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8250 SW HUNZIKER ROAD-5 q� .. a ., .., ♦ , ,. .,, ..... , ', • '.•p - . S: i.P , ,E"�" � r Y � . ,/.- . '. .' "•T a. .,.. .�' ..-:. ,. Y a' F.P� x . , P s lky,,MR .F.AJ. * , ..n.:. . a r. i - -,. ..'. .. � h.. .. • 'R1 .. , i , '^hd�. l' w' r olm y.',y'?', �.l�f. .R r9�.: '} R i♦ l w y11'. 'r,-.,, A �• � � �' 1 ,..�,rw•r tt VV'hf , -� .. S�A ,. TM�^�f.•.°' k I , REVISIONS Yi N W � �.\Aja�`'1 a� , x t\`, -�r ;,�'� : ' .;� �..�•r� cc �� • moi. Y r �V w 0 N LLI Zz cc � I 0 0 � D G c;t_� W o ' z I Ca•�•� ME.•T>Et� co on I I ---w- y-_ I P(-oui oda►, I +� �2oi) 3 t 1 � _ tay tY d�rfk ' FGD Ir OFFICE T F_� t p�a.o.ou ?idKv r�w� �a, �� 1T.oc�C Wr•'�1A4 '� T � I ; .� 14.E l._�1 /�N � � , � Pci� � •°r.. 1 by F,C. rt•sd- lZ�b--�' r g�,'; 1 op WAREHOUSE WAREHOUSE �I �- xoo f _ _ ��o r_ a 01113 N OTE 14u flT�c� tro �r F I 2 K.w oa�r z 2 O I O w . O Z o w w H I } w � I 0,up EQUIPMENT SCKEDULE v cc 7'RANE T-U()O GC) f5 q:3(0 A. 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S DOCUMENT IS LESS Ilf I III I I III I I I ISI I I 111111101 I I III� IIIIIII III ' ill III I I1 IF THIS I I I , I i I I I I I I 1 i� OCTOBER �� 199\3 LEGIBLE THAN THIS NOTATION, �- __- --_.-- _-- 1_ 6 _ ��-- �___--,--g�____-.----_--✓�- L-- 1 .� — IT 1S CUE TO THE QUALITY CIV THE THE ORIGINAL DOCUMENT. r - T--- -- - --- --- -- -- — - - -�- - - --- T � T� _- � linill LIZ 9 i, �Z 1�T. ::Z ZZ i Z O b' 8 i f�i G i 991 4 i I t1l T Z l :T i BE; 1. 8 I i4 t' E Z T a1-11 !II 111 IIII�!III�IIIIIIIII I►1111111 ►IIIIIIII II�IIIIII�I�I� illl�llli11111�11i1�11�111Illlllllll111111llll 111111�1111�1111 ��1�� IIII�III��I�II��II�� I II I!�III��III�� I�� II��IIIIIIiIlllill� IIII Illlillllll�llll �:� !1 Ill�hli�� a 8250 HUNZIKER STREET CENTRIX CONSTRUCTION MUM"IW C'TYOF T'GIRD ClIly - IMID CERTIFICATE OF COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY 13126 SW HWI Blvd.P.O.BOX 23397,TOW,0r090n 97223(603)4304175 PERMI'T #. . . . . . . I BUP9' DOI I-- I G cl,UF-.ti 5I TE ADDRES'S. . . r ffi?,50 SW IIUNZIKEN ST* PARCEL; Pfj1018(_ W`:600 SUBD I V 18 1(IN. . . . r PARTITION PLAT 19904 1 ZONING0 I -A- BLOCK- - * . . . . . . . r LOT'. . . . .. . . . . . . . . : t CLASS OF WORK. :NEW TYPE OF USE'. - - 1(`01`1 OCCUPANCY GRP- 1B 0(.'('LIPAWCY t.OAD146 I FNAWI NAME. . . rC.VNTRI,- K 0(4- ICE & WARMOLI'miF Remarks : Canstrilct v)ew 70.100 sqft b1dy W/fill 011 01-W 1-:011st- w"It wail. G<�nciitiuna! Appl- oval. 5print0er plans to he v`Ltbmitt:Vd- Ownark tr*11VIE'8 SEW.-JiscIN ,)404 SW HEATER ROAD bHE.RWO0D 014 97140 r-41f3illy #v 6840441 Controot ort - CENT RFX CONST RU11-11 -01N IeWo Sw Pnc!'Fic 1416HWAY fIlii MD OR 97223 #r 684 -0443 Oct- kipancy of the above referenced building j15 1.1pt-el)y given, avid certil' .1 , the comp I liance with tile G3tate of Oregan Spec tmlto COtte% for the (Irolip, occ-.-Ltph%nr.-y,_anf Lite uncler. W1.1.1ch the referpnepti hermit wale istAl-ted AO PUG,J* IN 4i I�NSP CT ON NQTICE CitF of T19z" Buildinq Oepartaent 13125 HW gall HI.vr1. Tiga:.,'., Oresqun 97223 Inopection Line (Rec-O-phone s 639-.4175 Business Phone: 639-4171 Inep^ctions Footing plbg. Underelab ` Mbnh. Rough-in Appr/Sdwlk Pound. Flbg. Top out Gas Line ( FINAL s Poet/Beam Strutt. San. Sewer Framing Poet/Beam Mach. Rain Drain Insulation _P1umb_ Plbq. Underfloor Water Lina ,-� EYP• ad. �/-Neth. Date Requested: '- G �� _ - Time: � r� Address: CJ 5 l 1/ /`/U fz� Permit -- _ ��- Builders THE POLLOWINO ODRRRCTIONS ARE REQUIRED: - - ------------- Inspector LC -2 _�- - — Uates 'PPROVRD _ DISAPPROVED `-- APPROVED SURJRC`T TO ABOVE Call For Reinep. CITY OF TIGARD OREGON November 20, 1992 Centrex Construction 8':50 SW Hunziker Rd TLgard, OR 97223 rear Sir(s) , On May 15, 1991, a 30 day temporary certificate of occupancy Was granted for your. above building. A permanent occupancy permit not be issued do tot•madeas incomplete oted on the fines ublic sanitary inspection. The sewer and corrections to he The public sewer system was to completed and an inspection of the connection to this system was to be obtained within this 30 days period. As of this ,date there is no record of this inspection tak4-ng place. Please check your records, and provide a copy of this record, or make arrangements to have this inspection completed. ion of corrections as ted on the finAdditionally,spection willpbetnecessary.©Thank you for yourocooperation fin p in this matter. i Sincgrgly ✓�— Brad Roast Building official 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - - l city at Tigard Bs"uMY Itltrart.l.�t 1312, w tall Blvd. wd. or"no qM3 I n.paet don 1tr (Baa-O- (t fi)r-4175 B,eJ llrss Chart 09-4171 Inspect ►ootloq ►;bq. 0n6orslab Meeh, Btwlglt-in 11ppr/bdrlk v rwnd. Plbq. T out Gas Lir.. PSBRLI Post/Bees ttruet ■an. Bwwr— Vra.inq -Bldg. Post/seas Meth. Itain 9raln Insulation -Plumb. Plbq. Underfloor Yater LLns Gyp. SC -ftoch• Date Ilpuestedd, 7 - Z 3 /' Z Tlsat IUI PM T"s Pou aae?110 OORRBCT I 011e RR! PlQU I RILD t r" CITYOF TIVARI? My U0 COMMUNITY DEVELOPMENT DEPARTMENT 10A 13126 SW HWI Blvd. P.O.Ba 23397,TIpM,Or"m 97ZI3(SWI 6394176 i P PLUMBING PERMIT i..RMI'1_ #r. . . . . . . ,. P L M9 007.3 (,39-41'71 DATE ISS(JFD: 05/17/91 —, 'I TE i4DDRESS. . . 8250 S14 HUNZIKER Si. PARCEL: C__1G1018C__0Z:1yf047j SUBDIVISION.'. . . : ZONING: I—L. BLOCK. . . . . . . . . . . LOT. . . . . .. . . . . . . . . CLASS OF WORK. . :NEW 03ARI DISPOSALS. MOBILE HOME SPACErS. TYPE OF USE. _ iLUM WASHIN'o MALH. . . . . . . BACKFLOW PREVNTRS. 2 Y G' Ba r-'LDOR DRAINS. . . . . . . . TRAP,s. . . . . . . . . . . . . . .I b I URI I.--S. . . . . . . . * 1 WATER HEATERS- -. I CATCH BASINS. . . . . . . : LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . . URINALS. . . . . . . . . . . . .. GREASE TRAPS. . . . . . . : LAVATDr(IES. — . . 07HER FIXTURES. . . . . TUB/SHOWERS. . . . : SEWER LINE (ft) , . . . 1 WAI EP U OSE TS. Wi-ITER LINE (ft) . . . . DISHWASHERS. . . . : RAIN DRAIN ( ft ). . . . Rema4is - SPRINKLER FEE. JOME(i SE�'ERSON t v r3e a r,o un t by date 1-e�_-Pt �_19404 SW HF-.:ATE R ROAD PRMT t 25. 00 JLH 05/17/91 5PCT b 1. JR5 11—H 0~/17/91 `;HERWOOD OR 97140 Fl;ione #, 684-0443 PLUMBING flIC, F ;? BOX 286 I�SION UR 9'1114 1:,[-.one #.- 26. ('15 rOTAL Reig 0. . -. 65461 REOUIRED INSPECTIONS ------ Ths porvit is issued subject to the regulations contained it the Top—out Insp Tigard Municipal Code, Stl.te of Ore. Specialty Cotl2s and all other Final Inspect ion applicable laws. Ail mor? will be done i.11 accordance with aoproved 'clans. This pervit will @Npire V mark is not started within 1H days of issuance, or if work is suipended for tore Char, 180 dam 1-i er-m it t PeSionat ljve - Issued by Call fov^ inspection 639-4175 `vF .0 CITY OF' TIGARD RECEIPT OF PAYMENT RECEIP'r NO. cc)1 3364 CHE'CK AMOUNT o 26. 25 HOME a CENTREX CONSTRUCTION CASH AMOUNT 0. 00 ODDRESS'! e PAYMENT DATE e 05/17/91 SUBD I V'f G f ON oURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID , RW" 25. olb ST. BUILD PER t. 25 ;- LUMBI-NO �E -1 'n-PRINKI-r-R SYSTEMS 8250 SW HON71KER 10TAl- AMOUNT PAID -- -- itzi �NSPfCTION NOTICS �/` i City of Tigard Buil.diW de►:artNwmt 131.25 all Ball Blvd. Tigard, Oreg"n 97123 Inspection Line (Rec-O-Phone): 639-4175 Businjse Phone: 639-4171 Footing Plbg. Undere.lab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Cas Line �' FSltaLl Yost/Beam Struct.. San. Sewer Framing Insulation -Plumb. Rain Drain Poet/Beam Mech. VV Plbg. Underfloor Water Line Gyp. Bd. -Hoch, TimeiAN PM Date Requesteds ---" "-- -- Address: �'.'Armit si Builders Tl1L FOLLOWING16ORRECTIONS ARE REQUIRED' j ,r—��/j� -- ---- -- --- r// Inspectoj -- i'.__^__,�.—_--- Date: ! ~,. APPROVED DISAPPROVRD APPROVED SUBJECT TO ABOVE Call For Reinap. �pSIN qt TUALATIN VALLEY FIRE & RESCUE AND BFAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2459 POSTED AFa Res OCCUPANT CONTRACTOR—— �—! —_----BLDG. FERPIIT 1i PROJECT NAME —_— —,--,. PLAN REVIEW 0 LOCATION J!TRISDICTION: 1= Be "= Du. 3= K. 4=�T�. 5= Tu. 6= Sh. 7= Wi, S= CC 9= WC 0= MC COVER FINAL SPECIAI. FOLLOW-NP/f.EINSPECTION ATTEMPTED -f1-NAL--,1-- El TTEMPTED -NAL----,1Ll Framing El Separation Wells Sprinkler. System Shaft L- Fire Damrers (overhead/Underground) I 1 U Conference IJ Alarm System �J Hood* L Sy tEms Spray Booth Ceiling Cover Other �• _ .ter�� , ' �y_._� ` --- L�.:�-__ �r l�f�� - lip ad S �.�. � !'� i 3 •� �u i !-t . s � �1!�11 iH.•� �/ I� Inspector: 1 1_.�..( '► " TIGARD BUT'.DING DEPARTMENT Request for FIND-L appral'al on project. DATS1 �r 6—-/ There has been a regsaat to give a final approval and occupancy permit for the following project. __, 2 ' • f ,r_�t�;� - - Please check your respective file and verify if ttlere is any outstanding items that will prohibit approval of the request. uest in denied, please inform the applicant (or appropr._ate party) what needs to be done u approval. Planning/Engineering Request: Approved By: Q1. `"�'T— a • { �..� r% commentasof � ' PLEAS-9- RETURN TO_'THE BUILDING DEPART►SENT ONLY WHEN APPROVED Requeeted By: — jr/tbuild-d.BR � yynnAA �- APPLICATION STREET IMPROVEMENT/EXCAVATIONb ; i copy To: t, (WHITE)-FILE OR DiN,`NCE NO 74-14 1 (YELLOW)•INSP. (PINK)-OTHER AGENCY bldg (INSTRUCTIONS ON SEPARATE SHEET) _ (BLUE)-APPLICANT APPROVED Ili APPLICATION NO.! 463 NOT APPROVED ❑ CITY Y O T IGARD, OREGON FEL AMT.: f $ 36.00 ZIZ717 PENDING FEE. PMT. ❑ CITY y� II:�LI� RECEIPT O•' ---�--- / PENDING SECURITY El PUBLIC WORKS DEPARTMENT er_ LiATE__ - � 3 - -- PENDING AGENCY "OK" (_ \ppIIL.IUon .Ind ProQTess Record MAINTENANCE BOND.* -- POR STREET IMPROVEMENT/EXCAVATION AS ReQ❑IPV o A PENDING INFORMAI ION J ANNUAL. EXPIRATI N DATE: PENDING VARIANCE [7 PERMIT NO 41.8-`1 DATE ISSUED' BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL(_ __�.oncret�: i)rav"Wa,y Concrete Sidewalk AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIF-EMENTS. Jamea S@V@L"3Crll SW Heater Road Sherwood, 01 - - -_-625-7731 APPLICANT ._ --" -- -- ADDRESS �r7 CI rY P,H0"Fi NAME Tigard� OR 6QY••1�443 CONTR/ICTOR _ _Ctntrex Const 14220 SW Pacific Hwy. 9 _ V[� --- ;NONE 'NAME- AD--DR—ESS- CIT'/ . Acchitecta Barrenrine eS AatLee 200.N. State Street PLANS Btake Osweyc►, O[t 635-4425 Y - - NAM[ -'- ADDRE S CIT - PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 9W- DOLLARSFOR ��----_ RR O �yM 0 04 XFf 1c .00 = f _ . -- (2) EXCAVATION DATA: _ _ _ DESCRI.'TION PROGRESS & INSPECTION STATUS STREET -- —" NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATF REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY -- STREET P'N E D ---- -- INSPEC- HurizikeL' 7ttac ) - R TION — —. E O U - E ESTIMATED STREET OPENING DATE _�- ----L---- — S --- ------ - ---- T ESTIMATED STREET CLOSING DATE E. C STREET (3) SECURITY NO. -_ SECURITY AMT.. $ —�`� CLOSED - FINAL SURETY CO.. __ -- - INSPEC. _ - -- CHEC L CASH_❑ 80140 -- (4) PLOT PLANINDICATE ,IT:. PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. F', , j Ali work shall conform to City Standards & SpeCi f icat i" and t'.. I I I I I tRe -R—tached pan. Notify City Inspector Carl -4 _4 vieweg (1639-4171) 24 hours „a� - ' - -- - - - - - - _ - - _ •' _ - prior to starting work. Hunz i ken St. -- -- - ^- _ Excavator must comply with OR.S 757.541-.571. ane -' - - - - - - - • Traffic control to be provided TWork area �_�.....�' i I for by the contractrx — ( I (8250 SW Hur►zikec) I I I 15.)COndi.tiom Of SDR 90-?024 — r apply . ere o. (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO 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 PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENI TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANn EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS AC'TICNS APPLICANTS SIGNATURE �1- L _ _ DA TS M L LL 0 04 ----- GI,1Pr.. o Y-G'_ � GI �� _✓�CII. 'fid j/ r � Z� � � � � � W �rc. 3 Com' ,. � Fi I.J A'� u 0, FP,r G G,'(ANpQ(z� 0 In < a a S m i u4 cula, F ' >fE7- I H Z 4 I Z O I,j A Lo z �o A �/zl Exly'ftNC� CLW,n'fioN. C✓t?-IFY) tUAU1fINVALLEY FIRE MARSH. OFFIG L2A . � AppROVED . . . . . . . . . . . .•V[ IJEW CONOITIONALLYAPPAO G f1�I r1b AFI'RbVA 0 PLANA 1O N�''T Ai'1 AFpFJOVAt.v� xP/IN�IoN �olrl'j Irl %aN - f�� -- A RO1,:'n bvta FA G�•r+. ITYY.�RD� s Ch -0 LET? �-. PL e PL NE!�;ntd�NtR KIMUMME IN9�ECTION NO�G�' City of Tigard Building Department 131225 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639-4171 Inspect inn:—_�—_—� --- Footing Plbg. Underalab Mach. Rough-in ppr/Odwlk Found. Plbg. Top Out Gas Line ALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plba_. Unierfloor water Line Gyp. Bd. -Mach. ,( Uate Racp:ested: _ �/ I ime t AM /\PM 1 Add reas: it #,_ Builder: � ✓ THnS FOLLOWING CORRECTIONS ARE REQUIRED: 1�p l r b�_ _T �tElf— L) _ i4 i� Inspect:.r: Lo" u Date: APPROVRD DISAPPROVED APPROVEb SUAJECT TO ABOVE Call For Reinep. ly zNsrR.�T� � City of Tigard Building Department 13125 SW Ball Blvd. Tigard, ore7on 97223 Inspection Line (Rec-O--Phone): 639-4175 Business Phone: 639-4171 Inspection:—_� Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. p1tg. Top Out Gas Line FINALt R-)pt/neam Struct. San. Sewer Framino -Bldg. Post/Beam Mech. Ral.n Drain Insulation -Plumb. Plbg. Underfloor. water Line Gyp. Bd. -Hach. Date Requested! `I' s_C ' �% ___Timet AM Addreae:_�� S C-7 �S' v � �y '�;f hpermit Hullder: THE FOLIOWING CORRECTIONS ARM, REQUIRED: I AprpnVED DISAPPROVED APPROVED SUBJECT TO ABOVE call For Reinep. i TIN VALLEY FIRE & RESCUE C0 A ��N y Il1ALA // �/jl r,, AND V .P � n �'` BEAVERTON FIRE DEPARTMENT �' I _ _ --- :' FIRE MARSHALS OFFICE: (503) 526-2469 POSTED: OCCUPANT �� ^!r 1?t y' T Y �C K l�1 r�C' NU u5 , BLDG. PERMIT It l ,:ONTRACTOR PROJECT NAME PLAN REVIEW Ii -" LOCATION ,JURISDICTION: 1= Be. 2= Du, 3= I:.C�` =X?T 5= Tu. 6= Sh. 7= Wi. 9= CC 9= WC, 0= MC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑❑ Framing Separation Walls Sprinkler System ❑ El Shaft Fire Dampers (Ove4ha Underground) �J ❑ Alarm System ❑ Hood EXtllg Systems ❑ Conference fY' Spray Bootle ❑ Ceiling Cover ❑ Other ►--1 ... '' I►�U�� ICI�/\J / v v k' ; , c 1 F ( ►v ,tl 1-4, 4 LII', Ir ("'� `'I �e-� 11-x"�! ►��'--�� ---- r't�1 !9,� w r2��c�E'i '� _ `C8 � 1fe lei JAdmiT lwt�',, j 0, A )5 � 1 611 „J k le.,i k J5 ,�. Ajge Date: 41 6 Inspector: V WE WX W INSPECTION IfOPICE City of Sigare Building Department 97223 13125 611 H"ll Blvd- '1'1 �� Tnepsction Line (Rec-O-Pnone): 639•-4115 Bueineee Phone: 639-41.71 \}iech. Rough rooting -in Appr/Sdwlk Plbg. Undarelab _- Plbg. Top Out Gas Line FINALS Pound. �` - _ - Framing -Bldg. Poet/Beam 9truct.. San. Sewer poat/Beam Meeh. Rain Drain Insulstinn -Plumb. plbg, Underfloor water Line Gyp Bd. -Meeh. - Ll L� �T{ _ .—�TimP. Date Regussteds-7 L6 Permit #1 Address 2. Rui]dor, i THE POLIAMING CORRECTIONS ARE RIRQt17RRD: ---moi /V CAF t05 T U/ D at at I;,Apector:, APPROVED DISAPPROVED J__ SPPROVED SUBJECT TO ABOVE Cell For Rainep. APPLICATION STREET !MPROVEMENT/EXCAVATION '4y 1� COPY TO ORDINANCE NO. 74-14 (WHITE)-FILE US (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHE J /�� (PINK)-OTHER AGENCY'-b1d(.) \ (BLUE)-APPLICANT APPROVED `\�_-- fAPPLICATION NO. _ 4LO NOT APPROVED [] CI fY OF 7IGARD, OREGON FEC AMT.. S PENDING FEE, PMT, U CITY HAL.I' CEIPTMpPENDING SECURITY O PUBLlC1b'ORKSDf.PARTMENT DATE /19 /gPENDING �'GENCY "OK" [J Application and 1'rogress Accord PENDING INFORMATION D FOR STREET IMPROVEMFNT/EXCAVATION MAINTENANCE QU UONDx#�___- _ ANNUAL PENDING VARIANCE L7 EXPIRATION DATE: —S2Q�3 PERMIT NO,: DATE ISSUED: i _ , BY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ - ANITAf Y SEW' R-akAINLIN APPURTANCF«5 - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __-Cw=ax Construction, Inc. 12900 SW Pacific Hwv. Ste "Card, OR 9722.3 6R4-4443 CITY PHONE! CONTRACTOR _ (SAME) _ N♦ME' ADbR 9 CITU PLANS BY Chase, Jones & Assoc., Inc. 1500 SW 12th ,Ave. Portland, Oil 97201 228-98" NAME ADDRESS -' CITE____.- � M�----- EST (MATED IMPROVEMENT TOTAL VALUATION ( COST): $ 11,315.00 _LA _--_- DOLRS (2) EXCAVATION DATA FOR OFFICE USE: -` -" MIN OT4 X s 11,315.00 STREET DESCRIPTION __ PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY ITEM DATE REMARKS/TYPE BY STREET Hunziker S ECD - — — — (see attache( p11) IN5 R TION IE Q ESTIMATED STREET OPENING DATE: E;TIMATED STREET CLOSING DATE: _ / �_ E -• _— '�'.-`145--�15-' s_ PF TREET �— (3) SECURITY NO.,,—�-- SEC RITYAMT,: E 11,315.00 LOSED SURETY CO.: _ 1t�t _— �+ INAL — v _— _ Crr+rlrlFo r+rest CASH ❑ 9.140V NSPEC (4) PLOT PLANINDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS ; CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. I. Ali work shall confl.)CM to City N - Standards & Sped f icationa and to - I �.► � I I the attached EJlan„ 1 � I ' 1 2. Notify City Inspector Carl UPS - - - --� �: _ _� - Vieweg (#639-4171) hra. priori to starting work. � X XgXgX X — — 3. Conditions of SDR 90-OC24 apply X X WORK AREA I I 1 I I SITE;: 6250 S.W. W�l rl St.I I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSIONTOAPPLICANTS TO 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 PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS r APPLICANTS SIGNATURE. '� ��''L'111.C/I ` � ,at-lir L DATE— RM P 9 CT I 9KAPTI-C& �•, city of Tigard Building Dspartaent 13125 SW Hall Blvd. Tigard, Orc.,gon 97223 Inspection Line (Fer..-o-Phons)< 639-4175 Business Phone: 539-4171 Inspection: --- Footing Plbq. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Cas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain D-ain insulation -Plumb. Plbg. Underflooe Wator LineC Gyp. Bd. -Mach. �.—r..� Date Requested:_ / TimesAM ^ ff Addresn:-- ` � � � 46nmlt 1 c1,�C,.�•~�� _ I Builder:�� THE rol.LowING CORREI.'PIM'S ARK RRQUIRED- i Insper_tor:� --_ �� / rete: APPROVED DISAPPROVED APPRMMD SUBJECT TO ABOVE _Call For Reinsp. Y pTIN Vq c. . TUALATIN VALLEYAND FIRE & RESCUE BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 rSTED: OCCUPANT CONTRACTOR t'yt� • --�-- t�" PROJECT NAME ---BLDG. PERMIT S LOCATION c�1 Q PLAN REVIEW It SU../ JURISDICTION; 1= Be. 2= Du, 3= I:,C. . 5= Tu, 6_ COVV,R Sli. 7= Wi, A= CC 9= WC 0= MC FINAL SPECIAL FOLLOW-tip/REINSPECTION ATTEMPTED FINAL Framing LJ Separation Walls �—.J Shaft Sprinkler System � :ire Dampers Alarm System (OverheadrUndergroun3) Hood Extng Systems Spray Booth Ceiling Cover Conference G 0thei Date; �41 Inspector: 1 ✓' W" qFw i p S ABC��pN.—.[tOT:CE City Of Tigard Building Department ( �( 13125 S/ Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639•.417T1�� Inspectiont Footing Plbg. Underelab � tch. Rough.-in PP /`A r Sdwlk Pau nti. Plbg. Top out Can I.inA PINALa i Poet/Beam Struct San. Sewer Framing i -Bldg. Poet/Ream Mer h. Rain Drain Insulation -Plumb, Plbg. Underftonr Water Line Gyp. Bd. -•Mer_h. Date Requested:__ Timet AM PM Address:s Permit 1:_C Builder:��Z�y�9 THE POIJ.OWINfi CORRSCfIONS ARE REQt7IRED:_ 1 Inspector: _ Date: ` � (J C/ APPROVED DISAPPROVED APPROVED StIBJSCT TO ABOVE --__.call For Retnep. jN4P1CTION NO ICE City of Tigard Building Department 13125 SO Ball Blvd. Tigard, Oregon 97::23 Inspection Line (Rec-O-Phone): 639-4175 Buninees Phons: 639-4171 Inspection:_.___ Footing Plbq. Underslab Nsch. Rough-in Appr/Sdwlk round. �11pbq. Top Out J Gas Liie FINAL: Post/Beam Struct. Ban. Sewer Framinq -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Undarfloor Hater Line Gyp. Bd. -Hoch. Date Requestedt _5 _-Timet AH _ H Address:_ ��rzt 91-11Permit Builder: �G/,C/✓ THS FOLLINdING CORRit'TIONS ARE REQUIRMS / y --- -- ---- CSF Inspector:_.__ � � _ _ pate: - �- APPROVED DISAPPROVED APPPOVED SUBJECT To ABOVR Call For Rein"p. INSPE(TOJI_V City of Tigard Building Departaent 13125 OW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 6J399--4175 Business Phones 639-4171 Inspections Footing Plbg. nderslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINALt Poet/seam Struct. San. Sewer Framing -Bldg. Post/Seam Hoch. Rain Drain Irn%Oation -Plumb. Plbg. Underfloor Water Line cyp. Bd. -Hoch. Date Requeetedt_L _ C __Timet X,AN _.