIN DEEQUIN VAL. PROPEF.",TIES REW I Rf"D ACT UAL, 9hosir I C-111, i r.v Arvin ',Go. lri. ) 16 6* Plclmont ( Tt--1hn) 21-70CA. 4 FB L. 667. 5 19 47 Def laction ( in) 0.160 N. 1 . 70Eb Mom. lnvrtj,,q 63 1 I.J9 lsti*lccrn!MV2.jp-* 11111-.11=1111-A-2 U.-n aLlinoxx i-M=Irtanmwwpr,1141-11-1 WJWI.2m=ra==W WWI"INY11 Ar"tual MAximum De+lFroctiarl - 0.21 Inches. Maximum Dpflec:ticin OCM.111-11, at 6.0 fort. M CO! i MU 01 Momun I,: cir7c.ut,lt ",It 5.0 fa-ut. Room a-* rM (W k 1A) 0 v I C-71 - UR".2-6 ElEAM Apr-A: 16.24 !)E7T,'-RMfPJ1NG -"ACTOR I E t E.7:e-'1 I—I 'Y'f—Z T -Zi M-=M-7.m--.,-,VI:4=c P9-f:PA r-'r--'D Ef Y & jAr i 41 t C I j L-1-1 t "Oil'K STEWART & Ft'Q J WVL L PLAN #1 2690 Lsic-Atannc UtI. 1) HIP AT MASTER BAIH ROOF Dixtom., 01--25--199:3, Commian t t IJSEt (3) 2ml'Z DFL#2 LAM IHFI r:4)FTEFRS DEAM AND L-GAD DIAGRAM X cr W. 112:11 m w w M in-T rl-x-7 IkI H rt as Iz—or rys ma mr r. R 2 F,'GaCtiC)PI 1.16 6 :lb d. Rv-'-v:t:icm R2 - 2, 849,, Y Total Icad 5,996. 5 lbm. Dinieuntiticirisie Clear 1i3. 0 ri 4 4. 15 foret No nuirit Inade. 1'riangular loads W A 4, 64",%Q IUs. 11r 113,f) feet to C) e e'L Uniial-f-ri be&A(TI Wv.tcdht= 20 1hS/ !+ (= 4!1(1 Ibq;. Lcital ) . Urii�,orrn IoAdnt U1 203. 0 itim/14 at I.G.0 feet. to 22. 5 -r-cet" 6eafr. %P4CJrIq - 12.0 inc:hen. Duflection limit ! 111/0 load rilur, dwad Irowl) 1 1/240. MR LSVI mfeIrvir"em w IT=r"UN In MRSIUMMMMM M.M.Erm-of MOM WA-Ir=qrI ft-2 r—famnElim rr MW%l M=M!Mor a!-MIC mm Ir. 2F'411 TYPE WOOD, MULTIF-U" JOISTS #a' COMPUTED STRESS/STF<AIN DESIGN VAL. PROPERTIES R EQU I RRZ I Lin) 3, 136.6 FV ic79, 3 Arep, (U(-;. in. 4 S 4!; Moment lc.7j2!;_ 0 F,Fj 1.667.5 Sect-I'lodulwqi 76 '76* Ce-Flec;tivin tin) 0. 90 E I 70E.eD ML)Fjj. 11-1 Ej e-J,1. ::x'77 P 1 a or or 3r=*rmmL-. f-)c*tLAa! MOR",iMum Def lejcticjfl O, P9 Inches. Mtl)-Amum Deflm:tiuri occut-q t p.,S ff?wt. 1n a,.rl i M Q M Moment cir* t; 7. 5 Flpprn 9I;P,W. .j (W ,( H) PERM AREA% 4r)- .22 DETERMINING PACTOR IL-C-.Itt-- :MT;ml-,"M_'.:M."t 2%::1 .Wm PREPARED SY: Mr t-V Stpwart C I -L ?n t u MARK !3TEWORT & ',)5COGIATES P."01 PC t 9 PLAN A; M15AP 269Ei Location: SM. E UPPER HIP A'r IIASI'Ek SLJYTE Datec 01 Comirmn t USES (2) 2XIQ Dr1_92 LAM. HiP RAF'TE.TRS DEAN AND LUAD DIAGRAM X R2 Roaction FA 1 , 600. 0 1 b Rw,,,;cbiun R2 lm lb;;. -fatal load 165. Dzm!ensiomr,;,s Clear, arena 15.0 Feet. no overhisna. No mint loads. at 1".0 feat to 0. 0 fnet� 50 0 t, i a(I q U I&t 1. W A L 1. As .0 Un i f c;r m Deem Hriql'it- 20 IUG/lf (- 300 lb-, trital ) . No Lin i+rjrm ir.;ndm. Dusain cpacirEj s, 12. 0 inchev. Owfle-c-tion 1 .1mit (live !mAd 01UT, dead lumd) ti 1/240 w 9.1=I=.=raTz=:2rV=:m wm W:__q2mV=;1n-.Ma:tntr?'"W ft wre!m!m Vt. EAFow i,ypr:.: wouD.- mut..'r.FILE JOISTS 02 COMPUR'D STRESSfSTRAIN DESIGN WL.. PROPER,11ft-cs IREQU T RED ACTUAL Shca. 3 1. ,6 1+.0, F'V 109. 3 Arai 5;;ci. Tr.. ) 2 3 25 MOMM'It ( c••-lbs) 4. SK7,, 1 FS 1 . 667;t3 Sec-t. Madulur, '55 16 Du{1.ec t I cn ( in) 0. 7!5 r- I . ?OE6 Mam. 1nertiA 152 1552* fls-v""-r±?! It a x:..,...=I;&__J.­C;:1CM,9m=%r.x1rtm=--.I fr.=.%.M.-=. ,<-,tUM) MOX irP.Um Dm.-f lect icin - 0. 7!-" InLhes. ML)tximimn ucc.urr, at 7. 0 ;Put. MA m j.mum Mumerit occurs at 6..'j feet. Bowl Size; (W x M : 7' (D to Di--(AM AREA; 25. 4171 " -- DUIRRIMINING FACTOR rr.R r 0-=M=J 41S ]c E� r4= r-m =v -2c3 ume PREPARE 1) Dy. filar 4r Stawairt 14 Avmccjatczs: C 4'. 11 v r I L-I MARK u*rEW(.)R'T & A�-,SCCIATECJ PrO ierr.t; Pf,..AN 0 MAP 2695 L orp.t ion- 911- P VALI-EY Ar FJALCONY t, E(S.DR0011 2 Late% 01-25-1991. CC I m M S'11 USE: (2) 2X10 DF 02, LAM. VALLEY RAIFTERS )3 OAH (AND LOAD DIAG13'AM v namiju X amw r-ft RL R;i N-aCtlan R1 74Y. 5 lus. rIVAC.-ti-011 R2 - 2.804.0 lbs. Total luend 3,5'J'S.5 ltm. Clear span r in.0 f'mjrjt, "Werhang 4, e t. No point loodo. TrlariqwlAr !uad: kt m -, 230- 0 lbl;. dR A. 0.0 flme to 1;`j, 0 fee t. Uniform brAm wcjqijtmr 213 lbs/14 (_, 390 lbt%. tutal) , Unifcrm lclad,41 Ut 20'.x:' 1 t)'/I f et IZ1,C) feet to 19. 5 fee'• ... U11RAal e,,Pacinc, - 1.2.0 inrhoam. Dw4laction limit ( IiyLm load plum dwid luatcj) q 1/240. OEAM TYPE W0009 MULTIP'LE J'01 f31''3 COMPUIED DGGIGN VA1_. PfMPF_Rj'jE-7.j3 RriQUIRED ACTUAL Shamr ( Ibc) I t 6143. 11 FV J09. 3 Ar@&% (5q. 111. ) .4 Maniant (-ft-JUu) 3.6/f9, 2 FB 1. 667.5 Sect.M. adolus 26 2,9 Dm+1%ctJ.rjr. (in) 0. 73 L 1 . 70['6 Mcim. Inertia I 0A 08* Actual Mn,-;imum De4lection irici-jes. Maximum D(e+1a1ztiun OCCLU'S at 7. 3 feet. 1'UAXi MUM Mumprit, orcur-, At 7. 5 feet. Bovam s i z n (W x H) BI E'A M A r EA: 2':1. '71 r--V.