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14240 SW PACIFIC HIGHWAY-2 NOTE ,, WALL HEA-, ER5 BY 07 HERS "'Y P 11CA L OF Tii K E-E I � v/W La 145 MBTU Li 0 130 IA ST L Y*- GAS OP 'ROM METER Al f (" GAS 130 tABTU I <TML it AS -� P2. _111GAS UP II FROM rvierER SD H 0 P SCALE ' !4 100 MOT L) TYPE "B" FLUE I , I Ll N R U 5 5 SALES OFFICE B C A.L El - 1/4 1 0 � -" i HANG FROM 7R')$SE5 WITH Va" ROD UNIT HEATER CITY OF TIGARD Approved ............................................................. Conditionaliv Aonroved ............................... . ..... .x Fuinnh!the-cl,", PEF MIT NO. Set lahar!o: Fn r)�: . ...... . ....... Attach... . .. .. ........... ... .... ... . . 1 1 UNI HEATER iN5TALLAT 1,4D SCALE Job 47 ? By: — �__`_. E Q LJ ,—PM- _E N_ T_ 5 C H E_D lJL*l LE TUAUTI14 VALLEY FIRE MARSHAL OFFICE UNIT HEATERS WEI(zHT FLUE- SIZE IGNirlON AP"ROVED . . . . . . . . . . . . . PEZNOR Fl(o5 149 LOS, sit 5rANDINO PILOT CONDITIONALLY APPROVED . . . . . . . APPROVAL Cr\PIANS IS NOT AN APPROVAL OF R E Z N O R F130 (Z) 13 2- OMISSIOW, ' OVERSKiNTg 97 SEE D LETTER L REZNOR F100 T 1) , NS CYAMINER T 8#,THR(l0Vi FANS P Fj - BROAN MODEL (*74 , C.EiLIN_G-EX144UST, 110CFA F 2. SROAN MODEL 147- ., 80LB HEAT�-.R FAK , 7-P 7OCrM C4C, 180,1�r#ifft_T5 _T_ IA RM CONTROL i N(". oO- ox ?ac ► 1kc"N ry, OR It %CALE: APPROV0••`I. CAAWK BY G, A 0 IF1 DATE: !IFEB4i I c�14 p A I-A T 5 HWAY GARDENER 'S CHC 'CE GARDEN CFENTEIR 14 40 io.2.0,0 a, W. P.4C,) FIC 9jCjlAWA3&_T I"&M -ACL I OF 1. 0&0.1 MAC _ ALlr5 OFFIC.F. SHC)p _k IF THIS DOCUMENT IS LESS OCTOBER 2-6 1993 LEGIBLE THAN 1-111S NOTATION, 6 81 IT IS DUE TO THE QUALTTY OF 1W J_ THE ORIGINAL I)oCIJMFNi,. OZ "9 9 z z t !11 ' 11 ,111111s " I'lZilliltillillil'IT1111 1111111, 14I� Ili 111 11 ,,IT I L I I I 11111IT11111 Hill Ili,,, IIIIIIIII jjjj� ""'o SW Pacific HijhNay Irp N .P O f; q n H h] H n x H+ a I I i Y '� I-L;SYccT NIic6 City of Tigard Building Depegr oneen1223 r 13125 lw Ball Blvd. Tigard, Inspection Line (Rec-o-Phone)t 639-4175 Business Phone: 639-4171 Inspections looting Plbg. Underslab mech. Rough-in Appr/Sdwlk Lound. Plbq. Top Out Gas Line FIAALL Sen. Sewer Framing -Bldg. Pust/Beam gtrttct. wain Drain insulation -plumb. Post/seam Hech ` Plbg. Undertl.oc.. water Line Dyr. Bd. -Moch. / 11 I _ T itse s&��AM PM Date Requested:_- r - -� � �O70.3 P" Mit to.7 Address:_L`i.!�L— -- Builder THE FOLLOWING CORRBt1'IONS ARE HMQUIRED: — I i � Datet InnpectOF: DIS\ppROVdD APPROVED SUBJECT To ABOVE PPROVED —� -- Call For Reinep. I -•+tom., -�.. , qwlwit r SIGN. PERMIT PERMIT #: SGN91-0203 DATE ISSUED. . . . : 12/13/91 EXPIRATION DATE: Oo1//3/?I PARCEL. . . . . . .. . . : 2S110AA-01100 ZONE. . . . . . . . . . . : C-G BUSINESS NAME. . : THE GARDENER'S CHOICE GARDEN CENTER SIGN LOCATION. . : 14:40 SW PACIFIC HWY APPLICANT/AGENT: MARK FOSTER BUSINESS TAX NO: ssas:aasa�zsxcros==s===zr-x=vcx--..--•.- SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WELL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON I ) SIGN DIMENSIONS. . . . . . : 7' X 8' TOTAL SIGN AREA. . . . . . : 112 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 14 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN. 7' X A' X 2 = 112 SQ.FT MATERIALS. . . . . . . . . . . : ALUMINUM EXISTING SIGNS. . . . . . . ; 0 ELECTRICAL. PERMIT REQUIRI'o: YES BUILDING PERMIT REQUIRED. . . VE;; ADMINISTRATIVE EXCLPTIONS. : N/A PERMIT FEE: $ 35.00 APPROVED BY: DATE: 12/13/91 CITY OF TIGARD SIGN P[.RMI1 APPLICA11ON ( Ther applirarl. horuby applies fur a permit fur the wur•k indicated or, ..s shown in the accumpanyin�I plans and specifications. 14240 S.W. Pacific Hwy., Tigard OR 97224 CONING: _ SIGN IOCA-RUN A[1DRE_SS: __—_�---__-.-- —. -.-...._•-.- NAME OF BUSINI._SS: The Gardener's Choice Garden Center Mark Foster , ProSign PHONL : 653-0365 APPI.ICANT/AGENT : COMPANY:: _ The Cify of Tigard impottes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? PROPOSED SIGN (check as many as apply) PE RMANEN-1 (X ) FRE[S7ANDTNG (X ) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ._._CTRONIC ( ) Ol HER (, ) Bit l ROARU ) B A I 10ON ( ) SIGN DIMENSIONS: _ 7' x 8' __ EXPIRATION DALE: _ TOTAL SIGN AREA (Sq. Ft. ) : 56 S .Ft. Z_ WAL( ?EA (Sq. F't. ): N/A _--_ WALL rACE: N/A HEIGHT (ft) : _ — 14'6" PROJECTION FROM WALL: N/A — — ILLUMINATION: YES (X ) NO ( ) TYPE: 800 MA COPY: See Prints (Attached) 1111791 •---ter--- ,� ------ MATERIAL.S: EXISTING SIGNS No ADMINISTRAIIVL EXCEPTION: APPROVED [ ] N/A [ ] AREA [ ] HEIGHT [ ] HOW MUCH_ -% CUMMI.N T S. PLANNING Ill PAIIIMI.NI All sign permits nmst big accomp,+nicid by a stab' drawiiry Fiernrit I vi, .3�5,!ML tend plot plan If work authorized undrr a sign pr`rmi Re �i '-- I- �/ —�bl52!f has not born completed within ninety days afl,or the Ilpprovi'd lay . ��A .._ _ issuance of tho prrmi t , thr prr•mi I :+h,+1 l ht-c(lme ""ll oats` and vfii .l I I l t:l ti ll;Al 1'I RN11 1 I CERTIFY THAT I AM THF RECORDED OWNF R OF THE PROPERTY 121 twI),1 It YI OR AN JAGLPI AUIHORIZZEDD BY Tilt 014NI R rill— " Elll'II DTNI; IN IdMf I � �1" VflvlI I1 YE_` 0 ( ) At.)p icar s S1gni4tur u SCIM 1.5 l l/i 1 C i6t,k 16 Ad d r I.-s s it it iriv � 53,� � �1!)P rt74X 1 .2 3 'TaT 77 �T j L-1 u.'Li L-1 4..1 Lf U'L 1kcI ' 1 Ver.► .i� Garden - . i ILALIO M wokli3p r PERMIT SUBMI77AL I 1 his is an occgcnAl,.un uhlrshe0 drAWjng created by,•And is the p PrvScgn. Inc 11 is itteQ lo►your personal UsP in"connect i project becng g1AnnP �yvi�by p��Sign, fnc If cs nvf fv bP�firA rep+orlucv+d cv(ic �,exn�h�r�n rn Any fas • i P• a : • • 97266 e E -AK55 6A54 Kier i zov �lL AAt. Olg679a APPROVED CITY OF TIGARD 11Y.VI`to, Tia,- 1)4Awtjep4 �-J e+WI i vwv I �I���S �•n�%"x 5 `r rilII �- l-�A� _'� ��ie?►C JI '�► � �1-rte date (,Z/, q� drawing ( � Cutler no B" CCS' ..1 282.76 POMC " -VKAW_ ( EAST, . BOUND) 1.i ; EXT6N9le 4,4,r1ON DF Ir / PC M^ c"ty GV N yTPu v�1uN A1+ MA N HAA 1 r.� XyG ANV 6ATc4l DA-AN QY.AP G�•1TF FHP F"pierr No NGh-IX-'1•DCI�) ` .....r rig"" ►� I'1 LP 1. .. .� _ _ ... `.,�.,. \•f .. �- , ... �'�, rf+�f a `, eJ7•ANPAfV Lq•IG G?! {,• � Cyst-���1 rim 200)-M ,,- IC IN 16 a1T 262 6,7 W/TN 14 1_F I Z`CL r A "A., NLLW*M I*VJ3 cAll CA L ,f,tz M AT&H E m!IT c, 0VEp ANS V., eUP9 AN _ IVr AW40T UM►T7 Ilk. 7, I 0 .4` 14 { i •, � r , IAA �{ `�� I( R APPROVED F l�Tpd16 IM F'MiOV6M D hrl"J pj"( !J Dar CITY ()P TIG ARD PSI' PFJ FXi r No• H�- - q `?(1 b) By �l C_ d►' 4 W IRe MPh4-1 G11oN Q Gc►�Jf� PAGWIC HIGHWAY ,( 4 ejlpe WALe- GoNTr*COFL 4HAt4, PA&L l MCI 'IVB 6eAAMEt4T Fr—N AT Or 40' W I1�� PPNINAY / VVF241-Y�l!P6 r-ftl LLA,t,tpV 1C� ,Y/k-T-WIH ToE 410F4tJ.. LOW � .,\ - ._ .LLL- .Y JT �•`i�^•'7���t4TT�0•�..._..«._ _...-.._-_ ....�-��.Y.1...-_.,.- _.�. ._--�_.. _ __ --. a a aaa slag -4m `.. � ri4� Sit ...-�. ,r IN'JfNLL I�Fl WAIF M61t* _ - Co �� F�,QW ►'FeVeNtBF Y 40000. Fit 404� 11FMMau v y— A� 0 2e1.05& _^ - M GU bl tfi 3Q ice' `per r� llr' .� .� ql,r1k, 0 0v+crr vrw N. 244 it> -- n LM uC 3. � Mum (-,TTY OF TIGARD RFCE.:If:,T, NAME OF PAYMENT 91 -220624 CHECK AMOUNT EMPIRF COURT AMOUNT "0670 9 '77. 50 CLACKAMAS, Op PAYMENT DATE 0. 00 9?0t 15 1 p, SURD I v I s I Otq 4 V'URPOSE OF PAYMENT AMOUNT PA;i.,. PLIRP08E OF PAYME lel,.r AMOUNT rq y EJ F 91--p03 BUILD PER i—L,*f i---D-146"'FE. PLAN CHECK vE 25. 00 16. AMOUNT Poro 50 INSPECT ON NCTICB ✓� ' City of Tigard Building popartaent ' 13125 SM Ball Blvd. Tigard, Oregon 47223 Inspection Line (Rec-o-Phone)s 639-4175 Business Phone: 639-4171 Inspect ion i- --- Footinq Plbg. Underslab Mech. Rough-in Api+r/gdwlk Found. Plbg. Top Out Gas Line FINALS ld Poet/Beam StrUct. ban. ewer Framing -B 9' Poet/beam Mech. Rain Drain 7nnule'cion -ply' Plbq. Underfloor Netter Line Gyp. Bd. -Mech. Date Requeat+tdt �Z Address: f J'� � Permit �t Builder:____.___-__ - THE FOLLOWING CORRECTIONS ARE REQUIRM �-� -L s Inepeotort�! Date:fl ?r APPROVED DISAPPROVCU APPROVED SUBJECT TO ABOVE Call For Reinep. CITYOF TiIFA RD, rEPTIF!CATE OF' cr1y RD OC C A)PANf I", COMMUNITY DEVELOPMENT DEPARTMENT anew 1:,FRMIT 1312.S SW HWI Blvd. P.O.Box23397,Tigad Omqjn WM.(SWI OPP-4�75 (47 ------ L)HIL 15 OLD: 0371 SITE ADDRESS. . . 1 142150 SW PACIFIC HWY PARCEL: 25II0AA-01 !00 ZONING: C-G BLOCK. . . LOT. . . . . . . . . . . . . I CLOSS OF' WORK. :NEW iyPE OF UGE. . . 3COM OCCUPANCY GRP. sB2 OCCUPANCY LOAD 79 I F.14AN'r NAME. . . sTHE OARDENERIS CHOICE PemAt kst Construct new office and chap buildings W1 T.-fl parking, 4v,iveway, et(-,. Owner snir.44UN 1513M0 G. f . WALLACE ROAD ItittWOUKIE OR 9726 Phone #s 664-2727 ClontracAr1rh BROCKAMP & JAEGER, INC. 15796 S. BOARDWALK OREGON CITY OR 97045 Vlhum? #: 6155-4151 P"q 00030 Out-upancy of the about, referenced building is hereby given, and cer-tifie.6 the compliance with the State Of Orpgori Specialty Code,, for the group, cpc-cupsnr�y,j Vnd use under which the r,F.-Feronved permit w- . ' ssmed. IRE DEPARTMENT BUILDING I CTOP I AL POST IN CONSPICUOUS PLACE �PCIN vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVER r ON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE a a Off' (503) 526-2469 rSTED: Or�,vv.�NT �W/19rti R5 �N�rc� —� CONTRACTOR _ BLD( . PERMIT �k � PROJECT NAME _ PLAN REVIEW ft LOCATION JURISDICTION: Be. 2= Du, 3= K.C�4 •5= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= PIC COVEI< NAL� SP ,CIAI. FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing r] Separation Wails Sprinkler System C] Shaft Fire Dampers (Overheact/UnOerground) 0 Alarm System Hood' Extng Systems Conference Spray Bonth Ceiling Cover Other r1� T, T 1 / L6 L �cL e,�;�j -�---� A II� r 1"n f- - -- — Inspector: r)�* (�� r�.' 1�';�CTIC►N N4TICS �� city of Tiriard Building Depar`jw`et l i 97223 13125 SK Ball Blvd. Tigard, oregor. Inspection Line (Rec-o-P'.,one): 639-4175 Hueinona Phones 639-4171 I"apact'on:_ --- - — - P1 . Underslab Mech. rtough-in Appr/Sdwlk Footing � FINALE Found. Ploy. Top Out Gas Line __ Poet/Beam 3truct, San. Sewer Framing Bldg' Insulation -Plumb' Poet/Beam Meca. Rain Drain f- Gyp. ed PlIN. Underfloor Water Line . -Nech.� � PN ate ^.quested: Sj M%rmit lddreess� iy - Builder: TME FOLLOWiNG, CTIONS ARE RNQIIREDt r Gly' - - --------- --__..---- "ter----�'� — inspector: -- — __—.-----__ IEPPRO'/ED DISAPPROVED APPROVED SJB.IECT TO ABOVE Call For Aain.:p. CITY OFTIFARD 1"EMPORARY CERTIFICATE CITY AD OF OCCUPANCY COMMUNITY DEVELOPMENT DEPA;�V, !K F-,rPMVr* #. . . . . . . r BUP90-0246 -W1 Blvd. P.O. I JE 13126 3W A BW 23397,TlgaM,0MVv V=j ) , 175 DATE iSSUED' 8 " 16/ 91 1.1"E ADDRESS. . . 1 14240 SW PAC IF7(-. NWY PARCEL: J'5110A0 -1?11100 tiUBDIVISYON. . . . v ZONING: C- L-- B1.r5CK. . .. . . . . o . ol LOT, o . . . . . . . . I I CLASS OF WORK. :NEW TYPE OF USE. . . 3Com OCCUPANC', URP- 102 OCCUPANCY LOADI 79 TCNANT NA44E. . . zTHE GARDENER' S CHOICE Pewav,kxi TEMPORARY OCCUPANCY FOk -9.Q-. EICYS FROM DATE UV Constr,uct now office Wid shop buildi-ogs with parking, driveway, etc:. Owner: STEPHEN BATES 15!410 S. C'. WALLACE' ROAD 1111-WALIKIE OR 97467 Phonti #s 6134-27P7 SPOCKAMP & JAEGER, INC. 15796 G. BOARDWALK ORE13ON CITY OR 97045 Phone *: 655—Sitl Rely 4. . . 00030 1 Occupancy of the above refev--*nved ht.tilding %#6 hsy-eby given, and certifir% the compjijknLe qith the State Of Ot-eqon Specialt ) Codes for, the gv,aun- , oc-eflpanvy, and use under, which the r--efvt-sanr.,c-d p:: -mit was ' s ted. f'I RE" DE�ARTMENT BLI 1,Ly I NG P ed BLI NCG OF IAL I-10ST IN CONSPICUOUG PLACE CITY O, TIGARD �4 CMOFTWARD COMMUNITY DEVELOPMENT DEPARTMENT 01111000111 PLUMBING PERMI 7 13125 SW HWJ BW. P O.Sm M97,TIpM,OrWn 97M(5013)M4176 c7t2 PERMIT #. . . . . . . . PLM90-0,_ r4 DATE 1SSUED: 06/24/91 14240 SW PACIFIC HWY �)l 5 1 ON. . . . - PARCEL: i2!*2'1J0Ac1_!, LOT.. . . . . . . . . . . . . ZONING: C-6 --------------------- (Jt: WORM. . :NEW Gh-RrAGU DTSPOSALS. . MOBILE JSE. . . . I col WAC�;AXNG MACH. . . . . . . : HUML bPAUL'i. BACKFLOW PREVNTRS. . -2 W,;Cy G3PP. PLOOR .DRAIN.:,, . . . . . . t 1 TRAPS. . .. . . . . . . . . . . . WATER HEATERS. . . . . . .2 CATCH BASINS. - - " LAUNDRY TRAYS. . . . . . : . . . . . . UR1N,1)L_S . . � . . . . . . . . . SF RAIN DRAINS. . . -, . 2 OTHER FIXTURES . . GREPOE TRAPS. . . . . . . . . . . . .. I SEWER LINE (ft) . . . . I*t�. :2 WATER LINE (ft ) . . . . RAIN DRAIN (ft) . bi-iiI(Jings iith Ptiwki.ng. driveway, etc BACKFLOW DEVICE 6/24/91 FEE_, y omoo-ir t by date reept ROAP 00 JI-H 06/25/91 - J. , PLCK E 16- 75 JLH 06 /25/91 — 5PC T f3. ;5 5 TL.Vi it r.,04-i�,727 PAYM i 97. 50 )7. 50 JLH 01/2E/-i PRMt It 0 JIJA 06/;--"4/91 NUI --ON _F ILE 5PCT 0. 36 Tt,.H 0 6 214'E'�V ! Is Issiec subject to the riplations conjained in the REDUIRED INSPECTIV:qp Rough--in Inc M'i'ICIPAI Code, State of Ore. 90tcialty Codes and all other Top—otit Insp P11 work will be dare in accordance with Rain Lit-&in Insp this ofirmit will excise if war4 is not started Final 1.1spettiolt, da;: of issuance. or if work Is susoerded for more Call 1 f s ciect i.on 639-41 A. 4.,I"f Y OF 1 I C�ARU RECE i F,'F OF F'AYME NT i REGE:I PT NO. CHECK AMOUNT s 7. 38 r rAc31 I AIhOUN I' . r�0 P1(al'SE n GARDFNER' O CHOICE rAYMU-NT "AJE Q)6,/24/91 F;L1IJFkL-"58 n Eii.1I?fJIV: �tfjN n F'cJRF'Q5k C1F' 'AYMF.=N'F N-jMOIJN'f PAIL) K:rIJRR0S'E. OF PAYMCN•Y' WONT PAID _ __ ..•... _: _.--7.F,Q, ST, RUIt_L) PER a'l_tJM41:(NO PERM EI 14-240 SW PAr I F 11::: HWY 7. 8(3 TUTAL AMMINT F"IM P — _? Y Y- 1 , PBC T 1�]CIC �� City of Tigard Building Department 13125 ON Hall Blvd. Tigard, Or9gon 972:3 Inspection Line (R.ec-o-Phone): 539-4175 Busineaa Phone: 39-4171 Inspections �_----- ------._.__-- tooting Plbg. Underalab Mech. Rough .n llppr/Sdwlk Found. Plbg. Top Out Gan Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line LYP. Bd. -Her-h. Date Aoguested:�1 Times AM M Maroon: Builder: _ THE FOLLOWING OORRZCPION8 ARE RSQUIREDs i Inspectors flat— DISAPPROVED APP&CM StMISM TO 11gM _Call For Reinsp. 1 SPEC�ION K?TICE -�.-_ ' City of Tigard Building Department 1312S M Ball llvd. Tigard, Oregoa 97223 InsYection Line (Rnc-o-PhonN): 63^-4175 Business Phone: 639-4171 Inspection: Tooting Plbg. Undarslab Much. Rough-in Appr/Sdwlk Found. Plbg. Top out Cas Line FINAL.- Post/Beam INAL:Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Peam Mech. Rain Drain 2noulalllon > -Ply, Plbg. Underfloor Water Lino _J Oyp. /d, / -Meth. Date Requested:- �-7 /(� `7 me 40 PM hddrese:__— , Lf L —*Permit it Builder: E c THE POLLOHIc.`, CORRECPIORB ARE REQUIRED: -. �•-,lam. Tnepertory Date: U y/ JIPPROVEb DISAPPROVED APPROVED SUB.TECT To ABOVE I Call For Reinep. �Ptc: vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTIMENT FIRE MARSHALS 0FFICE (503) 526-2469 ARE POSTED OCCUPANT A R rUa: S 1 G C, CONTRACTOR — G 1�7 — BLDG. PERMIT it �(J PROJECT NAME f"—_ PLAN REVIEW It_ LOCATION I '� (�(.) 7� 6 L �1�y JURISDICTION: 1= Be. 2= Du. 3= K.C. 4= Ti, 5= Tu. 6= Sh, 7= Wi , 8= CC, 9= WC 0= MC COVER FINAL SPEC.TAI. FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation. Walls ❑ Sprinkler. System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extag Systems ❑ Conference ❑ Spr•xy Booth ❑ Ceiling Cover ❑ Other Date; �.� � � Inspector; �' '� �� ;t INSPECTION NOTICE 711 City of Tigard Balldlaq Depart�eet e , z 13125 811 gall Bled. Tigard, Oregoss 97223 Inspection Liia (Roc-O-Phone)r 639-4175 Business Phone: 639-4171 Inipectl.onr_ .1 4 l.)oting Plbq. Underalab Hoch. Rough-in Appr/Sdwlk Found. P1'a.7. Top Out one J.:ne FINAL: Post/Bean Strur.t. Sen. Sewer ` Fzaming -slug. P,3et/Beam Hoch. Rain Drain Iisulation -dumb. Plbg. Underfloor Nater Line Gyp. 8d. -Hoch. Date Requemted: Time: Am Address:. — L L P6Em1��1: _y Builder: THE FOLLOWING 0ORRECTION8 ARv REQUIREDt•,- Inspector:_!' IS -�� - Dater --APPIROVED -_ DISRPPROVRD APPROVED Et1R:DECT TO ADOVE Call. For Relnep bN��19ft NOTICi City of Tigard Building Department 13125 811 Ball Bled. Tigard, Oregon 97223 Inspection Line (Roc-O--Phones 639-4175 Business Phone: 639-4171 Inspections_ Footlnq 1-!IN, Undeealab Mech. Rough-in Appr/Sdwlk Found. 