—_PH Addrens:_ ` ) Pertrit THE FtLLOWINC CORRECTIONS ARE REQUIRED: E I i I ns-.ector.: _- _ Dates — LAPPROVED -- DISAPPRO"ED APPROVFn SUBJECT TO 480VE __Call Per Reinsp. lKsucTI NqTlcg / City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phonw): 639-4175 /Business Phohe: 639-4171 Inspection:---�z l '�. _ A--- 6 (�_—_ rooting Plbq. Underslab 7Mech Rou h-in A 9 ppr/Sdwlk roind. Plby. Tnp Out Gas Line rINAL: Poet/Ream Struct. sen. sewer Framing -Bldg. Post/Beam Mach. Rain Drain Irsulation -Plumb. Plbg. Underfloor Mater Lina Gyp. Rd. -Mach. Date Requested: 1jy i __Time: AM�1--PH Address:_, / Permit #2 (--! Builder.___�� TNR FOLLOWING CORRECTIONS ARE REQUIRED: r f inspectP _ DISAPPROVED _ APPROVED SUBJECT TO ABOVE call ror Reinsp. Citi of Tigard Building Departatent 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phono): 639-4115 Business :hones 639-4171 Inapec tiont_ Footing Plbg. Undersl.ab Koch. Rough-in Appr/Sdwlk Found. Plbq. Top out Gas Line FINALI Post/Beam Struct. San. Bower Framinq -Bldg. Poet/neem Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Lina Gyp. Rd. -Mach. Date Requestedt _ Timet _ AN TI) Address t. GES Permit Builder �� Tm FOLLOWING CORRECTIONS An REQUIRED: In9pector: � _ — ^---� Date: APPROVED DISAPPROVED _— APPROVED BU&TBCT To ABOVE coli For Relnep. [mum j IJ�['RC'P10N NOTICE City of Tigard Building Department J 13125 SW Ball. Blvd. Tigard, Oregon 97223 Inspection Line (Rec--O-Phone)a 639-4175 Business Phone: 639-4171. -- Footing olbg. Undersi.ab Mach. Rough-in Appr/Sdwlk. Found. Plbq. Top out Cas Line Fr"AI,a Post/Beam Struct. Sen. Sewpr Framing -Bldg. Posr/Beam Meci'. Raiu Orain Insulation -Plumb. Plbg. Underfloor k Water Line �j Gyp. Bd. -Mach. Date Reqs estedt ✓JJ �� _Tbmt AM AddreeN:_ Build»r: THE FOLItYWTN0 CORRECTIONS ARE RBQUIRED: i Inspectors] �% - 73 - / /-- bate: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —call Nor Reinep MECHANICAL pcq1A I T MEC91-0025 ClmrYOFTIOARD �GMUPIMRRD PERMIT #. . . . . . . .. rLc " M,_L"I I I", RD _'ERM" COMMUNFTY DEVELOPMENT DEPARTMENT DATE (600)63"1 7b 0 i3j268w�WlBlvd. P.0.Bm23W.T%pid,0m9w pARCELt HUNZiKER D- T ZONING. I'-!- " I E ADDRESS BaW 6W ON Pi-AT 1990•-4.1 1-IJBD I y 15 1 ON. . . . t Pr4RT1TI LOT. . . . . . . * ` : 1 OCI K. . . . . . . , 1 " 1 _ ___ COOLERS: F'LOOR FURN. . . . EVAP ASS OF WORK. . UNIT . : VENT FANS— :3 k_i . :Coll UNIT HEATER';- VENT SYSTLMS' OF USE. . . . VENTS W10 APPL: • HOODS. . . . . . . . IJ, .L.UPANCY bRP- BOIL-ERS/COM"ESSORS DOMES- I"C'N' I ES. . . . . . . . 0-3 HP. . . . INCIN' TYPES-- _-_ YPES------- 3-15 1-iP - • REPAIR UNITS: 'GAS"/ 15 wOODSTCVES- - -* 5 BTU -30 HP. ,JAX INPUT: 30-50 HP" ' - CLO DRYERS. - : .:7IRE DAM1.*-ERS"- - 50+ HP. . . . i t I�ITS OTPFR U1111TS. - PRESSURE- - - AIR HANDLING J GAS ULITLETS- :4 AO. OF UNITS- 10000 cfm : URN ( 100K Wfu:C_.. f:i-m* FURN '? =11110K PTU% ronst. West wall. CC,nstr1_tvt new 7000 soft bldg FEES. rec pt type 8 111 C)1,.t n t by dikt,e ,.)wner: 5700 jFIMEq �SEVERSON PRMT $ 11 )404 SW HEATER ROAD PL-CK $ 14. 25 Rwoori OR 97140 FIAYM 74. 10 JL_H 03/11/91 684-0443 int"aut Or MECHANICAL 5w CIRRUS DR -------------- ftip-.PVERTON OR 97005 74. 10 TOTAL ,one 626--f31)86REWIPED INSPEC11ONU eq 6358i' t to the rwilations Contained in the Las Line Insr) -,Is pervit is issued subjecCodes and all other Heating T1 Unt I5P igard Municipal Code, State of Ore. Specialty (_001 i nq L)nt InSp appiiceble 180#s. Al, work will be done in, accordance with Fire DAmPPr 'ns'E) ivoroved Plans. This otrli t will PADil^e If wurk is nut started n within IFR days of issuance,. or if I work is suspended for lore Final Inspect" tran lei days. ermitte,_- 'iiqt at%k By : 11� Gall f or inspect i On or Vz CITY (IF TWARD RECEIPT OF PAYMENT RECEip*r NO. 1-2115 CHECK MOUNT s '74. 10 NAME BEWLEY MECHANICIAL (",ASH AMOUN*r 0. 00 ADDRESS r PAYMFNT DATE v 03/11 /91 SUBDIVISION t 8i?50 SW HUN71KER IDURPOSE OF PI-YMr-NT AMOUNT PAID PURPOSE OF' PAYMEAMOUNT PAIDNT ------- 14. 25 MECHANICAL PE MEC91 0025 57. 00 Pit.-AN CHECK FE C. NI RE X 100 AL AMMINT PAID 74. 10 w1NOTICL? city of Tigardd BaL Bnildisrl Departamt / 13125 BR Bell Blwd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: �f, ��.--- FootingPlbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Nech. Rain Drain Insulation -plumb. Pl_bg. Underfloor Water Line Gyp. Bd. -Mach. -__J_ e1 PM Ditto Re�:eetei• _ Time: — —AM Address: erm.t Is Bu 1 ldec -- THP. FOLLOWING CJR CTIONS ARE REQUIRRV: — Inspector: `! --^� Date:J _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. I PRO,IEC WASHINGTON COUNTY INSPECTION CARD DEPARTMENT Of LAND USE AND TRANSPORTATION QERMT �• ,� ��—��,�� IOR INSPECTIONS CALL 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3470 j� DATE __--yt]- ------`-- `�7 JLY L� f'Ga�- PFRNIIEF --�_�-- ADORE5 J I�� — .,�• , -� ---{ff�eFy �/✓ PHONE N0. DIRECTIONS -kJ - -� — I.UMBIN6 ELECTRICAL BIJ1lD1Nii — MISCELLANEOUS rain drain �_.— ------ temp service _.__- ---• nail ohile home ftq Dost/beam cover 6 service lost/heam storm sewer apron/ wood salve FINAL fdn frame apron/ Ft V AC top-out sl a6 insul I INAL gas test �wer 115A No. ----------�` --s--- OTHFP NOT APPROVEDESTED INSPECTION (�I STOP WORK UNTIL' APPROVED [_JR[PAI4 AND Ri.-INSPECT PPROVED HOWEVER NOTE: L_J aT DAT E INSPECTED 9V CITY OF TIGARD February 28, 1991 OREGON Don Bewley Bewley Mechanical 7721 SW Cirrus Pr Beaverton, ore 97005 Re;: Centrex office/Warehouse, 8250 SW Hunsiker St. Dear Mr. Bewley, The mechanical plans for the above referenced project havR been re-iewt�d, and are approved subject to the foll-ywing: o The suspended unit heater shall be pLov'ded wi-:h seismic bracing. o According to our conversation cf 2-28-91, you will be using High pressure (2.1) gas supply, providing I inch service mains to each tenant, and 3/4 inch service lines to each unit. If you have any questions, please call me at 6.39-4171. Sincerely Brad Roast Buildinq Official 13125 SW Hall Blvd.,P.O.Box 2.3397,Tigard,Oregon 97223 (503)639-X5171 - �18pxC'�I0�9 NOTTCL City of Tigard Building Dapw.rtarnt 13115 a: Hall Blvd. Tigard, Oregon 97223 f-- Inspection Itne (Rec-O-Phone): 639-4175 Business Phones",639-4171 Inspection: Forting Plbg, Underslab Mach. Rough-in Found. Plbg. Top out Gas Line FINAL: Post/Beam St-rur_t. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plby. Underflrxir Nater Line Gyp. Bd. �I '-_}Mach. /N / Date RequesCed:_--_- � ` -.- "Lmr : • AM .__PM � 7 /�, permIt # VU 3 e-Z Builder:_-_ �L T49 FOLLOWING CORRECTIONS ARE REQUIRED: InaLrcta � Date:_ APPROVED p- DISAPPROVED -, APPP.OVED SUBJECT TO ABOVE -Call For Reinnp. jNSPSC�"�Q11 �M'ICE City of Tigard Building Department 13125 ON Ball Blast. Tigard, Oregon 97223 Inspection Lina (Rec-o-P/hones 639-4175 Business Phones 639-4171 Inspect ion s_.- � �/ Tooting Plbg.Plbg. Undernlab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINALS Poet/Beam struct. San. Sewer Framing -31dg. Poet/Beam Hoch. Rain Drain Inaolation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Date Requesteds_ 7 _�7 .Times AM _ PM Addreees57) G L—�— Permit fs Builders THE FOLLOWING CORRECTIONS AREERREQUIREDs Inspectors- — --- — -�—- ;)Ates __A��O VED -- DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. V W1 W dR WX I I BUILDING PLRMI'r J, RD ciTY0FTY7A C(TYpFT ARD pN=RMiT #. . . . . . . : DU('91- 3�; 1 E COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 11125 SW Hill Blvd. P.O.Boos 23397,TQmrd,()r*Wn 07223(603)&W-4175 i PARCEL: 2Sl1PlBC-'02"i' 8250 SW 11lJNZIKER ST ZONT.N6: i-L SUBDIVISION. . . . PARTITION PLAT 1990-41 E1L.C4C:4' . . . . . . . . p LOT. _.__ _.________.._--_ "y FLOOP A'1E2EFlS -._...._.___ EXTERIOR WALL COIIISTRUC'1I(11�1- RE.J.SSUE:: FIRST. . . . :7000.1 5 f (V Es W: 1W W4GS OF WE)RV. :NEW ;ECOI�IU. . . sf' N:S PROTECTPROTECT TYPE OF USE- - - -CIM S s E: W s N TYPE: OF CTHIRD. - - - -ONST. :5N -700 T s f ROOF (ONST :A f�I RE. RE f' OC(::Up'ANI"Y (SRG'. 'TO TAI- -- . _._... - : st AREA Si=p. RAT'E.D: :B' BASEMENT. s 0(XUPAWY LOAD:48 L-JAROGE. ' ^ s f OCCU SEG'• IRATE 0 STOR. : 1. I.4 T. :c.1. ft REUU1RED---..._.-.-__•-_ - 13SMT" :N MF Z Z?:N RE OD SE�.T BACKS_---_ ---__ft F I Fl C3F'H:I_;Y SM014. GAF I . .. LOUR LCJf1D. . . , : 1001 ps f LEFT: ,0 ft f7(SH'r: 10 E RNT: ft RE=AR^ ft FIR ALRM:N HNDICP AGt: :)WFL_LINR UNITS: . 0 C.ORR:N PORKINS: 13� c IMP SURF"faCL;:c11Z�0VI ,tUDQMS BATIAS VALUE- �: 1.74000 1A1/one-ho1.Ir� const. we=t wa11 . Condition !Tamar ks: («onstr'ract new -70@0 sgft hldg :1pnr^�ovaIl, ;Spr^inklev plf�ns to b4 sratbmitted. FEUE'i cite, rer.r type amorint h1' Jf1MES SEVERSON F'AYM $ 848. 90 JLH 01/24/91 2089, ' c.iW HE=ATER ROAD PRMT $ 618. 00 (- r_K # if . 70 / ! Op 97140 F'.1 RE $ 247. 20 ! / (:.84--044.3 5PC r $ :1171. 90 S-DC K 3000. 00 tor: -CIF $ 44.33. OO / I x, GOIV�TRUCT ION F AYM $ Ei OF . ' 0 .II_h! 5 .( pAC1F IC HlGHWrPY . . . Additional i.onal eew not shown here. 1� r OFD OR 9?223 $ t 1"730. n0 TOTAL cF,ot�e it. 684-044- ',1.P , _.-..__ __._.. REOU1RE:D INSPECTIONS-3 _. Yh1s perait is issued s&fct to the regulations contained in the Foot/found Ins p _ ------^yLL Tigard Municipal Cade, State of Ore. Specialty Codes and all other Re xu f 5t:ee 1 Ir s n a cl°cable laws. Ali work wi11 he done in accordance with � S l ala I r1 s rr ace rcved nlans. This oerW will emaire if work is not starte. Mason^v Insp ithin 188 days tf issuance, or if work is suspended for core wFraming InrsG1 ___... ...... the 18M darn. Roof n a i l n to I n rs p T r'1 s lI 1 a t i o n 1 r.s p �\ p Boar-r1 InSp _ r Si,.1s3p Cei Ing Insp ti Final I11spec^tion __.._.._.... ._. _-__.__._ for insp@ tion - 6i9 41'75 sr-_wv-R CONNECTION PERMIT WR9 #. . . . . .. . � 5 CITY OF TIOARD RD 'FERMI COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: p.0.qcxt 233,j7.TOM,016QDn1722'( 83g'4176 13125 SW HWI Blvd. PARCEL: 2SIOIBO-02600 Ba50 SW HUN ZIKER b ZONING: I-L PARTITION PLAr LOT . . . . . . . . BLOCK. . . . . . . . ....... 'T' jqp.ME. CENTREX CONSTRUCTION XTURE UNITt;- E NAN F1 NG UNIYS- . . . -4316S DWELL I USA NO. . . . . . . OF BUILDI1,JGs-- 1 CLASS OF' WORK. . NF-W NO E— t-210" -Sf -COM IM TYPE OF USE. . . . PERV SURF AC BUSWR INSTALL TYPL, - - ' . bldg w/ane--his-1r const. we >t WL11 tr,_,C:t new .0 sqft R,m a y-p s T C:3 n s, FEES ------------- --------- amolint by dale V,e E:pt tvp,p ot*sner: ---------------- s SEVERSON PRMT 3Q'00' 00 J(IME 145- 00 j-9404 UW HEATER ROAD INSP ac- C)I PAYM sb 300 . .0. 0o JLH 021 OR 97140 E,84-0443 P1.AJM87.N('j INC 3 PDX 286 ,ps-TON OR 97119 ;Q145. 00TO'TAI- ,hone RE'DU I RED TNSPECTIONS 65461 th &11 the rules and regulat'Drs Sewerin-spectiOn This Applicant agrees to cotlply p1res 12% days from T�e Der0 ex, Of the Unifies; St"UP Rency' id pill be forfeittO if thi ------ 4-be date issued. The total 810t;nt P' accuracy of the The Auency does not guarantee the versit expires. . It sewer is not located at the geas,jrespPt side sewer laterals. If tl ir shall Prospect 3 feet in all directions given, the install If not so located. the install hall 01 I the distance given will n a, a eral. a "Tap and Side Sewer" Perilt an e e Auer poor y y F�l V-In t t e e 5 4 y -- ---- fov, inspection 63c)-41-75 INUM-FA-M �mmmu CITY OF TIGA RD (Wil Yjv I i!A R D COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW HN11 St4d. P.O.Sm.2M97.T16%M,orogDn 97223 031630.4175 PL.UMI ING PERMIT 639-4111 DATE ISSUED: 02/26/91 8250 SW HUNZIKER 31 PARCELA 2SIZIBC-02"te' r-,.', ODDRESS. . . d- ZONINGi I—L JJLADIVISION. . - - : PARTITION PLAT 199LA-41 i._OCK. . . . . . . . . . LOT. . . . . . . . . . . . . .. GARBAGE DIGPOSAL.G. MOBIL.E 1-40ME SPACES. ;-.0SIS OF WORK.. -NEW YPE OF USE. . . . .COM WASHING MACH. . . . . . . s BACKFLOW PREVNTRS. . )(','('[JPANCY GRP. S2 1---LOOK DRAINS. - . . . TRAPS. . . . . . . . . . . . . . . T, WATER HEATERS. : : . . . :2 CATCH BASINS. . . . . . . :5 ORIES. . . . . . . . .. I IN DRAINS. . . . I X l'URE*S--'— LAUNDRY TRAYS. . . . . . : SF R') INKS. . .3 URINALS. . . . . . . . . . . . : GREASE TRAPS. . . . . . . s PVAI ORIES. . . o : :i 0114ER FIXTURES. . . . . U9/SHOWERS - - : 1 SEWER LINE kft ) . . . . : 100 '(',rFR C,L.003'F:TS. . '3 WATEP LINE (ft ) . . . . : 100 ,I SHWA SHE RS. - - - - RAIN DRAIN (ft ) . . . . C200 r,me.r k s ConStr1k.IC-t new 7000 sqft bldg w/one--hoi.ty- V.Onst. west wall. FEES iwner - type amol.mt by date reapt fAMES SEVERSON PRMT 230. 00 It04 SW HEATER ROAD PLCK 57. 50 .14EPWOoD OR 97140 59"CT I 664-0443 VIAYM i 279. 00 JLH 02/r_'6/91 PLUMBING INC: DOX 286 OR 97119 $ 2913. 00 TOTAL F'hnne #z F?ewg 65481 --------- REGUTRED INSPECTIONS ------ pis Water Line Irl-,P pervit is issued subject to the regulations contained ii the —in insp State of Ore. Specialty Codes and all oilier R 0 U g h Tigard Municipal Ctde- i' �. IDDlicable laws. All work will be done in accordance with oo—ott I n s p 6avroved plans, This pqrsit will expire if wares is pal started S-zorm Drain I n s p withir Igo d&vs of issuance, or if wcrk is suspended for sore Pain Drain InSP than 18@ days. Final Insriection L-ignatwre : Ev . La I I fpr ins r)e(-t i.on MENI" RECO I Vf NO. 01A 4,4 CITY OF' TIGARD RECEIPT OF PAY C H E f-'K A M 0 1 J N'r 00 T RUCT I ON flMOUNT W. 1710 CENT RE.X CONS PAYMENT DA rs' s 02/26/91 ADDRESS s (jLAf)I V I'S I ON Aat,o F-,W -lUN 2.1 Kr R j.,ijj,lpOSE OF PAYMENT AMOUNT PnID PURPOSE OF, PAYMENT AMOUNT PAID 830. 00 ST ,-EWER USA BUILD Pr--R 3000. 00 PLAN CHECK FE 57. 50 1875- 00 INGPE.Cl' 45. fPtb STORM IRAIN SDC FACILITY AMOUNT PAID 8211. 00 1NBP$C.'TION NOTICE f. City of Tigard Building Dwpart—t 13125 BN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O--Phone): 639-4175 Business Phone: 639-4171 - ---- Footinq Plbq. Dnderelab Nech. Rough-in Appr/Sdwlk Found. Plbq. Top out Can Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Ream Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Request d:_ l ___Time AM PN —.-- Addreaes � � L� �y �.c.� �" PsrmiC guilder:`_ Tn FOLLOWING CORRECTIONS ARE REQUIRED: a Ina ^tot• — --7 ---- L. V'APPROVED - - DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. i BUILDING PERMIT GIS OFTIFARD CA Y4T,06 4 RD ;ERMIT CO:IMUNrTY DEVELOPMENT DEPARTMENT 0"00" 13125 SW Hodl blvd. p.0.Fkx 23397,Tigard,onogon 97223(W))639 4175 FE ODDRESS. 8250 SW HUNIIKEP OTREET L.li.1 Q I BC—L IUDDIVISION. . . . PARTITION PLAT k 1990-41 ZONING: T--I... i,.()CK. . . . . . . . . . L OT. . . . . . . •_` . . . . . J . SGUE: --[_LOUR AREPS- EXTERIOR WALL (-�ONSTR1JCT'l0N-- I_ASS OF' WORV,. :NFW FIRST. . . . 0000 s N- S.- E- Wc1HR ,V171F. OF U73E. . . -C',OM SECOND. . . , r,f PROTECT � VPE OF C:OWI_. :5N THIRD. . . . : Sf N: S: WiN GRP. '.82 1 OTAL-- - 7000 s f RGOF CONST:A FIRE RE*T? :'l LUAD:48 EASEMENT. : s AREA SEP. RATED: HT. -21 ft GARAGE[.. . . : s OCCU SEP. RATE[- sMT 71 N MEZZ? :Nl REDD SETBACKS-------- REUU I RED----- LOOR LOAD. . . . : 1.00 Psf I.-EFT-30 ft RGHT- 10 ft F I R G)PIKL.- SM OK DETv �[AELLING UNITS% FRNT: ft REAR: ft FIR PLRII:N HNDICP ACC:Y BLDRMS: B A TH 13- IMP, SURFACE:a1000 PRO CORR:N1 PA RK I N12j: 1 3 OALUE. $, 174000 �ipm,.irks: FOUNDATION UNLY. constro-tct new 7000 sqft b].dq w/one-hour const. wesit. FEES )v)ner., type amolint ba date ret:nt .TAMES SEVERSON PALM! .=:08924$ 648. 91A ,LP 01 /24/9 .=:08924SW HEATER ROAD PRMT $ 61.6. 00, OR 97140 PL.CK $ 401 . 70 phone #- 684-0443 FIRE $ 247. 20 5PCT $ 30. 90 SSDC $ 1125. 00 EENTREX C'ONGTRUCTION TIF $ 4433. 00 i __190k?4 SW PACIFIC Hl(3HWAY POYM $ 6206. 90 JLH 02/ 13/91 TIGARD OR 97223 685'5. 80 TOTAL [-'hone # 684 -044,1 RE,F_4 #. . : 141825 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the c_;tri_ic Steel Insp Tigard Municipal Cede. State of 0-1. Specialty Codes and all other Peirf Steel Insp applicable laos. Al' work will be done in accordance with Slab Insp approved plans. This permit will excire if work is not started Masonry Insp within 180 days of issuance. or if work is sustievded for more Framing Insp Roof nailn.q Insp than 19 days. Instilation . ITISP F i revia 11 1 r,S D E, l y p poarci Inso V ,-Irittee Sir- 1..1s p Ce i 1 nq Insp Final Insoection i e d 8v —-—---- Ca I for inspection — 639--4175 ..r. _..,-V....._..� ._.__. ...� 08 C1 rY L)r fIGARtT RE:CFIF'1' C,IF' 1'FIYMFN_t. REQt:l F, MC1UPaT f� 6 9 PdF1ME:' CE.NI1ZFiY, CClhl'aTEili(:: ION P"AYME"NT DATE: 02 13,�'�1 t•1I�1�FiE:;,`:; 1129CAO ';3W PPCIFUI 14TGO OW SuPOLV I5TON TI ARD, OR 97 _� _.. f4;,50 ,W H 1NZ IKE::R Eimn(JNI PA 1 D t.F PAY ME 1.41 f 1Mt�I 1N'1' F"Fa I D C'I iRF''Cl[iE. Clf F''FaYME=N T _ �.. itLITI.I)INt i='E r�tM } I.IF �►1 18. 00 �l'. &BUILD MIR " �: i C7hM X►Ftf�l lE SDC l, ;:r. 0kt CNI1t. ST IAL. T i F F 'E: I' 'TRANSIT -1 It= FE"E$ 00 I I i,{'I G�1... P')MOIJN-r 4',.M»'xwxACrwNutu} nl'4`Y.iW1k:J.YM00,AiNWYNJMbM gard JPS�FtgTBj2Nui NOTICE City of Tlgard Building Department 13125 BW Ball Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Phone): 619-4175 Business Phon : 5?9-4171 Inspections,____ !'Doting Plbg. Underelab Mech. Rounh-in Appr/8dwlk Found.— Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mec'a. Rein Prsin Insulation -Plumb. Plby Underfloor Nater Line Gyp. Rd. -mech. Date RequestedtTimet _2S_AN PN ' ry � L� Address:_ ,Permit �e � !/U t eui.lder: THE FOLLOWING MRRtcriONS ARE REQUIWED: n Inspector:_ Date: __ 1 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE -----Call For Rei.nsp. CENTREX CONSTRUCT[ON INC. OFFICE WAREHOUSE FACILITY 8250 SW HUNZIKER ROAD TIGARD, OREGON JOB NO. 9037 , PIAN CHECK No. BUP91-'0034 ADDENDUM NO. ON)! (1) 3_FAKX__1991__.. --- - The ---The fallowing chanyes, additions and deletions to the ' c of rontacl: Documents dated 22 January 19111 hereby become a pa contract [)ncuments. t7c>tifv 111 `i SS�l1Yx�r ^ `c--Affected-_by This- Addendum. --- ---------...,-- - Code RPviPw itpmr. (fiPF? AttArhPri letter frnm (""'y of CIAr(l) . 1. West wall along chid `D' to be 1 hour rated . The Wali above the all CAtU between Grids ` 1 ' and `4 ' to have 5/8" Typo- `k' gYli�iim r.hF?Ath i ntl At the PX1".PV"n)_ +=]c]n of t hi' wail with 5/8" Type X' gypsum board on the interior side of the wall . See attached Revised PBS Drawing A/3 . 2 . Engineered Drawings from Tr.ue,n mcinufar.tuTer art: being prepared and wil� be submitted at. a 1atrrr date a well as a l i,t: of (Joni- hardware, plywood roof sheathing to be attached to framing with 10d . nails @ 6" o. c. along edges ata ] Od nails @ 1.2" o.c. @ i nt.e.1 med i at ki supports. Gypsum board -to be, attached to ail studs and plates w/6d cooler nails @ 7" O.C. 4 . pre-manufactuxed building base p7 me anchor boltf-t to be ASTM A-36 grada As noted on `PBS ' Structural Calc;vlations. 5 . The Oregon Energy Code analysis using component performance, math indicates that the Luilding envOlope meets the energy Code withc,ut slat' in=;��]aticm. Seo attaLljed call;ulnt. i ii e2jid d1EWdv1t.. 6 . The floor slab in the office portion of the building a, shown on FoundEition Plan Shoet S1 1.5 to be a 4" concrete slab not a 3" concrete slab as shown. At the Contractor's option, a e,7" noncrete slat, may be substituted for the 6" shown it, the w.jrehouse portions of the building (orid 1 to 4 and A to ')) . Also tit the Cantractor's option, 6 x 6, 1. 4/1 . 4 welded wire fahr•i�• may be substituted for #3 rebar @ 32" O.C. each way at the 4" office slab (Grid 4 to 7 and 1) to St) . MUMF 7 . Sheet S?. , Concrete Block Note #5: Change referen.e to 1 1985 USC to 1988 13BC. 8 . The west wall of the building is required to be 1 hour rated because of its distance to the property line (less thein 20' ) . However, oNenings do not ➢laves I Deriyeline unless they are less than 10 , -0,, to the p p (TIBC Table 5-A Group B2 openingn in exterior walls. ) 9. Attach UBC Sec:ti-On 2516 (f) follows to the Drawings s (f) Fire and Draft Stops. 