%!Ctj PjM!r t"pt=-U;=-a ft?v rew mjc.72n rum am rm N--=Amro m=no ;r:Y,M=P-n.:T-%!-===;,w_m"r r1im. PRE'PARED BY t Mark Stewart & Asmor.14ajtws I i f-n t MARK tiTEWART & ASSOCIATES PLAN 0 ME3-(W 26398 SM. I FL. DN, AT FAM. RM. & IJUNLJ!-'j RM. WALL DAtem 01•-25--1?73 Commenti USE! (5) 2-%,,17- DFLO2 LAM. CL. 'G,, Jr)JSj-s CN AM AND LOAU DjAQ-jW)M P1 Reactic,n "'1276 �- — I b Rfeent-tiort R2 1 .4.19. :3 I b Total It-jad Z:. 698.0 117I1. 1)1mremAiLmsoi CIV-61" SMAH fekit, rio avini-hurig. At 4. 5 f t Trianciular luodc W = 1540.0 lbs. at 10. 0 F t ,a 0. 0 +W§Rt. �-Iniiorm bwarn weight- 210 lbs/lf (=- ',%u lbs;. te.3tal ) . loadu. U i It]S;/1-( at "'I.0 +nfvt to 18.0 +Omt. ewam 12. 0 irchwfi. f I t J L li-mit (live I-oiALA rilun d(ved I rj A.d. 2-22-1s..r.:11=10'Tim rxwi=m=:.rcm rm=r:m-i w."mm ps rrmmn Ir rrt wm--ft-mvjmftrx.RQ mR."-wcamal Hc,%Lw m DEEM TYPE% V!Cjt.Jr)t MULT, I PLE JGTGT8 *2 COMPUTF-FI) STRESS/STS(AIN DCSIGN VAL. PRUPERTIES REQU I Rt-ID ACTLIAL ';hm, x. -478. 5 FV 95 0 Arma (Sti. 1,,1. 36 49 (4-t-lbs) EA. C174. 4 Pb 1 . 450 0 Suct.Modulus '73 90 Do.-I ec t,i on ( i r.) r(. r0 E Mani. Inertia 494 494* 7M Il-L-tIM r-if r--M.*:1.tjXP%,ftefy-jrjf 2e"M fp mm"own"mn!m r Wra"I M.2"MM I!C i,uarl 1'1&)(i MUrn Da f J 0:::t: I(-,n - 0.60 ircf-ins. 11,14,ximm De-fliartiorl uccurs at 5.15 fmat. ris:;j.ml%(7) Moment Ocamrs rel: 6,0 foet. se'Aril size (W x W ., :j q�, L-j lcip vA-)4. .r FEAM ARSFA 3 49. :,4 DE (URMINING FOCTOR tt mal lgz=l L,=x1m mvp i(-k N eA L.1';:s :E !:-5, XF= =&r zsx-j_L c F"t:.12n r=v my n.r$Im.IM NJ= rrr% ntg"-I U-W!n PREPARED UYs Mark F-tawal-t 1� Associates; C:I i an t a MARK STEWART & ASSOCIATES P i t r FLAN 0 IIGP.11:, 26)Y8 BM- 2 1:'1-- Flol. AT DONUS R11. CL '0. D t' (.11--25- 1519Z t 2 USE I to. 1265"XI211 '24r: V4 ULB FL.Lj.,31.1 W1 1-11 UL '(5., BEAM AND LOAD DIAGRAM P7 )( RI R R&actian 1;1 -* tt)%, Rvpc1w1,icjn R2 - t 133). 7 1 tie ToL-RI load ,"I. Ib is . 61.2.0 A Dimensions: Clear- upan 18- 0 +ivrt, no c.�vvi-harlc3. Point loadot P1 2, 71.2. 0 lbs. at 9 5 feet. No ti-iamiular xcic.de. tjnfrvjt-m beam waight- lbs/1f (= 360 lbs;, t;1t a 1 Unii:arm loadrts L11 = 7.'0.0 lbf;/14 ah 0.0 boat i;m, Ia.,,) -feet. Down %,naciriq - 12.0 inches-;.. OeFloct,ian limit ( live toald rjlL;s dead lo;tW) .- 1,'"S6o. BEAM TYPSs LAM a 24 F CLULAN COMPLItED sT,rir7.ss/5'rRA1N DESIGN VAL. PRnFIENTIES REWI I RED ACTUAL Shent- ( lbs) 1. . 901-. 3 FV t7 n e Momwnt 14, 185. 1 F B 2.400.0 Sect.Mcid. ulus •71. 111. Deflection ( in) 60 E 1 .50E6 Mom. lnw-t 1a 634. 614* W: =""=vr-w U 10"t-1 m--I?Min-4 q retron!-V ft Pv""w er L"-11 pr=rj:-evs."m2.2"M mtow. Actual Maximum Dra-Flection - 0.60 inc�-iwm, MaMiMUM DR-00C.-tiOn at 9. #C,0.�1,. Maximum Moment UCCLU-55 at e. '3 fO%t. Femm Isizv (W m H) . 5 - 1. 12 r__15 I" I-I Atl"Z_5 PERM ARKP7 �0. 47 r)h.'TERMNING 1=ALTO WL=L m LTH"Ax.C":.? PREPARED SY: Manly & At�sur :cissa Cliprit: 116ARK STEWAI"NIf Px A�iSOCIATES P'V0,i ec.t� PLAN # JISAP 269k-'I Loc:at ic.-m s i3!-!- -;;M. AT BF.I)IJ00JI #-, CummwntL USE, (2) 2-X3-() DFLIQ LAM. CL 'G. PEAM AND LOAD DIA(3RAlwl P) X It:a nxI.-M-m Ir ILI!W W.%a r.Immi t2 m x Reaction RI Rpaction R2 I OtA 1. 1 Q&fj 2.,070. 0 lt)jj. Dimer-sioris: t'lvar %peri 12. 0 fp.40-1-- ra Poir)t lottdmi; PI 1,470. 0 It3a. at 7.5 iept. No triaflqUlat' Ur-ii+crm brain, w(.j-t' r:ifjt- bs' t' Un i-f-arm loads U1 e. 70.0 1 bA,,'1 f cit t).,0 feet to 1-. 0 jvgt. Fir--mm .;p&c1no irjr.j-jLp%;. L)tv4!IeQtifIr' limit (live load OIL!& dved I Q&.d) A 11360. D; 111-ILTJFLF4' JOISTS #2 DLAM TYPEr WLOU compij'rr.D S3*fRFSS/STFW)II\! OF-FjlGN VAL. PROPFRT I ES REQUIRED ACTUAL Sliver ( 1t)s;) 0 FV 75, () Area (Sea. T.rj. 27 mcmemt ( -ft-lbs) 4, 97ri. 1 F9 1, 450. 0 Sect. tjoclult.ts 4? 414 Dv f 1 ec t ion ( in, 0. 40 E 1 . 70R6 Mani. InG.rt i a 157 1G! ' ACtUAl MIxin'Wm DLI+',G-ec:ticW1 = 0,34 inches. MAkXiMUM Dw+lptctfun OcCurs of 6, 3 gpet, 11�Y i MUM Manimri t c)r-c.u r s:. a t 7.5 iovt. La,q--arr. v;ire (W ?F'AM ARK(Ni 27. 2: DETERMINING FACTOP ran S=-=M=-=Tar 1214 Mrs M-M lr�11 In'== 7-�l if 4 114 F11 T !E-'� PREPAF,,,�-`D BY. Mark F-tewart u1 A5,3iociates C I ielt I MNK' STEWAIV1 & AS3UCIATF.F, Pro.WL;t: PLAIN fl ;,11SAP 2698 Location: PM. 4 FL. 811. AT I-TORDUM 02 CXtel 01-15-199:3 Comments USE (2) W DFL-42 !-AM. CL'G, J019TS BEAM AND LOAD WAGRAM. X'v m am=r7-rp ml m-ror r-n LT',M X-;X R2 RVaCtUn RJ x 711. 0 lbs. Rvay.tiun R2 711 .0 lb%. YO-tal Load 1 , 422-0 Ulu. Dimansl,cnm" Clear npan r 9. 