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10830 SW GREENBURG ROAD-2 Q,l 0 1.08 30 5W GREENBURG ROAD INSPECTION NOTICE City of Tigard Building Department P.O. Box ?3397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection .__..c2� '�— ti-• Date Requested / 4 Time A.M. P.M. !address i�%�.>br�l� 't'�'a Permit # _ Owner 2•L[G"� moi'^-'v'/ -- Lot # Builder ff&�-L'W1- �c.� r�•�The following Building Code de-iciencies are required to be corrected: Presented to — 06-Approved Inspector _ p -- — U Disapproved Date CALL FOR RFINSPFCTION ❑ YES ❑ NO GROUND SET.- DOUBLE TAPERED FI13ERGLASS-fLAGPOLES i . �..M. J.al.r....:.. .. .. wlr«Jiii•..,.wilb�....•.Wr.:d/«......�....... ,_.....� .....1.- ..r...•.]�_._.... �.................. .......ti..r..rr . Gold Anooiied SELF ALIGNING Spun Aluminum Ball with INTERNAL SLEEVE with 1h seam �l / Poles 50'and over come ; STATIONARY in two sections with a DOuble Sheave Truck,Carl NON-FOULING '� i splice permanently ce- _ Aluminum 19wowing b0-7a' TRUCK DETAIL 1tt mented to the bottom. I�M Double Shrove FiDerpiau Fiberglass body The lop section simply ` • truck 25.39' 1-11 Fast Nylon Sheaves on slides over the suit Stainless steel pin. aligning splice for easy I• Nylon Flag Snaps?o-30'Potos. held assembly. Hionts Swivel Snaps with While Vinyl Covera 35.76'Poles POlyeater HalyarU / A -- 9"Cast Aluminum Cleat Lf REVOLVING CAST FIBERGLASS NON-FOULING STANDARD FLASH COLLAR HEAVY DUTY A B C TRUCK DETAIL 3.75" 11,75" 2.5" Aluminum body 6-7" 161' 2 5" Stainless Steel Ball Bearings 9.9.11 6" 20.5" 3 5" Cast Nylon Sheaves d Stainless Steel Pin Cast Aluminum Spindle Cul Fil»rglnas Collar� 3000 PSI Concrete, " L Y'Non-shank Grout e FOUNDATION DIMENSIONS Exposed A B C D Hudw000 Wedges(remove � Height alter tamping uanol o•• 20' 24" 4" 20" 18" These recommended Dry"rid Lghlly IampeC 25' 36" 6 8" 24" 20" foundations are only ohor al ening pole 30•a 36" 7.5" 30" 24" minimums. Dimensions W.' 48" 8" 30" 3U" may vary according to Ground Sleety :'3' 48" 8" 38" 30" sols and wind cOntllhons o j 50' 60" 12" 48" 42" at location of Installation. Bull Diameter ----- 60' 72" 12" 48" 413" r,. 65' 70" 13" 48" 48" 2••Tamped Slone D __-� 7U' 81".— 13" 60" wr Fiberglass Flagpole Specifications F.rposed Overall Diameter Wall Ball Halyard 41'01111✓ Flag Palo Shl In Haight Height pull Top Min, Die. Ola pP g �NeeO eta• Weight Weight Inches 1.0. C5.20' 22' 3 75" 2 375 1101' 4" 3/18" 4" CG-25' 26' 6•' 3'-5' 32a 430 3?5" 180" 6" 1r4' 6B" 4'•6' 510 954 Ctr30 ►, 33 6 5" 3 25" .180' B" 5/16" 7.5" C&35' 39' 7' 3 3" 20o.. S•u ate 135• B" 5116•' 9" 16.39' 43 7" 5'•B' 10201 Me 3 3" 200•' B" 5 161• 6^ 6'•10' 1280 194a C6.50 55 991, 4'• 275' to,* 5 16" 12" C1r60' 66' 105" 4" 8'-12 3U7a ae30 3co• 10• 3,.e.. 12" tU'•ls' 412e C •h5' 7t e' 11 , 4 1• 33rd.. 6:U0 12" 71 13" 12-10 5000 6t.04 J' r 11 4' 4 1•' 325" 1,r g' 13" 12•1B St.0 5' 11 B" 4 1'• r�o• 6670 � ' 12• 3 e•• 1r• ,2'•1e' 1370 1015. tr.r 1 p fi)lrt ale equ.ppeo rain a groun0 Sri exibr•kiot nh,rh flit mlo Ilia 0u11 Or the pole Trio entire aksembly Ihen slides into the ground cleave �aarr 3o rev( , � da_, �7j - r u-' -f 14--e � ` " zol", Z� �y 77eP 6C7 t0--- r� � ,� .w r iw w .r rw s■ �. r. _ r ��e !•/a /_J C,,7 r r)r,_ r t:/''.' /: ..�/� 79 /•�/6-N f-'L o4,5, F raLr i W.�N�....GO/a l• ; U��- f_3c�r��p N � t x�t a/•'.=-' G I• ( 2 tJ'- 409 vlt "7 F3t7 c`�.: ? ,� est` Ciao'-ioo' f ��' 5100 ►� a� MUCON h 10 It 36.1 L o A L c, ,4 Liv,, r- 0. 1 to Gr far+ l 7Z')��'�M1 IOell nCII�~) a G! •7 17- P b, r o to N G_5.7��Y x•. Iz"d1Ara. � ��- n 1�f.E (_d/..�". L'I►is �,o. ( r'Q1 I r/o p �Lb T C s e i i. Pn rss� i 5o l 7txy �O' jb a 7--0 (05 Baa) FT : `7So( 3.'s loc..4 dr Ib 3 tF' _ NG. ��►fU b r"er $'_ O" � �( r� 4 L6 (1-574z _ 1q.9 ' - N 6 . 5 112n y►/ 112 ' �'iG•?5� 3 - I -Trey d e G'-o" ; b q.2s 13 747) - I i DeGF .Cr�o� I creP PI?c7/f Ef�IT 5190 07 t dam- 6 . r ORECCM A L � r I I ti 6344 CITY OF TIGARD 639.4171 � _er 25 19a BUILDING PERMIT 1, �� I TA _LOT N0. Lw—" - - Shilo Inn(1"1Arkj, lianuttreet Pray. uev•) JOB REss l SW Gteenburg PA- OWNER ----._��-- O—1—Y• Clark � STA E REC.N0. __EXP.DATE BUILDER - BUILDER'S PHONE i224-5}37- — --_-- ARCHITECT PHONE __ —_ OTHER --- ( NEW Cl REMODEL O ADDITION [i REPAIR l ; MOVE i 1 OTHER DEMOLITION S1 RUCTl1RE -- PESIDENCE COMM r--! EDUCATION IND RELIGIOUS ACCESSORY 11 GARAGE L 1 OTHER FENCE - - -- HEAT— OCCUPANCY LAUD USE ONE 7 BLDG TYPE FIRE ZONE PLAN CHECK BY +—Yc• � 11 dl 1 t_�Lt1C {i l.t ,r rt�t'll L�lel�,�' • t`(]illatrucr an 1 erai� ,ll lel., ^.._._.— SEWER PERMIT M OCC,LOAD FLOOR LOAD HEIGHT NO STORIES AREA NO.BEDROOMS VALUE oW BUILDING DEPARTMENT SET BACKS_FRONT `'��' REAR plans LEFT SIDE '_RIGHT SIDE — 14.50 �-- Pern111 ____ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING --- 4 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCrs, AND IT IS HEREBY AGREED THAT THE Plan CheckWORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERDAIT DOES NOT WAIVE PI.Ck.FIre RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS I --- TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax •58_ Soc Total l �V�1 —� APPLICANT OR AAAGE T� — PDCM Prepd. _— —� Receipt No. A0DRES§ ------------- i Bal.Due ��__ _-----.--.-- Approved By- -- _ Issued By_— PR __..,.. .n.u.�w:..-w.awrw.Y.iwiaM-.W.. .r.rMiL _ _ —wwu:.A......�..�.-+.,..'rrY. .•�y..,a.wWYiNiMYL 61W.i�"' r. DATE INSP. TYPE INSPECTION R'�MARKS PLUMBING DATE -� (f f AFIX ),/47- 1 .1 Contractor i Permit No. Rough-in Fixture Final HEATING Contractor permit No. Ges or OII Rough-In i Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY Landscaping Zoning Final 1 4. 1 I /NN r�toi� w '6,�-7UWo,ACGROUND SES' DOUBLE TAPERED �4 OR-cZ . FI BERGLASS-FLAGPOLES �.C�G.��I✓ / �`.-.. .�. ..:L:.�-.L.. C/ _�• ,..w.. ...-.�- . . .... «:.L.:. ....a.Ifo:..Y:w..r2w.tS.dr:.9aiIJN.i0.�x1L..,.. . .Lt:.KN✓,.. Gold Anodized SELF ALIGNING Spun Aluminum Sall—• INTERNAL SLEEVE with Ifth teem Poles 50'and over come ..a STATIONARY In two sections with a Double Sheave Truck,CastNON-FOULING splice permanently co- Aluminum Revolving 50.78 TRUCK DETAIL merited to the bottom. Double Sheave Fiberglass F cwylriss body The top section simply Trur-k 25.39' Ca A Nylun Sheaves on slides ovur the self Stam Wired pin, aligning splice for easy Nylon Flag Snaps 20-30'Poles. field assembly. Brunie Swivel Snaps with While Vinyl Covers 35-78'poles / Polyester Halyard A O CD PR � �' ppR��EC'�`l OFSSLQ�,.� �R P R VP 9"Cast Ad" REVOLVING CAST FIBERGLASS NON-FOULING STANDARD FLASH COLLAR t HEAVY DUTY A 13 C TRUCK DETAIL. 3.75" 11.75" 2 5" Alurnlnum body 6.7" 16" 2 5" Srair less Steel Ball Bearings 9.9.118" 20.5" 3 5" Cast Nylon Sheaves d Stainless Steel Pin Cast Aluminum Spindle Cast Fiberglass Collar c .. . . ..:. ,. _.... 4 . . .+ 1. 3000 PSI Concrete�_ FOUNDATION DIMENSIONS 2'Non-sh(ink Grout ••� Exposed A B C D Height Hardwood 14atlpes pemova i 9 alter tamping sand) n'° ` 20' 24" 4" 20" 18" These recommended e i 25' 36" 6 8" 24" 20" loundatlons are only Dry sand t ghlly tampetl � 30' 36' 7.5" 30" 24" minimums. Dimensions Sher aligning pole A 35' 48" 8" 30" 30" may vary according to 39' 48" 8" d6" 30" soil and wind conditions (around Sleeve 34 550' 60" 12" 48" 42" at location of Installation Butt Diameter 4 60'I L 72" 65' 78" 13" 48" 48" 2"Tamped Stoner o 70' 84" 13" 130" 60" 78' 90" 13" 60" 60" .,...w.aI. . ..a..A 1. , Ni:Kik.hf, Fiberglass Flagpole Specificallone F■posed Overall Diameter Well Ball Halyard around Flag pole $hipping Height Haight Butt Top Min. Dla. Die, Sleeve alae Welghl Weight Inches I.D. C: 20 22' 3 75" 2 375" 110" 4' 31161' 4" 3'•5' 320 430 i_6 2b' 28' 8" 3 25" 180" 5" 1:4" eel' 4'•8' 510 950 r &30 33 6 5" 3 25" 180" 8" 5 13" 751, 5'•8' 820 1350 6.3539' 7" 3 3" 20u" B" 5'18" 8" 5'•8' 1020 1850 C rr 39' 43' 7" 3 3" 200' 8" 5'18" 8" 0'.10, 1280 1940 455, 99" 4" 275° 8'•12' _ 7M _ 483# i 6.60 136' 105" 4" 300" 10" 3'8" 12" 10'•15' _ 412• 620# -- 6s 71.6" 11 r' a 1^ 330•' 12" 3 6" 13' 12'•18' 5000 Bflo# 77 114 4 1" 325" 12' 3 8' 13" 12'•18' 5tl£# b63a 6i 5" 11 4 r• 350" 12' 3 8' 13" 12'•18' 7370 1niss i t�111'"s are a^.tuPPed with,ground 501 eslen,ron which fit,into the butt cr the pole The enure assembly then slides Int,)the gr3und sleeve I'd` ° r �7. •, f � IL OAK. reel lk��•w r s � Iq jr 0 2 �� tt. �� i �•l ,7�� ems. �41.A INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested _ _ Time P.M. Address j'' s`5�� LC''y Permit Owner Lot # Builder---- —_—'—�r� -- ---- —� The following Building Code deficiencies are required to be corrected: i Presented to ILI Approved U Inspector t' r� t_ Disapproved + Date --- CALL FOR REINSPECTION ❑ YES LSJ NO r•�� .AY ' ✓,t�h�yt�.`„t�''S ' w ^T'�' ,�`v �y I' I�q, �h,�',.�� 7 a��{ 'I'_ r 1' _ � '� _'I f,. 1➢�JIT,'�.,Mr �kY r27 ,��MiA'' M r.R� �`N�� il. Y!'_'�,��`F j t if �! 00I 14 14 1 s i o 17ff� tic \ 44 b v N u 'C td .� c�i O O0 o W H o > �t U . �' m v F o a V; v a ' � w toUw ., ►� ., ; U � JIcd lit 67 Zi, NOON INSPECTION NOTICE City of ,,gard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone. 639-4171 Type of Inspection Date Requested st�D - a _ rime A.M. _P.M. Address ,lG Pd JLU .. ��a��,�i1�, Permit # 1 Y Owner �` ��- .i't� .— Lot #.-.------- Builder The following Building Code deficiencies are required to be corrected: 1 1 Presented to _ �� Approved Inspector .-.-_ _ 1 Disapproved Date i CALI, FUR REINSPECTION I 0 YES ONO BUILDING PERMIT APPLICATION TIGARD DATE__ `fitly 19 85 5491 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 020�. 20 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO._ OWNER S11110 IMI JOB ADDRESS 10830 :� GremLurq Fkft• — —•— ARCHITECT ENGINEER BUILDER 4=0 —_ ADDRESS _ �� _ DESIGNER _ STRUCTURE ❑_NEW_ ❑ REMODEL OC ADDITION ❑ REPAIR_— ❑ RENEWAL ❑ FIRE DAMAGE —❑ DEMOLITION ❑ RESIDENCE 5d COMM L:J EDUCATIONAL ❑ GOV'T ❑ RELI,:." US ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY— GCI___A LAND USE ZONE .C=am —� __BLDG.TYPE.._-yf�/�FIRE ZONE PLAN CHECK BY HEAT -- _. - _ _ -- --- - --'1' >M![lt mLQijLcatian for :ij�Lj St*-,am 1 t' ui r mC IiCrrt. All j*n ak-4 CNr ll — Z,lzn and C)odm rwc ju iranen Ls. — - SEWER PERMIT M rt'lU(It�aliriJ ililt� Pk'Cluariic: 1 LF'ttitiLrt 1�utUiti1. �_ OCC.LOAD FLOOR LOAD HEIGHT---- NO.STORIES AREA NO.BEDROOMS VALUE 20r000. BUILDING DEPARTMENT ;;FT BACKS FRONT REAR LEFT SIDE RIGHT SIDE -- ---- -- Permit, I` •,' THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plar{CheolU% �� .r1. 3`� ORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 1Qp•Sa W11H ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE SUb•tOtal RESTRICTIVE COVENANTS, CONTRAC'OR AND SUB CONTRACTORS 10 HAVE: CURRENT CITY BUSINESS LICENSE-SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax _ SDC— Total 14b.12 ---- PDCM AXPOdANT OR 4GEN7 By CG _ —� f'IW Receipt No. Approved ADDRESS PHONE DATE INSP. TYPE INSPECTION REMARKS1LlJIdBING I DATE -.r.Vmr &,n' I 4 -4 P(,rmft N,)p-, HEATING nwictor Pei mit No. Gas or Oil Rnuqh-in Fin,,l SEWER Final DRIVEWAY — Storm Drainage (Rein Lirwirl Final Sidewalk__ rurb&street Flnel Apprm,0 —'1ZDG.DnPT. -13-41,mt. jEWP6ii A iFi CEFj;�;7 J�JCY :CVJI!TIF1CATEOCCt:-Ar4C'1 F:ial 1-mclsuping Zoning Final CITY CSF TIGA RD No. 6342 12755 S.W. ASH P.O.BOX 23397 f TIGARD,OR 97223 Name ------� — --- __�— Address Lot Block/Map Su bdivisionlAddress � /L) 9-5 11 51;11) r Permit k's Bldg.——— Plumb Cash Chec v Sewer Uther Other Rec. By Acct, No. Description Amount i 10-432 Building Permit Fees_ 10-431-600 600 Plumbing Permit _- 10 4 1 601 Mechanical Permit Fees 10.230.501 State_Bldg. Tax _ 10.433 Plans Check Fee 10.435 Other Licenses & Permits 30.443 Sewer Connection 0-444 Sewer Inspection 24-448 Street Syst. Dev, Charge 25-449-610 Parks I Syst. Dev. Char ee _ 25-449.620 Parks II Syst. Dev. Charge — _31.450 Storm Drainage Syst. Dev. Charge 10.430Business Tax _ _10.434 — Alarm Permit - 10.227 Ball __ -- 10-455• __. Fines •Tiaffic/MlsdlParkingT 10.230• _ CPTA lrafficlMisdlVic. Asst, 10.456Indigent Defense —' 30-446.401 Sewer Service/USA 30.446-402 Sewer ServicelCity 31-447 Storm Drainage 40.475 Bancroft Prin. Pymt. 40.471 Bancroft Int. Pymt. 10-451 Othe.Charges for Services /D-adv 5hl —_. -—Tq 7. ! l�. DEPT. J ear � ,�. � � dP• �,: .w,p*k„dt�dp.,_ •`4 �'.�,-�1,9,„Mi�h`'t• � ,ecWM' ,.�'hhy'�{p°��._.�p.'�"",��y+. f�• ..'Ay"yflf p��n 'r t, Y ht;� Ii Ln oo , CA j 00 LM u � r/1 P � e�{ •��yi 14 i 1"'•]Mrd .++r 4w t T',i�' po Ln 44 CN `H cd co y. w f•21 .L'. a 4w 00 Aj 00 ►+ C I v �y O m 4j - , FA OD w , y �+ 7 ,��1ar ¢ � LTi♦►��r'' 1 !�J ♦ �i�L'LL'�'W1'�L'pi�4'aw.r.:.i:1Sii�.uTii...��•GdW]L d°.L JL _�..�rr� _ __ l��l ��t •'' 1�t�--,lea,''y ?lll��(� ' ,n,�••�1��-(•.�P�'=',�p�"+j�' ' �,�•�.��Iprow '''nl;��!�i ;.�. .�; � : �� ;,., I'�� +� � •"w�.R � L X11' .� .. •'{F{yry,��IIP• � �1'..- :0.��,,�,� ,,, ,`.,+P�� X V �!. 