The URL can be used to link to this page

Home My WebLink About140 Del Guzzi Dr - BuildingPREPARED 1/27/09 8 31 18 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/27/09 ADDRESS 140 DEL GUZZI DR SUBDIV TENANT NBR WESTERN INNS CONTRACTOR PHONE OWNER TODD E MCCLASKEY JR TTE PHONE (360) 699 4013 PARCEL 06 30 12 3 4 9030 0000 APPL NUMBER 06 00000235 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 1/27/09 J L BLDG FINAL 4 January 26 2009 5 11 45 PM 1pangrle SUE ROBERDS BLDG FINAL COMMENTS AND NOTES Application Number 06 00000235 Application pin number 731690 Property Address 140 DEL GUZZI DR ASSESSOR PARCEL NUMBER 06 30 12 3 4 9030 0000 Tenant nbr name WESTERN INNS Application type description COMM REMODEL Subdivision Name Property Use Property Zoning Application valuation 300000 Application desc EXTERIOR FACADE WORK Owner Contractor TODD E MCCLASKEY JR TTE 656 OFFICERS ROW VANCOUVER WA 986613836 Structure Information 000 000 Construction Type ZZTYPE V NON RATED Occupancy Type ZZHOTELS APARTMENTS Permit BUILDING PERMIT COMMERCIAL Additional desc WESTERN INNS Permit pin number 73932 Permit Fee 2140 25 Plan Check Fee 1391 16 Issue Date 5/23/06 Valuation 300000 Expiration Date 11/19/06 Qty Unit Charge Per Extension BASE FEE 1020 25 200 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 1120 00 Permit B C. PERMIT COMMERCIAL Additional desc RENEW EXPIRED PERMIT Permit pin number 135251 Permit Fee 1070 13 Plan Check Fee 00 Issue Date 10/15/08 Valuation 300000 Expiration Date 4/13/09 Qty Unit Charge Per Special Notes and Comments The Fire Department has reviewed the project application and has no comments 03/21/2006 03 46 PM SROBERDS The proposal is a new facade and does not result in increased lot coverage or floor area The facade may NOT exceed 35 average grade of the building footprint No other land use issues are anticipated as a result of the remodel Electrical load calculations and elctrical permits are Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction n k fr-k Date Print Name Signature of Contractor or Authorizd'd Agent Signature of Owner (if owner is builder) T.Forms /Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 BASE FEE OWNER Date 10/15/08 Extension 1070 13 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace Ducts Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping RESIDENTIAL Electrical 417 -4735 Construction R.W PW Engineering 417 -4807 Fire Planning Building T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4807 Backflow Prevention Inspections 417 4886 417 -4653 I 417 -4750 I 417 -4815 I Date Accepted By FINAL Date: SEPA. ESA. SHORELINE. Construction R.W PW Engineering I Fire I Planning I Building Comments FINAL Date: Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE DATE Accepted By Commercial Date Accepted By I Electrical I Accepted by' Application Number Application pin number T.Forms /Building Division>/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 32] EAST 5TH STREET PORT ANGELES, WA 98362 06 00000235 731690 Special Notes and Comments required Public Works Utility Engineering has no requirements for this plan review Page 2 Date 10/15/08 Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 3210 38 3210 38 00 00 Plan Check Total 1391 16 1391 16 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 4606 04 4606 04 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS O Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4807 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date: Accepted by AIR SEAL. Walls Ceiling FRAMING Joists Girders Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace Ducts Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts I FINAL Date: Accepted by MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE RESIDENTIAL DATE Accepted By Commercial Date Accepted By Electrical 417 -4735 I I I Electrical I I Construction R.W Construction R:W PW Engineering 417 -4807 PW Engineering Fire 417 -4653 I I I Fire I I Planning 417 -4750 I I 'Planning I I Building 417 -4815 I I I Building 1 01-2 1 O 31-/. T Forms /Building Division /Building Permit Comments O t L. Application Inquiry .SVNOARD'POBLIC SECTOR HTE Navlb Application 06. 000007 4 Bonds 1 tJ Contractor escrow :Fee I Global balance dui Inspection history f, Miscellaneous info is El Names Ed Permits al Plan tracking 110 Receipts II Square footage cal 5 Structures Valuation calculath II III Print '4 Cancel x Er it 4 Refresh Land Inquiry oonumente Property Information Address Location ID' Owner name ASSESSOR PARCEL NUMBER; ALTERNATE ID: Contractor Intormetion Contractor Name Contractor Number' Type Status Contractor Requirements r x,..- PLAN CHECK FEES IIPERMIT FEES_ 'PERMIT FEES (STATE' SURCHARGE 'Totals 140 DEL OJZZI DR PORT ANGELES, WA 98362 105174 TODD E MCCLASKEY JR TTE 06 -30 -12 3 -4- 9030 -0000- 063012349030 OWNER Doc Number 391 16 2140.25 1070 13 4.50 4606 04 (4I Application Information Application desc Application status Status Date Application type Application date Tenant name /numbe• Outetending Inspections Insp ID Type a, BLDG FOUNDATION BLDG POST /COLUM q BLDG FRAMING 00 00 1070 13 ,.00 1070 13 e EXPIRED 11/19/06 PERMIT ISSUED 9/24/2008 COMM REMODEL 3/1.,/2006 WESTERN INNS PERMIT REN r Schedule Confirmatior Date Number 00 000000 BPC 00 .00 1000000 BPC 00 00 1000000 BPC 01 .00 f 00 II to Desrri Ition Tr'ansactl on amount Amount due Amount trilled SIrucct Permit Iris to 1 Application Inquiry $UNOARD'PUC.IC SECTOR IITF Na .L. Application 06. 00000: 0 Bonds ED Contractor escrow Fees Global balance du GO Inspection history m Miscellaneous info ED Names a] Permits (D Plan tracking Receipts Square footage cal El Structures El Valuation calculate Ill. Print Cancel Exit r Refresh Land Inquiry Documents 4 e Property Information Address Location ID Owner name ASSESSOR PARCEL NUMBER. ALTERNATE ID: 14 r Contractor Information Contractor Name Contractor Number' Type Status Contractor Requirements r 140 DEL GUZZI DR PORT ANGELES, WA 98362 105174 TODD E MCCLASKEY JR TTE 06-30-12-3-4-9030.0000 063012349030 OWNER Doc Number Receiitdate Recei.[time Number Cashier Payment ly re Received Paid with credit Remai ;T-7— el 7 5/23/06 10;15/09 0050250 SEDGINGT 0108430 ISCORDERY ti 101 Application Information Application desc Application status Status Date Application type Application date Tenant name /number Valuation Outstanding Inspections Insp ID Type 0 BLDG G, BLDG BLDG CR OP 6 Toted I. FOUNDATION POST /COLUM FRAMING 3535 91 1070 13 4606 04 g EXTERIOR FACADE WORK PERMIT ISSUED 10/15/2008 COMM, REMODEL 3/13/2006 WESTERN INNS 300000 00 .00 .00 wr I Schedule Confirmation Date Number 1 1 =1 ■11 O II u■' L ell Ia INN 1.1 'altr: is NEMBii IRMA ■Ur1. 11 1. ■I.1 u1 UU /1.81■ ■I.� MIAMI ■urn a 1.11.1 1 I... I'v II.B'.1. 11.11.11 1■14.I..T. ■1 ■.Irt 1 1111 l IIIIIMMIE 1.11.1 1111111111N •011•111111, IT 1...'. ■I■ ■I■ U..' -.l ■I■ it 1.11 Ii UL El iot= I"' I.t... IJ.0 I 11.. I .nm 111.8 JI NI /oral 11 /r■■ Ir1 /1 t \-i •i��i 111.11 �..I �Illllllllllllllll' I ";.Tplhl.11lllilllllllJi�;.._ i�lIiliIlll•l ■I ■ill�iUi•iUiRi 1 L'aiiii�■i• U•ITiil UI UT�i /1/ 1811■.■ r1■ 1rl. UI. 1. 1. 1 /1.1 /lu.■I.lu ■I.■■1.1 ■1.1/11 M I.1al /lurltl /1 ■1.1.1/1 ■Irl .I ■I..1/1.1■I.I/lu ■I.IP 1 1 1 1 1 ■■11 ■la a t a t t t ■la alt ■11 ■la ■ala ■la■ tit■ tlt ■Ia■tr1 ■IU.Ia ■tltltltl ■It ■tla■ tit ■tlt ■.It ■IP ■Ia■tla■tlt ■flag' ■1181 181118 ■1181 11 1 1 1 1\ I r l r 1 rnlrnlrnlrulrnlrnlrulrululrnlrNrulrnlrnlrn /\nlrurru /81118 ■Ilr ■In �/un.nuum.n ■uuunuu u.lmrunulnmuol..u.um I ru uunm u mo mnum■n uu.. mnnun.n.■uwunnnln molt■u■nla■nt...nr■nnm■ua m utnnnnnn ntnrn.■u■■- i 7r1r111rI1I11■r ■IIr111r 11IrIllrll I 1/ 81118111 \II /rI11r11Ir■I/r■■Irrll\III r11rr111r ■Ur 1118111 \■■18/11 \■r 1111. Irl■ 1/1u. 1. 1. 1■ 1■ 1■ 1■ I. 1.. Llmlu■ t ■1/1■1.1.n1■Irl.l.rt.I ■I..LLI.I u u I s l ■1■ s,",,..V' ula■Zlanl.nnuuunnl u l nt1 t.n.nr nnuunn■rnunt lal. ault ■tn a n n■tIa 1t.• IL1 it S IIVAI Ynll■ ulrnlrnlrgQingbryolr •_/5III�■uCUgn.r■Ilr._Ir••!Y �lal t I■ ■1■1 ■Itl■1■Iflal /1 ■1■I■ ■I■I /I■ 111■ Iai■ 1 /1 ■1 ■Ia1 /i ■1 /Itl /1811 ■1.11.1 ■1.1■ ■Ylu ■1 I P 11 �It ■.1 ■tl ■U1� /11 ■UI ■■1 alt■■ 1■■■ 11U1a■ a111aI .Ul ■11 ■■I ■■I ■tl ■uaI ■11 ■alt ■I/ srl\11 1 118.1 1 r111r111rt llrglrillr.Ilr. 118 .Ilr.11rr1r11 /\.■rUlr.11rtllrrl t, VIIr.11rt11r.11r111r.11 (1I �pl Ia latllal■ Itt■ Itl■ lal■ Itl■ Ial■ ItI /I.I /Ia1 ■Itt■ItI/Itl /It1 /Ial /1.1/1.1 /ItI ■lu /lualtl/ iItl /1 111IUp /lu/ ■r wn.uru.nol.nr man Inunnnn■ ii■ uiaUlunn■ S■ VI ■!aniannnnnnti.Iautaulun.i.ti■ 10•11•1111111111111•1111•1111•11111••1011 en. �I� u\nrnolrn\nrnrn\n\■r 1 1= ��uo■- >el,�anr■ -_y�y_�9 sums. f II &URGED NOHIH ELEVATION SCSI NORTH ELEVATION ELKIN'S fCq f. MICR\. lid Ito ek'lid &Ilrr. ail I.. 1 a:r5174 Wrote. %cc,c i III .nn RS OS re, 60 OK CO. WK. W1SIEiN INS NC d W.rN{/m YIN SE Tod, Ceder Roo Y.rnew W. WW1 EEST W7$IERI OLRMIC LODGE 1Q DM Owl DM. Port Angeles WA SAM ELEVATIONS aortas 14... A2.1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 06 00000235 Application pin number 731690 Property Address 140 DEL GUZZI DR ASSESSOR PARCEL NUMBER 06 30 12 3 4 9030 0000 Tenant nbr name WESTERN INNS Application type description COMM REMODEL Subdivision Name Property Use Property Zoning Application valuation 300000 Owner Contractor TODD E MCCLASKEY JR TTE OWNER 656 OFFICERS ROW VANCOUVER WA 986613836 Construction Type Occupancy Type Structure Information 000 000 TYPE V NON RATED HOTELS APARTMENTS Permit BUILDING PERMIT COMMERCIAL Additional desc WESTERN INNS Permit pin number 73932 Permit Fee 2140 25 Plan Check Fee 1391 16 Issue Date Valuation 300000 Expiration Date 11/19/06 Qty Unit Charge Per Extension BASE FEE 1020 25 200 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 1120 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 03/21/2006 03 46 PM SROBERDS The proposal is a new facade and does not result in increased lot coverage or floor area The facade may NOT exceed 35 average grade of the building footprint No other land use issues are anticipated as a result of the remodel Electrical load calculations and elctrical permits are required Public Works Utility Engineering has no requirements for this plan review Other Fees Fee summary STATE SURCHARGE Charged Paid Credited Date 5/23/06 Due 4 50 Permit Fee Total 2140 25 2140 25 00 00 Plan Check Total 1391 16 1391 16 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 3535 91 3535 91 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. s1366 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER "�`t° AIR SEAL t WALLS I CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT T n- no 1 ti, ;t,l;no nrrmit insnection record05.wpd II/4/2005] BUILDING PERMIT INSPECTION RECORD YES I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NO FINAL FINAL SEPA. ESA. SHORELINE: 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW PW/ CONSTRUCTION RW ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT I PLANNING DEPT 417 -4750 I I I 1 PLANNING DEPT I BUILDING 417 -4815 I I I I BUILDING I DATE ACCEPTED BY. DATE ACCEPTED BY. FINAL. INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO J 11000 NE 33rd Place, Suite 101 Bellevue, WA 98004 -1459 425.827.3252 phone 425.889.9174 fax e -mail info@spc- architects.com 4 I B S TE\/ENJ P E LK N; g RC#ITECTS C PS 'TO- City of Port Angeles ATTN Jim Lierly, Building Inspector Ph. 360- 417 -4816 FAX. 360- 417 -4711 SUBJECT I-IEREWITI -I: FOR YOUR. Copies: Hi Jim, Thank you. By Monique Boswell X PRINTS ORIGINALS DISK IN FORMATION AS REQU /ESTED USE Date: Description. 