0 feet. no ovarhancl. ----------------------------------------------------------------- Point loadme 01 - 972. 0 1br.. at 4. 5 f Fte t. Ncz triangul-Rr loads. Urifur,m boukm- woiraht= 2Q I It-'to lug. total ) . Uni4oriii loadz: UI - 3Q,Q U-15/1-f vt t 0.0 foot, to 9.0 -Foot. Frva,m spacing - i nc--,he s Dtzflv,.t!.cjn 1j.mjt ( live lotmi oluo da-4,.j I uad) r I .7 n M-x==:1=: +-:a-2r_•-.:r===-_1 N 3 V---.r:n-1=-T-.Z:n:M=-Z M=M To r,tw LIZ P-9 a W!:"Em W.M.1w rn M IV-VK M Fj"?gp w rs PEAK! TYPEt WOOD t MUL.1*1!:`?LF J01STS #2 COMPUTED STRE'SS/STrWN! DESIGN VAL. PROFERTIES REQUIRED ACTUAL Shear (lbw) 711 .0 FV 95 �# Aram (Sq. In. ) It 20 Homent t+t-lh- n) 2.693--: F-D 1.450. J "- c t.M m.d u I u 22 22* Daflaction (in? 0. •30 F 1 .70E6 Ham. Jnurtia 614 74 ZV.--.9 LIS VIM w mnmr SIM 1.2=1102112411U-t W-T ^ceci:� rsaxn A(:!,'U&I MAXiMlUrr. Da-Fleution ti 0, 76 intzhass. Mil):iMtru Deflecti-on. pccurrl at 4. !5 -fetit. 11,Ix i Mum Moments occurs at X3. 5 f-at, )3gam size (w x H) r, ZT. . C,Ir.-Il-C) I I BEAM AREA? 21,).03 * tit DF-l"ERMINING FAI-'TOR PREPARED D Y j Mark Stwwcr-t a teq. CIIern tv MARK STEWART & ASSOCIATES Pr"Ole(-ts PLAN # MSAP 269H Lucat ion- BM, 5 FL. AM. AT @r-_DR[X.)M 4#35 Da"': Q 1_25-199:3 USE. (2) 2XIO LN'L# LAM. CL -G. JOY,91.0 IWAM AND ;..CAD UlAcm(�m R I Reaction RI S37. 5 IbS, [_4p.Ict,,3ri R2 3. S I b% TO t A 1 1 C314 d t?1q. D 4 Clear %man 11 . 0 +ezt. no cv-mrijant-1. Point ICII.LiCAS Pj 117.f.I a4 No tran.)ulor Unffn.rm beivii weic4ht- 7"") luc;. buttal )A., U111-form loadsi UI 30.0 lbs/If ...t 0. 0 fc,,?t to II.rj -fop Ppam spAcing - 12.0 int-1,ims. t;. DQ+Iw:;tiOrl limit t1 ttia^ "W;W Plus dyad I ci m cl) i I PERM TYPE: WOODI MUL.'rIPL_t'._' 3GTQ3T,!'- 02 C-GiMPUTED !�-TPEI. S/S7RAYN DE';*jIrjN VAL. PROPiZRNT1rz(,'-.; R'E Q U I P E Us nCTIJAL ';hear ( lbs) Arva (Sa. I 110mant (4't­jUij) 3., El"LJ,n 4 r:F3 I, 4ZO, 0 Eric t.1,11od u I us 32* DT+16"--tion (in) (.11. 37 E I -7OE6 Mom. I n n r t ia 112 '76 .ft,tt. . wTI=VxKxf!' A c t 11 a I Mnr.lmr.rm 1)n T 10 c-t,i,)1 0. ':, inches.. M400mum Deflection occurn r.t !:i. 5 tett. Max i Mum Mar'lef,t OLCursa at 5.05 ivint. Eleam. size (W x H) CIO C)10 U,Pe 7 BEAM AREA: 23. 0e 4 = DETERMINI11*3 FACTOR ft=mm =m Its-=U nXf W." PREPARED BYs Mark StEn-jert 3, C;1 ien t-. MORK STEWANT' & ASSOCIATEF) P r ri J,cc 1;t 1=1 AN If WAFI 2699 I-Ocat ion I DM. 6 FL.. BM. AT FIEDPDD'm 03 D a t et. i>1•-.s J.99"1 Cornmen t i USS s (2.) 2Xi*-) DF LO", L.AM. JOIST!- BEAM AND LOAD DIAGRAM X M-M"mm X RI R RPA(*ttcn F0. 547. 0 lbsn. Reaction R r '547, 0 lb%. ctal load 1,49 ': .G lbs. o Dimmnsiomr.: Clw-kr noon 11 .0 fout, no averhanq. Point load%: P1 ',�'44.o lbs. at 5. 5 feat.. No tri;qnc4uLar, looArds. Uni +cwm beom woriqht- 20 'A 1)s,/I + (--m 221) lbs. total Un i farm I oad v i Ul lba/If ^t 0.0 feet to 11 . 0 foot. PrIzain -Apacinci - 12. 1i inrhem. Deflection limit ( livrA load plum deed I c)ad) c 1/'-"60. 199 AM TYPE, W0010t MULTIPLE JOISTS *21 COMPUTED S TRESS/STRZA IN DMON VAL. P R 0 PERT"I E S REWU I RE-) ACTUAL Shmar ( lbs) 547.0 17:V 915.0 Area (Sli. In. ) 9 19 Mumon I- I ft -1.D W .253::. Z. F13 1. 450. ) Gar- t.11adulum t 19 11.11 Do-f I mc:1, i(11'1 ,1) 0. 757 E ) .704:6 Morn. Inmrt ia 60 66* M M.-M,"-r mm In?".,a tflv! ft mxgcx a MR mm w,ft tesw a., w Actual Mammin-m Devilm(: tiap is 0.37 inchinos, M,+:<.[Mum Dvi'lor-tion occurs at `S.5 4 vrsf t. M.n ,,J.M1.1 m Moment OCCUrs at 5. 5 4aeL. Gua akm, (W x H' t . Q,Cu Q " t:3 y RE-PM ArZr;;'Av 19. A.4 i4 � CE1"ERMINIM.3 FAM'OR w,a=vam wm--7::�=rz^_:s tt�. nemcw-.1.zm7-•_:e,EJ:1f:-s' iPi 1-1 eC 11-4 O'l N—V T�3 X !Z-3; r-n LA.1 W-11 ra^ -rr-3--j mws-n!= PREPARED SYc Mark Stc,?waj-t t.4 Clicin ti MARK STEWART &. A600CIATES Rru,irect! PLAN it ['1GAP 2699 t,i on, 8M. 7 FL.. ---im.' AT 9UD1'ffl(jt1. ft Drtez Oi'-25-199 1-ummet I C 9 USLA (2) 2X1 () Dr-1*2 LAM. Cl- '(3. julm's BL14M AND LOAD DIAGRAM Pi p2p.3 X N R Rum c:t i un Fj 4 A 671 . 1 lbs. 11eJk"tt'nr) R,21 1 .305. 9 lbs. Dimu?ns-,tans: Cl war -amp.n I 1--U feet. no over-hang. Point: InAdsi P1, m I rm. at 7.0 feet. 1'74.o Ihu, t S. 5 Rant. F,3 197'. () ills, eft 9.5 fowt. No trinngular, Icada. l 20 Ibiz./IJ (- 22C) b%. ft l )Lbi�crm br;Am vop�jq�it-x Un 1+f rm I ci ALI 7 4 UX '1L13/If A L' C1.0 4PMt tt11 .0 T'PV't. Boam %par-!no 12.0 irichp% IA.Flit 11 !ve inad plur, datd I o,4d J./360. BEAN 1YPE% W000c MUL'TTRILE JOISTS 112 COMPLITE-D STRESS/Sf-RAIN DI:SI(3N VAL.. PROPERTIES RLQUIRED ACTUAL. I Lim I . 