1 Plbg. Top out Cas Line FINALS Post/Beam Struct. San. Sewer Framing -Bl4g. Post/Hear. Mech.. Rain Drain Insulation -Plumb. Plbq Underfloor Water Line Cyp. Bd. -Hoch. Gate Requested: u r AN PM Address:___ L L11 / _.LL�.L x_!�_ 11�cll_ �rafit2rc11�L1�1� Ru 1.13erc_—. THE FOLLOWING CORRECTIONS ARE RRQUIRED: Inspectors _ Datec APPROVED —� DISAPPROVED !� APPROVED SURJECT To ABOVE --Call For Reinsp. ar► � +a w s ■w wr � � INSPECT*cel 114�.ISrs'i J City of Tigard Building DePar�2Z3 �12g gW Ball Blvd. Tigard. Oregon 97 Inspection Li pec.-O-Phone). 639-4175 Business Phone 39-41 1 InspectLoni— Footing Plbg. V pnAelab Hoch. Rough-in Appr/Sdwlk Plbq. Top Ou: Gas Lino FINAL= Found. Post/Buis BtrUQt. Ban. Sewer Framing -Bldg. Ra1r. Drain Insulation -Plumb. post/Beam mach. -Hoch. i Plbg. Underfloor Water Line GYP. Bd. c // �/ �( Time= __,_AM PN Da-e Request*418—. ,� Addreee=- Builder i_y TBE FO1,I,pWING 1.oRRSCTIONS ARE REQUIRED= &F_.._. Lr [.� Date L(. ��- Inspectors _M-- APPROVED DISAPPROVED APPROVED SUBJEC9' To ABOVE Call For ReinsP. ar w� titE a MEF a ! #A MOLE CTJON NOTICR City .,f Tigard Building Depazttesnt �f�-- 13125 8111&11 Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Plane): 639-4175 Business Phone: 63ti-4171 Inepectlont� --- Footing Plbg/ tlnderslah `Mech. Rough-in Appr/sdwlk Found. Plbg. Top Out Gan U.-A FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Itnderfloot Nater Line Gyp. Bd. Date Requestedt '` ___--/ Address: >/ Permit 1t_/! Builder: _ THE FOLL7NING CORRHCTIONS ARE REQUIREDt / it Inspectors APPROtRD _ DISAPPROVED _ APPROVED SUBJECT TO ABOVE Cali For Reinsp. / A Pig PBCPLON NMj—c9 City of Tigard euildinq Departeent l/ 13125 On Ball Blvd- Tigard, Orexton 97223 Inepection Lino (Rec-O-Phone): 639-4175 Bueine i Phone: 639-4171 Inspections_„ � ----- rooting Plbg. Underslab Mach. Rough-in ApFr/Rdwlk Found. Plbg. T(p Out Can Line FINAL: Pout/Beam Strurt. Sa.n. Sewer Taming -Bldg. Postineam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor slater Line Gyp. Bd. -Hoch. Date Requeetoyds '�� Timet AN PH Builders THE FOLLCMiING CORRECTIONS ARE REQUIODs I 1 ineFectors _ Date:S r ' —AP'Mol JtD _ -- D1bAPPROVED APPROVED SUBJECT TO ABOVE Cal l For Reinap. �NSPRCTION_NOTICE City of Tigaru wilding Dfnmrtment 13125 811 Hall Blvd. tigard, Oregon 97223 Inspection Line ('Reec.--oo-Phone): ,39-4175 Bueincoe Phone: 539-4171 Inspections, Foating Plbg. Underelab Mech. Rouqh-in Appr/Sdwlk Found. Plbq. ^op Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. tint/Ream Mech. Rain Drain InsulatLon -Piumb. Plbg. Undertlocr I/ater Line Gyp. Bd. -Mech. Date RcT:estedl- Timet AM _ p!i Addroae:. L �� am WAM 3M ermit f: Builder: THR NOLLAFIIM C01W2CTI0MB ARR REQUIRBDt t ----- , 4 APPRO✓ED T-- DISAPPROVi}D A?PROVED SUBJECT TO ABOVIt ___._Cal! For Reinap. INSP6CfION :sdTICE City of Tigard Bullding Oepartss nt 13125 SW Bell Blvd. Tigard, Dragon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections--- ",( A)L' -k- Footing -Footing Plbg. Underslab Mec. Roulh-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Post/Beam S`ruct. San. Sewer Framing -Bldg. Pont/Beam Mech. Rain Dra.n Insulation -Plumb. Plbg. Undetfloor Water LL.e Gyp. Bd. -Merh. Date Requesteds ,��J -�� Tions ASM} 1417 Adnresst Builder:__ !?✓�/J� cC� �2� f ,� -T_.� T THE FOLLOWING CORRECTION$ ARE MUIREDt J Inspectors. __ Dater APPROVED DISAPPROVED APPROVED 8UHnCT TO ABOVE T� _ - Call For Retnsp. II�'ir WASH114GTON COUNTY INSPECTION CARD PROJECT NO. DEPARTMENT OF LAND USE AND TRANSPORTATIONn IOR INSPECTIONS CALL: 640-3561, 24 HOURS PERWT NO.,OE FOR INFORMATION CALL.: 640-3410 -' ADDRESS J � /' J LATE7 J — PERMITEE Z DIRECTI7NS PHONE NO. -------------- 80110ING MISCELLANEOUS C ftg post�hPam�. n— ail-- mubilr how, p MBING — ELECTRICAL I fdn ramp ..rain drain apron/ rs post(hecm wood stove temp se-vice sla;� sidewalk i ,sul form sewer cover 6 service FINAL HVA(- top-out F gas test FINAL FINAL Sass t USA _ 1 Ak�P4OVED []NOT APPROVED It ES"tlEp (CTgN _ REPAIR AND RE- INSPECT REOU []APPROVED HOWEVER NOTE: ❑STOP WORK UNTIL: ------------ -- A --------- ------------ IVrll TFP P� DATE Ll ,l WASHINGTON COUNTY INSPECTION CARD PROJECT NO. DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NO. FOR 1 I'M IONS CALL: 64U-3561 , 24 HOURS EOR INFORMATION 40 CALL: 640-3470 GATE — _ ADDRESSLM DIRECTIONS PHONE N0. BUILDING MISCELLANEOUS P�UMB[N� _ ELECTRICAL ftri pnWbeam nail mobile home rain drain temp service fdn framr apron/ wood stove post/beam storm sewer cover 6 service sidewalk slab insul FINAL HVAC top-out FINAL FINAL f qas test t cewer IJSA No. UTNE LJ APPROVED NOT APPROVED STED INSPECTION REPAIR AND RL-INSPECT F_jAPPROVED IIOMFVER NOTE: "STOP WORK UNTIL: INSPECTED BY � DATE ' V T RF WAWWlxq PERMIT INSIALLER, ADDRESS \, 6 R . 4., q ' 1,t �SPSCTION !fOTICi City of Tigard Building oopertmant jn' >erti 13125 sw Ball 81rd- Tigard, Oregon 97223 n Lthe (Roc-0-phone): 639-4175 Business Phoue: 639-4171 I:-ePactJ.on: �-.-� Footing --- Plbg. Cndernlab Mach. Rough-in A Found. PPz/Sdwlk Plbg. Top out Cas Line FINALt Foot/Be-•q Struct. San. sewer Framing -Bldg. Pout/Beam Mach. Rain brain IreulatLon _Plumb. Plbq. Underfloor Mater Line EYP• ed. -Meeh. Data Requested: - TimeI AM —�.J'M Address: �� �, __ Psi ld©r'- --•�L•�•�iY, /�J i'" � �-�--- T1tE iY)Ll O{IIN: CORRSCTIONB ARE REQUIRED: -- - --_ — Inspect:+ Date: Z- - Z•�. _ 9 - APPROVED -•-----_____ � - �— �-- -- DISAI k ROVXo hPPROVI!D SUBJECT TO AB')VE ______Cell FOL ?einep. I4 rw V CE NM IC ding _ City of Tigard �?Tigard, Oregon 13125 S�1 gall Blvd. 4171 Rer.-o-Phona)s�%9-417_5 Busiflees hoMf 39- Inepection Line ( I J Inapec%ion: _lcr---f�- plbg. Undars�.ah Ro i- Appr/Sdwlk mech. in Footing Gas Line FINALS 7 plbg• Top Out i ounQ. _Bldg. Framing Post/Beam Strucr.. San. Sewer -plumb. Rain Drain Insulation Poet/Beam Mech. -Mech. ryp. Bd. plbq Nater Linit --/-, M —PK tlndert -cx�r _� _ Tires — Data Raquested: / - 7 Address:_ Builder: G,, THE r0UA WITi6 MRRECTIOl18 RRA 1i�QDI i - ----------- ---------- --------------- ------------- --------------- -- _ Date r - T DISAPPROVRD APPROVED SUSJECl' TO ABOVE ROVED _ Call For ReineP- 1 i ALBINA PORTLAND TACOMA 1040 N.E. 44th 36028 S. Cedar KIRKLAND Portland, OR 97213 11332 120th Ave.. N,E. Tacoma,WA 98409 Kirkland,WA 98033 WHOLESALE (503)188 5704 (206)475-5522 (206)822-2222 FAX: (503)280-9603 FAX- (206)474-6363 FAX (206)822-4,208 'Ile.�rrr'nq and(vr+Fing t�< G1 "t 'llvrt/ur.+t February 12, 1991 To: V—rm Control r,ENTLEMEN: Attot-hed are the following drawings / submittals : 4- Reznor Model F indoor gravity vented gas fired fan type unit heater, orifice for natural 9 .s, aluminized steel heat exchanger & burner. , 115 vclt motor with '_nternal overload, fan limit safety controls, energy cut off. device, 24 volt control voltage, trans- former therminal strife connector, single stage combination gas valie, -tancina pilot , convenient bottom burner access, lower half safety fan guard, horizontal directional louvers, 2 point threaded hanger connections, baked enamel and aluminized steel fl nish. NO`T'E: A copy of the approved submittals MUST be returned 4-(- Albina Wholesale prior to ordering the equipment.. ( JOB: LOCATION: C'NGINEER: ---_ _-�-�- CONTRACTOR:- By. -- - - --�1 G�G91rZ�QV c 5er?'r;Ar0F the Vorthw.ae miner 1,05S R IW M ' SERIES 100 FORM N0.8-F 188 INDOOR GRAVITY-VENTED NEW ftlilM-NMa� GAS-FIRED, } h FAN TYPE UNIT HEATERS FOR PAGE OF MODELF COMMERCIAL -- INDUSTRIAL USE -As �fRTIIIIit S �nZN L*APPROVID FROIIT VIEN REAR VIE V DEOCRIPTION STANDARD FEATURES The Reznor Series 100,Mo,46 F gas-fired u ut hebters are designed • Orifices for natural gas !"r 80%thermal efficiency for use with natural or prr pane gas in sizes • Aluminized steel heat exchanger from 25,000 to 400,000 Btuh gas input and are arranged for gravity venting Model F .snits are designed for ceiling suspension with • 115 volt supply voltage propeller fens for air delivery • 115 volt,ODf,motor with Internal overload Standard features on the Model F Series include a manual match-lit • Fan and limit safety controls pllut with 100% shut-off and a single-stage, 24-volt gas valve. A • Energy cut-off(E-30)device terninal strip connector facilitates field connection to a remote 24- 0 24 volt control voltage transformer vo t that mostat for automatic operation.Each unit Is provided with a fan control and required limit safety controls, including an energy a Terminal strip connector for 24--volt field wiring cut-off(ECO)device. • Single-stage combination gas valve ThesE units have been desi(7n-certified by the American Gas Associ- a Manual match-lit pilot with 100%shut-off atlon(AGA)and approve)r,by the Canadian Gas Association(CGA) a Convenient bottom burner access and bear the AGA or CdA label, and are approved for use in • Lower halt safety tan guard California. • Horizontal directional louvers NOTE: dodel F units for California require the addition r,f soark pilot • 2-point threaded hanger connections �ptlon AH2 cr AH3 • Baked�en�amel and aluminized steel finish SERIES inti MODEL F TECHNICAL DATA MODEL-NUMBER _ is 50 75 100 1'�0 leg 200 250 1 700 400 Btuh Input 15,000 50,000 75,000_ 100,000 130,000 185,000 200,000 25Q.000 300,000 400,000 *Btuh Thermal Output _ 21,000 40,000 60,000_ 80,000 104,000 132,000 150,000 200,000 240,000 320,000 **Gas Connection—Natural 1;2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" Vent Size(diameter) !" 4" 5" 6" 7" 8" 8" 10" 101, 12' Control Amps(24-Volt) 33 .33 .33 .33 .23 _.23 .23 .23 .20 20 Full-Load Amps(115V) 3.8 1.3 1.9 2.8 4.0 _4.0 4.0 2.5 4.0 7.0 _ Normal PowFr Conewnptlon-Watts 60 95 136 195 250 275 300 280 375 565 Throw a:8'Mounting Ht, 35' 39' 48' 80' 69' 78' 85' 98' 108' 120' CFM a 380 650 980 1250 1600 2200 2800 3360 3800 4940 _Outlet Velocity(FPM) _ 423 853 1168 _1358 932 1100 1217 1182 1426 1420 Motor Horsepower 1/70 1/40 1/15 1/30 1120 1/20 1/2u 1/6 1/4 1/2 Motor IPM __ 1550 1550 1550 1050 050 1050 1050 850 850 a50 Fan Diameter(in) � 10 10 12 —14 —14 18 20 22 22 24 Approx.Net Wt.05 J__ 72 79 _88 97 02 149 170 204 221 276 Approx.Ship Wt.Lbs. 89 9G 107_ 118 155 I ;i° 196— 232 249 311 *AGA ratlCgs for altitudes to 200L feet Abuvc 2000 feet de-rate by orifice change,4%for each 1000 feet above sea level *CGA ratings for allltudec to 2000 feet High altitude unite(2000 to 4.500 i,et)de-rated by 10%of maximum Input **Gas connections for propane are y,"for 311 sizes.Sizes shown are for gas connections,not line size,and are applicable to single-stage gas valves NOTE: Not certified for residential use. SERIES 100 MODEL F PAGE _ _ OF _ SUSPENSION POINTS(2)or(4) 31-10 FEMALE THREAD SEE NOTC 1 / 16 -'I E �---H F- 2�. ELECTRIC SUPPLY CONNECTION ----- e t ° ---�I\11 3 B I 1- - - - OPTIONAL. II I TOP FAN A GUARD N I I - I — 11 1166 OPTIONAL - 1 VERTICAL LOUVCR5 LI 1 J - FRONT D44 L GAS Connection R�OHt 5 I DE (NOT SUPPLY LINE SIZE( REAR NOTES: 1. I'se dimension"G"for(2)point suspension and"E"and"IT"for(4)point. 2 Factory equipped(2)point suspension;(4)point is optional. _ SERIES 100 MODEL F DIMENSICNS(ACCURATE WITHIN PLUS OR MINUS 1/S") MOD,11 _ -- NOA . 9 C D E F G H I _ - 2--25 - 29eh lime 27iie 31;i, v J K --L --- APPROX. APPROX. 50 28Ye 13? e 6 �4r/1e 14'ha 17aj� 4 10e PR NET WT. SHIP.WT. ------ __1e 27/ie 31'/�e 577 7 h2 16 '/2 '/z /1e 1489 100 995% 150/18 e7'/ie 31'/1e 5xz x 14'/+8 14�hx 17a/i 4 10eh2 16 yx y 72 98 --- 295 /9x 14 1/9a 173/, 5 10"/92 18 -9 130 39/e 1T1e 31,,e 317/�e 607/x2 14y1e 141hx 17374 8 12 /2. _i2 -BB 107 — ?%2 18 14 185 39y9 279/1 367/te 36'9'17 4% 191952 152352 21% 7 11+Irax 24 1/0 '1h A7 118 -- /ie 35 200 39,r _ 918 47� 191952 1572/92 21 1h 132 155 230/18 353ie 3512/18 47� i9, �e 9 140ha 24 1/# 14 149 250 352 1572/92 21 _ 172 300 39% 2870/ 3G 8 14'•y9a 2d ;z 112 179 _ is 353'18 3615/18 17,5 19t5ra2 15'3�u 213'8 10 121152 24 1- 196 39% 28"yte 381%, 35+ r 7 /v 204 400 99ei 910 4/e 18'352 1523792 21% 10 1?"h2 24 232 e 37/_e 37% 351%, 47� 19"/9x 15x�/9a 20'/ie 12 % '/2 221 249 13 24 Y14 1h 176 CLEARANCE FROM COMBUSTIBLES 311 1. Top and flue Conner tion 6,. 2 Sides- 18". WARNING: GAS-FIRED APPLIANCES 3 801tOm- 12" When su plied with optional downturn nozzle, ARE NOT DESIGNED FGP USE IN HAZ- bottom clearance is 42".� ARDOUS ATMOSPHE 4. Hick--For service purposes,the beck o1 RFS CONTAIN- 24''clearance, the unit must have CONTAIN- ING FLAMMABLE VAPORS OR COM RUS7IBLE L, ST,OR ATMO$PHFRES CONTAINING CHLORINATED OR HAL- OGENATFO HYDROCARBONS INSTAL!ATIONS IN PUBLIC GARAG. ES OR AIRPLANE HA,-GARS ARE PER- MITTFO WHEN IN ACCORDANCE N,YH ANSI Z223 1 AND NFPA 54 ti CODES, 0 REZNQR ,,,/,,,, MERCER,PA.18137 "568 Reznor�' 1 "� .... AV UA'akfly/ VANUFACTURER OF GAS,OIL,ELECTRIC HFA T IhG AND VENTILATING SY Printed in U S A 15M ,,,ByyE STEMS BROANI SPECIFICATION SHEET MODELS 6 6 & 684 CEILING FANS \\ , Dependable, high perk►:manca bathroom TYPICAL SPECIFICATION v©ntilai!on. Ventilator shall be Broan Model 676(groan Mcdel 684). !lnit shall have steel housing with adjustable FEATURES mounting bracFets. It shall 5e ducted to a roof or GRILLE: wall cap. • Attractive grille conceals Interior Motor assembly shall have a centrifugal blower • Matte white polymeric - blends well with any decor wheel, be removable and lifetime Iubricsted.RPM It Torsion spring grille mounting - no tcols required not to exceed 1625 (Model 676), 1500 (Model FA4). MOTOR: • Plug-in, thermally protected, lifetime lubricated Air delivery shall be no less than 1 10 CFN, and • Centrfugal blower wheal sound level no greater than 4.0 Sones (Model 676), 80 CFM and 2.5 Sones (Model 684). All air HOII` ING: and sound ratings shall be certified by HVI. • hugged steel construction • Adjustable mounting brackets span up to 24" Unit shall be U.I , listed. • Tapered, polymeric duct fitting for easy, positive duct connection and no metallic clatter MODEL 687H: Rough-in housing for 676F and 584F E -(- finish assembi es (packed 4 per carton). 4 SPEC IFWATIONS MCDEL VOLTS AMPS RPM SONES CFM DUCT r — 1 676 120 i.1 1625 0 110 4" Rd. 884 120 0.75 1500 2.5 I 80 4' r':'- I Inn HVI earlllieo ratings comply with testing pro- cedures prescribed by the Home 'aanlllating Instltuleenoconductedaithe Taxes Engineering -A&N. �1 `� \ Experiment Station at Texas AAM UniversityI I Ratings rine at 10 1n static pr assure Sones are a OWN \ measure of loudness and aro measured In HVI's sem.roverberint sound test rooi.+ BRYAN MFG. CO., INC./P. NORTEK COMPAI IV HARTFORD, WISCONSIN 53027 REFERENCE OTY. PEMARK_S__ Locatlon Architect Engineer C.ontrar-tor 'r,,dro Submitted by_j t- i uhf Date .2�13�9 A-929 5AJ _ 39041079A KNUNWAR BROAN SPECIFICATION SHEET MODELS 161 & 162 INFRARED BULB HEATERS Silent warmth and the choice of added ventilation in TYPICAL SPECIFICATION a compact design. Binh Heater shall be Broan Model 161 (Broan Model FEATURES 162) • Matte white polymeric grille • Electro-galvanized steel housing Heater shall have electro galvanized steel housing and • Adjustable mounting brackets with keyhole slots that adjustable mounting brackets, span up to 24" • Accepts 250W R40-size infrared bulb (not included) Unit must U.L.a 250W R40-size infrared bulb. Bulb be • May be !