1. general . In combustible construction, firestopping and draftstoppinq shall be installed to cut off all concealed draft openings (bath vertical and horizontal_) end shall form an effective barrier between floors, between a top story and a root or attic space, and shall subdivide attic spaces, concealed roof and floor—ceiling assemblies. The �rttegrity of all. fi_r.e and draft steps shall be maintained. ? . Fire s-. ;ps, where required. Firest.opping .hall by provided in the following locetions. A. In concealed spaces of ::t-ud walls and partitions, including furre:i spaces, at the ceiling and floor letlel.lycaf the foot intervals alone th 1ir gth wall . EXCEPTION: r'ire stops may be onit'U d at. floor and ceiling levels when approved :,makerjc;k.uat.(_.d fire dampers are i testa l l ed at *hese levels. B. At all irit.erconnections k)etween congealed vcart.ical and horizontal spaces such as occur at soffits, drop ceilings and cote ceilings. C. in coni ealed Spaces between stair stringers at the top ,'Ind bott:-nm of the run and betwaen studs along and in line with the run of stairs if the walls under the stairs are unfinished: D. in openings around vents, pirjes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with nr�nc:r nh»�tib] a mat-er. i a]s. Except as pY'ovided in 3 , Fire gtup Cunsi.r!�otion• i n shill consist. of 2 itQfll 17 above, f irestUrr) g t-. Dints or inches normY�a] 'LU witY� brokenc,laPXnes�ea of With inch nominal lum�£x 73/32 inch plywood woi1e one tt►ickness 32 inch pl-ywood or Joints backed t'Y incl Type 2-M particleboard backed by 3/4 inch Type 2-M th3aknebs of 3/4 -,with joints particleboard- um board, cement dlf:,a JV cif gYPs Fire stops ,Dayminoral fiber, g]ass fiber of asbestos boa rd' n n,�,teri. is securely fastened in rt.her al) place, parallel or staggpY'�'d studs for walls having parar;: IUll have f ire sound-transmission c;°ntl glass, fiber or. other stopg of minAr'a= materials• fiber Or approved nonrigid Attic, Access in the office portion Of the knT�ldb�g Atti ' x q ' gurpended ? . 10• � pvided by the 2 Ilan Sheet is p " Keglected ceiling the 24" x 32" ceiling. See g rovided by Attic ventilation i' P the east elevation of attic vent shown on the North Elevatto�' Sheet :; The continuous save vent as shown in Detail 1/4 • the office bui.1ding the West elevation will have i:c. he P,av , vent tilan9 continuous 1 x 4 because this plugged with a 1 h- ur rated wall. to the a 4 • -On tall plz�stic laminate wainscot TOi let 11. Ado to the waterr.loset two wa11s u:]jvCent *n eche of the laminate Rooms 8 an 15• Trim the --i' edge of the e and seal the °attached Revised with a metal the flooring- laminate Detail l0/4 • 54-2 in ].acing iieY UBC $tand� �'d No. above 12 . Install safptY wjndows with glass t'P�� to Door #�1 and in the north elevation the floor line. The windows in to have Off-ice f ices 4 and conference P.M. 5 of In the lowest panels. glazing END OF ADDENDUM NO. ONF ll) i u�w vi 0 Z }. O ROOFING N m I .—FAVE g/8 PURLIN W c.) TYPaI•i rl. WALLBOARD s/K TYPE IAI r��: \ R,F, COL WALLBOARD W/ ANTS Ln TAPE h SANDED _ `_ - W j J rL 8C 16 CA / Eij- SIDING -'+"'�--Y`� TYPE WALLBOARD 0 Sllf TYPE'�`�7.�I`iCt. �i F. COL TAPE®k�DIWb�OJO�NTs .v 3 } 3 r. 16 GA � J s' B*SF ANGt.E��'" g'GMU W,a4L `•� �� d z tap (13Y oZ u eAco z v MEWALL M-TAIL SIUEWALL - N►,�'o t't�r1 ire-I,I -TAPLe 4 to IAJ L) m LLJ aIlk'z a � w � Co-t tl U o w I M,9-0 I Gf-i b?-,AP, -"t LIT 4- TP 1 0 ARCIIITFCT - ENGINEER T.NERGY COriSI<IRVATION AmDAVIT these plans and spec ific.atiuos are roCcssionaI knowledge, Code, far To the best of w;�(ytIapter 53, Oregon State Structural Spccialt}� in �vmpliance allowing ai•,.a.s: 1. I xtmor cnVclQVc 2 jIV AC systems, contr,)is, and duct insxtlatinn 3. Lighting level, and controls �._--- deI'inition of architecture) or ineerin8), I will assure that the viork 1"o the extent i) (b) (de in (-)RS f CTI iI (5� I�n� and shccificatior.s. ORS 6'12.QJ5 (il (b) (definition o1 cng performed shall conform to Chapter 53 and these 1' Signal Registered Profcssior.al Architect _ PROWf OREGQN 16 �C) -/ .) BERT K, i". CIN) f WAPL Hc) F,a o e 1 Lk 1 t F' PC Ur E 13 13 N F-NEf;I,Y I UDF r)P4 f)I- . ..... FA.A.I. "LIT I I EP r41.)I LD I NGSt (3 4 P 2 A'3 A 332.C)O W I NDOW U= ....... A-— 2 CIC j EJ QQ 4"() 137 Oo C 15- Cj�j ly, AN5WU t-'.: N P't :l 70 1 r4l� C.F:I Tf:F'T(.1 t It /I 1 G 32 t'All V. .t +:+ 4-4te Lt) it OF T I IF 01A. r."OUND I N T b 1 53 -.k t)I p n i r*r.,* OTTV Tab I o 53...A U WALL T a b I C., S)3 A 1,at)1 31-.A 7, ';UL, Pn r 1-. A W 1,. 0,P N U ow 20 To 1.3 1 o AT C D ........ I N I-11:'6 Tr:.D S L A 1; 5 Its —am It 191.W% 3: WARU-IC1USF-.* F,AC-qj,, j-fy PIP'.10 ► t inq- Enginr.nn-:., (WAK.J.-HOLISE SECTION.) 01-07-91 t I And Or vigo;.-,q-j 4#';�rlp:"Nr"�j!."M�-,[,:-;',-.',�'... `�z�' f Or.T.. E-.NE-.A!tjy CUM.* AMALY�jj&.'), j'I'HAr-,1T1 . ..EI.*. '. .. -I. ..,...........--.,...,.-.-..........-.-..', ........... .: .,: E AJP. 1) WAL LS P 2. 78 P3- 1 YyUW. 0 4 A J A2"-I 7al cw) 4 W I NDr'jW 0 C) C0 7. ',',b n 76C).C)C) 1011'T C) 0 CIO Av: (I. f" 239. 00 ANq. 0 1)El iJ I A C. J TT w, 1.l1.. • t Lk H r S q F: t 11'0T t Nj) Q 20 02*7 tJ t Q PA F*,') 14- A W 00 I; U y 6 1 U U tip 1.p v CAI u'I ory r,5• I VE NS F'OUND I N 0F* I*Hc--, N:; 13:7 D EL TA T D T r-t- t5 WALL Ta b I U POO;- Tab I r o in Sec 5303, sub rats 1 o 0 Ta b 1 S3-A FI C.C.' WAR-C'.HOUnE FAC;1,L I TY L)rF`1C-E 2L.C.TICIN i-. .i rig tnq x rivc�rs, Pov'tlaridp (.1repton page., 2 .'if 21 OPU,.1,ON I-FNEPG3Y 1.70DE ANALY-810 SUP, D Ct JUL.11`41.i TH'I.:PON. TRANSVEP VOL UE "DTI-Vil J.'::(4, C bo.; .4 Cl t W.1 ND()W U 7 j SF, SF" F'rom Table 50- --A U. C) C)rI Ail, A T ()o ;E:MVTJ:'()'rLJRE: DIFT . '27. QQ f- F"v e.*Aii T a t j 1 e o'r v "cs,11 t.,I j,t EfLi S'j .. ......... .......... ...... C,:co C.1 1p t (:)o r oill I LAtil v t5r:.".41 I' I N(l R'I l I..I,: -mr 7 F'Pit-If IF F? VA[ Ut: J7 L, Pm M.. W 6 L 1. L I el J,'t') f) 1 1141 W Q "'12 r'UCIr ll' Ou I C), Q An,. 2 0 G FJ A= L I-:- 13,7 i.low ti E'rlvt?1cr,t tj f"rc,rn E yc.1IItIF I. % W x Cj C:Q 1. 1 9 U r L V C.)P L:0 D U U.- 4. M Vyl-lift SO- VA 0*- 4 ND !1fj'_lCj Ing S,r• S 1 8 r f.'A 7 1 T A. tj I !f. F' 0 TTV Iv e r a 1'hrrt-mail r an�4 f or Va 1 1 ir r.Lit u:,V11, I t j)rL*rt) r t)t'""C It MF (-,'I iA t I(r P Iii f i7TP,7 t I qm Wo MWKXW_ 17A'IR-AMilk&ww��44ko •.g low m m!vm M.m mt Imm WAF1-F_IiQU )E i_OC. 31A'(Y WOFSEHOUGE SEc.'rION Mi TA Engim7wdrin.,, rwcwtlamd, Orogl:ln Pago OREGON ENERGY C_()DL' ANAL.YSIS ........... CHAPTER '--j3 500:1 SLID. 1) r=*..__.`7, i"T!TTEF'!TA FOR WAL1..S OVEF.'ALA.. IN't)NIbl, V.F.' VAI,_UI:_ 01 IV" Eq. (5-3--0 WAI.1 ' el AN- I NDOW A 0 I SF 1.33. �,:'Cl F r r 1 f i i TA b.1 o.',- A U DELA TF"mv,;:,Pr0IIPP"* F)IFF'. Frrim lznblv ............. 10, 7 F, From Ucl, o' 4 OTIV ell Lax 3b. 00 1-4 L.NI N I-j E'k.,I fj 7PA1JUT P vill"I II.: i: WhLl. kl lJ. .::`I Faf :i647 W I NDOW O. C)O A= C) LJ-- 0. (10 Ava Q .......... FYI,11`1 117 Ur 0. CIO Av • LI I Vvl C) F"r c-fril ELI? t.1 "CON 1 6 t.5D. ... ....... I Wal F' r care rAhIra -0 U r com I a b I v LI CODE"' F 1 0 P F r um Svc lj,- L `1' I jp� (,ILA f i vrit. pt u mi. /Sq.F t/F") (It*J?A f SLI rt ) I r cid i t ItJ I., c1tt f f l fj It t ab I A a l F EI4 Fa C r. Dutly euti, Fol-Irpr1hpit I Y TF In moo I em ,f or Ya I l- PtU/Hr /F3q Ft '! - ovt,i.url if mia r iA t 1) (- 1.)i I for-1 tel t r ompi'it L- 1'':�rrtt 2a SUMIVIARY Project �, Project name For buliding agency us*only 2. Project address W Building permit number ... ._- 3. city/town Plan checked by 4. Building area Nf) G9 F' Approved by New constru!;tion -Notes and comments: n New addrlion Interior remodel Attached Compllence paths for new or alterations io Campllance path for new or alterations to lighting Fortes exterior building envelope. Check only one! systems: Form 3a Form So ' coeck boAea to Prescriptive Path Interior Lighting Puwer Form 5b lndcared Form 3b attached forma � component Performance Pett, Inlellur 3w11ulriny trnJ l.unibr�+hd uu compliance path for new or alterations to HVAC Form Sc and plumbing systems: Exterior Lighting Forrn 4A Systems naafis •------ --- - - Other la) . .. .. tb) I�rher I a of Pages I w. -- _ .... ... .... Do.scription of Document -- t ments Asse � (Z- v at(ut, CXA (c,U.(eA Cnrer ale A f-ea Ce4(e.uk su rim Calcurdhons. fest reports And Z J LJt C c e rt�� GOc�E Q alas f s Catalog Curs lttaer- 0u5e. ani �_�• Applicant S. Name of applicant -- -- -- ----- 0. Firm/company S. Representing 9. Telephone number — --_ 7. Signature f — � _ ._—T 10. Date Form 3b - Pake i COMPONENT PERFORMANCE PATH Building 1. Roof/coiling area(sf) 76 3d 2. opaque root area(sf) -07630 3. Divide line 2 by line 1M �- 4. Skylight area(ef) O 5. Divide line 4 by line 1 ----_-- 6. Wall area(sf) _ i;n3i 7. opaque wall area(sf) - — 6 (36 G. Divide line 7 by line 6 9. Door aria(af) — .�� 10. Divide ling 9 by time 6 J -� 11. c3lazing area(sf) ----- - ,�3 Z- - 12. Divide line 11 by line 6 -�� JJ _.�---•-- . Divide Nile 8 by Ilse 13 Actual 13. Opaque wall R, 14 — I -- ._ Llo . Walls _ p?. Tolpf Thermal 15. Door R► 16. Divide line 10 byline 1S Resistance. The sum or the 18. Multiply line 17 by Line 12 resr9fanoe for aft of 17. plating U Valu© the Individus! components of rhe 19. Actual Uo•walls. Add linel4.line 16 and line 1 A t'Ja k e, Actual X20. Wall Mass. (lbs/sq") Walls 21. TDEo(from the Code,Table_ 22. Multiply line 21 by line 14 - _J Required for 23. Climate Station(from the Code, mechanically Table 63•A) �_ canted building 24. Solar Factor(trim the Code, only. Table 53-A) - — - - -- 28. Multiply vawes in three lines. 25, Qlazing Shading Coefficient Line 24 by line 25 by line 12 27. Summa, Design Temperature (from the Code,Table 53-A)_--' — 28. AT. Subtract 72 from line 27 29. Multiply line 28 byline 113 _ 31'7 I 30. Actual OTTV wails, Add line 22,liner 2$and line 29 Actual ��-- — rDlvide line 3 by line 31 F33. SkyligEhl aqootfcelling RrL10 - Roof/Ceiling •Value Multiply line 33 by Line 5 - — tual Uo root/ceiling, AddGne 32 and line 34 EnvelopeffAlrLeakagel de,Perimeter Insulation installedSection 5303 d total distance L _ ' of 24 Inches per the Code, O Enter u,e rete�en - Manufactured doors and windows are certified,and building E trans and joints are sealed per the Code.Section 5303(e)Spec+ncationsVapor barrier material is rated at one perm or less, andtrol Installed per the the Cade, Section 5303(f) Form 3b - Page 2 COMPONENT PERFORMANCE PATH compli- ance Compliance Criteria Actual a EnterMaximum Ue compliance a�� Q. (j Q, �- T Criteria veluaS Wallsfrom the Code, Maximum OTTV' raWe+03-A to column(a) Roof/Calling Maximum Uo 0, 01 Enter your actual Floor over Maximum Uo 0.08 values in column Unheated Space (b). --- Unheated 'Required forSlab On Grade Minimum slab 4. 1, mechanically R-Value Healed -" cooled building slab only. 3E. Does design meet target? Enter"Y"if all the components meet the — criteria. Otherwise redesign. Notes and Comments bUi.l � _ Ev_AvPr �4 �._�LLC► =.. �yg�_ , ��5tl�EJtnr��{LZ �• � ` ve►.1'�� 'ci'��CX A tT�C �j , 'J 1 1 �� 've^h �� l�t � c1t (. 6� J7C%' �7D S �r,6�s�r.� o� i-� Ire- �Jw`SIO�f SwY�Q,�, 6• I / Lm L)—�tctjtr C PS 1 r 1 1, 22 � �� r l (�•'T J vv a 1 I oa"SJW sµeg Let �. 7 04 .L lista %A'"-Gums ). 6 S'�,ee. I U '0A CS Q s 4 1 wt TY 1 C.Ss 5/n �' ,j��p ono� G�•SAO 07`f 70- LAI,LAt SCAr OLP D. I AS'L` peer �s�1i1-.�� 1., �--_� �• �; �.o i Ar VJ q 1\ -1- D. in A = '2L 1 2- /A - S-,' -2,,,, 't' w n�cr�Ws ,(ass fO loc.� 14 v' = ,7.5 = 0. (T�g 0- `71 lyre, 4 L- OJarl'1e+G,,.1 c�c'�V_, I v�tiHSK�Y�4.1' Lel, -- f KO ME—TAL t,IV�Ncl 16 5-7 i8dy 68�0 ("W T-1 1.4 11 wl� Awm) Vit' p� � c�3 � E� M;y (-rTt-YL- rAq, I. Iwqut, . (-,mo wm4j,, -r-, oval- rq� AP;0 L (Ue CITY OF TIGARD OREGON February 1, 1991 Jim Severson 29404 SW Heater Road Sherwood, OR 97140 Dear Mr. Severson: You have recently received conditional approval for Site Development Review application SDR 90-0024 from the City of. Tigard. The decision to approve this request becomes final on February 8, 1991 if there is no appeal filed. I am sending you this letter as a reminder that the approval is conditional and to ask you to take the time today to read the conditions of approval beginning on page 6 of the Notice of Decision. These conditions must be satisfied either prior to obtaining a building permit or prior to occupancy. Briefly, before you obtain a building permit you must submit a revised site plan and a revised landscaping plan to the Planning Department for review and approval . Also, the Engineering Department has required the installation of streetlights ar,d a sidewalk, the provision of sanitary sewer and storm drainage details and calculations, the submission of public improvement plans, and the acquisition of a street opening permit prior to installation of the public improvements. The Building Division requires an erosion control plan. Prior to occupancy all landscaping materials must be installed. A sign permit must be obtained prior to the installation of any sign(s) . For more complete details please refer to the Notice of Decision sent to you by the Planning Division. If you need a copy of this decision please call me and I will be glad to send you one. If I can be further service to you or if you have any questions please contact me at 639-4171 ext . 390 . Sincere , Vi Go win Permit Coordinator cc: Centrex Construction, Inc. Building and Planning Files 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oreo oin 97223 (503)639-4171 CITY OF TIGARD OREGON February 1, 1991 Jim Severson 2.9404 SW Heater Road Sherwood, OF 97140 RE: Traffic Impact Fee for proposed office/warehouse to be located at 8250 SW Hunziker Road Dear Mr. Severson: Enclosed please find a ropy of the worksheet used to calculate the Traffic Impact Fee for the office/warehouse you wish to construct . Since you have chosen to pay the 'Traffic Impact Fee by cash or check, the amount calculated is due when you pick up your building permit . You may appeal this decision to the Washington County Hearings Officer. An appeal. must be filed by February 19, 1990 at 3 : 30 p.m. . The appeal. must be accepted by the City of Tigard Recorder. If you have any questions or if I can be of further assistance please contact me at 639-4171 ext .390 . Sincerel Vi voodwin Permit Coordinator cc: Centrex Construction Building and Planning Files 13125 SW Hall Blvd.P.n,Box 23397,llgard,Oregon 97223 (503)6,19-4171 — — INSTALL AFION OF GLASS BIM.I(StUARE ANI)MAINVENANCE_ 80-31 134.2 Fice Lock Angles. 14-2.3 (concrete masonry lintels fur 7�4-in.by 7�4-in.(197- mm by 197-mm)blocks shall be provided with 21/2-in. (63.5- 134.2.1 Fire lock angles shall be designed to told the ven. mm)deep gro rives.ll'e blocks-hall extend 142 in.(38.1 mm) tilator in the Ica!-ae as the assembly expands under exposure into the groove, with glass or mineral wool in the remain- to fire. ing space,and with each horizontal row of blocks reinforced for the full Icngth with Nos.9 and 14 AWG galvanized wire 13-4.2.2 When the window is provided with fire lock angles, mesh,except between the top two rows. the fire kok angles shall be so adjusted that they pass one another with a minimum of clearance. 14-2.4 Concrete masonry lintels for the 04-in. by 5- On. (146.1-mm) by 146.1-mm) blocks shall be provided with 2Ys-in.(60.3-mm)deep grooves''lie blocks shall extend 144 134.3 Installation of the Glazing Material. in.(31.8 mm)into the groove,with glass or mineral wool in 134.3.1 The clearance between the edges of the glazing the remaining space and with the first and each fourth hor- material and the frame shall not exceed 1/s in. {3.18 rum). iow trithe length with sAG galanled wire mesh,exceptbetweentla top ts.worw 134.3.2 Wire clips,glazing angle clips,continuous glazing 14-2.5 The ambo of brick or concrete for the 71f4-in. by channels,or continuous glaring angles shall be used to retain 7yc-in. (197-mm by 197-mm)blocks shall be provided with the glazing material.When wire clips or glazing angle clips 21/2-in.(63.5-mm)deep grooves.The blocks shall extend 142 are used for glazing the window, one wire clip or glazing angle clip shall be installed in each mounting hole.When con- or).(38.1 inin)into the groove,with glass or mineral wool in tinuous glazing angles or channels are used,a screw or screw the rernaining spaces in lite grooves to provide for expan- and nut shall be.installed in each mounting hole. sion of the glass panel 134.3.3 Wire glass shall be well imbedded in putty,and all 14.2.6 "111(. iambs of brick or concrete (or the 5N,I-in. by exposed joints between the frame and theg lass shall be sut'ck 5Y4-in.(146.1-mm by 146.1-mm)blocks shall be provided with Tin. (50.8-inn')deep grooves.The blocks shall extend 11/4 and pointed. Other glazing materials shall be installed in in (3 1.75 mot)into the grooves,with l glass or mineral woo accordance with their individual listing. in the remaining spaces in the grooves to provide for expan- sion (of the glass panel. 13-5 Closing Devices. All fire windows shall be of a fixed type or shall be automatic closing. The automatic closing 14-2.7 sills shall be made of concrete and coated with an device may be an integral part of the assembly or a separate asphalt cnnol5iorr v) provide firr expansion and movement system,such as weights suspended by ropes,wire cables,or of the panel. chains over pulleys,so arranged that operation of the auto- 14-2.8 Exterior jamb and lintel edges shah be caulked with matic fire detector will permit the ventilator to close. waterproofing mastic. Chapter 14 installation of Glass Blocks Chapter 15 Care and Maintenance 14-1 Classification. 15-1' General. 14-1.1 Only labeled glass blocks shall he used. 15-1.I When a door or window opening is no longer to le 14-1.2 Glass blocks shall be permitted for the protection of used, the opt-ring shall be filled will' construction cquiva- exterior openings not exceeding 120 sq ft 0 1 15 in')in area lent to that of the wall. with neither the width nor height exceeding 12 ft(3.66 tit). 15-1.2 Doors, shutters, and windows shall be operable at 14-1.3 (:Liss blxks shall Ix•of two sizes: 51'4 in.(146.05 mm) all limes.'Ilrey shall be kept closed and latched or arranged square or 724 in. (197 mot) square by 37/N in. (98.43 mm) for automatic closing. thick 15.1.3 When it is necessary to replace lire doors,shutters. windows or their frames,hardware,and(hmlig uttiita"M11%. 14-2 Installation. replacements shall meet the requirements lir lire 1-0111011 and be installed as required firr new installati)ns elsev.here 14-2.1 l he mortar for installing glass blocks shall consist in this standard. of one part pxttland cement,one part hydrated lime and four 15.1.4 Repairs shzll le made and defects that may inter- parts No. I screened torpedo sand by volume. fere with operation shall boo corrected immediately. 14-2.2 Steel lintels shall be made of 3-in.by 3-in.(76.2-mm by 76.2-mm)steel angles,cut to provide 11/4-in.(31.8-mm) 15-2 Specific Requirements. clearance at each jamb secured to the structural stcpl of the building with Vit-in.(0.38-mm)bolts,provided with heavy gal- I5-2.1• Inspections. vanized washers in 2-in. (50.8-mm)slotted holes spaced 12 in.(305 mm)ori,center.The blocks shall extend I�lj in.