28C). !P FY :715.0 Are (Sm. In. ) 2'3 , j, Nomen il ( f t;-1,tos) T.4 7rj4. f=9 1, 450.0 Sect.Moduluw 29 29.m Daflecticirt ( in) C. 37 1 1 .70E6 Mcm. I n c r t i-s 106 109 1"1-Ti Is"IV-v n-m"I In or:"&P""rw to wr p1r.v I v""rr.-W TT le.IV.-It"PC rt m it w e!mv"sw ry r.1 Ps m f""c"sm w ur OR gy rr f-..r lei a f"en In rr fir Actual. Maximum Ds!4 lectiur-, ft ().-16 inchgs, hax imum Def Ift.ct lan occurr. at 6.0 -fe (st.. Maximum morflon t cic,,7uru *t 7. 0 facet, Beam mize (Wl )- F;) % 7m C 0 0 L3 .� -7 - rafter J. BEAM ARC-.( e 22. 74 * 1- DETERMINING FACTOR mW�czam r=n TW—T p"I"FmM r'I'm M =W V�u I.am an.,.";rn--0-Y O�m W-m WP7 W-V r=r 121111,I'V21 rAIN lm;-f.W.—, tal'11 ago?-Wa '011'"VrWM19=my""-L�!r-W TOM IWI mm RI=R."Am TUM rrov'gKl"&I'W =Xmsm"aa maITx sj.: FIREFkPED ElYc Met-Jr. 'jj;rwekj-t cts UI i en t r MARK -q'I*EWAR,r' & AGCIC IATU:- FI-ClilICt.' PLAN # MSA r 21.,99 L nr.a t i un: Y)1'1. 14 R.. 13M- Al FOYER & STAIRS DaLms Q 1-25-1 10�"O Cammm-i t v LIF-F-- (2) 2XI", ))FL#2 LAM. FLOCIR JOITV'S BEAM AND I-OAD DIAopAM RI R2 ReffiLtiun Rj. 1, 676.0 lbs. Rivaztion R2 1 .676. 0 lbs3. Tcjt^l load 3,354". 0 1 bu. Dimensions; Cigar f9pan R B-0 frat, no uvwrhan(7- Nc mcint Inads. No triangular Uniform bwam wgiclhtv 70 'all 3.61) Unifora. io&d �j-I - 399.*0 (Ow/if a,1: fbH C1.0 fot to : vi o feet. ROAM 14PAC-Ing inchpu. Vm-flection limit ( liVfl 10ild PIUU LJFI&d lue%d) s 1, "160. T"'I"i to"tow in" I"IV-117f MM pNIruttr:rLmarqVINWISIN am at rc all I"Law=01%Rom I"'al=mm"mys "ryr!,i--.c WOOD.- MULTIFUE J.11161"s 02 COMPUTED STRESS/STRAIN DESIGN V(.)[.-. PEOU I RED ACTUAL shear (Ibs) 1 ,676. 0 FV 95. 0 Arun! (9- 9. 1n. ) 26 26* Mamen(: Z: 352. 13 1 .455.4 G12Ct.HOdUt 3 WS 28 39 Dpilaction ( in) 0. 27 F, I.VOE6 Mum. Inor L,j a BI 172 ImIsn ra rzlruw 11-1:111311LI:=IT rm PC hi.; I Minx imum Dieflvc.timn 0, 13 inchow. Maximum DeW.eLLion OCCUI-S At 4.0 feet. MAKX(TIUM MC)"Ien t occurii i4t 4.0 +Gst. D u a m size (W x [A) i :S, - 0 Cj-0 F3 . F—I:2 1 SEAM APEA: 26. 46 DETERM iNING f7 A(,I'Cjj: ICTM 11112-4 AV=_Wn ITXIN MM=,,,rr two a— =.- 3 M-4 TOM f! vete'12'0 MAI IJWM ml is-r+ 2%-' .Jj-r'j _'7:1 -.7.7Z Mn:kr—M S-M r.. ?.=c:•:rvL=11 vlrra=4-1== PREPAr'iL-D BY: Maf'k SU?a,Ar­z Anvoclatos; C 1 1(90 t t MARK' STK'W#-NRT & ASST CI.ATL" S) Pruiecti PLAN 0 flISAl'- 2692 L Q L 2'f,'i M--I F3M- 1 FL 91-1. AT MASTER OU I I F' CIL -G 1)a t to cn­v -1991 Cufl'Mon t U F-F (2) 4-XC71 D1-14142 LAMA CL 'U. JOISTEi REAM AND t.GAD J)j(_)FjRAr; P1 r-..! A- 700. 4 11ju.. RtAriction R2, 1123. 6 1bu. 'Total 10,til 1 2,04. C) lbs. Cle,;i, iu!an 11 , 0 'f Ret:. rim oviiiii-hmng. Point luads, P1 r 654. 0 lbs;. at 2.5 -feet. NO tr,iiinqulAr loikdii. Unlifcjrf(,. Livari w&,ight- 20 Ibs/If (- 220 16%. tcj-tjjj ) ,, IJnifurm luadul Ul - 30. (1 Ib%/"L-F at 01.,() '.4et t' ') I ). . ( feet. BaL.I(I 0Pnc;inq - Al2. 0 I n C'h Vin A, Daf 1pction limit ( .live load plu% cloiiid I oed PEAN TYPEi WOOD: MULTJPLE JUTSTS 02 COMPUTED 1SRES'1'j/SjTtwUN1 DESIGN VAL.. PROPERT1 ES R E 1:1 r E D AcTW%,L 7P-j.4 FV w3. 0 Arimm HiS9. In. 0. Is Momfirit (-ft- lbs) 1 7941. 7 F'S 1 . 4:50. 0 G Sa Ci t A,Mcid u 1 us SFS 117 Deflaction ( 1n) Q. S7 E 1 - 7('F6 Mom. b,.vr.t I a G IV AC LUGS. MAY.imum Dwfloc' Z� tiuil O. 7 inchrin. Ma�:itnu(n lite-flection OCCUl'S At 5.0 +feelt. M"kx i.(1)u M Mamurt t OCCOF-IS Ot 2.5 +881. DUAM 111J.ZIP (W ;< H) c 1111 C)C'N U ,"_'a. ., 3. f--,% 1. 1111 8E:oi'i ARE.A., 18. 413 I)FTERM110,1ING FACTOR WU P2.-"r.-Iii 11--v traz 2aft.—ur fur.T.m-2!Z,.Tr.CLC.:._'7:!L=-- t---=r.*.� W=wu�==C—u el. :mw Y_;!SK f-)M A 1'%4 ori L.Y S3 I S, =tll f32. Mir.Mr.,!--El fz.--r_-:v rte'P—r"?--I MIr.M%.O.Z.,Zrg X11W.=—.===C —.—.0 G !== PREPARED BYi Mark 'Stwwavt & rmmociatpts Client- MARK STINAH"r it ASSOCTATES Prv-�ect: r-l..AN J# mSAP '2f.�qa LOC-Atinni RM. iU FL. Pi'l. ! -r MASTER SUITE CL 'C-'). Data: QI -2t3..-I V93 C011ifilen t I USE: (2) 2Yl(-) DFLO-c LAM. CL. 'G. JOISTS BEAM AND LOAD mAwAH P1 P i N PeOICUOI'l Rl 1 756. '3 IbS- FRU&CtiOn R2 m 710. 7 JU9. Ft.jtetl ?oNd 2, 467.0 lbw. Dim-Prisionse 1".1ozar span 11.0 feet. no l3verhanq. F,-,)ii-it luadvi Pi 1 , 917.. (: JUs. at 2.n fent. No tr-4 ang%.:I A r a. Unifot-n,. bmam wwl!1fit- 20 lhvlll+ (- 2:2o lb%s tatal ) . Uni-for-m lundsit Ul - 30. 0 lbs/l+ est feet to ll . o 4:wi?t. Buum snaciny --.? 12. 0 ir-rhp-a. OIL-19 CJ#)kd lomdl t 1/360. TEAM TYPE- WOUT)v MULTIPLE JOISTS *2 GUMPUTLD f37F,,EhS/E)'l"PAlN DE13"ON VAL, PFlQr'Er'rIE!a RE-OU I Rl--..I) ACTUAL. ..hvUr (1bs) 1 .7'56.1 r-V ?15. 0 Ar-Pm (Sq . In. ) 29* Moment (ft- lbilk) A..2341li L7t.'MLjCLILS 3a 41 I)efIeutIcin ( j.n) Q. "N7 E 1 . 