^ed with the following Broan controls: Heater to be U.Llisted. Model 59, 60-Minute Timer MODEL 162 BULB HEATER/FAN ONLY, Modr 1 61, 15-Minute Timer Model 63, 60-Minute Timer with Tocgle Switch Motor assembly to be removable and lifetime lubricated. Model 68, Multi-Control (Mode 16? only) Non-metallic damper/durr connector to be include. MODEL 162 BULB HEATER/FAN ONLY: • Plug-In, thermally protected, lifetime lubricated mot(-r Heater and ventilator to operate separately (in • Quiet, polymeric blower wheel combination). • Polymeric damper duct connector with 1.5/8" long Air delivery shall be no less than 70 CFM and sound level tapered sleeve and no metallic clatter • Heat and Vent functions may h: controlled separately or no greater than 3.5 Sones.All air and sound ratings shall be cerUiied by HVI. Bulli Aeatei/Fan to be U.L. listed. in combination • Model 162H: Rough-in housing for Model 162F. Packed 4 per carton 'I • Model 162F: Finish assembly for Model 1621-1. Packed 4 38 I Mode{ 161 per uarton Model 162 SPECIFICATIONS MODEL VOLTS AMPS WATTS' SONES CFM DUCT 1 t 161 120 2.1 250'" -- -- -- i ( I I I,A 162 120 2.5 300" 3.5 70 4" Rd. r, g3 i 1 -1 I y Jill 'Total Connected Load "R40-size Infrared Bulbs. Use horns wiring rated 750C for Model 161, 600C for Model 162. HVI certified ratings cornpiy with testing pro- - IO CQ• O vp7� cedwes prescribed by the Home Ventilating In- x= I- slllute and conducted al the x Texas Engineer- L (/ ng Evperimont Station at texas tic p U,-kure sov Ratings are al 10 v.. alalic pressure. \\ S(,oes are a measure of loudness and are V \� measured In Hvrs semi-reveiberant sound test room. GROAN MFG. (CO., INC:./A NORTEK CONIF4N" HARTFORD, WISCONSIN 53027 REFERENCE QTY. REMARKS Project -� Locetlon Architect Eng!neer ^.)ntractor �rr,� ') Uri _ Date Submitted by J,Lu,,,s,,,, j�t!�j, �J ,r3 �)1 A-906 . 981_ .� nnn41,13RA IN�'porZIUN N<rICB ` City of Tigard ,fundi 13125 511 Bal! Blvd, � �l�rtsssent � Inspection Line Rec- Tigetd, Ureyon 97223 O-Phon&): 639--4175 Business Phone: 699-4171 ln�PectLonr Plbg. Underslab Mech. Rough-in Appr/Sdwlk !'ound. Plbg. Top out Cas Line FINAL: Poet/Beam St_ruct. San. Sews._ F,eminy -Bldg. Post/Ream Mech. Rai., n.din Innulatton -Plumb. Plbg. Underfloor Water Line EYP. ed. -Mach. Date Request.edr Time= j\ AM PM 'i Perini Bullders - _ THE OORRRCPICINS ARS REQUIRED: Inspectors ------------ Date:� _APPRJVgD � DISAPPROVED - APPROVED SUBJRCi' TO ADM For Reinap. CI1Y®F TI BARD COMMUNITY DEVELOPMENT DEPARTMENT oftem RD IF 13126 SW HWI Blvd, RO,Bca 23397.Tiprd,Ompgon 97223(503)8394175 PLUMBING PERMIT DATE ISSUED: 01128191 r3l rE A)DDRE613. . . - 14240 SW PACIFIC H14Y r-`ARCEL: 25110AA-01100 �_-,Ubl)I V 18 1 ON. . . . : ZONING: C—G IALOCK. . . . . . . . . . .1 1-0 r CLASS OF WORK. . :NEW GARBAGE DISPOSALS. . : MOBILE 'iOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . i BACKFLOW PREVNTRS. . .- I OCCUPANCY GRP. . :BE FLOOR DRAINS. . . . . , . : 1TRAP'S. . . . . . . . STORIES. » » . . . . . : I WATER HEATERS. . . . . . GA7rH SPSINS. . . . . . . . FIXTURES-- LAUNnRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 1 URINALS_ . . . . ' . . . . . GREASE TRAP'S. . . . . . . i-ovA,roRIES. . . _ :2 OTHER FIXTURES. . . . . T'Llb/SHOWERS. . . . : 1 SEWER LINE WATER CLOSETS. . :2 WATER LINE (ft ) . . . . DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . Reffl,Wks : Construct new office hi.tildings with Par-king, cjr,i%,ewaS,, etc. Owners STEPHEN RATE0 F(7r_S --------------- type amol.(nt by d:jj,t! t-eept 15500 S. E. WAL[_ACE ROAD PRMT $ 75. 00 P1ILWAUKIE OR 97L67 PLCV, $ 13. 715 'J r1hone #: 684-2727 5PCT $ 3. 75 PAYM $ 97. 50 JLIA 01 /28/91 c'UNTRACTOR NOT ON FILE F,one #! - T. 50 TOTAL. REDUI RED INSPECT IONS This permit is issued subject to the reguistions contained in the Roijgh-in Jnsp Tigard Munscipal Code, State of 01,v. Specialty Codes and all other Top—C)Llt IOSp applicable laws. PH work will be acne in accordance with Rain Dt-ain Ins approved plans. This permit will expire if work it not started Final In! pqctio' n within 181 days of issuance. or if work is susDet-ced for more 4kan IN days. Permittee Sin - t .tt,eall- o-r inspection 639-4175 Rw-- TZWKI #f owl W1 CONNECTION C'�OFTIFARD SEWER PE�IMIT COMMUNITY DEVELOPMENT DEPARTMENT CffYOFTWA PERMIT #. . . . . . 13125 SW Hug Blvd, P.O.Box 23397.Tigad,C*TopDn 07223(60.1)6X417r, 0"(110111111 DATE ISSUED: 01128191 I UDHES - - - ! 141:--,40 SW PAC IF I C —R—Wy --- - SUBDIVISION. . . .: PARCELs 2SI10AA-01100 14 L 0 C.'{. . . . . . . . . . . LOT.. . . . . . . . . . . . . ZONING: (1--C.; TENANT NAME. . . . . IGORDNF'41 S CHOICE USA NO. . . . . . . . . . :43156 U, CLASS OF WORK. . . :NEW FIXTURE UNITS. . . a22 TYDWELLING UNITS. . !2 PE OF USE. . . . . :Cr m NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :6USWR IMPERV SURFArE. . .2961010 : sf Rvmat-ks: Construct new Office Arid shop bi.iildinqs; with pai,,kiriq. ci -lveway, etc, qrEPHEN BAIOTG FEES -------------- t ype alnailnt by ate S. E. WALLACE ROAD di,ecpt PAYM $ 2545. 00 JLH 06/27/90 ?@F,087 ;,111L.Wl?UKIE UR 97267 PIRM r $ 2500. 00 ,-:,hone #: 684-2727 INSP $ 45. 00 ;ONTRACTOR w,r ON FILE Phone #: I 2S45. 00 TOTAL -his Applicant agrees to c3poly with all the rules and regulations SewerREGIRED INSPECTIONS f theSt"act Agency. The Perait expires 120 davt fron - IrjsPe�U_tiojj this dtp issued. The total alount Paid will be forfe,ted If the i3ervit @Ymires. Th,- AD-Pncv does rot guarantee the accuracy of the side sewer laterals. If tha sewer is not located at the ne*asurn-nt Given, the installer shall prospect 3 feet in all Ltirections frov chp distance given. If not so located. the ingfdlltr sha I purchase "Tau and Side Sewer' Perct and the A,]encv wili instal; a lateral. 1,- Cal 1 fO-- inspect ion 639--4175 CITY O' TIFA RD BUILDINC..*, FERMI i CORIMUNrTY DEVELOPMENT DEPARTMENT CffY0FTK4RD -,,rRMIr #. . . . . . , 00100N 13126 SW 1*J1 BOW. P.O.Bar 23397,TiqaW,Or9gon 972M 76 7 ISSUED- 01 /28/9 1,+. 4O SW PACIFIC HWY ' ARCEL.- 2S 1100A-01 1 1-4(, "C'NING: C—G 1LOCV. . . . . . . . . . a LOT. . . . . . . . . . . . . . FTE ISSUE: FLOOR AREAS---------— ExrE,RIOR WALL CONSTRUCTIOi- CLASS OF WORf(, .-NEW FIRST. . . . :3172 sf N: 1HR S: Es WA `VPE OF USE:. . . :COM SECOND_ : s f PROTECT OPEN IYPE OF CONST. :5N THIRD. _ : of N: SC E. W: OCCUPANCY ORP, BJ,' OTAL r 3172 sf ROOF CONST:C FIRE OCCUPANCY LIRD: 79 BASEMENT. : sf AREA SEP. RATE.D. STOP. : 1 HT. : 13 ft GAROGE. . . : sf OCCU SEP, RATED: SSMT? eN MEZZ?!N REOD SETBACKS—--- REQUIRED F!_OOR LOAD. . . . - 12! p s f LL!-T-0 f t RGHT-0 ft FIR SPK!_:N SMOK rL i,, . N DWELLING UNITS: FRNT:20 ft REAR:20 ft FIR ALRMiN HN'i)Ir.PEDRMS: BAIHS P ;"CC-y i :29600 PRO LORR:N Pt:)RK' t\1L.- 10 VALUE. $ : 1'/0000 RflfflArks : Construct new office not shop buildings with par-king, driveway, Cis t C. Owner: STEPHEN BA "EQ F[;'.ES 15500 Vii. E. WALLACE ROAJ) type amount by date reccit PAYM 6,38. 40 it-1.1 tA6127190 MIL.WnUKIE OR 97267 PR14T 606. OLA / Phone #: 684-2727 FIRE _95. 20 FIRE 243. 20 SPCT 30. 40 Ccntractar.- P S'?OCKAMV-1 & JAEGER, INC. AYM 6 38. -r.0 JL.H 01/28/91 15796 S. BOARDWALK UREGON ciry OR 97045 -'hone #.- 655-915,1 ~ 1276. 80 TOTAL Reg #. , : 00030 -------- REQU This pervit is issued subject to the regulations contained in the 'Slab Trisp IRED INSr',;FCTICINS Tioa-d Municipal Code, State of Ore. Specialty Codes and al I other Framing lrtco applicable lass. All work will be done in accordonce with Roof nailrq Itisp acoroveo PlAns, This perip. will expire if wt),-k is not started Insulation I n ti p within IN ddvs of issuarc@, or if work is susti!nded for tore Gyp Board Insp than 18e days. cusp Ceilnq Inso ------ FinAl Inspection t'"iittPe P � � C, � f'r�4 .__v_ ______. -_ _ ___._�_ _ .__r._� ed By Call for insp?ct ion 639-417°r IN MECHANICAL PE C'TYOFTIFARD PERMIT #. . . . .RMIT . . COMMUNITY DEVELOPMENT DEPARTMENT WYOFTWO 131258WHrAl Blvd. P.O.Flax 23397jowd,Oregm 97M(600)GS"175 DATE ISSUED: 01126191 L;1TE ADDRESS. . . : 14C.40 bW POLIFIG HWY PARCEL: 2S110AA-011V SUBDIVISION. . . . : ZONING: C-G BLOCK. . . . . . . . . . .. LOI . . . . . . . . . . . . . I CLASS OF WORK. . :NEW FLOOR FURN. EVAP Cr-OLERS: TYPE OF USE. . . . :COM UNIT HEATERS. 4 VEiv-i FANS. . . :12' OCCUPANCY GRP. . .-B2 VENTS W/O APP- : VENT SYSTEMS: STORIES. . . . . . . . : 1 BOILERS/COMPRESSOh'-, HOODS. . . . . . . .. FUEL 0-3 HP. . . . : DOMES. INCIN- : /GAS/ 3-15 HP. . . . : COMML. INCIN: VAX INPUT: 100000 STU i 15-30 HP. . . . i REPAIR UNITq: FIRE DAMr)ER'0;. . .N 30 -50 HP. . . . - WOODGTOVES. , : GAS PRES:3URE. . . -L 5@4 HP. . . . : 17LO DRYERS. . : N(-). OF AIR HANDLING UNITS OTHER UNITS. : FURN ( 100K BTU-. <= 10000 cfr.,: GAS OUTLETS. :4 FURN ) =100K BTU: > 10000 cfm: R?m&v,ks - C01hSt1'L1t't new office and shop bl-tildings with irking, driveway, et( Owner: FF[ , SJUPHEN EATFq type aMOLI-It by date reept '.5500 S. L. WALI-ACE ROOD PRM) t 427. ,'710 PLCK 1 v1. 50 MILWAWE OR 97267 C13PC T 0 Phone #: 684--2727 PAYM 4 54. 0 JLH -01 /2,8/91 Contractor- - CONTRACTOR NOT ON FILE -) (" 1,45-1101 �'- lelttl2f—' 1*5�( Phoi,e If ,,0<1�e-C, e>t,e '76e,L/ t 54. 60 TOTAL -- Ren REQUIRED YNSPECTIOILS This pervit is issued sub'iect to the regulations contained in tie Gas Line Insp Tigard Municicil Code, State of D-P. Specialty Codes and all other P;cr-hanical 1-1sp anclicetle laws. All work will be done in accordance with Heeiing Unt Insp ,naroved flans. This perct will mire if work is not started Dl-tc-t; Inspection within IN dmfs of issuance, or if work is suspended for eart Final Inspection than 181 dayt, L Call for insperti.on - 639-4175, j -;Ji C I r'r (IF I T GARD - RE:CE I F'l' )F PAYMENT RECL^I PT NO. a 91 '09089 CHECK AMQUN i' a "790. `:aVF NAME GARDENER' 5 f i ICIIf;F CASH AMOUNT n 0. 00 5640 :aW PAC"I F'I C IJWY DAYMKNT DATE t 01/28/91 suBD I V i S I nIV t T 16AVD, OR 97t2'e 4 PURPOSE OF F'AYMF=N'1' AMCUN1 1.10ID PUFtPC."T OF' PAYMENT AMDUNr PAII•) UIL AMB I NCS FSI;:RM 75. 00 i MECHANICAL F=EE. jrl.. N0 ST. BUILD PER 36. 25 PL.FiN CHECK FE 29. 25 I I I '( lITFEI. AMOUNT PAID awl". MR I CITY OF TIGARD December 1G, 1990 OREGON F. Byron Kibbey - Kibbey Architects, AIA Suite C•-IC3 15FUC SW Boones Ferry Road Lake Oswego, all 97035 Project . Gardener•a choice, BUP90-0248 1.4240 S.W. Pacific Highway Dear Mr. Ribbey The plans for this project were reviewed for conformity w;i.th applicable codes, and are conditiolial.ly approred, subject to the items listed being satisfactorily addressed. If any changes from submitted pans are made to the mechanical Or plumbing systems, please submit reviead plans. I. Perimeter insulation for the slab-on-grade floors is not shown. :Cable 53-A, Oregon Structural Specialty Code (OSSc). 2. The 'Workshop" building wall adjacent to the north roperty line is required to be nue-hour fire-resistive construction. 3. Toilet room walls shall be constructed with water-resistant gypsum wall board. OSSC Sec. 5101c) alit.] 4712. 4. Toilet room walls shall have a 48-inch high wainscot within 24-inches of water closets. Walls and .floors shall comply with OSSc Sec. 510(c). S. Provide stamped engineered drawings of the roof trusses. You may obtain the raquired permits for the project at your convenience. If you have questionF, or if we may be of assistance, please contact ue. I Sincerely, int Jagb$/ Plane aminer PAX (503)684-7297 i 13125,SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 IINNSM971IOC( NOS' a City of Tigard Building Department 13125 SN Hall Blvd. Tinard, Oregon 91223 Inspection Line (Roc -Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Mg. Underalab Mach. Rough-in Appr./Sdwlk Found. Plbg. Top Out Gas Lin" FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date nequesteds /� �G� TimeI _&,A`M7� Pq Address:, l _b�l� tmit t: �CJ [1 ; Builder: Lz) -4--� T: 1OLLOWING COPJUICTIORR Mt PJMUIR Dt f i Inspector bate: - APPROL�7 DISAPPROVED APPROVE) SUBJECT TO ABaYE Call Fur Retnsp. WWWR . OUW "MMILILMi IN�PECTICN NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4.1;1 inspections Foating Plbg. Underslab Wich. Rough-in Appr/edwlk Pound. Plbg. Tap Out Gas Line 1IRAL: Post/Beam Strutt. San. Sewer Framing -Bldg, Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lino Gyp. Bd. -xisch. 7 Date Regiu3stedt T /i1 u "may _PM Address:/ L < Permit #1!& Badder: THE FOLLOWING CORRECTIONS ARE REQUIRED: dl ----� - Af i Inspectors f i Datee� R? �FPROVED --_ DISAPPROVED APPROVED HURJECC TO ABOVE Call For Heinsp. �r W INSpII�ON�IOTIG� ` 6��� Clsv ::o T1.9ard Nuil.di.nq Depertsnmq- Z• 13125 SII Hall- Bled. Tigard, Oregon 97223 Inspection Line (Ref-O-Phones 639-4175 Business Phone: 639-1.171 Inapec:ti.ons�__y Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Mg. Top Out Cee Line FINAL: Poet/Beam St.ruct. San. ^.ewer Framing -Bldg. Post/Beam Mech. Rein Dram Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requested: time!- _ PM Addressa Permit. #s1/��_ Builder: THE FOLIAWTNO ODRRECTIONS ARE REQUIRED: 7{ Inspector: Date: APPROVED -- - DTSnPPROVED `^ APPROVED SUBJECT TO A3M Call For Rolnep. _"1SECTIUN NOTICE -'G` City of Tigard Building Departatent 13125 SN Ball Blvd. Tigard, Oregon 57223 Inspection Line (Rec-O-Phones 639-4175 Puniness Phone:: 639•-4171 i Inspections -- Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Ream Strurt. San. Sewer Framing --Bldg. Poet-JBeam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Lill* Gyp. Bd. -Moch. Date Requeuteds � __Time: �.�r_AN t�CPN Addreens / '+ Permit ts, Builders _.— .- "E FOt.I.ONING CORRECTIONS ARE REQUIRBDs { J Inspectors_� ROVED DISAPPROVED APP.`OVRD SUUJECT TO ABOVE T� Call For Reinsp. IKSPE�^.TION NOTICE ' )` � City of Tigard Building Departeent 13125 Sp Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Mg. Underalab Mach. Rough-in 4 Appr/Sdwlk Pound. Mg. Top out Gas Line FINAL: Poet/Beare Struct. San. Sewor Framing -Bldg. POst/Beam Mech. RAin Drain Insulation _ply• Plhg. Underfloor Water Lina �^ Gyp• Bd. Date R67ueated: TLmi•a'�!�jd�3C..AM Address: Permit Buildor,: THE POLL0WING C"ECTIONS ARF, REQUIRED. ---r-— InaPector: � l=, - —` i -- _ Data:� �PRONRD DISAPPROVI{D —� APPRO"D SUBJECT _,-Call For Reinep. I MOP ON FIOT I Ct City of Tigard Building Departw,mt 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Linn'e' (Rec-O-Phone): 639-4175 Bueineeo PhoneM3 -4171 Inspection: Footing Mg. Underslab Hoch. Rough-in Appr/Sdwlk i Found. �% Plbq. Top Out Cas Line FINAL: Poet/Beam Struct. San. Sewer P�aming -Bldg. Post/Beam Hoch. Raii, Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Siech. Date Request ed:_f� � l�G _ Time: AN PM Address: Permit -Z'/ Builder: THE FOLLOWING CORRECTIONS ARE REQUIRI.D: '� �-`�'ula�'�a.ss��--• n.� ,tE�.Y-. .�.�s�/T.t�� cis G' Inspector: __- Date:_��`I—- _APPROVED DISAPPROVED APPROVED SUBJRCT TO ABOVE �sli FdE Reinep. MPMULMMULRVIIX��"01KMIRKRIAK��"O'K SITE WORK P,E R 1111 C*.Irf OF T'FAIM' r,2 1':MI 1, N. . . . ,. . . S IT 9 0 LA033 c (nyOFTWARD, P ]N R . PERMIT 0. DUV:190-43248 COMMUNITY DEVELOPMENT DEPARTMENT OREGON j D(-)T'I::-* ISSUED- 1.0/1r>/90 13'26 SIN Hell Blvd. P.O.Box 2.3397,Toard,Oregon 97223(503)6344175 -777�kc F.E-, R s IT(a t:i A 01 a.( @ il I ]:;. AVURE-SE).. . . r. 1.4i:!Aft.1 '5W P RUIFIL, liw f SUIADIVM31ION. . . .. . :ZONING: (.---G LOJ.. . . . . . . . . . . . . . T*Yr-*,F OF:' W(.)R1/,.NEW PAV 11,40?. . y RESO. NO. EXCV VOLUME. 6 R A DI N 0': . . . . . . . . ..Y VALUE. . 301044 F IL.1_ V 0 1 U N F L A N D S C A PI N G'?. . . .. .Y E.N 0 FJ L L.?. . . . . , :N SITE y GOD S RFT R E C)D':) N sToF,�,m "Y IMPERV SURFOCE. -29600 f Renizvr4f.s: Si.tewc)-rP. fr)-r iicz?w gra-rcieii sll,)p. Pe-(,n0J, j.r• for c)i-i---site p-v:iv,.At:e vic) r)Liblic inip-rovenieri-ts ii-re c.,c)vppred by this P e-vill i 0 w vi e-v FEF-S S TE:*P H E,*:Iq E4 A T E S type a Ill 0 U 11't- by date! -reci.)t 15500 WALLACE ROAD ID R 11 T 1.97. 150 55 P CT $ 9. 88 MTLWALJKT1:' 0 R 972 67 PA IK $ 1.28. 38 Pfic)iie #:: 9584---2727 Sc3DC $ 500. 