(41.3 15-2,1.1• Hardware sh,Al be examined ficquemly and any n'm)into the groove,with glass or mineral wool for ex.pan- plrts found to be inoperative shall be replaced immediately. sion in the remaining spaces formed by the angles and tach huiizontal row of blocks reinforced with Nos.9 and 14 AWG 15-2.1-2 'Iinclad and Kalametin doors shall he inspected reg ptalvatized wire mesh for the full length. ularl' fill dry rot. 19W Edition • For use In connection with automatic closing tleviaes for doors.windows,and other automatic de• glee,with the 2 In lop cut to provide 1,1/2 In. alearence at each r' vices requiring fusible links where loads do not exceed the above ratings steel of the building with 3/1 In,bolls provided withheevy palvenis Jim the 2•in, angle leg)spaced 12 In. O.C. The block.shall extend I 8 R PRODUCTS INC, AVONDALE PA 19311 R6206 (N) end each successive third horizontal row.hall be reinforced with th , Model ITL If In the 133 F fampareture resin to,loads from 1 to 10 Iba.Incl Concrete masonry finials for the 7.3/4 by 7.3/4 by 3.7/1 In.blo t 0 In. deep grooves. with the block. extending 1 In. into the Brody Model TL In the 133 F temperature rating for loads from 2 to 40 lbs.incl. ohall be relnfor ed with the wire mash,exempt between the two top The iambs for the 74/4 by 7.3/4 by 3.7/1 In, blocks shall be b R STAR SPRINKLER CORP, MILWAUKEE WI 53201 R7029 (N) In.deep grooves with the block.extending 1.1/4 In Into the graffiti, Stu,Model A, In the 138. 158, 21I, 280 5C and 300 F temperature ratings nor loads from 5 it to 50 The Incl VEGLA VEREINIOTE OLASWERKE GMBH, D•5100 For rasa in connection with automatic closing Am,ices for doors windows and other sirtbriiahc de. FED REP GERMANY vices requiring fusible links where loads do not a+coed above ratings Site 7.3/4 by 7.3/4 In. face dimensions, 3.7/8 in. thick pette Cloud;told with 1/4 In,horizontal and vertical mortar joints;manor mens, 1/2 pert porllend cement and 2.1/4 to 3 porta screened ole GLASS BLOCKS (KCJU) °me TM horltontol rows of blocks shall be reinforced with No.0 peep x Glass blocks arm Classified for a 3/4 hr fire exposure for Installation In openings not exceeding Infording for the full length.Every third row shall be reinforced with c 120 aq it in gree nor 12 it In width or height, unless otherwise noted in the Individual Classifies. Mineral wool shell be used to fill the spaces remslning In the II fi tions for Cloosificat one of Fire Resistant Giaziny Mattrlal(CCET)used in the construction of interior for expansion end movement ne specified below. lira rasbtenee nod vdU end paniom see the Fire Rosnfance Directory ISXUV) No. 20 gauge panel anchors shall be placed within the expando e Glass blocks are cosigned for the protection of opening.In masonry walls against lire when In. tally to coincide with the panel reinforcing.The panel anchors shell f .tailed in accordant i with the Instructions in the N.tional Fire Protection Association Standard Montfort jamb with 2 steel expansion shelf anchors,3/0 in.In diem Fire Doors and Windows,NFPA No.10,and as opecifieti in the individual Classification. Exterior jamb and lintel edges see to be caulked with waorprooli o Authorities having jurisdiction should be consulted before Installation. Sills for the blocks shall bo made of concrete,coated with on a The basic standard used to Investigate products in in a Category is UL9. "fire Testa of Window pension and movement. h' Assemblies Steel finials for the 7.3/4 by 1.3/4 by 3.7/8 In,blo:ks shell be 3 to provide 1.1/4 Inclearance at each jamb secured to the struelu LOOK FOR CLASSIFICATION WMKING ON PRODUCT In,bolts provided with heavy galvanised washers Is 2 Indotted hot The Classification Makin o1 UnderwroarR Laboratorioe Inc (shown below)on We product or car• shah extend for In.Into Iby groove. Marking P The jamb.for the 7.3/1 by 7.3/4 by 3.1/3 In blocks.hell be b r, ton is the only mathad provided by Under-iters Laboreloi.as Ine to identify products produced un- 1/4 In deep grooves with the blocks extending 1.1/2 In.Into the B der its Cfespfiteiion and Follow Up So-ce 03LASS BLOCKS CLASSIFIED PY WESTERWALD AG, 5432 WIRGES FED REP GER UNDERWRITERS LABGRATOIIES INC Slte 7.3/4 by 7.3/4 Infees dimensions,3.7/8 inthick patterns AS TO ' HR FIRE RATING ONLY Ish;laid with 1/4 In.horitontsl end v.nlest mortar joints;monist '3%4. 1 or 11;2 menti 1/2 pan contend cement and 2.1/4 to 3 pans screened cls ume. C J WECK GMBH U CO, 7887 WEHR•OFLINGEN FED REP R11679 IN) The horliontel rows of blocks shall be reinforced with No.8 gnu B F GERMANY Inforcinp for the full length.Every third row shall be reinforced with Mineral wool.hell be used to fill the spaces remaining In the II Site 7.3/4 In 1171 mml square by 3-7/9 in 198.43 mm)thick,n penerns Clarity.Spray, >(RiU.Nu. for expansion end movement as specified below. r bio and Aktls;classified far a 3/4 hrvfire exposure for Installation In openings mint exceeding 120 aq No. 20 gauge panel snchore shall be placed within the expondo It In has norvt2 ft in width or height. The Clarity. Spray,%•Alb, Nubia and Aktn patterns may be telly to coincide with the panel reinforcing The panel anchors shot provided In tinted colors masonry jamb with 2 steal expentlon shell anchors,3/8 In In dlsm Site 7.3/4 In. (107 mm)equate by 3.7/8 in (91.43 mm)thick in pauerrit Clarity/50. Nubio/00 Exterior jamb and Ilnul edges are to be caulked with waterprooll and Fontenot,classified for a 1 hr fire exposure for Installation in openinbs not ii cseding 100 sq It Sills for the blocks shell be made of concrete.coated with on e in area not 10 ft in width or height pension and movement. Six@ 5.3/4 In 1140 moll square by 3-7/8 in 198 43 mm)thick In pattern Clenty/90 classified for a Steel Ilntele for the 7.3/4 by 7.3/4 by 3.7/8 In.blocks shall be 3 t 1.1/2 hr fire exposure for Installation In openings not exceeding 100 ad It in area nor 10 It in width to provide 1.1/4 In.aleersnee at each jamb secured to the struclu b or height. Inbolts provided with heavy galvanized washers I7 2 Inslotted hot The glass blocks are laid with 1/4 In. horsontal and vertical mortar joints, mortar consisting of shall extend 1.1/2 In Into the oroove. f ono pan pontend cement,one pan hydrated lime and four pans No 1 screened c1nen.sharp mind The jambs for the 74/4 by 1.3/4 by 3.7/8 In blocks shall be b tr by volume. 1/4 Indeep grooves with the blocks extending 1.1/2 In.Into the g 3 Steal finials shall be made of 3 In.by 3 in 170.2 mm by 70.2 mm)steal angles,cut to provide 1- 1/4 In 13 8mm)cfasranes at each jamb secured to the structural deal of the building with 3/0 in a (9 3 mm)bolte,provided with heavy gafvenited washers in 2 In.ISO I mml slotted hobs spaced 12 In.(305 mm)on center The block shall extend 15/1 in (11.3 mm)Into the groove,with gloss or w mineral wool for expartsion In the •emainirio xpedes formed by the angle. Each horizontal row of GLAZING MATERIALS 11i bli: i::shell be rainforeeC with Not.9 by 14 AWG gahsmted wire mesh lift the full length. n Ccnr are masonry finials shall be provided with 2.1/2 in. 1835 mm) deep groove•. The blocks This category covers glazing materials for use In fire ,vindows, r shall extend 1.1/2 in.138 1 mm)Into the groove,with plass or mineral wool in the remaining spice (with Ifensom@)end side 11 hip which are provided,at the factory, u E. ch horitontel row of blocks shall be reinforced for the full length with Nos 9 by 14 AWG geive Ing For Cfasaiflestlofts of Fin Resistant Glazing Materiel(CCET1 u e oiled wire mash.except between the trip two rows fire redetanco rated walls and partitions see the Fire Reelstenee Dlr s The iambs of brwk or concrete Shall be provided with 2A/2 in 103 5 mm) deep grooves The The Gleting Motorist is usually provided by other then the lire d bloci'.e shall extend 1.1/2 In.(38.1 mml Into the grooves with plass or mineral wool in the remaining frame menufacturu. The pissing materiel is normally Inatelled on a sosaas in the grooves to provide for expansion of the glees block panel or window frame Is Installed In the building. t Sills shell be made o1 concrete end cooled with an asphalt emulsion to provide for expansion and The maximum site of exposed erne for on Individual Blame fight a t movement of the panel with no dimenslon of nopo ed gloss greeter then 54 In. Exterior lamb and lintel edges shall be cariiked with wrierproofinB mastic The groove formed In the framing member used for retaining minimum depth as shown in the following tabulation. PITTSBURGH CORNING CORP, PITTSBURGH PA 15239 R2556 IN) l4as1""In 3 Site 7.3/4 by 74/4 In lace dimensions, 3 7//in thick in patterns Decors.Decors Lx,Esser,Is Area of Imposed Clue,4 M. s sex AA,Essa1 sit.Vue,Argue;laid with 1/4 in herltonlal end vertical mortar joints,mortar crneis4 100 @ Ing of one can Portland come it,one can hydrated lime,and lour pane No t screened clean.sharp 300 sand by olum, 000n The hor,rontal rows of blocke shell be reinforced with Nos 8 to 10 by 12 to IS gauge gat.,anilod 1298 win moth for the full length as apseified below The basic standard used to tnvestigaw products in this category r GIeW or mineral wool Shall be used to fill the rs,nslmng spaces in the lintel and lamb grooves in Assemblies" , r p:a,ide for expansion so specified bolow LOOK FOR CLASSIFICATION MARKIN l Exterior lamb and lintel edges are to be caulked with waterproofing msetic. Sills for the blocks shell be meds of concrete,coated with an nophalt•mullion,to pfovido to,e, The Classification Marking of Underwriters Laboratories IMC.(Sh ^ pension and movement only mothaid provided by Underwriters Laboratories Ina. to Ident t Steel Ilnteit for the 7.3/4 by 7J/4 by 3 7/1 In blocks shall be 2•by 2.1/3 by 1/s instool on bean produced under its Classification end Fo:IVw•up Service. LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRO Tar t� ws Ita� •� R� kilo In connection with sutomstic closing devices for door.'windows.and Other rutomatle d4 lea, wlln the 2 In Is cut to lan requiring fusible links where loads do not exceed he above ratings g p provide !•t f2 In. ciao'Inc at each Jamb poured 10 the structural t steel of the building with 3/9 In.bolts provided with heavy palvanited washers In 2 in,dotted holes (In the 2-In. angle lag)spaced 12 In 0C The blocks shall asload I In Into the grooves. The first PRODUCTS INC, AVONDALE PA 19311 88204 (N) end each successive third horizontal row shell be reinforced with the wire mesh. at ETL II In the 185 F temperature rating for loads from 2 to 40 Ibt incl Concrete masonry lintels for the 7.3/4 by 7.3/4 by 3.7/8 Inblocks shall be provided with 2.1/2. at TL In the 185 F temperature rating for loads from 2 10 40 The incl In. Carle grooves, with the blocks extending 1 In. Into the groove Each horizontal row of blocks shall be reinforced with the wire mesh,except between the two top row@. R SPRINKLER CORP, MILWAUKEE WI 63201 87028 (N) The Jambe for the 7.3/4 by 7.3/4 by 3.7/8 In blocks•hall be brick Or concrete provided with 2 :n.deep grooves with the blocks exlonding 1.1/4 In.Into the grooves. , Model A. In the 135. 155, 212. 288 380 and 500 F temperature feting. For loads from 3 The incl. VEOLA VEREINIOTE GLASWERKE GMBH, D•6100 AACHEN R12138 (N) vee In connection with automatic closing devices for doors windows and other automatic de- FED REP GERMANY requiring fusible links where lords do not exceed above ratings ales 7.3/4 by 7:/4 in, face dlmenelons, 3.7/8 In. thick patterns Type 'D••, Type "R+R•' and Cloud;laid with 1/4 In,horltontal slid vertical monar Joints;mortar consisting of t pan masonry ca- GLASS BLOCKS (KCJU) mard, 1/2 Pan ponland cement and 2.1/4 10 1 pans screamed clean,sharp fond aggregate by vol• time. o biccka m Classified for a 3/4 he fire exposure lot installation iri openings not exceeding In orcingrfor the full Ianpth.Every l of blocks htnhdell row shall bereinforced wreinforced ith gwith thetilme hire moan panel re- C It In atom nor 12 ft In width or height unless otherwise noted in the individual Classillett Mineral wool shell be used to fill the sPaOes remtdnJng In the lintel end limb grooves to provide For Classifications of Fire Resistant Glazing Material(CCM used in the construction of interior for expansion and movement at ipecllled below. 4f Nice rated walls and genions ase the Fire nevatence Directory!BXUv) No. 20 gauge panel anchors ei,all be placed within the expansion Joint,spaced 24 In.#part vomi- t block@ are designed for the Of0tertr^n o/Openings in masonry walls against lire when Io- tally 10 coincide with the Daniel to forcing The panel anchors shall to attached 10 the Inside of the In accordance with the instructioM in the National Fire Prolacrron Association Standard or masonry Jornb with 2 steel expansion shall anchors,3/9 In In dlameller,per anchor, or and Windows.NFPA No 80,end as specified in the Individual Classification, Interim jamb and lintel edges are to be caulked with weterpreofing mastic. Orities having Jurisdiction should be consulted before imeln:lotlon $114 for the blocks shall be made Of concrete.coated with an asphalt emulsion to provide fo. ex- braiC standard used to Invo lijote products In this cal#pgry is UL9. -Fite Teats of Window pansion end movement. blies Steel Ilnteb for the 1.3/4 by 7.3/4 by 3.7/8 inblocks shall be 3 by 3 by 1/4 In,steel angles,Cul LOOK FOR CLASSIFICATION MARKING ON PRODUCT in.Er Idolts 1 1 a In Cith h„rte of each Jamb secured to the•ffuCturel anal of the building with 3/8 .14asificspon Marking of Underwrnr Laboretona Inc Ishr,wn below)an the eroduct or cot r ggroovl�ed wtahan is I In.slotted hole @leased 12 in.O.C. .he blocks shell extend 1.1/2 In.Into the r he only method provided bi, Underwriters Laboratories Inc in 1d0,il N o,oducts Produced um The lambs for the 7.3/4 by 74/4 by 3.7/8 In blocks shell be brick or Concrete provided with 2. Class ficelion and Follow-up Service 1/4 In deep grooves with the blocks estending 1.1/2 In into the groove@ GLASS BLOCKS CLASSIFIED By WESTERWALD AG, 5432 WIRGES FED REP GERMANY 811088 (N) UNDERWRITERS HAS IRELABORATORIESRATGON INC` Site 7.3/4 by 74/4 In face dimensions,3.7/8 In thick patterns Clearvlew,Creserlbbed end Flom. AN TO ' Nq FIRE RATING ONLY J'4. t m 1�1 t2 Ish, laid with 1/4 in. horitontel and vertical meter jolnte: monar consisting of i part masonry Ce. ' ment, 1/2 part Portland cement end 2.1/4 to 3 pans emend clean,sharp land aggregate by vol• ( ) ums CK (PMBH U CO, 7867 WEHR•OFLINGEN FED REP R 11679N The horizontal rows of blocks shall be reinforced with No 8 gaup•palvani+ed wire meth ganef re• RMANY Inforcing lot the fun length Every third row shell be reinforced with the wire mesh. 4/1 In 0Q7 mm)square by 3.7/5 in 191 43 mm)thick in Patterns Clarity,Spray,X•Rib.Nu Minsrsl wool shall be used to fill the Spaces remaining In the lintel sad Jamb grooves to provide Akita C4esitid fpr a 3/4 hrvfire exposure for installation in openings not exceeding 120 sq for eapan94U and movement es hall be below. a nory12 h in width or height The Clarity, Spray. X•Rib, Nubia and Alvis patterns may be No. 20 gauge Penal Antnon shell ba pisced within the expansion Joint.sP@cod 24 In. apart vertb In jilted color rally 10 coincide with the panel reinforcing The panel anchors shell be attached to the Inside of the 3/4 in (197 motel square by 3.7,'$ in (98 43 mm)thick in masonry Jamb with 2 Steal expansion shall anchors,3/8 In In diameter,par anchor pngs.no C exceeding 0 Nu0 so of ERiefler Jamb and lintel edge@ are to he caulked with wentprocifing mastic .est.cle@aihd lure 1 he Ilse exposure for inslal4tio', in OOaninps not escfoding t00 sq h Or 10 It fen width ar height Sills for the blocks shall be made Of Concrete,coated with an asphale emulsion to provide for ex. •3/4 In (148 mm)square by 3 7/1 In (98 43 mm)thick m pattern Clerlty/90 cisaaifiad lm a pension Ind movemant fire exposure for Installation In openings not exceeding 100 Sq ft in area nor 1011 in width Seel IInt44 for the 7.314 by )dila DY 3.7/8 In blocks shall be 3 by 3 by I/4 Irt.I ang4s,tut I to provide 1.1/4 in.clearance of each Jamb secured t0 Ihs structural steel of the building with 3/8 ins b'ocks err• laid with 1/4 In hOrrtontal and vertical matter Tont,, mortar consisting of inbolts provided with hoe,y palvanlred washer 4 2 In slotted holes spaced 12 In.O.C.The blocks Ponlend cannot one pan hydrated lime and four pans No 1 screened clean, sharp land shall extend I1/2 In Into the proove • The Jambs fpr the 7.3/4 by 74/4 by 3.7/8 In blocks shall be brick or conceals provided with 2. wlals shat-be mads of 3 In.by 3 in 178 I men by 78 2 mm)Snit angles cut to Provide 1. 1/4 indeep grooves with the blocks extending 1.1/2 In Into the grooves 21 8 mm)Clearance at each jamb secured to the Structural sled Of she building with 3/9 In "Its provided with heavy galvanized washers in 2 In 150 8 mm1 slotted holes spaced 12 mm)on center The block Shall extend 1.518 in 14 3 mm)into the groove, with plass or wool for •xor ed in the remaining9by1spate@ land of the angles Fsch l horizontal row of GLAZING MATERIALS (KCMZ) Hall be rrinlorcetl with Nos 9 by 14 AWG galvanized win mesh for the lull length to mteonry Iintsl• shall be Provided with 2.1,2 in (83 5 mm) deep grooves The blocks This category coven 9141ing mSsr:sia for use )a flee windows firs doors slid fire door frames fid 1.1/2 let (39 1 mm)into the groove with 918/5 Of mineral wool In the re^t-ling space (wllh tlaneomel and Ude IIET)his which ere provided,of the factory.with sultatle frames for ouch gist. molll row of blocks shall i,lurcd for the lull length with Nos 9 by it aWG pelvs 4 Ing. For ClasalflcellonS of lir#Resistant Gleting Malarial(CCused In the construction of Interior a mash,except between itis tap c .w0 rowl lire resisnnce nisd walls and Part i lions see the Firs Resistance Directory(BXUV). b@ of brick m Concrete shear 0e provided with 2.1/2 in (83 5 mini deep grooves The The Glozing Material It usually provided by other then the fire door,fire door frame of fire window all extend 1•1!2 In (39 I mini into ire groove.with gloss or Mineral wool in the remaining remaining the grooves to provide far expansion of the glen block panel Ira window men ula,"If is The plating material It normally Inen111d on site alter the door fir door!rem# oil to made of concrete and coated with an asphalt emulsion 10 Provide for expansion end Or window Ireine is Inais140 In the building I of the panel The maximum size of noosed are@ for an Individual gloss light shall be n0 more the, 1298 to In r lamb And lintel Lieges shall be coWlied will wetaroroofie,g mastic with no dimantlon of•xpmd gloss piaster then 84 In The groove formed In the framing member road for retaining the glazing material shell hove a URGH CORNING CORP, PITTSBURGH PA 16239 82659 (N) minimum depth as shown in the fallowing tabulation Maxim Mlnlmwn Of" itis by 7.3/4 In tau dimensions.1/3.7/1 ri thick m paltvms Dacca o4COra LX.Essex.is A.to DI Espo ped Obas,9Q In Depth el 0rxre,tit, nsx LX.Vua.Argue.laid with 1/4 m horizontal and vertical mono tants. mortar consial100 #Port Portland cementone 112 , nn hydrated lime. end four porta No t screened clean sharp 1 8/9 assn' 500 111/is rtontal row@ of blocks Shen be reinforced with Noe 8 to 10 by 12 10 18 gauge galvanized 1288 3;4 for the full length as specified below The basic Standard vied to �nvesl•gste prpducle tin chi$ Category It UL 9 Fire Tsate of Window I mineral wool shall es used t0 fill the rlmainrng apat#t in the lintel and jamb grooves to An•nbhov r r amp•naion of specified below. Iamb and lintel edges are 10 be caulked with waterproofing manic LOOK FOR CLASSIFICATION MAR!(ING ON PRODUCT the Dlocko shah be mode Of COnerat8.Coaled with In esphslt emulti0n,to Provide fir ox The Classification Morkin r nd movement p o Undetwnlen Laboratories Inc (shown D4lnw)on the product is the Only method provided by Undarwriuro Lobe.tolones Inc to identify Dieting Matenale which have toil for the 7414 by 7 V4 by 3 7'8 in blocks shall be 2 by 2-1/2 by 1/4 In steel on. Dean produced under lis Classification and Follow-up Service LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRODUCT 1 I �3 ;yIx -- -: on ... ........... ................