70E6 Mr.m. Inert I a t2l 1.97 AC:tl-t,g 3. Max imun, Def lett ion 221 inches. Maximum Deflection ritcut--s at t..0 4cafat. H.7%R i f.m.U fli MC'JMC2- f)t ucr.ur,w, a', ::'-5 fLuet. Pe-anl SU'.e.' (W X H.) ! :25 . C> 4-:1. t--y 4.4- .. £TEAM .4- BEAM AREA: 2-7. 7"; * ma DETrERMINING FACTOR w Was AbM-MR rc= =J.Z.Lam.=-A=,C=.I:-.=_n Arm Or=C..1'.' Vrj tr_ v= MAX..r:.f J=U PREPARED BY: Mark EL*wart Cl iWrlt- MARI-C STE7.WART P( CjSSI)r.'f A- 1 C-S3 Froloct- PL,AN # Ml5AF' 269ti Ln a a t,i on: 1.;rl. 11 rL. P11. ()T BATH #2 Da t c,r 0 1--2Z-195'•: DFI-02 LAM. CL. 'G. J11STS Cc;mmen t; US'L 1 (7) ;!XEM N*'Arl AND MIAD DIAGRAM ffllfllfll Floccticr, Rl lu 7,14.5 lbs. Total Inarl ! . 14!'). O lb%. Nmeritlorin-. Cipoir nrian rt 5. 0 -Foet, no ovorhAnr4. puillt luad%a pl 922).0 lbs. at 1.5 ('wet. Nca t r I afva;A I A Ir I U A d';. Unifct-fii 1 QAn wDiohtm 15' 1+10 i I F Tf: 1L-,s. t o t A 1. Uniform lo4dsr, Ul !Ls;/If at 0. 0 feet to 15 f F?w t. Ream sr,*cing - 12.() irrhwn. De-fle9c.tfor! iiwll; (J. I\,m load uiirsl deed I c,ak d) c I/','j 1)0. "I?-.I If..r"9M "I t47rl:m It"!.-v-rc_rArMM fit l9*.%MlM=M,-tT-.'j:=us,=V%vTt:t9rt?I'Mar WWWW bEAM TYPEt WOODc MUL.TIPI-E 02 CoMcpjjrrD S*j,,RESq/S"rRAjjNj DEMIGN VAL.. FROPEPTILEES RF."QUIRED 1. 11:)fg) 7!!56. V W5. 1) Ara& (Sq. 1n. ) 12, 13 Moment 1 ,084. 1 FP 1 , 4'JO.Q Spct. Modi.iJUS I ly to r)cgf loction (In) ci. i7 E 1 .70E6 Mom. Invi-Lia IA 19 ACtU61 MFAXi.MLk:ll OP4 I."C.t i0rl 0. 12 inchat.i. ,is -T,t 2. 5 f-olat. rla-x mum Do+I vicAion occur Maximum Mt—,went or.curn of I .'5 +v I?t, UFAM AREA: 12, '71 Dr_TERM IN)'.Nri FACTOR PPEPARED E4Y, Miav+: Stewart ?,A L .)tI rg:3 C.i a t C? rl i.ert; iimi,'- s-r--:-wtwT- Associw,Fs PruJoct- PLAN * 11SAP 2690 Lucatione Bm. 112 REAM P-UP Lik 'G. FLDOR/CL 'GIUVER GARAGE Common t o UIEE-1 `5. 125"X24" 2-1V V4 R1_B '.'Cjfz, FL. WITH 70PS OF ,LIG-IF3 BEAM Atli) L.UAD DIAQPVjM P I Reaction RI 11, 521.8 lb;;. RVACtiorl P2. 140199,12. Total load 27. 621. 0, lbs. 9van fe.,et, no overhang. Point IoAda. F11 '5.4E16.0 )LeA. at 10.5 fwwt. NO ty'iaf1CjU1At' loadv. Unifurin bpnn weight- lbz/lf (- 4':-!tj ) bra. tc.tp.i ) . I i ri I Z-u r m 3.an(i%c Ul (: 0,0 fewt to 19. 0 +egit, fieam, nmacing ta 12. 0 inctlaiv,. !)L'f I Fc t i(-," limit (I i v 12 10 dt d I U 21 d r-,a d I va a d) : I/24c . i-_ MMIM frf"Vrel-, Ifirlm germ tc;:-.rz=C. ;9% TC 7xv.=.=!!:ni -rypF%i LAM u 24 F CK11L.AM COMPUTED STRES'St'STRAIN [X:831f3N VAL. PROPERT)'E'S E 61,U I i E:; A C-i*,..j A,,. ohmAr ( Ibs) 175 X21. . R FV 165. 0 Avva (Sq. in. ) 1 U --IN* 4- flament (-Ft-,I.b!r,,' 77. 757.9 FD :!. 41)o. 0 _JRCtJ1OdU1;)'; 01c, Def 3actj.ori ( irso 0.95 F. I. O0E6 Mum. Inert-.' A 2, 774 5. 893 :7 21 'T?W Iff LU",T'2 e--Lt :r..rt 1.r.W:12;=tn 1.r. CL ='!t:M M M r?M Oc-tual, Maximum Dc*4", ,-ction 0. 43 inchms. U9! F!.?C.1'.JC3fj QL�U­q *t 1).5 -Fast. I'law innuty) Vlc)mk-n t OCCIM-f. Fat 10.3 Teri. Factor - 0. 926 unam sizv (W x H) c t.", :27 ::s �FE-1!55 11 BEnM ARE AcI22. 93 DETERMINING FACTOR MIM CMU aCM OMM IMA'AM 91M CMAI f.ArAIJ A,T4 3.1.1 MM IM Vw 1-.4x,mjt"L. W111 offln PMR Ion IMP.1 AUIIIVJMI PAM- IWM- rr-r T 14.vz I= n!U-*'.-e*A 11 0�PA A 1- E; 1 '0 IM. MTA l./1':r.1t,�v .*�rain lam.am.V.1W-11 4ow OW 4%-In.-2w%1w WIS. PREPARED BY: Msi,k P, A%%nciabou c I I on I MAPK '37EMARIT & ALISOCIAIC-53 Pr,ulcict,. FLAN 40 MW6 P 21)9ZI Lor--a t i on- S111. 13 AT r*RONT WALL, Of-' 9rjN1.)Z-1 F11301*1 Datu'l ()I I 91v." C;0 M M 0 n 9 LGE3 6. 7511X25..5" .24F V4 ril P TOP PL. WITH rop,s oF. J111'F3TG BEAM FEND LOAD DIWJ�All Pt P2 X WAXIV M IMW-.I MrlftV -a trimts mmv",X Rew., Liort RX V.Z 9 6,. 3 1 V)in Ruaction R7. -0 JY', 073.7 Total lcotd 27, 470.0 1ho. Dimrrisloris: Claw- scan - 21 .0 facet, no overhang. Point luadg) P1 %x 4V5. 0 1his. at 1h.0 Tweet. F, 14 . 644 .+? lbs. at Va.0 feet. No trianquiat, loads. Unifcjnn boarn we-ight- 2 2) 1t: 1 525 lhr,,,. tntal ) . Unifur,in Tuoisdiki Ul 1tal;/14 CA t O, Q foat to 21 . 0 +wait. lilopirr. spaLinq In 1.2. 0 1 n c h Fp%. Deflection limit tlivo load emus dead lawmd , . 1/360. UNUAMftm=Mvu:lt AM LT M sl wwoN III usiv.wwwxiv,&c.onow BEAM, TYPE- LAM 1 7.4 F GiLULAM COMPUTED STRESS'/STRAIN DESIGN VAL. PROPERTIE'S REQUIRED nuuAt.. .0iosor ( 1hu) 10977E].2 FV 165.0 Area (5a. In. ) 17t Moment (-ft-lbs) 59.430. 4 FS 29400.0 8QC:tM-,)rJ1-l1Uf# -'!24 721) (ill', 0. 70 F- 1.80E6 Mcw. Ener tLa 3.753 9,09y zirrin-=-.4=nx vv.rVUrM 91 MMCItM-nI9VCW-U tr 3 n wim ry AC t U 0 1 MA i mum Drr f I for.t i or-, - 0.2M i richos Maximum ')w-ficactiorl DUCLIf-SK VA 11 .0 4419t. t oc -w *t L4.0 4vot. M&x I Mui n rw SIXG FACtUt- Beam .6 1 z M (W x N) I r5 C.) In M,C5 2-1 C7 C BEAM ARE.