4y� 1' �•f�,��"4'•,-"..,4 ,S'14�I�tifl "�'YAP�' .1 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL INSPECTION NOTICE 20784 OWNER __ DATE / OCC UPAN _OCCUPANCY ' • eSil 1_OCATION �' r YOUR ATTENTION It GALLED TO THE FOLLOWING FIRE SAFETY OEFICI CIES' 4f rle FAILURE TO CORRFCT T..C' APOVF CONDITIOrJc .oiru�N_ _nAr3 WILL MAKE YOU IIJAP "TO PROSECU 10 PO��ODUD Fv4F C- RESULT FROM SU4 CONOIT-ONS YOU "AY PF IEbN .IARL F IDR DAMAGES "O PR504bo i/pI� oERTv UP ROM ION OF OR$ 410 10n ; WASHINGTON COUNTY FIRE DISTRICT M1 FlRe MARSHAL 20886 S.W. BLANTON STREET p-8� �w4lid To ALOHA,OREGON 97008 849.8577 FOAM 000 - AO CITYOF TIGARD No. 1426 12-'j, S.W. ASN P.O.BOX 23397 Date -' I IGAI ID, OR 97223 1 c'� Name 1- —'�----__--- ----- --- i Address Lot Block/MapISubdl,lslon/Address. Permit H's Bldg. Plumb Cash Check Sewer -- Otherc} Other - Rec, try Acct. No. Uescrl tion TAmount _10 432 _ Building Permit Fees 10.431.600 Plumbing Permit Fees -- -` 10-431.601 Mechanical Permit Fees _ 10.230.501 State Bidg. Tax 10.433 _ Plans Check Fee----------- 10.435 Other Licenses & Permits _30.443 Sewer Con nectlon _ 30-444 Sewer Inspection A� 24.448 Street S st. Dev. Charge 25.449.610 Parks I Syst. Dev. Charge 25.449.620 Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev_. Charge 10.430Buslne_as Tax 10.434+_ Alarm Permit 10.227 Bail t0.455- _, Fines - Traffic/Misd/Parking , 10.230- _ CPTA Traffic/MIsd/Vic. Asst. - 10.456 Indigent Defense —_ --� 30.446.401 Sewer Service/USA - 30.446-402 Sewer Service/City__ 31.447 Storm Drainage 40.475 Bancroft Prin. Pymt.__� 40.471 Bancroft Int. P mt. _ 40.451 Other Charges for Services — TOTAL i DEPT. •- Tti �1 r t t f 0 � D S I f Ln I t, in 00 I\ I w ty m w CO to Cl. •� to ,, o to o� t9 'fodi C d � a 4jp. Oi j co rn u toLn \' co N n � •i N d � Otc 14 H �4. l�.ahid„�v6ti3ay�r3aaYeu�rL�,�c•,x'��rlrtao�ei�du6,e,WtEv`LfhtL:.;�'sYS�i: - -- �°� I INSCE ITP ON NOTICE E City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection , Date Requested //—/� '�'`� A.M. P.M. Address ` Permit #_1✓%c Owner # Builder Lot —` The following Building Code deficiencies are required to he corrected:----------- --------------- ........ orrected; — — -- -------_- Presented to -�— XApproved Inspector i Disapproved Date CALL FOR REINSPECTION P YES 13 NO FIRE PREVENTION BUREAU ' OFFICE OF FIRE MARSHAL INSPECTION NOTICE 21347 Jr OWNER I �^'' OCCUPANT �;1 + 1 A/Ink�h �• F'f� OCCUPANCY �" c- LJCATION •1 :3 n f•_ ��f �� '( 6''!�+_ �!/L"L�/ ' _ /� '1 !, .----- YOUR ATTENTION I! CALLIED TO THE FOLLOWING FIRE SAFETY DEFICIENCI 11 T.1� I 4r !� A 14 FAILURE TO CpgwECt 7HE AROVF_ CONDITION! WITHIN �1bAv7 Wlll MAKE V 'J LIA9(, TO pR ,}ECUT ON l�IOUIC F�4E RESULT FRO/4 SUCH CONDITION! YOU MAY BE LIABLE FOR DAMAGES TO PEASONSCOp'�OR n��Tv U1V�t1En pno ISIONS/q �R! 479 loo 9Y �' { WASHINGTON COUNTY 'FIRE DISTRICT 01 the MARSHAL 20885 S.W. BLANTON STREET ALOHA,OREGON 97008 649.8577 PRESENTED Tq'.� +--r— FORM GOO - AO FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL INSPECTION NOTICE 1 fi>T t 2 1. 1 ,13 OWNER o ' �" _ _DATE " !. OCCUPANT � ' OCCUPANCY LOCATION Q �* ,_``7LIA`�� .1� "OUR ATTENTION IS 2L9D TO THE •OLLOWING FIRE SAFETY DEFICIENC1441 y Lpra z,,laaifixv FAILURE TO C46PIP11CCT T E ABOYE ONDITION WI fHIN _ZpAYS WILL M KE YOU LIABLE TO PROSECUT SHOULD -lRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO PERSONS OR PROPERTY UNC R PROYI"ONS Or ORS 470 too BY WASHINGTON COUNTY FIRE DISTRICT M1 FIRE MARSHAL 20885 S.W. BLANTON STREET PRESENTED TO_ ALOHA,OREGON 67006 649.8577 PocM 900 40 FIRE PREVENTION R OFFICE OF FIRE MARSHA[_ INSPECTION NOTICE ' 2_ _4 OWNER - --- - _ DATE ( OCCUPANT_.________OCCUPANCY LOCATION YOUR ATTENTION IS CALL O TO TME FOLLOWING P11t SAFETY DEFICIENCIF.lt ` J. V �U If ------ - 91`7 k0f FAILURE TO C0"I"I I THE ABOYF_ CONDI TIOv! WI T1.iN 4J RElULr FROM O DAYS WILL MAKE YOU LIARLE TO hnOSECUTI , O SUCH CONDITIONS YOU MAY BE LIABLE FOR OULO .jr 'O DAMA 6E5 TO PERSONS OR PROIrRTY UNCEn PgOYIl,ONS Or 0115 A7C ICO WASHINGTON COUNTY FIRE DISTRICT 01 9v - - 20885 S.W. BLANTON STREET FIRE MARSHAL ALOHA,OREGON 97008 849.8577 PRFSFNTEU TO__ FORM 500 - 40 FIRE PREVENTION BUREAU ` OFFICE OF FIRE MARSHAL , INSPECTION NOTICE ' OWNER- DATE �'-�^--' OCCUPANT _ OCCUPANCY LOCATION YOUR ATTENTION IS :ALLED TO THE FOLLOWING FIRE SAFETY OEFICIF.NCIESI I .q Ad i 14 '1' lh Oki 62&A, - - rl k1' � _.Gtd 1��iy of (Ll P 0fi'1al'a "Oki 60 lir /clirle, FAILURE TO CORRECT THE ABOVE CON (TIONS WI TIaiN7AvS WILL MAKE YOU LIABLE TO r'ROSECUTION 91�00LC —,If RESULT FROM SUCH CONDITIONS YOU ATAY BF LIABLE FOR DAMAGES TO PERSONS OR PROPERTY UNC'FP PROVIS-ONS OF ORS 470 100 BY WASHINGTON COUNTY FIRE DISTRICT 01 FIRE MARSHAL 20886 S.W. BLANTON STREET PRESe:NTED ro ALOHA,OREGON 97008 649.8577 - - FORM 007 - AO 10 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER DATE OCCUPANT_ _ _OCCUPANCY LOCATION YOUR ATTENTION 19 CALLED TO�T P41E FOLLOWMG FIRE SAFE(/TY DEFICIENCIESI i^j 12Lt Q1 � r FAIL RE TO CORRECT THE ANOVt CONOITIONS WiiH�N AYS WILL MAKE vO(1 LIARL ,6'Fa0!IE ION S/OULD F,RF. R[SULT FRnM SUCH CONDITIONS YOU MAY ES LIABLE FOA Ok%t#QES TO PE_RyON! vn i+Eary UN ER PR VISIONJ� ORe 470 Igo -14 BY WASHINGTON COUNTY FIRE DISTRICT 01 Finy MARSHAL 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 649.6577 PRESENTED 7'0�1._ FORM POO AO I . I FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL ' 344 INSPECTION NOTICE OWNERI 7 L jkr / DATE OCCUPANT e -OCCUPANCY4-�- LOCATION YOUR ATTENTION 15 CALLED TO THE FOLLOWING FIRE SAFETN DEpit jl~}:P IES1( f � A I FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIIV DAVE WILLL!M�E y0U L1 -,/f� PROSE UTION SN ULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY Be I_IAPLE FOR DAMAGES 1Td PERStNg/��R !�"_p ERTY .NDER pR V SN9 OF ORS 479 190. 1(1` i WASHINGTON COUNTY FIRE DISTRICT M1 r'. fiaE`.,MARSHAL ' 20885 S.W. BLANTON STREET P.O. BOX Y ALOHA,OREGON 97008 849.8577 PRESENTED row FOAM 900 - +O INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type or :nspection — -.--1-�' Date Requested Address Owner ________— _-... Lot # BuilderThe following Building Code deficiencies are required to be corrected: —r— I Presented to _ / rf� Approved Inspector r J — Disapproved Date CALL FOR REIN ECTION YES INO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection c�'-At-7 AdI111111111' .--2 �� 1 1`�- (�f� I • Date Requested _ 4 A.M. _P.M. Address -_/41 ?,1-ltermit #- Owner __._�--- — ��_�Lot Builder The following Building Cude deficiencies are required to be corrected: ll G � I PIPsenied to _ —- _--— -__ Approved nT.pector _ 11 --.__ _ ��Disapproved Date CALL FOR REINSPECTION YES LJ NO i CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE: L" AMOUNT S yX, $/ DOLLARS NAME: —=— _ CASH: ADDRESS: CH, -CK: M.O.: I OF FOR: — ACCT. N PERMITS SURCHARGE AMOUNT _ SEWER BILLINGS 40-364 S BUSINESS LICENSE 05-331 _ PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 _ BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 _ SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS RECEIVED BYr� PERMIT NUMBERS ASSIGyED: — — Numbor Amount _Numl»_r_ Amount Number_ Amount - s--- - s RECEIPT # 19432 INSPECTION NOTICE City of Tigara Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested Time P.M. Address c g As Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector Disapproved Date p CALL FOR REINSPECTION E-1 YES 2 NO ' FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 42 INSPECTION NO'T'ICE OWNER t DATE OCCUPANT 1a a 6K PANG W, V ( 1 I LOCATION C� � �'' �� _ 1 YOUR ATTF14TION 13 CALL.S:D TO TAE FOLLOWING FIRE SAFETY DEFICIENCIES. vp l ^" I I FAILURE TO COPRECT THE ABOVE CONDITIONS WITHIN DAV• '.rl: L MAI( ,JIG L �L.4 TO OS U110N,IlNOULD flPIE RESULT FROM SUCH CONDITIONS YOU MAY HE L)APLE FOR 'JAMAO[S kQ- R!O �d NLIER �ROV151 {Js/OF 0149 479 ICO `•�„„ fff ',WASHINGTON COUNTY FIRE DISTRICT#1 j L� F E RsRAL J� 20665 S.W. BLANTON STREET P.O. BOX Y ( ' ALOHA,OREGON 97006 649.6577 PIltSENT[D T` ' FORM 900- 40 Mr APPLICATION - STREET IMPROVEMENT!EXCAVATION . COPY TO: ` Ej (WHITE)-FILE ORDINANCE NO 74-14 ❑ (BLUE) -INSP. (YELLOW) -OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) ❑ (PINK) -APPLICANT APPROVED Q APPLICXTION NO.: -- —� NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: S PENDING rEE. PMT. ❑ CITY HALL RECEIPT NO.: PENDING SLCLJRITY ❑ PUBL IC WORKS DEPA R TMEN T BY — DATE-- I PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND M_ _.-- PENDING INFORMATION ❑ FOR STREET IMPROVEMFNT/EXCAVATION ASREOUI RED ❑ ANNUAL ❑ PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: - — DATE BY: ,— (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _____________. _.__..____�--_______�_.__.. AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __ l '�'�' ' i l� t NAME ADDRESS CITY �MOFIE CONTRACTOR �_.. -- -- ---- ----- -- ----- HO------ -- — - NAME ADDRESS C17V PNE PLANS BY- _ -- _--_ ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ ._-_-.��—.___ DOLLARS _ .FOR r)FRICE USE. -- -- _._ I.!MIN.. (71 EXCAVATION DATA: 0.0x1xS-____ sT Ii F_ET DESCRIPTION_ PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPr BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY STR"LET - 1 E E'STIMAT'ED STREET OPENING DATE: _L ..�.__L_ �JR SESTIMATED STREF_T CLOSING DATE: / TESrREET (3) SECURITY NO, 1• SECURITY AMT.: $ _�_�.� CLOSESURETY CO.: L ,-.- FINAL. CERTIFIEDCHECK ❑ CASH ❑ BONINSPEC(4) PLOT PLAN: INDICATE SITE PER TINENT PHYSICAL PE..CIAL.PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. Ij it I 1 (S) NOTE: THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS 'VO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL. PERTINFNT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE 14ARMI_ESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. I . -1, "ut,..t,C APPLICANTS SIGNATURE: DATE I FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL NS 15815 I1 5 i INSPECTION NOTICE OWNER_ DATE OCCUPANT " jOUCCIIPANC'Y '"' r �.,.. LOCATION +.+•. L` (. �1 i I YOUR ATTRNTION Ij CALLE 0 THE FOLLOWING FIRE SAFETY DEFICJEN bESI I 1 FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN DAYS WILL MAKE vO�U,�yLIA di r �r� ��r J RESULT FROM SUCH CONDITIONS YOU MAY BE. LIABLE FOR DAMAGES TO PERa�RII On '�OSE UT(•N. !NOISED FIRE 1 ORS 479 190 Fl I FT I�.� , M PROVISIONS OF 1 WASHINGTON COUNTY FIRE DISTRICT 01 20885 S.W. BLANTON STREET P.O. BOX Y - f ALOHA,OREGON 97008 649-8577 PRESENTED I'ORM 900 - ♦O 1•, Y FIRE PREVENTION BUREAU 1J421 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER DATE r OCCUPANT ' 12 OCCUPANCY - LOCATION �i :�(, �� C/� �.g J'['� d�( / &74 YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCI !I 1 �.L r � I FAILURE TO CORRFCT THE ABOVE CONOITICNS WITHIN DAYS WILL MA;fE [[Q'U L ■, TO PROS CUTION SH01,1�•D FIRE RESULT FROM SUCH CONDII IONS YOU MAS BE LIABLE FOR DAMAO FS Tp P 70 OR�p� T UND41i PR VIIIONS JF ORS 479 190. /��,��.';j 1 WASHINGTON COUNTY FIRE DISTRICT M1 t MARSHAL 20885 S.W. BLANTON STREET P.O. BOX Y 3' . ALOHA,OREGON 97008 849.8577 PAtstNT FORM 900 - 40 - WASHINGTON COUNTY FIRE DISTRICT NO. 1 D11IT 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/649 8F)77 June 11 , 1984 A and 6 Installations 11535 N. Force Street Portland, Oregon 97217 Gentlemen: Re: Red Apple Restaurant -- Tigard Motor Inn 10830 S. W. Greenbury Road The plans for the installation of a grease hood and exhaust duct system for this proposed facility have been examined with reference to the curre,itly applicable regulations of this jurisdiction. As a result, we are having difficulty relating the elevation detail on your drawing described as "preliminary" and dated June 6, 1984, with the actual con- struction drawings on file in this office. That is, the construction of the roof and mansard overhang shown in your drawings does not coincide with the construction plans. In any case, where the exhaust duct passes through concealed combustible construction it must be enclosed in a shaft of one-hour fire-resistive construction and the clearance between the exhaust duct and the shaft walls must be not less than 3 inches not, more than 12 inches. Other applicable requirements include the following: 1 . The hood must be constructed of not less than no. 22 gauge galvanized steel , copper sheets weighing not less than 24 ounces per sqt e foot or stainless steel having a minimum thickness of 0.030 inch. The hood must be securely fastened in place by noncombustible supports and every joint and seam must be "grease" tight. 2. The exhaust and snake-up air systems must be connected by an electrical interlocking switch to the effect that the exhaust and make-up' air fans come into operation simultaneously. STOP F19ES - SAVFS LIVES WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HIUSBORO. OREGON 97123 BOARD OF COMMISSIONERS DEPT OF PUBLIC HEALTH WES MYL.LENBECK, Chairman ROOM La BONNIE L. HAYS, Vice Chaumen M03I6484M1 EVA M KILLPACK JOHN E MEEK LUCILLE WARREN June 7, 1984 William Brenner 10895 S.W. 5th Beaverton, Oregon 97005 RE: 2E-Public Eating Establishment Red Apple Restaurant Tigard, Oregon Dear Mr. Brenner: The Washington County Department of Public Health has received and reviewed the plans for the proposed Red Apple Restaurant located in Tigard, Oregon. It is our understanding that community water and community sewer will be utilized at this structure. The plans are approved subject to the following changes, additions, and recom- mendations: .i ) Your plans indicate seating for 30. Having any on the premise consumption of food or drink then public restrooms must be pro- vided. The restrooms must provide at least minimum fixture ratio required by Ap•.endix 5-E of the Oregon Uniform Building Code. With seating for 30, you must have at least one lavatory and one water.- closet in botn the mens and womens restroom. The restrooms must meet all the Oregon Rules of the Oregon State Health Division under Oregon Administrative Rule 333-32-021 and 32-016 and all cleaning and sani- tation requirements of the rules relatinq to restaurants. The rest- rooms must be in the same building as the restaurant and located no further than 500 feet from the restaurant. The restrooms must be open for use during all operating hours of the restaurant and location must be posted. 