(7• „�.� .. nate: tj I I I �Enrff��X jk I IFT i 11�t-F -00 o-j PG�— �IgEp �!Af'rTE {-i-ANDIc,AP F'r��klrJ�, �.,Ic�rJ — -,\ �.lG•. �.IA _ I T I �,I 4 II 4-0 Cv,-D' -OI)Nr7 411 Tc- 14'•-O'� � 14�� I i 'I �i;�iF� ,-t5 t J P �„�, TPP -t�/ P,4'�I�� LoP�• . o r4 I �1f1� e� 114: ..�' :D►`�� r�. p I ""I r,t, p � !2'O 1 1, qp IY 1 11 _ .y _ r N—Lz— --=--- I z kIN Ip k� jjcgq� �. j —� -gyp IV ct Lit ! p OFFICIO WAREHOI 8250 S.W. HUNMER.60' 'I c. ZZ`` AN 91 ' 4 'CENTREX CONSTRUCTION ` Q ,•,;, TIGARD 10' . OREGON �; oI • f (+ TRUSS sora, 75•- CL:( I..0111PUTru.ri In LOAD WRF•ION iNC pf ASF . .11r O.n.�t.rw.vr.._`_- _. 1 •'� ��^•�/"�-� SPACED 14.0" G.1. ••�•"YY.SRh baV.r M.e-•.NMr•M.,�+niy.�,��•� t r -' �'•" ^^- - MmT•rT rb Rr^n•rn•n b•..Rr Y M/rnJ•«r..• T.V.�.5. n•Nnm p�r.. 3 Lt7'3D INn T.Or ger w.r.e.ne`...ro.,rr..e.•rrr.r..rtw.r.Mrl Lake,o19W9(10,CIFt Ll DL On TOv T CNI nA. . .34:,._tr•. Ans5�F ..Invr,t lrarw ,'„rrY.rMw•Yv U.B.G.Senderd25-77 TUT-11. i0"ll)Wit.25.1I36? 39 MLMER ra„cec.hqa.,e•nYMe,cln•n.,+ ...c.qy...q.- H....c•.r•.A... wiM..�t,vr FnAC[5 eWrtt e,p+./r Yw.i b•<.Y r•eur....n.re.w... I 0"Wity Monitored Fl7 1• -3•••12 A .. 7331 u I• _r, f Y T 'I (pUJ.a.aafJJ) cr_-li.ral..])trtoeo 770i''--VT" 4{..R.OM' 77.R..7)«• PF$c" .6' fT ♦•• --33L0 8111 Ir P. ?-,14 3 3083 A 3• .311 Muu 3•. C-4•4.0 73FEFT 1�i0 AlG,i -u1l65.m0•JoU-1. I te/s•t.nuhr•Av,.rn,.•.q)r•^,rw.rmrty.r,.•.l,rrM,a.,Me.,,erw,. ur•tr-Iwlbrui••rw«.tce•e..•eM1n ar..wg.rreew.rar•ee.,erw°rrr.�•r+•rn.•nq•,e+ ea•n+.n•.+•...rr..rw�r..M.n.«•+w�•r.•r•..«.s.r w«.....er..y.. •...,r. I i nr•e►..r o.cb•..Nn Fr.r....«rw 1•.0M••w•rr Wv a y.,.h r.r.e 1t.1•.s..e..w,..ti..a n•t%r•'P..r•r•e,.r,,wr.ww h.e... { ceo tut iill 1 C\) I ' I el hr....eu-.n �brlrY..•w-�•rr R«t.�.w'�yr',r.i� AL7[eNAY[3TLI[L (i-)) >W.epohec..r es P.,.r.alr.«rtl+..+..+3e 1•JI 0- � (2.a) a-2.Set.) to )S'-`• ur r.�4rc.•r.: �. 1 '� � H-� �• SILICC ° Orw to)6'-{" I.)" n•.N r.q�nr•t-n•,..,reu yte.ernrrtirare � r1 17e4) C-4.4.i to 77'.7" \ C- STLtC6 TL 1 \ C-T.3a7. to'-4r t r 1 1 NI«^ / 1 \•\ •fMUC MMtlt TCM Ce.v.p `�^ ~S ,• r.+. \� ° �r �tuwllan�Fseoisuueeaw ya110M�e I � x• °� � :.ted-...�e� $►X2TALIRt S►LILT ALT3tNATT.b►LICC(y•77 __ C-).Sel.t to 1-gr 43e .d r.; _'—r•-'n-.- MO S►LIC[ / to 7l•-e' t` r• 5.4.8 to 76-{ P)Se{.7 to)y'-0^ Cr2.3e2.6 to 19'-a'• b F• .SFLIC[ 7► O_){'-e« eM-►IR /`/E't�'y�\1e ,� ; 'UrRT.-) to 3{•_{« 0-11.4 to 16•_{.. �'j ]aTT /- (`kon. i C-=7J w U'-e" t J ase{•o ee 27•={^ S'U"ETAICAL AjB0UT C[NTE 1RWC FILE NO; CHORD 1 GR 1HE SCAN$NOT TML:)-7b-t-a7 ED BFLOW.LUMBER SMALL BE OF THE MINIMUM GAAOE AND SPEEE ATED per` BATE.itlt„ 511E 2^400= 225OF 210OF 1950F 1800E JGSJF WSOF SS OF nOF r2Pf FL REF.: I)-L OE&BY•sc ipPcHOR SS HF k 1 1•)1FD Je° _V h•-{,• ){•-e'• lei )e' V 36'-G*' k.,10.. )y-In" !7 r_6.. J41-10 � sE() STAMDAIID BOfTOttCHORO )ea - - �1 7•:Eq MEMBERS ?e a$!ANDARB OA STUD GRADE H'M Flq•Z.7 t N•M. '-• a•. )7._h^ 1� 2 E FIR OR Asti ON UESIGN 1 i.1 IL ,✓.A,ii:r_ a al.� 4,Y�'t'Wy$,pW -. .. '. INSPECTION NOTICE i t City of Tigard Bmi lding Department 13125 Bel Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Bu iness Phone: 639-4171 Inspections. G/�{f _ �-- � l � � �^/�C �(.,• Doting Plbg. Qnderelab Mech. Rough-in Appr/Sdwlk �--- nd. Plbq. Top Out Cas Line FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. •-Mach. Date Requested- TissePH Addrenas �� z el _ Builders- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:-- -- —��-------- - -- _ Date: Z �- / --- -APPROVED _ �- DISAPPROVED APPROVED SUB.T6CT TO AnOVF, Call Por Reinsp. CITY OF T11FA RD OREGON February 6, 1991 im:ss Langbehn Centrex Conatruction 12900 S.W. Pacific Highway Tigard, oR 97223 Project_: Retaining Wall, B[TP91-0033 8250 S.W. Hunaiker Street near Hr. Langbehn: Tile glnne for this project were reviewed for conformity with applicable to the codes, and is approved. If any ciangs or esubmit additions revised plane umhaowinq the submitted plans for the wall, p proposed changes. You may get the permit for this project at your convenience. If you have gi:estions, or if we may be of assistance, please contact us. Sincerely, I dner JimJaqua Plane Exam FAX (503)684-7297 13125 SW Nail Blvd,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171--- � '" ......,:�,c'riasLu.t.trrMe'sSae(tiat9lwtf.+tWWibttiag04J�f.IWW6iuEBS�' ".., ,. 10. Provide attic access. Attic ventilation does not appear to be adequate. See OSSC Sec. 3205. 11. A 4-foot high wainscot within 2-feet of water closets is not shown in toilet room details or specifications. OSSC Sec. 510(c) . Water resistant gypsum board is not allowed on ceilings. OSSC Sec. 4712. The number of corrections required .is such that we will require revised plans be submitted for this project. No permits will be issued until we have received and reviewed the revised plans. If you questions, or if we may be of assistance, please contact us. Sincerely, Jim .aqua Plans Examiner FAX (503)683-7297 cc: Bar.rent:.ne, Bates 6 Lee, AIA 200 North State Street Lake OE(4eyo, OR 97034 Truss-" Structures 7.100 V . Pacific Highway Woodburn, OR 97071 i� 1 F_ BUILDING P'E'RMIT CITy0 FTIFARDRD PERMIT #. . . . . . . . NUP 31-0033 1 COMMUNITY DEVELOPMENT DEPARTMENT oMeo1 r g2bgyFMIBlvd. PO.Ro797Tpu ,Orupo97223 (6D81t761 _.J --- - - -R STREET PARCEL: 2Si01BC_'02G` 1.lE 01)DRESS. . . : 82505�; f-i::it4 -'. - ZgNIlyGs I--L ;USD I V I S I ON. . . . : PARTITION PLAT 1990--41 t_.00K. . . . . . . . . . 1_[JT. -----_�-----__-1-_---_.___----- Ii-R' WALL CgN��TRUCT ION_._____ EXTER 1=L.l:�UR AF2EAc•__.__..__._........_ Ni S. Ery W: C�_15�31.JE: FIRST. . . . s s f r!_ASS OF WORK. :NEW �__.._._._____ 5 f PROTECT C1PEN1N65 . W: YF'E OF USE. . . :CO1vi SECOND- - • : f N: S. E THIRD. - - - * f ROOF CONST: FIRE RET'? : v�E OF CrONST. : IFH TO1`AL_-._.__-. n FANCY GRP, -M2' ,-f AREA SES'. RATED' C.C.0 BASEMENT- 1 s r)t":CUFrRNCY Lg6lD: C;ARAGE.. . aI OCCH SEP. RATEDs _��----- '.0 R. : `--''OR. : HT. :6 ft REQUIRED-_---------- ME 12? : FtEgD gE TBAC K5-- f t FIR R F)PKL.s SMOK DET. . : 3MT : sf LEFT, ft RGH'Ts HNDICF' ACC: �-;._OOR LOAD. . . • : �' ft REAR: f t FIR AL RM i7(Ji LLING UNI Ta: FRN"f s PRO (CORR: p>^RF�.ING: BEDRiY1 : BAV+3: IMF SUFtFArE: t�1ALUE'. fs 13000 wall at east pr�a�er^ty lime. {?µm er,Ns: Con titr•I.tct new 30VI ft by MiAx 6 ft r^etaininy FEES _... type amount by date recpL ' REX PnYM $ 64. 03 _TL.H 01 /30/91 0/91 F'PM'T 98. 50 5PCT 4. " PAYM 103. 43 JL.H Oa/06/91 REX CONSTRUC`t ION 00 Sw PACIFIC H i GHWf=!Y ''SARD OR 9"7223 $___ .1 6.7. 46 TOTAL_ )ne #. 684-0443 .#. . 41825 ____.___ REOUIRED INSPECTIONS Th�S pewit is issued ��bJect to the regulations contained in the Coot/Found InSp _ -P— — Tigan! Municipal Code, State of bre. SGPCIalt7 Lodes and all other Re i n F St e e 1. P Misc. Inspecttion aonlicabie lags. All Nark will be done in accordanc? with Final Inspect ion ------ - -- �ppreved pians. Tois Permit will evotre if work is not started -- within 180 days of :ss'.an". ar if work is suspended for mare �nar 180 days, --- __._ l-.mittee ted By : Call fat.. inspection - 639--4175 Y� I 1 I CITY OF TIGARD RECE_Ip•r OF PAYMENT RFI:-EIPT NO. CHECK AMOUNT y 101.111. 4.3 I Ii ll' CF:.IV'1 RLL CASH A01011NT' 0. 00 PAYMENT DATA 02/06/91 OUBD I V I S I ON c 8c rG1 W HUNZ1RI`` R PURPOSE OF PHYMUNT AMOUNT PAID PURPOSE OF PAYMENT OMQUNT Pwl1) E3►.JIl-C..iINA F� :f�M H1J 91. —� :,;� J8. 50 ST. BUILD P>_:R.._.._ _. 4. 93 RI- rAINI.NO WALL I" T Q C(=11.. AMMINT PAID ) 10... 4 ars as ■r %war W IF WALATIN VALLEY FIRE; & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Driee• P.O. Box 4755 • Beaverton, OR 07016• (503)5262469• FAX 526-2.438 �e February 5, 1991 Jim Severson 29404 S.W. Heater Road Sherwood, Oregon 97140 Re: Office/Warehouse 8250 S.W. Hunziker Road 6090-4-145-000 Dear Mr. Severson: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Coc'e (UMC') , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are not approved as submitted. Please address the following items and resubmit with correction for further review and approval . 1 . Fire Flow: The required flocs exceeds the allowable fire flow by 666 gallons. One of the following may be added to the building to reduce fire flow below the allowable 3,000 gallons: a. Two hour area separation wall . b. Fully sprinklered throughout. C. Central station supervised a_drm system. d. Upgrade type of construction. 2. West Wall Warehouse Section 8/4 and 2 4: The west wall of the warehouse is required to be of not less than one hour fire resistive construction as shown on the plan sheet of the set of plans. The two details for this wall does show one hour fire resistive assembly. Please revise as needed. Additionally, please show full construction details of fire resistive system to be used as well as the testing laboratory and number of the listing. Detailed drawings should include materials, fasteners, spacing of fasteners, etc. "WorkAnt"Smoke Detectors Sne eves Jim Severson February 5, 1991 Page 2 3 . Address Re uired: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 4 . Fire Extinguisher. Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less t-har_ (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Sec. 10.303 !*) 2AlOB:C - Light and Ordinary Hazard 4AlOB:C - Extra Hazard (**) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazdrd Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in Nat.iondl Fire Protection Association Standard 10-1 . 5. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must: be submitted to and approved by this office prior to installation. UAC Sec. 302 6. Mechanical Equipment Approval : A11 heat producing and electrical equi;,ment and appliances installed in conjunction with the constru, tion or occupancy of this project. must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency a,io installed in accordance with the testing agency's specifications. UMC Sec. 502 7. Hydrants are required within 250 feet of all portions of the building measured around the outside of the building along access roac;ways. If building is sprinklered, hydrants may be extended to 500 fret, however, a fire hydrant shall be placed within 70 feet of the .fire department connectirn. .w,r.n:wxirw6rtw+u��4eWML> .•!M'IA. NNKEG4 �%'rsF 1,'U'dAnNamxtwissiKwea�+;wwr.o.-,,..w. Jim Severson February .5, 1991 Page 3 8. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department isnuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 9. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Iarshal GB:kw cc: Tigard Building Department Centrex Construction, Inc. i 1 /ref:AHU ^/R \ 4- ................... F��.stat ....., ....: -FNO gyll•/.A. p\`�Q�e 4� / PARCEL 1 MOPTH e\ 61 / P/.649 So AC./ \9 by ti Q�a /5.750 Sf O FNn 6iN'/F hr��L7/� v? la rN 36 AC ce �......, � / �•\Q�SEc� 'O Aft_. F+PSAC�wT' To s5 P�ivere r 'fl r / e°. Gc fC p �E2TY uMN i n�,t.iJ•L R. !di E/.revenr rbr �•!- -- w�'•/s Ans'cnv /ogrrss,£y/rss,sro�r_ ►hF c� e1111Jege,JAn.eewerend! �� •°' t9 //rdYiry enseinem, itJ/ �9Cpl� \ \ F.vod/B•�de ` 37,669 S.F. a w/•L.se ,CAP �Q o.06 14C. � CEMTREX COWIIVZ: 12900 5 W PACIFIC HARP, OR ��• L EGEND ate' • S/d /R(dH'RUlxf FOUND AS NO/EO .• � o ,S/B^r 9J'/RO.V R.'%O SEJ•K1I'EL10IV PLAST/C m 'o /� ,�. UF'HARR'ED C%SRfE�JONES'C ASSOC. ' e S. NOTE ARE NO NAT/dNAL CEAOET7C L LGPl�EY uur�Te u..+vru/1�r!_Ue/F NbF n� I a �`Sco/i v o WILE C-rE - �5000 QSZ r; e�►R - �� k T MzKae)LX � y N r� PRO CEMTREX CONSTRUCTIl 129p0 S W. PACIFIC HWY ��At j TIGARD, OR 91223 1 � mml Imc- t4 u�x++ Z Llcaa tt/i C Lju.l t V ALU=- 3g Ca �437.3'3 eb d � �- f .•� _ ='gra_, � Jr/?;Fr?=_�3��1�(D,c�nc� ti �c�� ae�.�d��•� -• ' , + /,�q� �A�� 4:4 1-17s %i 17 sit- .�/'a�' --=`fir C�fl l •�.� a" '4=j ►,�.F; =�(�� ,,,�• , ��1TUttwt GoG'r�'� d ,CCI C(•1 c {l�G�•�Y 1 1i Iz.uaa K r- L�2 o.0'2 t� � ,�C.,13 a 4.� 1,S•i , 41 f I ¢ , DP+0 4, C361 12%0 S. R PACIFIC HVIY. i� ° rlca� , OR q7,)7,1v�N[20. r lit mul AI 1 T ti r ;S 4v \ 1 CENTAEX CONSTl9llMON E 12900 S. W. PACIFIC HWY. TIGARiD, OR P722'3 � � I� • II; RECEIPT I PT OF PAYMCNT p cE I PT NO. OF CHECK (-lM)UNT r,4. GA34-d 00 f)MCJUN'C' : LA. Nlkrv1. C;F:NTRE:X t;CINS'T'RIJC'fIf.)NPAYMENT DATE 1 DiaF7f ::c.; s. dr'9 SW PACIFIC ►IWY ql_IEaT)iUI :trIPJ -rIr,AE2D, ars 97223— s1MC1i1N"r r�'�a I LS PURPOSE t?F i�AY't�ENT AMMINT t"PID Pllf2E`'ME Of' r-F)YME.N f _-._.....__._ laF+C CY. I9 i pi I A I N I N(, WAt-L PLAN CHECK FEF ib 1 48C 101-0l AMOUNT' PAID 64. 03 _> w ;7..5', OP GtOCAP CITY OF TIGAP0 RE-CLIPT OF PAYMENT RECE I Pl NO. 24 CHECK AMOUNT 648. <)rA NAME CENTREX CONSTRUCTinN cA91A AMOUNT 0. 00 VAYMENT DATE ibl/li;�'.A/ti 12900 SW POGIFIC HWY sUBD I V I G I(IN TIGARD, OR 97-22-3- p'.UppoSE OF: J7,jCjyMf-'Nl' AMOLINT F'Al D i. 'uSF., OF PAYMENT AMOUNT FAIL? TIN VAI.A 247. 20 oll Cr4F-CK r-'E I--40C P089 401- 70 TLlnLA ()MOUNT PAID 648. 90 .., , - .. Ya'NII�IIMYrw4wronn ewYru� - ( I Building Permit No. COUNTYWIDE TRAFFIC IMPACT FEE Planning File No. PAYMENT OPTION FORM _ Tax Map& Lot No. Janaury 23, 1991 Date _Centrex Construction, In,:. Offices/Warehouse Project Name I realize that I must make a decision on payment of the Traffic Impact Fee (TIF) at this time. Therefore I request the following (Choose whichever option or options are applicable): L X� Cash or Check Credit Vouchei Bancroft or Installment Payments and/or I The Ordinance allows for deferral of payment of the TIF until issuance of the occupancy permit if the - TIF Is greater than$5,OuU.00. If the TIF meets this requirement, I also request this option. I under stand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at time of payment. Please be advised that TIF rates may increase up to six percent eacl►.July 1 st. This rate increase is nW subject to appeal. OWNE'A APPLICANT OWNER/APPLICANT CC: Building Permit File Payment option Notebook form tif02 IN¢PECT�ON NOTICE �� City of Tigard Building Departnent 13125 SII Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone)s 639-41775 Runineas Phone: 639-4171 Inepectlon: _ i —_��—�.----- Footing Plbg.rUndetalab Mech. Rough-in APP r/Sdwlk Found. Plbg. Top Out Cas Line FINAL- Poet/Beam Struct. San. Sewer Framing -Bldg. Pnat/Peam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Neth. Date Requestedi" Time: _ AN PN Address: armit #3 Builder' mossy -ir THE FOLLowrNo CORRECTIoNB ARE REQUIRED: Insplator:� � ��7 - Date:l_G lj N,�,__APPROVRD nISAPPROVED APPROVED SUBJECT TO ADOVE —Call For Reinsp. TEMPORARY CERTIFICATE CITYOFTIFARD OF OCCUPANCY CCn4YOFT041D PERMIT *. . . . . . . s SUP91----0034 COMMUNITY DEVELOPMENT DEPARliMENT 0224M 13125 SW HWI Blvd. P.O.Bot 2=7 TOW,OnIgon a=(503)8*4175 a DAT,' ISSUED: %i I I f-- AUL)RL611ii. . . : 8250 SW IAIJNZIKE.9 til' PARCEL _3101 HC t7Jc X00 SUBDIVISION. . . . s PARTITIO14 PLAT 1990--41 70NING: I--t_ BLOCK. . . . . . . . . . t LOI.. . . . . . . . . . . . . CLASS OF WORK. sNEW T'INE. OF UGE. . . i COM OCCUPANCY GRP. sB2 OCCUPANCY LOAD I48 TENANT NAME. . . r Remar'ks: TEMPORARY ULCUPANCY FOR A DAYS' FROM onn- OF issuANCE. C-onstriAct now 7000 sqft bldg W/Orif--hom- const. we%L wall. Conditional -.Approval . c-.qwrinklpr- 0arls to .'.Pe %uboitted. Owner: JPML3 SEVERSON 29404 SW HEATER ROAI) 73HERWOOD OR 97140 Clhone #t 684-0443 contractors CENT REX CONSTRUCTION 12900 SW PACIFIC HIG)HWA1' rTGARD OR 97P23 #1 684-044,.; 'leg Oc-clApalley of the above refer-&I-10ed t"Aildifig is hevehv pivera, and rertifirr the complianep with tyie Stater Of 0"ec yPec"Ity fOv- thO Yt-01Jr), oc-c-Apancy, mnf-I iA-,e uvider whi(J) the reforpriceLl '- ' ett was i%supcf. 4"* DE 'NT 'Pr Pr V,ARTlvlr 1-111-I)TNO INS -,CTOR 'U I, NG I C k$71, POST IN CON53PICAJOUS PLACE 3t3 Co rCIFIC Bt, M. NG SYSTEMS Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy - Woodburn, OR /97071 • 503-981-9581 CUSTOMER L�E'►.J 1-Q•1¢1( C ON SSC TRUSS "T" STRUCTURES, INC. Job No. STRUCTURAL CALCULATIONS 1 . Building - Load Data and Material Specifications 2. Building Plan 3. Girt and Purlin Data 4. Endwall Frame Design and Details l' 5. Bracing Design 6. Rigid Frame Design and Details l,9� 7. Reactions gf, r !c� no. J3432 Building Configuration Building Length = 90.00 ft. Building width = 60,00 ft, Bay Spacing = 30.00 !t, Left Eave Height = 18.00 ft. Left Rafter Slope = 4.00/12 Right Rafter Slope = -4.00/12 Right Eave Height = 13.00 ft. Oelign Loads Dead Load = 5.00 psf + Frame Weight Live Load = 25.00 psi !find Load = 80.00 mph exp. C Seismic = lone 26 Material Specifications Flange Plate Yield Strength = 50.00 ksi Wet. Plate Yinld Strength = 50.00 ksi F:A led shape Yieljl Strength = 50,00 ksi Cold-Formed Yield Strength 55.00 ksi Primary Framing Fasteners = A325 bolts Secondary Framing Fa_teners = Grade 5 bolts Recommended Anchor Bolts = A36 bolts Recommended Reinforcing = 40.00 ksi Recommended Concrete = 3000 psi Alk wable Soil Bearing = By Others Allowable Lateral Bearing = By ot:iers Allo-rable Sliding Resistance = By others na er wK■m am-&MOAKw PURUN5:1oz14Go. O 5'-Cr O/C BRIDGING O 3RD POINT FOR END BAYS. BRIDGING: O MID-POINTS O MIDSPAN 3/1P2 A E �a.S. / 1 Flou4 FIREWALL CA15LL I >(r --el 3-r -_ 3 Yr - -- i 10 ILI 14 , I I I < 1 IJ Ip I � I 30'-(r — ---- 30'-(f - - 90'-V OA O r � SCAAE wi .OI aqr nel v. w, c.eo .. .t Q Of d N K I O< S Q U U fl. a o' O/C FOR END HAYS. T" O MIDSPAN L Noun FIREWALL ni li � a � P.B.S. TO SUPPLY ROOF SHEET) h & 0 LYHAM1!s%@Y OTN ' oU �t I --rte 20'.-Cfo L �: 2 O r Z >6 S I I I 10, a 14'-1f 14'—If ' 2w 30471 J' u O ® L::N: G 0 0 ESA I I SBA I I 1 a b ELEVATION @ GRID LINE - A �CIRMAZ100- O Z_/e 0/C - o -- o 8" CMU WALL • fi /CBY o7Wf�S� - tt• to lw6A3lo Ifo CI4T-o" 14' $" 1t bRACL RoD 30'-Cr ---- -_��._ 30•- - — 3 4 2 _ELEVATION ® GRID LINE_ - A j SCALE : 1/R' 0 rn o � — N n O hi YCl) c c o LqLoCT o� mi Vmc L 3e g 4 sad t CL Z r < 0 d Fes\ co Ifo 14, a a ESA,, Cf, er cmu WALL (By OTHERS) SBA LJ ELEVATION @ GRID LINE Q av,%\ GIRTS:SC16Ga. 0 2'—(f0/C 6' 14_ T T CMU WALL A34, ROD 30*-(f ELEVATION @ GRID LINE Q SCALE : 11lr MW 0 ROOK Z r o N « m I M4 F11RU1 F S) u r� o (� a � 0 0 !/�T9E CYPSUY � ANG5/Ir nw'' MALLB�MO i \ MAtL5OMD�w/1JOONTS Irm RI.ML TME k SWOEO v _ — N J � v CT z -- - - �- -�_ - --- -- - r t--7�' m . --- — -- — — or is u som S/e. TYPE CP" wieo aD s/e. tYPE .i cr/v;uu'1i = 8 y MALLBO.ND PK .COL TAPE k SA11r PASF ANUF p 7 (,PSY o-T W c a e < 0RREWALL DEIAII_ A SIDPNALL_ Z � K R U � 10 1 ?S � e - u IMPI a 2 � /F P U Joe p o. -7 cL� ¢ �---- WWAU—�_ 4 a Wim N I kV 17 O 3 3 3 b Iv 13 /Ib f Nib I 31 A3ZS A3ZS Bou-C3 A3Z5 6oLTs " E►Jo Ft-. GA.� Pl.. /8 4 601.TS \A3ZS 601Ts T Lr --__E►ao PL. E.ND PL.. Loi .►Jo. 6p.s6 PL. I �` I I lam_ i„YI A.aZS 6o�Ts A3ZS 6o�z 5 C,AP Pl.. GAP PL. BAS= Column Rmac-i ores Maximum Vert ica: 4. B.'. Yl. j M��ximrtns �:�,rix„nta:l 3'.E <i a h.aximllm U� izt B. •-0 ,:: a •;�• Left flAnce t.-lickness •� r�r, �r�,=,� Left r--mce wir:t.-1 3. 4C.0 in. Right f:.anre t iic.*.ne�� 0. 2zslT ;gin. Riamt f:.2111Ca W C.:•1 we-.1 tilicxn"o2s• au ILI. ra�ttl'��r Cea'v W 7. 8Tzo 1n. . 73 in. c tam. A--ZE C. in. i.�YiC I". ..... x IS. 111. N' . J.,5 1n. _..•at':t� �'3L I• — . 73 in. Ci•911T, 3. v !•'�� G t',�T'CE'_ '� �a': F,rL W`0 :3'V d11 f dY'a �,1ra D EiC C_lT„t:�tlFl:l :1n, "'�!v ti�Wc"1].:e *5Gretzes foy 'vilL'3t•? f+'�rCet.5 W» :.. JL 7.tict ; a-sec LAY :./'3. BASE PLAT'Z J,--�ivit i 0. C%n I m n-,n R e-a a t 41 or.-5 2. Fa ki-.-j 13. 30 e n I a Lu r- 0 1 ait e -3 1, z(-:?!s Loft flan go t,14-c:-me--4s = 2'.".50 TI. Left f..ance wic:t:l = 4. 02 ?.OZ in. Riumt f lance t;1iCxtIeS!-:; = IZ. 31`3Z t r. Ric,nt flance wi%et'l = 4. 0.,1.00 3n. (*,ed triiaq.nolsls Z. Vemiev, ce-zr -i in. .J s a -', ID 6 :.n. )A . 5 irl. Use : 2' i5 ti. ciam. P-36 zo'.L-i!� Y - Cace 3. 