-'A1170- 71 r-)1-!,'1E7rMINTN1 FACIOR elm Im IVIS!W-221--M TM-2'wM W--- Cm =ng EA EHE A I v I r-N V4 rA I—"y'13 1 E-� 14rA Trxj zfwl C7" Ims==w==r-=; t-r1 Mr"P--.M—M r-= PREPARED 12fY: Mom-k Stewz�rt !I 61,L-Fjoc.iateg Clients HARK STEWART & ACSS�CJCIATES Fru.i F�r- L i PLAN # 11SAF-5 7.69/8 EIM. '14 FL. PM. AT RIGHT GIDE OF GARAGE Data- 1 -25-•199 , 2XI',) DFL41".' LAM. CL -G), JOISTS B.'EAM AND LOAD DIAG'NOM X IL a va Cli.—ft a ;r.z-;=.,13 26 SU g: R I 1412 4a„0 1.b ii. r%,ea.r-tion R2 440.0 Ibn, Total load 880. 0 lbs. Diman,tionw,tt -:-man - 11 . 0 -feet, na ovsprhan�j. No paint lofAdR. 140 triangular loads&. Uniform beAm viwight-1 2,:) 220 lbv,. tctal ) . fif7i.1m.m. lomdn't U1. .' &G. 0 J.b r.;/I+ ."'t C1. 0 feet to 11 . 0 +out. ovam %pacing - 12.o i twi;. Deflection limit (live load i-jhis dead load) - 1/21-0. =MV we ml IMM Tm III=r !OntrM==:M SEAM TYPE!, WOOD: MILILTTPLE .id IST's K, CU M PU I ED' EST R F.13-13�S T R A I N DESIGN VAL . FAZOPERTIES REGLITERED ACTUAL Shear ( lbs) 440.0 FV 95.0 Area (10,4 1n 11C3111writ (f t--lbs) I -2 1 Q FU 1 . 450. C) Fwc t. Mod ti I Lm I oC'* 09f iectirin (in) lnt3 - I . 70U., Mam. Inertia 28 132 ictUAI PUximum D--fIprtion r 0.49 inchus. Maximum Deflection or,c.urcm at 5.5 feet. MA%t i mum Moment ocr'urr_; at C"). 3 -f a(e t. Deam sii:p (W x H) ., f 'Ck • t:)l N.' :'r:Z CY, SEAM AREA: 9. 41? DETERMINING Fr)C*rLr., r L=V-_: r-4 C-16 1—y I S t1--I tc_--LSV r-m mts mm tur.Mr.==fr?= tM---j mn: ffL,C— f"REPAIRED FjYt Mark Stowart & Acwiaciater. G I I Q! t MARK STEWANA' 9( W3!KICIAIES Fr-0.1&--' t FI-AN # 11IS(IF, 2698 L.oc.a t i c,,i Ir-A M, J.5 HDR. AT 11) ':-*"f - GrAIRAHE DOW? D a t re, 01--25---1993 Comment: USES 6X12 r)PL.#!. W1 (22) 2X6 TOP f-:,L.A'iE6 BEAM AND 1-00'D X 91 2.: 6;3.0 1.b v; E i on R2 Total load T 4.726. 0 lbsn. Vimensiorica Clraar f4pan T17.0 fewt, no overhenc i. No poin-b luadL;. Wo triangular loads,. Unik-t-M LIMAM, WF.)ir-jhtMS 20 lf�u/if c- 34o lbui. tot,.-I'L ) .. Uni4cirm luadist ul - 2t513. Cj lb%/I-� at Q- 0 -friet to 17.0 feet. Smam spacing = 12.1.) inchou, Dw+lcmtion limit ( live load pluu dead load) 1 ; /21.40. !=".I r.V""=L"P.5 1r.ag m-v v rp.W.I.-m M.mv Or=I==-7 r_*=1 Im=W.I=r.-1W?131 w=Im==a rr.;r: r.; S= w m rz SEAM TYPEi WOC)Dt FIR/L.ANCH 6X #1 COMPUTED STRESS/STRAI!q DESIGN VAL.. PR( PL'1',T.TES REQjU I RED ACTUAL 2 363.0 F V 83.Q Arem Ui!4. In. ) 42 7i z tlommmi: ( ;t-- lbq;) 1:),04. 9 r B 1 .0300-0 Sect. 11odulUS 9-1 Dg+1ection (Jrj) 011 G5 1..' 1. .6(?E6 Mom. Inprt te, 31:14 466 "!�-T`mt I.:m-%fm==r.Mr. a:9111W.WrIlf'tr.•MIME mtr: Imm—it W.WL"21 Im 92me.In rv.ntwft"".www"m Sar Pctudl Maximum D:P+Iectiun - 0. 70 tnuheu. 11AXiMU1n DVflQCt-4Qf1 =:CUI-0 at El.r) 4 Citi t. ma".I mum Mnnifen t OLCUr'S at G.5 +Wfst. Foiiim mi zin (W x H) r "IS .05 CPC) Noe Cj Z5 eb KAM AREA: 55. 31 * - D1: T1-"1-'k'M1N1NQ FMOPI =7, 'M= 1�JF-��fcN M Pu 114-Pft L—11, ?==1— as;-= . —.. ....a =:J,zrr —Tr Tt-m FRLPARED Mark Stuviart Assijac:jatem G I J.en t MAFU, S".f=WART qr ASSOCTATE"n' P,-C, i Cc-t c PLAN 0 11sop .!�99 Lucatiar,x L411. 16 HDP. A'! 8 FT. GAPABE DQQR D a t w s 01--<i5-J.9 9 1� D.),mmen-t% USE.; 4XIT DFLitl W/ (2) 2X4 TOP DE API A141") LOAD DIAGRAM X X R I R2 Reaction R1 1, 971. 0 j.h%, Peactiun R2 1 .971, 0 lbs. ictal luad Zv, 9 4 2.C, I b Dimunsicineii feet., no oveor!-lAnci. No Pr.,jint lorAciia. No t!-J.angujnr- j(-jejrjs. Uniturm, beam wvAj ,-qtjtTm 15 lb;/lf (- I ' S', lbs, total) . Urii�crm load%4 U1 11-13. 0 11011/1+ ah 0.0 foot to 9. 0 +not. Beam mpacing - 12. 0 1 ncheq,. Dr-f lec t j.cm I A rij t ( live I oad L)lus derid luad.) • i/2jo,, REAM TYPE-- WOODs F*1f'?,1'-APC1--1, 4X ill COMPUTED STREZ-V9TRAIN DF."BICN VAL. PPOPER'TIES RE 0 U I R C 1) ACTUAL. ;'hear ( Ibu) 1. 571 . 0 F", 9"). ('11 Arva (Sq. In. Moment 4. 4,:4.13 FTA Sp.ct.,;,'jcjcjujkjs 4.6 Po-flection ( in) 0. 45 E I -6f'A-,6 Plum. 1.P.c r ti A 79 205 9.zi ft M ft w VTim C::IN pr.V.r—,.-141,zln:w 4r. Actutal 1,1cu:imu,n Deflection - 0. 11.7 Iriches. haXiMlm Dsp-fJ.spct:irm C)CLUt'S 44u- 4.5 +ePt. M,-"4 i mu.,11 Mc-smen t 0 Q U Ut"i at 4.5 flTult. --v� Sonets j ve (W x H) <1 SEOM (WEA- s DEAERMINING FACTOR M-2==?=!- JI �j=:''-:121 I*'%T==' PREPARED BY: Mark Stewart Asif;cxnatns c I i on t- mprw: s--rEwnF:-r AsciociATES F'i-',QJwrztr PLAN #1 MSAF' 24i9q Location! 