00 STil $ '3000. 00 PAY11 $ 1.i_'1;50. 0(0 06/P.7/90 202087 CONTRA(',TOR NOT ON FILE y jyj qi 2.585. 7E, JLH :L0/:12/90 ..........-1......I........... ...... 111c)rIct, 0- $ 3835. 76 TOTAL. RF"AUTRED INSFIECAJONS This permit is issued subject to the regulations contained in the Eros-icon C,c)ri t--o J. Tioard Municipal Code, State of Ore. Specialty Codes and all other (i,.(.,-A C1 i.rip I rl Ei ................._1............ Apolic?ble laws. All work, will be done in arC0TdarCJ? With P a v J.1.1 q I I-is P approved plans. This permit will exoire if work is not started Paving 11.1-,P within 180 days of issuance. or if work is suspended for more S', vrl D.rAj.vl Irlsp __..__.•_.._... than 180 days. f tvi Sfwe-r Irisq) .................... .............. ............. Ppvnii.t-tpe ____...___.._.._..._..__......_....._..._........_». DiSLted By. ......... .. ........... Ca.11 fo-r j.ns )ecti.c)ri 639 ..41.75 "LAITY OF T I GARD RF':CF:T 1=''f CIF- PAYMENT REC"E S F'T NO. :9()---201"77B CMtMGF"; AMCIUNT s "3f3�. 76 Jti NAME THE GARDENER 'S C:NCIIi:;E C.'ASH AMOUNT a ,►.c:)t:► `? AODRESS a 1564:► SW PACIFIC' 14WY F'AYMGNT DATE t 10/1.2/9(s I SUBDIVISION a T I BARD. OF? 972"24- 14;'it0 F."AGI r. I C HWY F'IJFtPOSE OF PAYMENT AMOUNT FAIL? I"URF'OSEr OF PAYMENT AMOUNT PAID I C-IJTLDING PERM SI790-•0,13, -_ 19 '.50 '3T. BLJI,'L..D PER _._.._. __.._.._..9. 88 PI-AN C,WErr,k; FF. i a. ILI C"TORM DRAIN SDC - 75().u�r M I SC ELLANECIU"a c'►C►C►, r.►c► I I I r7li,t;- C3TorM f`EE. TN LTE'U OF i I 111 1 AL. AMOUNT PAID - _ 2'535,. 76 MEMORANDUM BUILDING DEPARTMENT TO: Planning, Engineering Dept. Respond By/ `�,'-" FROM , __1-C---)nom, ;- For Your Information DATF: ! dO _// - 'o Sign and Return SUBJF2CT! L�/2 "i'C� — / A/�' �.�:.r A' �" C iyc�,rG C I have been requested to issue a sitework permit for the above referenced pro7e.7t. P'.ease ,.et me know if this is possible, ASAP. Approved Denied 'G BY=� �r per- - 4 �':4� .���iu�ti CITY OF TIGARD 10-11-90 OREGON Mr. Stephen Pates 15500 SE Wallace Rd Mi_lwaukie, Or 47267 --- - Re: Sitework permit SIT90-0033, 14240 SW Pacific Hwy. Dear Mr.. Bates, The plans for the sit-ework and eroaion control for the above referenced project have been reviewed for conforrd.ty to the applicable ,odes. The plans are approved subject to the fo? lowi.ng: o The permit is issued frl P -ivate on-site work only, work on public improvements requires a ,a,parate pernit. o The erosion control barriers shall also be installed along the most south westerly corner of the site, where the new parking area will meet the existing parking lot. o The erosion barriers shall be installed accordance with approved methods (Please see attached drawings and memorandum) o A gravel driveway shall be provided at each point where vehicles leeve tie site. If you have any questions, please call me at 639-4171. Sincerely Brad Roast/ Building Official I 13125 SW Hall Blvd.,P.U.Box 2.3397,Tigard,Oregon 97223 MEMORANDUM CITY OF TIGARD, OREGON LATE: October 11, 1990 TO: File -- 14240 sw pacific Hwy -- Gardeners Choice FROM: Mike Sheehb.-, SUBJECT: SIT90-0033/BUP90-0248 Plana for st.rm, water, and private ut-ilttiea acceptable. have been reviewed and arm MEMORANDUM CITY OF TIGARD TO: S.O.P File FROM: Brad Roast, Building Officia]:;2�r^- DATE: 10-4-90 SUBJECT: Sitework Permits Application anti permit issuance for Sitework permits are subject but not limited to the following: o The permit is for work to be performed oa private; property, utilities and i.nstallati )ns, including the following: - Sanitary and Storm sewer (building sewers) . - Excavation, Grading and filling. - Paving - Landscaping - Site Preparation - Private water mains Plumbing to be tnet•alled under the building shall be by a separate permit. (Werk to be performed on public; utilities, pi,operty and installations r,hall be by separate permit. Contact the City Engineering Div. 639-4171. ) o Erosion Control provisions shall be installed prior to the start of any work. This includes: - Installation of a gravel driveway. Clean or replace au needed to clear of d:.rt. - Installation of a silt barrier. The silt barrier shall remain in place until the fill arQa has been provided with permanent grr,,:nd cover (i.e, Bark duet, grass, or other landscaping) . NOTE: the silt barrier must be countersunk into the ground. o Streets shall be kept clear of dirt and debris at all times. This includes: - Removing dirt and debris by use of shovel, scoop or similar mechanical means immediately after being dropped onto street . Sweeping the street as required to keep them clean. - Washing of streets shall not be permitted unless the storm drain inlets are protected with a filter system. o Dust control Shall be provided as required. o Ordinance of Start and stop times of construction: Monday -• Friday : No work from 9pm to ?am Saturday : No work from 9pm to 8am Sunday : No work from 9pm to 9am o No fill shall be placed so as to change direction, block or hinder the natural drainage from adjacent property. o The slope of any fill shall not exceed 2 horizontal to 1 vertical. o in order to place a structure on any fill, a report prepared by a qualified individual (i.e, Registered Soil Engineer), that confirms the soil bearing capability shall be submitted to the Building Division. j The City Shall be contacted for an inspection of: - The erosion control prior to start of fill. - The completed fill, aft.ir final grading. - The completed permanent erosion control measureta (i.e, Seeding, ground covering, barkdust, landscaping, etc. ) . - Storm and sanitary sewer (private) - Water lines (private) - As otherwise specifieJ. o No work shall be done in a 100 year flood plain, wetland or other sensitive lands without specific approval. and permits. VO �cdc P,Q 11.0:44 Off . c� •: �� . o_c,oD oOpb odobc�d� Q,U �•„ o' Do a;or'pp c•:quo p�o.':o:p O Q O Radius = 25' min. o.op,Qo b o 10 \ Clean Pit Run or 2"-Minus Caravel ade Re.nfor Subgr i min.! b cement depth Geotextile,as Required Provide pull Width of Ingress/Egress Area* "?_0' ^�:n. for single family and duplex residential Erosion Control Plans Technical Guidance Handbook1~igure 3-2 7(GravelConstruction Entrance i filter fabric material 36" wide rolls u:a staples or vim rings to attach fabric wire 2"by 2"by 14 ga.wire / fabric or equiv. t j II I � ..._..+ . .-,.---------------------------- .t�. jI 6'Max. I I II II u 2"by 4"wood posts, standard or better or equal alternate:Steel fence posts Notes -Bury bottom of filter 1 material in 9"by 12" trench filter fabric material 2'•by 2"by 14 ga.wire fabric or equiv. \ �' c in 1` (J i Erosion Control flans Figure 3-3 ' ` echnical Guidance Handbook Sediment Fence spacm Straw Bale Sediment Barriers Along Slopes per f existinf pmundr-07 1 ,•,„4. tl .� Notes •Emk-d bales 4 tc 6 inches. - prorile *Drive stakes rnir imum 12" toe of slope,or into ground surface. 2-2"x2"x3'pegs each bale Rade change>=20% . Only to be usedfor installations of less I than 200 lineal feet and for single family or duplex residential constructions on single lots of record u _ r}J , gales to butt ,, together >}� Flow 2-2"x2"xT pegs each bale x `'41 toe of slope edge of site plan clearing/disturbance Erosion Control Plans Figure 3-4 A Technical Guidance Handbook Straw Barn Sediment Barrier � TRAMSOMFTAL LETTER DATE Kibbey TO Ite no 04rl Architects ------- -MA - �-5 ! ATTN :_ 15800 S.W. Boones Ferry Rd. SuiteC-103 :oke Oewe 0, Oregon 97035 PROJECT • F'ROJ. NO. : (503 635-9656 ENGLOSEGI QTY. DESCRIPTION GOMMEN 15 .- � - __ - ---- lug.- Sim, ❑ As Requested Cl For Approval ❑ For Your Record C_1 For 'T our Ube Irf. ❑ For Review / Comment. ❑ r WALKER/DILORETO/YOUNIE, INC, CONSULTING STRUCTURAL ENGINEERS 215 S0,HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503,23-1025 PRINCIPALS ROBERT A. WALKER DALE J. DiLORETO WADE W. YOUNIE STRUCTURAL CALCULATIONS LICENSED P E. ARIZONA FOR CALIFORNIA Col ORADO N' ':A11 u "110 GARDENER'S CHOICE GARDEN CENTER MONTANA NEVADA NEW MEXICO T I GARD, OREGON OREGON WASHINGTON SEPTEMBER 10, 1990 4j t.l,ttj.`J DESIGN PARAMETERS: 1.900 U.B.C. ROOF. . . . . . . . . . . . . . . . . . . .DL 12 psf LL 25 psf PLUS 8 psf' BOTTOM CHORD WIND. . . . . . . . . . . . . . . . . . . .80 MPH/EXP B SEISMIC. . . . . . . . . . . . . . . . .20NE 1113 MATERIALS: CONCREIE. . . . .2500 psi @ 20 DAYS REBAR. . . . . . . .fy = 60000 psi STEEL. . . . . . . .ASTM A36 � SAWN LUMBER. .DOUGLAS FIR III � GI_U-LAM. . . . . .24F-V4 CONTENTS: ROOF FRAMING. . . . . . . . . . . . .R- 1 -11-IRLI R--4 LATERAL. . . . . . . . . . . . . . . . . .L-1 THRU L--4 � 1 `' AL-a;�R/DILORE=TO/YOUNIE, INC. D CONSULTING STRUCTURAL. ENGINEERS 215 S.W. HOOKER STREET, PORTLAND, OREGON 97201 503/223-0555 FAX 503/223-1025 Job C r:C �>r,2c �,� — Job No. _ Sheet No. Client_�i � A2c�w�Tw�1-�• Date 4/tea -- ay o..J r, PRINCIPALS I } a ROBE RT A. -� WALKER DALE J. DILOREIO i I P WADE W. YOUNIF. LICENSED P-E. 4S T % y It ARIZONA Tr– f CALIFORNIA ij t'%6i- , 11 COLORADO HAWAII IDAHO I I NEW MEXICO � 1f OREGON - WASHINGTONft33 I -Lin� 1 1 Pyr 1 WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W,HOOKER STREET,PORTLAND,OREGON 97201 503/223-U555 FAX 503/223-1025 Job Rqt-„ s (24-11� C-1- Job No. Sheet No. Client _ Date E3y_ ID. _l. L7 PRINCIPALS -.--1-•-� -! y -- � ! },_.. i i ----- I � I _ _.� __ _ __ ROBERT A. , �• WALKER JAc'L --� WSS (1dG--rc��1G- {i r ,ucl jF'.���5 11 A 1 t�j DALE J. I I_ µ DiLORETO i w WADE W. LICENSED P.E. 1 I ARIZONA CALIFORNIA caoRAoo HAWAII _ IDAHO P40NTANA �'L►.1y,y1' p NEVADA y.C) `1- I-- ...- I + I _ I : z I NEW MEXICO 1 _.. 1. _ i I - OREGON WASHINGTON vO -- _ - --- 4a i .. 11j1cF-.�. ..�. :•� � �� Z, �- X7.3 i _�.__. --- - - I , R WALKER/rDILORETO/YOUNIE INC, D CONSULTING STRUCTURAL_ ENGINEERS 215 S.W. HOOKER STREET, PORTLAND, OREGON 97201 503/223-0555 FAX 503/223-1025 Job2t�?�J Client _ `Jab No. Sheet No. I Date 9'°I o Ely._1-.2 0 ' I �V Is era 518.,90 PRINCIPALS __ ' I f •- ROBERT A. WALKER CJ IG ( �� t>J'P1A DALE J. pc,�,_� �ir✓boC-tL I 4l I � N�R7H Jn DiLORETO WADE W YOUNIE 1 C t . M t I� I 1z 3 J I I !r,ENSED P.E. .,_ ARIZONA 41106�� f�0 r 3 1"'_ ?_1 1143 CALIFORNIA COLORADO ;- t d= 1�4"� 11t �5,`rl'- . •1 I,AWAII IDAHO - NEW MEXICO l OREGON WASHINGTON I 'wlutiow • N�V2rt- )611 �_� \JAIh1�Ot�1 _ NGcl�l'L vJES-( V_�1Jl�L+ 1 ---_ - - I � �'r•_ Zz,re I•�2 At, sb ¢ "z 1 , Aw w WALK ER/1:>IL0RET0/YOUNIE, INC. D CONSULTING STRUCTURAL ENGINEERS 215 S.W. HOOKER STREET, PORTLAND, OREGON 01201 503/223-0555 FAX 503/223-1025 Job . A,zr_ •��wI< �•� _ _ _ Job No. — Sheet No. Q- 1 Client _- _ Date _ moo By D,_) ID I PRINCIPALS OBET A. R WALKER U oo 1l�avca_ c�vZta \"j 4, DALE J. l_ DiLORETO \c7 0,�iak-r k WADE W. IZ76U YOUNIE - GMF y LICENSED P.E. =30% A1 T ARITONA CALIFORNIA COLORADO HAWAII I 453 ('0 IDAHO NEW MEXICO OREGON WASHINGTON � < 4 a �M rAo : rr.3 T i -� -�1. 1jV1-. 3�0 moo• �2 = Is�•I�3 _ ��°s mss° �_-___ G •• d til L� F� �c I 1pl 6. �I?� 251 j I \-7�I' i I 2 Z. Z v3= Ls�-; ?I I I , 1-4i I t 41 -1-- -- , I t;I� WALKER/DILORETO/YOUNIE, INC. D CONSULTING STRUCTURAL. ENGINEERS 215 S.W. HOOKER SFRLET, PORTLAND, OREGON 97201 503/223-0555 FAX 503/223-1025 Job Job No. f Beet No. L Client Date 9'/`30 _ [3y 1 '�) j 1 PIJNCIPALSR00G PIT A. WAu:CR 1 DALE J. DiLORETO WADE W. YOUNIE LICENGEDP.E. ARIZONA 1 ----- - - — - - - - -- Z CALIFORNIA - COLORADO f v HAWAII IDAHO NEW MEXICO OREGON WASHINGTON r-� I ,N1 414 @ S2 0"",CLA- Top—\ I VJ,P,r>; USE f`�K pbw-T+-7c p 1 IS�t, loop To Rauf" �l.Z��.��tl� l,o�>L41 1 TO M ._. _ �r (_}N'.)•_� Cod-e-T',-4-.L r' ',t:.! 2-Z {j; R WALKER/C--)ILORE'u'(D/YOUNIE, INC. Y CONSULTING STRUCTURAL ENGINEERS 215 S.W. HOOKER STREET, PORTLAND, OREGON 97201 503/223-0555 FAX 503/223-1025 Job G�42rrrgz ; G3�o�cri Job No. Sheet No. L_. Z_ Client Date `} y ; I I PRINCIPALS ... _ I ROBERT A. WALKER a L i DALE J. DiLORET WADE W. j YOUNIE I V`IG Vl.� LICENSED AL FORNIA 1 ARIZONA �M 19'r w�u, i l COLORADO — HAWAII t - C L r�l� �I GNU I 1 - 4f IDAHO - �6 f FT NEW MEXICO c _ 4" GRFGON I 3ld3Z �O°R �4o0 WASHINGTON ,,j'= 5' fL/ I " T. (I� 1 2d WA\J� I oOIL t t , l Q) a.Y. *U00 617� 51c,��,n,cl,s�- �� c,� +24(�,*)] z#•� V, � r I�1 ���aCl��l•SJ -[Z��c,,;�� �r -�3„3� w/ �1 N61LI; 4'"0 2.o r I 1 -- �� ..sem uP_IPT lr.�T�rirYlr r�1eT'F, f;'j,r�i►Jc� �Tz 1 n f � 11_ W d N l.�l l•.fi (,�� (0 0.G I T. �.�(> , � W/ �''/Pj 1 I Z ..G. �r�1T��i..•n p�u�fir; I 3�Z U <: i I � I qwx RNA MItR ,f ? D WALKERADIL(DRETO/YOUNIE INC,CONSULTING, STRUCTURAL ENGINEERS ' 215 S.W. HOOKER STREET, PORTLAND, OREGON 97201 503/223-0555 FAX 503/223-1025 Job Client Job No. "- 3 Sheet No. LL- — ------- Gate BY__?Q j=> PRINCIPALS ROBERT A. L WALKER -trTLi'- ,_ DALE J. DILORETO WADE W. I YOUNIE 1 IICENSEDP.E. ARIZONA CALIFORNIA1ox35£S c 21Q! COLORADO HAWAII IDAHO NEW MEXICO �J� alb P-T OREGON f i I WASHINGTON is GaSu . Usb 3�Sn Isc.,� t��FL�'T�11NG, \tl csA t'1c'11•, -r- t7•� �; c�i iZ oP sr►�e?_ 14 vsew -1 V wpb V— I � I f 1 ,T � Io 17- -T= 7- tz IZ�Zg �rL.Ir-1- .. e 3z"e.�, • LIL 'tMrSoa 1��07.� To ►�� 5 .an MEMtsr .-t it ) WALKER/DIL ORETO/YOUNIE, INC. CONSULTING STRUCIURAL ENGINEERS 215 S.W. HOOKER STRE-T, PORTLAND, OREGON 97201 503/223-0555 F,,X 503/223-1025 Job * c.2-s.��- Job No. Sheet No. Client - _-_-- -- Date t"'so By 9-G"1 PRINCIPALS WALKER DALE J. DILORETO WADE W. 1'1..iW6w w� r. �t—� ¢03x9 =.Ib i't✓ '.NIE 4,0a LICENSED P.E. ARIZONA CALIFORNIA — -- COLORADO g HAWAII ✓�'' h Jt IDAHO 4133x I-z= Q�•3� NEW MEXICO OREGON WASHINGTON I ' r�sls� V i i o r -- T� Lj I 1 ('J i � I 0-7 j' C4. L '� I NI 1J 24'1s -7 I ' I SPL,�c_r✓S � ern � t3rn TUAL,ATiN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 SM Griffith Drive• PO. &,x 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 August 16, 1990 Stephen C. Bates 15500 S.E. Wallace Rd. Milwaukie, Oregon 97267 Re: Gardener's Choice Garden Center 14240 S.W. Pacifica Hwy. retail Sales Building 61888-273-000 Workshop Suliding 61888-274-000 Gentlemen: This is a Fire and Life Safety Plan Review ant is based on the 1988 editions of the Fire and Life Safety Code (UAC) , Mechanical Fire and Life Safety Code (UMC) , Unit--)rm Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following -'tems: RETAIL SALES BUILDING: 1 . Loft Area: Loft area shall not be used for any purpose othez than storage of records and other materials not used on a full time or regular basis. If this area is used for regular type occupancy, guard rails, stair rail, and hart: rails shall be installed in compliance with Unif,�lm Building Code requirements. 2. Double Door Hardware: Where exit doors are used in pairs, approved automatic .flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any leaf must not regr.iire more than one operation. UBC Sec. 3304 .3. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or. effort . UBC Sec. 3304 "Working"Smoke C)etectors Save Lives A � Stephen C. Bates August 16, 1990 I Page 2 4 . Exterior Exit Door. : Hardware for the main exterior exit door may be a key operaLed deadlock if there is a readily visible, durable sign on or adjacent to the door stating "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" . This sign must have letters not less than 1 inch high on a cantr_as' ing background. (UBC Sec. 3304) 5 . Hydrants:. Hydrants re,-Tuired within 250 feet of all portions exterior walls of commercial buildings. Measurements shall be made around the outside of exterior walls and access roadways. In this particular case, this Plans Examiner would accept a new .fire hydrant installed on the north side of the main entry, adjacent Pacific Highway. 