1 3/9/2006 Sheet A4 1 Revised DATE. SAMPLES SUBMI'iTALS X OTHER X APPROVAL REVIEW /COMMENT RETURN AFTER LOAN TRANSMIT 3/24/2006 PROJECT Best Western Olympic Lodge LOCATION Port Angeles, WA FROM. Monique Boswell X ATTACHED UNDER SEPARA I COVER DOCUMENTS ESTIMATE CONSTRUCTION 3/2006 Structural Engineer Coversheet with Stamp and Calculation Notes Here is the revised information as requested. Please call me with any questions or comments Copy Steve Elkins, Sunil AL RECEIVED MAR 2 9 2006 CITY OF PORT ANGELES BUILDING DIVISION P• \0780 -2005 BertWesternOlympicLodgePortAngeles -WA \Correspondence \buzlding department \Transmittal for Permit Reviston.doc MAR 24 -2006 03 25 PM GOEDEKE a H am STRUCTURAL CALCULATIONS for MANSARD WIND LOADS OLYMPIC LODGE 140 DEL GUZZI DRIVE PORT ANGELES, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98008 -5805 Phone (425) 644 -5899 Fax (426) 401 -1250 C. Gregg Goedeke, P.E. Structural Engineer 425 401 1250 RECEIVE MAR 2 9 2006 CITY O OF ANGELES 'EXPIRES 10128/ 1OO6 P 01 MAR-24-2006 03 26 PM GOEDEKE a Goedeke Engineering Bellevue, WA (425) 844-5899 q i4AAs..,6&ti W4 _13's tiS (4E44) 17 k 4(4 --rfs 0110(1 3$ Z t' LP 4.44.41.44F- lb -i---- i i Job: 0(3144 Levi Date: Mele li)0(0 Page/of 425 401 1250 .r. tAmi!tsofip 64-it 6 .!.441-"etc_ot 1 4 v 4 '(3 1 relell` 3 1 .7-• *us 3145., ka. c2. 66_ 4!. i -6; erak- P 02 DHL. Prepare a shipment: Print waybill co 2 F u) r 1 Please fold or cut_in.half O 0 Et 2. flt I 0 W 0 w o CO 75 w I. CO 0) o a av MI 1 CO L Nml DO NOT PHOTOCOPY Using a photocopy could delay the delivery of your package and will result in additional shipping charge For Tracking please go to www.dhl usa.com or call 1- 800 225 -5345 Thank you for shipping with DHL Create new shipment View pending shipments Print waybill im RNE,CEIV,Eto FEB 2006 ATY OF PT BUILDIIN RECEIVED MAR 14 2006 CITY OF PORT ANGELES BUILDING DIVISION Page 1 of 1 rn Os s 0 https. /corporateship.dhl -usa. com /shipmentdocuments/labeldoc.asp 3/13/2006 11000 NE 33rd Place, Suite 101 Bellevue, WA 98004 -1459 425.827.3252 phone 425.889.9174 fax e -mail: info @spe- architects.com TO• CA 1 j P.f-f" 1C 8.- €.3 ATTN D A) t o YA6.3" c> --t U SUBJECT ?ele_t-kt T Q s HEREWITH. FOR YOUR. Copies: Date: 01t B 4 I STEv'ENJ P E lKl to RC+IITECTS NJC Pc PRINTS ORIGINALS DISK INFORMATION AS REQUESTED USE TRANSMITTAL DATE. On. 0 PROJECT e 'lkeb 6 N' LOCATION P� Arc -(E. c-e •s FROM. 30040.- O SAMPLES SUBMITTALS OTHER APPROVAL REVIEW /COMMENT RETURN AFTER LOAN Copy ATTACHED UNDER SEPARATE COVER DOCUMENTS ESTIMATE CONSTRUCTION Description: S J6s-r 7 tom y t- Q S'� T It"'• Ai (am. -J■ser) SvcAgrS t lN.5 VTtk S� t 0c-e-g> RECEIV t1ARR 14 2006 CITY UILDING DIVISION ES Transmittal Hand Wiite.da Credit Card Holder Name: Billing Address: Credit Card Type VISA MC No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 Contractor State License Address. City- PROJECT ADDRESS 140 y17-P7 (r I/11-1i I LEGAL DESCRIPTION Lot: 4 Block: Subdivision. CLALLAM COUNTY PARCEL NUMBER. D (s-`t-" t t'. ESA/Wetland(s): Yes No SEPA Checklist required? Yes No Other T pplican Proposed Sq. Ft. Exp FOR Rec. '?7 K 2 O}V�LY. Date Rec. /t Permit #•moo 23 )ate Approved: Date Issued: Phone: Zip. X ZONING C./4 TOTAL Sq. Ft. ✓J Applicant or Agent: 1'4 te'o t Y Phone: (otO (Ogg 401 x )U •1 Owner• 'Pi t rC I 11* I a&WICl Yi a 4 6M Phone: (f1 'b Address. _CCLO grit l l �ity• ll I Cl�' 2'O (1 V t Architect/Engineer &f j �I Phone: 4 b'2 1 G 4k r P67 68 TYPE OF WORK. SIZENALUATION Residential New Constr Re -roof Stove SF /SF Multi- family Addition Move Garage SF /SF X Commercial AC Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION 'i3l%oj O e, 1 BRIEF DESCRIPTION OF THE PROJECT 0,4. .•e.-/ F ell 6-rl%M' 0E g t'4 v/)‹ 40 i FA )c 1 /Lk jL oi? go t I ^p G6 V Cei tc ?"l ri.6) l, lib 177-1 Gu L �7't ete n r. !irk xis .v' aft i 14444S mar) l7 i t d ,LA- MAN ,1 4,1112C 1 NEL J C e G4 t P COMMERCIAL/RESIDENTIAL. Occupancy Grdup• Occupant Load. Construction Type: e7ele- g I•W I f.A "AY F i at .e APPROVALS: PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be centered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. Date: D 0 3 4(420itto, e41.4 1420A e i�.5 tk-s.,a4ts L cos l s or-t 312-9 !v G MAR-02-2006 02 22 PM GOEDEKE STRUCTURAL CALCULATIONS for MANSARD WIND LOADS OLYMPIC LODGE 140 DEL GUZZI DRIVE PORT ANGELES, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006.5805 Phone (426) 844 -5899 Fax (425) 401 -1250 C. Gregg Goedeke, P.E. Structural Engineer 425 401 1250 P 02 MAR-02-2006 02 23 PM GOEDEKE Goedeke Engineering Bellevue, WA (425) 644-5599 Moksewci #r4t.kAil t ‘i Wckt44._Lnttet zzq r$D Attirs 1.5.9 )(4.5L40.2= p' Ot''' 111/4■W Sipe& .0! Job: 0(644 LogA Date: Mae leo& Page/of I/ I porammer er 425 401 1250 P 03 T 140404 -ktrw:d2 /44 -!ci c, sir4-tv A ao).!:314 -r. 3.6457rA-4+3. O.. .1 veiri- ft ;5( erpiz1.1-zuticic_. PLaN\I \G April 1 1998 Best Western Olympic Lodge Mr John Platt, Manager 140 Del Guzzi Drive -j Port Angeles. WA 98362 Dear Mr Platt: Sincerely Sue Roberds Planning Specialist Enclosures CITY OF PORT ANGELES 21 East Fifth Street PO Box I I �0 Port Angeles. \Vashmston 98362 11' Phone i 60) 417 -4 TTl Phone i 60 417 -4645 Fax 1 160) 41 7 -46))) e mail paplan @•olvmpus.net For some time now a banner has been hanging against your free standing sign at the corner of Del Guzzi Dnve and Highway 101 Banners are considered signage and are included in the total signage counted toward a property within the City limits The existing free standing sign is already 88 square feet over the maximum allowed for an off site free standing sign in the Commercial Arterial Distnct. (See enclosed previous correspondence The banner sign is therefore a zoning violation and must be removed. Correspondence dunng the past several years has provided notification that certain signs placed in association with your hotel use were not permitted under the City s sign regulations. The City would prefer to work along side its business residents rather than to hal. e to continue enforcement procedures. It is not a pleasant duty to continue to point out that illegal signs exist on your sign site. I have enclosed excerpts from the Municipal Code regarding sign restrictions of the Commercial Artenal District. The banner must be removed immediately as it is in violation of Section of the Port Angeles Municipal Code. Please stop by the office if you have any questions whatsoe\ er so that these problems will not continue to occur PL.ANNI \C Port An«eie' W.ashintzton 98362 11 Fax i •60i 417—.609 e mail paplan@olvmpus net July 2, 1997 Mr Todd McClaske\ Olympic Best Western Inns 140 Del Guzzi Dnve Port Angeles, WA 98362 RE Freestanding sign SW corner of Del Guzzi Drive and Front Street Dear Mr McClaske\ This letter is in reference to your readerboard sign located at the foot of the freestanding sign situated at the southwest corner of Del Guzzi Drive and Front Street. Following our correspondence in the past regarding your desire to place additional signage due to the situation of the actual hotel structure in relation to the highway it was understood that you were aware that the existing freestanding sign is already in excess of the sign area permitted in the Commercial Arterial zone by 88 square feet. (Lot 1 on which the freestanding sign exists is 150' in length along the arterial which allows for 188 square feet of freestanding sign. The existing sign is 15' x 10' x 2 300 square feet.) A readerboard sign was placed at the base of the freestanding sign during the past few months. With the existing sign being 88 square feet over the allowable sign area. the readerboard sign is not permitted. The City has received a complaint regarding the readerboards on both corners of Del Guzzi Drive and is proceeding with enforcment of the Port Angeles Municipal Code which limits signage in the Commercial Arterial zone In discussion with Mr Mike Millar of ASM Advertising, it is understood that the readerboard is leased to you on a monthly basis. He believed you would agree to remove the sign by August 1 1997 t our cooperation in this matter is appreciated. If you have any questions, or if we can provide further information, please do not hesitate to contact the Planning Department at 417 -4750 Sincerely, Sue Roberds Planning Specialist 21 E.ut F tth Street. PO Box 1 150 cc t,Rtfilding Division CITY OF PORT ANGELES Phone i 60) 41 TT) Phone '60) 417 -4645 February 16, 1994 General Manager Best Western Olympic Lodge 140 Del Guzzi Drive Port Angeles, WA 98362 RE. Illegal Sign Dear General Manager. CITY OF PORT ANGELES 321 E. Fifth P 0 Box 1150 PORT ANGELES WASHINGTON 98362 PHONE (206) 457 -0411 In response to a complaint, I have inspected your sign located at the southwest corner of Del Guzzi Drive and Highway 101 and confirmed that an illegal lightweight sign has been attached to your permanent freestanding sign. Please be advised that the sign has been installed without a required permit from the Building Division and it does not meet the requirements of the Arterial Commercial Zone Distract (Chapter 17 26 PAMC) The sign is considered an off premise sign, as it is located on a lot adjacent to the lot in which your facility is located. Maximum freestanding sign area for this site is 187 5 square feet and the maximum allowable visible sign area is either 100 square feet or 200 square feet, depending on whether the site is greater than a half acre in size. The existing approved sign contains 300 square feet of sign area, but is "grandfathered" as it predates current ordinance standards. It's visible sign area (i e. the amount of signage visible from any one perspective) is 150 square feet, and therefore, also exceeds the current standard if the lot is less than 5 acres in size. The lightweight sign attached below the approved sign appears to be roughly 150 square feet in size, thus bringing the total sign area to roughly 450 square feet (262.5 s.f in excess of current regulations), and the total visible sign area to roughly 300 square feet (100 or 200 s.f in excess of current regulations) Violation of the provisions of the zoning ordinance is considered a misdemeanor In order to avoid further enforcement actions, please bring the site into compliance immediately I will re- inspect the site in ten days to determine if compliance has been achieved. If you have any questions about this matter, don't hesitate to call me at 457 -0411, ext. 176 Sincerely, John J erson Ass iate Planner cc: Building Official g Soosia 1 6 "4 o -7 3 1-42k Ph-0 fr <011 1,‘ 81 5 n C ccis 10 12/" /ear T' cies /7/ Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application description Subdivision Name Property Use Property Zoning Application valuation Owner T•\Policies \1102_15 building permit inspection record05.wpd 1/4/20051 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 05 00000185 211290 140 DELGUZZI DR 06 30 12 3 4 9030 0000 BEST WESTERN MECHANICAL PERMIT 7386 Contractor TODD E MCCLASKEY JR TTE ANGELES PLUMBING 656 OFFICERS ROW P 0 BOX 1151 VANCOUVER WA 986613836 PORT ANGELES (360) 452 8525 Permit MECHANICAL PERMIT Additional desc 1 250000 1- 400000 BTU BOILER Permit Fee 101 30 Plan Check Fee Issue Date 3/18/05 Valuation Expiration Date 9/14/05 Qty Unit Charge Per Extension BASE FEE 47 00 2 00 27 1500 ECH ME INSTALL BOILER 100+ 54 30 Fee summary Charged Paid Credited Due Permit Fee Total 101 30 101 30 00 00 Plan Check Total 00 00 00 00 Grand Total 101 30 101 30 00 00 Separate Permits are required for electrical work, SEPA, Shore! ne, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if req inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor o uthorized Agent 'bate Signature of Owner (if owner is builder) Date Date 3/18/05 WA 98363 00 0 BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING 'GISTS/ GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] PLANNING DEPT SEPARATE PERMIT Ws SEPA. PARKING/LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT I I I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING I I I I I I I I I '~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .l21 EAST 5TH STREET, PORT ANOELES, WA 9R162 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000815 Date 444500 140 DELGUZZI DR 06-30-12-3-4-9030-0000- ELECTRICAL ONLY 9/07/05 o Owner Contractor TODD E MCCLASKEY JR TTE 656 OFFICERS ROW VANCOUVER WA 986613836 OLYMPIC ELECTRIC 4230 TUMWATER PORT ANGELES (360) 457-5303 WA 98363 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER COMMERCIAL OLYMPIC/ HALLWAY LTS. 59097 OLYMPIC ELECTRIC 61.30 Plan Check Fee 9/07/05 Valuation 3/06/06 .00 o "-. ~ C> Qty Unit Charge Per 1.00 61.3000 ECH EL-COMM ALT <5 CIRCUITS Extension 61.30 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 61. 