5 in. (4) Bolt 'bass -j%ate Lse : 9 in. x 6 1,n. x . c:'; i ti. C'-'N C e 'L..T . 5 in. ii� 37. S, .n. Note for c!?s I,; -Ia--.: are DIV. &VI Ara 4; 110 vesu of a win,: l'-lac allOwa:31e Stresses ror be Lncreanc--c bv MOMEN'T CONNEC7101%; Pooliec -'viaxin--UM x 3.ill m i•-, "!,:sit :v e w.o 1))e V) 2!. S7 Z 'ZI E x a.3 v- "N emaer -040-�.f-o Sizes Left fletn,ce tfrj-4c�nLpssS,5 Z Loft f:.ance wictil 4. C,&I Z-O Richt flar-,Ta- tjjic-.c.n"T-S 4. Ci?i:Zva in. 7. 9c Z,Z in. End Connect -.orl use 75 ill. Left Flanckm- lAe'.6 4. Rip!it Flan7e Wel.c n. StancAt'r-' cnd Plaj,;e . -173 1 n. x we z "e ,.d ES x E A t.e n La 1; wITIc 106c, c!-D-Vainal-Cion. -le Tv i.7 7;:7,9 EASE Co:',umn Reaci _, ons Maximum vartic&.. Maximull Maximum u9li*7t M-3et' 0 ' 40;0 SIZe'S cert fIance t m i ck n ei,.s Left f:i.16om widt -1 5. e 5 0 1r, ice. Riollit flange 0. 3 3 lZ.0 i r., Ri/nt f 1 an':a %N i t"1 5. 2152¢ 15. WeD 8. 21232 !n. e'.3 t -1 6. %4T.0 n. L-se 9 in. :.k 6 3Ln- K . 5 in. Use a . -IS ir. clam. P-36 N, - Ca C,e 3. 5 !n. (4) b,:)!t =ase o*.at.? 7, Use : 9 in. x 6 4n. x . 375 in. Lise t 4 . 75 in. ciani. P-3;,: X caze 5. 5 in. 'A a n. fi_Nt,CeS taar are :)*V. an are t'lp resu.- t.3 of a winc. 11--lac le Tk Lo W a 3 forces ,:'V,CS W. :3e zncrease= L)v 7. 46,Z733.r_-,-D2 4 34322..:, BASE PL.A7E j,:'Int Z column I�eactiDn-s Maximum Vot:ical �raximuvo (eenlaer -:):: atm sizes Left f , anct- t:iic'oiess Left fiance wic.-n 3. 9 4 SIZ in. Richt flanue tmt-o.-moss m 0. ;=2150 IT,. Richt fiance '"Idt:1 w 3. 94 0 4.1 in. we;3 01". !700 -I r. Mom:3er cleat-1 7. STIZ,?: in. (2) !Irlse Use x S i n- x _n. 0 et t e U-se E* 7:) (4) o .ato L-B El t1. X 6 i tl- X YI- 0 0.':e Use . 73 in. diao-.. A-36 X - cace 3. 1- in. Y - c a-e .3, T, forces `,Iat llol ,.owec :,,,v Z.v,, are *,:.I,-! res u:*ts cf a wins -A! a' :owa a e E5t resse t_� �c)r t Ile'-we lorce 'le- increasec 'by 3. 9G3S69c_--,7,,l RE:8 e5/3eC Otic J. Z:i,;� 4 Reaction Eu mary Cum. it. 3 it. 6 Ot. 18 it. 13 Hot-it. i @.0 COO 0.00 e.N Vier•`.. 1 -4.78 -•9.53 -9.84 -4.81 Rota. 1 e." e.00 8.ea 0.pe orir. E 1.98 0.50 3.58 1.58 Vert. 2 -2.66 -5.85 -6.11 -22.53 !Rita. 2 0,ee e.ee 0.00 e.0 +�ariz, 3 ..E4 -22.24 Vert. 3 -2.86 -5.89 -&.01 -2.93 Ruta. 3 e.0e 0.0e e.03 e.2e :uriz. 4 Me e.to 0.ea e.Qe Vert. 4 1.e: :.9e 2l i'6 e4 lila. 4 e.re e.to e.Ce Me Rext*t Comolete EJE18 25I&K 4s J34HESD 8 S:1ear Stiffener £oac ino ------------------------------------------- --------------------------- Sec. hv. Lth, Loac Point avins Point Z�int bcint ?vint Point NO- E:e, (in) f,Jn,. .02 .01 at M .�4 .£° .2E .27 £8 ----------------------------------- C C Cels:? ail nVne I'eQl:l'eL c^ U3.E8 al r.une I ecuirec 5 r 265.PJ all rune recuirec E 2 101.tE all ncn-2 r•ecuirec 7 ^e 92.75 al: none reeuir•e- 5 c^ 'L87.64 all none recuire.. 10 2 274.Q,8 a" none re_uired 1p 2 x01.00 a:: r1me recuired "M 1Z43c��Dt Eac18 Eb/aa%" 4:1e Maximum K•ecative D. Vents and Reactions -- -_-_--_________ - ------------------------------------------ --- Reaction Dis3:acement oint Nvrizuntai Load Vertical Lvad Rotational Lvac Narizontai Loaa Vertical Load f��tak-ft) Load J (in) 03*- !in) Cam. (rac) Com. lkia) Corr (kia) Cum. (k-ft)- COIL--------------------- a, f.4TF2P 0 -0.P:1; ; -0.4'077 r 2.0080 8 0.0?0a 0 -0.0�1+r8 3 -:.E4 3 -4.72 0.2b y E 4 -0.0177 0.0£'84 1 5 a,a0dz $ -a.Q177 1 -a.025a ^c 6 0.000b 0 ar00Ra 0 -0.OKE 3 -d.3. 3 -bra4J3 -0.0684 4 0.b212 0 h -E..904 1 4 -ya.0EN 1 -Q.fA223 4 ar Cll� +2 -W.QED a : -MIR '4 ? -9.84 0.Pi 0 10 0.fabB Q a.Fbf+b 0 -0.F:14 3 - 1, -?.:L67 1 -OL.0114 1 -x.0178 1 = 0.QPo�2 f -0.P114 1 -Q.6177 c 7 - 1 0.00 a la ?.Q'bOb 2 b.OP`23 0 -braa48 -,-------------------------- J3432USD 7 c,ic:8 25/E2i: •4i:: ,aximum P'3itive N53idceriZn;S dlrC Reactions --Y___- -------------- -------------------------------------------------------------------Dace'rent R2dCtlan is3l ,oint Vertical Umd Rota;ivnal Lvac borizvnta: -,'ad Vertical Load Rotational Load �o. (in1 Carr. lin; Com. (r•ac) Com. (<'.3) G3m. (kia) Con, (k-ft)- Cox -- --------------- - 2.2123 C..WE 4 0. 2.fQ2Q 0 MIM 4 ie.PW 3 3 5.21.21 2 ^ .•[tQ 0 2,1377 Z :.48 c 4 0.0'28 0.2240 4 f.f2c1 4 g t.22ab a 2.224a 4 a.2 i 1.W 4 0.0 F 12'6 F.: .. 7 0.023& 4 c'.c65c 1 0.2x11 1 $ £.2426 4 Q.fi a f.QP84 3.56 ^c ME 4 :Q f,i2bl � i.cit2 f �.P:BE C +_1 2.0:77 4 3.22::7 4 0.0'2k5 t 12 4.2222 c P,i2:7 4 Z.W C. - :.S5 2 1.04 4 0.Qa 0 W i6 E518aC 4:2 :3432%SD 3 • Lead Combination no. c^ DL + llc^ LL + Load Case no. 1 X 1.33 + Loao Case no. E X 0.53 + Lead Case no, 3 X !.ii! Load Combination no. 3 : DL + 1/2 '-L •+ MALS -i + Lcad Case no. I X 1.03 + Load Case no. 2 X 0,53 + Load Casa no. 4 X 1.11 Load Combination no. 4 DL + UI 1=T -N + Load Ca3e roa. 1 X 1.30 + Load Case no. 3 X 1.E2 E1E18 ESIRZ 4:12 j3432DSD 4 Meaner Data : i----- initial End ------i---- Terminal Enc -- -- Sec. Left ;1:. Rivt Fig. beo Eec, �•ea:i Erac!nu Sec. .Jt. Jt. Cour. E it. Jt, Corr. E Ltt!. "hici �lidti T)ic'< Nidtl 'nick ins. Trm. Le`t Rin-c no. no. tvoe hut-. ver. C no. type hor. yer. C (=!) (in) (in) (in) (in) (in) enc eno a.c. 0.C. hvr Ont) (ft) hyr (ft) (f7) (in) (:n) (ft) (ft) E 2 Oil 1.ea 16.75 F 3 FSB'. 1.00 0.Ot) F it.73 0.2052 33.94 0.235►' 3.94 e.M? 7.89 7.85 8.20 8.70 3 1 011 1.ee 16.76 - 4 1111 1M OO E3.16 = 22.14 A0.2550 4.0 p0.'5(52 4.Oa MEN? 7.99 7.99 5.00 S.20 5 5 011 G2.ta C3 02 .75 F 6 . LL.?O MZ F 23.75 0,3313 5-ES O.,,..e'a S.E5 2.23N 8.:4 8.14 .6.33 16.33 6 4 1:1 E.02 23.7E F 7 !I1 38.03 25.43 F 8.43 e.MU 4,e? 0.E550 4.00 0.23ee 7.99 7.99 5.H 5.?a 7 7 111 3t.0 '6.43 F 8 !1! 37.33 E3.S6 F 7.73 0.E55? 4.00 0.25°e 4,N 0.23x:! 7,99 MS 5.20 5.£R 9 9 O!1 37.33 23.97 F 13 001 37.33 0.e3 F 23.97 e.3153 4.e1 0.32H 4.0: 0.E450 8.!1 8.il 8.►'a 8.ea !►� 8 11 i 37.33 E2,98 F 11 ill 59.etl 16.76 F 'E_E,84 e.E55'a 4.$►I 0.E558 4.08 e.E`s?t? M9 7.59 5.0 5.0 12 12 01! 59.02 16.75 F 13 RI 59.00 d.eR F 16.75 0.M' 3.94 0.EV50 3.94 e.172`1 7.89 7,89 8.02 6.e0 X MO 201.14 X 5.£0 EE5.14 X Me E87.8! X 12.00 E01.14 E?E:A 'S/Rte 4:12 J343E060 5 •aximum Com3ined S ress Rattus 'er: er Forces �evoer Stre_5es A!loma:'e Stre55es Unity clec'( 'VaX. Eec. Load Siear Axial. bendina S-ear Axial Bancir_ Axial. Evnt m c'mimnent3 Card W. CtlaT. Force Force Yo(cent Stress Etress Left R:cit Scre3s Left Rimlt Axial Pending Stress Na. (trio) (<i3) (k-ft) l<ssi ksi) ('si) (ks:) (x31) (ks'.) (Ksi) Le°t Ricit Rat 4,;, --------- "1 2 0.0'0 -2.78 -8.E6 2.V -Ml, .3.15 -13.:5 15.E6 36.e0 24.114 -2.£6 e,.37 -2.54 -e.61 3,01 1 e.74 C.E5 17.08 e.43 e.17 -E1.E4 2!.24 E7.20 E5.53 E7,32 8.£2 -0.83 0.79 -M3 5.e. 2 -0.52 -5.64 -5.93 4.29 -..f9 4.77 -4.77 7.S5 36.0 17.31 le.!4 0.13 -0.c^7 5.08 1 -3.29 _.13 16.7! -1.9: -3.29 E3.79 -22.79 15.31 27.83 '5,53 -B.OE 0.77 -2.8: -0,83 7.112 i 3.4E -!.15 -;8.09 E.01 -@.3: c','.EO -2i:.53 13.37 27.00 c"5.`3 -e,0E 0.P3 -0.88 -0.53 9.0! 2 -3.40 5.83 -2'.47 -a.e2 -11.34 22.F3 -N.E3 16.75 H.'T%8 23,S5 -1.?8 4.62 -ME -3.93 MH 1 -5.53 ..E° -:8.09 -v.Ec 0.49 E..52 -M.!tk E7,£a '7,41 c^^5.53 0.K-1 P.83 -0.8ill -0.P8 1E.O. E MO -2.64 -i.E6 ?.Oa -3.56 :3.15 -13.:5 15.66 36.00 E4.14 -e.ef, a.37 -•0.54 -a.6! JJYJL:..•, L Load Case no. 1 D:FD LOAD Load All Sections i r"jer Zelf Ieipnt Load Joint no, 1 s -8.88 kids Vertica: Load Joint no. 1 : -8.44 k-ft Xoxent Load Sec. no. 3 t -2.07 klf to -a,@7 k1f at WA.78 ceo. Load Sac. no. 6 -4,87 k1f to -a.47 k1f a: 5et.e8 ee_, Load Sec. no. 7 : -8.87 k1f to -a.a7 k:f at 92.241 ce . Load Sec. no. 14 : -4.87 kif to -t-VI k1f a: 9t.28 cel. Load Joint no. 11 s -2."8 Rids Vertica: Load Joint no. 11 8.24 '<-ft !'parent Lead Case no. a L:VE LUZ Load Join: no. 1 4.38 kips Vertical Load Joir: ro. 1 s -2.:9 k-ft Ne nt Load Sec, no. 3 . -8.36 R:f to -4.36 Rlf d: 5a,e te_ Lue Sec. no. 6 . -8.36 kl� to -a.3S k" at 52.22 ce^ Load Sec. no. 7 s ?.36 r1f to 4.26 ' a; SIM? ce:. 'oac £ac, no. IJ : -4.36 klf t') -a.3t t:F a; W"H ce:_. �aaa zoint no. 11 s -t1.28 k:ds Vertica: Load Joirt no. 11 t e.;9 k-ft rcmer`. Lca;. %ase r%:. 3 . i'�D =CAD ; PRESSURE Loac Etc. no. F : e.F4 k:f to MI ki f a: e.2i* ce:. Load Sec. no. 5 s e.E9 k1f to M9 ":f at 0.42 cec. lttie _oad starts at e.$a ft. and is cist. F:r 9.e2 ft.? Load Sec. no. 9 8.38 k1f t., ?.U1 t:f at U cec. Lowe Sec. rn:. :2 e.E4 x:f t: e.E4 <:fde:. _oad Case no. 4 S'.CTILIi Oad Ea--. n:. "c -0.15 k:f to -8.:9 k7 f at P.i^£ ce;. Load Etc, no, 5 : -8.1R klf to -8.16 kif a. 2.et cet. tt4e Load starts at e.e8 ft. and is dis`, for• 9.ee F:.? Lcad Sec. no, 9 : -0.19 kif to -2.19 k1f at Ma r.ec. _c•ac F.ec. no. :E -d.15 k:f to -0..5 k'' a: i.4° Cet. Load Case m. 5 s oU,D LORD ; L,:a.d Joint rc. i MI kim Vertices oad Joint n•d, 1 s e,18 k-f; Nwent Lode Etc. no. 3 : 0.Ea k:f to e.Ee klf at SMa de:. Loac £ec. no. 6 t e.£'a kif to 2,£d <,f at 9i*.Q8 cec, Loac Sec. m. 7 S Ma k1f to e.E@ k*f at Ea.88 ce- Load Sac. no. 18 : e.EL x1f to 2.c^8 k.f at 98.21 tea, Load Join mi. 1! : e.e: kiss Vertical Load Join no, !1 : 4.1$ k-ft "overt _rat Com�inations : Loac Ca:.dinaticr. r,-:, _ s JL LL 4 Lead Case rc. 1 k 1.2a 4 Load Case no. E X ;.et yF S 7Z 7 cl n el File &a.%v Frame Tit:e P"e,3811ec by ._:-!7-W pna,YSgs Cn. NualLvi, of Cvv- AS Genera` 1. vemier Casivtj rata E. Forces �0,1:e 1t3 and Stresses 3. D 1 �s:) dce-Verts and Reactions Structural 6,.eL.1 F!"ce Pate Yield St"!Ictl = 43,.M k_i deb Plate Yle-:L4 strenct'l ftC'Jlus of Elast;cty. ksi Coef. of Linear Ex5j'An3ion W�"l3 _ r t 5 7 9 CV Px 3 i/ 2 ry x k 3 3 0 3 3 6 in li3 NIL A57-5 E ct-T5 A3ZS BOLTS -�1,1 --_-LAP PL. %/d" , A3Z,S BOLTS �C.AP ri.. /s+�y4u A'SZS BOLTS r �b A3Z5 BOLTS PL. END PL.. CiOL, ►Jo. BASE PL. A37-5 B o LT S C.AP PL. GAP PL. BASE Yoint '..3 Ci-n•iumn Reaction% maximum VerticAl IY,aximmm 3. EZ k i-3 ar 5. 4 li) X iO U-3' i f L size'a Left f` anre tnic--cnM*B*m 41. EZ 5 0 Left f".a t)--:!0 W i d'v'"'I w S. 94T10 Rjollt flancee t'ilicxneSs 2 1213 Z i n. 1 Ricnt flange w4dtn 9400 in. Wena thic4.noss Mem OMT" CIM-1-171 13 i 375 i a t Lo 73 in. ;F'. 5 (4) Use 8 i r. x 6 in. x - 5 tj, se i. 75 .6c a.Wo- r-35 d X ra 11 n. e-3 e V4 e-c Uv a!i * at 0 • 10,ion "no tic com:3 na orcem W':fol t lei L3e increased UY Co umn Re cl n-s re"t-Aximum ve1-t.jCa.-. 5. ES ,14"Aximum ZjDnl;,j,- - ly,axim+.ij)l 3 5:E, Left f*�jqM17,0 (Z:. 3 Lwft f:,anve wiit.-, n. 4. ZOL n. Ri pht f-,anc-'s tri ia fness s 0. 3_a+ n. Ric-lt flange wic-c-j ww:3 thia�:tless 4. menloor YJ. F.'4 3;B -3ase a*.8te Usti : in. )< F- in. x - 375 L's e : . 75 in. cia,)j. p,-3f: (4) U'S C-j 5 in. x E in, x . 25 in. dace X T k-3 5. 5 in. yMarx 3. 5 e for fo.. U I t +,f a WinC - .,.Oaa La ,-%wa�3 - _e s'L -tor t issa ':)e i"c'-&a--lt;!c by ,yj 0 I*e!E.N-, C 7 1 t 1. 7. ZI, ietJ forces Maximum nerative moment Assos Axia�. fo? :e 2, is Py,a x i m A ill r.3•D-a i ve n*,,-,ill 0 n*,: a Z. 97 '-ri-a f'.- s "A%;e fo r V-<p IZrx.i o iR Maximum 5�aear 0. c., KiO -isizes 25512t in. Left -F!an.ce 4. OOT:121 in. L-11t f'. a 1' n,:w 0. L'53in. Riant oc IZ:71 it. in. We:j t--1icw�ne5s e.. 22ZZ :.r. 7. 95ZIIZ- i n- End ate COnnect ":'n Usea - . 75 1 n. Pi-3 E:5 bi--%- :-eft F'-.ange Welc 1.875 n. D. Rivmt Flan-10 Weld . , 675 in. D- F- Stanc.mrd End Plate 375 in. x 4 WeDE5 in. D. F. K :)wec oy an * are -N ac i n. ".,Me s In' ".� winc� loac com::iit )�,:wces s';reSS--=5 fckr set Ov ,t)e Incree'A i3073�6 I BASE :PI-ATF Joint E, Callumn Reaction� Maximum vertical Ofiaximu'll Hor i-ont a-' 3. 49 ki•:) * Maximum 4. 4Z :-t i z * size-5 Me Le-Ft f' mpe tnic -,tie5s 0. Left f-lance wictl 4. .0 100 in. 7 Richt flanse tllcKne-ss 0. 3.13 0 x n. Richt f lat"Ce wict-1 a 4. lbl kl Z. in. Wei 0. 245ZI. in. USN gin. h G in, 3-1,3 1.n. j:,a e USE- E - 715 in. c-tam. P-36 �.jo,tii N, - r a c e In. (4) F,D'J; o':.-A e USL,: -. 13 6 !.n. K . il 5 111. -Z I U r, 4 75 in. ciaii. P-36 oo..ts by an are re-st-ilt-E5 of a wind loat conlolral; lor, for t.l'd*5& ze i ncrealze(z /3. BASE lnLATE J-Dint r"DII.inin Reaction's I maxinivill Vertical 4. 7?j kio mex..l.mum 1-10v'ixonta; :3. c& kio Et X n5111\1 U-J' i f C 5• 3 0- ki-i oj�Rtle Sizes Left flance tmiCknf!513 EZ50 in. Left f'lanc-c widt'll flame t;I i C 4negS n. C;t 11 tlic;-Mess 7 ZT, n. O-elllSer COO`. 7. 8921 i n. oase ola--e Li.ae 0 in. x E an. K 375 e Use - . 2 - . l5 in. c i Ami. A-36 10" ts Y race - in. ,_-,awe 3la4 G in. in. X - c, in. Use 4 - . 75 in. cia;)!. A-36 Bolts X - 2ave 5- cao2e - 3. 5 it Note - forces tiles-, Are fol*-,owlad ny an are tme result3 cf a wine -Fle a,-. 9t-,eSTe3 fist- A' C [ )Lnn 1S��.iJ L�/GVY 4i 1�. '343E"ED 9 Reaction Summary Com. 3t. 3 it. 6 it. !a 3t. 13 Hot-it. 1 0.00 0.28 0.00 2.a8 Val t. 1 -4.78 -9.46 -9.85 -4.81 Rota. 1 0.00 0.013 0.as 8.ae horiz. 2 1.98 3.49 3.88 1.98 Vert. 2 -2.86 -5.78 -6.01 -2.93 Ro;a. c^ 0.Q0 0.00 0.00 0.to Horiz. 3 -:.24 -2.18 -2.24 -1.24 V+rrt. 3 -e.es -5.78 -6.01 -2.93 Rota. 3 0.02 0.08 0.80 0.20 roriz. 4 0.88 0.X20 0.00 $.0 Vert. 4 1.01 1.97 2.26 1.03 Rota. 4 0.30 Ma 0.Q8 0.4d Report Complete w +� E4 El 23/8t)C 4::c Shear Stiffener SoacirT ----------------------------------------------------------------------------------------- Sa_c. No. i.th. Lodti Point px)i 117 Print po111t -0 I t1- Point Porn: zine :hint �o:m No. E:e. !in) Com. .N. .til .tic .K; .N .es .06 .07 .i8 .8S ---------•------------------------------------------ E E 28 .N a.: none recuirec - 3 c" ^c65.68 a:: none reauir•ea g c E85.C8 a',: rotva rea4:reL 6 c i1li.'_6 a. none recuil•ec 7 E 92.76 a:i none reauirec c ^c E87.64 al'. none recuirea 2 E74.?8 a*. none recuirec lc P 22_.28 a;: none recuirec - --------------------------------------------------------------------------------.. r.�lr 1� G.7i 4VV k:.c J3'1'J:oD £ Y.aximum ".eoative D mlacea.Cnts and Reactions Dla3lacerent Reaction J�11nt Hovizontai Luc Vertical toad Rotational Loac hwiPJntal LVa6 Vertical Lou R,tdtvana� Load No, (in) C\.,a,. (in) Gcm. (rao) Com. Ni") CO.'r. (kio) Coat. (h-fc) Coat. 0,0028 0 -1.2111 1. -&0.34 i 4 E V.0024! e. -8.011; 1 -e.e077 _ 3 4.2080 0 ?.8080 -0.0,48 -1.E4 3 -4.78 1 8.00 0 4 -el M9 4 -0.KH -e.ee84 5 0.0003 8 -8,02J9 1 -3.8174 c E• 3, eez 0 e.UN 9 -0.e109 3 -c^ ':P• 3 -9.4; ?.e? d 7 -0.4927 1 -01.2685 4 0,121C13 t? B -e,169d 1 -P.F c3 1 -i�.M F2_2 1 -0.0182 E 060 $ -0.0114 3 -_..'4 -9.tij _ i.ii 95f• 1 -0.2114 1 -0.0177 t' -8,t.I 14 1 -2, V7 _ i3 d.00►0 80.0eUk ? -3.0;,48 3 £ EIB E5/82C 4:IC' ,-4 s :ECSD 7 raximu01 Positive M olacemzn:s anc Reactions ----------------------------------------------------------------------------------------------------•-------- Di3o acement Reaction Joint fUricontal Load Vertical Lvac Rc,ta:ional Wic hcrirmta_ -cIdc Vertical Loac R,te.t:onal Luc No. (in) C-,r, l_n) Com. (rad) CO.A. (•.0) Z-:m. (di,) Coh. k-ft) C•,a-,. 1 ------ d.0FF8 8 2.NES 4 0.0:£2 1 c e.F0J2 a 0'.00E£ 4 0.0"•48 3 3 e.e06e f C.ea?8 a 0.0077 E 1.98 2 1.0: 4 e.88 0 4 3.0835 1 C0946 4 ME, 4 5 MUNI a MOM 4 i.0129 3 6 lone 2.e810 8 0,2:74 E 3.49 E 1.S? 4 0.00 2 7 e..2237 4 0.E575 1 e,e?F: 8 2.048 4 F,U 1 4 0,P365 1 9 e.eF?0 0 MM-1 4 e.0114 3 i2 2.UO 0 0.0?t'3 0 0.0162 2 3.55 2,U k e.e4?4 4 0.e8V7 4 M?43- 4 1.' 8.400) 8 COM 4 M946 3 :3 t�.My e 9.0M 0 e.8x77 E :.98 :.L 4 e.tea e J 3•�3_.,cD J 6i'c1B E5/WX 4:12 + Loac Case no. 1 X I-ZZ + Load Case no. ^c X O.5'Z + Load Case na. 3 X 1.011 LUC' Conibi!Iation m0. 3 : DL + :2 L'_ , dLS # + LUG N3C n0- i X :.02 + Loaa Case no. 2 X 0.53 + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + 1'%F', # + Load Cass no. + Load Case ro. 5 X 1.03 J 3+::Ei'' 60E19 E3/6ZC 4:12 40.!ber Data -I----- Initial End ------)-- Terminal End ----! Sec. Left Fi.. Rint Fl_. Ue3 Sec. De-j"-.7, Bracin, Sec. Jt. 3t. Coor. E Jt. 1t. Cool., c Lm Tiic< 6ictn 7bier rtidth nice In:. -rm. _eft Richt no. rJ:. ty3e hot,. ver. C no. tyae hor. vel*- C (ft) (in) (in) (in) (in) end enc O.C. O.C. hvr lt (ft) hvr• (ft) (ft) (in) (in) (ft) lft? ft ---------------------------------------- c -c Cil 1.C8 -16.75 F 3 C21 1.110 0.00 F 16.75 e.1Z5d 3.94 C.2052 3.94 0.1720 7.89 7.89 8.$tl 8.00 3 1 Cil 1.C0 if...7E F 4 111 ELM 23.76 F E2,14 0.c55O 4.Or 0.^c55J 7.99 7.99 3-t? 5-V 5 5 011 cU...i? E3.73 F 6 021 EE.ell 0.et, F E3.73 MIN +.0: 0.3150 4.01 C.E45Z 8.:1 8.11 8-Oe 6.00 6 4 1111 e:' E2.716 23.76 r' 7 1111 3 .Qa 26.+11 F 6.43 kf.E553 L.OZ 2.2558e?, C.E W 7.99 MS 5.e0 5.R� 7 7 111 30.<< EE..43 F 6 111 37.33 £3.53 r 7,73 e.4550 ».iO 0.2350 +.,,Z C.13t0 7.99 7.9y 5.aa'• 5.fe 9 9 e'-i 37.33 E3.97 F 12 W 37.33 C.H. F 13.97 0.2150 ».2. C.3150s.i.1 X1.1450 8.1: 6.:1 Me a.V 37.33 ^c3.96 F 11 111 59.2il :6.76 F EE.84 e.-.5a ».CZ 0.255'2 4.20 MM 7.59 7.99 9.0 5,OZ 12 IE .;.1 59,08 16.73 F 13 eel 59M O.CO F 16.'15 0.=85x1 3.54 M1511 3.94 0.PHI 7.89 7.69 6.20 BIN X -E.2d 201.14 X 5.00 263.14 X 9.kla 267.8: X 12.00 E0:.14 J;;43c1SD 5 Ee:18 E5/6l »C ::E �axiasqm Co.rjinee Stress Ratios --------------------------`----------------------- 4eaner For e= "►reuer Stres_c eis R11oKab.e Szvmes ;;n:ty Cieck fax. Sec. Loac Shea+• Axial cerd.r•a Slear• Axial C'encine 9r,ia: Eencinc Cor:onents No, 0,3m. Force Force !'a.7ent Stress Stress Left Ri ht 5,re_s _eft ices Axial Belle inc Stress No. (ki,)1 6(1113) (k5l) ('%311) (1111*.si) (<si1 (ksi) O'siLeft Rint Rati,c ------------------------------------------------------------ - E.O1 2 e,Cts -^c.76 -6.c8 i'.C'D -0.96 Q. -13.15 i5.E5 26.to ^c4.14 -@.O6 0.37 -0.54 -t..6. 3.01 1 0.74 2.E5 117.09 &Q 0.27 -21.'K El.th E7.e0 15.53 E7.te O-N -0.83 2.79 -0.83 5.01 "c O.C2 -5.6£ -%0.7a e.CO -:.2d 15.79 c6.2a 15.99 -•0.28 0.6t -e. E -a.92 -:6.65 -1.9: -O.E9 P.7C -EC.76 :9.37 E7.0 25.33 -e.e2 0.77 -2.8: -8.E3 8.83 -a.69 7.C 3.4E -..15 -118.11 C.O: -e.31 E2.52 -E'_'.5=: :9.37 E7.00 E5.53 -O.H` r- t' -0.t1 -5.63 -21.47 -A.Ca -1.34 U.23 -%'L.23 :6.79 '6.0'a 15.59 -2.28 O.EE -0.66 -Z.54 111•,e2 1 -`.53 _.8` -18... -?,c-2 e.49 e .5' E2.52 27.CO 27.E2 E3.53 O.et e.8- -C.68 '8.18 $.2$ -e.96 13.:3 -12.:5 :5.60 36.1,M c4.114 -O.'a'6 0.27 0.34 -2.61 RE16 EVER 4:IE E ,,.oat Care no. 1 D:PD LCPD Load All Sectior.s : Yeaaer Self weiatit Load Joint no. 1 : -�t.0 kion Vertical Load Joint no. 1 -0.04 k-ft M,men. Load Sec. ino. 3 : -Z.07 klf to -a,07 kIf at 90.0t ceo, Load Sec. no. 6 -0.07 K f to -0.07 kV at 9a.30 ceg. Load Sea no. 7 -0.07 ,cif to -0.07 kif at 90.06 de;. Lou Sec. no. to -0.07 kif to -3.07 kif at 9e.ee tee. Load Joint no. 11 -0.08 kion Gpt•tical Load Joint no. 11 1 0.04 k-ft homent Loac Case no, 'c : LNE L-AD Load Joint ro). 1 : -2.38 kios Ver.ical Load Joint no. 1 : --?.19 "rft Moment Load Sec. no. 3 : -0.2& kif to -?.36 kif as SMA cej. Load Sec, no. 6 : -0.35 k:f to -1LA6 kif At 9'a.00 ce;. load Sec. no. 7 : -0.36 Of to -a.36 k:f at 9c1.0 oer. Load Sec, no. le ; -a.36 k.f to -2.36 kif at S..t? cel, Load Joint no. it ; -0.36 +tics Vertical Load Join: no. 11 0.19 k-ft Nmen: _ d Case roe, 3 WIND LOAD P"SSL•R oaE Leat Sec. i". E 0,E4 k:f to 0.24 kIf at MO ce;. Load Sec. no. 5 : 0,c^9 kif to 2.E9 ►if at 0.e0 cel. Load Sic, no. 9 : 0.3a k:f to 0.30 kif a- 3.@tit ce_. Load Sec. roe. 1E : M4 kif to O.E4 kit a: 21.0 cer. L�mc Case ro. 4 s WIND LOAD ; St1CTICN Load Sec. no, E : -0.15 kIF to -a.15 kIf at '&PO cv. .oae Sec. no. 5 : 4,16 k:f to -6.16 kif a: 2,00 cep. Lvad Sec. no. 9 s -0.19 kif to -0.19 kIf at 0.00 de:. Load Sec. no, 2 : -0.15 klf to -a,15 kIf at 0.0 ceg. Loac Case no. 5 WIND LM : UPLI;T Load Joirt no, 1 s ?.EI kits Ver:ica. Loac :o:nt no. 1 . 0.10 k-ft Moment Loaa Sec. no. 2 0.0 k:f to 0.20 k:f at 92'.N Load Sec. no. 6 e.EO (If to 2.E8 kif a. SMt ce., Load Sec. no. i 0.0 ,:f to MO kif at Met deg. Loan Sec. no. :a s 0.E3 klf to M1 kif at SOM ce_c. Load Join: no. if 0.21 <_zs Vertical Load,Joint no. it t -2.12 k-ft homent Load Combinations : L oat Combindtior iw. 1 Ir_ 4 LL Loac Ca?e no, 1 k :.N' + Load Case ro. E % ..►► Lcac CcOination no. E : DL 4 112 �_s Structut-es Inc. wcoc-*.btr n. Lj t-ei v-) ID 7-Tj 7 1 )f fil x. p-1 ez n 3 0 3—9 8 :3 C, A. Fire NdAw J24K'1-0 Zr.,,im3 Title UZA MWO 4: 2 :-emrec by execution Cations : Ana4sis Cn'y XQMber of Analy,315 Cycles = t Ruotrts Generated t. Llesion Data 2. Faeces v-pients and Stre=ses 3. Dis-3*,aCe)V, ,11.s and ;ucticns structural. steel : F'1;11,.,e Pate Yje:d Stj-r,)uth - 45.e8 psi r;Lmb Plate Yield Strer.7th . 