6. Firestoapingr_ In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials munt be installed at all floor and ceiling levels. Penetrations in *.his prescribed firesLoppi:ig to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 7. Landings at Doors: There must be a floor or landing on each side of all doors. The floor or landing must: not be more than one-inch lower than the threshold of the door-way unless serving access for the physically handicapped. UBC Sec. 3304 (h) 8. Mechanical . Plans Required: Plans referred to and examined by this offi^e contained no plans for heating or air conditioning systems. Unless electric baseboard i hea'. is employed, complete mechani.,al system plans for t:tie HVAC equipment and duct work must be submitted to and approved by this office prior to installation. UBC Sec. 302 9 . Mechanical F.gu p1ent ApLraval : All heat producing and electrical equipment and appliances install.c:d in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and .installed in accordance with the testing agency's specifications. UMC S, ; 502 Stephen C. Bates August 16, 1990 Page 3 10. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apna ratus and other emergency vehicle3. UFC Sec. 10.208 :1 . Fire Extinguisher Requirements: Not less than one (1) approved fitp extinguisher(s) with rating of not .'.ess than (*) shall be provided for each (**) square faet of floor area or fraction thereof. The travel distF.nce to an extinguisher from any portion of the building shall not exceed 75 feet. Uni.tot.m Fire Code Standard 10-1 (*) 2AlOB:C - Light and Ordinary hazard 4A10B:C - Extra Hazard ( *x) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible liquids arc used, "B" ratings of extinguishers may need to he higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10 or. Uniform fire Code Standard 10-1 . 12. Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nowinally-sized lumber or other approved materials ML'S',' be .installed at all floor and ceiling levels. Penetrations in this prescribed fire topping to accommoo'ace wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flare. UAC Sec. 2516 13. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site thrjughout all phases of cogstructi.on and must be made available to building and fire inspectors for reference during required const*-uction inspections. UBC Sec. 303 14 . Required Occupancy Certificate: i'rior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the huilding department issuing the construction permit. UBC Sec. 307 Stephen C. Bates August- 16, 1990 Page 4 WORKSHOP: 1 . Exterior Wall Protection: Due to location of property; exterior walls shall be of not 1erus than one hour fire resistive construction adjacent co property line with no openings. 2. Roof Covering: Roof covering shall be not less than Class B. Please provide details that roof covering will. meeting Class B requirements ana have installation requir•=:rents cn job site for access of inspector's use. 3. Storage of .Flammable or Combustible Liquids: Care should be token of storage of fertilizer and motor oils or other flat-lmrDle or combustible liquids in this building. Storage shall meet all requirements of Unif irm Fire Code. 4 . Exterior Exit Door: Hardware for the main exterior exit door may be a key operated .-4eadlock if there is a readily visible, durable sign on or adjacent to the door stating "THIS DOOR MUST REMAIN UNLGCKED DURING BUSINESS HOURS" . This sign must have IEtters not less than 1 inch high on a contrasting backgr,lund. (UBC Sec. 3304) 5. Firest.oppi.,ic_: In all wood framed walls and partitions, firestopping consist.--ng of 2-inch nominally-size9 lumber or v?.her approved materials must be installed at ail floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other si.►ilar utility runs must be packed with noncombustible materials in an approved manger so as to prevent the passage of. flame. UBC Sec. 2516 6. Landings at Doors: There must be a flo,lr or landing on each side of ill doors. The floor or landing must not be more than one-inch lower ttan the threshold of the doorway unless serving access for the physically handif:apped. UBC Sec. 3304 (h) 7. 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 duce work must be submitted to and approved by this off .ce prior to .installation. UBC Sec. .302 Stephen C. Bates August 16, 1990 Page 5 8. Mechanical Equipment Apdroval : All heat producing and electrical equipment and appliances installed in conjunction with the conitruc:tion or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications. UMC Sec. 502 9. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguipher(s) with rating of not less than (*) shall be rovided for each (**) square feet of floor area or f�.dctior. thereof. The travel distarce to an extinguisher from anv portion of the Building shall not exceed 75 f-et. Uniform Fire Code Standard 10-1 (*) 2AlOB:C Light and Ordinary hazard 4A10B:C - Extra Hazard (**) 3,000 - Light Hazard 1 ,..500 - Ordinary Hazard 11000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel. dista.,ces shorter. See requirements in National Fire Protection Associat4.on Standard 10 or Uniform Fire Code Standard 10-1 . 10. Waste Storage: Commercial dumpsters and containers with an individu.:- ' capacit;► of 1 .5 cubic yards or greater shall not be stored or placed within 5-feet of combustible wall openings or combustible roofleave lines. For areas containing dumpsters or containers protected by approved automatic sprinkler systems, the above may 5e waived. UFC Sec. 1.1 .20.1 (d) 11 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department i suing the construction permit and thin 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 12. Required Oocupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of Stephen C. Bates August 16, 1990 Paye 6 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 assiEtance to you, please feel free to contact me at 526-2502. Sinc9rely, Gene Birchil.l Deputy Fire Marshal GB:kw cc: Tigard Building Department Kibbey Architects Farm 2a SUMMARY ec Frojt For building agency use only 1 1. Project name UAr\ (� t 4�Irc l'1 Building permit number 2. Project address VnC t�;� Ott,� fit, .r �-�� Pian checked by 3. City/town ,�(--�f�(��� 4. Building area est, _ X 561(.0 .5l Approved by New construction Notes and comments: - New addition Interior remodel Attached Compllarce paths for new or alterations to Compliance path for new or alterations to lighting exterior ouilding envelope. Check only one: systems' Forms Form 3a Form `a ,, �� Y_-y Prescriptive Path Interior Lighting 1-ower Check boxes ru Form 5b indicated Form 3b attached forms F1 Component Performance Path Interior Switchinc and :uminaire Count Compliance path for new or aiteritions to HVAC Form 5c and plumbing Systems: Exterior Lighting f-11 Form 4a L_J Systems Other lel v Description of Document _ Docu- 1f of Pages --- inents U �� �T VJ��t S ✓o- _ Entvr all supporting calculations. res, reports and catalog cuts. RECEIVED JUL. z71990 COMMUNITY DEVELOPMENT -- — - — — Ap A1lCaSlt H. Firm/company pF '5, Name of applicant itLx�tT �.CS 6. Reoresenting 9.-Telephone number °1 (,��- Co c.fo 7. Signature----- - -- 10. Date (10189) titer a torr F urii-.3a PRES C:RITnIVE PATH Building 1. Root area(sf) ---- ` �� 4. Wall ai, a (sf)--- 22609 s4 Areas ------ -- - -------- --_ - - ----.. --- - - 2. SI -light area(sf) Q 5. Glazing area(sf) 3. Divide line 2 by line 1. Use this _ 6. Divide line` by line 4. Use this value for your Actual Percent Skylight Q� value for your Actual Percent Glazing 2��� �• Climate - -- Actual Compliance Criteria A B C D E F G Values Zone 1 - Minimum Single Double Single U-Value Double U-Value U-Value D&j See figure 3a for Glazing Type Glazed Glazed Glazed 0.5 Glazed 06 0.5 climate zones. Glazing Maximum SC N/A N/A 0.6 0.5 N/A 06 0.4 (cooled buildings) SC=Shading Maximum r - _.__ Coefficient. Percent Glazing 9% 17% 18% 21% 27% 37% 6% 22, Ri= Total Wall Minimum Ri 5 5 10 5 10 10 10 Thermal Resistance. The Minimum Rt sum of the Roc!i (without skylight) 13 13 13 13 13 13 13 resistance for all Ceiling Minimum Rt of the individual 17 17 17 17 17 17 17 components of _ (up to 3%skylight) the assembly. Slab-on- Minimum R Value Grade (unheated slab) 4.5' 4.5, 4.5' 4.5' 4.5' 4.5' 4.5' 'S.8 for heated slab. Floor Minimum R� 13 13 1 13 I 13 13 13 - 7. Does design meet target? Enter one of the pa&age letter(A-G)if all the components meet the criteria. Otherwise try Form 3b. ClimateT Compliance Criterin A B C D E F G Values) Actual Zane 2 Minimum Single Double Singie U-Value Double U Value 'J-Value Sv lure 3a for Glazing Type Glazed Glazed Glazed 0.5 Ciazed 0.6 0.5 ,timate zones. Mayimum SC Gr�:z ng NIA NIA 0.6 0.5 NIA -0.6 0.4 (cooled buildings) - SC-Shading Maximum Coefficient Percent Glazing 5% 9% 15% 21% 24% 291/6 361/6 Rt= Total Thermal Wall Minimum Rt 5 5 10 5 10 10 10 Resistance. 'he _ __ sum of the Minimum Rt 16 16 1616 16 16 16 resistance for all of Roof/ (withrut skylight) the individual Ceiling Minimum Rt components of the o 24 24 24 24 24 24 24 assembly. _ (up to 3%skylight) _ St .b-on- Minimum R-Value 5.8' S.8' 5.8' _5.8' S.8' �.8' 5.8' 8.:for heated grade (unheated slab) -� _T slab. Floor Minimum Ri 13 13 13 1:{ 13 13 13 W. Does design meet targe!? Enter one of the package letter (A-G)if all the components meet the criteria. Otherwise try Form 3b. Envelope Slab-on-Grade Perimeter insulation inslallbd with minimum total distance ��-�(� ( Ar7 Floor of 24 inches per the Code,Section 5303(d) _ Enter the Manufactured doors and windows are cc iified and building ST-VZS.r see. or�'520' reference to plans Air Leakage joints are sealed per the Code, Section 1,303(e) O?A'•O) 0'70100 and specifications �-- m �'Vapor barrier material Is rated at one pe' or less, and Moisture Control installed per the the Code,Section 5303(f) DET�1l. e7 \ i iofee) Worksheet 3a (ccmt'd) WALLS: Rt Aluminum (a) (b> (c) (d) Layer Description Size FI-Value- S'ding on --- - --- - Stud Wall F.'<terior Moving Air 0.17 ;,surface_ _ See Table 3c for / Aluminum R-Values of air A ------ - --- . - ---- Siding spaces. See Table 3b for -- B Air Space R-Values of --- — — aluminum siding, C Sheathing plywood sheath- _ _--t— ing and gypsum D Framing/ wallboard. / 0 - Insulation See Table 3a for Gypsum R-Values of E Wallboard framinng/ - — . insulation. 4 Interior Still Air 0.68 Surface Rt. Total column(d). -- Generic (a) (b) (c) (d)� Wall _Layer _ Description Size R-Value Exterior tAt)J%►A qtr . See Table 3c for -- Surface R-Values of -- — exterior and interior A surfaces. - See Table 3b for B R-Values of ;'•' —- A 2 ¢�QR r — building materials . '; _ C 7L U)l�Tj k See Table 3a for - '� Z l0 L R-Values oft? framinng/ --- --- --- ���SU11�110. D � w' R• I`� insulation ', E (7v��5� •4 !Jul l< 5� '' S� wt F Interior Surfucu Rt. Total column(d). a Worksheeis 3 11 Worksheet 3b (cont'd) ROOFS: Ott Generic _ ��_— (a) (b) (c) (d) ROOF �` �`�- _ Layer DescriptionSize R-Value See Table 3c for ���` Exterior t.A vvitJ(a P-Values of Surface exterior and interior A �t �T ,�— •��- surfacos, .�e..i1.a,.�:;t�i1WJ+ula'k�r 4.'4: Yi.+V✓! �..r,k�d: � � _ See Table 3c for B P-Values of air ` spaces. jZ16tD ,See Table 3b for C CJ O R-Values of building material.; See Table 3a for R-Values of metal �\ E and wood stud/ ---- insulation and �- Interior s.t (l 4 metal truss/ Surface '1 insulation. R. Total column(d) Z� , PC, I „o.reg, Worksheets 3-13 Fenn 5a- INTERIOR aINTERIOR LIGHTING POWER Interior (a) (b) -- (C) - (d) - - - (e) - Lighting Power Density Floor Area M�nii�ly �' g Occupancy Group Space Type (W/sf) (sf) (c)uy(d) Power _. --- - - ----- `- Budget tv> - 2 A, CD 2C7 1. Total Interior Lighting Power Budget(W). Add amounts;n aoiumn(e) ) Interior (a) (b)� (c) (d) (e) i;t) Optional Control Credits' Lighting Luminaire Description: Lumin- Frorn Quantity (g) (h) Qualntit U) Power Fixture afire Tab. of y Lum. Lamps Power 5a? J-umi- Multiply Control PAF with Multiply I.D. Ballasts (W) (Y/N) nairb;. (c)by(e) Code Value Controls (c)x (h) x (i) 'Columns Iglu - through j)are 2k� 'td�� _ 1/a� *� -M? U optional. 11 lY controls are used, �p-�- - enter the PAF (Qr J value from Control ETF o .T-tCode Table below � eLIr✓►—t-Its-If yci have more luminaire types/controls or y __— rooms than can lit --- on this form the two or more forms together as shown -- below. Identity each page by circling the — appropreate file. --- - --- 2 4 5 r2. Total columns(f)R (j) 3. Total Adjusted Lighting Pnwer(W). Subtract 2 0)from 2(f) 8 4. Does design meet target? Enter"Y"if line 3 is less than line 1. Otherwise,redesign. Control I __ Deylis ht Sensing Lode T-PAF Other Control Types Code P Code tin/Off 0 — 0.10 Programmable Timing P 0.15 Table Multi-Stepped Dimming M 0,20 Lumen Maintenance L 0.10 Continuous Dimming C 0.30 _ Occupancy Sensor S 0.30 �iores� Form 5b INTERIOR SWITCHING & LUMINAIRE COUNT None r. Cl esk if -----(a) - -- (bl (c) ( )--- ____----- (e) ------------ --- `� W Count of Interior Non-exempted Luminaires and Control Type space is under _ 400 sl and has in N o Ti N 3 0� I.D. 1.D. I.D. 1.D. 1.D. 1,D. 1.D. 1.D. 1.D. 1.D. I.D. I D. I.D. individual local °' o' ro °' fF - controls, c v c d e ai > (L) iv Code rode Code Code Code Code Code Code Code Code Code Code Code Note 2: Check i! kRoorn Number , � � � �� ( space is over 400Description (✓) (✓) (✓) s/and has controls to '�t� 2 decrease lighting power by one-hall, while V maintining partial — lighting thoughout the space. Note 3: Check if space has -- windows a,,d has controls to turn off fixtures nearest to windows. Column(e),enter Me luminaire — — ioontification number. If lighting control is -- -- -- — — used,enter the control code from — — Control Code 'able below. - If you have more — luminaire — typesrcontrols or rooms than.;an lit - —� - — on this form, file two or more forms together as shown below. Identify each — — - — ---- pagr by circling the appropreate file. 1A 1B 1C - — 2A 28 2C I 3C 3A 3B 4A 49 4C 1. Total luminal es T L� Control — Oay!Iph:Sensing_ �� Code Other Control Types_ Code Code On/Off _ O Programmable Timing P Table Multi Stepped Dimming M Lumen Maintenance L Continuous Dimmiryj C Occupancy Sensor S ftNE91 *„Q1� 1 �c lt,r w,,,•p�i�'If• ' r uti�a '. + •� pt,-' ��'y'. ..� '� r+'n',fi��. � _ ��17~� '��: .�,� � 11 4� ,.. rf �H�iL� ,���,,��}�r ���,.� w ' ,r :RI R. �.rtr {, r .�r � � '�%44,I KkyrAar a�aa` `}.� M•V f�� Hyl �rf..' { -��..�I+y����� � Al • .. � ��' ) S l��G ����� �,y r td7ii«�fFi'.+ *�% "`� .,,1;�� -- �1 �r'�/.I.T1L�♦. /! " 15 e , I IG y r 1a � �4 .. r .) ♦+., VSA- �(I C�Aa�-•'��le.�.•'�`'�pf+r• t +..�S.• !r r�/yTy' a f s 'k �•. r*+1+ �/� - b y+., rwi .�.IV �('�1�+.J-!nF ,•�� + �a :r prt " w L y t^ - t"V•' � ,. t' .,f) •i v a •�. _ a •11} S� iVAa}� •_w� �y.� '� h r . . j t.l !r s ti^ �� � L!V)O ` l-``-'-- r } F I ` -- -_ —. �^'.`•.-ice --.r•�,, "'�" ".'.'--.,v- `__, ?_� �� --:-• _ }^'1 `. - 1 FitTt11 �lGNTW6 ._Jj T ` 0 •11 -mum-MUK-NAM � `'� •' 1 Jt - '.H1�t+.�M'� r l�}-\HT Ch�,<. .. * ,yy �ry� L „ � "� 1��r� , }r� yr�I•,�y� , f/' `�, i•,,d Y� :7'.+I �• A4 k^ v.•� Wt r� l i+��''fl �'', `• \ -� 11.'.a V,ms: +fY �. f .,<. t • I _ ,5. � �U6�.�+I�M�gr '.�.�(�+�.• �"�^JY�I/f ',� • •� +rTl�i��a •1 51r' 1�,�. ,t,� 1 .. •_! �l .cr l:;. .� .{'� •rl� i� 1- .r, f•+^ ,y 1 et '�k•. .. 1 �, ��� ' .. .r• ,� •tip. •a � ',, r^ 4_ .I . rt1 T1zf i- L��HTIt �.-TOou�- fd'll _ ���:CN+-I�� �'�•--Exf'o�EG� Tk?vs�E�s, Pu�'ur.is, BAMS - 5E£ FeAHING PL.al I 7 y o F". T i o,r4 R t) REC .I F,.r Or' PAYMENT R C,E I Pl N0 90-202(18; CHEC i;' AMOUNT t 44�, 4o 1 BAT,.S. STEPHEN ( At-*M AMOUNT r 15501) SE WALLACE R-D PAYMEN-, DATE 06/27,/00 MJLWAW::IE. OP z.7 72 6 SUBD I V I S 1 ON 14240 TM rACIFIC. HW `llRP0,­'E OF FAYlIlW'NT AMOUNT PA I P OF Pi.'OMEN T AMOUNT FAID t"'LANCHECP FE 6-6"'!'C. tUW-ATIN YALL. 247. Y SEWt,P USA GIE INSPU_-7 SrORM DRAm soc '250 Cil g)L AMOUNT PAID 4q.3.3. 