30 61.30 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 61. 30 61. 30 .00 .00 ~ \ ~ ~ N N '" ~ (\ COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.U [4196] --......) W o ~ '"""' o \? ~ "~. "l4i.....,...,. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ,21 EAST 5TH STREET. PORT ANGELES. WA 98,62 ELECTRICAL PERMIT PERMIT NO 6787 ISSUED: 10/29/1999 OWNER/APPLICANT OLYMPIC LODGE (WESTERN INN) 140 DELGUZZI DR. Port Angeles, WA 98362 360/000-0000 T: S: CONTRACTOR OLYMPIC ELECTRIC 1805 TUMWATER PORT ANGELES, WA 98362 360/457-5303 PROPERTY LOCATION ,I,; /~ 0 PEl '6-tvu / Lot: 4 Kk. Block: Subdivision: Parcel No: I:><:J Long Legal SHP 85- 11-76 ARCHITECT N/A , 98360-0000 360/000-0000 PROJECT INFO Project Type: COML.REMODEL Occupancy Type: Occupancy Group: Electrical Heat: D Baseboard D Furnace D Heat Pump D Fan Wall Project Value: $0.00 Construction Type: ADD CIRCUITS Zoning Use: R1 o KW o KW o KW o KW D Riser I:><:J D Overhead Service D Temp Service Underground Service Voltage: 120,208 Phase: D 1 I:><:J 3 Service Size: 0 Feeder Size: 0 PROJECT NOTES REMODEL AREA BEHIND RECEPTION COUNTER FEES ASSESSMENT Servi ce: Additional Feeders: Circuit Wiring: Temp Service: Misc Fee: TOTAL FEE: AMOUNT PAID: BALANCE DUE: COMMJ+NTS/ACTJON NEEDED $54.00 $0.00 $0.00 $0.00 $0.00 $54.00 $54.00 $0.00 ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED COMMENTS I YES NO <Y -IN I CUVER SERVll'F I I I GENERAL COMMENTS: P\II.II02.1S14'96l f .s .....;;;0.' CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 121 EAST 5TH STREET. PORT ANGELES. WA 98J62 ELECTRICAL PERMIT Issued: 3/31/98 Permit No: 6270 OWNER/AP~LICANT------------------------PROPERTY LOCATION------------------------ OLYI1PI~: LODGE (WESTERN INN) 140 DEL GUZZI DR 140 DEtGUZZI DR. Lot: 4 Port Al1geles, WA 98362 Block.: Long Legal: . 360/000-0000 Sub: SHP 85- 11~76 T: S: Parc No: CONTRACTOR-----------------------------DESIGNER--------------------------------- OLYMPIC ELECTRIC 1805 TlJ/olWATER PORT ANGELES, WA 98362 360/45'7-5303 , 000/000-0000 PROJECT tNFO-------------------------------------------------------------------- prj Type: COI1L.REMODEL prj Value: $0.00 Occ Type: Cnstr Type: ADD CIRCUITS Occ (;rp: Occ Load: Land Use: Rl Electrical Heat Service Type Ba$;eboard KW: 0 Riser Voltage: 0 FUl--nace KW: 0 Overhead Service Diameter: -1 -3 He~t Pump KW: 0 Underground Service Service Size: 0 AI1PS Fan/Wall KW: 0 Temp Service Feeder Size: 0 AI1PS PROJECT NOTES------------------------------------------------------------------- CIRCUIr EXTENSION IN CONFERENCE ROOM PROJECT fEES ASSESSI1ENT------------------------------------------------~-------- Service: $0.00 Adaitional Feeders: $52.00 Circuit Wiring: $0.00 Temp Service: $0.00 $0.00 Misc TOTAL FEE: Amount Paid: $52.00 $52.00 ============~==================== TOTAL FEE: $52.00 Balance Due: $0.00 COMME/'JTS/ACTION NEEDED ELECfRlCAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINJMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COlIER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATIt ACCEPTED COMME/<fS YES I NO 11I1I1r.l-I_IN I COVER ~E , { I qlX {qlZ I I GENERAL COMMENTS: PW-I 102.1.5 14'96] e ~~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ELECTRICAL PERMIT Issued: 1/31/97 Permit No: 5822 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ OLYMPIC LODGE (WESTERN INN) 140 DEL GUZZI DR 140 DELGUZZI DR. Lot: Port Angeles, WA 98362 Block: Long Legal: 360/000-0000 Sub: T: S: Parc No: CONTRACTOR-----------------------------DESIGNER--------------------------------- OLYMPIC ELECTRIC 1805 TUMWATER PORT ~GELES, WA 98362 360/457-5303 , 000/000-0000 PROJECT ~NFO-------------------------------------------------------------------_ prj Type: COML. MISC. prj Value: $0.00 Occ Type: Cnstr Type: ADD CIRCUITS Occ Qrp: Occ Load: Land Use: Electrical Heat BaSleboard KW: Furnace KW: HeClit Pump KW: Fall/Wall KW: Service Type o Riser o Overhead Service o Underground Service o Temp Service Voltage: Diameter: Service Size: Feeder Size: -1 o -3 o AMPS o AMPS PROJECT NOTES--------------------------------------------_______________________ RUN 50 AMP CKT. FOR OVEN IN LOUNGE PROJECT FEES ASSESSMENT--------------------------------------___________________ Service: $0.00 Ad~itiona1 Feeders: $0.00 Circuit Wiring: $50.00 Temp Service: $0.00 $0.00 Misc TOTAL FEE: Amount Paid: $50.00 $50.00 ====;;;;:============================ -------------------------- TOTAL FEE: $50.00 Balance Due: $0.00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, . , INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECIlON TYPE DATE r ACCEPTED COMMENTS r YES NO D ROUGH-IN I COVER ~VIt E FINAL 1//?//tf7 I GENERAL COMMENTS: PW-I 102.15 [4'%] . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 ELECTRICAL PERMIT Silo Address: PERMIT NO. . ~ gOd DATE 9-/7~?)- Installed By: o READY FOR INSPECTION License Number: ?Z WILL CALL FOR INSPECTION Phone: Owner/Business: Owner/Business Address: o RESIDENTIAL o COMMERCIAL o BASEBOARD KW o FURNACE KW _ o FAN/WALL KW _ o HEAT PUMP KW_ o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL o ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) Detai Is/ Descri ption: c4~ [';:;- It- ff Q Phone: Sq, Ft, o OVERHEAD SERVICE o UNDERGROUND SERVICE VOLTAGE: o SINGLE PHASE o THREE PHASE SERVICE SIZE AMPS 3")( 3/ . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. o Rough-in/cover O.K. o O.K. to connect service 1J1\r'fJ. Final O.K. :) Installer: Permit/Receipt No. 2> New Meters . Notify Port Angeles City L:ight by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on ~g P m'. PHONE 457-0411, EXT. 224. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT n c- ~ $ r;L...J - CJ c...J WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom. Customer OLYMPIC PRINTERS INC. Permit Fee GREEN - Top: Meter Dept., Bottom: City Hall . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles. WA 98362 (206) 457-0411 ELECTRICAL PERMIT PERMIT NO. .,J 79/ ? /Ill /y z- . DATE Installed By: ~ o READY FOR INSPECTION License Number: o WILL CALL FOR INSPECTION Phone: Site Add ress: Owner/Business: Phone: Owner/Business Address: Sq. Ft. o RESIDENTIAL o COMMERCIAL o BASEBOARD KW _ o FURNACE KW _ o FAN/WALL KW o HEAT PUMP KW o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL g ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) o OVERHEAD SERVICE o UNDERGROUND SERVICE VOLTAGE: o SINGLE PHASE o THREE PHASE SERVICE SIZE AMPS Details/Description: Mj~f I ~r . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. o Rough-in/cover O.K. o O.K. to connect service t1Itinalo.K. Site Address: Installer: ~ New Meters .::J . Notify Port Angeles City Light by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical Inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. /I /4-1 ' / / / -, ~ NO OCCUPANCY OA USE ESTABLISHED UNDEA THIS PEAMIT f/:> ~ ~<9 uhf f.) 'Electrical Inspector $ ~it Fee WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer GREEN - Top: Meter Dept., Bottom: City Hall OLYMPIC PRINTERS INC .. . . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 ELECTRICAL PERMIT Sit~ Address: I' PERMIT NO. 3s/t. .p.~8#t!!: , I DATE o READY FOR INSPECTION license Number: Installed By: Owner/Business: Owner/Business Address: o RESIDENTIAL o COMMERCIAL o BASEBOARD KW _ o FURNACE KW o FAN/WALL KW o HEAT PUMP KW_ ~SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL o ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) DetailslDescription: ~ ~)( / Z I 0~ o WILL CALL FOR INSPECTION Phone: Phone: Sq. Ft. o OVERHEAD SERVICE o UNDERGROUND SERVICE VOLTAGE: o SINGLE PHASE o THREE PHASE SERVICE SIZE AMPS W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. o Rough-in/cover O.K. o O.K. to connect service o Final O.K. Notify Port Angeles City Light by treet Address and Permit Number when ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. ~A41 Electrical Inspector Installer: New Meters NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer OLYMPIC PRINTERS INC. ~ ~~ Permit Fee GREEN - Top: Meter Dept., Bottom: City Hall Inst~lled By: CITY OF PORT ANGELES LIGHT DEPARTMENT PERMIT NO. 3:1:70 /O-/~-~I .- ELECTRICAL PERMIT DATE Site lA.ddress: o READY FOR INSPECTION License Number: ~ILL CALL FOR INSPECTION Phone: Owner/Business: Phone: Own;erfBusiness Address: Sq. Ft. L1 Residential Heat KW CI Baseboard 0 Furnace/Boiler CI Heatpump 0 Other CI Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) ~ New Construction o Remodel o Service update/alter/repair o Add/alter circuits o Auxiliary power (list below) ~ Special equipment (list below) o Overhead o Underground Voltage o 10 030 Service size o Temporary Amps DetailslDescription: F;~c ,4~ ~U T (2- Zf:te.trS . - - W.S., No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. o O.K. to connect service ~ t F'inal O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending permitl:;J;;V Installer: New Meters . ~ - Notlly the Department of City Light by Street l:ldress and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permi!. PHONE 457-0411, EXT.158 or EXT. 224. ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT ~.;;2 ~ nspector Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall OLYMPIC PRINTERS. INC. . Instolled By: CITY OF PORT ANGELES LIGHT DEPARTMENT . 3:< VI PERMIT NO. ~ "I'''' ../ ELECTRICAL PERMIT DATE 8-zz-,!/ Site fAddress: o READY FOR '. ''- Vc...- INSPECTION License Number: YWI LL CALL FOR INSPECTION Phone: Owner/Business: 1lI~ L Phone: OwnlerfBusiness Address: Sq. Ft. C. Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other 'fJ Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) s( New Construction o Remodel o Service update/alter/repair o Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) o Overhead ~ Underground! Voltage /;:zqap? 01.0 Ji13.0 Service size .:ltfeo Amps o Temporary Detai I slDescri ption: /yEW /~ /Yto h- L 'TAJ~ - SE~ ~ks A .' ~ ~ ~ ~ W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. o O.K. to connect service At ~ Final O.K. Size Comments Date Hold for: 0 Easement D Letter o Signed up for service/meter D Meter Department notified for installation D Fire Department notified of inspection o Plan Review approved/pending Site IAddress: t),e/v'C Permit/Receipt No. J:2y'tJ New Meters \ I Notify th Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457-0411, EXT.158 or EXT. 224. ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT -i 3!i-S- ~ ~ Inspector Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall ~ / . OLYMP~C PRI"'TER5. INC. Installed By: CITY OF PORT ANGELES LIGHT DEPARTMENT PERMIT NO. -? /.33 &, -/7- pi . ELECTRICAL PERMIT DATE Site Address: 12t.. D READY FOR INSPECTION License Number: f'tWILL CALL FOR INSPECTION Phone: Owner/Business: (S Ll,c Phone: Owner/Business Address: Sq. Ft. d Residential Heat KW o Baseboard 0 Furnace/Boiier o Heatpump 0 Other [j Commercial/Industrial load Total Connected load (attach breakdown) Total Motor ioad (attach breakdown) o New Construction o Remodel o Service update/alter/repair o Overhead 'l')(Undergrpund /.'