2) Your plans show that utensil washing will be done by commercial dish- washer. The dishwasher must he capable of washing, rinsing, and sani- tizing your largest tableware. and largest kitchenware (kitchenware includes pots, pans, equipment, etc. ) . The two compartment can not be used for washinq and rinsing your tableware and kitchenware unless they are then sent thru the commercial dishwasher. . 3) The handwashing sink noted at #29 must be equipped with dispensed soap and sanitary towels. The handwashinq sinks in both restrooms must also, be equipped with dispensed soap and sanitary towels. all rynul oppu►rugrrl calph'I e► Pg. two Letter to: William Brenner June 7, 1984 Regarding: Red Apple Restaurant 4) The plans show an ice bin in the service line. Please be aware that storage of an ice scoop must be so that the handle is out of the ice. If the ice bin is self-service, we recommend having an automatic ice dispenser to prevent customer contamination of the ice. 5) All storage must be off the floor on shelves at least eight inches high except where storage is on a four inch high sealed base or a wheeled platform. 6) Each refrigerator which does not have a built-in calibrated thermometer must have a spirit stemmed thermometer located on the top shelf or door. 7) All foods or food items within reach of customers or in self-service areas, must be pre-packaged, wrapped, covered, or protected from cust- omer contamination by other approved means. 8) All surfaces must be smooth, sealed, non-absorbent, and easily clean- able. This includes all floor, walls, ceiling, shelves, drawers, equipment, etc. Any gaps in walls, floors, or ceiling around piping or electrical work must be filled in. 9) All plumbing must meet the requirements of the City of Tigard and the Oregon Uniform Plumbing Code. 10) Your plans indicate floor sinks for wastes from dishwasher, vegetable preparation sink and ice bin. Please be aware that .liquid wastes from beverage dispensing units and refrigeration units must also drain indirect to either a floor sink or floor drain. 11 ) Handled scoops must be available and utilized to dispense dry goods and ice. 12) A mop hanging device is needed to hang mops between uses. 13) All employees must have current Washington County Food Handler's —irds. For information, please call 640-3460. 14) This facility and its operation must meet all the Oregon Rules Relating To Eating and Drinking Establishments prior to operation and licensing. 15) A plan review fee and license fee must be submitted prior to license approval. 16) A preliminary inspection must be conducted prior to operation and licensing. Please contact Toby Har, is at 648-8613 or 639-8856 extension 613 at least one week prior to operation to schedule this insper,tion. If any changes are necessary, it will be required that such changes be approved by this Department. Very truly yours, WASHINGTON COUNTY DEPARTMENT OF PUBLIC HEALTH Mary C. Sorenson, Director (' �U, VA, Lydia J.113arnes, R.S. Environmbntal. Health and Sanitation LJB:aat Enc: CC: Dean Fiedler, Fiedler and Associates City of Tigard, Plumbing Section ��NGTON 2. WASHINGTON COUNTY FIRE DISTRICT NO. 1 nS t�0\ 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/649.8577 June 6, 1984 Mr. Joel Boeckmann Howe Electric 12255 S. W. Beaverdam Road Beaverton, Oregon 97005 Dear Mr. Boeckman: Re: Motor Inn 10830 S. W. Greenburg Road Confirming our conversation of Monday, June 4 concerning the plans for the installation of the fire alarm system within this occupancy, in addition to the corridors smoke detection must be provided for the laundry room, all storage and machine rooms and similar areas. On the drawings where heat detectors are shown, I have made a change to indicate smoke detectors in those locations. Also, on the drawings, 1 have shown the installation of a smoke detector in the laundry room. Regarding the matter of exit signs , all e>,it doorways and ways of access thereto must be well indicated. T�z exit signs must be illumi- nated by a minimum of two (2) electric limps, one of which is served by the regular lighting circuit with the second being served by an emergency power supply which must also provide emergency i' lumination for the ways of exit. The emergency power supply must be provided from storage batteries or an on-sit^ generator set either of which must come into operation automatically in the event of a public power supply out- age. This issue was documented in item no. 15 of Pla,is Examination Report No. IE19 as issued from this office. I trust this letter will assist in clearing the way for the further de elD lent of your project. I will be returning the drawings which I obtai d from you on P ay to you under separate cover. Sinc ely yours, INGT OUfJiY F E ISTRICT N0. 1 Wi r(irn )oda Fire Prevention Officer jcc cc: Russ Williams Hill Pedersen jd Walden STOP FIRES -- SAVES LIVES s � A and B Installations June 11 , 1984 Page 2 3. The automatic fire extinguishing system called for on the drawings must cover the throat of the duct, the hood and the cooking surfaces which the hood serves. Actuation of the fire extinguishing system must auto- matically shut off all fuel and power to the cooking equipment. Subject to the foregoing connnents , stipulations and conditions the plans are hereby approved. We trust this letter will assist in clearing the way fQr the -u) developement of the project. If any questions arise or if "-this offi e can be of servi in any other May, please let us know. Sincer y yours, WASH N TON 0 NTY FIRE STR T NO. 1 Wi Mi odge Fire Prevention Officer jcc cc: John Sherrer W. F. Brenner Ed Walden taw sir s# � le■I INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested J q `��/ (: Time—_-- A.M.-----P.M. i Address V,� "= _ ! 1 4 k,J `mit #_- - Owner I_ot # Builder _-- --- — -- �-� l The following Building Code deficiencies are required to be corrected: I I i i Presented to -_------- _ _ _ _ �� Approved Inspector --__.--- � e1 — _ Disapproved Date CALL FOR RFINSPF,CTION O YES l NO i INSPECTION NOTICE Gity of Tigard Building Department 12420 S.W. Main St. Tigard.Oregon 97223 Phone: 639-4171 Type of Inspection YP Pect i Date Requested Time__ A.M. P.M. Address --Z-L LC- Permit Owner_—_----- —-- -------- Lot # Builder The following Building Code deficiencies are required to be corrected: w Presented to Approved ,sy Inspector _. Disapproved Da ie — CALL FOR REINSPECTION ❑ YES 16 NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St, Tigard, Oregon 97223 Phone: 639-4171 Type of Inspection _—_-- Date Requested P.M. Address Permit Owner Lot Builder The following Building Code deficiencies ore required to be corrected: —0; Presented to Approved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES Ck NO w w w w w I INSPECTIONNOTICE City of Tigard Buiiding Department 12420 S.W. Main St. Tigard Oregon 97223 Phone: 639.4171 I Type of Inspection _-_ _ �� Date Requested______— -Time—„�A.M._ P.M. Address Permit # ---_ Owner_._._._ _ Lot # _ Builder The following Building Code deficiencies are required to be corrected: _ J � e Presented to — Approved Inspector ✓ �] Disapproved -- Date CALL FOR REINS EC770N Cl YES ANO .Sit,Jar_k _a.�a caw- �y;v BUILDING PERMITAPPLICATIONTIGARD DATE-_.-March 3U_ � <�i 478 THE UNDERSIGNED HERE13Y APPLIES FOP,A PERMIT FOH I HE WORK HEREIN INDICATED BUILDER PHONE "; - ,{• OH AS SHOWN AND APPROVED IN T HE ACCOMPANYING PLANS AND SPFCI FICA HONS. OWNER PHONE _ OWNER W. Bremer JOB ADDRESS 1093U 514 Oc',tenb%trg IZdx LOTNO_ ----- - ---- -- --------._ ARCHITECT- - — ENGINEER BUILDER Ct, 8 Qr,3er ._____ ADDRESS 10955 '3W Mille _ DESIGNER ,Joh errpr STRUCTURE NEW _ 0 REMODEL 0 ADDITION ❑ REPAIR Cl RENEWAL G7 ,,:e.)HMAGE O DEMOLITION O RESIDENCE $COMM U EDUCATIONAL ❑ nOV'T ❑ RELIGIOUS ❑ PATIO D CAR PORT FA GARAGE (7 STORAGE ❑ SLAB FENCE OCCUPANCY __-LAND USE ZONE BLDG.TYPE FIRE ZONE-_PLAN CHECK.BY HEAT-_— — ____ _ G011mtr�scCien Of all site wtk - outside of Bldg, ,Foundation: — -- Incl udes Stew firsine Orsdinge Paring. etc, SEWER PERMIT M 26,300 OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES _ AREA NO.BEDROOMS VALUE 1.5i.)UU _ BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 1 �(� THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, 70NING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check 71933 WORK Witt BE DONE IN ACCORDANCE WITH THE PLANS AND SPI.CIFICAT10NS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total 182.33- RESTRICIIVE COVENANTS. CONTRACTOR AND SUB CONTRACTO'iS TO HAVE CURRENT CITY BUSINESS State Tex4%• '4.42 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. _ Total 1(26.75 SDC- ` PDC# APPLICANT 0A AGENT By Receipt No. Approved )��a ADDRESS -- - --PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit 4No.1u , Rough-in Ln 2Aj ( c7 /7-7 Final HEATING Contractor Permit No. Gag or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage Main Drain)Final Sidewalk Curb&Street Final TEMPORARY Approach BLDG. DEPT. FINAL CFITTIFICATIE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping " 'c' dsckiping ZondIng Final BUILDINIS PERMIT APPLICATION TIGARD DATE_ _ - ------ �__ ,19 _'_ 4782 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 643—.5721 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNEH PHONE -- "w L!j `, ,rk,.:rr JOB ADDRESS 10330 SW- Greenhurr; Rd. LOT NO. ARCHITECT ENGINEER BUILDER Sd. Bremer _ ADDRESS 10935 '514 50ng Portland DESIGNER Jahn Miterrer STRUCTURE ii NEW ❑ REMODEL _ ❑ ADDITION_ ❑ REPAIR F] RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION RESIDENCE 6� COMMI] EDUCATIONAL I] GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ;LAND USE ZONE S!!g-- BLDG.TYPE 5=� !!r FIRE ZONE pLAN CHECK BY 'TW--HEAT Com' — ` Construct 3 story rind baseretent (60 unit) mote all per approved plans. i.re !+lst.. O1 review and ITI°iC requirement, SEWERPERMITM 26500 — OCC.LOAD FLOOR LOAD 4,)_ HEIGHT 32' N0.STORIES 1+/ AREA NO.BEDROOMS 93 VALUE_ BUILDING DEPARTMENT —SET BACKS FRONT 40 t _REAR 2!, ' LEFT SIDE RIGHT SIDE_ 40+ Permit 2U5 S•Oi1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Pltlt1�B11 � • ,4`WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE - ITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE.. OF THIS PERMIT DOES NOT WAIVE Subtotal j4&56i' ESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax G LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEAL ING. " �' ` SDC— $415U.Ju + POCM AP ICANT OR AGENT 13y.,,o)1:A1, Approved F'CW Receipt No. ADDRFeB PHONE _ -- W 1 ):K o-, ; pst. pldtA Ck 1177.1.15 A FD 01 123.2(; DATE INlR TYPE INSPECTION `-�RKMARKS PLUMBING DATE Contractor 445 Permit No.- &j �� -SnQ Rough-in Fixture Final HFATING Yc'Yaa. ,-v� Contractor - _ C+r �S Permit No. Get �1 �'�� _ �lCl/Q ��•� =.S,t'.`--:.. ____-._ Rnugh•in SEWER Final DRIVEWAY---- Final Storm Drainage (Rain Drain)Final --- - - ,p� Sidewalk Curb&Street Final -- --.-- /(E] L-Ls } A-GQ►iTE OCApprouch -- --- F11t_AL rERT�FIC�IT"DCCCPAN4"A!t LC7U?ANCY Final ® •.t/(✓/�`�I/C_ ,7-w Landscaping 0 1 uv -L _ 17oniny Fined -r 4 TON WASHINGTON COUNTY FIRE CISTRICT NO. 1 G �9E DIS S•� 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649-8577 March 23, 1984 Mr. John Sherrer 302.50 S. W. Parkway Wilsonville, OR 97070 Dear Mr. Sherrer: Re: Motor Inn 10830 S. W. Greenberg Rd. Regarding my letter to you dated March 2.0, I note that in the second sentence during dictation I transposed "5" and "4" when making reference to 11.L. design no. L514. that is , each reference should read "L514" and no reference should read "1415". I trust this lett - 1 Serve to correct my error. Sinc ely yours, NG 1 COUV [ if IIIIPI(• No. 1 Wilburn Dodge Fire Prevention Officer b cc: W. F. Brenner Ed Walden SIOP FIRES -- SAVES LIVES R WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649-8577 March 20, 1984 Mr. john Sherrer 30250 S. W. Parkway Wilsonville, Oregon 97070 Dear Mr. Sherrer: Re: Motor Inn 10830 S. W. Greenbury Road For the public record, I am in receipt of your telephone message (copy enclosed) from which I glean that you intend to employ UL design no. L514 in the floor/ceiling assemblies to separate each story, one from the other, by one-hour fire-rated construction. Design 1.415 permits the option of selecting floor systems. Please let us know which-.syystem you have chosen. I am enclosing a copy of Design�no. L514 fo 'yours convenience. Sincere ours, i WA GTONi OUNTY IR=XDIS, IC1 "J0. 1 1 / Wi n Dodge Fire Prevention Office jcc cc: , 'Ed Walden Enclosures (2) STOP FIRES— SAVES LIVES J Washington County Fire Distriet No, I N i EI-YES -:—N NO MAssage for _L�(t_. /.0k, ---------------- Of Area Code _ Telephone No. L1 Ti-lef l.cned ❑ COCA fa see you ❑ Wenff you fo phone ❑ `.v;;i tail back ❑ Will phone lefer (] Refurned your c s'l ( ] Wanfl fo tee you i Message: �J .�-•'y X14 �� by: o-[ revised 7/7 8 - -- ..11.11•„J 177 .. _: 376 FIRE RESISTANCE DIRECTORY f F ' FIRE RESISTANCE RATINGS (BXUV)—Continued Design No. L514 Unrestrained Assembly Rating—t Hr. Finish Rating-26 Klin. t n 3 4 U -see tame I ane s — T e T_ vz' 1,2,3.Flooring Systame-The finish flooring stem 11,vapor barrier(Item 2)and the sub4looring i F,-sh F'. (Itom 3),may consist of any one of the following systems: ._under4v SysteNo.Finish Flooring-1 by 3 in T S, G and and mate e 2 d,l d aid perpendicular 10 foists;Or,%In.thick to be ng ■utlding Plywood minimum grade"under tsymant,”with T 6 G long edges conforming to PS 1,55 apanlice 3 subnoon tions Face grain to be perpendicular to)01619 with joints staggered defd," wr Vapor barrier-Commercial rosin-sited building paper,0 010 in thick diculer.n Subtlocring-i by 6 in T 6 G,fastened diagonally to foists.or, 1/,In thick plywood with exterior 4 Bridging- glue,minimum grade"standard."conforming with PS 1.