4 �uiili�'II�fiNur'" wr�w�a�rwwr�.,wrr+.w++uwp,�my+.ww...•.. J WASHINGTON COUNTY INSPECTION CARD "OJEC-1 NO.— _ _ . DEPARTMENT OF LAND USE AND TWP NSPORTATION PERM F NO, FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CAJ : 640-3470 D' ADURF:SSL � PERMITEE �-v DIRECTIGNb _ � PHONE N0. _---- ' /A _UILDING _ MISCELLANEOUS FIfH nN ftq post/bEam nail ELECTRICALmobile home ar,wnd rain drain temp service fdn frame apron/ wood stove post/beam storm sewer cover 8 service sidewalk slab insul FINAL HVAC top-out FINAL FINAL qas test sewer USA OTHER PPROVED L.�NOT APPROVEDDAPPROVED REOUIESTED INSPECTION REPAIR AND RE-INSPECT HOWEVER NOTE: �STOP WORK UNTIU INSPECTED tlY DATE ELWJLWRAvoiovjLmwMEmAi-Maalf AI[ f � WALKER/DILORE:TO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Joh -�r.��GF-N (-5�fz5 F ' GF O�N0t Job Nr, Sheet No.��� Client l 13� (' Dale 530 ,c 10 ey_cs H I 4- PRINCIPALS j ROBERT A. I 41 L•--ti- WALKER -4 . DALE J. h S -�- DiLORETO A wAJ b r NIEIE F .A _. LICENSLO P.E. ARIZONA CALIFORNIA COLORADO n HAW/;I IDAHO _ MONTANANEVADA NEW MEXICO OREGON / i 2S 5f � .! �,. --I WASHINGTON 6 2. ELT!c'I I �4_ t=6. IL 12 F Iq 10 10 NC III e� /C/'/ _ '- " ' 13675 - : ; I. _ III I I OREGON \ moi., g1 tea T Lao ' y`�y 16, \°' O A I SE cT I OIJ g ps IJ fcV� N T f 0_ �. 27 pE 1 road I .� 191, 0.11,15 = �2 n3 _ S _ 'L (6" 361S (,IS ' 213 L 2 (6,2!) r 5,L4= # �T _ J ISIT 4 L — IL L il3 FL -cis I 23, xw- WitW—LWRW-1W�� WALK ER/DILORETO/YOUNIE', INC. CONSULTING s rruc'rURAL ENGINEERS 215 S.W.HOOKER STNEET,PORTLAND,OREGON 97201 503/223-0555 FAX L03/223-1025 Job Job No. Sheet No. 2/5 Client [Date r010'90 By GS I-A "PINCIPALS ROBERT A. WALKER DALE J. DiLORETO WAD E W. YOUNIE 7 kl-r,(i q 5c) 13 1 '-ICENSEDP.E. Vo ------ ARIZONA CALIFORNIA COLORADO iAWA 1 0 v NA iDAHO' MONTANA NEVADA T NEW MEXICO OREGON WASHINGTON q# _UPLIPT' 5� 121 k�i + -j!2---------- Me Asko 4 2 1 4- 1 S, Z G + q4 L _OA -1,11 Y7 2 Lp m PAtm �-m $T A-N Cm I I J&P .. I WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERG &�7 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503:223-0555 FAX 00=23-1025 Job _ GAZDa�lE-RQ-_ L�fp',:La CAI Job No. _ Sheet No.3� Client— K l P> Date By 54-' PRINCIPALS ROBERT A. WALKER DALE J. DEW TO WADE W. — YOUNIE ICFNSED P.E. [ I J �- -- -� ARIZONA 5 lG Ir�7Sl — 7N #r 7 S W � CALIFORNIA + CGA ORADO — m HAWA'I ..I- MONTOANA 1 I _�.. ��raJ �_I �. _I'; iP�7_._ .1,. -1 411 NEVADA NEW MEXICO j • • c I 1 I i -- - OREGON -- WASHINGTON j I � f PIP1, 13,�- _7 1,- _ i �- p7 G• II � M �_— 4N J4. 1 _ _ - - -_ = ter_ ,� q l.6 E' J_ n b-'t � 3 p L... _ 3 _I �� 3l -A I LOT(1. � , « _ i WALIK.ER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 543/223-1025 Job G t--nIGF=_[ t�'r'Job No. Sheet No. 4/5 Client {ICY Date �3, 90 By CSS_ PkINCIPALS ROBERT A. F. `j 442 4 - WALKER _ •bra - - DALE J. ( �-U.+ - U DLORETO 3Z WADE W. VOUNIE ICENSED P.E. N ARIZONA 9 � CALIFORNIA COLORADO HAWAII IDAHO MONTANA NEVADA NEW MEXICO R OREGON WASHINGTON � I �,h7 I 2OK } - - - - -- - C-7 2 11 4-)� b� V I x 4;IT -� 1 24 . — -- - 91�Ir G, .._� 3 -F I i WALKER/DILORETO/XOUNIE., INC, CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-'X25 Job _�AfZi�F_N fz� C LIGE -��Nof'Y Job Wo. Client—L, LgF3C-y ,►.aet No.—EP Date By csH PRINCIPALSi4t r F401INPoo �. . RORERT A. WALKER [ALE J. .— DiLORETO WADE W. YOUNIE o T t � E --- - - - _ ICENSEDP.E. WYIE - --' —r_. — ARIZONA V t b CAiopnoo 0 �. _ 3. f 1-- - �` b- HAWAII - IDAHO MONTANA t �. _ _ -ZZ NEVADA I NEW MF\I' J OREGON _ I WASHINGTON _ _.,. _• - i _ _ mac,N F ow I TO 29 2 lips SFTC D 0 __ f i WALKER/CAL.ORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W HOOKER STREET,PORTLAND,OREGON 47201 503/'123 X55! FAX 803/223-102b Job txr� .rdZ�, 11�Ip l V^� Job No. _ Sheet No. �'- Client ©ate r By t.. - - '2 PRINCIPALS --^•� . RODERTA. WALKER I D LORE-TO _!-.- WADE W. vOUNIE LICENSED P.E. ARIZONA CALIFORNIA COLORADO R , HAWAII IDAHO r .}. .�-7 MONTANA ,.�_.._. .- i---L._ �. .. I I / ,. NEW MEXICO ...�.....I. OREGON �P --�,`J'--' (� WASW"IGTON I I_ ti' Yl �t�,•p PROF-f -�'---_ r -- ;� >ua�`'-'---�, i =.. _ IN-IV s� I � i 1365 ' ORE ON ,..a... AL �. -I --j`� - -;� - --� --•I` •�---- ---�. tj _. _ _i. __I .. � -._f... y.•..-�_.. IV1r.IIOC"f.Cal�l• !�L Z�.1 I � � �la( 8 I \ WALKER/DILORE"T O/YOUMIE, 11NO. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223 0555 FRX 503/223 1025 JobdAQ. �� 1 cIC' _ Job No. Sheet No. 5-z s__` _ '�� Client Date _ d By. tom.! r• INCINALSOBERT A. . . WALKER DILORETO ADE W --r- i• YO'JNIE. j i f, _. I - - - i _''�_t ENSED P.E. _I _ I .._ ... i _. -�-- 1.,2�ty--� ``"e- -y RIYONA LCORNIA OI JRADO I �• I I _ I .. ._.{._. _ AHOTANA XIC EVADA IF— EW MEMO REGON ASHINGTON { I I I ;.. « ►. { - i ��x�-.�-9!x•4}' --1--•- —i .._. .__ �.. �'� . � �$4�._...i.. ,.,L . __.. ..�......,.. . j:?4 is 9 `�074�,9� Lti .ry - I A+ - .....................................................•....- - - -- - C I -r:,r •v I ` 8d 7u P r'o2-tTC� A►4.f6 L r +� e u7 J � N 1 I w- "" �-.AWM-- INSPECTION NOTICE dllk 6&47j City of Tigard Buildin De � �Lr artment 9 p nU�' o[eoQl P.O. Box 23397 Tigard, Oregon 9722.3 Phone. 639-4175 Type of Inspection Ea1 Date Biquested__ i I Address ----.._ -- Time A.M.----_. P.M. ' �� Owner � � # BuilderLot The iviiowing Buildinq Lode deficiencies are required to be corrected; --- - ------------ Presented to -- Inspector DatF. Disapproved CALL FOR RE'rrNSPECTION C=l YES u nio BUILDING PERMIT APPLICATION DATE__ ----_--_, 19 THE UNDERSIGNED HEREBY APPLIES FOR A PER FOR THE WORK HEREIN INDICATED BUILDER PHONE 778-7609 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER SAeCtrum G py C,1 PBADDRESS __Lj LOT NO. —Z5 aa cl.ts__lt' sa1y1 tnAr rr t f nn �np BUILDER r_c717�f A11CHITECT ADDRESS ENGINEER STRUCTURE EJ NEW ❑ REM^_DEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE Cl DEMOLITION C7 RESIDENCE ClGOMM ❑ EDUCATIUNAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE [] SLAB❑ FENCE OCCUPANCY _LAND USE ZONE _ BLDG.TYPE —r— _ _ FIRE ZONE_____—PLAN CHECK BY HEAT--__ 1fsil '_�citgting btjil.ding. aOwar to b— r cVned,site to be elQana+d. -_ _ Sc+nlrer capping to be int3pr_ctQd by r_i.t.y. Stroct:s to be kept free fCa debriz. SEWER PERMIT# OCC.LOAD --- -- -------�------_____.--_—_. �_-- tlOOR LOAD -- HEIGHT .-- BUILDING DEPARTMENT AREA NO.BEDROOMS VALUE Tproved �R-- SETBACKS FRON i REAR LEFT SIDE --•"—'�-- RIGHT SIDE � HISPERMIT IS ISSUED REGULATIONS AND ALL 4PPLIECABLE CUDES ANDATIONS ORDINAIVCES,INED AND INIS HEREBTHF YAGREEDING EHATNTHE PWORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE SWITH ALL APPLICABLE ODES AND ORDINANCES. THE ISS ANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTACTORS TO HAVE CURRENT CITY BUSINESS S ,�g LICENSE.SEPARATE PEF'MITS REQUIRE#FOR SEWE" l OMBI�I� HEATING. T .'j r, SDC— ( � �BPDC# \PPI_ICANTORAGEN''4Rec�ip;No. r T ..{.. 7 ----- A[DR01 - - G / PHONE s f a�+rY DATE INSP. T%Pit INSPECTION REMAR" PLUMBING^ DATE _ Contractor Permit No. Rough-in Fixture — e-- Final — ~ +---- - HEATING Contraclor ~— — Permit No. Gay or Oil Firm sewER— —— Final DRIVEWAY _ Final Storm Drainage ^— (Rain Drain)Final Sidewalk Curb 6 Sheat Final — — - Aplttted+ --��—` TEM CERTIFICATE OCCURANCY —�--�.`-- y P..r7�. UEP T.FINAL PORARY Final C F W IF'1 C AT'E OCCUPANCY I tandtcat�inq I Zoning Final I 1: IN. .�' �..j. 175• ! � . tN fj h �I .�'lci►r� e7�r l REQUEST FOR ACTION !J CII4��i�p l� LOCATION: ----1`/�.-1 � Q PROBLEM: AA By: - ` �- D te: FORWARD TO: Administrator Police Building /public Works Library _ Record3r Planning Oilier Dgpartment Head Response: Atit�. ACTION TAKEN: Forwarded to: County F.W. ,. State H w f. Dept.-- Ry: - --- - ------ -- — Date WHITE: To Orginator CANARY: To Dept. Head (9/81) xx Fluence and Lend Developers Budden of Homes • Monutedurere of Components . I ,Eslete a Mortysye l cone a lulldloy Meterlele �MJL r7 R E ".EIVEP MAR 2 2 1972 EDWARDS INDUSTRIEF_ , INC. CITY 4F TIGARD P.O. BOX 2:!10 - PORTLAND, OREGON 97225 PHONE 2ti: 2603 March 21 , 1972 i Mrs Bob Hill City of Tigard Tigard, Otagon 97223 Dear Mr. Hill : Enclosed is a copy of our letter which we just. sent to Mr. Earl Re Bortorf, which I b?lieve i , ss !.f explanatory. We wish to point out that. under the .law there is no possible way thc.t we, as owners, can enter this property for the purpose of cleaning 9.t up until the tenant' s occupancy has been terminated, which under the law says can not be any sooner than April 26th . Shnuld Mr. Bortorf rlct comply, we ask that every pnssib] u allowance be given us to lean up said property on or before May 2nd, Thank you for your co—aper.tion. Very truly yours, EDWPRrS INDUSTRIES, INC . Kt�ith W. �ii�tn w 11 9 KOK : jb Cnc1_ .r . /ln.nu Ind l.nd OwNoPrn /ulldsn of Ilom•. • M.nuf*c'u'O"of Comdenonb ANI 4fN • ""to a Loon. • /uUllnO MIrrhi. E(6 ( J EDWA)R,IUS INDUSTRIES, INC. P-0- ROX 25110 - PORTLAND, OREGON 97225 PHOW 292.2603 March 21 , 1972 Mr. Earl R. Bortorf 14240 S. U. pacific Hwy Tigard,g Oreyoli 97123 Dear Mr. Bot:orf: L(e have just recaivgd notifir_etion from the that your premises are in unless this code is corn 1 viOlation of the cit City of Tigard will be a plied with on or before YMarch 26th, there warrant issued to you to ? there ppear before the court. . In es much as we are owners of sP.id Firm .in a Similar position and pit t t YOU do not with Gur nP warrant , we will he subject to b3inl� fined. comply The city of Tigard has brought Your compliance has becnrequested i, to our attention that Mr' Wally 7winq].i has requested yo fo , several months and the property, your GO—oparatio,l in cleaning ply but without success. Therefore this leaning up You notice that effec',ive �1arch 26th ' utter is property , yolr are giving vacate p y on or before April 26th. given nott.ce to However satiaHowe on9 if �'•ou comply with the cit of the inspector and Y code to the cornp] ete that this compliancf3 has been ' we receive notice frorn f help made, we will wit.1lraw our notice. Ile ry �rujy youra, Wilson R. Edwards, President WRE :isjh Allen C. Edwards Realty Company October 14, 1971 Mr. Earl Potorf 14240 S. W. Pacific Highway Tigard, Oregon 97223 near Mr. Potorf: I receive) a copy of a letter from the City of Ticard, dated October il, 1971, citing you that a nuisanc,� exists on the property that you nre rentirng from us. L.'dwards industries, '.nc. Is being cited along •.ritla you and, quite frankly, we can- not afford to have any pr( blems with the City of 'Tigard. Therefore, if you are not going to comply with the City :)f Tigard, please be on notice that we wish you to vacate the puem(ses. Y,)u have ter (10) days in which to remove the nuisance which was cited in the letter from the (;ity of Vigard or move. Yours truly, EDWARDS INDUSTRIES, JNC;. Nally R, Zwingli WRZ:wjk AFFIDAVIT OF POSTING IIn the Matter of Notice of Nuinance Violation of the Lands of Edwards Real, 14240 S.O. raeiiic Hwy. (Map a IIA, Tax'Lot'40� In Tigard Z Washington Count ,,_Oregon__Yw STATE OF OREGON County of Washington ss. City of Tigare 1, �_^.. Robert F. Hill being first duly sworn,, on oath depose and says That I am the duly appointed, qualified and acting Special Police Officer of the City of Tigard,, Oregon; That I posted in the following public and conspicuous places within /the City, a copy of DNotice of a copy of said notice. being hereto e.ttached and by reference n:nde a part hereof, on the day oftl��� 197 2. 3.— _—__.__� 4. Subscribed and sworn to before me this _;� day of 1971 M-37ary"moi c rrOregon / My Commission Expires � ,ju4 :I: CI'"Y OF TIGARD j'OTICE To REMOVE NIIISANCr, TO THE OWNER, AGENT OF OWNER ANP OCCUPANT oy THF ?Oi,T-i)W'.NG DESCRIBED REAL PROPFRTY 14240 Sr4. 'acific Hwy. Tax Map 2A 10A, Tax ?_ot 400 _ TN THE CITE. OF TIGARD, OREGON. YOU ARE HEREBY NOTIFIEP TO REMOVE A' P ABATE TIFF NUISANCE EXISTING ON ABOVE T)FS':RIBFM PROPERTY WITHIN TEN (11)) UYS FROM DATE OF THIS NOTICF, WHICH MTTSANCE CONSISTS OF Construction Materiels in Yard & Driveways Construction P','quiraent in Yarc? and Driveway, 0-1 u omb7ile n Tar aniGeneral P rrs n Yard .and _Driveway.OR SF'OW TO TIT, TI-4ARP C?TY COUNCTL THAT Nn MTTSANCF EXISTS, AS PROVIDED BY SFCTION 21 ARTICLE XT"OF ORDINANCE N0. 66••31,. IN CASE OF FAI01RE TO REMOVE SATD NTTTSANCE WITHIN SAID TIME, YOU WILL BF SITF,TECT TO FINE OR TMPRISON- MFNT AND THE CITY OF TIGARD WILL CAITSE T", SAME TO HE ABATED AND CHAROF THE COST THEREOF AGAINST THE PROPERTT HEREIN DESCRIBFD. PATE D CffjrF OF POLICE By : Hobert F. Hill Special Police Of.fi.eer 7-A-- *"qAL'4-0JL--NA[L@ LML A., 1 v CITY OF TIC ARD P. O. Bax 23321 12420 S. W. Main POLICE DEPARTMENT Tigard, Oregon 97223 Uctob(( r 11. , 1y71 Nr. &rl Dotorf. 14240 S.W. Pacific Hwy. Tigard, Oregon 97223 Dear Sir: Please be advised that under City Ordina .cc No, 70-3h, Article XI, When- ever )-- is declared by ordinance that anything is a nuisance and the Police Chief has knowledge that sl:ch a nuisarce exists, he shall cause to ;-ie posted upon One orcoerty liable for tit! abatement of such nuisance, a notien directira the removal of such nuisance, ;.s the owner, agent of owner and occupant, rou will be required to re- move and abate the ruisance existing on the pronerty within ten (10) days from the date of this notice in said nuisance cons stin,� of Construction i�'iaterials i'ard a D,iveway, an .ruct-itnr-- Equipment in Yard and Driveway, OTd AuTomo i e in Yard an _qgnera:i Debris in Yard and Driveway. � or show to the Tigard City Council that no nuisance exists, as provided by city ordinance. In case of failure to remove the described nuisance withir, ten days, yea wild be subject to fine or imprisonment,, and the C'_ty of Tigard will cause the same to be abated and charge the cost thereof against the property described. Your cooperation to correcting this matter will. be appreciated. Sincerely, Hugh H. uTilkinson Chief of Police HIST: By: Robert F. Hill Special Police Officer a,..-- . .. :. .1 6w+.•„M,»r>ar.q[w.:MW,.v*r...rn+wr p'.r:..»,:#lM.,r.r...�"IA,� :..•.,y.M!„ � 'q1µ. FKWKWN Of Nr 7 CITY OF TIGARD ,.•� P.O.®ox 23557 12420 S.W. Main Tigard,Oregon 97223 RTAS' y CFrF•('r;� 1 Addrredfps ..ca n"Flrsert---.. such r j1y u 1, AtY ruin:N in fui:r1rl,'!r8 Return Receipt Mr. Ea Potorf 14240 S Pacific Hwy. Tigard/ Or on 97223 NAPF est !lar' -01-) 3 1971 IN him.�-_� XW"W SH KRVICE(R) INDICATED §V MMIJOCK(s , REQUIRED EEE($) PAID. Shaw to Whom, date and address Deliver ONLY to eddroYse RECEIPT Rerelred the tiumbored article described beiowi. REOISiERED N0. SWI A f UAE OR NAME Of ADDRESSEE(M#jr7wgr1 d 1 !M 1 CER:iFIED N0. SIGNATURE OF ADDVAGEE 3 AGENT.IF ANT Imsupro N0. ' DATE DEV IVERM SI10W WHERE DFLIV RED(cnfy if rvgw4rd) •MHr� f; IGARD 3557 �' '`�'•. Main n 97223 J,�,torf 1 % 10 .5 PaCifiC i1,ay. "i -;Lrd, Or C a7 _t3 Nhb'r. ISi r�, UG`T'I 3 1971 PLEASE FURNISH SERVICES) INDICATED BY CHE,�Kk.:7 BLOCK(S). REQIJIRED FEES) PAID. Show to whom, date an,, address Deliver ONLY' where delivered _ ❑ to addressea RECEIPT Received the numbered ortil-le described beloly. REOIST(fifD N0. SIGNATURE OR NAME OF ADDRESSEC(�11wtt alrvayi IrVj& 1» iiRT—MED N0. SIGNATURE OF ADDRES:EE'S AGENT,IF ANY INSURED NO. DATE CELIVLRED SHOW WH FRE UR IYERED(only iJ rrFaelrrA) �- 8 df—A-1160-11 SAT-108 raps A I September 16, 1971 Mr, ha r.l Rotorf ;4240 �, t1', Pacific Uig;iway Tigard, Oregon 97223 Gear Mr. Bororf: I have tried to contact you by phone many timer, during the last few days and noone nswers. I hcve also stopped by your house and left messages with your children. Your rental payments are in a serious delinquent condition. You now owe for the racnths of August and `chtember for a total of $200. 