./0 -Voltage IO?/Z~ 010 03.0 Service size 1190 Amps )'!(Temporary o Add/alter circuits o Auxiliary power (list beiow) o Special equipment (list below) Detl!.ils/Description: ~ . ~ /r~~ ~ ~ ~ ~ W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. 'fJ O.K. to connect service ?fIJ1r~ Final O. K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Installer: GUz.z- ' Permit/Receipt No. J/33 Site Address: New Meters t'-v I Date: '-/7-11 -. Noti,fy the pa ment of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT. 224_ ;:2f)tt!2 NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT -r~ Inspector Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector. Bottom: City ;Hr/'::; OLYMflC PRINTERS. INC. ~ Instlllled By: CITY OF PORT ANGELES LIGHT DEPARTMENT . ELECTRICAL PERMIT PERMIT NO. .:2d'..s- / DATE /~4o/,tV Site P-ddress: ~EADY FOR INSPECTION license Number: D WILL CALL FOR INSPECTION Phone: Owner/Business: Phone: Owner/Business Address: Sq. Ft. o Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other o Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) o New Construction o Remodel o Service update/alterlrepair o Overhead ~ UndergrOun%tIV Voltage IL~ /210030 Service size /tJ2-:D Amps o Temporary o Add/aiter circuits o Auxiliary power (list below) [\lfSpecial equipment f'I (list below) - SUvt'c L ~ SFD./U( /YJL oi"U~ Detali I slDescri ption: - . - - - - W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. ~ rf'- O,K. to connect service o Final O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Permit/Receipt No. ~sl D Installer: . Notify the pa ment of City Light by Street Address and Permit Number when ready for in pection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457-0411, EXT. 158 or EXT. 224. f(i;. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT ip t?!2 ~tor A Qunt paid WHITE - fite by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GRE~N - Top: Inspector, Bottom: City Halt ; OLYMPIC PRINTERS. INC. -" rlhi-: U,::. " ~l 1\.:.1:,::,:~ r:]I,.CU-i'=,f-,t..J t,r,j I, '-,i-:j--,_'i".,,1~, '-,'::i M .cR I E"_ TEL NO: :2~:6-S2c-~::.5S~ i':,..;I~'-U';::;-'~:!' I'lL;)'. .:..:.;.:,::. .::..'........ --~ ;:'.:.":::..::.1-'.0:::::: e llYORAttLIc: ~aOJECl' APP~oVAL /4D Delq ~ Z~J rY Of'ARTMEBT OF FI'H!RIS~ OfP~Tft<.T 0' ~ISH.R1E' G_ntroL AdMfnfatr.tlAn ildi. 01,..",10, W..h'nQ'''' 04504 (2!l6) 753.6050 R.C.w.15.20.100 a.C.W.75.20.103 ~ M~rch 4, 1991 ~~ppt!glnt Ihoule ~.f.r eo th1D a.t. in atL 'orr';~~~~~IJ PAIii 1 Of :l P~1l Creeks 10000IlH:, :JON 16Lodc,~ r,ji,COHTACT P.~!(S) If11COHTROL NU.S." '-' (503) 295-1333 I~ OQ-46Q30-0l ----lliJ-- a ~ 1~. 0234 Zlp -r~ 98661 I::;': I1Li rmi TVP" Of PRQJ.fCT Juan De Fuc;). r--' 100 _dn.l.:!:, ..!::c;,;:~ _ _ COUNTY I Clallam Stormwater System ~LAOT lW<! flRGT W~stern Inns, Inc. 1i'91ST.~~T I;ll .wIlAL lCUT. - ~. 804 Officers RQ~ ~J.TE CITY Vanc;:ouver [DiATElEnnis Whits AUU OfCTlOH leCTIOll . S~l 12 'raI8UTARt 10 f ;:;tralt 0 RAWCUE'~) 06;.. -- ---- ---- --- - -- - --..-.- - - - - - --- ---------- TX"J LIXITATIONS III mil PiOJ!Cr M4Y S.Gl>l ~ ~o Mim }f CQI,LETEO .1 .. I !llUnedi~.~~y I ' December 31, 1991 111 s AP~~Ol..'!iL I S TO at: ;.:o(A IlABl E "" "ritE JOS S' H' AT AU.T ;'itES ANa (113 ~QOYt'31~'S tOt. ;.cvr!) 8'1' .t~t=.)~~fUrH T U:E ;UiO c.;;U,UCi't PEQF~tII1 NG 1..6 \aClK~ SJ:t l\lM1l1'lll'l G~N'~jt PROVISI~N:; all .~vr~! SID~ of IPP"";AI /r'. SiPA: DNS by Cit.y at Port Angels,", 8-90. REClau\L "ADITA; M"AGEl . Randy John:3orJ 457-2634 PAlIOL . H.l.l.Ler APPLlCAlIT . WILD~:fE - Re~ER - PAr~CL . HAS, ~CR. . ~R!A '- 2": i. \ to . The stormw~ter Management System (SMS) shall ccnform t9 the ~lan~ sub~itted to the Washln9ton D~partmeDt of Fisheries WOF) as to+lows. Run-eff ca~~ulatlons and detention ~ol~.e5 or all baBln$: FAX paqes dated and received on March 4, 1991 and tran8~itted betwecn 8:29 and 8:45. Grass-lined &wa1e (~vale): plans $Ubmitted wi~n Hrdraulic Project Application, WDr Log NO. 00-46630-0..... w~t pond in bas:..n No.3: FAX Nulilber 50322!H2eS, eubmJ.tted to WDr on February 19, 1991 Flow Qhal1 be rel=ased from each detention struct:.lre at ll. r~te of 1/2 the predevelopment rata at the two (2) year, 24-hour atorm svent and not to exceed the predevelopment rate for the 2S year, ~4 hour storm event. Rates shall be based on a Soil Conservat;on Service based hydroq~aph method using a type 1A dis~ribu~lon with a 24 hour auratlon. ~rosion control me~surea shall be used as necessary to ~revent sediment or pollution-l~den drainage from leaving . ~he construction s1~e. These may include, but shall not be limited, to usa o~ fabr1c fencesl seuimen~ ~onds~ and mulching of exposed area:!\. The wet pond, de~Qntion "Cona, anc. graGs-lined swale shall not be used for erosion control purposes during construction. A dans~ coverin9 of fina, close-growing, water-resistant qrasB ~all be establ~shad over the entlre surface of the 6wala prior to vArrsion of flow in~o the swale. This =overlng of 9rass shall be ul y est~blishQd prlor to saptemh~r 1, 1991. W~~~J'~ ~\\1 ".~_~_ ill , ~ W'~_~=f~;~1t..:5Lj l,..J t,.- ~~ - --' ...... ~~.......-_........-.. ...-_.....~ ~ --. ---. D~ARTXBNT O~ FISHER!:S , ~J'lHP 8::. .. ':?1 UJ: c',.-- r..tu.":LHSKl\' q'lJE, F.P~..l ~:)~'::;. _.."."_~ I :-:,,:, T:::_~ ..;~~: _:".-~~,-C:-~=.;-~ S'5.i. i'!i-1K-;';;':-f-- ';'.l 1';UI'i ~'-:;'...:.c. 11.." ~~ - ". -- - ~.::_:U-'. ~J~ . e HY.DRAt1LIC 'ROJICT A1I1'aOVAL R.C.W.75.20.100 R.C.W.15.20.103 [] March 4, 1991 ____ (.ppi1~jht ~hOYld rettr to th1a 32t. tn all cQr~w~pcnd&ne~) PAGE 1 OF ~ 'AQIS OEPAaT~~T OF FISHeRIES Cln.ra, Admln!.".'!on Bldu. al"",I., U..i1iOQ'on 9tS04 (204) ~"M'O aR~ART~wr 01 FIS.ZRIEi ~LAST "ME Westarn Inn$, Inc. 1m WATC*!nnis, White Cr(;eks 5 9. 11. 'iiiCCNTACT PHONf(t) ~ (503) 285-1833 ~'~NT~C~ ~~8EI JJ 00-46630-01 ~.'-'- !2JldllA 18.0234 6. The 5wala shallb~ mowed at least threa (3) time~ durinq ~ach growin~ season and shall be mowed dt the and of each ~rowing season to a height of five (5) inches. Clippings aha...l. be colleoted and snaIl be disoosed of in ~ w~y that does not allow ~o11utant5 to enter any surface waters. All ll.ccmll.ulated sedirnent shall !Je, remoVi>cl from to...a detentiOn pond (basin No.1) annually. This material shall be disposed of outsida the SMS and in a ~ay that does not allow antry or this material into any Imrface waters. The det~ntion pond shall be restored to design sbecifications at ~he t~me of the annual cl.anout. . The wet pond (basin ~o. 3) shall be vegetated to provide uptaka o't di5tiolved nutr,tents and metals( organic polluta.nts, and petroleum products. Vegetation shalL oe establlahed in that portion o~ the Wet pond which lies, between elevations 210 and 214. Acceptable plant sp8~ias ihcludes white water lily (Nymph<\ea odorata), hatdst.em bulrush (Scirpus acutus), American water plantain (Alisma planta9~.aquaticaj. spike rush (Eleocharis spp.), yellow iris (Ir~g pseudacorus), Water par$l~y (Oenanthe, sarmanto3a), pondweed (potarnogeton spp.) , water smartweed (polygonum p8fsicaria, P. pUnc~atumJ, ana co~~on cattail (m1ypha angustifol~a). Plants not listea here sholl be uaed w tn permission troln "OF only. Plants shall be established into a denss, viable cOli"liunlty throughout the required vegetation zonQ. V.qe~~tion o~ the wet pond ae ae~cribed in Provision 6 snall be fully accomplished within 60 days or constr~ction of the wet pond. Re-establishment of plant species shall occur by June 1 of each ~uccessive year as needed to provide vegetation levels as 4escribed 1n Provision 6. All sediment and dead veqetation 5hal1 be r~roov@d fro~ the We~ pond at the follo~ing intervals cr when Sediment accu~ulat19ns ~aach aix (6) vertical inches in any area, whicheve~ COmes flrst. Inlet cell - every two (2) years. Outlet cell - every threa (31 ye~r5. Each call snaIl be restored to design specifications at the time of each oleanout. The detoantion and wet pond outlst structures shl;:ll be in3f;ected after every heavy r~inIall and shall be ~aintained as neeaed to oper~t6 tully ~nd meet design specificat~ons. The unde~9round detQht~on svstem ~h~ll be ~ain~alned a4 needed to meet design gpecificat~on~ at all times. I 7. a 10. / - ~ev .10f16flla . [TIt;1t;'.. 11~_: ~~...l~.'_~p ~,!'-:':..LH::::t'.;;.t.; r t.J~-L..t;.r-;t""'r:+::J~~"";HER: tf'S TEL tlU: :OE,-586-~5S1 :;3.2'r'.:J.4 , . - " , e HYDRAULIC P.OJBCT APPROVAL ~EPAaTlliNT OF FIIHUleS R.c.W.1!I.11Q.100 a.ne"l .,*"fnl.~rlt''''' Bl~. R.C.", 15.20 .103 Ol~f., ~"hll11ltCll 98504 [l March 4., 1991 (206) 753-0450 (appllc~(ihO~\d rtf.r (0 'nf~ ea.. In .1: .orr.a~nc.) PAGE 1 01 2...- 'AfilS DEPA'T~T 0' 'ISHeRl~S ~lUT NAME We~tern Inns, Inc. 7 l.!.t;l/ATI~nn1sl Whits Creeks ITiC:QNTACT 'MOal(S) c.;;.! (503) 28S-laD filC~TROL NUMIER ~ 00-46630-01 191uRIA ~ 1~1. 0234 1;;:. The SMS shall be tUl'rY comple~ed and operational prior to openinq ot the motel fer bus ness. jkd atv 10/'''''' " ..-'.....t, '"'- , TW VV'--. W6ST~I2l--l INNS ..;. ......"":~,, '::2.D ~"", ~...~... , ,,'( \1. l1 - .', ..:\,'\.\ ~'c;~,~... . <0 ..O'8~~':""" ...,f".',~. - ....' ,. ",.~ ~"l-. ) t - ~.... . Of ".\../-Ir ~ . ".~, - .,- . ... ~ . -. , 61;:::........ .~.'...'"'..('.o:'"\.,iJ : ::; .....~.}1 "'...q~' 8 1Il~ ._..,~:.." 0 $ 11 (.ALC-UL..A.IIClN' :" "-;;~t. ~ ~ 14"").. '" I ~ 'q~:: ,- .. Q"-; .. ~..~. '::::::-.. ~.5' ~ . .t;;f;/STr:,...;. .'_<..~ . .? v... 'f ...:. ~~'v <# ",0 f'J .",....... :\)\." ..~- III, SIONAl 't.\\ .... U """11,,-.0 ~ A \J ...J <t 7- - ~ - ~ IN'-. 510J2-M Dl2A1t--1AGt:. ~ fb1Zi Al-.\G~ I WA.SH.J N <-=iT I.:::N -"S\-r6 --rH-~ Pl2-=pc..:::'E:D srre I"S <-..:::.c...Ac6":) "'Sc'-r\l-\ CP Ce=L.. c,u-<.:2-\ ()?h.l~ IN P~T AN(:'E:\..e'S I WP- . \T 15 ?oW~-H_'r' -Z As:->,'2€.':, IN SI-z.C: ~~ \~ l--Ic::,~I'-,/ ~ ~rTr\ S=,-\G e~s\-\. A~x, K oF T~ 5rrG I"JI<.P'INS ~ I~ ~~\-\ T=- A :SToRM O(C..IA~ I~ T~ S---na.~1 ANO T~ CC> ~~l ~ C-fl.-66/<-. I~ <::::'\~C:l<- Y,- of- I\-\t;. :'l(rc; tlf4>rI..:J:i ~C.S(:sf4-1 T"", ~ ~ 0,7<:,,1-\- ~0, ''''" ~ll6 ~. ~0\~MbS1$'. ---n;.e. Db? or fi-sr\61<-\~s J2.~c::'UL-A./-=) 8,:::.,>-, T\~ ~P-'-''<'--{ ... Cil'-'i"'I-NTr"-I =r 5C""~M ~r--l.;:, 'rF. 1l-l-6- foL-'-<::>wING D~:::'l GN 1:S 13Aso':) ""N TI+C Di2A-Ff ~T'-1~W""'~ G,.Ula~LIN~S ( Nev. I ) l'l~o) A-:, ~e'-ljH-c:v ~i (~ ~Q1. ~f rl~\-~.6;<.I6.~. D~,,,-,p-~E P'--f),r-l I3AS6Q ~N Dl:sc.."S::'I~N~ ~ c..""r--.e,.c.w''-.JPcL. ?~ Ap?~",,- ~'1 T\-\6 D61='. ~ f-':::.I4-~I6.S IT-tE '5rT<: I :> 6 i2..::.\'-<:t.::l 1Nt<::, 3 ?-,p<-:> 1<0':, .A~ ~I-\-c,.w N ON TI-T~ N'-'---">u..JI"''-''> :$t:e7"-.1..... BY IiI{t1 ~4u,(le '2-1-'11 t.'7o +(t<:> DATE u MACKENZIE ENGINEERING INCORPORATED 0690 s.w. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND. OREGON 91201 FAX (503) 228-1285 JOB NO. SHT.~OF @MACKENZIE ENGINEERING INCORPORATED 1990 ALL RIGHTS RESERveD '\_., ,,' ".~',3i,;~:;'~"Y I: " 1 ,..';, ~ . ,':'1 :/;1':::\:'iii/~;?~i 1...".; J I'. ~~'.l.Jil l;:i;';,';{;,;;'&t: 1~\1 f ~. ~,., '. ...:> '{'5.... .i:. r' ;:f~ ~~\j ::~~1,;:~ ~~~r' ~~~~ : i r.':" 'L:',"~l~:' :.!d~ r :-\:.i}' ,~ci.~{~/:~~i~' .,,'I_.,..:.jf.;t".c::"","?O i-;~,~ .!~) ~~~rtl~W~}~~ r) ,~:~I',l/,qd.;:..t:n 1;~i~}~11 !''''f'l ",' ,;' :: ,~~, .:: :f,:" , " }i ,,' ";" .n_'~t~.! .':.! .~ itl I -- '9 I ~ f 0 ,} 8i z ~ $ ~ I - N /1 N ::J .li/ ~ I I F / J :z: :z ~ -4: .cJ '(\ ~ ~ (:) :z yo Z ill '" ~ :z ~ (lL if) ~ W I 1 -3" I !!~ctll ~ 1M ~ Vl {l :s '-' ~ i r:L III ~ ~ v _Lr ~~ ~"1 ~\ I ~~~:!'r!Y~ ~ (Y. .~ 5HeeT z ;. ,"\' :I.:V ft;~t: ~X'YV' " \' , tWi,f':i'" ~}'j'~!,s' ~f.\l j , .