45." kst Ykleulus of Elasticity a EMO ksi Cc-ef. of Linear E-Asmimim = 0.OUMS Purlin,Analysis for, J343LAPD Left Side Width = 30.00 ft, Left Side Slope = 4.00-12 Total Design Load = 30.00 psf Fired Purlin Spacing = 5.00 ft. Cave Purlin Spacing = 4.73 ft. L=ft End Satback = 0.92 ft. Fight End Setbacf: = 0,92 ft. ----- --------------------------------- Continuous Purlin: ------- --------------------------- ------ Eave Purl:n_ - ------ --- Left Side --- ------- L termediate ------- -- Right Side -- 1 Coeb. - Mazi=' - (:onb, Pay wend. Shear Lap Bend. Shear Def 1. Dist, Beid. Shear Lap c Unity Bend. Defl. Unity ft, Size k-ft kips in, k-ft kips in. ft, k-1t kips In. C Check Size k-ft in, Check ?.09 10Z14 -4106 1.7? 0 9r 97 -0.00 2.05 12.?0 4.•.5 -2.25 30 R 0.96 IOZ!4 S.SO 2.17 0.83 '0.00 10114 -7.9? I.07 JO 3.21, -0.00 0.33 15,00 -r.3? -..29 30 R 1.00 102.4 J.1 2,45 ''.38 :?.89 10114 -6.95 2.25 3C 9.91 0.00 ;.05 16,13 -Or OS -1.13 0 L 0.96 !0114 E. :.17 C 2 Reic6;11)t' AT ?i7'nra1T' �0(Z �'otH rM7 'PAy= jr MlD Ol-Al, rd 9.E6 57?-,;C) 1 X.C'7:: x • 4 PAGE 3.0 GIRT DESIGN Eased on U.B.C. Section 2311 Wind Speed ..................... Bo mph Exposure Factor ................ C Eave Height !8,00 ft. Importance Factor .............. 1.00 Building ....................... Closed Dynamic Wind Pressure (CeAsI)... 19,66 psf Miximu: Girt Spacing in 0-20 ft, Height Tone Pressure = 23.59 psf : Cq=1.2 Suction = 21.63 psf : Cj=l.1 Span - ft. 6116 Ulf 6114 81!2 10114 SQII2 Desigr. Criteria ----------------------------------------------------------------------------------------- 15.33 7,42 16.26 20.35 21,93 3'.92 52,72 Deflection, 6.77 10.52 14.12 19.99 19.99 30.14 Bending ----- ---------------------------------------------------------------------------------- 22,00 2,51 5.51 6.89 9.46 12,84 :1,95 Deflection 3.29 5.111 6.96 9,71 9.71 14.64 Bending --------------------------------------------------------- ------------------------------- 22.67 2,JO 5.03 W 6.30 S.:S 11.74 16.32 DefIe-tion. J.10 4.82 6.46 9.15 9.15 13.79 Bending ---------------------------------------------------------------------------------- 30,0!' 2.11 2.7, ?.73 !.06 M4 Deflection 2,7! 3.0 5.22 5.22 7.27 Bending ------------------•------ -....... ----------------------------------------------------- Allouable stress ircreasec by 1;J for wind, Allowable deflection = I./100 •I�, U SE Zit I I� ,a c,' o%- vw ar ILI 1a b n h b b_ b b I ° Lo I b b ' b b ^' in b CT GT I 6' CMU WALL (BY OTHERS) T' SaAJ--__ bU ELEVATION ® GRID- LINE - 1 4Br' 23'-(rT / ` GIRTS :9Z16GA. 9 / (TYP.) tn m W ENS LA5LT. 8 14'-O' 8 e 0 CA 15Lf 22•-(f y 15'-4- 22—T OD CC) ELEVATION ® GRID UNE - 1 SCALE Or ,•-7 --- m O 1 J — N r J rel z o a 7Cl -r m F.o. Sc u F.D u A i. STM DESCki5TI0r-j Cary, S L CT J m� U� G� i 8 00 A �c Y .7 U g CL a OnS a b b i i � I u0 a0 I 'n b b i e b I b CT GI CT CT I \/ CMU W (f - (H`/ OTHERS) ELEVATION ® GRID LINE -- 4 IZ 4 r-- je5)' G I RTS:811 toC�• I b � Crrfl)` Ln •— �CQ:c � V E R IF7 �RtiMIF1C� b i _ � �� r C p rn rnrrl Wr��,• 3 � � g CMU W LL �(HY OTHERS) ENS CA 15 ��• —��• CA6LE 15_4• 22'--d' 22'-ir - --- A ELEVATION @ GRID LINE -4 WitT qw AI- U O Cl � N I n N � I LJ H V W C7 m 7t e 8 Z i o J /CT CD maU n 8 it IL z . zz 08 a r a$ o \/F R If7 Fa�M�ac, COMMC� Wr+i.t F rf 7130 IL mil ^n n p LE V1 iL i r/L-1131 A�P ',O lt /O,00 - E rye A32.5 -N DOL-T!5- CGO L-. Gam,F' 3/�b 1� A325 - Po�T' 3/Ib ......... A 3G� C,O� �t`k-Nva 60L-T5 (r��.i ! .1ttl ��c:0117:.1 ?IlS Maximum Vertical c8. iS Y,aximunl Horizontal a 13. 1a kia PICA K.I.m+.1m U-zi f t 1"... 40 Ki x Member plate sixes s Left flange t'7icknesss w 0. 2500 in. Left (lance wictm B 5. + 000 in. Rigtit flance t,'nick.ne•ss IB. .7,730 in. niciIt f::ange wi.dttr 6. OZOe in. We a t:7 i s:-ness•s ILI. 1873 in. sy-a!maer ceath 2t. 4.1"Ll in. (e) So, V I3 a L'se 112' in. x 6 in. x . 625 in. plate Use 2-' - Y in. c i any. A-36 bolts Y - race 3. 5 in. (4) Bolt base Late U-se :'A in, x 6 in. x . 3 in. .O a e Use 4 - . 75 in. c i any. A-36 :30'_i s X -• rage - 5. 5 in. . Y - 2 e - 3. 5 in. Note . ftrrces tinat are followeC cv an * are the results of a wind frac c,znloir,ation. e all wable stresses for tnese fot,ces Will be inwreasec by !/3. . 2854.8 c skec-c ion "C". L 0 A:3,:3.1 1 V 6 forces Maximum n eo a lw i v e m o m en n E S. 4 f fr-Nrce :CI Maximum oosit ive moment 0. it'ILI K I j ft P-sso-siatee force 0. TI-, k.).'7 . re,a x i im u m s;-i e at ILA99 ni. 7 olA":;e sizes Left flamqct,iic,(nass 0 C3 !I Z in. Left; fiance wict'l 00'elt1, in. Ritzhlv- flanre 3752 in. R%c-hlv- flan-cem v4ict -I in. Wel t -iic;lness a '. 1 r,75 -yombet, M 3s. Smear slats connection Use 75 i n. c i am. A--3e5 bol t s Reinforcino -31ate 5 in. x 4 in. Welt C5 in. D. x 6 1n. Vix nx m i.t Im a,--a i,x ro^• c)l a t e t m i c,A ne ss n. End aLate connection �4 Use -. 4 - . 75 in. viam. A-325 F=lance Ooelt s . 1,973 in. D. F. stancarc enc -niat-a : . 375 in. x 6 in. Wei weld : . 1675 in. D. F. x 4 in. mOMENT CO'NNEC "IO ' Sect xon 00 y�aximum necaative nTr-�men:; 4. 4.6 kia f �h Asscl-siatea axial forcks 6. 50 Gia � '!ia it ).ve III 1JmeV-)t 34. 39 kir fC A�.a, siai e� axia , f7r C _ -1c. 42 ki 7 4. 21 i 7 YNn1i�G't• i_eft f'ante t -%ickness tip. c.ik.o n. i` f WiC•t1 J. t'L�uh�filLh it1. }kilt ! lanse ti•Iic ,nests a 0. c`.54LIZ1 3.n. Rii:.it f1anCP Widt'1 5. ill 0k'1D tn. � t -•r e We�� t •+ic�tness 21 .&�� zn. !"ems +r• r.eQt;1 End Plate Connection use : 6 - . 75 in. c.i am. A-325 00l t 5 _eft =lance Wein :25 in. D. F. wt anc er•� End �?4�t�- . f�25 i n. x 5 %n. Ool-'L Ana:'. Enc P:tate . :1 in. x 5. 75 in. Wei We1C . :.675 -Ln. D. h-. x 2 1n. ! nit• OV at, at•e t.•le cofw, a na t :on. al Icma'�'�er tr•esse5 for t -lest" forces W 11 00 inCre,1_=r�L J'✓ 1/3- 52 /3- 5c 1 Z6OE :: S. w 'A"Ook MUMEN- Section 3. 04 AMMIM forces : pwaximw nTat ive momen' s4" 48 f t axial Force 7- :8 win monen 24. 39 Kim p"yosiatwJ E. A.E k:�.3 "Ximum Sneer- 4. 21 Leto f1anye tMiC4rez- A - NEM �elpt; r`-'.ancv w-,dt,-IS. OZZO Rig"t flanye tlicxn,,, a 0. 25eb in. 5. 00,00 i n. WO 30. 1875 t n. -v:am:3-&t• 18 8 . 73 in. C l art, P-3Z,5 i7 1 is S -eft we:C . :.25 in. D. Rigiz FlOnTe weld . 7.875 1 n. U. Standard End Alate Nn, c 5 Dft'iona", F-tic P-ate x 7 5 We:) in, x 2' -cps L:iat e.rLp f011Owee by an are. results of a wine loac allowalle Stresses for tiese forces me Ti �-AU%C�-1 'Secton 1. 17.14 M-A K4*mum olo'llen'; a -60. wool -r.j rS axiAl force -28. 65 k.% it'aximmm oo-.s -e force if'A X MUM Sear„ 10. 99 Z I Z 1:-,5 '.7. 5. ez:--n, n. 7 S,2, 6. zlzlf'4 -:31ate ccinrectiorl S 73 i n. ev. t g Re i n fo rc 111 T C".4 t e S . 5 lt,. x 4 7.V1. -:3olts We' d x 1Eo 'Inc Use 75 in. A-32E5 FIAMe weld t - �uwanc a r c v nc 07 0.t 5 -L!j. Wei vl'L-L' d 875 in D. x 4 n. tla,: at-LA f0l:"O'Nec bv an Pro tle r e t-^3 L.N Coo ntrS,z-se--jje'L3e ze incre--lise�t ':)v 6i 1.22i6 e Prism, Col'..oln tones i ;Yl,aximum Vertical ki-3 V,axlmum Uolift 39 <.io 11e�lT L-je Y' t I Z'R! Left t;jjclwness n-, ; n. -e t f3Ar,c e w I.c t�1 5. 0000 1 R 0. 375,21 in. ,It t:lickness in. flance la-1 'S -.r.. Wel t;-i oase ate K Be E in. A . 6'r"_''- n r4-:3 6 t (4) La 11-se : m7: in. in. in. . 1 t s Lj 1�.t- - - - ,36I . 4 75 i n. T x 5. 5 i n. oy an ;rareNot e of a wing_: !!tresses • forces N . UC-:8-31 E51M 4,.'E ''343`"`2 K•eaction 5uvasary Cass. Jt. 1 Jt, it Hvrsz. 1 -13.12 13.122 Vert. 1 -28.1; -28.15 Rvta, 1 0.10 0.00 Foriz. 2 J.25 2.17 Vert. ^2 X1.39 5.61 Rota. 2 0.60 Me K.m.4.z. 3 10.35 E.17 vert. 3 :1.39 5.61 Huta. 3 0.00 0.06 Foriz. 4 5.0_ 7.50 vart. 4 0.;4 -5.64 R,4.-a. 4 P.& O.00 her: Z. 5X 7.`.l -5.64 Kota. 5 0.00 0.N F;ar•iZ. 6 -6.7, 12.97 Vert. E -19.63 -M52 Rota. E O.£0 0.43 F'.oriz, 7 ••E.71 12.57 vert. 7 :9.C3 -22, E nota. 7 21. Report Covo".ice 60C-18-30 E5/UC 4:12 J343 ^SD E Maximum kecat1w Disclacementz and Reaction:i ------------------- Disz,acemBnt Reaction Joint Horizontal Load ',ertical Load Rotational Load Horizonta: Load Vertica' Loac R�)tational Load ho. (in) Cort. (in) Coin. (rac) Cam. (kio) Com. (kio) Dim. (k-ft) Cum. £ -8.6651 1 -0.0853 ^L 0.0208 0 3 -O.E4E2 1 -T.0594 2 MM 0 i -0.6410 1 -2.288 e 0.Ulu 0 5 - 4424 ; -2.5747 E -x.2811 2 6 e.VNI 2 -1.8543 1 -2.e033 e 7 0.CM 0 -0.4932 ; --0.0380 1 a e.0x02 z C.ON't, 0 -0.eel: . e.0022 0 -a.U17 1 0.F2r� 1 2.0820 0 0,2$iJ 2 �.i";6-ciiO EIV' 4;.2 J34r,G ED 7 °axinuar Positive Disolacemen"s and Rractiorra Dis3lacemen: Reacs:on ,�:nt „VI';ZJntd: Load Vertical Cam Rotational Loa-, Eorizoncal Lead Ver"cal Loac ;�Jtat:ona'_ Lead (in) CIll. (rac) Coat. (tia) Coin, kio) Com. (i-ft) Cen. 8.2$23 0 2.0 2 2a 0 Z.2;1: 2 :ti.3 5 c 39 2 2.03 0 .. 1.3.3, C 2.0210 1 2.22145 4 3622 E 0.0e;s 3.2, 4 4 ti 1.3751 _ 0.a^LEi 0.2243 � 5 :.4,42E 2 Z.$sae 0 MON ; E 1.1832 2 0,5[.[6: £ A.2288 T 7 1.3914 4 2.5666 L 2.0231 L 6 1.E677 4 0.1381 4 0.2@47 S 1,E7'9 4 0.13583 4 2.6247 4 M874 4 O.U4 7 L 2 2.2202 a a 0.e0 e ear Stir-Fever S:a,i. c=:, No, Lth, Lead Point kiint Point P?inkOint Pi�irt Poin: Point ?pint Point E,e. (in) "'v- .ea ,0: .IE .P3 .04 H2E .e7 lee .e9 4 ;84,28 a'.'_ none recuirec 4 3 187.40 ; M E& 5 4 2.4.22 a:: Wore recuirec E 4 E.'sAM a:. none rc:uire, 7 3 127.44 68.88 ;ji4 184.18 a:: rune recuirec W-16-30 E5;68C 4:12 J343<0,:D 3 Load Case no. 1 X 1.0 + Load Case no. 2 X !.M + Load Case mi. 3 X 41.50 681:-18-211 E5;68C 4:12 J3432c6a 4 kems ev Data : t---- Initial End ------)---- Terminal End -----1 Eec. (_eft Flo. Riont Flo. Ueb sec. death Bracino Eec. R. A. Cour. E A. A. Cour. E Lth. Thick kidtn 7hic< Width Thic< Ini. Trm. '-e°% Richt no. no, type hor. ver. C no, type tier, ver. C (ft) lin) (in) (in.) (in) (in) ego ene 0.C. 0.C. hvl- (ft) (ftl hvr (ft) (ft) (in) (in) (ft) (ft) 1 1 001 E4 0 F F ill c.39 15.38 F 15.34 0.E580 5.23 0.3750 fr9 1. .00 - 0.1875 10.08 36.0+ 8.08 +.-e#- 4 4 111 3.30 16.64 F 5 111 11.53 220.i6 F 8.-5 e.E588 5.e0 0.E5?11 6.$0 0.1875 33,CO 18.0'8 b.90 5.00 5 5 111 11.53 'R.1 E ,: 6 111 38.20 E6.42 F 19.58 0.ESU Mi 0.2580 5.28 0.187-5 18.40 .5.0 5.e8 5.£8 6 6 111 38.00 E6.4= F 7 111 48.47 N.16 F 19.50 0.2500 5.00 8.25£e 5.02 0.1875 16.22 18.?a 5.0 5.1;0 7 7 ill 46.47 "28.16 F 8 111 56.74 16.64 F 8.95 8.:`.110 5.00 0.1540 6.00 0.1875 16.C0 31V 5.01) 5.0 111 12 111 57.6:. 15.38 F 11 001 58.76 e,0 F 15.34 P.CM 5.$11 0.3152 Me 0.1875 36.0A 10.08 8.?e 6,M 602-1 B-30 E5/501: A;112 J341700 5 Maximum Comained S:resa Ratios "Mber• F'3rces Nem_ler Stresses Aliowable Stresses Unity Clec=t `ax. Sec. Load 51ev- Axial berdirp 5iear Axial Dencinc Axid: Bending 0:m3onents Comb No. Cim. Force Force Moment Stress Stress Left R:v- Stress Left t.C7t Axial eendtnc J� L53 No. Ni.3) (clot lk-ft) (ksi) IkSO ("'(SO (<si) (:ai) ks;) (k30 :.eft nicht Ratio __-----------..--------- ---- --------- ------- - ---•---------------------- T64 - -2.ln� 2 8( 1 54 42,0 l% h---o,�l 0.72 -v.Bl -_-Iczio,R) 1.(01 1 10.C99 -28.65 -128.40 ,,E6- -2s83 11.0�8� =h5v 2.-i9 f1:,ws 4.N l -17.51 -21.42 -',65.85 -2.71 -2.3- 24.23 -23.4'6 2_.26 30.Ee 27.07 �'�. .1 0.61 -0.65 -2.SE 5.0+1 1 -11.90 -17.87 -40.N -3.63 -3.09 15.6. -:5.622 14.56 38.00 29.26 -0.£1 0.66 -0.68 -0.69 6.04 1 11.9e -17.67 -40.59 3.63 -3.09 15.62 -15.62 14.56 38.1111 MEE -0 2l 41.66 -0.68 -0.69 7.+03 1 11.5] -2:.4"2 -165.64 E.7: -22.32 24..',3 -23.K 21.E 30.88 ?7.117 -e.li 0.81 -0.85 -8.OP, 10.@0 1 -10.99 -%6.65 -166.41 -1.66 -22.63 LL.43 -16.54 14.75 30,PO 24.56 -0.:9 0.76 -2.77 -2.92 v�4u n� tY 62C-16-3$ c..1u 4: , Load Cases : Loaf Case No. 1 Dead Lose S 5,Q ` F ante '►.ei^_'�t _cad Case No. % : Live Load ■ r5•Z', Loac Case No. ' : Etre Lef; - 19.66 �sf ca 6l Nm. rember ro. co = 0.P for �Venaer r•�. - ca = e.is for Member no. 3 cq 13.5d far vei+ber no. 4 _,-ac Case No, 4 Hind Left = 19.6E ps' cc = 0,6IL for "e-:e+• mQ. cc _ -@,z8 for '!em''el. no. ? = ?Mfar t'fP.ltle: na• Lcad Cam�inatiors : Load Combi nat ion no. Load Case r 1. X 4 Load Case no. L10 .ac ' binat►on no, c : Di. W- •► Load Case ro, i X :.££• + :oat Case ro• 3 X �£ Loac Con;binatian w. .+ 01- •t WLL 11 + Loac Case IV- 1 X 1•£tl + Loa(', Case ro. 3 X - Z£ _oad Combination no. k G'_ 1/r L_ 4 Load Case no, i Loac Case no. 6 X 4 Load Case ro• X •£d �oac Cvn+binat:an na. 5 : ^- a i 4 Lc i:ase no• X t2 4 Loac Case m-,- c X Luc Case no, 3 X oad Combination rn�. 6 D_ - Lead Case ro, � Lear Cate no. K .. .-Ie Case rn,• 3 X £ 5' Laat Cr.!nbina..ion no' 7 DL LL * 1!E �`�- i -�•�•�**•��-rt�r��->ter•�x••�->k-�•��-r*�•�•�,r•*->t�r* '*' Tt`c.('3•'3 — I �,t;Y'llCt;�_lt'r?a „t1Cv Pacific Hichwav (•h��+��b.(r't�, 171•�Cf�Y1 974.'(71 x '� FtlOTlc3 JrL+�.-9�J1-958: •� •iF �. it•11•Ih i!iF•')t•1F•!!iF iF X.i!i!•iF-?F•l!it iF•M-)!-If iF-#F-!!•M-M-lF 9(#-k-71• File Name J3432AS3 *-ram Title f 2C-:e-30 c,'SK 4:12 're�arec by CSS is-ii-58 Lxecution Ootions Ana:ysis Only Number of C-r.es 1 Re)orts Generated L *"e:u�er Desien Dasa c Forces ManTents and Stresses Diso'_aze:uents and Reactions 8u4lcina Conf:ouration . Euildinc width = EO.Q0 ft. Pay Spacing = 38.20 ft, Sian widtl(s) (Fc.) = C2,a'lat Column base Elevat:ar:a (ft.) = 2.f2 2.82 Left Eave Feieit = le.?? ft. Left Column Sloe - 8.22112 Lef> Rafter Mom = 4.2Iv&,E Richt Rafter S1,31e = -4.eill:- Richt Cvlumm Slooe = i.et/.E Richt :ave Ie:mn = :e.2-r f:. Left Girt De3.1 9.10 in. Burlin Death = :2.28 in. Rica 6:rt Death 3 9.80 ir. Structural Steel Flance Plate Yie'A Strene_th = 9.0 ksi ke3 Plate Yie_c Strenetti = 50.0 ksi �'odulus of 'cldstic:ty a ESM kai C,ef. of Linear Exsearsion = a1,8i'28265 VMA/D Q h�C+Pv.7�K �`�' —�fs x 3o X 10 8,a 7 7k /< < d gig � W W 29, ::: moa Sao �o a.e ! E OD�_ AGIN CAT VI!AWIC/- C 2 ,7SX 7 v,q 7 K TC RACA9 Gly f3) sets of �/b s Lus rgr3t L ?Z S w, -12-' 's'6b xO, F x,Sx il•2x/0 � Kq' (!� aA —x 22,E + r K F)K l9z/max/� = 83 . i ca ago O-t LN2WALL 0.3 /0,7 P�,r-xo,7 q=,=,x I u,--)(7,0)((o V!Towc, 4- x 7 T'5F x 15)< &v x) O,87/t 2, K -4; -.71 4 6 7) < 56 K -,r.-rs OF C-A(-• L1Ql YET 1,4 -4- P5F 7,,( A2,7 1 MRI ALLOWABLE LOADS IN f;OG BRACING (A-307 or A-36) STEEL---- .- ----------------------------- i ---------------------- -- - US E • ROD DIAMETER ALLOWABLE LOAD (KIPS) with 4/3 increasesJ - ROD SL EVA'_ANCNOR �wN�N �.eQ. 3/8" 4. 81 21.67 5.00 4.89 US E MSl 1 /C" C ALjLE / 5/8" 7. 81 7.78 / 3/4" 11 . 25 11.56311 WEB - o 7/e" 15. 31 16. 00 _V4n 1 ?(-). Q CU.67 421 ;OK 5.31 5. 7 8 -- 1 1 /4" 31 . 215 7..18 5116 WEB - oK 1 3/8" 37.25 38. 67 / vsF 1 1 /211 45.0 46.67 ( G4vB.LF 1 5/8 52. 8? 54.44 �'v7-� WAD RE/,VF. fQ k'Ec�• WHEN yV�D TN/C�.VE`S /S LLs�°TNAJJ n'IIl�', r2�Q. F�- 0�1 FINS f { 3� - lei 2/b Wig) i 5.0 J BRACE CABLES FASTENERS -- RATED HREAKING �1 STRENGTH AND �•L `1' //i ALLOWABLE LOAD OF EHS CABLE KIPS ) BRACE EYE BRACE GRIP EYE Bol_r _ S'"�"'�•' f;" HEX NUT SIZE ST1�. ALLOW. s1zE REO'0 1/4` 5/16` 3/8` 7,x16` I/2` -5/B" 3/q' 7/0` SIZE„REO'0 SIZE TREO'0 SIZE REO'0 — I�-- 1/4 6.65 3.325 60110 5/16 11_20 5.60 60110 3/8 15,40 7.70 sono 7/16 20.80 10.40 60112 kl' { ; 1' 3/9` 3/4` J/4" i I/2 26.9 13.45 60112 MY '•�� m 7/e` 7/e` 7/e` w p.. _5..01'•L. / p Q I S.,,cjT•9rtG 2A.FTM'R.- 1'X 7:' I Y HA'J�.1CH CAE_Lt COtiJr !_ Nc4_IC�� B►t.•te.Caccrr' Wes, ca C e,c r-3o,,r � w.T:3-' -•— ER _C AESLE'[_o��.��EgvE -- e ' - T Srr.-Si1.�ac.•� c' w,s..KAL(E.c B.ti.ee r�n.r f -<_.- CA.c.. L.at3L' C� oGE J ^� MOI 12 i 10 0! - 4 6 I / F4 0 Io j 5 —1 4 F4 -- — o •F5 4 44'.2'-5 rl cc R `�-F7 .n -- F7 In 7f ks� 7 0 �-L 1 58'-0' A.B. i0 A.B. 9' 29--r HALF 51EEL — _ _30'-fr HHALFBUILDING 60'-(f OA BUILP A a' IGIU FRAME SECTION ® G•L•_ 2_� �2 ._ HALF FRAMES P,EQ. �._ ' cALE s`4/ `-i 4-i ar _— — ROOFING 1 26 GA, COKKRCIAL GR 0 PURLINS 1 10 tn, 0 5'-0' o.c. (see pogo 11 a BRIDGING h lxlxl/B Angle • mtd-potnts m r� SIDING h 26 GA. COMMERCIAL GR 0 CARTS h B tn. • " o.c. (one pogo z-s) a u I ..Frar Otmemwtaom and Plate Sizes lJ 0 ..........— ................... x Set. Jamt OuWdw Ftamp Itildw Finnan Web Owpth U u u m ns. start sed tK6. width thick. width IMM. mutt whd p o 0 a ................................................................. - P 11 t 1/4 S 3/3 6 3/16 10 36 f f ! 1/4 S! I/f 6 3/16 35 16 S S 6 1/f I/f S 3/16 IB 16 J� .................................................... ..... ..... a PURLIN SPACING H No, Dteenoton Droco to FRAME DIM. ----------------- P 1O =39'-11 3/(r A 0'-16' C I1' 4' ------- E — 21'-4' -_� Z` F 26'-4' ---- t G 31'-0 3f8' ----- J 6 ------ mggi '--F4 a i 8 i i O <� Z }Rt 3 J lJ U Pje t l/1 U t /14 v � s 3' cr 0 6i rr .0;se F-RAMES RF,).,l y -a� yr ir w P to 12 b —F4 5 / J A 5 —F4 F4 rK F5 sTivF R E S. 6 '0 I o �r 1-0 V1 N � � 1 r � d�7l a d - D I58'-0'A•B• to A.B. ----- --- p--Cr HALF FRAMES REQ. RIGID FRAME SECTION ® G.L.SME . 11r = '-& "WA a IWA�qww *N► SIF ROOFING 26 GA. COMMERCIAL GR O PURLINS 10 tn. 1 51-01 O.C. (sea pope 1) BRIDGING Ixlx1/8 Ang(e i etd-potnteto _0 C4 SIDING 26 GA. COMMERCIAL GR o 61RTS 8 tn. 12'—U'o.c. (see pogo 2-S) N U o n From .•- Otesstess&W Plot.sizes — ........................ .............................. —� See. Jots) Outside Ftags IeNds Flares ezb OPoth v Li M. start sed thick. stdth thick.Ndth Nut. start old a 3 i !i N _ ................................................................. O U 0. Uj P lD 1 1 2 IN ! 3N D 3/1{ 10 34 _ 4 4 ! IM ! 1/1 { 3/14 3! fe A 11 14 - ................................................................... PURLIN SPACING H No. Otrenaton Broce Q ` FRAME DIM. •................-•..... v1 �D -39'-11 3/8' A 0'-161 --•--•-- w C 11'-4- --------• 10 D .. I6'-4' --------• E 21'-4' --------6 (2) i F 26'-4' --•--•- z 6 31'-0 3/81 --•-- i � mi L) r F4 �j Q (L z 8 Tor C.M.0 [?7=4' aA$ I/4' c� ` 7• � ��e (1)3/414 ANcwoR 6o1.T C (BY OTNERt� 1 RIGIo TRAMP,. y, z e ` _ o CMU %,/A LL C b~ OT14 ERS' ��✓ ,..`_ ¢ „ z 3- w o �N v ip s cr #' a a 713• it f ;AMEN; RFO.) N !r crvv _ ENO PI. 1�4 K `J+t F IT \ \ STIFF. PL X —,172DN BOLTS x '4" � A.125N BDLT'3 EA. SIDE \ RVINF. x — n W/ A325 OLTS \ h \ /FF. PL A I STIFF. h. STIFF. PL N EA IDE EA WE rL 5 Vk- - /// SNL 2 1/41 3/� • _. SEAT PL - -- �JAT Pl. ISL <_(u�t W1 .J X _ A325N TS W/�4 '/4 r x ._Z A�zsN DOLTS w/-- x-- 25N BOLTS 'ORiZONTIL HAUN DETAIL A SLOPE HAUNCH. DETAIL IS VERTICAL_HAIIJNCH DETAIL C .• STIFF. PL __\ STIFF. FL \\ \ Ek SIDE F.A. SIDE \\ h \ � n \t \ END COLUMN CA� COLUMN CAP W/,_--,,► X— 25N BOLTS Wj _J x__ —A325N BOLTS \ �-- _ INTERMED BREAK DETAIL\ r F INTERMEDIATF.0 UMN CONN E.TIU ETAIL G _CENTER_ COLUMN CONN E7f, r --1 Y \ \ SASE PL BASE PL 5�� 8�t IpI�Z � 13/.;C Pt. .�__ \. --- W/�2) 1 A38 A.B. \\ /--- f \.(LB W/,_1 AJ8 R. R.F. COLUMN BASE PLATE DLI AIL L INTER R COL. BASE DETAIL • TUBE COLUMN BASE PLATE DETn1l MR wRr aer w at w ale wA1 ale Isnit. Pt.. _ "�4D PL._"_,__ EA. SIDE W/ X A325N BOLTS \ EA RFI x � ri � \\\ ry • \ w/ x _ A32 TS r PL EA. DE 1/47 J END \ — SEAT PL COIUMN CAP " �R W/ %_, 25M BOLTS \ w/ • X— AJ2314 TS. w�-`^. • x M25N BOL B VERTICAL LE NCH TAIL C EX HAUNCH DETAIL �_ D INTERMEDIATE. COLUMN N. DETAIL E a STIFF-. Pl. -.— �\ RIOr,E PL SIDE ^ _ w/ • x — Aa2s14 aoL n t i � N Yi 223fttSBg� sle �y [ s COLUMN CAP _ ma PL_5//15 —"—"-�-- COLUMN 3 _• X _ fJ25N TS / Z i wAs) _�/ X Z+ AT25N BOLTS W/ x _ 2514 BOLTS K �j G CENTER COLUMN CO ECTION DETAIL H RIDGE CONNECTION DETAIL J RIDGE W CE COLUMN z (lot � 2 A r: + r W: ---.-__) Ale A9 T L6E COLUMN BASE PLATE DETAIL lei — _s--� 9 I 1 3/16 I _ � I J/IB � 3!