00. V'c must have payment in full L)y ()ctob.�r 24, 1971, or , rNuest that you vacate the premises. We have also received a complains. from the (7lty of -Tigard regarding the condition of thi grounds around your home. They are requesting removal of all jun): cars, lltt(- r and lumber. i suggest that this be stacked very neatly In th,! garage and a general clernn-up of the 9r^a be done immediately. If you 0,re no desire to correct tho above conditions, please advise accordlr,gly. i Fincerely, j i-DWARDS li {)USTRII S, INS I W. R. Zwing, i WRZ:wjk I Address /5!.?�/ Permit No.___ ,, n �.F�rr Pr;rmit charge Owner :-d :�a' ,G,•. tZ -onnection fee Paid by Type of Building Date connected �' -- X , _ Service Rate __ Inspection fee_ Contractor _ Paid -' �� Size of connection Assessmen "'Paid,--- -� PERMIT TO CONNECT ' Tigard Sanitary District PERMIT V 1316 DATE PERMIT IS GIVEN TO --. --- --- - OF --— - --- --- - ---- ,�_ F TO CONNECT TO THF SYSTEM OF TIGARD SANITARY DISTRICT AT THIS PERMIT MOST BE POSTED ON THE DESCRIBED PREMISES UNTIL CON- NECTION IS MADE AND INSPECTION OF CONNECTION HAS RET"' COM- PLETED. pti.»:' FEE PAID $.... ....-TIGAH.D SANITARY DISTRICT CONNECTION INSPECTED AND APPROVED Date - - gypert tendent s-e y-�� e 1_ m a) hm m� I I I I s i I LO i 01 X01 I I I I I i eel I I I2el et I I lei- 11 ei- i I J II el el tel- —} _ I I I I � I I• i r =««A.C.E.S Version 5 . 6>>>>=========[ 366204 1===-=====««ACTIONTPJSS»»=== Customer : BROCKAMP Tue Mar 05 18 , 06 :39 1991 Prosect 44: 7300B Truss ID : T02 Famil - # 314 Span 40-0 Quantity 9 Top -itch 8 . /12 _-_________-________-___-_-__- TOP CHORD AOTI[.y CH(181) WEBS Pr ACTION6 - SI7F APPRAVED POR A or FLORIDA INC. 7-2--5166 0-9- 4171 2-17--448 1--3559 5.50 PRO,or F// s 2-3--4596 9-10- 4746 3-11- 1030 8--3559 5.50 �� C S 3-4--3809 IJ-11- 4747 4-11--1569 VS `G1NEE�4 O,r� 4-5--4060 :7-1- 4170 4-10- 196 5-6--3009 5-10- 195 6-7--4596 5-9--1569 7-e--5166 6-9- 1029 7-9--448 OREGON 1 PLATE .7FPS8TS (X-LRrT,Y-T0P):[JIB-3,2), `H��t �, �`�`• 4-6 3-0 ,1P-0 ,15-1-15 24-10- 1 3.0-0 135-0 _ ,40- -6 40- 5-9 5-1-15 9-8-2 `-1-15 ,5 is 5-0 6X6 5X6 5X6 6X6 3 4 5 6 2 X5 Z XS 2 7 7X9 7y9 �►� 11 10 � ' 1X8 7X6 4X8 _ 10-0-5 22-0 _ 29-11--11 40-0 9-11 -11�- 9-11-11� 19-0-5 —� HL TO PX:12-0-4 A. HL TO PX :12-0-4 ,EFT HEIGHT:e-8-15 SPAN:49--0 RISE:7-4-45 RIGHT HEIGHT:0-8-15 OADING (PSF) MAX STI-F.SSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0 . 950 TOP CHORD: 2*e No. 2 DF-L "OP 25 12 BOTT 9-' 0=0 . 81y BOT CHORD: 2*5 No. 1 CF-L 10`.PT 0 8 DEFL. < L�360 WEBS : 2*4 STANDARD DF-L 7R. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING 48 . 0 in. o. c . tEPETITIVE STRESSES USED NO. OF MEMBERS 1 TP 4-11; 5-9 BRACED at 1/2 POINTS ote: Use 1.4 or 2x3 Cont. Bracing conn. with 7-8d nai)o min. 'I^.'F- IM-r ANL' RICHT OVERHANG& REQUIRE SUPPORT OR ,..�.'�'L I IRNIi —k'M9 ARF 913-M-20 W=191-240 TENSIO14-359 SM-R-242 MAN'JPAt7 UPED F4�-M A_97N A 446 JM A ::AI, 'ANIZED STZFL(Ex(1EPT AS SHOWN) LAN.' MST BE INSTALLIM ON BOI'B PACES OF .JOINTS, BYTMrTRICAL7.Y(Sti=EFT AS SW-YWN)DP--ICN CONPORKS WITH BDS DESIGN SPECS AND UBC,TPI-8 NIR .>RSIC;1 IS POR MUSS FABRICATION ONLY.POP PERMANENT AN'. TEMPORARY Mf7TNG(WRICR TS ALWAYS REQD)^-MSULT BLDG ARCHITECT OR EP;INEI:R. :- <<<<DRAWING»»============== 366205 —««ACTIONTRUSS»»=== Customer : AT""CY.AMP �- Tue Mar 05 18 :07 :07 1991 Project # : 730k,'P Truss ID : T02C Family # : 10� Span 18-6-2 Quantit, : 9 Top Patch : 8. 12 OTES11 -Gable studs spaced at 24 inci►es o.c.�- --Y 2 -Brace vertical studs in accordan^e with standard gqable end detail 3 -Continuous bearing pro»:ded alon entir-P bottom cFaord j4 -Provide 2X4 plates a` each end oy yw:.ie stud unless otherwise noted O-g 15 .1-7-9 9-3-1 13-10-10 I 18-6-2 0-8-15 �� 4-•7-9 4-7-9 4-7-9 �- 4-7-9 4X4 3 2 4 3X4 3}(4 1 5 iryryf;t iir ttri:ptit t t nt,t r'gtitp a(i+rsi:i'si;i:�isitiatisitlsicittci .....t...• .....,J•...•..•.b...•.....,!•...•..........•....•.tNyom-T. :1it.i.i:.itj.�i.t.i3 f1.it. C.i tl S•.•..r..•......•l...........r............. 7 6 6-2-1 12-4-1 18-6-2 6-2-1 -�-- 6- ?_1 6-•2-1 �� HL TO PX:1.1-1-8 R. HL TO PX :11-1-6 .FFT HEIGHT:0-4-7 SPAM:18--6-2 RISE:6-6-8 RIGHT FIEIGHT:0-4-7 .,OADJNG (PSF) 4AX ST FSSES MINIMUM GRADE OF LUMBER L TOP CHORD:2*4 No. 1 DF-L COP 25 1.2 BOT CHORD:2* . No. .L DF-L 30TT 0 8 DEFL.< L/,.40 WEBS : 2*4 STANDARD DF-L 3TR. INC. : LUME: = 1 . 15 PLA'^E--._1 , ; 5`______.___- SPACING : 48.0 in. o. c . 2EPF.TITIVE STR.C-:SSES USED NO. OF MEMBERS = 1 ':.ATE»; ARE BEMAY-2P BnLDING-JIB TENSION-354 818AR-212 MANUFACTURE" FRnwt ASTM A IIE CRD A GALVANIZED ECEEL(EXCEPT AS S"CWN) 'LATE MIT BE INSTALLED ON 780TB FLUES OF if,'—ATS, BY-W_TRICALLY(E%C-EPT AS SHOWN)DPSIGN MN"FORM.4 WITS NDS DESMON SPECS AND UBC,TPI—B5 •EIS DE',IGN T6 PCW TRUSS FARRICATICIN UN"..Y.rOR PERMANENT AND TEMPORARY BRACIRr(WRIC0 16 ALWAYS N"QD)CCN9= BLOC ARCMITF.C.'T OR ENCINEF.R. PROc•, mrI ;vcl Y Qltit'. t s OREGON ^�w STATE OF .— ''`y�r� RMUNWE4911 __ ««A.C.E.S Version 5 - 6>>>>=========[ 366206 ]=========«<•cACTIONTRUSS»»=== Customer BROCKAMP Tue Mar 05 18:07:35 1991 Project #: 7300B Truss ID : T01 Family # : 314 Span 40-0 Quantity : 4 Top Patch : 8. /12 ----------- ---------- TGP M)RD BOTTOM CHORD WEAq REACTIONS - SI'M APPROVED POR 1,EMAX OF FLORIDA INC. 1-1--9994 0-9- 8068 2-.11--?67 -6408 5.50 F 2-3--9605 9-10- 9507 3-11- Ai9', 8--6108 5.50 ^<O Pilo! (' 3-1--7064 10-11- 9506 1-11--27•; \ `- !`✓� 1-5--9703 11-1- 8068 /-10- 312 5-6--786 5-10- 341 6-7--9i85 5-9--2716 ,• s 7-8--9991 6-9- 4289 / '-9--267 all "1�' s ORECO) 1 �'T 17. :'LATR OF75F73 (X-LID^T,Y-TOP)tIJ9-1,2.51,(j:,0-x,2),(]11-1.2.51. (L > 4-6 5-0 la-8 _ 1, 5-1-15 2_4-18-1 30-0 35-0 40 �'(�F 5-0 5-0 5-1-15—9-0-2 5-1-15 5-0 5-0 6X6 5X6 5X6 6X6 3 4 5 6 3X5 -- 3X5 2 7 7X9 Cr � ■ 8 11 12 9 X8 7X6 5X8 12-0-5 28-0 1 29-11_11 40-0 10-8-5 9-11.-11 9-'1�-11 10-0-5 L. HL TO PK:i2-0-4 R. HL TO PH :.2-0-4 LEFT HEIGHT:0-8-i5 SPAN:40-0 RISE:?-4-i5 RIGHT 14EIGHT:0-8-15 LORDING (PSF) MAX STRESSES -MINIMUM GRADE OF LU_1BER L D T07 4-5=0 . 955 TOP CHORD: 2*8 No. 2 DF-•L TOP 25 12 BOTT9-],0=0 . 821 BOT CHORD: 2*6 No. 1 DF-I, BOTT 0 8 D::F.L. < L 36L` WEBS : 2*4 STANDARD LF-L STR. INC. : LUMB -- 1 . 15 PLATE = 1 . 15 SPACING : 48 . 0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 1Cllu�INC BTRFAr INCREASE LOADING PANF'L(PT,F) / JOLNTB(LBS) I.'MBER PLAn- TYPE 1.15 1.15 UNIFORM 1- 3- 118 3- 6- 259 118 8- 9- 32 9-11- 56 11- 1. 32 CCvCEV7RATED 9- 1500 11- 1500 WEB: 3-1.1; 6-9 TO BE 2*4 No. 1 D1-I, 2 MEMAPP-; NAILED 2OQF-TNER W/16d NAILS 12 1n D.C. Or 10d NAILS, 18 In. D.C. (CR014, AND WEBS) •• F::ATF9 )M BEHAX-20 BOLDING-210 TENSI01q-359 SM-AR-2Q MANUFACTURE1, F" ASTM A 166 CRD A GALVANIZED STEML(EXCEPT AS SHOWN) V%XII MUST BE INSTALLED ON BOTH FACES OF JOINT;, SYMMETRICALLY(FJ(CF3'T A5 &H,.WN)DFSICN CONFOR•'S ''.TB NDS DESIGN SPECS AND UBC,7.-'-85 'I-S DESIGN IS FOR TRUSS FAA,.I:ATICM ONLY.POR PF-RYANIMT AN„ TEMPORARY RRACI11G(WHICH IS ALWAYS REQD)CONS1TLT BLDG ARCHITECT OF ENLINE£R. s �r � e+4r � � n■r � � �w <::A.C.E.S Version 5.6:;":> ;____=___[ 366209 ) :ACTiONTRUSS'.;:?::___ CuStomer : PROCKAMP Wed Mar 06 14:04:25 1991 Pro iect 0: 7300B TrUSS ID : TO: Family 0 : 205 Span , 5-9-14 OttantitY . 1 Top Fitch : TOP CHUD BOTTOM CHORD NEES FEACTIONS SIZE 1-2= 0 -1= 0 1=-00 5.50 2-3=-401 3=-490 5,90 APPR0T SpA REQ ENCL +STATE of 14-6 5-9-14 5-9-14 ��-- �''r k.E-�=T�.o•� A r �"ort.IT 2 �am j_. L'f �urpxl- Oc :rvr, tE--T U1 N P/1• !•;X -9-14 5-9-14 L . HL TO PK :7--6 LEFT HEIGHT :81-I3-15 SPAN5-9-14 RISE:4-7-9 BIGHT HI:IGHT :4-7-9 ------------------------------------ - LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.354 TOP CH0RD:2*& No.2 DF-L 'OF' 25 1V BOTT -1=0.1.3 BOT CH0RD:2*6 No., DF-L � B :2 OTT 0 8 DEFL. :: L/240 WEDS 14 STANDAF;D DF-L STR.INC. : LUMP = 1 .15 PLATE = 1.15 SPACING 48.0 in. o. c. REF'L•T I T I VE STRESSES NOT USED NO. OF MEMBERS = 1 NOTE: LEFT OVERHANG REQUIRES SUPPOR' 01 LEVEI PETURN PLATES ARE PEMAX-70 HOLDING-NO TEN•JOII.359 SHrAP-212 MANUFACTURED fROM ASTM A 446 GRD A GALVANIZED STEEL(EICEPT AS SHUWN) PLATE MUST !r IIISTALLEI ON 10TH FACtS OF JOINTS SYMMETRIEALLT(EXCEPT AS SHOYN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,iP1-B5 THIS DESIGN IS FOR TRUSS FAINCA11ON ONIY.FOF PIRMAWN1 AND TEMPORARY IRACING(WFIICH IS ALWAYS PEDD)CONSULT 1lDG ARCHITECT OF FW;INEEF. A.C.E-S Version 5.6': . :______=:[ 366210 .. . IONTRUSSCU9tomer : BROCKAMF Wed Mar 06 14:05;�4"ly_yl Projpct 0: 7300P Truss ID : T06 Family 4 : 205 Span � 5-9-14 OLlantity� : 1 Top Fitch : 8./12 TOP CHORD 10ITOM CHORD 1EIS REAC110NS 511E 1-2= 0 3 1= 0 1: 19D 5.90 2-3--103 3= 490 5.90 ARpVO .QA A INC. RM ENG. N0. r" STATE OF -- �AT 17 h� — 5-9-14 _ _ ��CT Y 5- 9-14 e,cTi ohl &T 7a tJ-r2. 3X4 I lY ! 3 + 5-9-14 5-9-14 L . HL TO PH 7-0 LETT HF IGHT:8-8-15 SPAM:5--9-14 R ISE :4--7-9 RIGHT HE IGHT:4-7-9 LOADING- (PSF) ==MAX STRESSES MINIMUM GRADE OF LUMBER=== -___-- L D TOF' i-2=0.354 TOP CH0RD:2*8 No.' DF-L TOP 25 12 POTT '-1=0.13,1 ROT CH0RD:2>f6 No." DF-L BUTT 0 8 DEFL. L240 WEDS :2*4 STANDARD DF-L STR INC.: LUMP-= 1-15 PLATE = 1 .15SF'ACING 48.0 in.-c. c. REPETITJUE STRESSES NOT USED WO. OF MEMBERS = 1 PLATES ARE IERAI-20 HOLOING-240 TENSION-359 SHEO-111 MANUFACTURE1 FROM ASTM A 116 611 A GALVANNED STER(EXCEPT AS SHDIN) PLATE OUST IE INSTALLEI ON 1010 FACES OF JOINTS SYMMETRICAL 1.Y(EXCEPI AS SHOIN)IESIGN CONFORMS VITH NDS I[SIGN SPECS /NO UIt,TPI 6` THIS IEST6N 15 FOR TRUSS FAIRICATION ONLY.FOR PIRNANENT AND IEMPPkARY IRACIN6(VHICH IS ALLAYS REOD)CONSULT ILIG APCH11ECl OR ENG1Nr[R. tl I P20f ;;20! ±?81 3211 -J2e1 ilt -�- 366220 =======««=tCTIONTRUSS»»=== _ <<<<A.C.F;,S Ve2sion 5 . 6> >>== =====[ ]== Wed -Wed Mar 06 09:01. 09 1991 Cuatomer BROCKAMP Truss ID : T01 �______ _=____~ --_-------•-_-- -= ___ -_____ oi-l-y--- -- -0 Project 100 Quantity 25T � tch : 2_---1-12 rj : 20 -2 --- ----_ - REACTIONS - BIZE APPRAVED FOR DEMAX OF FLORIDA INC. — — 'POP CODRD BorMM CHORD WEBS 8--1230 3.7.'1 ���� PR�F�',� 1-2- 1941 6-7- 1349 2-8--2979 6--781 3.1] ,, 2-3--1243 7-8- 786 z 452 3-4--1','43 6-1--1912 3-7- 71 4-5- 0 4-7--132 1'.Dv4 5-6--160 4-6--1423 �v ORLGON 17, PLATE OFF9FTS (X`LF.FT,:'-WV):)j2-4,1.5), 13-3 - P-,.6-14 1?•-1-15 5-2-10 3-1E-15 4-5-3 4X4 3X4 3X9 3 4 3X3 5 3X5 _,--r---"-_`'�`.�• 1. �.+—••r--� �,1- -_..�- - 6 8 3X7 3X5 4X6 13-3 4-9-7 4.._a_7 8-5-9 R. HL TO A'.'. :6-8-9 L. HL TO PE:13-5-3 LEFT HEIGHT:e-3-13 SPAN.21-10-2 RISE_2_6_5----_--RIGHT-HErGHT_1�1_2 LOADING (PSF _ MAX STRESSES 2=P . 807 -MINIMUM GRADE OF LUMBER L TOP 1- TOP CHORD:2*4 No. 1 DF-L ` op 250 128 BOTT 8_1=0 .477-__--___BOT-CHORD:2*4--STAND -DF=L----=-- BOT - - DEFL.<_L/240---- WEBS :2*4 STANDARD- -DF-L - NPACOFCMFMBERS in. o. c • F PETITIVELSTRESSESUMB 1. IISEDLATE 1 . 15 PLATES ARE PEMM-20 9OLDING-240 TENSI'1N-359 sFM"-242 MANUFACTIFRED FRDM AS R1 A 446 CRD A GALVANIZED STEEI.ESIGN T AS SHOWN) PLATE MST RF. INS'T'ALLED ON DVfN FACES OF JOINTS, SyMMETRICALLY(FXCL-T AS BBONN)DESIGN CONFORMS MITsr►roSULTSBt,DGBAR®I^-E��F ENC,1N4:R. TMI3 DESIGN IS FOR TRUSS FABRICATI04 ONLY-FOR PERMAMENT AND TEMPORARY DRACINC(MBICs I9 ALWAYS REQU) - ««ACTIONTRUSS»»=== 366222 ]_______--_ _=<<<<A.C.E .S Ve. sion 5 .6>>>>=========[ Wed Myr 06 .01002 :05 1991 -' Customer BROCK.'�MP : T02B Famil # -- 73000 Truss ID Top Pitch : 2_/12-_----- Project # : Quarti.ty--_=?=_______-_____ ----- Span __17_2-4.-"_ __--- - F1DA INC. AI'FROVED FOR B R — -Om CHORD MEAS 1EACTIONS - SIS c`�D Pp ''lOf� _--.-- — BOTT 3.131-762TOP CIP)Fill 3-1--1604 7._762 3.33 �-j (,INC 3r2--168 7-A- 1515 2-3- 0 6-1- 1515 3-A.._76 {-A- 197 S 3-4--1465 5-8._76 4-5•_1465 5_7._1604 5-6- 0 6_7--168 S OREGON 17-2- 8_-6-14 8-7-2 12-6-1 _-4 —} F-----4-8_ 3 3-1A-•35 3-10--15 4-8-3 4-8-3 .194 3X4 3X4 4 5 293 1 8 3x4 �X4 3x7 8-7-2 ��_}--_- -- 8-7-2 R . HL TO PK :8-8-9 L. HL TO PK:8_8-9RIGHT HEIGHT:1-1-2 -- LEFT HEIGHT:1-1_2 SPAN:17-Z_�-===_RISE_2_6-5__===_.-__-�--___,___-_-__-_____-- MINIMUM GRADE-OF LUMBER -- -- MAX S'T'RESSES- TOP CHORD: 2*4 No. 1 DF-L LOADING L(PSF 3-1=0 . 434 BUT CHOP•D: 2*4 No. 3, DF-LDF-L-- TOP STANDARD 75 12 BOTT 1-S 0 .41i' WEBS TOP 0 2======== - ---_=DEFL_<-L/240______ __________ __'=__-_-- STR.TNmI�LSTRESSESIUSED�TE 1 . L5 SPACOFGMIM24 . 0-=n. °. c . REPE AS SHOWN) MI9•B NDS UESICN SPECS Alm U13CITPI-89 F ATFS ;RF BFt1A3I-2P Noll) TENSION-359 SBFAR-242 hANlTACVTJ-0 FROM ASTM A 44 N KV 6 OND A GALVA.NILFD`�TF�DE BLDCTARC9TTECT OP F.NCI1fEkR• ;'SyI9 INSTALLED TRUSSONASR-I��TIONgONI.Y?FOR PERMANENTRAND LTEMPCgARY ORACTNC%'AIC8C15ALWAYS'REQD1- ««'A.C .F..S Version 5 .6>%>.•_========[ 366221 ]=====-- «« »» === ACTIONTRUSS === Customer : BROCKAMF Wed Mar 06 09 : 01:37 1991 Project #: 7300C Truss ID : T02 Family # : ].0] Span 17-2-4 Quantity : 34 Top Pitch : 2 . /12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FON BE14AX OF FLORIDA INC. 1-2--146 7-q- 1515 3-1--1561 1-762 3.13 2-1- 0 8-1- 1464 3-8--20 7--762 3.13 3-4--1465 4-8- 170 �r 119 PROF�s�, 1-5--1455 5-8--76 5-7--1604 6-7--160 13.804 \. UREGON 17�q� B-7-2 12-6-1 1 �', ��� -6-14 4-1-1 4-6-1 3 -10-15 4-ft-3 4X4 3X4 4 3X4 3X4 B 7 3X7 3X4 I— --- ---8-7-2 — �- 17-2-4 ---{ 8-7-2 B--7-2 L. HI. TO PX:8-8-9 R- III, TO PX :0-8-9 LEFT HEIGHT:1-1-2 SPAN:17-2--4 R ISE:2-6--5 RIGHT HEIGHT:i--i-2 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0 .439 TOP CHORD:2*4 No. l DF-L TOP 25 12 BOTT 7-a=0 .470 BOT CHORD:2*4 No. 1 DF-L BOTT 0 8 DEFL. < L/240 --WEBS--- :2*4 STANDARD DF-L STR. INC. : LUMB = 1 . 15 PLATE = 1. 15 SPACING • 24 . 0 in. o. c . REPET.T.TIVE STRESSES USED NO. CF MEMBERS = 1 PLATES ARE SEMAX-20 BOLDING-240 IENSION-359 SHEAR-242 WkNUFACTVRED FROM A9?1 A 446 GRD A GALVANIZED STE3L(EXCEFT AS SHOWN) PLATE MUST dE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS 3POWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PEFMANF?1T AND TEMPORARY BRACING(WRICH IS ALWAYS REQD)CONSULT BLDG AACBITFC11 OR ENGINEER. 41 =--«<cA.C.E.S Version 5 . 6>>>--=--- 366223 ]_-----=--«<<ACTIONTR13Sc;>> = Customer BROCKA.MP Wpd Mar 06 09 :02:34 1991 Project #: 73000 Truss ID : `I'02C k'amily # : ].07 Span 17-2-4 Quantity : 2 Top Pitch : ".%2 TOP CHORD B4OrI`OM CHORD WEBS R JICTIONS - SI7.E APPROV'CD FOR BEMAX OV FLORIDA INC. 1-2--168 7-8- 1515 3-1--1604 1--762 3.13 2-3- 0 e-1- 1515 3-8- 76 7--742 3.13 P!1 3-4--1465 4-8- 192 11 is 4-5--1465 5-8--76 5-6- 0 5-7--1604 6-7--168 sOREGON o1 of F 4-8-3 + - e-?-z—�_ '2-G-1 17- 4-8-3 3-18-15 3-1A-15 4-6-3 4X4 3X4 4 3X4 3 '� 2X3 2X3 ---rr.-r--_ "---�-.-�-, ---,._- 11111111111g, 6 1 ® 7 3X4 3X7 3X4 _ 8_-7-2 17-2-4 L. HL TO PH:0-8-9 1R. HL TO PH :0-0-9 LEFT HEIGHT: i-1-2 SPAH:V-2-4 RISE:2-6-5 ARIGHT HEIGHT:i-i-2 .IjOAD.ING (PSF 1 MAX STR,,SSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.439 TOP CHORD: 2*4 No. l DF-L TOP 25 12 BOTT 7-8=0 .470 BOT CHO RD: 2*4 No. 1 DF-L BOTT 0 8 DEFL.< L/240 WEBS : 2*4 STANDARD 9F-L STR. INC . : LUMB = 1 . 15 PLATE = 1. 15 SPACING : 24 . 0 in. o. c . REPETITIVE STRESSES iJSED NO. OF MEMBERS = 1 PLATES ARE BEMAX-20 BOLDING-240 TENSION-359 SHF"-242 MANUFACI'URFD FROM ASTN A 446 CRD A GALVANIZED STEEL(EXCEPT AS FROWN) PLATE MUST BE INSTALLrD ON ROTA FACES OF JOINTS, sYMht£1'RICAI.LY(F.XCEPT AS SBOWN)DESIGN CONFORJKS WITH NDS DESIGN SPECS AND U13C,TPI-R5 TRIS DESIGN IS FCR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPLIPARY BRACING(WBICB I5 ALWAYS R£QD)CONSULT BLDG ARC9ITECT OR ENGINEER. --`=««A.C .E.S Version 5 .6>>>>=---=======( `- CustoAHer � J3ROC�CAMP ( 366224 � ---___=-««.ACTIONTRUSS»»=-= Protect #: 73000 Wed Mar 06 09 : 03: 01 1991 Truss ID : T02D Family # : 10 Span 15-7-8 Quantity : 2 _ TopP_a.tc-h 2 . 