-",. r 10. :t. :;~;J" ~\}'~' :~ ~~, . ", ,," 'f ' '?,W':"';.l: r{,' ,'~ , , {..,:.';' ~il )1' " , f;t~ ' -r"':: , ,~-:~" .-. .~;i -:j ~fL ~':. t....'.-,.. t~.~:-'::'i ~" -: " ' , ;{';:'!T' ' 1 ., ~~/~:..~ i' .. ( ~~ '.! : . . t~ if> '.. .,"r ", " k,'o(' ,It:' <," <.' 1f:;'Q:. ~~r<r~ .:~!:.' , , ~ ~. <~ ,~\.:\: - 1" , .. ~! - '. ,f). . , " ~ I .. i:",'!, ; 1 ~~: J:: c' .'i: .;':: ~.,~ ", ':'.: j ~. :~:: " : \. M~Tf-\qD c.f cAL-C-U,-P-."Tl'='H: rr wj:l6 l?-E:.Q0d~.~ 1i+A T A \..\'1'D~"'~ MEn..~Q.e, uf ~~'--(3\S BE:. U'SGlj (D.<>,F, 11/1 1"1<:> c:'UJD~LJ~';:,),. -rH-~ ~~It--.lG, CAL-<'I..5\..A-r'-;:>N~ \.-.l~ eAsC:il o~ Ij.\-t 5,AiSfA 5A12.I3AM IJRI3A.....,) I-lr'(Df2:0<s/i1MIA MlSli~1':l As c..c.""AING<l IN Iv+t: ~t-.l(", <..;o..,JN1"( ~~<-6.. Wp..7G.'Z.. O~SI<ON Mp..,-.!w At.... lHe. BG>.SJC- Pi2o~.eS w,c..s : I, Pcf,~(2f-'\ \~ f5A51~ 5\'<..6 ANO c..1'i 'W\L~~~ I~ t:)~\,)6u.;,? j->,YOr.c>GfCMJ-\-~ fb~ 6<\'5TiJ'..J1v> ~ OE0.;c..uf-E~ LONClII\ oN 5 ft.<p. e~7\-\ I f-\"6 '-112- { z.,::; 1e. 'S7....-j:!M W&-r7":l. BA5ED "1'0 II-it:. A-u..~v..;,6,,") ctz.l q:,...~ 5/U 1l+C, DG6JuI'''''N 8p-sIJ'J:) ,At-10, l)~:;,I<<:'J-.1 T1-+c.. C~Ik>t... hl";'~, t. ) ?.. BMIN wp..'l~ c:N""- 11''1 J 5 AciJr,(. VD\:l 1St p.. ~1<::>F'L:TAA-n""N 5VV~LC. , SP.-:'I~ 1.... 1'S AL.u:."'I~ T~ DI"jc:.~6~) Vlt>., PI~E.. I T<:> Tf-I-c::. Sl~~1 ( fZ<=.f' \.ill>.1~ CJ..........1).. Bp.,:> I 1'\ :::, 0S':=::' p.,. "-.\~ fQJ'-IO ~ De::T.QJT'C>l'.l .f. \..lP.,Gi<. 00p..L.17t. MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201(503) 22,.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 228-1285 -rw'N1 DATE t. . I .. "11 JOB NO. z. 'j c:> 4-1 L.:> SHT. '3 OF BY mI @MACKENZlE ENGINEEAING INCORPORATED 1990 All. ~IGHTS RESERVED STATE Of WASHiNGTON DE? ARTMENT OF .fISHERIES . (S0\N) 2JH6CO November 1, 1990 APPLICATION OF GUIDELINES Run-off from a project with more than 5,000 square feet of impervious surface shou~d meet the ~ollowing g~i~elines for water quantity and water qual~ty. Depend~ng on prox~m~ty of downstream fish and shellfish resources, water quantity guidelines may not apply to all projects. Water quality guidelines will apply to all projects. WATER OOl\llTITY Increased run-off from development should be retained and infiltrated to preserve base stream flows, and/or detained and released in a manner as to preserve the receiving stream channels dominant discharge (Bates, 1983~. Pre- a~d post-development run- off rates should be analyzed us~ng a cont~nuous simulation model such as the U.S. Environmental Protection Agency (EPA) HSPF computer program (EPA, 1988). If such a watershed model is not available, a rainfall event simulation.model may be used. If using a rainfa~l event.model, run-off should be computed using a Soil COB.S~~~~t;.J,.c:l.!:I_3~ry~C;:~LLS~~lJ:;ase~l).y~rJlg?Pb_ml!!~h~9" and the rainfall event should be a Type 1A d~str~but~on with a 24-hour duration (USDA, 1986). For SCS hydrolog~c soil groups Typ: A and B (USDA, 1986), use of infiltration bas~ns should.be cons~dered. Site investigation and design criteria are essent~al for successful performance of in- filtration basins (Ecology 1990i King County 1990). Infiltration .could significantlY reduce the.volume required for detention. Detention basin performance (F~gure 1), shall be such that dis- charge from the developed area meets the following criteria: 1. Fifty percent of the pre-development two-year peak release rate for the two-year developed design storm. The release rate of 50 percent of the two-year pre- development peak accounts for the extended duration of release that occurs as a result of the increase in run-off volume from the developed state (Powers, 1989). 2. The pre-developed 25-year peak release rate for the 25-year developed design storm. 1 4- . continuous ~imulatio; model is' used, flow duration (instead peak flow criteria should be used to design detention ponds at e two- and 25-year floods. Q25 02 I I I I i ! i . . i i I " I Post-Development I I I Peak Outflow Pre-Development \ 50% 02 2 25 Design Storm Frequency (yrs) Figure 1 - Detention Basin Performance WATER QUALITY pollutants in st~rmwater run-off should be treated using best management pract~ces. Treatment of stormwater run-off with a wet detention pond (Kulzer, 1989) and biofiltration channel (Horner, 1988) will provide acceptable water quality control. Where possible, biolfiltration channels of any length should be used for pre-treatment of stormwater run-off. Sedimenta- tion and erosion control practices should be included in the _ design to prevent wate:: quality ~eature~ from becoming silted in. Also, regular ma~ntenance J.S requued to ensure pollutant removal effectiveness. The following are acceptable design standards for wet ponds and biofiltration channels. . 2 -5 Wet ponds _ A pool of water retained in a pond by placing the outlet above the pond bottom. 1. permanent pond surface area should equal two percent of _ _. the catchment area for residential, and three percent for cOllllllercial. pond volume should be equal to the volume generated from two-thirds of .the two year, 24-hour storm. 2. The permanent pond water depth should be three to six feet, J::;- plus one foot of dead storage for sediment. 3. pondS shall have a minimum of two cells. 4. Residence time shall be enhanced by configuring the pond to have a length to width ratio greater than 3: 1. AS: 1 configuration (or other method of lengthening flow path such as use of baffles) is preferred. ---- 5. If the wet pond is also used as a detention pond, the permanent wet pond volwne should not be part of the detention volUllle required. Biofilters _ A filter strip or swale used to treat stormwater run-off by interaction with vegetation and soil surfaces. 1. Avoid gravelly and coarse sandy soils in order to maximize water contact with vegetation and the soil surface. 2. The biofilter width should be designed based on a two-year 24-hour peak flow, and the fOllowing; a. velocities should be less than 1.5 fps. ---j .----------- b. The" flow depth should be" less than four inches. c. Longitudinal slope should "average two to four percent. Rock or log check dams or terraces should be installed as necessary to achieve slopes less than four percent. 3. Biofilters should be located .to obtain maximum length. If less than 200 feet, the w~dth should be increased by an amount proportional to the reduction below 200 feet in order to obtain the same area of vegetation contact: --..- ---- --- -- -- ..-.- -~ 4. side slopes should be no steeper than three horizontal:one vertical. .-------------- 3 b Derived f,omlhe MANNING Formula v- 1.486 R" s., n PVC Gravily Sewer Pipes have a coefficient of n- 0.009. Their high carrying capacities may often result in the use of f1alter grades or in Ihe use of smaller diameter pipe. r- - - " ." _" 0 - . - - - - - - . . S .. .- _. - '. _. ~ 0 -- 0 . c s . _. . -- - . - . - ~". ![ -- '-~ . . - -- . - - . - I' <> , I'" .... . - - - - - . .... rv 001 - - -- . 's "- .- . . l- . - n' "'-. - -'>.. - J-. - . . - . I ( '" I- - -- -- n _ -- " - .,<: - . .... .... -. . -- . :;:- -" ~ . ~ 11111 , -- -- - . . - , . .... . -- . k " ~ . .... - - . - . - . - = -C: .-. . -- . . J - - ---. '" .... - - -- . . - ~ - I . .... 0 '. 0 -- , -. - 0 !.... -- -. - ~ ---_.- - - - -- - -- . - - -';.. ....!' .~ -- . -- - - - - -- - - -- ...1- - - -- - -- -- , ~ - t... - l- n - -'" - - - -- == - . '" .4 .4 .5 .6 .7 .8 .9 1.0 241 _0 50 6. 7. 8. 9. 10 5. 4.0 20 30 40 " u '" 0 0; 3 '" ~ 'i ~ n 27 0 '" m 24 18 15 12 10 8 6 4 .5 .6 .7.8.9 1.0 2.0 3.0 4.0 5. 6. 7. 8. 9. 10 20 30 40 50 l;1rl are lor hp.se may olher lrlhe Example 1 Assume: Flow Coelficienl n :=-: 0,009 Length -- 2800 II. Pipe Size ' B inch Elevalions-Upslream -; 215'-0" Example 2 Assume: Flow Coefficienln - 0.013 Pipe Size == 8 inch Flow rale c= 0.5 cu. fUsee. Example 4 Assume: An 8-inch dlameler pIP inslalled al a slope of 1 give a minimum full flol ",....rllIn.., ,""0...,1 n t:.OA" Example 3 Assume; Flow CoeffiCient n - 0013 Stope -- OJ 11/1000 II Flow rale c- 0 5 cu_ fUsee. BASIN 1 MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 22'.9560 P.O. BOX 89039 POATLAND, OREGON 97201 FAX 1503)226-1285 -J.10:d 2'1-") 1 JOB NO. '2.'7 0 4-1 '-= SHT.B,J _OF BY OATE u @MACKENZIE ENGINEERING INCORPORATED 1990 All RIGHTS RESERVED -;!r-t.t of!- CoN ~Q-t7 f?A1i""J<.! lJA- 5 H-I I,' (= L- bo V L.;: ISo 5f"..=:<Ef Ao.vJ T= ( ) ".Y O. '11.. 11 L (R.) <>.J (S.) o,y. OIJ n . L = f.. . I!{O Z.'Z..- 5,,' 0.'-"'3 7= o,'{-'- (0..3* 15'<.:>.) ...3 (2. .2) ~.S" ( a.D:!.) 0.'1 2. 'f, 'Z.. /hIP, (.eXi5f/~J U5lId,hQ,) = c/~vebp~c/ CJvr d. 1= ( )"'J> o,~z. D.cllll! (2..:::. + (2. ,2 )". J ( 0, <:> "1. ) ','f ( d~ uel,?~J ) 5~ 3* ~= = 2.0 ft'1.' . 1)1 . BY OATE n MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND. OREGON 97201 FAX (503)228-1285 JOB NO. SHT. B.z.. OF @MACKENZIE ENGINEERING INCORPORATED 1990 AU. RIGHTS RESERVED SPECIFY STORM OPTION' 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER, FREQ(YEAR). DURATION(HOURJ, PRECIP(INCHESJ 2,24,2.2 c:\ 'F.Sr\~It"'-lle'};"f1 ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ......... 2-YEAR 24-HOUR STORM .... 2.20" TOTAL PRECIP. ......... ENTER, A(PERVi. CN(PERV), A(IMPERVi. CN(IMPERV), TC FOR BASIN NO. 1 .46,82,0,01 .4 DATA PRINT-OUT' AREA(ACRES) .5 PER\JI OUS A CN .5 B2.0 IMPERVIOUS TC(MINUTES) A CN .0.0 .4 VOL (CU-FT ) 1309 FOR STORAGE OF COMPUTED HYDROGRAPH' . ___~S"TFV STORM OfTIOL_.-. 1 --.----.---- S.C,S. TYPE-1A RAINFALL DISTRIBUTION ENTER, FREQ(YEAR), DURATION(HOURJ. PRECIP(INCHES) 2,24,2.2 ********+***~******+ S.C.S. TYPE-IA DISTRIBUTION **+*************~*** +******** 2-YEAR 24-HQUR STORM ++++ 2.20u TOTAL PRECIP. ********* ---------------------------------------------------------------------- .- , . ' ". ENTER, A(PERV), CN(PERV), A(IMPERV!, CN(IMPERV), TC FOR BASIN NO. 1 ,46,82,0.0. .4 DATA PRINT-OUT' AREA(ACRES) PER\)!OUS IMPERVIOUS TC(MINUTES) A CN A CN .5 .5 82.0 .0 .0 .4 '. ". . '-. PEAK-Q(CFS) T -PEAK ( HRS ) VOL< CU-FT ) , . , .10 7.67 1309 " . -fttTERld' ][pathJfilenaMe[ .ext] FOR "STORAGE"O-F COMPUTErfHYDROGRAPH,----' . B.; SPECIFY STORM OPTION' I S.C.S. TYPE-IA RAINFALL OISTRIBUTION ENTER' FREQ(YEAR), DURATION(HOUR). PRECIP(INCHES) 2,24,2.2 C- ~\ ts,\,SIN I d ./il-'j ******************** S.C.S. TYPE-1A DISTRIBUTION ******************** ...**.*.. 2-YEAR 24-HOUR STORM .*.* 2.20" TOTAL PRECIP. **..**... ENTER, A(PERV), CN(PERV), A<IMPERV), CN(IMPERV), TC FOR BASIN NO. I .12,80,.34,88,.035 DATA PRINT-OUT' AREA( ACRES) PERVIOUS IMPER\)]OUS TC(MINUTES) A CN A CN .5 .1 80.0 .3 98,0 .0 PEAf;-O( OFS) T -PEAK ( HRS ) VOL< CU-FT ) .25 7.67 2734 ENTER [d'][ pa \ h]f i 1 enaMel . e>: t] FOR STORAGE OF CO~IPUTED HYOROGRAPH, * . g.4- SPECIFY STORM OPTION, 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER, FREO(YEAR), DURATION(HOUR). PRECIP(INCHES) 25,24,3.69 c.. ~\ B.:\'SI~ 11..".111'-\ .******************* S.C.S. TYPE-IA DISTRIBUTION *+*****************+ ......... 25-YEAR 24-HOUR STORM .... 3.69" TOTAL PRECIP. ......... ENTER' A(PERV). CN{PERV), A{IMPERV). CN(IMPERV). TC FOR BASIN NO. I .46182,I~L0,.4 DATA PRINT-OUT' AREA(ACRES) IMPERVIOUS TC(MINUTES) A CN .0 .@ .4 .5 PERVIOUS A CN .5 82.0 E FOR STORAGE OF COMPUTED HYDROGRAPH' VOL{CU-FT) T -PEAK (HRS ) Q1.{ 7.67 [d' ][pathJfilanaMe[ .e,d] 3241 SPECIFY STORM OPTION' 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER' FREO(YEAR), DURATIDN(HOUR). PRECIP(INCHES) 25,24,3.69 c\ i3,~5!N lid *+*****************+ S.C.S. TYPE-1A DISTRIBUTION *********+********** ......... 25-YEAR 24-HOUR STORM .... 