�6 specifications Face grain of plywood to S Joist►-:. be Perpendicular to the Joins with joints staggered. 6 116s111anT Finish flooring-Floor Topping Mixture$Y6t r I of water to 100 lbs cel floor to deep ee. Compressive strength,2000 psi minimum.Thickness to be r/,In minimum GYP-Crete Corp. -Type GC . pp'^S mixture tast-e Fro-9 United Stites 0 _ eA Slofl F-, Vapor barrier-40ptiond►-Commistc 1,asphaltesatweted fall 0030 in thick. Crcac .� sub-floorin trottsl c p-/�In thick plywood with exterior plus, minimum grade to be"standard.' conform- suspe�ar Ing to PS 1 66 specafirehons Face prsin of plywood to be perpendicular to joist, with joints stag. cared an pared (rSy8 No.3 On 16c Finish flooring-Floor Topping Mlxtura'-6 al of water to 100 The of floor topping mixture .: Compressive strength to be 2000 psi minimum thickness to be 1 in minimum. 7 W„Ifb-;a Y 't GMCrate Corp.-Type GC. fury United States Gypsum Co.-Type F. chrnre,. Vapor barrier-(OptlonslF-Commercial asphalt seturaled fell 0030 In thick. jetted 'n Subflooring /, in thick plywood with exterior glue, minimum grade to be "standard.”eonforrlF each Du• ing to PS 1.6 t specifications race grain of plywood to be perpendicular to Joists with joints 11ag. of w�,cn "t pored. and 71 System No.4. ioinj or Finish flooring-Floor Topping Mixturs'-5 gal of water to 60 lbs,of floor topping mix- tion,nor lure to 160 The of sand Compressive strength to be 1000 psi minimum Thickness to be fwd ver. in minimum. Gyp-Crete Corp.-Type GC What,9 United States Oypaum Co:-Type F, Perfeenc Vapor beINn--4Optionell-Commerclot Asphalt saturated felt.0.030 in.thick. aC er Sub,flooring O C m p--'/� In thick plywood with exterior glue. minimum grade to be "standard." board s conforming to PS 1.66 specifications Face grain of plywood to he perpendicular to jousts of bwr with joints staggered. 4 Cress!ridging-1 by 4 In, spacing • NO When the floor Is constructed using the alternate floor system described above,use 1 6 screw. by 3 in cross bridging. 6 N6lt-4c 5 Wood Joi11a--2 by 10 In spaced 16 In 0 C firestopped with so 6 Furring Channala•Raalliant--Formed of 26 MSG gely steel,spaced 24 in 0 C perpendicular -posting th 10 101110 Channels Overlapped at splice 4 In end fattened to each joist with I V,In long fur. ring channel screw. Wallboard,Gypount'--'h or y,in thick. 4 it wide, Installerf with Ions dimension perpendicu. lar to furring channels and the side edges of the board located between joists rnuned to furring channels with 1 In long wallboard screws spaced 12 In 0 C End joints o1 wallboard jot lath)similarly fastened to additional places of furring channel to extend a min of 3 In.be gond ends of butt joint Screw located,/In.min distance from sides and r/,In min from ends of weliboerd for 4th)sheets United States Gypsum Co.-Type C.D,or IP X2 5 screw, Furring Channel-Cost hardened steel, I'A In long, O 150 In diem thank, diamond ' point,Phillips-type head. s screw, Wallboard-Case hardened steel, 1 In long. 0.150 in diem shank, eslf-drilling and 6111 tapping.Phillipstypeheed. 10 Joint system (Not Shown)-For Wallboard or Lath Paper tape embedded in eemenllNous compound over faints.and exposed screwhasds covered with compound,vinth edges of corn pound feathered cut, 11 Alternate Joint System (Not Shown)-For lath only A 3/164n. thickness of gypsum plaster applied to entire exposed surface over either paper tape on Joints embedded in comenlitious compound or 2%inwide plass fiber tape storied 6 in.O C.on Joints '6911riog the UL Cleeeific e9on Mark mg �� LOOK FOR MARK ON PRODUCT � G7 C WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. + Aloha, Oregon 97007 • 5031649-8577 March 13, 1984 Mr. ,John Shearrer 30250 S. W. Parkway Wilsonville, Oregon 97070 Dear Mr. Shearrer: Re: Motor Inn 10830 S. W. Greenburg Road The purpose of this letter is to verify the disposition of the issues which we discussed last Tuesday, March 6, concerning the itemized list of requirements as contained in our Plans Examination Report No. 1519. The notes on the revised plans adequately addressed items no. 3, 4, 5, 6, 10, 11 , 14, 15, 17, 18, 19, 20 and 2.2. Regarding item no. 1 of Plans Examination Report No. 1519, the issue is with the means of air and therefore fire communication along the resilient channels. From our conversation in the Tigard Building Department offices, we understand that this will be addressed and provided for during the course of construction. Regarding item no. 2, we understand that the intent is to provide draft stops below the roof line as well as above the roof line; reference being made to the graphics as well as the notes on the drawings. With respect to item no. 4, we will defer to your interpretation; i .e. that a sprinkler head need be provided at the opening in the terminal room and nct throughout the room. Regarding item no. 7, it was stipulated that all doors opening into the exit corridor system will be served by self-closing and latching smoke and draft stop door assernblies having a rated and labeled fire STOP FIRES -- SAVES LIVES Mr. Jahn Shearrer March 13, 1984 Page 2 resistance of not less than 20 minutes with gaskets provided where the door meets the stops on both sides and across the top in each instance. Relights will be of wired glass set in fixed steel Frames as in the case of the tenant laundry. Regarding item no. 8, it is stipulated that the stairway doors will have a temperature end point rating of 450 degrees above the ambient at the end of 30 minutes of fire exposure and that such certification will appear on the door fire label . Regarding item no. 9, it is agreed that the access doors through the area separation wall will be automatic closing and served by smoke sensing mechanisms and that they will also automatically close upon failure of the public power supply. Regarding item no. 12, it is understood that prior to the installation of any fire alarm equipment -omplete plans therefore will be submitted to and approved by this office. The fire alarm system must include provisions for smoke detection and manual operation in the entire corridor system and automatic detection -in the storage rooms, laundry rooms, furnace or boiler• room and similar areas. With respect to item no. 13, the fixed portion of the window adjacent to the area separation wall will be the assembly which has a 45-minute fire rating. The slider section will not. This is acceptable Under the provisions of Sections 505 and 1204 of the Uniform Building Code. Item no. 16 continues to apply and, of course, is a policing problem which must be addressed by this office. Iters 21 and 23 are performance requirements and, of coarse, continue to apply. Regarding the matter of the construction o;" the floor/ceiling assemblies which separate one story from another, UL design no. 1 -501 does not employ furring channels and furring channels may not be installed in such an assembly. That is, the gyperete/substraiyht assembly is acceptable but design no. L-501 prescribes that the gypsum wallboard be " . . . 5/8-inch-think sheets of wallboard (or lath) installed with Iona dimension perpendicular to the joists and fastened to each joist with 1-7/8—inch-long sixpenny cement-coated nails spaced 6 inches on center . . . ." This is an issue which must be resolved. Please advise us if you intend to employ UL design L-501 as prescribed in the Fire-Resistance Directory and if not, please specify the UL design you propose in this case. Mr. John Shearrer March 13, 1984 Page 3 Subject to the foregoing conditions and the comments we have no objections to the issuance of a building permit. We have so notified the Tigard Building Department. We will look forward to hearing from you regarding the floor/ceiling assembly issue. Since/GTON yours, WASNi f,OUNTY (IkE !STRICT N l /W_ i u odge f Fire Prevention Officer / jcc cc: ✓Ed Walden W. F. Brenner a TC^�a Washington County Fire District No. 1 20665 S.W. Blanton Street Aloha, Oregon 97007 Bureau of Fire Prevention 649-8577 Plans Examination Report No. 1519 _ County Plan No. Cit (,f Tigard ____ Building_ Motor Inn_ _ —_Occupancy_ R-1 , Residential Address.._ 10830 S. W. Grcenburg_ROad_�^—_-----------Construction Type— V-1 hr Architect/Designer Jghn__$ lie. er -----------Address A02 50 S. W. Parkway-Wi154__nyi11_e Owner W, F. Brenner _ Address�Q8g5 $_�. 5th treet - beaver nn_ Stories__._ 3 first Story Area-.650 su,f1 _ Basement Area_._Z�(2�O sof.f t. Attic Height none Draft Stops_._ -- .._Fire Walls ---Exit s__3_ ._—__and Total Width_ 12 ft. Stairs 2 /Enclosed__y -Other Vertical Shafts._ __JEnclosed__-yeS__._Sprinklers__J10 ._ .Area Covered..__ _ _Manual Alarm_ not ShDWn __Standpipes no Combustion Detection_ no /Typenot shown __/Area Covered---- Floor overed_ Floor_9,YP_crete on _PJYwood __Ceiling GWB _ _____heLdbotrd9of_Class C - built up Fitt. Members___wood -------Wall Cuver(Ext.) GWRL1T1asonry veneer /(Int.)_ GWB IleatingSystem forded air__thru Fuel electri_ity_� __cooGngsystem_ integral _ System— wall units The plans for the above described project were referred to this office ___I4 February_1M4.--_.___ __r and reviewed 21 FebrUarY_JHA___ _for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . In all walls and partitions firestopping consisting of 2-inch (nominal ) lumber, 1/2-inch-thick gypsum plasterboard or equivalent material must be provided at all floor and ceiling lines. In furred walls or wall fitted with resilient ch_a�1ne such firestopping is required at maximum horizontal intervals of �T�b feet. That is, no com 'tible concealed space may exceed 10 feet in hori- zontal ension without. a barrier to fire. CONTINUED Richard D. ults Flre Mans �� 0 fly Fire Prevention (lice cc: Ed Walden W. F. Brenner Form 900/3 Revised 10/83 Flans Examination Report No. 1513 Motor Inn Page 2 Penetrations made in this prescribed firestopping to dccommodate hiring, plumbing, duct work and other utility runs must be packed, following the installation of said utility runs, in a manner which will effectively main- tain the integrity of the firest:opping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2516 U.B.C. ) 2. Draft stops must be installed in the mansard overhangs at each party wall . That is, draft stops must be above and in line with wall-, separating tenant spaces from each other arid from other Uses. Draft stops may be constructed of 1/2-inch-thick gypsumboard, 3/8-inch plywood or some similar and equally Durable material . Openings made in draft stops must be ,protected by self- :losing doors with automatic latches constructed to have an equivalent fire resistance to the draft stop in each instance. ,ref: Sec. 2516 U.B.C. ) 3 The linen chute must be one-hour fire-resistive construction: and all openings must be fitted with self-closir,g and latching one-hour-rated fire door assemblies. However, in lieu of one-hour fire-resisti~e construction the linen shute may be enclosed if lined on the inside vii -.h lath and plaster or gypAM) wcl 1 board with such lining covered with not 1 e:cs; titan no. 26 gauge galvanized sheet steel with all joints locklapped. All openings into the linen chute must then be protected by metal or metal .-cad doors with either metal or metal-clad jambs casings or frames. (ref: Sec. 1706 U.Q.C. ) 4. The linen chute must be provided with automatic sprinkler protection. Sprink!er heads must be provided at the top of the chute and throughout the linen room. One additional sprinkler head must be installed at the second story line. Sprinkler heads must be accessible for servicing and must be fitted with shields or guards to prevent linen from catching upon the heads and to prevent damage. (ref: Sec. 30102 0.13.C. ) 5. The roof covering of this building must be er: approved fire-retardant roof. That is, the proposed Class C roof covering is not acceptable. (ref: Sec. 3202 U.B.C. ) 6. From our interpretation of the drawings, tie elevator hoistr.,ay is one-hour construction except where one wall form, a potion of the area separation wall . The access openings into the elevator holstway must be protected by approved one-hour-rated and ' 3beled elevator heli 5i,;:dy fire door e-'senrbl ies. Further, the elevator hoistway must be vented t ► the outside. The area of the vents must be not les! than 3-1/2 percent of the area of the elevator shaft with a minimum of 3 square feet of opening provided. (ref : Sec. 1706 U.B.C. ) Plans examination Report No. 1519 Motor Inn Page 3 7. Exciusive of the required one-hour and one and one-half-hour rated and labeled fire door assemblies as shown on the drawings, all doors opening into the exit corridor system must be served blv ;elf-closing and latching smoke and draft stop door assemblies having a rated and labeled fire resistance of not less than 20 minutes. Gaskets must be provided whet , the door meets the stops on both sides and across the top in each instance. This requirement includes the 2-foot 8-inch-wide doorways which open from the office into the lobby, from the off,'oc into the corridor system and f om the manager's unit into the corridor system. Where relight assemblies or:cur, as in +h,: case of the tenant laundry, they must be composed of wired glass set in fixed steel frames