2M. 17 FL. W. FOR WALL OVER NOOK/F"AMILY ROOM Dar tot 01-25-197'' Cummen t US -a21F V4 OLS HOT1011 Ft. .. WITH Cl-'Q. AND LOAD DIAGRAM P I F12 X M!'".M�M-2-1 -1 On nrl=SIM t'4LS%rLtA 1U.'r!Mn!It INMr.,CUM M or 111 R2 Rmact ion R! 7v206.9 Ilia, Reaction R2 vw 14647. 6 lba. Total load A 10. 834.3 1 b%, Diinarisinivx* Clsr�i- nnan = 17. 0 +wet, no ovorhari.q. point loadsk pi M WS11. 0 110" at 0.3 feet. ,:,2 - I , 219. Q It'IF- P t 5. 0 Fast. P3 - 711. , ('.1 lbn. at 9.15 foRt. Triangular' luadc W - 250. 0 1 b a . at y' ?j fflet to 0.0 40ont. Uniform beam wulghtua 20 Ibs/I-f (- 34() Ibn. total) , Uni-form loadwo U2 1,1.4. 0 lbs/14 ei t 17."5 (;4t1t to 14. 0 feat. U1 471?. 0 1 b 1•f at O. Q fv*at ta) Deem %0z'Cing - 12.0 DOI I OC't I On I i fn i t ( I IV* I CUld P I Ut6 CIPAd I oad) : 1/240. M1-n r!"I-111.r.21--T=Im all fr. =IMMIM 43!1.2 Rt ze,r-I?-." =rr.rz-1t=usa wn w WWU MMMMR mirf"M W.M.w 22 LT.11,11"wro BEAM TYPEz LAM i 'ZiA I" i3l-UU41*1 COMPUTED G-TRESS/STRAIN DOSIGN VAL. PROPERTIES RE-14WRED ACTUAL shigar. ( lbs) 7, 206, c' FV IC5.0 Area Q;q. 1n. ,' 66 66-9 Mumunt (ft-.Itis) ;:x , 027. 1 F1) '1ULt-.r1VJ(JU1U% 116 140 Deflection ( in) 0. 05 C I . BOU Kom. Inert i 0 774 892 =mm"M M w M W""""==A w M N"WMW"A M"""===v M a Pr--tual Maximum Deflection - 0. 74 11aximurr. 1)(Pf I ur:ti Carl occurs at S. 5 +G."t. 1%1*;(i murr mulnen t occurs at E1. 0 feast. Gizu Ffctok' - 0.993 Ponm sizm Q a HK VS - IL :;2!M to - y 7'*F, /IF SEAM ARLA: 65. 52 DETERMINNO FACTOR max ma ntrta tea,n nm ntttt ax,ear.+t•.,r„tames steu tear Beet r„e.:'c'r,te7r,ran tea rtmm am tr::rn"m trra Mer ata+rout 4I1rt N."I a z.-t,rain STI 7 YlOt^t77 AIIOI 0.7'.7 IIL.571::T...Tye.Try Trz;tww.7:=MMMIC r"T'v.:'m7w IM-W LY[::f:JA_Uc=m RU C—"!"0'.".mr,U-fTl1j team C11t FRL:FAF% D HYc Mar1f: StOWa{'•t & Agvoriatrlr CI i ern t z MARK SSE WART "K !-SSQG J k-,i_l:3 Prm—luc...f,: PLAN # MSOP 261tS Last i mn i DM. If•! r"L. "N.-.'AM i-OR ROOF LOADS CVLF: Dat.trc 101-25--.1993 Common t: USE: 45. 1 2Ti"X 12" 2P!' Vn G[-.b 7ClT'rOld FL. W I TH CL. 'G. BEAM AND L.UAD D 1 AUMAM P1 I I i . ': t ! II1111111111lIIII ! IIl ! } ! ! X te:.t:Al ee lC ar ea Ca 3:At v b N e7 to:-Of M'rt a rJt:'.7 e:e i:t lY R:rr et m)( { t I I R2. Reaction RI 5t909. 3 1by, Kaaction P,'! - 2,276. 7 lbs;.. Total lcaaad 13. 266. 0 Ib%. Dimunucluni.c C:lwar, span 1C 15.4) ♦esti, no overhaanq. Fuint laarl-ss PI ,. 6, 961.0 lbs. ant 3.5 +*Wt, .. _.. _..._.__......._. No triangul,xr" 10,1C15. Uniform ba-am wmight-=• 20 !b%/1r (►s :300 1t+8. t(,7ta!(1 ) . Uniform ,loadr3: UI - 67. 0 lbs/if ctt 0.0 feet+. tc) 1 !!i. +:, •srrat. Scam %pacing r- 12. 0 JIILI19'A. Ua;'lection Jima r ( live Ic{,id plu;4 di .Ad load) a 1/360. rw h L7 tE>•rJl C'rR MI tp as ti R::tt is r t r>t Wk-W rot to a.tlt 1!R7 u N Ix'M tJ rum It,17 53 n to West to t'!tsn SA.t ty Pa-Z"a rt tri An s P.V I.,t In"tr 1!1117 n4 ea a er tr, SCAM TYPE: LAM c 1'' 4 F Gt_UL.AM CC1MFu'I'En 57REFS/:STRAIN DESIGN VAL.. F'RCIF'EI•ITICS REQUIRr-1) AG'LIAL Shear ( .ba,) 5, 9r!9.7� FV 16n.+:+ Arne, cSO. In. > 54 6t Homont (Tt•.-lbs•) 20.42.9. 6 'r9 2. 400.0 Beet. Mn(lulus Io2e 12i Daflmc:tIon ( ire) 0. 50 E i.81)Lh Mom. Inefrtia 7:,20 •7021cl Nlrcr_+aes,e=:at.'�,c•r.,nii.n,t'•9 t71et at u aerr■em tom.as xi eamrt&�Rfew tltlptllw 7,A131f:tt It It a M 71 Y tr.1111 ED r7 e•t T is in te,n to tr 111 W. Actual P'Ifir.iml_+tn Dvflmchinn - 0,50 inchaya. Minx imam De-F lac t icon oax..tv-9 rat 6.5 reset. Maxi(11UM Mc-meant nreur"ra At 3. S facet. Beam s.c z m (k u H) a 15 ,. 1. 7.'ra .t t*•u 1. 1 . 4P•,q•At .. HEAM AP A t 6.1 . 21 * n DETERMININO FAGI")Jf. 1._.,'r' 'o, 3. li�; '41."114 TIM. 2"R mit TPIRT harm.rer tmr m !1jF$`F,AREr) Ely: Marie Stewart & )q,g C . pj t es C 11 en t 3 MArd< s-rEwAF.,T ?,. WiSOC I RTES P ro I to.c.t: F'1-AN 0 MG-AP '2696 L..ari%t I on: SM. 19 HDrN. AT OP'S. Ffs"UM FOYER 10 t.IVING R11. Date: 01-25-1W,.' Comt,nmn t i USE: -3- 1.75)"X12" 214F V4 61.14 PCIT"forl AT DOOR HDR, HElrjiq'F BEAM AND 1_0AD r)).(,0Ri)m P 1 P2 P,� R1 'L Re^ction R1 n 21119.3 lb4,,,. RGAUticirl R2 " 2. 740. Tutal load 4.859.M lbs. Dimansionuo Clear wan S.0 foot, nu overhariq, rafrit loadmt P1 w. 4,24.0 lbs, at 21, 0 -fact. F*2 - 711.0 11m. ht 4.0 foot- r• Z oot-rZ - 1 ,676.0 lb%. at 6. 5 +Ent. NO Uni -form tmam wo- ivht-m its Jb%11+ (m 1:47. :5 111 s tota I )t 01,1iform loxcist U1 12 226.0 lbs/1•F mL 0.0 -feet L-a S. 5 ff?wj:. Stbam w5wiin'l is 12.0 inchaq. 1,*jw41ffCtiG', limit (live load PLuA dead lamd) t 1/361;. A345r.-Im 11 PEAM TYPE6. I..AM v 241. F (311J.LAM COMPUTED STRESS/STRAEN DESIGN VAL_ PFKJ[.