3.69" TOTAL PRECIP. ......... ENTER' AiPERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I .12,80, .34,98, .035 DATA PRI~IT-OUT' AREA(ACRES) PER\JI OUS A CN .1 80.0 IMPERVIOUS TC(MINUTES) A CN .3 98.0 .0 .5 T -PEAK ( HRS ) 7.67 VOL( CU-FT ) 5044 FOR STORAGE OF COMPUTED HYDR06RAPH' -.w' Jill i B,S 'l'''lS 00.01 OO.O! 00.9! on! 00.11 OO.O! 00.0 00"9 on 00"1 00. +-~_._------.----+---------+---------+-------+----------....-----IfIU....IU..I.I...II..I!I\(II..IIl(J(lIlt****~ 00' ** I r I I H*'H11(l1.1I1l...U..lll.llll.Jl..UIiUIl..Ull.lllUU....Xllll...)( I-- I ** I I I I I I I I I I I I I I I I I I I **- **1 I I I I I I I I I . . I I I I I I I I I I . I I I I I I j I I II I I I I I I I I I I I I I I I I I I I I I I I I +----------+------+--------+-------+------+----------+_---------+-------+--______+___________t 80' I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I J I I I j I j I I I I I I I I I ] I I I ] J I I I J j I +-------+--------t--------t--------t----------+-..---------+-----------+----------+---------+-----------+ 91' I I ] I j I ] I I j ] I I I ] I I I j I I I I I ] I ] I I I I I I I I I (SJj) I I j j j I ] I I I I I I I I I I I 0 I I I I I I I I I I I I I I ] I I I j I I I I I I I I I I +-----------+---------t----------t-----------t--------t__________t__________+___________t___________t_______----t ~Z' I I I I I I I ] I I I ] I I I I ] I I I I I I I I I I I I ! I ! I I I I I I I I I I I ! I j I I I ! ! I I j ! I I I j I I I I I I I I I I I ! I I I I ] ! I I I I I I j I I I +-----------t--------t--------+----------t---------t__---------t----------+----------.----------+-----------+2f. I I I I I I ] I I I I I I I I I I I ] I I I I I I J I I I ] I I I ] I I I I I I I I I I I I I I I ] I I I I I ] I I I I I I I I j I I I I I I I I I I I j I I I I I ! ! I I I I I I ] I I j I I I I I +__________.-____+________+_______+__________+________+_________+_____+-____+_________+ GIro "IP!UISeq\:j" I 101dHdH!90!01Jl L'S ***********KK)(~ 111)(..)( ] ] ......... I I I ] ] ] I I **4*HH*H************* ] .._] ] I ] I Knill ulun * * II ***** I ...... I I I I I II *1* . J I I ] I 1 ] ... I ] I ] I I I J ] ] I ***] I ] I +---------+------+---------+---------+---------+--------t---fl------+-----...---+----------t----------- + ao. I I I I I - I I I I I ] ] ] I I I J I I ] ] I I I ] ] ] ] ] I ] I I I ] j ] ] I J I j I j I- I j I I I I I J ] I I ] I I ] I ] I I ! I ] J ] ] j t-----------t----------t----------_t__________t_______-+----------+--*-------+-----------+-----------+----------+91" J j I J ! I I ] j ] j I ] ! I j I I I I I j I I I ] I I J I J I J ] I (SJJ) I I j I I I ] j ] I I I ] i I I I I fi j I ] I I j I I ! I I I I ! I I I I j I I I ] I +-----------+-----------,.--------t--------+-----------+----------t----------+-----------t----------t----------+ ~Z. I I!' I I I I I I ] I i ] I I j I I j I I I I j j I I I I I I I ] I I I I i I j j I I I I I I ] ] I I I I ] ] I I I I ] +----------t---------t---------t-----------t---------t-----------+-----------+---------t-----------t-----------t 2f:. j I I I I I I 1 ] 1 ] I j I I I I I I I I I ] I ] I ] I I ] ] ] I j I j j I I ] ] ] ] I ] I ] I I ! I I I j I I I I ] ] I I ] I ] I I I ] I ] I I I ] ] J ! I ] ] I I I I I I I I I I I I ] ,....---------+--------+----~----+-----+------+----------+-.;.---------+----------+---.-------+--.---~~--+ O~. "IrP1UlSeq\:J . _ 101dHdH!90!OIJl ~.'t3 on 00"&1 On1 00"11 00"Z1 00"01 00"& on on on 00" +-------~--+--------- f----------+-----------t---________+_______t______+___---1(_11.1( 1(.1111(1(1( r.Xllli*lHtlHHl****'** 00' I I I I I ... I I I I I I I I.... I I I MUUIOIllUU1UUliUU)UUI( I I I .... I I I I I UIUlfUUUII ********** I I I I I I I I I . I /lKUJJT~~lU" I . I ... I I I I I I I I ........... I I ] ] I I I I I I I I I I ] j I I .1 .. I j j I I j I I 01 I I I I +----------+-----------+-----------t-----------+-------____+__________--------+---------+-----------t---------~-+ OT' I I I ! I I I j I I I I I I I I I I I I I I I I I I I I I I I I I i I j I j j I I I I I I I I I I I I I I I . I I I I I I I I I I. I I I I I I I I I I I j I I I I I I I I I I I I +--------+-------+-------+-----------+-------+---------t--------,j.----------t----:-----+---------+ OZ' I I I I I I I I I I I I I I I I I I j I I I I (SJli I I I I I I j I I I I I 0 I I I I j I I I I I I I I I I I j j j. I I +------.----+-----------+-----------+-----------+----------+----------+-----------+-----------+-----------+-----------+ Of' I j I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I +--~---+-------+----------+--------t----+--------+__----+---------+-----------+----------+ O~. I i I I I i I I j I I I i ] I i I I I I I I I I I ] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I +--____+-_______+_________+-_____..+--____+____+_____+______-+--------t--------......+ OS. IIJPlIUlS"I\'3' . JOldHdH!90!01Jl ~'a 00"02 oo"a\ 00"91 onl onl 00"01 oo"a 00"9 on on 00" +-~~w______+______+___~___+_____w___+________+________--+----------+---------+---------+______****** 00' I I I I I I I I I I *" I I I I I I I I I I I.... I I I I I I ] I I I .... I ********************* I I I I ] I ] ...... I ll.u......X.llUllU.U.U..lOIX I ] I I ...... ] I I ] j I ...... I I J IIUiill][nxIlUXII~ j J ... I J I I uuurrnu j ...1 I I I I I I J ] +-----------t----------t----------t-----_____+________--t-----------+-----------t----------+----------t-____------t or" I I j I r I ] I J J I I I I I I I I I I I J ...1 . ... j ] I I J J I I .. I ] I ] j I j I J 1 t----------t----------t----------t-----__+-_________+__--------t-----------t----------t-----------t-----------t OZ' J I I J I I I ] ] I I ] r j I I. I j ';SJJ) ] ] ] I ] I J I ] j I I ] ] I I J I J J I I I I ] I I . I j t-----------+-----------t-----------+----------t-----------t-----------t----------+-----------t----------t-----------tuf" I I j j j I I j I ] j r I I j I I I ] I I ] j I I I I j I I I j j I I I I J I I I I J J I I J I I J I I I J I I I j J ] I ] I I J I I j j ] I ] I ] ...---------+---------+----------+-------~--+---------+-----------+~--...-----+----------+-------..~.+----------+ O~' I I I I I I J I ] I j I j I j ] j j j I j I J j I j I I I I I I I I I j ] I I I I I I I I J J J I I I I I I I ] j ] I I I I I I I' I J ] I I I I I I I I I I j I ] ] J j I I I J j I I +-.------~+..-.----+------+-..------+-------+--~.~~~--+.----------+--.-.~---+---------+---------+ OS. ulrPliuISQq\:j 0 . 101dHdH!90!OIJl 7 - PLOTHYO 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION, 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY ld' llpathlfilenaMel.extl OF ROUTING DATA C'\route1.tiM DISPLAY ROUTING DATA iY or N)? y ROUTING DATA' STAGEiFTl .00 1. 00 DISCHARGEiCFSl .00 .05 STORAGEi CU-FT l .0 637.0 PERM-AREAiSQ-FTl 450.0 825.0 AVERAGE PERM-RATE' .0 MINUTES!INCH ENTER ld' ]lpathlfilenaMel.e.tJ OF COMPUTED HYDRoGRAPH' ROUTING DATA' STAGEiFTl .00 1. 00 OISCHARGEiCFS) .00 .05 STORAGEi CU-FT l .0 637.0 PERM-AREAiSQ-FTl 450.0 825.0 AVERAGE PERM-RATE' .0 MINUTES!INCH ENTER ld' llpathJfilenaMel .e,dJ OF COMPUTED HYORoGRAPH' C'\basHl1d.tiM INPUTED ROUTING-DATA HAS BEEN EXTRAPOLATED. INFLOW/OUTFLOW ANALYSIS, PEAK~INFLOW!CFS) PEAK-OUTFLOWiCFS) oUTFLOW-VOL!CU-FTl .25 .05 2539 INITIAL-STAGE(FT) TIME-OF-PEAKiHRSl 100.00 8.67 PEAK STORAGE'~0 CU~ ENTER ld' JlpathJfilenaMel.extl FOR STORAGE OF COMPUTED HYDROGRAPH' ~b~0FT) 101.09 3,10 ENTER [do ][pathJfilanaMaC.a"tl OF COMPUTED HYDROGRAPHo Ci\basinlld.ti!'l! INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) A B .47 .06 .24 OUTFLOW-VOLiCU-FT) A B 3580 1184 INITIAL-STAGEIFTI TIME-OF-PEAKIHRS) 100.00 7.83 PEAK-STAGE-ELEVIFT) 101. 30 REQUIRED STORAGEo 800 CU-FT FOR DISCHARGE POINT Ao ENTER [do ][pathJfllenaMe[ .axtl FOR STORAGE OF COMPUTED HYDROGRAPHo CO\5torel.tiM FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y FOR DISCHARGE POINT Bo ENTER [do ][pathJfilenaMe[.ext] FOR STORAGE OF COMPUTED HYDROGRAPHo Co 8,\\ ":5(<.J,~G..e=-- fVj2. BM/I-\ \ 0':;' ~"" , I L:::::: I' ~I l= 3 .. / 1:".' L == 7,:;-1 1 AJ2~ a 0' " (,.,.: '-= ;. Slc>~ rp Cfst:> Afl~<2 (' I( /- c;.~ == 'be. 8-z.S- :; A1<-~4 I-:{I ::- ('"l,e, " <-~ "'" 8.10> /013 C!. /16(.. CE- I' :; '51"'- c.f '-7-,7 tloL 6' (,j' "- /'(;'17 BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503)228-1285 JOB NO. SHT.8,1'I.- OF 'C" MACKENZIE ENGINEERING INCORPORATED ~ 1990 ALL RIGHTS AESERVEO Df2/rlc-e: j)IA !3,A5IN I Q :: c..A 1'z.th h ., I ) c ::. O. ~"L 9= 0, Dr; A -= 0, oS" (Q,'w,....) (7. i' I) o,{ :; D. 010 51 ~ I, <f:;- //1 .... A dL ::. /,'.tS (lower ) : 1('1 ) d = l 3 c'.:. /11 @. .h:, I-S' (o,Goz.)( I..l, ct.,) V- L "1 0, Obo";' c.h , /.5; -, ) Q:. = Qs = O,t..j 0.060, - c>. '2..:Z- ') <::. f-J ( O/<..-z.) /l 1/ t 'i ' ~.s- I 0,'2.2,;> :: A :;: b.oea5/ '" 9, '-;7 In '1.. .11 ::: 7T 1: - a ~7 1-1 l' ~ I.~ .:/ :: 3. 't S' /11 ( vl/e/ ) ) BY DATE mJfll] MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 9720115031224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 226.1265 JOB NO. SHT. 8,13 OF fc\ MACKENZIE ENGINEERING INCORPORATED '& 1990 ALL RIGHTS RESEAVED G~ss C. II-! E{l SWh€: 8ASJ..J f ~~1 ' t"HM )l )Svr-1~ 4,: n =- d-= S,.. w~ ~ ....---:: 3 O. '2.~ c:h o.c,5 <f- " /Jf o-y /% ;]' ( lip- p~ <0) Q= t'fP. A ft Y" SK. o ) /, 'ffi> ( . ) Ie.. AF Y, () '- (' ~ O.e/) . O.OS 1- A"" g 3d + 3d ;:::" I.;. ( 3 d '+ J of )""1. 3 t C-d) 0, II ~ r( -=- /, ?~ 'J O. C>B<f~ v.; ;; ,4/2 ., d-::. BY DATE u JOB NO. SHT. .8.14- OF MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND. OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND. OREGON 97201 FAX (503) 228-.285 @MACKENZIE ENGINEERING INCORPORATED 1990 ALL RIGHTS RESERVED BASIN 2. MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 228.1265 -rw~ 2.J."}/ JOB NO. 2..'7= 4 I L.o SHT. '7. I OF BY DATE u @ ~~KAtZ~~G~T~~~~~~~E~COAPOAATED !5C.S/1rt -z. L- ~ IcJ c> I ) 5., 'If Ic..>o' o. J =- () olf R"'" 2..'2.. H=- J T = ( ) G.a 0.7'2. 0.3 '#- /Q~ (z.'t.) ...5 (0. C><f) a.Of- ( eX'5hny C<iJt.d1'hw..) ~ /Sti~ /111'1 /~ 4L 5l:l' c?. ') '/ S~ ~ 2..s M/iJ ( d<:v~/~d) BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLANO. OREGON 97201(503) 224-9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503)228.1285 JOB NO. SHT. Cj."2.. OF 'C' MACKENZ!E ENGINEERING INCORPORATED ~ 1990 ALL RIGHTS RESERVED SPECIFY STORM OPTION' 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER, FREQCYEAR), DURATIONCHOUR), PRECIPCINCHES) 2,24,2.2 ******************** S.G.S. TYPE-IA DISTRIBUTION ******************** ......... 2-YEAR 24-HOUR STORM .... 2.20" TOTAL PRECIP. ......... ENTER' ACPERV). CNCPERV), ACIMPERVI, CNCIMPERV). TC FOR BASIN NO. 1 .59,82,0,0, .26 DATA PRINT-OUT' AREA.( ACRES) .6 PEAI< -Q ( CFS ) .12 PERVIOUS A CN .6 82.0 T-PEAr: (HRS) 7.67 IMPERVIOUS TC(MINUTESi A CN .0.0 .3 VOLCCU-FTI 1678 ENTER Cd' HpathJfilenaMeC .e,d I FOR STORAGE OF COMPUTED HYDROGRAPH' SPECIFY STORM OPTiON' 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER, FREQCYEARi, DURATIONCHOUR), PRECIP(INCHESI 2,24,2.2 ******************** 5.C.5. TYPE-!A DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.20u TOTAL PRECIP. ********* ENTER' ACPERVi, CNCPERVi, AlIMPERVi, CNeIMPERVI. TC FOR BASiN NO. 1 0,0. .59,98, .042 DATA PRINT-OUT' AREACACRES) .6 PEAK-QlCFS) .41 PERVIOUS A CN .0 .0 T-PEAKe HRS) 7.67 IMPERVIOUS A CN .6 98.0 TCC MINUTES i .0 VOL C CU-FT i 4225 ENTER ld' IlpathlfilenaMel.extJ FOR STORA6E OF COMPUTED HYDR06RAPH, ~.~ SPECIFY STORM OPTION' 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER, FREQ(YEAR). DURATION(HOUR), PRECIP(INCHES) 25,24,3.69 ---------------------------------------------------------------------- .******************* 5.C.5. TYPE-in DISTRIBUTION ******************** ......... 25-YEAR 24-HOUR STORM .... 