and they mu-;t not exceed 25 percent of the area of the wall in which they are located. (ref: Sec. 3305 U.B.C. ) 8. The one-hour fire door assemblies which erre the enclosed stairways must have a maximum transmitted temperature end point rating of riot to exceed 450 degrees Fahrenheit above the ambient at the end of 30 minutes of fire exposure. These doors must be maintained self closing or must be automatic closing by actuation of a smoke detector. (ref: Sec. 3309 U.B.C. ) 9. The fire door assemblies which are proposed for irstallation in the two-hour fire-resistive area ,epiration wall ai:d which occur in the corridor must be autUmatic closing and must be activated by smoke sensing mechanisms located on either side of the door assembly or which are an int-gr•al part of the self- closing mechanism. Hold-open rnech3nisms must be of the "fail-safe" type; that is, of the type which will release the door to self-closing action in the event of power failure. (ref: Sec. 4306 rI.B.C. ) 10. All doors must be openab',e from the inside for immediate exit without the use of a key, special kno%lledge rr effort. Doers located in the stairway enclosures and doors locate:' in the area separation wall must be fitted with a latch mechanism only; not being lockable from either side. All finish hardware which serves fire-rated door assemblies must be fire-rated finish hardware. (ref: Sec. 3304 and 4306 U.B.C. ) 11 . Every guest room and every room whish could be used for sleeping purposes must be provided with a smoke alarm. The detector must be located on the ceiling and must receive its primar3 power from the building wiring system in each instance. (ref: Sec. 1210 U.B.C. ) 12. The build;,rg must be provided with an approved and electrically- supervised automatic/manual fire alarm system. The alarm system must include provisions for smoke detection and manual operation in the interior corridor system and automatic detection in the storage rooms, laundry rooms, furnace room and similar common areas. Manually-operated fire alarm --ling stations must I Plans Exaniilicit.ion Report No. 1519 Motor Inn Page 4 placed immediately adjacent to the telephone switchboard in the building, if there is a switchboard, and adjacent to the exits from the basement and each story. Prior to the installation of any fire alarm equipment, complete plans therefore must be submitted to and approved by this office. (ref: Sec. 10.307 U.F.C. ) 13. All sleeping rooms must be provided with an emergency escape and rescue window having a minimum net clear opening of 5.7 square feet. The clear opening height dimension must be not less than 24 inches. The minimum net clear open- ing width dimension must be 20 inches. The gill height must not be more than 44 inches measured from the floor. With reference to the construction of the area separation wall and its termin- ation at the exterior wall , the proposed 45-minute fixed fire assembly will not meet this requirement. Accorri,ngly, additional windows must be provided in the affected rooms. (refs Sec. 1204 U.B.C. ) 14. The left or east stairway, according to our interpretation of the drawings, muc,t be provided with a barrier to prevent persons accidentally -ontinuing into the basement. That is, a stairway must not continue below the grade level unless it is provided with an ar;proved barrier. (ref: Sec. 3309 U.B.C. ) 15. Ixclusive of the main entrance/exit doorway in the lower level lobby, all exit doorways arid ways of access thereto must be indicated by approved and electrically- illuminated exit signs with letters not less than 6 inches in height with the principle strr.kes being not iess than 3/4-inch wide. Further, the way of Pxit must be illu,ninated at all times the building is occupied with � light intensity of not lest than 1--foot candle measured at the floor. Exit signs must be illuminated by means of two (2) electric lamps, one of which is Served by a regular lighting circuit with the second being served by an emergency rower supply which must also provide emergency illumination for the ways if exit. Emergency power must be provided from storage batteries or, an on-site generator set either of which must come intj operation automatically in the event of a public power supply outage. ( -ef: Sec. 3313 and 3314 U.B.C. ) 1The room designated "yard mainten«nce storage" must not be utilized for the storage of flammable or combustible liquids or for any, machinery which employs flammable or combustible liquids for fuel or power. (ref: Sec. 12.12 U.B.C. and 11 .415 U.F.C. ) 17. Combustion and draft hood dilution air must be provided for the room in which the gas-fired water heaters and clothes dryers are located. One square inch of opening must be provided for each 5,000 Btu total input rating of all appliances but not less than 100 square inches. The combustion air opening or 6nenings may be located in the upper 12 inches of the room. (ref: Sec. 601 , 602 and 607 U.M.C. ) flans Examination Report No. 1519 Motor Inn Page 5 18. All fuel-burnillq equipreent and all electrical equipment and appliances installed in conjunction with the construction and occupancy of this building must be listed by Underwriters Laboratories Incorporated or other nationally recognized testing agency and must be installed in si , ict conformity with the manufacturer's installation instructions. (ref: Sec. 502 U.M, 6. ) 19. ThE kitchen ranoe hood in the manacer's apartment, if of the exhaust type as contrasted with t'�n recirculating type, must be proviaed with an exhaust duct of !,mooth, noncombustible and nonabsorbant construction. The duct must terminate out! ide the buildi .g and must be equipped with a back draft damper. The cross- sectional ara of the duct, must be equivalent to the cross-sectional area of the hood vent collar for its entire length. (ref: Sec. 1901 a►i,d 1104 U.M.C. ) 20. A firefighting water supply consisting of a standard fire hydrant or hydrants having a minimum flow (or aggregate flow) of 2,000 gpm at a minimum residual pressure of 20 psi aid located within 250 feet of all portions of the first story of this building is required. (ref: Sec. VII , Ordinance 83-1 , Washington County Fire District No. 1 ) 21 . One set: of approved plans nearing the stamps of the Tigard Building Department and Washington County Fire District No. 1 must be maintained on the job site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (ref: Sec. 303 U.B.C. ) 22. Inspection and approval of construction by a representative of this office is required prior to tii- cover of any framing elements following the installation of the utility runs an,1 firestopiing prescribed in requirement no. 1 and upon completion of construction and prior to the use and occupancy of any portion of the building. (ref: Sec. .:05 U.B.C. ) 23. Prior to the opening of this occupancy fo- business a Certificate of Occupancy or other written instrument of acceptance must be secured from the Tigard Building Department. (ref: Sec. 307 U.B.C. ) SPECIAL NOTICE: APPROVAL OF THE PLANS FOR THIS PROJECT AND THE ENDORSEMENT OF THE 13UILDING PERMIT ARE BEING WITHHELD PENDING RESOLUTION OF THE REQU!Ri.MLNTS LISTED WITHIN THIS REPORT. THAT IS, THE (APPARENT) DEFICIENCIES MUST BE RESOLVED ON THE PLANS OR IN WRITING FOR THE PUBLIC RECORD. THE REFERENCE NOTE WHICH FOLLOWS EACH REQ'IIRE:MENT REFERS TO THE APPLICABLE SLC110N OF THE 1982 EDITIONS OF THE UNIFORM BUILDING CJDE, THE UNIFORM MECHANICAL CODE OR THF UNIFORM FIRE CODE AS AMENDED AND ADOPTED BY WASHINGTON COUNTY FIRE DISTRICT NO. 1 . 590 FIRE RESISTANCE DIRECTORY FIR } FIRE RESISTANCE RATINGS (BXUV)—Continued FIRE RESISTA Republic Gypsum Co.-Type"RG-1"or j TempleGypsum,Inc.-Type•3. Three Rlvars OyPwm,ins.-Type 3R3. t United Sues Gypsum Co-Type'C.""WR-C,"or"IP•IL2." Western Gypsum Co.�-Type 1. : r t Weyerheeuser Co.,Gypsum Dlv.--Type"DOG2"or"DDDG3." (� 2 Wood Particle Board*-'/u In thick, a h wide Wood Panicle Board installed vertically fastened with Sd,2 inlong,finishing nails spaced 7 in.0 C and staggered from nails of board jot lain) Nail heads filled with matching putty filler. Weyerhaeuser Co. 1 _ 3. Wood Studs-Nom 2 by 4 in. 'Bearing the Ut Claudication Marking - tV t Wood Studs-Nom 2 by a Design No. U309 2 Wallboard. GyP*pn1'-V' Assembl Rating-1 Hf. steal naris spaced 12 n, C Ylong.0098 in shank diem studs,su,gerad on oPPce• peering Well Colotea Corp.T pp Finish Rating--27 Min Flintkote Ce.- T li 3 Georgia Pacific —24' '0.C. — 24O.C. Republic Grew �- I Temple GYDsi++' Three Rivers G casein bus.Powder IYVI ap p lied to back surface „ continuous buds of cert 4`f FirBftePWO Iron,edges of boards a Wallboard.GYPIum"f" t Wood Studs--Nom 7 by 4 In.,spacer, 24 In.0 effectively firestopped. withlaminotin I composer+ 2 Wallboard.Gypsum*--%In,thick, 4 h wide, nailed to studs and bearing plates with Bd ce- noting comn pound.Yr i ' ment-cosled nails 1'/,In long,0 0916 in shank.diem and V,in diem heeds spaced 7 in.OC, mmheoatad nails Co m • Gold Bond Building Products-Type FSW,FSW-G Celote■Corp, Weyerhaeuser Co.,Gypsum Div.-Type"DDN1.,, GeorgiFlimtkoa Pacrfi ae Co.- k• 3 Joints and Nsllheeds--Wallboard joints covered with paper tsps and joint compound N*N Gold Bond Bu heads covered with joint compound Gypsum plaster not more than '/s In. thh-k may be aP Pabeo Gypw• plied over the wallboard in addition to the specified joint treatment. Republic Gy:- 'lissring the UL Classification Marking Temple Gypw Three Riven Wayerhatun n Desi No. 0311 5 Finishing System-t so 9 none'/u n1 thick gyM'i Assembly Ralinl; -1 Hr. has-baseboard Jmnn senting Well •Bearing the U' Classfiaahc" Finish Rating-23 Min. t6'er 24'OC—r--16'a 24'COI C4 p 1/2• - oil � x / 2 5 -" 4- -L 4arlieel 9eetlen r l I Wood Studs-Num 2 by 4 In.,spaced IB or 24 0 C Ellectively cross his td 7 Furring Channel---Resillanl, 25 MSG galv steel Furring channels spaced v mically 24 In O.C. r flange portion screw attached to one side of studs with 17. in long dim ,ond,sheped point double lead Phillips head steel screws J 3 Wallboard. Gypsum'-% In thick, 4 If wide Screw attached one side to furring channels with 1 in long,sell-drilling,sollaapping steel screws spaced 12 in O C.vertical joints located Wood Studs r"I"r midway between studs and back blocked with furring channels.attached with I in long,sell 1 tarp and tads t, drilling, sell lapping screws, spaced 12 In 0 C, along each edge Wallboard attached other 7 Betts and Blanket' halt— side to studs wlUr IV,In.long diamond shaped point,double lead Phillips head steel*craws Balls a d(hem 41 spaced 12 in 0 C.vertical joints located over studs. f i United Slates Gypsum Co.--Type"C"or"IP•X2." K+uul F.. 4 Mineral Wool Batu'-3 in.thick shuts.supplied In 15 and 24-in widths,plated to fill Inlerk Owar+sC or of wall,attached to the 4-in lata of the studs with simples placed 24 In,O.C. 1 Unload Sites D Co. 3 Resilient Fur"" wide wnh'/,in �• 6 Joints and Scrawhesds-WollhWellhomrd Joints covered with Draper tape and join) compound Serewhemds covered with joint compound As on alternate,nom 3/32 In,thick gypsum vene*r attached to each s I plaster may be applied to the entire surface of Classified veneer baseboard Joints relnforesd 1 woubos'a GriV- "t• 'Boating the UL Classification Marking v 1. LOOK FOR MARK ON PRODUCT i }} iii .'�A .L.,i. �• a. 4 ^inr' ti4.Y„'•f.' ��' "i^ ,•� ,• t }. ..i: ' ESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY 365 E RATINGS (BXUV)—Continued FIRE RESISTANCE RATINGS (BXUV)—Continued 65e ra intended for use with ores Ines Type 1857 n+n Design No. L212 C Cat Nos 1652 and 1651) a^4 Unrestrained Assembly Rating-1 Hr. --Type 1650 Finish Hating-17 Min GAPS-41',fol shnwnl (Opuonall- For use wnh Type 16r 7 Is -NOMINAL DIMENSION 18) Channel shaped malnl pans.O 18 o 024 in thick. ee 1 2 e in. wide, placed with the panted olds down in the cul qwe .-I- he vartiul lobe (CMC Cat Nos 1532 and 1832( - -T.Os 1650 g Ohl UL I.rating Mark( Fluorescent lamp typo.steel hout,.qtheid' • 7^/Y��3' I / tharN area does not exceed 24 so II per ICO sIt ft of cadma r•i National al Ele s icalbel Code Fiat-on and harvests most be I 6 I D ` perstura conditions before installepon I 1�I _ _'T IF rot use with the Type 1650 metal pans(Sae Item t IAf fine Iv steel channel yoke per light fixture,secured to the web a e of fisture. phoney--Min 0 C20 in thick(25 MSG)painted steel 9"" 1 Finish Flooring-1 by 3 in or 1 by a in.TAG and and moiched laid perpendicular to joists.or In lope and hernmed edges and %lots perpendicular to s~ •/.in plywo;.1..^'n grade"underlsyment,"with TAG long edges and conforming with PSI-66. Of engaging over the bulb of the tees Engaged over ff%e Face grab,Of plywoid to be perpendicular to joists with joints staggered. *sell side of ail light fixtures and over the bulb of the s� 2 Bulldlnr,Paper-Commercial resin-sired,0.010 in.thick. 3 Subdardf'wiing-1 by lt,exterior6in glue and conforming g ened diagonally aPS1 66 trace grain of plyw000d to be grade pnrpandie• eNrIN•or Minaret and Fiber Boar,fs-'/,in thick,cut mea re,In LION%section, appro■ '/, in longer and wider thsn she ulI,to Inists with joints staggered. i ride at least V,In clearance between the f rture and the ars a Bridging-1 by 3 H or 1 by a in her by 6d common nails spaced 12 in.O.C.min. 5 W,M Jolsts-2 Fy 10 in spaced 16 in.O C,fitestopped. solea,Inc.