12 _ _ _ TOP CHORD BOTTOM MORD -WEBS --••-_- ^- REACTION9 - SIZE "PROVED FOR BEMAX OF FLORIDA INC_. 1-2--636 6-7- 1312 2-7- 1192 1-691 3.13 2••3--1194 7-1- 0 3-7--8 6--691 3.13 �Ep pRpFFs 3-4--1194 4-7--145 4-6-1189 c yGINf J'j 5-6--169 �'1J 8 f,� Oy 4• or,EGON 17. 4-8 _ 4X4 3 3X4 3X4 4 2 2X3 3X4 ? 6 3K8 3X4 ?-0-6 — 15-7-8 7-0-6 �— g-?•-2 L HL TO PH:7-1-9 A. HL TO PK :8-8-9 T EFT HEIGHT:1-4-4 SPAN'15-7-8 RISE:2--6-5 RIGHT HEIGHT:1-1.•-2 LOADING I (PSF) Xt, STRESSES _-=-==-MINIMUM GaADE OF I-UMBER D TOP 2-3=0 . 978 TOP CHORD:2*4 No. 1 DF-L TOP25250 12 B(JTT 6-7=0 . 396 BOT CHORD: 2*4 No. l DF-L ) DEFL. < L/240 WEBS _ :2*4 STANDARD DF-L STR. INC. : LUMB =-1 . 15 PLATE-= 1 . 15 -SPACING 24 . 0 in. o. c. -= REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE BE21AX-20 HOLDING-240 TENSION-159 SHFAA-242 MANUFACPURED FROM ASTM A 446 ORD A GALVANIZED STEF.L(EXCEPT A5 SHOWN) PLATE. MIST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SH04N)DESIGN CONFORMS WITH NDS DESIGN SPFCS AND UBC,TPI-85 THIS DESIGN IS FOR TRUSS FARRTCAT;ON ONLY.FDFPERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. «<<A.C.E.S Version 5 . 6»»___ -[ 366225 ]==_======<<<<ACTIONTRUSS>>>>=== Customer BROCKK'" P Wed Mar 06 09 : 03:29 ].991 Project # : 7300C Truss ID : 7102E Family # 101, Span 13-7-8 Quantity : 2 ------------Top-Pitch__-2=-1-----•----- TOP CHORD BLYMOM CHORD WEBS REACTIONS - SIZE APPROVED FOR B qia4LOP FLORIDA INC 1-2--562 6-7- 1053 2-7- 671 1--601 3.13n� 3-•�0d0 7-1- 0 3-7--60 6--601 3.13 U 1111 11UUf 3-4--6e8 4-7--233 4-5- 0 4-6--1114 13.804 �J ,P 1 ,/i dal 17.��Q 5-9-6 , 8-11-5 1.3--7-8 — 5-0-6 3-10-15 4-'8-3 4X4 3 3X4 3X4. r�� -- ..��4 4 . X3 rw 6 3X4 3X7 3X4 � - - 5-0-6 8-7-2, L. HL TO PH:5-1-3 P . HL TO PH :8-8-9 LEFT HEIGHT :1--8-4- SPAH:13-7-8 RISE:2-6-5 RIGHT HEIGHT:1- 1-2 LOADING (PSF1- - - - MAX STRESSES ==MINIMUM GRADE-OF-LUMBER -- - L D TOP 2-3=0 ,489 TOP CHORD:2*4 No. 1 DF-L � . TOP 25 12 BOTT 6-7=0 . 333 BOT CHORD:2*4 No. l DF-L BOTT 0 8 DEFL.< L/240 MESS :2*4 STANDARD DF-L STR. INC. : LUMB = 1 . 15 -PLATE = 1 . 15 - -SPACING-•- 24 . 0 in. o. c . REPETITIVE STRESSES USED NO. OF YE,NiBERS = 1 PLATES ARE BE4AX-20 BOL)ING-240 TENSION-359 SHEAR-242 MANUFACTVRMJ FROM AS'a1 A 416 GRD A GALVANIZFD STEBL(EXCEPT *_S SF)0'..-N) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICA.LLY(EXCEPT AS SHOWN)DESIGN CONFORMS WIT.9 NDS DESIGN SPECS AND UBC,TPI-85 IS ALWAYS REQO)CONSULT BLDG ARCHITECT' OR ENGINEER. '11128 DESIGN IS FOR TRUSS FABRICATION ONLY-FOR PERMANENT AND TEMPORARY BRACING(WBICS >>=========[ 3.,6226 ]__==-----== -««ACTIUNTRUSS»>-'=__ ===<<<<A.C.E•S Version 5 . 6 Wed Mar 06 09 :03:57 1991 , istomer : BROCKAMP Truss ID : T02F Tom1Pyt#h ; 1012 rroject # : 7300C Quantity __ _--________________�__________=--_-_ $pdIl __11-7=$_==__= REACTIONS - AYPROVfl�D 4A$ OF ELOPED" INC. SIZE TOY CHORD B011J(N1 CHORD _ WEBS 1--511 3.13 P(lOF£�n 1-2--480 6-7- 193 2-7- 570 6-511 3.13 1/ 7-1- 6 3-7--67 3-3-_562 r 3_6•_502 4-',--322 13.804 4-5- 0 ✓� -� 5-6--168 ORECOU 0-6-14 i-8-6 , 6_ il-5 �_ I--- - 3-19-15 4-8-3 3-0-6 4X4 3X4 3 3X4 4 �= --- 6 1 7 3X4 3X4 3X7 3-0-6 g-7-2 �~ 3--9-5 A . HL TO PK :8-8_9 L. HL TO PK:3--0-A4 ]RIGHT HEIGHT:i-1-2 ii-?-8 AISE:2--6-5 LEFT HEIGHT :2.-0-4 SPAN: LER='_---- -- MAX STRESSES MINIMUM GRADE OF LOADING L(PSF1 TOP 3-4=0 304 TOP CHURD:2*4 NO- 1 DF-L D BOT CHORD:21 No 1 DF-L TOP 25 1� BOTT•<6L/240312 WEBS TOP DEFL =--====-=------ BOTT 0 ----- ___________________ n. o. r.. _ SPACING 24 .0 STR. INC. : LU*`.B-=-1 . 15- PLATE = 1 . 15 NO. OF MEMBERS = 1 REPETITIVE S'T'RESSES USED YI,ATE.4 RAE BEMAX-70 BOLDING-246 TF:NSIO!+-359 SSEAR-242 MANIJFACIVRF.D FROM A.S'IT1 A l46 CRD A GALVl�7IZED STEEL(EXCEYT AS SHOWN) FABRICATION ONLY.FOR PEWIANENT AND TF34PORARY BRACING(WHICB IS ALWAYS REQD)OONSULT BLDG ARCHITECT OR ENCINEf.R. PLATE MUST BE INS'I'AI.LED CNi BOTH FACE.; OF JOINTS, 3YMKF,njjCAI.tY(FXCEPT AS SROWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UDC,TPI-6 THIS DESIGN IS FOR TRUSS w P Version 5 .6>>>>========= 366227 -««ACTIONThUSS»»=== Customer : BROCKAMP Wed Mar 06 09 :04 :24 1991 Project #: 7300C Truss ID . T02G Family # : 1 _ Span _ 9-7-8 Quantity : 2 Top Pitch : 2 %2 TOP CHORD-- BOT-MM CHORD—.--WER9'�—___— REACTIONS - SIZF APPROVED FOR BEMAX OF FLORIDA INC. 1-2--414 6-7- 534 2-7- 306 1--421 3.13 ��0 2-3--156 7-1- 0 3-7--127 6--421 3.13 / 3-4--156 4-7--410 %CUA\ �t1G(Nf f�ut��0' 4-5- 0 1--6--5E5 5-6--166 �p fl GON ,fl� 17.%"'��� 9-6-14 -g-6 T 3-1g-1`i 4-8-3 3X4 4'4 3X4 4 �--, 2X3 3X4 37X7 3X4 1---9-6 t 9-7-8 1-g-t>T 8-7-2 L, HL TO PH:i--0-9 R. HL TO PE :(3-8-9 LEFT HEIGHT -2-4-4 SPAN:9-7-8 R ISE:2--6--5 RIGHT HEIGHT:i--i-2 LOADING- (PSF- -- -- MAX STRESSES - - `- - MINIMUM GRADE OF LUMBER- _ L TOP 3-4=0 . 256 TOP CHORD: 2*4 No- 1 DF-L TOP 25 12 BUTT 6-7=0 . 271 BOT CHORD:2*4 No. 1 DF-L BOTT 0 8 DEFL. < L/240 WEBS :2*4 STANDARD DF-L STR.INC. : LUMB = 1. 15 PLATE = 1. 15 SPACING : 24 .0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 pLATES ARE BOW-20 HOLDING-240 TENSION-359 SHEAR-242 MANUFACPURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E{CEPT AS SHOWN) PLATE MUST RE INSTALLED ON ROTE FACES OF JOINTS, symmETRICAL Y(EXCEPT AS SROWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND U15C,TPI-85 TE25 DESIGN IS FOR TRUSS FABRICATION ONLY-MR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REW)CONSULT BLDG ARCHITECT OR ENGINEER. 1 1 -==««A.C.E.S Version 5 . 6»»=========[ 366228 ]====--===««A( ION` BUSS»»=== Customer BROCI{AMP - Wed Mur e6 09:04 :53 1991 Project : 7300C Truss ID : T02H Family 1.0] Span 7-7-8 Quantity : 2 Top Pitch 2 . /12 ------------------- ---------------------- ----------------- REACTIONS - SI^E APPROVED FOR DEKAX OF FLORIDA INC. 1--331 3.13 u _r 4--331 3.13 1�[3�p PROFFs\ M4oo 9 s OflEGON .................... - -3 1 UX4 4 3X4 7-7-8 7-7-8 ~� R. Hl. TO PH :"?-f3--12 LEFT HEIGHT:2-4-6 SPAN:7-7-8 AISE:2-4-6 RIGHT HEIGHT:1-1-2 LOADING L(PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER D TOP 2-3=0 . 860 TOP CHORD:2*4 No. l DF-L 0 TT 25 18 BOTT 4-1=0 . 184 BOT CHORD: 2*4 No. 1 DF-L 3 �7 ----_------------------ DEFL. < L/240 WEBS : 2*4 STANDARD DF-L STR- ------------------ INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24 . 0 in. o. c . REPETITIVE STRESSES USED NO. OF MEMBERS = I PLATES AAE BEMAX-20 BOL INC-240 TENSION-359 SHEAR-242 MANUFA^I'URED FROM A_g7H A 446 CRD A GALVANIZED S=.j,(FXCEPT AS SHOWN) PLATE MUST OF INSTALLED ON BOTH FACES OF JOINTS, SYMtgTRICALLY(F-XCEPT As SHOwN)DrS]r,N CONFORMS WITH NDS DESIGN SPECS AND UBC,NDS-06 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND rEMpORAP.Y RRACING(W},ICH IS ALWAYS REQD)CONSULT LLUG ARCHITECT OR ENGINEER. Vor sdv� 366229 Mori Pler I.I. 09--�E?:41 1991 bl�`OCKAMF' Tross ID : TO") Family : S-)ecial Proiect #i 7300C Stan : 244Quantity : 2 Too Pitct : 1-415/1? 5-8 1.416/12'. TOP CHOR) PWON t4o" HIS Pf."CTIW - SIZE 1-2-131, 9-10- 14625 3-1:41411 3.00 PR", 2-3: 0 10.11- "'aP 3-13- 2jas IDA INC. 11-1is 1147 4-13-1122 111,7(, A-12: 625 MENMET Y 'IT T S-b= 115112 113-1, e778 5-122 844 REG. ENG. 6-7--16416 5-11-- 3703 7-8: 0 6-11:-1514 STATE OF OREQU 1.10: 631 A[ 7-10: 2339 3-8-4 17-5-12 20-2-13 24-3-11 11-0 3-8-4 2-4-1 5-1-9 5-3-14 '2-9-1 4-0-14 4X5 BX6 4X5 2 dKto 13 12 it 1.0 9 toxic ry (18 CA) -Cup 19-2--6 :4-3-i1 t-5- 14-8 15 5 2 4-10-13 4-6-6 5-1-5 In 4, L mit 0 PX 12-2-2 HL To LEFT HEICHT : 1-1-'21 fS P A 4 2,- R'ISE:2-6-5, RIGHT HE I GH T 1-1`2 ST;N� Npf"c 0 4 D I Nv' FANE.IPLF) rNNTSILK� 71 1-1-1t TI-1 Pr 74,1� 1-;�_-- CHIPP11: 11 1 ,- - 17; .1 1 fO WEft: 7-' PC-. '4h1 lo.'. * 14 2 FFAFIS Wirt, Uld 4411.1 17 i ft. 1., RAIZ J, 14S*,ALLFD C� PC-IN 4CU U JIWIF. V U 4 Nis ;ESIGN is top l4s; rAWW 411"UN .I.ro; IEPPANEV ON; TUIC34,01 1; iml N I, .Q Sup �Qc 1rvy / F01 �N 901 / 90 - - 601 TO R` 4 ==<<<<A.C.E,S Version 5.6>>>>=========[ 366199 ]== =====<<<<ACTIONTRUSS>>>>=== Customer : BROCKAMP Tue Mar 05 18:04: 12 1991 Project #: 7300A Truss ID : T01 family # : 314 Span 24-0 Quantity : 4 Top Pitch : 8 ./12 _-__-__--==__-___=__--_ TOP M-)RD Bor1O11 CHORD WEDS REACTIONS - SIZZ APPROVED FOR BV4AX A INC. 1-2--2530 6-7- 2045 2-9- 1031 1--1659 5.50 2-3--2045 7-8- 3436 3-9--1542 6--1659 5.50 3-4--3515 8-9- 3437 3-e- 124 ENGIN 4-5--2045 9-1- 294,5 4-8- 124 s-6--251e 4-7--154a 13.804 9i 5-7- 1031 K i�.�r al 'Illy �9�fT 9-8-15 14-3-1 29-0 i 4- 0-6 4-FA 5-8-15 4-6-3 5-8-15 4-9 4X4 4X5 4X5 4X4 2 10 4 5 3X5 3Y,5 9 8 7 4X5 4X5 4X5 4-0 . f � 12--4, -�_ 28-8 - + 24=0_� 4-0 8-9 8-9 4--0 . HL TO PX:4-9-ii A. HL TO PK :4-9-11 XFT HEIGHT:0--4--7 SPAM:24-0 F ISE:3-6-7 RIGHT HEIGHT:9--4-7 OA.)ING (PSF1 MAX STRESFES MINIMUM-Gn4.DE OF LUMBER�- OP 25 12 BDTT 8-9=0 .458 BOT CHORD: 2*4 No. 1 DF-L BOTT 0 8 DEFL.c L%360 WEBS : 2 `4 STANDARD DF-L STR. INC. : LUMB = 1 . 15 PLa-STE = 1 . 15 SPACING 24 . 0 in. o. c . REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LIAI.ING STR£9.9 INC)<KASE I.OAIIINC PANE:,(PLF) / J01NTS(LBS) LIMBER PLATS TYPE 1 1.15 1.15 UNIFORM 1- 2- 74 2- 5- 111 5- 6- 74 6- 7- 16 7- 9- 24 4•- 16 CONCEN'RATED 7- 240 9- 240 • 2 IM4RMS NAILED 1[)MMRER W/16d NAILS 12 in. o.c. or 10d RAILS, 10 in. o.c. (CHORD AND WEBS) •` F:.).7'F9 ARF. BF?1A' -20 1OLDING-140 TENSION-359 aREAR-242 MANTTFACTVRPD PPL)M A.9TM A 446 CAD A GAI.VANI7MID87'EEL(EXCEFT AS SRO") TLATE MST BE IF.KALLED ON BOTH FACES CSF JOTNTS, NYHMF'IRICAI.LY(EXCEP-..' AS 88CMN)D&SIGN CORPORTi9 WITS NDS DESIGN SPECS AMT UBC,TPI-P5 :IS DESIGN IS Pi Bt MISS FABRICATION ORLY.PLi1 PEWANFYT AND TFlTCRARY RRACING(WBICB IS ALWAYS RFQT,)CJN^VI.T BLDG ARCBTTFLT OR FNGINEER. =_««A-C.E.S Version 5 . 6»»=====—=f 366200 ]=sem======««ACTT_O.lTTRUSS>>>• === Customer BROCRAMP Tue Mar 05 8:04:42 1991 Project #: 7300A Truss ID y : 314 Span 24-0 --Quantity i 203 _ T_opiPi_tc_h :_8./12 --------------------__=__=_____--------- --___---- --------------- REAC.TIONG SIZE --------"PROM POR HEMA% OP A INC. Tt]i- CIiT1ItD BUTTON C9ORD WEBS ------------ 1-2--1385 5-7, 1131 2-8- 94 1--1059 5.50 � np���n� 2-3--1528 F-7. 1131 2-7- 480 5--1054 5.50 3-4--1528 7-8- 1.131 3-7--444 4-5--1385 8-1- 1131 4-7- 480 4-6- 94 1J.B W s Op, QN 1 \ fp �0 �- �FyMf 6 6-0 -6 6-0 6-9 6-0 6-0 --� � 4X8 2X3 4X8 2 3 4 3i5 3X5 5 8 7 6 2X3 3X7 2X3 6-0 6-Q --T_ 18_4! _,+ 24-9 -(3 6-�B �-� 6-0 6-e S-t3 HT, TO PK:? .,) R. HL TO FR :7-2- 9 T HEIGHT:8--4 SFAiH:24-8 AISE:4-4-7 RIGHT HEIGHT:8-4-7 OADINGI (PSF) MAX STRE 3SES ====MINIMU!4 GRADE OF LUMBER D TOP 2- 3=0 - 717 TOP "HORD:2*4 No. 1 DF-I. OP205 12 BOT- 6-7=0 . 3: 0 BOT CHORD: 2*4 No. 1 DF-I, OTT llL EF . < T,/360 WEBS : 2x4 STAND7RD DF-L TR. INC. : .,UMB = 1 . ,5 PLATE = 1 . 3.5 SPACING : 24 . 0 in. c . c . PETITIVE STRESSES USED NO. OF MEMBERS = 1 LAM'; ARE BEMAX-20 BOLDI4G-230 T"SION-359 SHFAR-242 MANUFACTUPED F" A.RTM A 446 GI.D A GALV'ANIM BTTEL(EXMpf AS SHOWN) LATE 93ST BE IFOR ULEDTRUSS Cl. BOTHRIO FAM OF JOINTS, SYMMETT�ICALLY(EXCEf-T AS SHOWN)DESIGN CONFORMS WITS p+JS DESIGN SPECS AND UBc,TPI•.85 IS DB9IGN IB PCBs TRllSS PABRIGI'ION ONLY.FOR PERMANENT AND TWTORAAY MNAI:NG(MTIICH IS ALWAYS REQD)CONSULT BLDG ARCn]ITEC7 GIP. P.NUINMR. Versioa 5 .6>>>>=========[ 366201 ]=lvw======«<:ACTIONTRUSS»»=== Custon,er. BROCKAMP Tue Mar 05 18:05211 1991 Project #. 7300A Truss ID : T04 Family # : 31 Span 24-0 Quantity : 2 - Top-Pitch : 8. 12 TOP C130RD , BOTTOM C13C'Rr 612E APPR0VrD TCR BDQA' OF rAORIDA INC. 1-2--1167 7-8- 1190 2 "-•207 1--1059 5.50 2-;--1229 8-9- 1120 3-1 391 7--1059 5.50 3-1--1/19 9-1- 11.' 1-9--:B1 4-5--1/19 4-0--181 � 5-6--1229 5-6- 391 13.H04 091` 6-7--1167 6-6--2/7OR aGONe8-8 12-8 16-8 __ 2e-N 2 4-0 4-8 4-8 4­10 4-8 4-P 4X4 3X4 4N4 3 4 2X3 �`'� 2)%-J 2 6 3X5 ' • 3X5 1 `�`` , 7 9 8 3X7 3X7 E 8-8 - 16-0� 24"-CA —I r 8-8 8-8 8 -8 HE TO PK:9-7-6 R. HL TO PK :9-7-6 :.EFT HEIGHT:0-4-7 SPAN:24--O P I SE:5--8-7 RIGHT HEIGHT:c-4-? ;GOADING (PSFA MAX STRESSES -- - MINTMUM-GRADE OF LUMBP.•? L TOP 1-2=0 . 377 TOP CHORD:2*4 No- 1 DF-L POP 25 12 BOTT 7-8=0 . 396 BOT CHORD: 2*4 No- 1 DF-L 30TT 0 8 DEFL.< L/360 WEBS :2*4 STANDARD DF-I, 3TR. INC. :-LUMB = 1 . 15 PLATE = 1 . 15------------SPACING MEM24 . 0BFRS in. o. c . 4EPETITIVE STRESSES USED NO. OF ,LATPS ARE BEMAX-20 HOLDINC-240 TENSION-359 SMP-24.7 MANUFACTURPr FROM ASTM A 14G CRD A GALVANIZED HTEEL(EX CEET AS SEWN) 'LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, BYMNS'I'RICALLY(F.XCE'PT AS SF"^)DESIGN CONFORMS WTT9 NDS DESIGN SPECS AND UBC,TPI-05 BIS DESIGN 16 FOR TRUSS FABRICATION ONLY-FOR PEft'"ENT AND TFWQRARY BRACINC(WHICH IS ALWAYS RhQD)CCIESULT BLDG ARCHITECT OR F.NGINEFR. I==««A.C.E.S Version 5.6>>>>=========[ 366202 ]=========««ACTIONTRUSS»»=== Customer BROCKAMP Tue Mar 05 18:05:40 1991 Project #: 7300A Truss ID T05 Fc,Tnily # : 314 :pan 24-0 Quantity : 2 Top Pitch : 8. /12 TOP MORD BOTTOM CBORD WEBS iMAC:'IONS - SIZE APPROVED FOR BEKhX OF FI.ORIDA INC. 1-2--7391 6-7- 1135 2-8--286 1--lp�9 5.50 2-3--1082 7-8- 697 3-8- 271 6-1059 5.50 3-4--397 S-1- 1135 3-7- 8 /-5--1882 4-7. 271 G1Nt J/G 5-6--1391 5-7--256 f'9 13, 04 � e °1 17.x' , 0�-6 5-0 10-0 14-0 19-0 24- 1- 5-0 5-0 4-0 5-0 5-0 11X6 4X4 3 4 2X3 2K3 2 5 axe !!! 3 Is 1 6 rift- 6 7 3X4 3X7 19-0 14-0 24-0 10-0 4-0 10-0� . HL TO PK:12-0-4 R. HL TO PH :12-0-4 EFT HEIGHT:0-4-7 SPAN:7.4—P, RISE:7--0-7 RIGHT HEIGHT:0-4-7 AADI?IG (PSF) MAX STRESSES MIb.IMUM GRADE OF LUMBER L ll TOP 1-2-0 . 476 TOP CHORD: 2*4 No. 1 nF-L OP 25 32 BOTT 6-7=0 .435 BUT CHORD:2*4 No. 1 .,F--L OTT 0 9 OEFL.< L/360 WEBS :2*4 STANDARD DF-I, TR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24 . 0 in. o. C. PETITIVE STRESSES USED NO. OF MEMPERS = I 'CES ARE BEMAX-2P BOLDING-240 TE4SION-3, BHTAR-242 MANUr ACR1JAED FROM A91l7 A 446 GRD A GALVANIZED STEEw rxcET r AS BEI.WN) TF. MUST BE IhSTAI.LFD ON BOTS PACES OF JO.'NfS, SYM EM CALLY(EXCEPT AS BROWN{DF-,IGN CONFORMS WITH NDS DESIGN SPECS AND =,TPI-85 IS DESIGN I8 Fl3F. TRUSS FABRICATION ONI.Y.POR PERMANENT An 1RMPaRARY BRACING(WRI-H 18 ALWAYS REQD)CONSULT BLDG ARCHITECT OA ENGINEER. LAIM 6 =,««A.C.E.S Version 5.6>>>>=========[ 36 62.03 ]=_=_====-««ACTIONTR.USS»»=== Customer : BROCKAMP Tue Mar 05 18:06 :09 1.991 Project # : 7300A Tniss ID : T02 Family # : 104 Top - Span 24... E _ ------==QuantityPitch-s /12 -8 ==== REACTIOP3 - SIZE APPWM) FOR B04d( OF FLORIDA INC. TOP MFO . BCTTOM CPORD WEBS ���� PRO, f� 1--2--1336 5-6- 1054 2-7--337 1�-1059 5.50 2-3--10296-7- 771 3-7- 359 5-2059 5.50 3-4--1029 7-1- 1994 3-6's 359 4-5--1316 4-6--337 s OREGON 1 7Y�� ? 12-8 18--8 24-8 _ 6 6~0 6-0 6-16 6-93 4X4 3 2X3 � 2X3 2 4 3;(5 3X5 5 1 ._.. 7 6 3X4 3)(4 18-0_3 13-11-13 24-0 - ] 18-8-3 �- 3-1.1-9 18-8-3 L. HL TO PK:14--5-.1 1R. HL TO PE :14-5-1 LEFT HEIG}!r:0-4-7 SPAN:24-0 AISE:8-4-7 ]RIGHT HEIGHT:0- 4-7 ==(PSF) - MAX -==MINIMUM GRADE OF LUMB13R LOADING --- L, D TOP 1-2=0 . 603 TOP CHORD: 2*4 No. l DF-L TOP 25 12 BOTT 7-1=0 .430 WEBSCHORD: 2*4 NoSTANi.�I-LDF-L BOTT 0 8 DEFL.< L/360 STR. INC. :-LUMP - 1 . 15 PLATE =-1 . 15SPACING 24 . 0-in. o. c . REPETITIVE STRESSES USED NO. OF MEMBERS = 1 P:K-ms ARP. BEMAX-2C HOLDING-240 TENSION-359 BHFJIR-242 MAN'JFACTUAED FROM ASTM A 446 CRU A GALVANIZED 8Z'M(EXL--FPT AS 'MM) PIXIE MUST BE INSTALLED ON BOTS FACTS OF JOINTS, SYMM TRICALLY(EXCEPT AS SHOWN)DE92Cy CONFORMS WITH NDS DESIGN SPECS A!D UBC,TPI-BS nIS DESIGN I6 FOR TRUSS FABRICATION ONLY-FOR PERMANENT ANP TEMPORARY BRACING(WHICH IS ALWAYS REQO)CONSULT BLDG ARCR=-CT OR HNGINEER. MUM r 1 1 g 33"55'11" W 1 353.59' FOm.17 JI<t 1 i TAtT� 1 \\ 1 1 , 3 33'55'11" W T 1 ?OF�,JiL �FJG ��E7-f3tiGK LIIJE i Q A rnn 1 I - / w /fit jr- ya 4/0s 0 ---- — - -� - -- - - - fac."e,e, 10. h 1 4111, �.vt �?is. .�- -c.0 -�'-r-'��'t`-�'-�7 ...C.r�y,.�1..�� �� Gym� _-�-�-�9:�-2-Q.�.p."o�►