3.69" TOTAL PRECIP. ......... ---------------------------------------------------------------------- ENTER, A(PERV). CN(PERV), A(IMPERV). CN(IMPERV). TC FOR BASIN NO. 1 .58.82,0,0, .26 DATA PRINT-OUT' AREA(ACRES) PERVIOUS A CN .6 82.0 .6 PEAK-Q(CFS) T-PEAK(HRS) .37 7.67 IMPERVIOUS TC(MINUTES) A CN .0.0 .3 VOl( CU-FT ) 4156 ENTER [do ][pethlfilenaf'le[ .e;<tJ FOR STORAGE OF COMPUTED HYOR06RAPH' SPECIFY STORM OPTION' 1 S.C.S. TYPE-1A RAINFALL OISTRIBUTION ENTER, FREQ(YEAR). DURATION(HOUR). PRECIP(INCHES) 25,24,.3.69 ******************** 5.C.5. TYPE-1A DISTRIBUTION ***********.******** ********* 25-YEAR 24-HOUR STORM **** 3.69" TOTAL PRECIP, ********* ENTER' A(PERV), CN(PERV). A(IMPERV). CN(IMPERV), TC FOR 8ASIN NO. 1 0,0. .59,98. .042 DATA PRINT-OUT' AREA( ACRES i PERVIOUS A CN .0 .0 .6 PEAK-Q(CFS) T-PEAK(HRS) .70 7.67 IMPERVIOUS TC<MINUTES) A CN .6 98.0 .0 VOL(CU-FT) 74.01 ENTER [do J[pathJfiIenaf'le[.extJ FOR STORAGE OF COMPUTED HYDROGRAPH' 1.'f S'b 00"02 00"01 OO'Sl onl onl 00'01 00'8 00'9 on on 00' ..------...------+----------+-----------+-------+------t--- IIlUIlIlII.IlMlIIIlUIlIIIlIlIlIIlIlIlIIlIIlIlIIlIlr.******** 00' I I I I I I I ] I ] I .. I I I I I I I I I I I I I I I I I llunUUllll Ill1lUIlUlUllllllllll**'****** . I I . I I I I I I I I ***'******* H..HHUlIlIllllU lllllUUlIUJllIll I .. I I I I I I ] ] I I I t-----------+-------___+___________+___________+______----t--------H+------+---------+----------+-----------... ~O' I ] I I I I I I I I I ] I I . . ] I I I I I ] I I ] I ] . I I I I I I 1 ] I I I I I ] I I I I ] I I I I t-----------+-----------+----------+------_____+______-----+-----------+.--------;---------+---------t----------.. 80. I I I I I i I I i j I (SJJ) ] ] I I I I I ] i I I ] ] ] I I i I I I +----------- +-----------+----------+----------- +---------+---------+-+---------+-----------+-----------+-----------+ zr I I I I I I I I I I ] I I ] I I I ] I I i i I I I I ] I I I I I I I I I I I I I j ] I I I I I I I I i I I I I I I I ] I I I ] I I I I I I I ] I I ] I i I I ] I I i I I ] ] I I I I ..-----------t-----------t----------t----------t-----------t--------+----------+----------"'--.-----.~"'-----------+ 91' i I I i I ] ] j I ] I I I I ]] ] ] I ] ] I I I I ] I ] i I I ] I I I ] I I I I I ] I I I ] I ] I I I I I I I I I] I ] I I +---.~.~---+---.---~-+-----------+~-.-..-----+---------+.------+-------+-------...---.~---+---------+ OZ' ulp2urs'Q\:J o. 101dHdH!90!OIJl ""I'b 00"02 DO'SI 00'91 u0. ~ I \S~Hj ].:~l CO' Zl OD"~! i uD' 8 009 on uO"Z vii +~._-_.t--_...t..----..-_.t._________+-___+-_______.+_.__------+---------+----------t--********** 00' I I I I I I- I I I I I ..... ~..llHU.l1U. lIl", I I I I *lHH+l I I .''***If*****,,,,"~ I I I H'" I I **.*** ] I "" I I ..l.... I I .... I I j ~-*. ] <f~' ] j I I I j I j .-__________t___________t___________.___________t_..___-----+--------~...-----*...--_+---________+-----------+-----------+ ui' j I I 1 "i .. I ] I I ] I I I j .-----------t___________..___________.___________+____,_______".__________t___________t______________________-t-----------+ OZ' ]. (SJJ) I 1 j I I t___________t___________.___________t___________t_____------t-----------t-----------t-----------.-----------t----------.. ufo I I I j I I I i I I I j I I I I I I I I I I j I I , I ] j I I I j I I I I I j I I I I t----..---,..---------.+.-~----.-+---.--...------..----..--+----------+-----------+--.--------t-------..-t Qt' i I- I I j I I I I I I I I i I I I I I r I I I I i I I I j r I ] I I I I j I j I j ] I I +_________t_____..____t__________t_________t__________t-.________t___________t__________t___________._______----1' OS' U~rpzUg~\:J = * lOld HdY~jG~OAH L'1o (S~H) J~Il Dfr:z OO.Bl uu'Si Du"H OO.ZI i;D.Ol OO.B 00"1 00'; 0rz DO. +----------.t.---------t-..--------t---________+______-----t-----------t-----------t-----___.._,........**............"!loot" GO' 4!+H"*'H+H********H I I I I ... .. i i- j -1 H......*__ I --....., J , j .. j J I j j I ................ ....~H+... .. " . .----.------;.-----------t-----------~-------____~__-__------t--------+-t----J------t-__________t___________t_----------t DT' Ii . i .. i . i. ------------t-----------t-----------t-__________.._____------t-----------+-----------t----_______._____________________.__t 02" i..,.. iSD) ------------t-----------t-----------t-----------t-----------t-----------t-----------t--------___t___________t-----------.oUi j j j I I j j j I j j I I I j I I j I I i I I j j I I I I I I j J' I I I I ] j I I j j j .----------~+....-.-----+-------.---+-----------+_____------t-----------t-----------t__________t___________t-__________t n.' +------____+___________+___________t___________t______-----t-----------t-------____t___________+___________t-----------+ OS' i"i1:r;ZZliT;;;q\:J: * IDld H~~~80~uAH S'f, DO'uZ OOBl ~O. 91 00"11 (iIH) jUii 00.21 00"01 00"8 00.9 00"1 on 00. +--------~-.+.-.-------+------+-----+------+----------,.,.---------+..-------+---------t-------****ll Ou' I I ],- I I I ...... j ...... un.:;HI1_<'fff. I I n~I I .. . I.. " f fi ......Jt*"H..... I I HH<tiHH I "j;"~,,'f***!t I jl-lIoMH I * .I* * * * I ....a I I i j I..r "'**1 ....,. .-----------~-----------.-----------+--_________t-,---------0-----------,-----------.-----------+--------___..-----------+ uZ' . ,. j I i i j j i I j i I'" j j i i .-----------------------.-----------------------.-----------..-----------+-----------+-----------t-----------t----------.+ G~. j j' I iiJii o j t-----------t___________t_____,.___t__________t__________t___________t__________t___________t__________t___________t 09' j I I I I I I I i I I i I I I I I I i I I i I I j I 1 j j 1 1 ] I ] i I I i . I I I I I I i I I I i I I I I I I I i I I I I I ] I I I j 1 1 1 1 I I I ;.----------.t---------t------.___t_._________t.._______-t-....-----..---------t-..-------..----------+-----------t os. I I j I i ] I I I I I I I I i I I i j j i I I I I I I I I 1 I I I I I J I I I I I I I I i I j I 1 ] 1 I I I i I I I I I I I I ] I I i j i I j I I I , I J I I I i I , +___________+__________..___________.___________t_____------t-----------+-----------+-----------+-----------+-----------+ UlfL ~q.:'::'~:;;:.~\_:.J ~ . 7 - PLOTHYD S - DATA 8 - RDFAC 10 - RETURN TO 005 ENTER OPTION' 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY Cd' ][pathlfilenaMe[ .ext] OF ROUTING DATA C:\route2.tif"'l DISPLAY ROUTIN6 DATA (Y or N)? y R.OUTING DATA' STAGE( FT i .00 2.50 DISCHAR6E(CFSi .00 .06 STORAGE ( CU-FT ) .0 1257.0 PERM-AREA(SQ-FTi .0 .0 AVERA6E PERM-RATE' .0 MINUTES/INCH ENTER [d'][ pa t h Jf ilenaMe[ . e;d 1 OF COMPUTED HYDROGRAPH' ROUTING DATA' STAGE( FT i .00 2.50 DISCHARGE(CFSi .00 .06 STORAGE(CU-FT) .0 1257.0 PERM-AREA(SQ-FT) .0 .0 AVERA6E PERM-RATE, .0 MINUTESIINCH ENTER Cd' HpathlfllenaMe[ .e;d] OF COMPUTED HYOROGRAPH' C; \be.sin2d.tifYl INPUTED ROUTING-OATA HAS SEEN EXTRAPOLATED. INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) .41 .07 3611 INITIAL-STAGEiFT) TIME-OF-PEAK(HRSi PEAK-STAGE-ELEV(FTi 100.00 10.50 102.76 PEAK STORAGE' 1380 CU-FT ENTER Cd' ][pethlfilenaMe[.extl FOR STORA6E OF COMPUTED HYDROGRAPH' '1:7 8 - ROFAC 10 - RETURN TO DOS ENTER OPTION' 4 RESERVOIR ROUTING ROUTINE W/SPLIT-OUTFLOW SPECIFY Cd' HpathJFilenal'leC .extl OF ROUTING DATA C:\route22.tiM DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA' .00 2.50 5.00 DISCHARGE(CFS) A B .00 .00 .06 .00 .08 .28 STORAGE(CU-FT) PERM-AREA(SQ-FT) STAGE(FT) .0 1257.0 2514.0 .0 .0 .0 AVERAGE PERM-RATE' .0 MINUTES/INCH ENTER Cd' J[pathJfi1enal'leE .ext] OF COMPUTED HYOROGRAPH' A B .00 .00 .00 .0 .0 2.512) .06 .00 1257.0 .0 5.00 .08 .29 251",0 .0 AVERAGE PERM-RATE, .0 MINUTES/INCH ENTER Ed' J[pathJfi1enal'le[ .e;d] OF COMPUTEO HYOROGRAPH' C:\basin22d.tiM INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) .A B . 70 .07. 17 OUTFLOW-VOL(CU-FT) A B 4534 1978 INITIAL-STAGE(FT) TIME-OF-PEAK!HRS) 100.00 8.00 PEAK-STAGE-E~EV(FT) 104.01 REQUIRED STORAGE, 2010 CU-FT FOR DISCHARGE POINT A' ENTER Cd' J[pathJfllenal'leE .ed ] FOR STORAGE OF COMPUTED HYOROGRAPH' "'.I~ 012/ f'lc~ f) / A - BAS /rJ 2. : Q = c.A 1) 1-Jt, h : 2..~ ) c ~ O.b'L cf)= 0,0(,:, A 0, of.:, :. r'~ (O,I.,-z.-)( 2 'j ,'jot.S 5f l.a; "'- :: 0, QDilc -= IN A ~r- 1.'0 ~ J .: 1,/'1 " ( low~) - 1(_ = ) q.. € h-=-S"I Q =- (0, b~ ( O,OU7lc.) 1/2'1' ;- .:: D. 0 B'iJ .::::r:s 98 - 0,37 - o 2..8"" , D, oB 7<..3 cfs :0 0, '2.140 :: (0.101..) A 1/?.' r 15' A ". 0,o3&.'f sf dt A = tr - -= 5',<.";,) 't ~ S,'Z3 5" '- /;.J ) c/~ " '2,5" B (U;>I'~r) BY OATE [I] MACKENZIE ENGINEERING INCORPORATED 0690 S.w. BANCROFT STREET PORTLAND. OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND. OREGON 97201 FAX (503) 228.1285 JOBNe. $HT. "}l , OF @MACKENZIE ENGINEERING INCORPORATED 1990 ALL RIGHTS RESERVED b/.\SI!'---\ 3 BY DATE u JOB NO. MACKENZIE ENGINEERING INCORPORATED 0690 S.W. F3ANCROFT STREET PORTLAND, OREGON 97201 (503)224-9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (:503) 228.1285 SHT. 10. \ @ MACKENZIE ENGINEERING INCORPORATED 1990 ALL RIGHTS RESERVED -r~ 2.'. '11 2..'104-Ha OF SAsuJ ]': I /0 0 ,D533 L::- /7..1::.:. s=- - ) /"2. <:::,. R. = Z."L YI - D,~ ) ;= 0, 'f2... (6. '3 ~ /"Z-,J o,~ (V2.) c>.~ ( o. D e:)3~) c>,j" -= 13.~ f1lrY (ex/57.) T ( ) <>.l?I O/'f'2. 0,0// -:l!' /Z.C_ 1- 5Q 3"'" l..'C:I. (2.'L) ..5" ( 0. c,7) o.<f = 1.'= HI,.} ( ()~u.) BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND. OREGON 97201 (503)224-9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 228.1285 JOB NO. SHT. 10 '2.. OF @ ~9~KA'i~Z~~G~T~I~~~~1~~EI~CORPOAATED SPECIFY STORM OPTION' 1 S.C.S. TYPE-l A RAINFALL DISTRIBUTION ENTER' FREQIYEAR), OURATION(HOUR), PRECIPIINCHES) 2.24.2.2 ******************** 5.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.20~ TOTAL PRECIP. ********* ENTER' AIPERV}, CN(PERV), AIIMPERV), CN(IMPERV). TC FOR BASIN NO. 1 .614,82,0,0,.225 DATA PRINT-OUT, AREA(ACRES) PERVIOUS A CN .6 82.0 .6 PE.!\K -Q ( CF5 I 17, T -PEAK I HR5 ) 7.67 IMPERVIOUS A CN .0 .0 TCIMINUTES) .2 VOL I CU-FT ) 1747 ENTER [d'][ path If i lena",e[ . e,d] FOR STORAGE OF COMPUTED HYOROGRAPH' SPECIFY STORM OPTION' 1 S.C.S. TYPE-IA RAINFALL DISTRI8UTION ENTER' FREQIYEAR), OURATION(HOUR), PRECIP(INCHES) 2,24,2.2 ******************** 5.C.5. TYPE-IA DISTRIBUTION ******************** ********* Z-YEAR 24-HOUR STORM **** 2.20" TOTAL PRECIP. ********* ENTER' AIPERV), CN(PERV), !$IMPERV). CNIIMPERV), TC FOR BASIN NO. ! 0.0. .614 f 98 I .022 DATA PRINT-OUT' AREAl ACRES) PERVIOUS A CN .0 .0 .6 PEM: -Q ( CFS I .42 T -PEAK ( HRS ) 7.67 I MPER$j OUS A CN .6 98.'~ TC(MINUTESI .0 VOL ( CU-FT ) 4396 ENTER Ed' l[pathlfilena!'le[.extJ FOR STORAGE OF COMPUTED HYDROGRAPH' JQ,:, S~ECIFY STORM OPTION; 1 S.O.S. TYPE-1A RAINFALL DISTRIBUTION ENTER, FREQiYEAR), DURATION(HOUR), PREOIP(INOHES) 25,24,3.69 ***~.*.*~*********** S.C,S. TYPE-1A DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 3.69H TOTAL PRECIP. ********* ENTER' A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .614,82;0,0,.225 DATA PRINT-OUT, AREf\(f\CRES) PERVIOUS A CN .6 82.0 .6 PEM:-Q( OFS) .38 T -PEAK ( HRS ) 7.67 IMPERVIOUS f\ CN .0 .0 TO, MINUTES) " .'- l)OU CU-FT ) 4325 ENTER [do ][pathJfi1enaMe[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH' SPECIFY STORM OPTION' 1 S.C.S. TYPE-IA RAINFALL OISTRIBUTION ENTER' FREQ(YEARl, DURf\TION(HOUR), PRECIP(INCHESi 25.24.3.69 ******************** S.C,S. TYPE-1A DISTRIBUTION ****~*************** ********* 25-YEAR 24-HOUR STORM **** 3.69" TOTAL PRECIP. ********* ENTER, A(PERVi, CN(PERV), A(IMPERV), CN(IMPERVl, TC FOR BASIN NO. 1 0,0; .61.1,98. .022 DATA PRINT-OUT' AREA(ACPES) PERVIOUS A CN .0 .0 .6 PEAK-Q(CFS) .73 T -PEA': ( HRS ) 7.67 IMPERVIOUS A CN .6 38.0 TC( MINUTES) .0 ()OL ( OU-FT ) 7702 ENTER Cd' ][pathJfilenaMe[.ext] FOR STORAGE OF COMPUTED HYDR06RAPH' la_'f 1IV0iOGiRPHPLOl . , C:\basln3e.tin .20 ~_w_________+________--+__________+___________+_________-;.