-Type PIS) a Insulated Calllnf,Membreno-Sea Items 9 through 28 of Design No P238 for description of No ceiling material, and details of coiling installation.The hanger wires used o suspend the cell Y 48 In. lay-in panels corder panels suppnnad b Y !1 inp shall Ds aupporlad from 18d stella driven through the wood joists. 5 In below the sub- rah '/rIn. tape No 27 MSG spring steel holdAown r.Lps yk floor,and bard upward at both ands for positive support Where hanger wire locations occur tees,spaced 21 in O C. O '/r.•/,or'%In T between joists. hanger wire atoll be wpponeA from wood hanger blacks The wOOA hangar ales,Inc.-Type Type P(S). blocks canaille of nom 2 by a in. lumber nailed w,ti IBd nails (Iwo at each end)between joists near the joist middeplh. •9oaring the UL Classification Marking j Design '.u. L501 esign No. L211 Unrestrained Assembl Rating-1 Hr. F!d Assembly Rating-2 Hr Finish Rating--�, ) Min. sh Rating-75 Min � l i r 23 4 5 �Nominc L rnension rek t a a D •rroreer TO- f1 10, 841 �� -•. _.—� 1,2,3.Flooring Systems-Tho finish flooring pram !)..•spot barrier(;torn the sub-flooring?'�a 1 F,.t,r Aism 31,may consist of any one of the following systems System No. { Finish floor ln 1 h a in. T A G. Isid perpendicular to joists,or Ye in thick plreood, minimum a In TAO and end-matrhod laid perpendicular It �o4sts,Vgrade'under layyment.'with T A G long edge&and conforming to PS 1,86.pecific•,tions Face grain r yment,"with TAG long edges and conforming well Pt,`•68 of plywcou to he perpendicular to joists with joints staggered. I ridiculer to Joists with joints staggered Vapor barrier -Commerc,al rosin sited.0010 in thick shad,0.010 1n thick.. Sub flooring-1 by 6 in T A G.fastened diagonally to joistsb,or'bin thick plywood with exterior ned diagonally to joists,or V.In plywood,min grode-1114* plus, minimum grade, 'standard," conforming to PS 1 66 speclliaatlnns. Face grain of plywood to ,ming with PSI.66 Face grain o1 plywood to be pe Tendo be porpandic ulaI to the joists with joints staggered System No.2 Finish flooring-Floor Topping Mixture'-6 pal of worst to 100 lbs of floor topping motors 18 in O.C,(iretropped Cnmpretslve strength to be 2000 psi minimum Thickness to be V.rn rninrnurn whon used with V. m thick plywood sub flooring or '/ minimum when used with ,in thick I and sub Ilnorinp Items B through 28 of Design No P237 for descnptron d Gyp Crete Corp.--Type GC. hng Installation Thehangar wires used o suspend the cee UnitaA Stela*Gypsum Co.--TYPO F. nails driven through the wood joists, 5 in below the out, `spar barrio-A(ptionall-Comma•clal asphalt saorated felt 0030 in thick do lot positive support WF to hanger wire localioru occtn Subflooring-'/.or•/.In thick plywood with extuinr glen, min grade to be standard, conform• a supported from wood hangar blocks The wood below .ng to PS 1.66 speclAcalions Face grain ul plywood to be perpendicular to joists with joints else• lumber nailed with led nails(two at each end) betwsee aerad System No.3 Finish flooring-Floor Topping MINturo'-B gal water to SO Ile of floor lopping mtaturo 10 160 IDs of sand Compressive strength to be 1000 psi minimum. Thickness to be V.in minimum when used with%in.thick plywood arw-Ilooring or 1 n minimum when used with '/r in thick plywood r , suD-Ilooring. OyloCrete Corp,-Typo OC. (I United ttatea Oypaunt CO.-Type F. Vapor barrier-40pllood{-Commercial asphalt saturated INI 0030 in thick � M 4RK ON PRODUCT LOCK FOR MARK ON PRODUCT �. 1 ' .f. ��- ''S.. -.1� ,'1�� err yr,-t:RN,; "•;l�'Y �„, { ' � .r��. .1.� �r �' _ '.�. 366 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)—Continued Subfloorin FIRE F g—'/r or In thick plywood with exterior plus, min grade to be "aulndard,”nanforrn Ing to PS 1.66 apeabeations. Face grain of plywiod to be Perpendicular to).tats with joints slap Cross lees nom 1 Oared lienal dots lass I System No.1 suspended by min Finish lloaring—floor Topping Mlxtun'-7 gel of wsler to 100 lbs Of floor topping mixture to Gated edpcent to 7# 100 lbs of land A msximum of 2 gal.of asphalt emulsion(60-60% bitumen content)may be add on 16d mule drive "^ ed per 100 lbs of floor lopping mixture Thickness to be 1 In minimum. Chicago • Oeorpia Pacific Corp.—Type GP. Donn Co Vapor barrier—Commercial rosin sited building paper,0.010 in ;hick, 7 Wallboard. Gypw s Sub flooring-1 by 6 in. T 6 G,fastened diagonally to joists,or Vi In. Plywood minimum grads to be"standard," conforming to PS 1.66 SpaWficationsFcegroin of plywooh exterior d�u tuning channels a he Perpendicular to joists with joints staggered. Through channel 1 Cross Brid in places of funiny, 6 Wood JolaU�2 by 10 it, spaced 18 in.O C.firasto joint Adjaceml ws 5 Wallboard,0 . pped. board screw on e. ypsum•—/s in thick Sheets of wallboard(or lath)Installed with long drmensron ad gas of wailboen perpendicular to 101916 ani fastened to each joist with 1'/r In, long, 6d cement coaled nails When Steel From spaced 6 In G^.. Cslotex Corp.,The—Type 1,SF3,A.B or C. letperpendicular to c Domtar Constcmtion MNerials--T 0 C the non Domtar Gypsum America,Inc.—Type a1G13p rS.yore0. boa in the held a, Fllntkott Co.—Types III,IV.VI or VII. board ecrows spa• GeOrgls Pacific Corp., f boards spaced P• Gypsum Dlv.--Type GPFS1,GPFS3,GPFSI or GPFSS spacing between Gold Bond Building Products—Types FSW,FSWG,FSW2,FSK nr FSK•G Joint neetme* Norwest Gypsum,Inc.—type Fire X. where edge p Pabco 0 ypsum—Types PG.3,PG-1,PGB. '/,r In thick g Republic Gypsum Co.—Type FIG.1 or RG-3 near basebos Temple Gypsum,Inc.—Types.3,VPB 3 Armoric- Three Riven Gypsum.Inc.--Type 3R3. CNote. United States Oypaum Co.—Type SCX,C.D.IP-X 1 or IP-X2, Domer Western Gypsum Co.—Type 1. Fliniko, Wayarhaeuser Co.,Gypsum Div.—Type DDN1.DDG2 or DDDG3. Georgia 7 Finishing System—Flbsr tape embedded In Compound over joints and a■posed nut heads. Grand F covered with compound with adges Of Compound leathered out At an alternate, nom Vrx in Pabco t thick gypsum veneer plastsf may be applied to the entire tuffsce of Classified veneer base Republi board Joints reinforced, Temple 9 Steel Corner Faalanera�Optional-not shown�Used 10 attach ends of wallboard at wall inter Texas 1 action where jrun parallel 10 wall Channel shaped, 2 in.long by 1 In. high nn the back These F side witoists h two '/e Inwide cleats protruding Into the %in wide channel fabricated from 21 Weyerh gauge galvanited steal. Fasteners nailed to face of wall bearing plate Through fastener tab 6 screw.Wellboan with oils N0 6d cement-coated nail,spaced not greater than 16 in O.C. and 2 in from edge and%@If lopping. of wallboard Fasteners covered with gypsum wallboard lacing applied to intersecting welt Inot deeper then 'Bearing the UL Classification Marking 'Bearing the UL Classi6 Design No. L602 Unrestrained Assembly R81ing-1 Hr. Finish R8ting-22 Min. I : a C.1 a •�a;� Oi...laisa. IU 2 3 4� i - T a , . I•vs, bre' r----' - Y�}� 1/2' cad iwal r t•la•—'i End JOieri C tricky Chat Dwell 1 flnidl Fr...inn...1 by 1 in 16G end endmalehed, laid 1 Finish Flooring woad. m••i pro,!e •'urrderlayment." with T6G loop edges, and conforming w�th PS r1-0en Frei grade unAerley� groin of p rwon•,to he perpendicular to T&Gjoisto with dge*ata wood to be pe,p, IA Alternate firteh In he P I Optred, to Allwnsle Finish leggin mixture* g--Not Shown►--100 Ib sand and 7 gal of water to too Its M floor topping mumro' g e' Up to 2 gal of asphah emulsion(5000% bitumen content)may be added per 100 Ib of nn. Pot 100 Ib of floor topping mixture;thicknese•) in Georgia Pacific Corp.—Tvi,a OP Georg., 2 Building paper--Commtrci&I roain•s,,rd 0.010 in thick. 2 Bulldinp Peptr- 3 Subflooring---I by 6 In T&G.1a9taned diagonally to joistt.or'/ran I 3 Subfloorsasp-1 h. "standard,"with e■fariof Oiue,and conforming with PS 1.66 Fara O Piny of d,,roti to be _standard wash pandiculst 10 joists with joints sUggared. pandiculer In Ings 1 Bridging—1 by 3 In, 1 Close Bridging 5 Wood Jmars-2 by 101n,spaced IS In OC frresto Ylood Joists 7 6 Furring Channel—Fiesihenl formed of 25 MSG OaIv 41"el as shown,9pacad 21 in OC per 0 Wo,tbeard. Gyp. pens irular to joists Channel ovaria p secwed with 5d pped al splice 1 in and fastened to joist with one 6d com- and r,rd to nts re MOM mad Mm enA clearance 01 Channels to walls 'b In As an alternate to the resd,ant furring channels,SLeal framing Members'(Item 6A)may be used. Domia 6A Steel Framing Members•-4NOI shown) Main runners nom 12 h long spaced IB in OC Domlr _ Flinikn LOOK FOR MARK ON PRODUCT 0 JOHN SHERRER —Il 4AVP r# o r- 1&N DESIGN - ENGINEERING SHEET NO Suite 1 30250 SW Parkway CALCULATED By------- DATE Wilsonville,Oregon 97070 --- (503)682-1723 GIIECKED BV...._—______...__._._ DATE—.-- SCALE ATE .__ G SCALF.��--- GAVGU LAT i -�,`,1 I hl'17lirrX RooF ►=tzAm 1 "61 RF.I TF�IzU R1=,U 31tD I=L God R F=m Itj 3F.I T►�izL1 �F•Co ?.i`!v FL .p IZ F2A+AINel Zf=. 1 'Ti-Ir"L,J 7-F, I Is-r -r4tz.tl IF. L.ATX✓ L. 1 -r4izo L.9 C,14 R PO 1e-T 06, G P• f 'T N•P-l.1 G P•'Q- i=IN Irl,aLL M• I f} M . 2 F�uvATIcN r-. 1 -t 44 TZ LJ ,Co FR. �Nt� - 4 61 A0 /+ orr3oN a `'� 10 A JOHN SHERRERJoe I87.ln --- DESIGN-- ENGINEERING &MEET NO Of Sults 1 30250 SW Pancwcry CALCULATED&r W IwnvWe,Oiepon 97070 DATE (503)682-1723 CHECKED&Y-- SCALE._._ LCAR171�+G� 4 14M IG e o Z 1-- ...j_.....�._....l_ _ ►.....-...4 .. WI Nv yfi'a ev Ba Fm?4N aocF tat.. ; iuIL.T- uP RooF Z,c; 1o+ f: i Nye► ATIo rl �,SYyF 1 FyF Qt�oF- -JG�I`aT4i I.1 ?hF I l •'1 PSf t-l. S►.IovU 2SPy� F-c^fz mac► G�YE7 �► �. I�3Y�sF IJ`stJL14T101.� I ^ QtiF ?Ay C �rJrr- � �? wd Ly pL/�Tly I►Jyu'.A-71 A I ,g PA F FxY�IIC�o2 wA�.� S JOHN SHERRER --- �- - --- DESIGN �-ENGINEERING SHEET Mo �-._��-�__ or Sulte 1 30250 SW Parkway CALCULATED BY DATE. Wllsonvllle,Oregon 97070 --- (503)682-1723 CHECKED By DATE__-_____�___ _ I SCALE_ Al A AJ 5 A 7t z L 0 -A C) Z Z-6 7'E 'r/4 8 SG P-TF � ATT"S ix-z~ e. z5 / .5,O 2r,Q ,rZ.of'r✓E,�$ � L4' e.c o,'7p Sa.� / T4 2,ic Z (4 aA:'IuTS 24,D.G O.17n -4 0� -ASF ••r U, 7 lt,c FeI, co CANT 4y .. r'�• y /.:a F'S/r z .c4 L4 0 '10 2-x 4 •moo.+,—� ,= /�c, 9� 2r1 3ca sere, �. $ / •I. c +J } G. � a = s ZZ A%At 7 E l( .Zc) -4 s 2 9 6 Ar- reFriY" 8 r4.e2� + o . 7G 3, 92 E C S/1 l/ SO PL /= s ccUrtsc �AN.s.4�r_ J a c !n./ �o.9S� GG . A.e So FF/ 7- 631 . a.7, ZA Y 7 7 f'L /rl G Ga V E /`7AA/.Y I;CLl lit�•7'7 ( SAY /fid n` c L JOHN SHERRER JD' ,�' ----- -- DESIGN -ENGINEERING /NEST NO. OF Style 1 30250 SW Parkway CALCULATED BY DATE 'Mlsonville, Oregon 97070 (503)682-1723 CHECKED/Y, ____ DATE SCALE IzF I I _ Rao F Ft-#-A 41 bL ivV�TDR J O I�i7 5 W w v .p I 1-1 se .o 7-S4 it- I�-L-i- C.� I 60 : .01y14'6 r1c Z = ,1950 ILL P V)I. C•Ir0- rS� �'` �I + .ati = .o9Co IL-F 13r(o9. d Ito rz 3 v .I v 1c iZ 3 L : 5-7 1=- R$T = ,Cos y- 4 ,419 <-4 ,419 1 ,��+ ►eFT `v "11(o Ktil La TL z. �4 �� • ,0�4 K41 ryt ,obli K1i1 �•�V�iB n.lo 3 ►+ F C Zq ''O L , elm= .z9 1%1T =. ,41t IL- V z = V-z M �d Si S5 = 1.14u IwT �tP16 --7 038. P 4P 2XIy N0 ,3 Wf Z4-"01C �-- --� wo:3 4 w F _ > w, = 5o v c_'F I!o u,tL— 144 IL.LF FL. = (w2L. 48 + (S,og- ,4 >> = 4'L�i w z_ Yc tuj - ,r5j�k�•4L�* ,z4 4 �1,og-,48� �L �1�= .0sco RI L.= •z.4roc 17. +T (Lt9ti .tstr- 1E-zI,zS1,.w Vz-Tr I, g841� �3ti y ;03c11L- PS L 4 ,7 V U Ir y-1 rcb= .10404KSI te= .-1-tol(ti► � Io Nb ► 3 _ tv = •o�f�-1 KSI Fv= . oP>lnw',1 l�tq"d�c , JOHN SHERRER JOB DESIGN- ENGINEERING BHEET No Suite 1 30250 SW Parkway Wilsonville,Oiogon 97070 CALCULATED BY—_____—__.___. DATE __ (503)682-1723 CHECKED BV _ — _ DATE SCALE v wvz .O 11 '1 L ICiv= •OA SKLF iZ1�= ,v�11 K �F 1zITz .1-S, � q,op2 cA�c .__.----- �- >zzn = ,► IA rU1L rZLz .zd-4 vcT- rrZ7L ,3S�k-oF Y, R2 K3 V3>7 P-"iF fifi LU (.ops-,v4�� * G,-19 0471 IL- IL-LT- 1-- IL-LT I'Y ES0 ALT- XZb= .L�(Dlt jr TT LT- 1'3p,= ,oZ7wur- RgL- .co'row-up I--- -r- . II-7 Lt`- 1L F 5 W Z L= .v'ti� i. -� .��Lo V �.-�- TZ z r-I q-%- .1 1<- 1G 1 3-1 t- TE I T= ,57 y__ ftZgti IS r_. zL.-- ,3z r- 7 T = ,41 1L rb ' I•''rZ'S K 51 c7-�� .''i!9rN 2 XIn Qo,Z ttr- ,'e p.(- ?11 -1 K-'7f wL= ,c25Wtl- 4 Lco RIb- ,�'tSt.�F tZ1�� V-LF r-1T- ,v'1°IK-L-f I K 7- ¢3 R 7C D_ 'C 1[o M-L* iz L = .I�) V L-T- 1711 t- .Z'1 I k LF 1';nz , 07- 1V-LIF 1ZgLti .US�kLf X w ;o 11-T M-Sr- ��_,�� ,UtC'k. ,F ,IIT v L. RITT . i<,,4 k L-F Thi 0! $1 17 27 4- L= L$(i It l l< Y Z'r t 1�- �3� ,o I 1p IL I s JOHN SHERRER -- DESIGN - ENGINEERING SHEET HO —._____` Suite 1 30250 SW Parkway WllsomIlle,Oregon 97070 cALcuu1ED er_.—_. —_ (503)682-1723 CHF_CKED BV ____—_ r FF'F,<4'DtF.a�S v%DT .D'1Lr+0.C'17=. 1 �i3 Ir-LF wL� , I �oTi ►�� ;Zip I IRY -19 K- A^ 1 ,54 rfY wme 1.►s xyl dT4z •Ico IN Q 0 'l- 1-F F .99 K ��.= . I Lo'; V F, 1_wF-r- _ CO,U r'l- S Tel I.0 Zx F-L G , 2523 L1< Cn= I,G2C. 1tL= Z, I')tc- �Tt Lo X51 b = 1, 1Z. cs KSl X1L ,o � kyl Fy= 1D`i gy ( `"'o-71 L� 5 �1Trl �� ' — 2X10 _007 1 'DF-L �. 143�,"SaL� _ .ISD .c 1_F/ir-,cw Co�`� -T •1rP = 3,I� � M - p LE> r 4e�S (. FT 14 t 7,,0,-7 1 Ir 'r%5 19 r 1 I �f-Z .c4 UTIs- , N*� G ; ,'L`+Z w w�- ,1431( L 4- �.. L- ,iioLoV�1L r - (Z q= .'1l r -1 T` In= Ia T" Ic `T i L4 ,4V_ v171 FYI_= • 4911ti �i f" LA4I t C rOe-,7 fP= 3,o3 Ir- M = a LF.rr- A _ J;�c — (c. p I� s � JOHN SHERRER _- DESIGN - ENGINEERING 804EET No - or Suite 1 ;30250 SW Parkway WIIsonxlflc,Oregon 97070 CALCULATED 1 (503)682-1723 CHECKED nY__-_ __._____..__ DATE.--_. SCALEW IQ t.., - .I o 3 k L.I- 14-11 (.v1L' ,ZIaIL-L11 U..) 'z .'1!6I,31L1_ �>v17e 'z-IreZ-17 ,CnV- K-z�.. i,b-oar TLZ-rz z,T4 M'LW 5,95 - (.0'7- s FT I,Sn9 K"'71 u L I,'7T lu,l d-� r?>4 It S I F v-I-' , l 010i "I L/ 4 Cd t ,-r 7, f-T z,7-4 tL L rLF F do,$(a FT. A 0 -cc ; .z1 5r�,I �c � 3r.,'1 #e 15 V.." Z-7--K4 UTI L., zvT- .Lem RL z I,z-7r- -r ►.