� 1 Y J 00.5E PL 8 < ` YJ1�L_. CAP PL. 3_��'�� x CAP PL 31�" % i 3 W/(Z) _3/4 0 X 17 A-38 AB. W/(2) 5/4—• X 1 i4 _ 0.325N BOLTS W/(4) 0 x �2 - A325N BOLTS COLUMN BASE PLATE DETAIL A CORNER COLUMN DETAIL 8 END WALL COLUMN DETAIL v C X K. CI CLIP R 3/16' X 6'\� \\ GIRT Cl7e R 3/16' % 9'( 1 • % 1 1/4' CRS GIRT CLIP J/16' AC - 18 < ir]x16 (2) 1/Y X 1 1/1' CRS (2) 1/2' • 1 1/f CRS W/ 112 SCRS \ e`O o[f,�D WALL C'RI- 0. Oi O END W GIRT \ .0 0l0 a 1 ----------------` EN WALL GIRT 010 0 010 END WALL GIRT I --_01ee ee – I C CUP R 3/1{ x T WALL GIRT j (2) 1 • X 1 t/f CRS SIDEWALLGIRT INLINE CORNER COLUMN _ AIL F INLINE E WA.I.L COLUMN -�G INLINE CORNER OIUMNH CORNER CLIP 6 x 2 316 GA (4) 1/2- 0 X 1 1/t' GR5 PURLIN CLIP It 3/tE x 6' II 3/18 (2) 1/t • X 1 1/4' GR5 I� n END WALL CiRT BII.001 0 O ji O 8 x 3l ITn CA Oil 0 L _ O e II PIIP.LIN 0 O GIRT CIDP R 3/16" X 6' o 0 0l I{ll 0 0 1 (2) 1/Y • x 1 1/4' CR5 1 r-S/8 5M[trRotti Q. ------ D-O --- O EA END I C].L. D o V L-Y —GIRT CLIP R 3/16' X -T IO� I I - CUP PL 1/{ x { (2) 1/Y 0 X I 1/4' CRS i I m 1 I (2) Ilf • x 1\1/f GR5 1 I SIDE WALL. GIRT DOOR JAA10 BJ4 Gk BY PASS ENDWALL DETAIL v T L BY PASS CORNER DETAIL M BY PASS PURLIN CLIP/ DOOR JAMB DETAIL N I o "? fL r U 1.1 —3, a ; is — -- e � 3/,--Bim- I n a Lq R N 8" Ld RIDGE PL A325N BOLTS j�4�_r x — 3�4._ A325N sous WA L) 5/4' r x _TV — A-3e A.B. � J -WALL CULUMN DETAIL C RIDGE CONNECTION DETAIL D INT E3A5E PLATE DETAIL ^� mgt n (L U MIRUN CUP 2 3/ x e' 17 _ —�� 0_I GIRT CUP 3/16, x \ ) 1/2' • X 1 1/4' —'-- (2) 1/2' • 1 11C GR5 _ 1-W-0 n R PIIRUN 0 0 op�lo 0�0 c�NO WALL GIRT 0 p I \ \ 1 3/t I g n \ [$ r � I O O I _ WALL CWT I I 1/4 . r I I (2) 1/ • 1 1/4" CR5\ CAP PL. I I DDDR•uwe 03 rX \ I- .INE CGRNER OLUMN H INLIIry PURLIN CUP/ OR JAMB DETAIL J INTERNED E COLUMN CON GIION DETAIL e a Pu" CLP a 3/1 G x Ir (2) 1/2' 0 X 11/r GR5 2 _ II" Rl.'4 p p rC.�'',ni M.t u O r Q - I O O i CUP PL 114 I I (2) 1/T • A 1\1/4' GPs rA z DOOR JAMB 8314 GA. o I .' PURLIN CLIP/ DOOR JAMB DETAIL N I n•T• ,11,E �.. .. a.. ... a. ,,. � WGLE SI2E h E!jo PLATES "P. IN DETAILS 'B• THRU RATE J/Irx I ,/Y x jr RATE 3/Ir x , ,,Y x 1 1/Y (1)•/Ir p H (1)•/1r p H _- 1/T A x r THIIEAOID 1100 EACH END 1ltrxr �rx,x,/r - - THREADED eo• _ ---- e T\ LIT x if / /I THREADED RO0 `-- - ` -T-T- i SAVE DETAIL IROOF A MID DETAIL 0 ROOF B RIDGE DETAIL SAVE DETAIL 'N/LEAN—TO _D \\\ �\. 1Y A^TSSEW- € \ EYE W.P. E'n BOLT 'F SEMI--SPHERICAL WASHER EtE 8OL1 '1 E-ry[ SEMI-SP It RKIL WASHER SPACE CRIP R CABLE BRM�EIP }CABLE - �-BRACE!.REP t CARIE CABLE CONN. ® RIDGE H INTEKM. CADL CONN. @ EAVE CABLE CONN. ® RAFTER J HAUNCH CABLE FLAW&E BRACL 4'.F•.14 A I- SIMPLE SPAN GIRT /Nt,) ' 1/7' , VAR!,ES _rlv��3/,r VARIES (2) 1/Y E X L• BOLT$ 5CAtAt�EQ E-j�A— 1 J/P CRADE S E.V:H END �-- � 1-1 2 - L L/4 P3L/1T CUP $ .t,, P_ CMU I I o FIANCE BP,v:E 12 OR Lm PUPUN E(ANGE BRnt-E GRADE S O BEAM (4) No. 12-14 X L• TEX 3/16• PUPLIN CLIP E ,CREWS 0 MR1,N(6) 1/Y X 1• G.ACIE S SEE FURUN FLAW BRACE r I CMU WALL STD. GIRT FLF,NGE BRACE �� GIRT FLANGE BRACE 0 PURUN FLANGE BRACE p �� autrlr�.. , LOM0 t/e1' ,2�$Itr O N n+aE�oEo"DN (� � M f ',�vF•tFo »J Ilm i !%or 47 Z 1/*%MFEApFy RW U am ey—1 " l - x Ir INWAGFo no f%t5T GM FRW EASE � Z 9 �r me C EAVE DETAIL W/LEAN-TO D EAVE DETAIL ® WALL E MID DERAIL ® WALL F DETAIL ® END1VAU. T (; L 1L ACF GRIP h CAEU e r.� RAFTER —� C•1 r 8 SEMI-SPHERIrai. WASHER 1 EYE-BOL.r 1 ORACF-EYE— a M P. 1 0. 1e BXT SIM-SPHERICALWWASHER b 2 1 r e L }.� 2 NTSLOT REO D 9 -RR crop t CARIE �BRACE .RIP d rgn-F I DBL BRACING ONLY n m � 0 Q —COLUMNS ,y 0 U Li CABLE CONN. @I RAFTER J HAUNCH CAB7-LE CONN. K CABLE CONN. A BASE L BRACING SLUT LOCATION M__ m -- $� R L. VARIES _ VARIES 1,J/4' i 3/4-TI1 1 1 — ^_ I ��— 1 1/2 V less lv m # R • 0 1 • m • 0 .I J12ORLM 12 [� FLAW, RRACE _ti:�1•1!:`:r�;, L 11T x 1 .1/f x 1 ./4' (4)H p 0 "EWA ' W 02 I4 X 1' T9( ,A ';IN CUP 'PEWS O PIIRUN !' • X 1' CQ2ADE S :O vLr. T1 w /f N FI.AN13E BRAE — o ns REACTIONS W - WIND — _ K I PS E SEISMIC HORIZONTALr +T— BRACING r COLUMNS VERTICAL --- — { UPLIF�f _ I E34sE PLATE ANCHOR -- INTO OUT I HORIZ. UPLIFT W x Lx t BOLTS K /A ._--____-__ u'� - l'�'-W /.Jte 3.2Kw /B 9•9r -- 8—�34t0. 44N X. K /G _ ------ �'•S —,3.5 w Z•tKw -t,oK 3z�w 4,t/'`W -_�r�x:�/,q" �)-3/'•�9. / L) a.7 < K -- _ w (2)_i'A"A K /A41 w 8•P. v — //,a%, &x ii,c. �� 9K --/•9Xw — /''cru, /'/ �rw _ 3,a�w �.it A/Jp —� .48 _ 9.9r _,---3.bkN- _.�z_l KW Z•(KW 3LKW '3"W GJX/JH1,G" (2)-�y"dt v S/ W A 9 W -3.2 NJ - fl•3 W (j%Q Z•OAr _ /,3"w 1 1, 2„ •f -- T 1 1 22 I I nJ 1-4 t - •- cl�l -- 4 -- (2) /4 A.B. (2)3 40 A.B. (2)3/'� A.B. (2)-1" A.B. W/ 2 PROJ. W/ 2" PROD. W/2" PROJ. W/ PROJ. F AI -_ �DE7ALiAl�_. . D AI _. ( 2 REQ'D) SIJ ( 2 REOV ( 4 RFQ'D) �2 REQ'D) * M. II b II I I F1 I I \F1 I a l I I O b n ID i E1 I I 001\ 1. } I I �o I I i 1� I "I I I 11' 30'-(f 29'-1• 90'-(' OA -- -- ' Cl) @ 0 (4) `_ SCALE 1/fr 1'-O' �C% 3 .}• �2�• �:� —IIl 1 CQ' �^�/// 1 ( 1 �N L.11 s L ri0 l a x <00 N A.B. (2) '"O A.B. 3" J z o H ' ►. L oJ. D�W/ �DETAIL J W-DETAIL Q m �, w O-D) ESV ( Z REO-D) ( 2 REO-D) z W Q a. J y P � W LL1 3 LL 3 VO ( (� N y ) I N (nm N yN yN yN y� yx YM yN uM O rc M M m Op m m E ) LL 4 e�in b Q o O r; O Z -- � p F1 \\ N 2 3 l } :1 ) {. --- PU H YO v •� rO k Q• J It 'p tj O O 4 3 = z ry T C t-i In V n - o �S jillp K Y K I z I 1 Q V V Y K Y M V Q U <o �� o- a a � h � i9>S N — > C U P3e 6 U IM Cl. ---- - 79' I— -- — 11• O z 1 ---------------- 1/4" CLR. �+ IXR. 3 1/4- M.M. DOOR SIZE 2 O.H. FINISHED OPENINGFlN I (2) 112" 0 A.B. A (2) 1/r EACH SIDE OF DOOR EACH SIDE OF 1 .1/4^ 1 1/4- H.M. DOOR SIZE 2" FINISHED OPENING 4 1/4" i i 4 1/4" 7. 3/4" I! N M F➢ 12" SECTION_A—A F �;l1�GESTED DET AII.�Q WA _L y 2"0.1 DOOR S'X-4 — " 112"" .sNED oPEl+r - }—--- 1 .: (2) /T 0 A A/I SECS _A , EA'A SIDE OF DOOR d' T � L�l • 3 1/4" 3 1/4' N u in 2 O.H. DOOR S:Z ' 2" N N 11N15Hm OPENING - n n a 0- _ q I w 3 N (2) 1/2' A.©. A a EACH SIDE OF DOOR 8 3 1/4- 3 1/4- 2 /4"2 3/4" 2" w 2 3/4' ai 22 I 12' ? _0 ash SECTION A—A f r U�GE�TFn nF —�___=� VF TA_1_�' 0.H�ylll�i CQ—%;-. y�ALL be G z U h I ,o1� � T � W s� k r�;M �ATry r� A .lV_ -'7 _ a SITE WORK 'TYOFTIFARD C17YO,F 10 E f I V..,R m I'T —0034 COMMUNFTY DEVELOPMENT DEPARTMENT . . . . . . . .. S11'90 13 126 SW 14WI Blvd. P.0 Box 23397,TIgmd,Cwegm 97223(SM)630-4175 1.-,ARCEL: <'-)IVE ADDRLSS- - 82'50 'DW IAUI'IY*[K" "" T ZONING: SUDDIVTSION. . . . LOT'.. . . . . . . . . . . . . FLOCK. . . . . . . . . . RESO. NO. : I'Y I-:'E OF W 0 R K N E,W PAVING?. . . . . . . . . :N k:'X(','V VOI-L;Mf7*'- ^ tOOO Cy (.iRADING?. .. . . . . . . Y V A L(.J $ VOLUM:— LONDSCAPI NG?. H ST'TE' V'RE''?- - - Y STORM DNAINS" - - - '.N SOILS RPT RL*0D?:N IMPERV SURFACIE. " . FJ Rpmivrks--- Permit fc)-j, 011--site grcid j.ng only. FEES (.')wner,, type Amot.mt by date recpt ji-ME13 'SIEVERSON P R M'T $ 50. 50 s PfIFICIC HWY 'p "-.5 5PCT 3 3P. 83 ljo(IM) OR 9722.3JU-4 10/19/90 684-0443 r,Aym $ 85. 86 t C�NTRX �- cOMSI'RUC'TION INC.-' 1.i,9 V.1 0 T3W r*,(ICIFI'C HIGHWAY I'TGARD OR 97223 $ 8 5. 8 6 TO'T'AL p,hol-le "-. '303-684-0443 Reg ".. . : 56358 REOUIRED INSPEUTIONS This peTsit is issued subject to the regulations contained in the Erosion Control ........... Tigard Municipal Code, State of Ore. Specialty Codes and all other Grading Insp applicable laws. All wort: will be done in accordance with Final Inspecti.oll .___..._••--_..-•.__'."'_""'_" approved plans. This Dervit will expire if work is not started within 180 days of issuance. or if woo. is suspended for sore than 180 days. I S S v e d P y — ......... c I r ins pec i a .639--4175. l~J.PT' ()T' PAYMENT PEC:t=IPT NO. NAME CENTr�t x C;09!:)I'RUCTION CHECK AMOUNT I ?"ADDRESS r (:AUH AMOUNT y C► r!t! PAYMENT DATE T I nARD. UF; ;r;?�?;.. rySUBDIVISION K.)I"50 SW HUN Z I b." r"URPOSE: OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT I AMOUNT PAID E<!I I L I?I Nig F'E fiM _._ _ SIT 90-C!r ' } !(� _1. 50 BUILD PER Pt.AN CHET h': FT" 2. 15"3 "''". Sti I I i I +" Tf`)T cli_ AMOUNT p,111) 013.ats t /,r CITY Or WiARn 1. -11Y Appmvad.......................................... [.}✓ --,�+fin+,+r r(; <,dorcrll-d!n: .. ... .................... ............... (� ✓F. ._.�___._Date, - F- i ;rZL I-lurvZ2KEflC �•0_ i �n2 TLN6. UDYQTO i I .�EA Cr r,JT'ot,tn S �'� I��,R)7Z1% c• , alp► � � '�[ � 4 '� � I MfA �► Saar +� Ns r■ � �1r tw a■r ARCHITECT - ENGINEER ENERGY CONSERVATION AFFIDAVIT To the best of m;, professional knowledge, these plans and specifications are in compliance with Chapter 53, Oregon State Structural Specialty Code, for the following areas: 1. Exterior envelope P a 2. HVAC systems, controls, and duct insulation 3. Lighting levels and controls _ To the extent provided in ORS 671.010 (5) (definition of architecture) or ORS 672.005 (i) (b) (definition of engineering), I will assure that the work performed shall conform to Chapter 53 and these plans and specifications. Signed -- Registered Professional Architect _ Engineer PR��fCrn G l N b�2136 OREGON Fh'T K eta Pt,OJECT: OFFIC:E. WAREHOUSE-FACILITY- V (OFFICE -SEC.TION) __.____._____tV,1-�r-,7-'�1 ; Mr:iA�In^�, t-;,c,nsulting Engineers, Portland, Oregon Page 1 of OREGON E NEF't3Y CODE ANALYSIS , __. ........_...... __...._. SEL 5303 SUIT. D "OTHERBUILDINt3,S" ; WALLS _ 9. E34 R2= 1 . 89 F*3= , A l= 923. CK-) At= '232. c,t.t AS= WINDOW SC= 0. 71 U- 0. 50 -A_ .,t=____._-------___..._______.___._ ; . 0ri , ------_-------_- ROOF R= 7C► Sk'YL.I GHT ,SaC:_ t,, 00 U= , FLOORS R= 1 . 20 A= 137. r_,t:, ----._ *SL.ACi ON GRADE, ANSWER YES = 1 , NO = 0: ANS. = r.,, C:ALC:ULATED * ; CODE COOLING 1.::R'ITE.R:IA "OTTV" = 31 . 70 ; 35. t_,ti (Cita/HrlSq. Ft . a ; HEATING CRITERIA U = 0. 16 ; t_,. 32 (Btt_t/Hr/Sq. Ft . /F:) ; , , , , NOTES: ; ; ;- �.•,-— _ - - - - E- -f if - . -alct..rlated Valctes shall be less than cc.cle valcres. , 'CODE�GIVE:NS FOUND IN CHAP. 53 OF 'THE UNIFOF'MMNUIL_DINi; CODE GLASS SF _ 133. 20 Table 53-A - --- --V-�- DELTAT -------- - -- -- ------------------ ; - 47.oO Table 53-A ; TEMP. DIFF. - 37. t:,r:, Table 53-DOTTV 35.00 ---- ; Table 53--A , U WALL _ 0. 3o Table 53-A -- _ ROOF = 0. 09 Table 53-A , ------------- --------------- CPAWL SPACE = 4. 10 _ From- �m-Seg_ . 53(.')3, Sub D, Fart 3 ------ - - -------------- ' R HEATED SLAG - 6. 2,o Table 53-A --_- ------ R UNHEATED SLAT' - 4. 10 Table 53"'A ;PROJECT: OFFICE WARE=HOUSE. FACILITY _-OFF I C:E-SECTION 0 1_,i7-91 1 MFrIA Inc . , C:onSUlting Engineers, Portland, Oregon Page 2 of 21 ORE 13ON ENERGY CODE ANALYSIS CHAPTER 53 ; SES:::. 530 SUES. D 1 COOLING I-R I TE:P I A FOP, WALLS , OVERALL THERMAL TRANSFER VALUE "OTTV" Eq. (53-••4) WALLS U= . 19 A= 1158 WINDOW U= . 50 A= 33'. SC= ii. 71 5F= 133. 20 SF From 'fable 53--A 1 ROOF U= Vii. 04 A= 2068 _ DELTA T 47. 0 F _ TEMPERATURE DIFF. 37. Ou F- From Table 53-D ' OTTV "CalCUlated" - 31 . 7() From E (C3- OTTV "Cade" - 35. 00 From Table HEATING (_R I TER I A FOR THF._ DU I LD I Nr ENVELOPE: THERMAL TPANFER VALUE Eq' s (53-j :) , (5:3-2') WALL U= 0. 19 A= 1158 WINDOW U= 0. 50 A= 33�____.____.__._._.______-_._____.___._____...___.__ DOOR U= 0. 00 A= 0 , ROOF U= 0. 04 A= 2068 , SKYLIGHT U= G. 00 A= 0 -�-; --------------------------------------------------------- FLOOR U= C�. 83 A= 137--'---�_.________._______._.___________-_ 1 LJ Envelope U= O. t6 �+ From Eq' s (53-1 ) , (53-2) y ---_--_--____--_----_--_ _____ a U- --_---------------------------------------._--_____-----_-- U Envelope "GODS" 1 -P - ��. 3:� From Eq' S U Wall "CODE" U= _ 0. 30 -- FromTable53-A -------------.------ ' - ------------ ------ ------ U Poof "CODE" U= 0. o9 From Table 53-A ------------------------------- U FLOOR "CODE" U= 4. 10 Fr-_-m Set, 5303, SUb D, Part 3 1 LEGEND: 1 U - Thermal Cclef f is fent (Btu/h. /Sq. F'/F') A - Area (Sq.Ft ) SC - Shading C:c,ef f is ient ; SF - Solar Factor - 'Table 53--A ; F - Degrees Fahrenheit ; OTTV - Overall Thermal Transfar Value (Btu/Hr/,33q. F•t . 7 1 DELTA T -- Design TemPeratUre Difference than the Cede requirements. ; 91 i - - F'r'OJEC:T: OFF I C:E WAREHOUSE uFACILITY _:._-•'`WAF'E.HOUSE SECTION) F'age 1 i M,1 .IA Inc . , Consulting Engineers, f'''�'rtland, -Oreg`-n-�-------------�_ _ - OREGON-ENERGY�CODE�ANALYSIS CHAPTER 53 ; SEC. 5303 SUB. D "OTHER BUILDINGS" ------- - _ - -,------------- WALLS 8. 72 F2= 2.78 F'3= 1 . 25 U= A1= 3432. 00 A2=1781 - 00 A3= 434. 00 ------------------------------------------ ------------------ ------- ---- --- - WINDOW SC= U- - -- A=__ _ -- __-------_-__-_-______---_ROOF R= -___.______- 7. 35 A= 5760.00 ----------------------------------------------- SKYLIGHT SC= C).00U= -�. c�c i A= C►. i C► ---_--_--_-__-_F1---_-1 .76__.___.__ A� ' , i1C' FLOORS _ *SLAB ON GRADE, ANSWER YES 1 , NC? - u: ANS. - --_--=C:ODE=_-__--_______._._._._.___-. CAL.i=ULATED COOLING CRITERIA "OTTV" - 10. 76 i 35.00 (Btu/Hr/SgMFt+7 _ _ -- i _._....__( . qty'_-.__.._i___________-__-- 0. ' HEATING CRITERIA _...��_27__C Bt a/Hr/Sq. Ft_...._- i i NO T E Si: , -4Ri-,`--:- + r_►L51--tom*t *iF i_:al _elated value shall. be lc-ss than _ode vali_tes. -CODE-GIVENS FOUNDIN CHAP. 53-OF 'THE UNIFORM EIUI LD I Nia-CODE - 133 �c-� Tab 1 e 53-A GLASS SF . 20 _ -- DELTA T - ----- --------------------- ---- --+------33.47.() Table 53_A- _-________- -------- = 4.00 Table 53-D TEMP. DIFF. OTTV - 35.00 Table 53-A -----___-+-- - i�. 3Ci Table 53-A U WALL U F'OOF = r i.c7'j Table 53-A CRAWL SPACE = 4. 10 From Sec . 5303 Sub D, Fart-3...-_______�_� - = 6. 2C.) Table 53-A F' HEATED SLAB i __ ___ ------ ---- i --R UNHEATED�SLAB-- -_=--__4, 10 Table 53-A PROJE1-::T: OFF I CE-WAREHOUSE-FAC:I L I T Y^ WAREHOUSE SECIION e F'c-r t] and, Or ew-.n Pagcif '.' ' MFIA Inc . , C:c�nsul�: ing Engineers, , - OREGON ON ENEF'GY C:ODE-ANALYSIS G CHAPTER ;3 SEC:. 5303 SUB. D COOLING F:RITERIA-FOR WALLS OVERALL THERMAL TRANSFER VALUE "C1TTV" Eq. (53-4) ------------ ------------_ 14ALLS U= (-). 24 A= 56,47 - ---------------- ------------------_-____.___.____------____.___-_____ WINDOW U= (). 50 A= SC:= C). 71 SF= 133. 20 SF Fr.--,m Table 53-A_.___ _-_-� - �`'UOF`-------------U_----0. 14 - _ - A= 5760 _----------------------------__-_-_.--___..-__-______-__ ' DELTA T = 47. CIO F TEMPERA DIF"F. - 44. cacti F FYc�m Table 53-D __ -----_______._____... __--__•-___ From Eq. x:53--4; OTTV "calculated" = 10. 76 i OTTV " - 35. 00 From Table 53- HEATING i_F'I TEF'I A FOR THE BUILDING ENVELOPE THERMAL TF'ANFEF`' VALUE Eq' -, ':53--i ? , x:53--�:► _ - ____�. _ , _U-- ��. �4- A= 5647 WALL -----� 1 WINDOW U= c-). 00 A= i DOOR U= 0, (:)0 A= ROOF U= 0. 14 A= 5760 SKYLIGHT U= 0. 00 A= 0 -- FLOOR U= 0. 57A- ---------------- a--- ------ ---- ^ ~ __---=-_ __ It U Envelope U= 0. 0 Frcom Eq' s (53-1 ) , (53-2 i U Envelope "C:ODE" U= 0. 27 _ Fr_m_Eq --- U Wall -,-ODE" ODE" ('• ^i i From Tab1e53-A1 - ----- -1111_---------� __-.__--------__._______-- _ , U Roc.f "C:ODE" U= l. . C S From Tab l e ---- " U= 4. 10 From im Sec 5303, Sub-D,Par t y3 U FLOOF,' "CODE -- LEGEND: U - Thermal C.c-efficieiit (Etu/h. /Sq. Ft/F) A Area 'Sq. Ft ') SC - Shading C:oef f is ient SF -- Sc,l ar Factor - Table 53-A F - Degrees Fahrenheit OTTV - Overall Thermal Transfer Value (.RtU/Hr /Sq. Ft . DELTA T - Design TemperatUre Difference than the code requirements. Form 2a SUMMARY Project 1. Project name �t^fi�a uJa►-e 1�0�se For building agency use only 8ZSb s. 2. Project address Building permit number 3. City/town —�-� a p Plan checked by ----------------__ �_—_fit -�_— 4. Building Building area (sf) Approved by NZ New construction Notes and commpnls. L_l New addition interior remodel Attached Compliance paths for new or alterations to Compliance path for new or alterations to lighting Forms extericr building envelope. Check only one: systems: Form 3a Form 5a Check boxas to l Prescriptive Path Interior Lighting Power indicatedForm 3b Form 5b attached forms ^ Component Performance Path Intenor Switching and Luminaire Count Compliance path for new or alterations to HVAC Form 5c and plumbing systems: Exterior Lighting f 1 Form 4a u Systems Other (a) (b) Docu- #of Pages Description of Document menta 3 �sSeL��,ly [Z- yu �u� surer all supporting Uui (0):nf AF,ea CG 'C.tiIrITIcl�LS calculations, test /' rr reports and Z UFF,« tom) �,OC9e, L V1Q 'y s 15 catalog cuts. n 1 "1 Ly A r(,�'l 0u Se, � .u-,. ��cl Qua 1 y s/S Applicant 5. Name of applicant 8. Firm/company _^ 6. Representing 9. Telephone number 7. Signature � 10. [)ate -- f — Fomi 3b - Paye 1 COMPONENT PERFORMANCE PATH Building 1, Roof/ceiling area(sf) Areas 76 30 2. Opaque roof area (sf) 76 30 3. Divide line 2 by line 1 - 4. Skylight area(sf) O S. Divide line 4 by line 1 6. Wall area (sf) 7. Opaque wall area(sf) 6 S� 8. Divide line 7 by line 6 9. Door area(sf) 4�-t-- 10. Divide line 9 by line 6 - 11. Glazing area(sf) 33 z-- 12. Diode line 11 by line 6 Actual 13. Opaque wall Rt Uo - Walls 14. Divide line 8 by line 13 Rt= Tofat Thermal 15. Door Rt m -� Resistance. The 16. Divide line 10 by line 15 sum of the -- -- - - --- ---- -- resistance for all of 17. Glazing U-Value 18. Multiply line 17 by Line 12 the individual __..____ - _ components of the 19. Actual Uo wall;. Add linel4,line 16 and line 18 t^ �� 0. 1 assembly 0. Actual 20. Wall Mass (lbs/sgft) OTTV - _ Walls 21. TDEo(from the Code, Table - - 53-D) 22. Multiply line 21 by line 14 Required for 23. Climate Station(from the Code, - mechanically Table 53-A) cooled building 24. Solar Factor(from the Code, `"' Table 53-A) 25. Glazing Shading Coefficient 26. Multiply values in three lines. Line 24 by line 25 by line 12 27. Summer Design'i emperature - - (from the Code, Table 53-A) .28. AT. Subtract 72 from line 27 29. Multiply line 28 by line 18 30. Actual OTTV- walls. Add line 22, line 26 and line 29 0CC,ce 31-70 Actual 31. Uo - Roof/ !--O a ue roof/ceiling Rt 32. Divide line 3 by line 31 i I Ceiling 33. Skylight U-Value 34. Multiply line 33 by Line 5 35. Actual Uo - roof/ceiling. Add line 32 and line 34 - o� ice a01 Envelope Slab-on-Grade Perimeter insulation installed with minimum total distance =- Floor of 24 inches per the Code, Section 5303(d) Enter the referenc Air LeakManufactured doors and windows are certified, and building age to plans and joints are sealed per the Code, Section 5303(e) specifications Moisture Control Vapor harrier material is rated at one perm or less, and installed per the the Code, Section 5303(f) -_ F onn :3V - Page 2 COMPONENT PERFORMANCE PATI Compii- (b) ance Compliance Criteria Actual Maximum Uo 2n' Enter ccmpliance V�'alls from the Code, mu - -- --� -/ criteria values Maxim O17V' 3 I• 10.7 to �S Table 53-A in ----- --�-- — column(a) Roof/Ceiling Maximum Uo 0, 01 F-nter your actual Floor over Maximum Uo 0.08 values in column Unheated Space _ _—___- _ ----- (b). --- Unheated for Slab ori Grade Minimum _slab 4. 1 ----- - �— --- -- 'Required mechanically R-Value i Heated cooled building slab only. 36. Does design meet target? Enter"Y"if at;the components meet the criteria. Otherwise redesign. Notes and Comments. b N`ld'L,��.v\v Side S�rCQ.L� 12' Z4.c�l V = 0.041 Svl 1L'r v`"LI f� 1�51�r 3L�rt1cC. Q. �p 1 0 09 V - c� s � CPS N, 5,t� "/., Zt`SiLkJ,, 5v r�aCeg l ype- 2 ,l�J 4 ! Ousj' 4o sup �a<< x.17 c_Nly - he`'''y-��E; ►IG� � . o4 1Z= 1. g9 U - c�•sZq {pci� 1 KSu,la i(n, r0 Lq ll wall -��(e. 4 Wi�� Moll a�� = �►^,�,e_�E�r �e�,y��t 0.41 ,.L�s,�.. su►-(mac.,¢,_ p. 6� 106 VJ 3 1'jSQ b�iv I I S�7 0, rz. 13. v= 0, 071 70 - 3 ✓1 IAS�G��e Sur-1^trcG r LoFclzLe For J J Wgil — y� `,Aj q1\ D. 10 Vi a I 3 - -�1'Pe, I-ov 0, 041 �� ) 2t�64;`� m D. 044 0, 066 W eG�De.13 ( I.o C-L 145 S�c,•2 �•.ia,,� l q 4sS ��r5 18-7 'P (� _ D.5 Sz O. SSSS •33zb t1 =O.s sc. � O."7 I f)- _ 1 606 r 01- b N i'(� 1 v►c A LL,)Gi► �' Lh 152, r�av,SJ ►�� i I��.� 1 343'2-43 ZAc CMU wa l I T7 ee 2 17,g► o Z= L DJar�n�ct,_1 S o"I45LA 434 Fes- 0.SS s Iib R- I. l9 A =po e.+ems = ►�I o W;.�c�o�Js nTo �' 3Z j„tS�pC�GC 0� �1 `2-3 4-7 o R L - � �2�2-• � 5 Ft9 P fz c, + M q -- t 7.4 d t1' - 16 �- S.F GSC Ate, L _ - 57 - Op ��—�v JAQ. 1 W L — - ----- -- ---` c� ----- - ` ' 0 e2E�-thc. OV OL IN S(oV !• IN ,u� , Gn�� w�, � (�iu EP5 even- g" C-Mil LO/ r 2 . n,�ac, 5rahn� Tv HAVE Z4 P «< 1 meg, F+•j st-t-. "AJ S U L lid IHg•�I��iMr� q�4ss I— �tlass bloc l[ ri A�J