�r_Ftj'jL-.m_ REQUIRFD f)Lur 1.1 A L Shaw (lbs) 7, 60.9 r.V 165. 0 Ara,it (Sq. In. 24_.. 4 76 '5,701 .0 'B 2. 400.0 Sort.Modulus 29 .1 5 Deflection ( 1n) 0, 20 E 1. .9+.w_6 Mtim. I:,to t,t j.1 40.5 IT =lr-lstw,;LvArlr-==.Itkfl.lx4zg:*!Et.nL.Itrlmftt.9.-RLgvs.-,.ertit.r.torsmrmc-_u-r, Actual MA,?1mt.:m Def-Icctipt, 0. 28 inchfes%. Mwtitmum De+lm-tion .jc,::urs at A4..L3 fqpmt. Ma:,j f1i 1.t rn r1nmirri-h aceta-% at 4. 0 lawtL. beam %J.ze (W >, H) c .25, 1 E-3. .W. -7 BE AREA-. 25. 71 ry DETERMINING FOCT11H X=166=4 r=a =aerj.=�,rale=Z;;z-=t X277 21 cm-1 mn.--mr.cat 1 I.:'= t �-z-r=.rm r-7 Z=.C =4=3=u am:X:.,:=4cm lrul . PPEPAR:X- M 0`4< I'E W A R T A 13 SO C I T EJ PI-AN 9 14SAP 26913 L.0 At 2U I"L . Pl. AT ED15E OF IAL. ONY Fj(ll"-t'CjM FL. WITH PF-)vl (,.ND LOAD 1. Vd,12. 7 X mml=Ina mu to jual a I mrsalmin m?=I X R I RI. IF 5 7.,9 .lbs,. R'r A tc,n R'R 7:�,S. 1 1b6. %Lnl io,,:xd 44 69,S. 0 iieritionss Clnvar -isnar I'n-it t I, mc, overhang. Point 0 1L7 f, 1. 0 faut. 0 ],h». at, 3, Q '{'rnmt. :1 676. 0 1 h m., t 4. 0 feet. Pic trlanqt.i]Ar luacin. Uniform btwkm wP.iqhtr-- b s/1 1'3!; lb-z. Lutal ) . Uniform loadsc 62 Di I- 1 1 b S/.1 F 8 t rr,. 0 fE*0,1; to 4.0 f0Q t U1 79. 1.) Ib ta;/1. f a t 0. 0 fopt to 7. 0 +opt. l.-w-at-ing *r 12.0 i ni c.1-1 U, is. C-Of 1.M.t i t7m limit 1 iva I wid v I u,11 deed I upil o .l/360 YFC-:% I-AM t 24. F GLUIL-Ar, COMPUT-51) rG'TR(:'5S.-/STPA.lN DESIGN YPL . PROPERTIEFJ REMUl RED AC-1 UAL. Sh,a.,r ( 1 h M. ) 2h 959 V F v t65. 0 Arem (�;lq. In. ) 127 27 c)m vr n-L (f t--I h In) 70, t5 1711 2. 400, 0 5ect. 11ciduluo 119 40.1 V*419cticin ( ir;) 0 1 .GOE6 Mom. I n ei r t i a 1,77 z77rf u I g r_- W rT,=:=:U:.. ." n1r.-V.wrzmi so uam, v!�.mm m=7a w3=in Aculial Mhu, .;-.um Dofli%ctlarl 0.3c, J.-Ichols. IlIzotimum, Des-flinction ulzu-m's aC «.-9 f ff v-,�. 'I'lo,i Im.c m I ci m r-2 n t W:curt; at 4.0 frust:. Beetwo io;izz. (tAl :( H) o 7% - A �-C!15 IL BEAM AREAt 2'. 47 N.'T ER1,11 N I NG FACTOR rX.1,SUS =L7CA-Mg rrm mmm"wr. I *r-.. m r=MW..144 A-.-U A.M.;Lr„h 1211m Bym""" a Ste ' & -MARk S T'ECR T S$� W t, ACJCIATEF) I'r oJ#.r c L, PLAN 4! MSAP -69H I.- icon: LIM. 21 ri... 13M. AT CIVERI-virio, rNi m ,ahio D a t LVJ A"F'?Z C unimen t i USIEs 6X12 DPI-W 'ro," F1.111,3H W/ TOPS 01-- FLOOR .)'uv-3,rG3 rICAM AND' L.LIAD DIAC",RoM RI R Roaction hl 1350. 0 lbts. Reaction R2 - 'S SQ-0 1b% Total load m 6? 100. () lbs. Ulmonsionsa: ("'lear %ran 12. 0 feet, Ila civerhan-4. No priint loadia. Trianclulaw loath W 1 , '140.0 lbs. at 0.0 �*Tvt to IT.- O +vet. ' Uniform beam wmiqhtz, i5 1 b s/I (off ISO lbs. total Unifrjr% loads: U1 380.0 lba"14 :et 0.17 +Qet to feet. r1parn am-AcInq m 12.0 i n c h as. DO Floct,ion limit ( I ive load Plus doad lrjAd) - 8EAM TYPE WOODS FIR/l.oRCH 6,X #1 t:umF,Lj,('El) ISTRESS.18TfRAIN i*,)C!*-')TGN VAL.. PROPERTIES REruUTRED ACTUAL .3 -gr ( 113n) U15. Q F'V 15BO5.0 Ar,ea (Sci. ln. ) !i 11ameint (-Ft-lbs) 9.2&7.5 FS Sact.Madl.411.,q E-36 F36 ( in) V. 40 17� 1.6QE6 Mom. Inert La :S'14 4:15 AC:tt.1411 Maximum Deflertion - 0,36 inchiia. Maximum DgRectiun occurn at 6.0 fw-t- Maximum M 4-3 ir.hi m t occtws at 6.0 4rvut. 9mAm sizei (W x H) s5, OtZ) 4ES,7 -41- REAM ARTA: T#3-2t 047:,*r(:-Rm1N1NCj FACTOR f f r I v c C X 3••4 S 4 -,-I U) >. 1J •r{ �O U ° O vi G �' w C � � 1 w >, o� O 4-� U) GJ A U) `C o w ro ° " �°° ti ° W o i C O �-i � C U) U Q. rJ >+ C U U c-, ro 01 � � --�—. b b A. `I I Y� " � f O ? (jJ v • 4-) r i v v C m •1 -H U) a q a . O p 'U C C a) ►" -+ 'b b p U) S4 Q n rO �4 � $-4 r� 0 C v o ! ro b� s ;-' rtJ �4 rO z .L2 v C) ^J v) ro ►: ro ° ° U) ICS O H oo �4 C (d 4J U) -4.JJ 4-4 E ►- C Q b O U) W C U) V) rt -oro O v .� Ul a� z O 1 .d C ro u O Cr v F-1C) 4J ri 3 C J :� 4J U) 4J 4' O; `'' 5 o .. M E RS >r E-4 CEJ ,U C ro C U) O: O •b r p "�" p cu •� b v r- res W .s 4j ''U E 's rC U Cil v w v 4 °' 'o c, 0. 3 ^ ° ro U U) h U Si v U 4J 0 S-4 C E O E �4 o; C ,� b : ro o J 4J c v b� oo ro v ro c m r U U rc) J ro O ucu a C �4v 3 c O Ei - �� CZ O t7) U) CU U to v U a� ro ti ? '� i -� O CJ M .0 C •H 4J RS O 41 ru U rZ3 v ro '" C •0 � Q5 � [ ° C O .b Q. C U, 4J 4) C x 34 C r^ CJ 4J v b vi > �' 'b �-� ro[-� fy .ro w •Y C \ O; a� _ O CT' �4 C 4J E-+ W rl C2. v R3 ru U) Qr �-J C O �'cd ca qO o C, "` `�' O U p ro 'b ro �J ° Qa 4-1 o .-I U Ei rC U res >1 U >, N •b .Q .,,; �' `Zj U O Z U, •� z U) z 0) ro W Z v S4 ctS 4J 4J 4-4 v v Ul � � v ti O +-� C O 'b (� O w O \ O� A �^ •+.. W: r-( a� U) '� v �4 cn W >� .� JJ U CT r-I S. 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