� - S,4 to F'f �La 1,314 1"al t k." 1 ,4"S6 v 5 I �`T� �,q 11 ,.E I` {✓ 7 L f _ (� S'n x i 1„ SSI iC L 4 Y' I Il '7 I > f I I � l ? - ZY 4 U-T',L- ,� w - ,r1 +,0'7"1 z .I'►V u"� w IL L T 1 ,�1 >zr, I.o3� Kati 1,47 R? Y 2_, x (LS 10 t(71 Fv'- .lagk I �3Z1, 4X to wo I VF-L Q 8 �P = �,S►t- ►� = v L �ctr - Ce w ,abs •1984 o-1'l Y ,l(aI u t_ti w(" n4 11 L.T- IF L IFL = 1 WE Y- trT I,ggIL- �r �•, �+ TY.1 t1"1 V- 7 I I•' I�s I. l r' l I-i l a T'` T- ,Z tj.h 1 A� } = ,0-77 1, LA ll�v- ,066/K�'l Pio,T RT w filff All BL BEs BEE BEE BQ JOHN SHERRER JOB — DESIGN - ENGINEERING SHEET NO. OF Suite 1 30250 SW Pars(way CALCULATED BY DATE Wilsonville,Oregon 97070 - (503)682-1723 CHECKED BY, DATE--- SCALE ATE_SCALE C le f-f A Zx4 W2 w� wn= . It 4 ><L T- �•9Co Sze ,z 4 4 #� !�- ''`,'► �= �� 1 � 3,9 44I ca -- -5`= ,• r- �_ � wZL= . (aL1?ak l.f N E ,t� Z'Ei R 1, 161L- W i T•L- 1,4 ) k- Rzrz �Zti K- wi$4 . /� 5 �-S �c = .7..co`1 w51 k zs b,-7 �G •�Z 7 le 2 ' 4yiI�F cTL L ,Z 4 4 r L r- 4,ed'L - 4,edz. 4'1 -T (T Tr, -P re? P� trb .49 z V-51 �,�•_ , Co x;4.4 I IN T L Lf i �v= .c tow"i fv = ,0J:,VILLiI L/ I'y'y1 4.xto No,3 I+f M,toll 1pk^ , I w w9L . 101 iLLP- Lid L-= 4.0 Rpz .To 1t.. IzL-- ,-,5tt- IZT -r_ ,-1b IL 1n = , 710 K- is)-11 - ,sly kSI . F►,- ,Love W-yl b•r,- t- .o-st'j"o v = ,d 4'i I f- y-•- , l t)(r IL'71 L/ z I x4 wv= • 69-L IL L.F w L_t I'7 S IL L_- 7A ur fa+j� Mme- 7-,0(A �ht .4,94 .Ctrl Y.IF) -03 B 4 IR(,. M0,'54+� JOHN SHERRER JOB DESIGN - ENGINEERING:: SHEET No of—_.__ °uite 1 30250 SW Parkway Wilsonville,Oregor 47070 CALCULATED BY �arE___ _ (503)6P2-1723 CHECKED BY o,-C SCALE LA, �,q. ,0-,7 ��, w�=v YDS i,� r�u_ Tu- 1,4 -7x- _ .r� ol —� lz 94 x- ILL IT 1 ,99 14- --?_tLr rzz rT ,9-r- u. pfs'54 y d TL , o 4 I t- '0)11 -'0)11 it- L I S Z I L. I I f JOHN SHERRER JOB__ DESIGN - ENGINEERING SHEET NO Suite 1 30150 SW Parkway CALCULATED Wilsonville,Oregon 97070 — - (503)682-1723 CHECKED BV____ �_ DATE—__—_- 0 CJ ATE.-0CJ L-7— .o4F .D=jZIGI.F SIL= ,7'54 V-t* MIT= 17-(PCv It-%.fc . 5Z81t.LF- �Z.T .�s31&LT- .091 wL� R;Tti .1 3zR-LJ- w� c .diri6KyF wr.- ,040 Lbf' lents= .0Igv Lr DILL to4`'T It-t.F IFIT'T:- 0v?5w1_* c�,Q��, L It,(iY, I, lZZ�7t .ZL7'I �iY }7-ZT - -7=511 LT- . zu= ,sa4 µ-� � -C''a1 1< L1+ P3Lt ZG�ri 1L1-�' Q rsT i ZglO M^L-T fel, '^J/L.= . rookyF 1'v'1.L_r- ,v4 1.��,� 1z1r= .o+4 v-%,T- 21L = ,Z-'1_7 IL(f MIT- • 341x- Li /•„� � �,.1Z (n.?�� 2.t? z IUej iLLj re r -1 KL1` rm-TI-LT- E i Ri t 3 r4 /� FAc� ei7 �� rs 7: .10 c k-�_ - R 3 L ,4'110 k�� R 3-r z .L005 It L-Ij- 1 W4 VZ •en44 r-LF L.f- V4T 7L h11 tt J�{G Ci LO-P�- 3 f ,C7 = .1 °ID If Lf- wj .7-Lon 14 _ LO p c= q"► IL >z .81 11- rr-r'L 1,4 1 IL- 6 e, -I r PV-) +,cu2,7= I(v"7 �.>< k) U .T015, ►L L F t_=x7 w x p. 7-K- e 1_= ,c� w Iz-r= 1,1 to 1� ►�- 1,611cpT �b= ,-7c`r Hyl 1=�- ,-1z� ><bl c�T�: o�►I.I,� j�v= •S'Zsk .Cr1Sytil 964 4 K6, Na.-s VF-L w t 7--�-j wv.- , o� �,,�4;�= ,I t3�I( - F W L. 154 w i-F S�Zg IZDt- L= ,1i-11L IzTt- I, 11.IL FbL I,(�'S"5 t<yl FbL l y= JOHN SHERRERJOB -U---- -- DESIGN-ENGINEER11 IG SHEET NO _�____� OF _v Suite 1 30250 M Pcir"oy CALCULATED BY.Y—_ DATE Wilsonville,Oregon 970"0 — — (503)682-1723 CHECKED BY- .�.-_-- DATE-- SCALE ATE—SCALE Z_ 4 *.114 . ti.Z 1L FT !. iris z eo'CG rm-r A-- ►c41 kL Z-I, I SGT• PT51x61 ��v ro, ►"ri �>„=. ,3�9 wy1 J ,� ,sz`1 �b= •go ILSI Z-Zx4 S G , 'bF- .I,16r 7- 5,,42,1 TZTx 4, sK- 14 19 .__ 1+. 1"1,7 7. Jr-FT b= I,cof�k K41 1rb = I,lo kfil �-1L= GYc+� IN cis Y t ' '� �V .IDzIL4r rV= ,140 IL SI `/s0,7- Ct l �7 k IL , Itor -`/4 �L_r, G,LI I4r-V4� F = S,19 �- 4 ,5f;,- r3,v 4 F = &A-7 -r IS."1. o 1 Cclrcyr w wr,= .I"iQ-I< L_T- L. 45G ,Li-F *Co I�Sr L/35 I \l 4-� "1: IaS L fs F'F = /c *5BF-r �L Ita r.si ,x'14 w to - I5Z iL L.F li,r�1 I!v L •fig r<- tb = 1•7-P-1V.',1 t>T� ,cagSu ,I *tT, (;IS7_ + ry$4 ) •119 I� '��FDw ,Q�,2 * IZ .. r"`-: 1fi �yp� /8 C' ��L ■ JOHN) SNERRER �a3�_—_ DESIGN - ENGINEERING SHEET NO__ OF Suite 1 30250 SW Parkway C LCULATED BY_ _ _ DATE__. WlisonAle dragon 97070 I (503)682-1723 CHECKED BY_ T.� DATE------ 4-7 ATE-_ —4—Y= 3"1 + :5,l-A, w = 1o.ly Ic- ►nz p L �•+ EFF = Lo,Sl.FT (rAj, ) 4-Zx4 WTIL , I+r17 77 �r t,.v= -o 4 4 )IL 1< w L z ,z4 IL L_•F Pr ,�� .o rs� * y -z - .z44 Yom_ i,s�r� ;z zr89 >✓ ►tet= 11 r01* KFT �b= 11406n 'dy) rrbn-iL= 3(0S1N �V r'TZZV_c'l ,,:,c-L�, 5ia x Ioh.' Iu,r-- v 4- -T t Z,89 = 5, s I•E.FF z e-70 Fl• A 4e- 01 e- �r � w 1p 5,• ,o1Sg * -t .k i' -Lori IL Yom= Ir 23-3 R- Iz�z •r(aK QL= z.Sx y.Tz 4ipCJk 'Tlv Irl l s rsl 7L 19ry iw �v ' ,oBI W4I r� 1 Y �,0BS S LAPl� X I Z L_ Cos; w- L v, r r t 3-zx4 Vr--L G w 2.0e, K fes- 1,3'5 rc 2 14 k- Ir-r7,*.re r•. (w, Yrit,CPC-, "1,SI x-F-t ISI �'�I 1'bL I,�l�s K41 n-1L ►d� �V y .Ofiv I KSI v .06q K b 1 L/5 i> U X 16 Ni,I I?F-C. ?o}TS 1.7= 1,b'p, + ,3ra = 4119 I,- rit- v Lr-_FF =r'o,6I I=T 3 _ Z X / f,A ,VF-L G JOHN SHERRER ��h&0 - DESIGN --ENGINEERING SHEE•NO OF_� Suite 1 30250 SW Parkway CALCULATED BV-- DATE Wilsonville,Oregon 97070 I (503)682-1723 CHECKED BV_- _ DATE _ SCALE.-----___ - - -W -I S_ - vi L4!77 .I S aI. IL(.F I.V L.= ,4 I S Ii- L F I Ito 1&FT / .aC; �v '7- ,C�9 l�Lr1 FY= .O-1s,"I L/`I- 2 4V. Aj o*L�t+� Yom g, �V - ,11I0 + I,I5 = . 1,91 LILT-T- '7 x 4 UTI w �'Ae K �� tb- ,tos9 kS1 �►�= ,"ltsk-SI &'T 1`v= .C)i5V- '-/i7 s 4 XGe No'-s vr- b + MLO = z,y5'1 r,.t L q.F F =&9 S do loL'1�= .I vpll' IL.t->< n 1 L = .7 I K- tr I T= •64 t- '''�', -- - Cx to L .I'3 � 1'z = .4 to I:. r�-r S k- rel -- RL M 5,44 — 2,z I /�uTt J4'r 611 4v, 1,284 ►�sl ��z 1,4tiFS) 6;L. M- ,3-ILtN S-I 14bcT / r L t a1<Lsl Fv ,o9sI'51 SX 10 Np,Z Vr--L IL,-I'O,L , LV n= . I Le-;. It-1.IV- w L. 14°l u- f ,1 A^- 91S19 It-F1 �w, 1E+�'T7�catex , -t++b= 1.'54• Kyl IVT I, to 1, ' n•T�,t L19 4��1V .117 Ch1 rv- ,it's W"I �i Pcw-;Ttt 5-T6 I,ol� 4,4'4 = s,4 -7 �tinz.Q LIrFrFT A _ 4t - TV uTIL, t�F JOHN SHERRER JOB - ----- ------ ----- ----- DESIGN - ENGINEERING SHEET NO Suite 1 30250 SW Parkway CALCULATED BV _ DATE__-_.---___ Wilsonville, Oregon 97070 (503)682-1723 CHECKED BY_____------ `-__ ___ _-_._..� DATE SCALE --__.------------ -------------- -•-t-�---- w wvz iZSS k L.* wL_ .4"73 1,- I,Oz L- 71--- 1,8l K rr-r L Z,ql l� wI-rRa 1A ') . +��= I,Uc5lY-SI r-,,- IrvK-yi b7 _ ,zzl IN rte» 70 47 't 4,4f + 7-,91 914 11- P^ EF r- .1511 .159'7 Yd►1 kz 31,E Flc,lol9 r-S1 �-Z X g S,4, 'b to-t► G= .9 Co CO CA Po 1,0'542M I = 3,94 ►� 1'"'0 1_IEFF u•9zF-r tic IG t ,SUlolu,l x v'fiL, WF -- 4t 1,91 ><- vZ 1� (15-1 {ipeT' •4S$C�il fib= ,'S�Sksl , �tv '� ,054 k�,l 1FvL .o-►SKtiI L� 4 X ID pip,-s 1 w `:27" 4 Z=mn LA-L b= -147-wt-r- M-L.F ievz .-oj(A K- r-L ,90 bL V-T 1,Zfi Ic_ 17 r7l 4,p) bTL" ntr, lr� L � �'vt ,o4SI �vL 16'115X151 ups ,oP�.-1 LF wL:V I i e, ♦ .O 1 rf a tIIR Z s1f a tl 1LZ `;Z►6 �E, Yttt, H-dtt� P1r. Ir SIL- 1, 6V- MIT" ti�'31K- PLA'- ,?4 VZL-z ,-1ZVL- T-19T` 110(e11- • � X IZ IJU�'3 pF- L JOHN SHERRER --- DESIGN- ENGINEERING SHEET NO Suite 1 30250 SW Parkway -'- Wilsonville,Oregon 97070 CALCULATED By----- (503)682-1/23 V-_(503)682-1723 CHECKED BV� DATE-- ••� "a�� t'i'c . 1,19 + ,T, = 4,z o IL_ M ,kolp It- I.IEFF z lOr r:T ��- ►ass �� ti ,41 u.4r 'k= 7�,� r-I�--- .�31�� z-Zx 4 --Tt_ - .Ell I JOHN SHERRER JOB e�� — DESIGN - ENGINEERING SHEET NO. OF Suite 1 30250 SW Parkway CALCULATED BY DATE WilsurvAlle,Oregon 47070 (503)682-1723 CHECKED BY _____ DATE- SCALE ATE SCALE Jo t ,OZ'S 4 11L-t.F w�'� p�w�t Z. = ►I S o ►L-�� 0'1 I&- SeL- ,4 S X- RT o= 1,Z'3b�4i1 1rb= 1�4"3Bc�,I ?S-r �_ . 14`�►N CB.uT PoetN\ -�Y � •O�bw41 �V-' •1009 Q >E, STR J 2.y, U NZ VF- 1. L. S k-L7- S,v Tr- .09 ►c- to S N- l �rr'4�_ �5S'�wyl Fr,� ,at�i w,t 15•Tu� ,o�o31N to Fr tv= .DA11c�1. 1"v� ,vBlol�yl '"�9q[. X le N0�•3 G �CAopIw41 6,6 wb � . DIryF wIL= OZSKS? u')ZL X= I I ,l'1 c', 10111 kL.P- w`'= (ot5 d- ,oS * ►I�1'1`* I z , o'1z91��F 1. ILr11 FT I C ��►M'r frN� E7•G .01 Y- L a l/ tL 1�oF IL^'- 't^b- '.1co 41 Ph= los,-41 STV= •-I,-, Zx10 NG,2 }1f IZ,''D,C � J -� xIU No,i C t4"o,C . I WJ0 s w 4 "L 0 G it F 7 Pr 1 .1 S w t A A,14 r- . 101 0) a- . 41+1Gr S A w.k f'►2� - q � \ * 1,S___ w ►'P A"x= . 14 A DRrFI. L�Z00 = Lt�S * tw Ac IT 'l I .• wv.,ay- r . IEIO w L I. 14 oo * 99,1-5 hftAN,t ,101 5 - • o z 114 = .0-761 W L F- %r c'l I +< <:T- X r (03`11 `o t S� 1M< ►I,l.'1 3,Z 6 --� � �,�. �4-+-�. .09 Lxly Na.z k-�'S'Iz.� JOHN SHERRER JOB —7s!--- -- - — _ — _- -- - - DESIGN-ENGINEERING SHEET No -_--__- Stilte 1 30250 SW Parkway ' ilson,Alle, O;egon 97070 CALCULATED BV._` —__- DME__ (503)682-1723 CHECKED SCALE , c)I1-1 wLi✓ w� �E ,01-p4t = ,015 Y4F 4- IZZ>7't , O i!o►c� I=Z,--�- iCO IZ 'r- I'zT';- .7C)$It. RI ICT 3 rz�>,_- .��z>✓ �'3�_,z0':� t Lo L 171 jr,p �v z . 0V5z.b)Lf,I F% u b E r !� l p 00's µ 'tor e- , t o o., . 09'1 K L t: LO t u .4 z v k.LT- wtL u= ,rfi tt I o- .zo r.. 1L f t.L ,9 4 v.. 1. 141E I t, y t T't7-:.- ,Zl9C. rl-L�z I,c31L 1Z� T "� I.7- Ca Vr; , r,;-mob M e 2' • � = 1.1 01 k-F T scop TQM CIO= ,6O'f w41 r-k,, ,814 Khl -(v It- 101It-SI ry-.. ,1011 uh/ Viols �- tz o,-Jj .0 ;=—L, 7 XOT Z040 + 1041 -- 3,b I rn = , ;ce 3 Ic -r L �. FF =6,0 ► , 10,sti1 �'c s- •3rd'S�S1 k = 7-el,I t 'c= ,1ti1� SI SL v,►3�1 _ �y � �319�1 � � ��z�r �y= I,O'IK�-,J Z-zx F-L e- = .13ot 1'oyT C $ulTVlAl : a�1_�:. 8 04-. 4,Q>5z. 1t,4�91c. I�IOp I.gFF=Cv�4l Imo? w/SNp"� l i+=3o,zStil �G -L .4Z<Owyl k'i Zg,O Iw�t O z •30'*� wovT a ��= �,E�gL� I,t1Z = 10�'1'L>L r/1:v 1-�fF a � z G - ro X!o No, a we s JOHN SHERRER JOB.. - DESIGN - ENGINEERING SHEET NO Suite 1 302505W Parkway Wll:onville,Oregon 97070 CALCULATED Dv� DATE-____..._��_____, (503)682-1723 CHECKED BY- DATE.- _- __-_. SCALE ------- -------..�..F, _ .-- Q�"i'f G _ rr��YT, ti-2 0 L-Y=(0,19 4 Ilr,4c;)& M=o le-tF7 �►^�'r� Q= I9,Z5 s, Pos•r� ffsl~s-r sTR v '�T'=S,'3fi-1 Z,4o9�• 0,zb lc- ►�� LEf>r �G�,�o�..� A= 19,*7 Je=,s24o,K k-31,si Ic 3-ZX4- 'A F-�, e, s4 4- noyTC- —r- -r *TM; *-r= 4,09?pZ WZ0 L>-CcF = Lo,110 F-T 3-Z K4 +1.15 = 3,pte u. ti^z p L'E,FF �= -�c-- (c.: 'r I e- Z- z*A 0-t IL , wf PoL;rdF St? 'L,"5-1LEF F A= 4e- Ic- ?--'L* 4- LJ-r(L., N-r ------------ F"v 70STC w ,Iry 8 t?'= S,4-1 +'x ,4'4 c 9,91 K. MA o LEFFv ZO,16I>+T coTG1c, A` Z1 .v yl �c-,'1'1L K I k= ( ica I 4 -z-A +.am,, f' c= .9z.4 gvi•re'A F-fit 4,4 1 +4,44 +2,91= ICoMeom. Mt0 C 6,G1 F"- �,A-r /} -�ct- �Yt� ►�O. Z LF -L Gt ,47 SEC[.-� T'+f , ►��,�>r , tYz 3,.114 t x,91 to W ►r c, LF T r fr,47-tT I q,"1 9 51 �'c� .4 V.-P k Fac 4- V- ELq., .T .- JOHN SHERRER JOB— 11-x__---- -- - DESIGN - ENGINEERING SHEET N7 OF_ Suite 1 30250 SW ParkwcTy � - - WIISonville. Oregon 97070 cAlcuureoBv_._` DATE--.----- (503) ATE --_(503)682-1723 CHECKED BY_______� DAtE SCALE-.---- 14-L F- CALE----I4-L-ti wl u. : i34'S 1<t.-F 114 +.'343= I ,7,6 , z3 + .z[s4 "Z = .?sV- ,�r_I - az PL.- . 4q + *7- = 1 . $-- 9K. 3w�grt. �4 r� 71ti= '�'14"K QIL � �,UlK VIT- II ,3y1t ►ZZb= 3 `1fsIL- 7t`L= 7,`dOµ IrxT- II,SZIL -,-t ,g9 IL FT %•SI �/ •� �7 Kyl T a r r' ytL - w� SID - I.(oOtL '?f� I114 elT' 4..-,-I IL �. 17ZnK- I' 1,5 tc IL fP s L -. moi, S-1 IL- I? T = 13 IL I �I RL j23 Mt�Z = 1,lJMF'1 I� tIL_= 3,`idK>~r MI�tT= �iiCO/f� Kr '1 ►✓��b 7_, 4-ZKF"1 MZL: 41.7'1KpT kv7-T = 7, !'gkF 7 M7t3b= I ,✓BIC G-7 1✓1Z.I L--. 4 ,18k-P7 x''/12,5 T=Et�+�,¢�okF Y I.le-r r N,, ,7 - 2,4&'5+ 41071 +,4.7, - 1,IV!,-, 2slP'Z,''7 '7' tL Vnr. A.- L��n:�5 1, Lo + 1leto= 4,71 1L_ q ryl F b= I ,(0ILy I tY = ,.ICAC. I'-LFI IF G,t IF-V 4 eAlPT 7`0 17-7 -4,91[, 4 Woo + •q Z'1 �k(7�GPt,416,11) rz �3*80.Z _ c rc--�F to� .1?�a A JCC. z ,SlirSl k �-tS.J r 1C I,IC-1g"I ,4'A-L MI1a'.' I'--ST _.__ __. r� t^' G � G-Ol.VSA.► G� JOHN SHERRER JOe- –�� ------- - – — DESIGN - ENGINEERING SHEET NO OF _ Suite 1 30250 SW Parkway CALCULATED BY DATE---- Wilsonville, ATE— __Wilsonville,Oregon 97070 (503)682-1723 CHOCKED HV —_______ _-_ DATE-- SCALE ATE -SCALE L`'I p z. ,►4 fo 14-4-r< Lti9 1 L M ,Ca 5"1 IL�F ffp -la �' w,GW CA-05i-� 1 QZ.L _ .442 + • to,cl -k 3 z 2,419R Rz w3��(g4z "'.b9G�* I I�� + . losq�K 3 z.zto►�L->r <o**',( co>r� ., w 4-r., l =,�oz wL_IF w4 = C,4-4Z -,U9lo� 'k l �LoZ,ZD IL-L_f- 85 IL .� s,c.-► .Usk 3 = �, to Ic L r s�- (,4 > > �L, pl v= •-7 O Z Z = 1107_ IL- QI '1,7-(0,4 x `[ t 'TJi ZJt^ IL- Z w�gNow eI t7,=- -4, om= 3, �'i� L I2 `11 ►� ft T= 1la '1�1L ►�"+ o ,� to k FT ►cb 2U� tK ,_ Z.'3vbI th-rL ,z1zlti EQ � v= . Is,SrL,I Fv'- .1eio y- �4SL G [o'V4 X 7d F-V-4 t 5 'F _ 1,11 �r X fa r-�D, I p= _I_ G = •4q�1 U)T L1_ w1n- X159 Y- F k.uIL= 41Sr Lf C--- LL) = + (,I L7 e1 4 4toC; J� - �1► Z.10-It . KI Ra PD 4 C,-791 - •159 —�0`i'zj, .Ic3�2 = 10811- 41S> iR�i ,PaZ c Z P 1 k- J�GL)pVr Loti-e-,� 2 1'Zv -L q,A�i ►c 1ZZL_ , I t PL4thM+sl Fk,- 7,-5 L _ •4Z�N c' jello y 71 `' 33 4- 7,OF- - JOHN SHERRER -- DESIGN - ENGINEERING SHEET NO 0•- Suite 1 30250 SW Parkway CALCULATED BV- -� DATE Wilsonville.Oregon 97070 (503)682-1723 CHECKED BY PATE SCALE- M 1'G' P T c ?K Z 2 Z(o IT ►v Nt=O L ttvF c- c •'o r ti 86 FT A,. -;G r�i1 (--'&7- 0$, ��0.1 LSF-L_ nV.- w%DUT LL i►-" ,asb + 61 +lo +,o-Is) 3 = ,'143t�LF uL , iA.>4 ,LcS9 4 Z , MIi� L-F V1'- B,9 I K.. (G 7-4.'11 tit F T µfltL FLsbaIa lriL 5/6X13 /Z V"5 Pn4,-r Y= I I,9 Qa 1L ( ''551 �� _ ,164 I yl k = 30.'1 � 'c w au , - ,-7431-t_It w r` c...= Ztcol ILF 'r, C,- - .-_. IxLL S.li"1JL LT (.r'L ic- (c,t 257 L iv= ,I�`i KyJ Fv- IgOKy) G,L v4 YY}'� ,. INT. L /k)IF rbo f.P = Ic.,45 +�rr�13�r2 = Z2.'1 I w INA L) L v =(p,Sl� A= '30,tri tc=,'1T�I Iib► ZS,O 1= le,-: I,IIDq W�, t JOHN! SHERRER DESIGN - ENGINEERING SHEET NO — nF Sults 1 30250 SW Parkway - - WllsonvillA,Oregon 97070 CALCULATED BY___ DATE_ (503)682-1723 CHECKED DV— _ DAT= — SCALE l F:,!4 1.4 S t •9�.8 * �Ci 1l✓ + Z,C 1 * 3� = 19,1'•1 IL ��./sAl w Z + .9382 * Z,5, 1* z 41K- �Z = 3.`14 + ,93t3* Cv1Ci + 1.45 rw Jywd`"' = 9,S Z ►� Cw/oLY, 47WDW '✓ r3� T'Pz P3 = .s6 + ,9 got, -A s ► c z.I (2,411 :!-►0,9; (0,75 �,4�w1,15 ¢.5��.� (c;,4-7 + W,s7_') ,45 4.q� N --e Q , ih ink �c.Or1TP/jt_5> Z04 �3 y -t.-7 K^ IP) S,1Z5 �. 4S 4 IL F5f = 1'1,"12 Ic_ [w/o()-T SNow i I� II 3�4 1 _ 155 - � �� t ,5_ ,4 V Ti 512 7 A �--- t�5,4`► �g,5 Z i JOHN SHERRER DESIGN-ENGINEERING 9YFET NO . _ _._ _ OF __— Suite 1 30250 SW Parkway CMLCULATED BV. DATE_ Wlsonvflle,Oregon 97070 (503)682-1723 CHECKED By____ DATE---------- SCALE ATE_— —_.___SCALE_. ---------- 1-��_ _ 10'T. /13R'74 a r- e- U 8 * (Z 0. GG,3 ♦ 4 .9(-4 A(7,y1ot3,l-7- I, �o,Alw 1Si^� Z } J- I g'q"1 N- �� - i'4,25y1 �'�=,s33uti1 1�= zsrZ Flc.: r94$ K�,1 4 xco Nom=L G= 9-ty � IL 1�E , n IJP fCffT,uL'TIDN I �. � SoyF S�P= 11.�iSk w� SNo� L>EFF w�SNOw Am 71 S I "tG= .�U K 51 ='30.1 ��G= r 7 lei r- rebvTmex 5 G= I,o4 4- iS '�'FyIL/L"ab�`� �'A''T, o � L ,a�.t (`3� IILe'1tK Z �' 15.•'� 'cl,o F'= y>r�(r•�Z ♦ + I .F 7 't !,,,IL = I r l IL r,J OoT SW0'�) E_>: - 5�S r- -r OUT "�r.00j A, iii. Z54j) �! = /�t'I k'�1 k =-21-0 F--1G = �q'7 d U'r'GO L h ��Y to ►�0 1 V f' - 1_ G = .(nil R'1 l.o'P.1p'L'f e-o V , VP' '7 o P, .C7i* I I,(e-1* I I_C.'7 41,4- ("'�"p> fP� Z�c 3,13 + w/ UXie �o= ?o= 1.4 it v7- + l,`1A -Z-4 )L r,,& - ,�.w ,4��z,s�S,s� -gy,a A9,+ 1L %at,. uhF -T L; YrC. ► Tey Ty 3,5 K 3,5 x /Icl I f%A=0 1 >w P= '�c� n I�- i.. = '11(.-I + i� -- 1►ZS -1 Z = 9r 101 F� I L _ '14 r Fa - IB a yl r _ ILr1�c;, I►- 014 �A4 �ceF-ws JOHN SHEARER Joe 78 40__ DESIGN - ENGINEER'NG SNEET NO Suite 1 30250 SW Parw.Aoy -'----—� of YdOsonville, Oregon 97070 CALCULATED BY__.__ _ DATE (503)682-1723 CHECKED BY_ SCALE ------ - -- ---��- - _ f�Ms'T siTA1fL w �= (2• si Ms a li(oILGT L EFF- zr,,�, ,549 IS2k- 1r WL.: � =iP�4VL-f ?'•S ` ►��' moi,-►_1 k F T f!>w•�..Fd�f� (EG1ut?� }b= ,�vUay � fib= 1,r� K��1 0Ti_ CVT ,t:- 4 ayi �V= O"iSy51 E-,W 70177a z,oirL A, 1 c+.5 S 1 47c. Z-Zx4 U71L I1F , G - ,qZ w vT PAXV r.,.�dwRr W cam. IC _ �'7'4�S'$ -4 Z. +#�3.g+ i(o`�, = 9 ZJ 14- t r=0 L E t FTO�PT R '.�ri'ZS'S: TG - .51/iKg/ ti Zry,s w e-t,-r re uv coir- e ,a a*r;z S z- sn� = 8 ►Go 1,4 + .Coto 4 7-.k �I,v-1 + �z19,2Ss1 ��= •dZl Kyi k ti tS,Z t �c. '� ,'9Z9 r �r) 4 x�. No,t �F_�• wl rCL' M (I,,S9 +),ot )K I, T 4Z¢ k.F Y F = f. j Z r•-r A•.. �9,zS�.r ��= tct r 'c. - .�9x 5� r,= ,zsxSl 4XLI ro, L tiF -L G- Ito"A 1 F L14 «F(e i ti FST ''y ri Z A 1r p= 3* 3,S 4 S U 7= I Z Z h Llr_ JOHN SHERRER ,OB�a3 - DESIGN- ENGINEERING SHEET NO ._� _ - OF Suite 1 30250 SW Parkway CALCULATED BY DATE-- Wilsonville,Oregon 97070 --- (503)682-1723 CHECKED BY— DATE SCALE. �sUI-rF-� 'A' 013* � ss `�i '15d\) (R,w rt'5T) LI 1" + I,oz + I i- 15 * 3 t .9 I t *3.4a r. Ifs,ti ►t. ICrn _ _ 4,831► L,'15*,451,1y !„rte 11 b'l 7 6F r- I G 5 17 YC ST 2_ .O A -v .L * �L - !S G� I.Co r-� N F,4 L 1411SLL L?-- Z,54 + I,zo + 7-45*.(4, 19,3`1 k. / 4 (44�5A 1,1��•._*__� is I /cz.,4 - 11� Z *Co,l 2 4 12 * 3,5 _ J S z 4.,1, 1"14 + I . > 'kI, IS t,O1Yy1 FIC.= ,sj0 #t18GU_ L .`�GIMhI a!_ + *(Ce I,;A 1, 11>_,k, ,-76(o .. 5,14 I.° ^',ej . 4 c. ,5 5�1 w'71 T 1'i, I k= z ,Q, e = 1,'1 y IQ r-le- kr14 itS I L in—,15 ✓` S�9 ,SS`i *-�l +I,S 1,4 Pa 1,r) 974 1,-4ft, -� • 23 �k .5�fj� V;-IF— �c X� ►�o I-'p -L.. .. .. JOHN SHERRER JOB - DESIGN -ENGINEERING SHEET NO.--_ _ OF _ Suite 1 30250 SW Parkway CALCULATED BY Wilsonville,Oregon 97070 (503)682-1723 CHECKED Py- SCALE_ I F @ L Wi►vq M#^ .S (z,54 ♦ I,Zo,� '3 .�¢.4$ + 1,'1D;)= II#UP W. I � 007rr- 4 x ca &)o I v-FL ..., ..» ..... wlOwL. l I�,��G`I ►�p2 I w "— "74'S WL- z,lvl ILL t` tv- Qj-t 4.Sq r-T C•�I"7� 4,zs W-c G►,5Lo ii-F7 J�y= I,"V71 '71 fb= I,9T I V-sl d-T� .o4-4-ice G.L 3 x 1� IL , ILo F - 44- FA-fv Po 5"r Ste= 6�,1 7 L F F F = Ce,oF-r A= �C5"-15s1 �'C -_- .3zz it k 30,"1 t-'� = .-53t-o rsl -Ifs II f � I7S JOHN SHERRER JOB. DESIGN-ENGINEERING SHEET NO.---__ Suite 1 302.50 SW Pa*vmy CALCULATED BV Wllsonvllle,Oregon 97070 — DATE-- _._ (503)682-1723 CHECKED er_ SCALE— I _ �eAgitINti <i'tUD EXTGKIOR n C°L0"'IP.4R. : L►PW I ,3�y *.� • 1Ci t•l7'Iti'*� ) +(L94 Vyj L WV le-t_ 2, 33 t�- nr m .01'34'1 At 1,�3 �Ic I,V7 .I y2 r T z Z Z w A T' Q„-1Ssl tc= ,Z94Psi k== 2�y,1 1='c= .�o3xSI 5 : �s, I c. ��,y .��,�� J= ,to�,� Fb= 1,z*r-y1 3x4 5A tic-L L I(,"o,c , c= .Co9 5 C I T FLM CP wi `/t S1uow r: t,Cnwiz►L A S,z951 • e- "SII x51 1c z9, 1 a= ,,Olnclb= i`ILl�til J = ,L3S Fb= 1 .7'?,I�yl Zx4 VF-L ►Lp"o, L- (aLt>v ))V�tc q �'P= 1,3'ii*� .0'}G 4 '045 i+ '+,O r3,tik �J LFNEL + o-t3� T 4, 1 1 i:- M z p Lr AFF = Ln•S(a F T A g.1S5I �'L= ,4-1K I k 31,3 SIC. .Ce7`t xsI 3x 4 Ice o G:. ."141 @ I`3T F �tL o GT:: Z, 4 K NN=O LE FF = Lo,SL.F r �= -s' =.-i¢Ie4, ks3S,4 Fle. �i4q vhI _zK 4G=,q9s r JOHN SHERRER DESIGN —ENGINEERING SHEET NO OF Suite 1 30250 SW Parkway Wilsonville,Oregon 97070 CALCULATED HV DATE 1 (503)682-1721 CHECKED By DATE— SCALE ATE_SCALE I A'rC GAt At'('i►S i I '0,11�-'rq L-C4V I hJ(I w,. .� *I,yi *i s,47 vs F (Z U I"1Lop,*(gZ + S,y �s�~y) 4- .n1 4'1 -A 3L .o1-,r8 -"L 'm F'� + .0,C474� car F, U aD. I s�{'r. ��iNt�L �n�4'DIN4 r�oc>F a >��>• = II,"1 * �ISv,33+KSD - 13,5* 1'9- 11,�7►Kg- ir�,113 — ►9* 4,1-t� ISO, I IL �4,Qa i4 (15,,3"3 4 I�7 u Ml_y = -7'7 * .g *(Scot 12 t 1S(o,'ssS*4\ •,�R_`( (sow I,16's 4 1-t + 3 4 * (v *:� t e�, ►� a,1-►�- _ �, o ic- a ue:,r 1-1'l, f v- w w � JOHN SIHERRER '°B DESIGN -ENGINEERING SHEET NO ---- - OF---- Suite 1 30250 SW Parkway CALCULATED DATE. -_.._ WHsonvllle,Oregon 97070 (503)682.1723 CHECKED BY _ DATE _ SCALE---------- z- 1 CALE 1 v,3 K- N-r, wnn.L- 4-7,7- *z "I 4,4 4 * I,33 IZ 4 3 4 *C� *�i-� 0 *, ®,`S x- 2Lor�- , of>K ZIP 1,0= 1 8 3 1z.- 2NT o SZDDFc- "A-" >, CI 1 ,c,, z 4- 2 S,-7 P-.007- = l!Co ,�5 ►� 1.vCT, = M- INT, w,4 .L4i =0a,4C>L, + 1-1 (Z IS ,,, + II,40 it = 9 t c. y-r 0r- = I 1401"1200 4 IS "k I I,Le-1 t rN-1 WA-L`17 g414ov t "1"1* (Zy'tS 7- 14 j19 60 14;1900 G, 4 �'I,"y'�K 4 E�•�o I'7,�J I�- O-1 AL Z 7 4,S' i'1 .Z ►� WAIL L CAzVLp__��iE ISS IG� 154- 4'L I,Lo 3 Ir rr 1 a,3 zS,S 4�nco,7 L►.Jo 1Q,n 1"► 3z'S.o l5-"r IQ,Z 8.S 11e3,L Fx = Y A (w,%inx ) ,.u/ Ftzn -r ',_05,y. 34. ; .Z4 '��wxhxl JOHN SHERRER -- DESIGN-ENGINEERING 8HEET NO OF Suite 1 30250 SW Farkway CALCULATED BY_ DATE Wilsonville,Oregon 97070 (503)682-1723 CHECKED BY._ DATE.___ _.--_ SCALE x L•x R^0F IZ°4 Z I. 1 I%,4 ztiv 1910 60011 49 ,-7 1ST I`i,z � � °9 x•8.9 M N F>z= 14I,1 * rt 4 = zl, I L3,2 1r- It,4 l F 3 = z L& ,ra X.- EFFECrTIv _t-"G'TI07 s/w . A = aso,-7,:� r--T ¢acf � 1, z ?. w-T 5/w , G - SO- S S - 44Ci FT -t,l3, 34 ,4 Pr-r 4 4 4/W , E i0 - '}sZ - Z, it 41, 5 >='T TYPiGA'L- `i 3,3 4' 11, 5 t 10 + ll ,-1S ID*G - S = <o !.I�F-T x-oo F q - 10K7- --z,cs-1 A B -- 3,c5— 1(0 l0 4,S r—T r_A,-T�:, = I(pt�— S - a, �kL- z.(,-1 * b - si,'S- Ifo = I)(p, I f C' 15-T = I(0 -1,(a+"7 X 2-- ;0 - ';,ri *3--4-- I to= 11 3,2 F T e >4oF - &- rs * 1Z --L410 - FT -z.Nv -- ►to a- ,k I ,, -Lo — Z is (a r- P'r @ IST 5 -Co = `lq PT r �. .y . JOHN SHERRER -- DESIGN - ENGINEERING BHEE1 NO OF _ Suite 1 30250 SW Parkway CALCULATED BY DATE_—_—_._._— Wllsonville,Oregon 97070 (5W)682-1723 CHECKED BY_ _— DATE L,4 -r¢o1-t-,S yr•4'h E LZA9 I N 41 l W 1 N V ce7U'T rr6 L,, -r0jj#,A M MLY s•/w �+. s/w >'S g/w f/w T•'� s/v�: E -3/w V l y' DIN'1�1a 1� Y- lr c V V Y Lr,F Lf U` w LrrLr- l1 ► QGot= o v 4,&4- loo ee,4"1 I lib 4,02 91 .115 3L Z 4 -74- 149 74149 vF.rr--r. 4,61 19 Z 10,9 Z4S IS,'L 4-+ ZTS 1 . 64* -) 4- 14'1 7 ¢14'1 _ 140_2i-,& , --- Iraq col 1?ar7 LNV VevT, .-76'1 ��8 1,3I -4O1 t�v,�s 31 I v ,o tF I"1 14t4 $47 L, 6'5 113 135 Hgrr-k ,�,-I 3I V7 1 SS 3,94 '19 S,a1 0 ��g+ '19 .9 6o-1 3 ! I? 1 �� 8 yr-.rrT, 1,55 -�+7 9,-73 400 zz,o 4014 30,'1 [090 14I, I 4U0 3,'1'1 I I 1,Co to -34 1,,J�Z '7(o 1,>?,Z S :D 5,a'L -7 Ce L ON��'�'J V��,�}(- L_OA'p I rJl1 �� 1��►r1 I�. s`ONT 1�(. y� 5V M Nt A'R-�/ �rlW r1 S�HJ N 'o,/w + i7iA 11RAe4 V�� J LG V c �t�f `\� k - lfPlF SCF YG-itiT, 5,3gj 8'1 IOrtO ID 1 Srl1 uV µore,t `%38 4T 4S 5,11 Hcy rt _ !��1 11� 3 le,'l l0 5 G 4 L a z r v,re-r-, ,, z I 30,4 t.[m L 4,9 1 12.Mq2 9ti C5 'J�4 5-r P 1 rt 4,90 39 L4,fa 41 4,10 1 za I MINNOW JOHN SHERRER DESIGN--ENGINEERING SHEET NO OF Suite 1 30250 SW Parkway VvIlson-ville,Oregon 97070 CALCULATED BY-- ___- (503)682-1723 CHECKED BY_ - SCALE .......... ........... X==1 pr W AiL.I AACI Li lj F' LP *,v,, '4,Z 4- am, V.A Ap I- E4107T 17- 7.S rz-rr-4 Kj rl 1-T 10, 1!01?oL 15OL—H I-eikjtj , v.0Sjp(.o I Z-IL 17- No rt-T'µ or.-U. 4,5 = 1.1 � 15 i P,l C-1 I j ij v L c e-.V S�W e Alt Aj L o.eAm t> nj Ole e-&w AJ c"Z Z 4 L y_-p, -A-1 l Co; "Alel L- (,D -7 c"i rr le-T 01&0-1 C, eff)IL- T I-A I Pi *Al-PT, ee* lll c- 4 A-41,o v T--� LV-lrp/K) • F If�, A tc."0 7'� 6-wf-e-Ae- L",,j vr -A-- + 1'31) a e3g 14,1 a:7 W erT Z 09 4L Z S 2 -7 to 17 + z, S = 120,4- iL r--T JOHN SAERRER jog.--. leo)to DESIGN -- ENGINEERING SHEET NO OF Suite 1 30250 SW Parkway Wilsonville,Oregon 97070 CALCULATED BV, DATE __ (503)682-1723 CHECKED SCALE + 01.7+1,'-51 + W. ........... ...........i. A + + Jco i�31 - 7t K. f-7 SW Ld I cm, F+�G4 0 VT-V--T Ur--F a 1 -T= 34- + 21-?L'O* Z",t3 + 7-1=741-1 4- 7-4Z k 5= 7.03,7.1= T, + + 7- + Z S 6-7 :9 219 it FT nM— GHrcGy- NIel + Z> + o4 /7 17-T 4- k IF A 4:5Vrr-C-T L'V.A.1 f ti el -T; A_j[, CIL- IF,'-( I �12WAIL C0 4 6, + + + -4f +(-c A4 D I 0a. At 15 *(•3,1,5 + Lr l +x( I14-+ I ! ) 4 -t, + 14,5 + .404 t + '013.4 V94 iL 19-r awl w I j JOHN SHERRER JOB DESIGN -FNGINEFRING SHEET NO __ OF Suite 9 30250 SW Parkway --- Wilsonville, Oregon 97070 CALCULATED BY_� DATE___ (503)682-1723 CHECKED BY--__ DATE—._ SCALE-- ---- - �"•�_.�� Z N n : 'y/rg''u b x— 1pw v, erft S 19 IE y� IS 4 L Mtn= 4,e, * zs, +- lo,zc.'v I-1 + 5,10 *$,S = -Z-1 Z'3 r-t�r Olt.- IrA,wr= . 37I- X444.( 1 S7 `111-T= 4,(mC) + cy,,5 ,K 4 =-459,31�F G✓�4 K- �L i't71 N Gr O''N>GT 4 9 4 -,4*��c-r 3* 4 +- V---)o r 914 4'e , wR . rt.A , y I v r! J Ajll- IL'P 1vM L� 4"i IJTf< 3 I NGI io"a e- H l F{IE-G R Q V lF-V i V rr-n., t r_ Com, wAtL. '• 1✓1oT 4'1 15 Y 5 I 9,4,Z K FT @ ,44 V---c .o(A�C-7 +.0(.SS1 *4- + ,C4S* 4 013 2k,* * rs,% +4417- + . 14G j * 4- 4�(. 14 +- .o1C4- + . 114 :k 4 + ,o-1�,*�> * '1 4- sl , s1 , 4 i V-T z / at L L ISA , r►+u D I-T Y F GN-1E�k Serb Ni-1 VINR-7T .447-- ,4 * ( + .o-► I S,� ',s ►�t + v JOHN SHERRER ion DESIGN—ENGINEERING SHEET NO OF Suite 1 30250 SW Parkway Wilsonville,Oregon 97070 CALCI IATED ev_ DATi__ �_ (503)682-1723 CHECKED BY -- DATE t►�►t7 �'/D GT7X .1''ccTL� [.•+ti A7 Mo-r (4-A7•1 z5,S -, f3."1'3 * 17 .7,4a P,,S * +4,9 zZ7,9r.FT "To40ri +,O(.,5) *4-4,0474-4 +-,o-1'iJ4S i `7S _ + (lost +, 14c.' it-4 P. zt;,,;' 14 +,a4g)i&4 +- 114 *.4 + ,o-73 *a� �q +- ,p'i3* "C�1► 19,s 'kl�,�t� i► 1,1 Iv -I-- .0-13* 7 s,s'z + 6013z+, 073 a4 * ►o = ZS3,•1 1-FT µtG e k- s L I-vrPJ4 zyr� U-�5 zc S 75•S � 2 -- � - 1 ZS.� MoT C- (64-7,t 34 4 8,1.15 t 7-,,5 }•7,,�,-k1-7 + ,,-7,Kp, 34o1 1 FT Mir-= L=i"i,-1 + 1.15-7 +k z s"5 + , 1"3 I A I i i�Ak 11,15 + I.44-�K 10 _ z 1 S_S •(p9v ,d �Ic � .o'13 ,r�Y * zSrc, 1 �j*7- + Veo ti 7s, T 2 C; 44F. --,q. rnQ[� G 3p��p , C i � a� r a■1 � � JOHN SHERRER DESIGN- ENGINEERING SHEET NO _� —_ —_— OF Suite 1 30250 SW Parkway WilsonAlle,Oregon 97070 CALCULATED SV, DATE (503)682-1723 CHECKED BVDATE— SCALE troop /z"q`(j� �14Tc1, 1uWV, .'►L17 ►-+ML L -7�(D,� , W..0,�y001+7F t.-W71 M t.- 1? -1'' o v r re-'TL) I N ti C, 47K e [/'Z e,"r, 4µ74.i1 1LK'P, A-1 L C-: 4D G , C+S�w N c R PF ; g�8, �t`f�, w,T'rO�v7E "�117r�� VLW-7j IjA'lL_ C -7 11c, , .•� Ipiti� !� at�,/z'TL�Gr.,1r.�c_, O1L lU`( i^',��, Ii°s"T ci (,�i/yf-��f �•R-� � 1217`. 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(._ Suite 1 30250 SW PMkwaV Wlwn, 49,/�W W 97070 CALCULATED EY CATE_ OW)682-1723 CHECKED•v � ---�. DATE LjSCALE �.GON►I�G'TO1Z /4J171G. Tt Y . wl.4_ Wb, w 1.1 N OG. !+OR1 . .. . F .ZCXI y.•8'�'1�• 1 4-1 Z i I •L'�i vyt vfL ��is ` •�i4--�t ,aau�,lt u�y, `�G1��9 r w�TNv�. �raY:= .•I08 i•33 A-3,0 -9 .4;Z 41Zw ' �iNC-I�,'it .GIS• � , t.41. �.�. .K.I.33� :a05w >,3c�. •'Y. Gnr,��, ^� �nrS-t/r • Z- opt r.,�+',- 7►►. �, >•Ir ,o S r. .t I,7y3= •(I�w a Z Te .Z Zb u- � 4 _ .r EE! t! JOHN SHERRER DESIGN—ENGINEERING *MEET NO OF SUlte 1 30250 SW Pa*Ww y CALCULATED EY DATE W lwrMlle,Oregon 07070 -- (503)682-1723 CHECKED By DATE +�-- SCALE I., RGDTI+JG� e�1NG� PRI�'��iStB FO1�►•�U 1-r4, (WVI%41'PUAi-' S7L M 1N, pl�� 7K Gj s G, MIN •DL_ G MIN �• • g G ti+Aryl - I.O Axa Pc..E : • e-TVA4.- n z . rs2 skd.oc zcavv ry rpL. = • ��D r7L� (Z .SZ- S) a'M. •S 4- .S 4c Z COO � r � JOHN SHERRER Joe_ ---- __ DESIGN- ENGINEERING WE It NO __. 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Suite 1 30250 SW Parkway CALCULATED SV DATE--- - _ _ Wilsonville,Oregon 97070 ——— (503)682-1723 CHECKED DV DATE�_� _ SCALE I I I Z _in 3.4 , 19-7 FT MKF r I � r '7 * , Lace itL7 YJ t_d 4 ►�";�T= , 19'1 K (�r! C -r 4,,m 'DGS w v� �� T r 'T✓1 e M o-> Z >r 3 dt M2: �,qg+,Azo 14 + .I15 * �-=z +� 47, + ? 'jC17_ Z Z T T t Pr2ox e rew7 f;� 4 p Z7� - .R3 I� �F , � I ►stir- ��TL. IZf.► , D K-- 190 TTLG,11i5GT 1"L�I n.,Iti , �Zs .�r�e"PM rr *.4,,G "t� t A"yo,ja -Tr-p r'11� ESOT _;G ORCSON i EXHIBIT "D" TABLE 4 FIXTURE UNIT RATINGS FIXTURE FIXTURE UNIT VALUE Baptistry/Font 4 Bath Jacuzzi/Whirlpool 4 Tub/Shower Combination 4 Cuspidor/Water Aspirator I Dishwasher Commercial 4 Domestic 2 Drinking Fountain 1 Floor Drain 2-inch 2 3-finch 5 4-inch 6 Garbage Disposal Domestic 3/4 horsepower 16 Commercial 3/4-5 horsepower 32 Industrial more than 5 48 Oil Separator ( Gas Stations) 6 Shower Gang 1 per head Stall 2 Sink Bar 2 Bradley 5 Commercial 3 Service 3 Washer, Clothes 6 Water Extractor 5 Water Closet , Toilet 6 Urinal 6 Any fixture unit rating not addressed in this table shall be calculated pursuant to the current State Plumbing Code. 6 P' Civil ety&ineer '3Ti(-)nelickitot. Port lanN UV? Q7212 DALE B. H ALLEQ, P.E.