----------t-----------t---------t------t-----------+ I I I I I I I I I I I I I I I ! I I I I I I I I! I I I I I I I I I I I I I I I I I I ! I I I I I I! I I I I I I ] I ] I ! ! ! I ! I r .16 + -----------+---------_t----------t---_-------t-----------+-----------+----------+-----------+----------t-----------+ I I !] I ! I I ] ! I I I ] ! I I ! I I I I I I I I ! I I] I I I ! ! I !! I I!! I I I I I !] I I I I! I I! I I ! >I! [ I I ! ! I I! I !!! .12 t-----------t----------+----------+-----------+----------t-----------f-----------t-----------t-----------t----------+ ! ! ! I I ! 0 ! ! I ! (frS) ! ! I ! I ! I . 08 +-----------t-----------t-----------+----------'lI't-----------t-----------+---------+----------t-----------+-----------t I ! ! I I ! I ! ! ! ! ! I ! I I ! I I ! I . I I [ I I ! ! I I [ ! ! ! ! ! ! ! ! ! ! ! I I ! I [ I I I ! ! [ ! ! ! I . . ! I I ! ! I I ] I I I I r r ! I I I I I I I I .01 +----------.----------+-----------+-----------+**--------+*--.0--------+-----------+----------+-----------+-----_____+ I ! I I I I [ r I I I I I I .. I *'******** '* 11l 1llllllilWIIIWltllllllll-lllllll .... ! I I I I I I ] I I . I ........ ! XlIXUltUnUUxultllXX I I ! ! I I I I I ! I I I I I ! ! I .. I I I I I I I I ! I .00 ********************.IU1tltMII1tltlll~-----__+-------+--------_+----+___---_+--------+---------__+ .00 1.00 1.00 6.00 UO to.OO 12.00 lIME (HiSi H.OO 16.00 18.00 10.00 1~,'5 e>:)'OI 00'02 DO'S! 00'91 ont 0D'l1 OO'O! OO'S 00'9 00"1 00"2 00' +---------t----------+----------t----------t--------t---.-------+----------+--------+----------t--~*" 00' 1 1 ] . 1 I 1 ...... 1 44-III(kllll~I(1l1(1I..1I...I!II. 1 1 ..... ] ] 1 ] ............ ] I .... ] ] ] ] IllHlllIUUU 1 ...1 1 1 ] ] 11IIXlHl!InIlJ ] ...... 1 1 1 I 1 1 1I111l11l1lJlI 1.1 1111 1 ...... ] 1 I ] I I I I ] ] I I ] ] I 1 I ] 1 +----------+--------t----------t----------t---------t----------t-----*H---t----------t-----------t-----------t 0 i' ] I I *"1 I I ] I I I ] I I I ] I I I ] I I I ] I I I I . '" j j I I .] j I I ] ] j I I I I j ] j I j ] I j j I ] I j I ] I j ] I j I I I I I I I j I j I I t----------t----------t-----------t----------t------+-__________t_________+___________+_________t___________t OZ' ] I I I. I j j ] ] I I j j j j I I j I I <SJj) I I ] ] I I I I j . ] n j ] I ] ] ] ] ] ] j I I I ] I t-----------+----------t-----------t-----------t-----------t------"-----t-----------t----------t-----------t-----------+Of' I I j I I I I I ] ] j I I I I ! j j I ] I I I I j I I j ] I ] ] ] I I ] I I ] I j I ] I ] I I ] I ] j ] ] ] ] j I ] ] ] I 1 ] I ] I ] ] j I I ] I ] ] I j I I I I I ] I I I t----.------t-----------+-----------t----------t-------.t----------t----------t-----------t-----------t-----------f O~. ] ] I i I ] ] j I. I ] I I ] ] j I I I I I ] ] I I I ] I I j I 1 j ] I I I ] I ] I j ] I I I I 1 I j ] t-----------t---------.-----------t----------t---------_t-__________t___________t___________t-_________t-_______--f OS. UTn,"'"'!\ 'J . . lOidHdi!9D!OIJl " l:<o\ OO.OZ 00.81 0D"91 onl onl 00"01 00.8 00.9 00"1 on 00. +---------.+~~------+-----------+----------+--------+---------+----------+--------~...Jl.UJl.IiJl.rll.********* 00' 1 I I j .. 1 I I I I I .... J J I I I j.. I ] *"lI11llUIlUllll....IlUU I I J .... I I J I JlIUllJllIlIllllllU I I I ] I I 1 1 -......... 1 I * J I I I j j -- I ** ** I I I I J j ******** II I I I I I j . , j I j , +-----------+-----------+-----------+---------+----------t-----------+----....----+----------- +-----------+-----------t OT' ] j I j *] j I I I j I . ~j I j j I j I j j I I I I * j I I I j j j j j I j j j . I j j I I I j j j j I I j I j +----------t---________;.__________t___________+-_______--t-----------+-----------+----------t----------t----------- + OZ' I I j I j I i I ]** I I j j j j i I I I j j I ~ Sjj) j I j j j j j" i I I j j j j i j i j j j I j I j j +----------+-----------+-----------+----------+-----------t----_______+________t___________t___________+____-------t uf' ] j j j I I I I I j I j I j i I ] I j I I j I I ] I I j I ] I I I I ] j j I I j j ] I I j j j j I I I I 1* I t----------+----------t-----------t---------.t---------+----.___.__t__________t________+__________t_________--+ O~. I j j j j j j j j I ] I I j I j I j ] j I I I I j ] I I ] j ] j ] I I I ] j I I I I I I I ] I ] I I j j I I I ] I I I ] j I I j 1 1 I J j I I j j j I j ] I t----------+----------+-----------t.-------.-;---------+________t_________t_________t__________t___________t OS. "lPHU""!I'," * JOldHdH!90!OAII i' ~. \ oQ (Sellj }:;ll GO'uZ ,G81 'jG' ~i orb! fJu"Zl UL"~[ Gtd OO"'j Ou' ~ GO t------...--+--~.______. ,-----------t---~-------+-----------+----~------.-----------t-----______,. ----------.-------...,,,.. uG j .H*~ I I.. I ......H1HHU"'**** I R...ri I I H.n"IH****H"**~ I IiHHt'HH I I H-'JoIl-HHllHll I *******H+ I I *<tD*_HO I ***"* I j ] ] ] ] ] I hlfI ."" j ..-----------t-__________t___________.___________t_____------t----_-_____t___________t__________t___________.-----------t DZ" I I . .. j ] I "; I ] I I J. t----------.--__________+___________t___________._____------+-----------+-----------.----------.-----------.-----------. G~' ':SjJ) +-----------t-----------+-----------t----_______...____------t-----------t-----------.--.------..~---------.-.-----------+ u:; I i i ] j ] ] ] I I I ] ] I' I I ] I ] ] I , . +__________.+___________t-----------t..________.+____.___~__t--_________+-----.-.-.----...___.__..___________t---.-------. OS" ] I I ] j I I I ] ] ] I ] ] I ] I ] I ] ] ] ] ] ] ] I ] I t--.~..----t------.--. t-----------t.--------- t_________t_~___~.____t-_----..--t--_..______t---.-----__t_.._.._____t 00"1 U!rp~fu'(s~~\:J = I: llild 4dH~~G6aM . y ROUTING DATA' STA6E(FT) .00 .70 DISCHARGE(CFS) .00 .06 STORAGE{CU-FT) .0 1960.0 PERM-AREA(SQ-FT) .0 .0 AVERAGE PERM-RATE' .0 MINUTESIINCH ENTER Ed' J[pathJfi1anaMe[.extJ OF COMPUTED HYOROGRAPH, C' \ba5in3d. tiM INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) .42 .05 3314 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) 100.00 12.67 100.63 PEAK STORAGE' 1760 CU-FT ENTER Ed' ][pathlfilanaMe[ .extJ FOR STORAGE OF COMPUTED H'IDROGRAPH' \o_-=, , , 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION' A. RESERVOIR ROUTING ROUTINE W/SPLIT-OUTFLOW SPECIFY [do ][pathJfllenaMe[ .e?d J OF ROUTING DATA C:\route33.til"'! DISPLAY ROUTING DATA (Y or N)? y ROUT! NG OAT pO' STAGE( FT) .00 .70 1.00 DISCHARGE(CFS) A 8 .00 .00 .06 ,00 .08 .31 STORAGE( CU-FT) PERM-AREA(SQ-FT) .0 1860.0 2800.0 .0 .0 .0 AVERAGE PERM-RATE, .0 MINUTESIINCH ENTER [do J[pathJfi!enaMe[.extJ OF COMPUTED HYDROGRAPH' A 8 .00 .00 .00 .0 .0 .70 .06 .00 1960.0 .0 1.00 .08 .31 2800.0 .0 AVERAGE PERM-RATE' .0 MINUTESIINCH ENTER [d'][ pat h Jf 1l enaMel . e;d] OF COMPUTED HYDROGRAPH' C'\basln33d.tiM INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) A B .73 .07. 18 OUTFLOW-VOL(CU-FT) A B A.A.58 1770 INITIAL-STAGE(FTi TIME-OF-PEAK(HRS) 100.00 8.00 PEAK-STAGE-ELEV(FT) 100.87 REQUIREO STORAGE, 24A.0 CU-FT FOR DISCHARGE POINT A' ENTER [do ][pathJfilenaMe[.extJ FOR STORAGE OF COMPUTED HYDROGRAPH' \0.\0 , t. . O,R/r/c.c l)/A BAS/rJ J : Q~ cA-VZ"J'h h :::: Q,7 C. = 0_ b'- Q :::: O,ObS" A ., 0, 0 foS (0, b2.)( z.,. 0,7) Y-.. ., o. 0/5~ 51 2.'1.~ 'l.. ,.. In 4 elL ( /~~ ) - (f- ;:. t.,'Z..S c/ '" /11..'7 1/1 'f ) ~ !J; ;1 ) ) !4. C? .: (D, b-z)(D, O/S6)( 2"1' / =- D, 077 ~ <-h Q!3 == 0, :5 ~ - 0, f::. 776 :: O,3Jz-y ef:I 0.. 3/2<( :::: (0,(,.'1-)(,,4) (z. i' 0,3) f:- 51 A ". 0.//7/e- = 1(....Sr::. 1- In A ;:.. 7T f'L == 1,".50 ) q =- 7'. S 8. II' ( () 1';geJ BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND. OREGON 97201(503) 224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (5031228-1285 JOB NO. SHT. Ie .1\ OF "C' MACKENZIE ENGINEERING INCORPORATED ~ 1990 ALL RIGHTS RESERVED 12ANDi ~~\-\N'S,''=JN D er-r. t.>f" -F1 SI..\qz 16S, ,..\ . () Z 1<6.: WESi-2RN )NNS 'f-t::,1<':J AN0:::C LGS 4P 20041<= ) tJ.c. ) W/\ b "f'~ 1)'1 - '" - ~ C! r\Je HG\q 6. cho-VlCe t. c\ (c:.. ~"'N)e. CoI-\ c.~\ CL~<0vY 51 f\CL \Ne- Y(5\) r It 5(~ 1hc-t ~ -hl\.sw:nJ l.?eevl rL\ Ct M : (e \) ( S( + ~I..L ~ kcl em Wecl. C ~lCvV\.q Q.-<l k(.. vc. o:s w~ j. 'Re\Jl~ed c\\SC0~SeJ J t.J th. h~. 0 r UM.CVl\ ~ (~ ) k- M'\\'\'0~ - n<}. \A,,'-.!vs. ~ '2, '\<e,\J \~i? u\ fl~ L.N WI- \\.l~ ~ bQ. ~()'Sd <f\'\. 0.. ScS; "S;'\\S inNp " C' : (~PZ '11s v.Jc.j 0SQ6, 0~tvfe). D\S C\,)S'.s \~ Wl'r~ (SV-{ SC'I\" eYl1~Y\~ 1'v-6.~t..cr~ ~ 'S"~I\.s t:JP'z. ~ ~~ II 0-~J .51\-\--j c\<lJ \D~VV\I' 0.~ b~s+- .hi- ~v.. 4rwp 'c." C\~ss,fiC(....-I.,^^ ,. Ai>.m Go- ?,efc.. (;~h\h,~~ )ViA\\.l'Z ~ ~ ~~~'if\". ~c..s~Y'\ ~ 1o",s;v1 1. ~ -tUf/t,~ <N.\- ~ L_ {j.. \l<2./J I~ uc..\J~ G.V\~ ~0.. Y\.~ cL'&\f\-}~ ~ u..\c0lCA.\--(~ MUt.h. As ~ <SD (u..V\ se'Z ~.?~ -eo.cl-.. o~ ~--{ +1.v.. I\!\e:,o+ 4aV\40 fu-(+, eo. i-hzi- --)'vu, I'V\L(~~-"--d Ie.. fe.O,\)co)} +tv- p~~ Q --bY b","'\-~ ~~ et;st-iVlj ~'^6- o~\JeJ'VfI4\ C&\G~~~~. -[\fU{; O\~ \'Vw~r fl.~ G.\\GW~d r~fH\)Tf ~~+- iA\SC:O "S$''jlH'1 t~<4~ ~ o...-\J~'-o-p~ Q fke...-\- ~\~ a- ~ ~~ O&~INJ . IVv- ~ \~W .' eN \JcJJ~ 5Cl-.~ 4Y"\ if\.. CYe6Kv\ '<'.>\ ~jt-I:"'~ pJy\~ t-f rAV\ c\ 0,The+ \t~ fec'\,,~\ f<JY\~+f ~ t'k \5Y\r'( Tr.. . \~ )v\ t,)ko.~~ f~~ (<Sy\\j 0.~d hi bG's J'y\ $ 5\;1"'\.-\J (e.~--Juj t1,,\5.- ~~ Y\S'v\ r"'-rJI{~ ~+. D\l~(l\,\ ) D-S ~k (C\\c\.\\(J~~ s~\S\,J) ~\S'/~ fkcw-.. G\&..e~0(}...Iu.. ~~\,~ ~ P(UV\~W h-i, 1\1\..9... f\!1.J\5e..O, Cll-\c....j\G.\.\~'\.J) C\l..\-uCl\\~ fcO-.JCQ. ~ ~\ feq'-h/E'2J, c.~~t.~ 6-\f-d- ~ UJff~o/\t flc,V\. w~\\ e.-{t...e~ ~ ((q~{.fY\"'~-'q k ck~~~ Yl.QG..S€ 4\\ "It- jtN h,,0e. CllI\j ~~ G. ~&-\\-,~ r.& 1"\ tvv f\N-~ . . I '-l~ ~\SV\J S( ~ NSc(,-.l)K 5.C.5. VPE-IA RAINFALL DISTRIBUTION ENfER: R~Q(YEA.R); OURATION{HOUR/1 PRECIP(INCHES) SA S l1't 2,24-,2, ******************** 5,C.5, fYPE-1A DISTRIBUTION ********~*********** ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), AfIMPERV), CN(IMPERV), Te FOR BASIN NO. , '+6,89 J 0, (ZI, 2'~, 2 "t ~ DATA PRINT-QUT: ~ . ~,)60 T~ - 1?6v/JED 51::>'<'- ~p -r<::. AREA.(ACFES! PERVIOUS IMPERVIOUS TC:MINUTES) A eN M eN c:: 8S,~J ,0 ,0 '1.17 PEAK-Q{CFS) T-PEAK(HRS) \jCJL < CU-FT ) jyRR ,116 7,83 ENTER [d: J[ pa t h J f i 1 en.301\3[ ,e>.: t J FOR STOPAGE u"" CO~1PUTE[) HYOROi3F:fWH: C: \!.'Jest7, t ifT1 FILE ALP,EP<,DY t./\l::'fi i]1)ERi...)RITE \,r or N)? ENTER Cd: J[pe,t-hJfilene.f<le[ ,e>d:] FOR STOF;AG[ OF COr.1PUTED HYDROGRAPH: C: \!;Je;:.t7, t i)'l FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y ~,PECIFY: C - CONTINUE, N - NEi/!STORi'l, P - PR.INT, S - STOP c ENTER: A(PERV), CN(PERV)1 A(IMPERV), CN(IMPERV); TC FOR BASIN NO. L ,12,86, ,34-188,2 - DATA PRINT-QUT: AREA(ACRES) PERl)IOUS IMPERVIOUS TC(MINUTES) A CN A eN ,5 ,1 t>t, ,yJ ,3 88,0 2,0 PEAK-Q(CFS) T-PEAK(HRS) VOL{CU-FT) 2872 ,25 7.67 ENTER [d:][pathJfilenaMe[,extJ FOR STORAGE OF COMPUTED HYOR06RAPH: C:\t,]e::st-8.tiM FILE ALREADY EXIS1"; OVERWRITE (Y or N) ? CD .i " .. c.. (f) S,C.S, TYPE~lA RAINFALL DISTRIBUTION ENTER' FREO<YEAR), DVRATION<HOVR), PRECIP(INCHES) 25124,,3.63 ******************** 5.C.S. TYPE-1A DISTRIBUTION ******************** ********* Z5-YEAR 24-HOUR STORM **** 3.68" TOTAL PREeTP. **~.****** ENTER~ A(PERV), CN(PERV). A<IMPERV), CN(IMPERV>, TC ~U~ BASIN NO. 1 . '~~6 .88,0,0 i 2 'L 2 OAT(, PRINT-GUT: C\\J IMPERVIOUS T('MINUTES} A GN AREA ( ACRES) PERl) I GUS ,5 as,fe ,'i.J '7,1 _"7 PfAk-Q(CFSi T-PEAk(HRS) , c::.q. r , t,~) ,)OL (CU-FT ! .1208 ENTER [d:] [08 t h J f i 1 ::.:nal'1e[ . e;-; t J FOR STORAGE ur cor-1PtJTED HYDRCii3F:AFH: G: \ tlJe 5 t 8. t 1. M FILE ALREADY EXIST: OVERWRITE (V or Ni ? ENTER Ed: J[pathJflle:nB,Me[ ,e;,d:J FOF: STORA{3E OF Cor"1PUTED HYDROi3RAPH: c; \L'H~5t8. ti!'l F rLE ALREADY EJ{ 1:3 T; Q\)ERvJH I TE (Y Dt~ N) 7 ,,. ,. SPECIFY: C - CONTINUE. N - NEWSTORM, P - PRINT. S - STOP c ENTER: A{PERV). CN(PERV), A<IMPERV), CN{IMPERV,; Te FOR BASIN NO, ~ ,12;85, .34-,8"8,2 [)ATA PRINT-QUT: AREA( (1CRE'S) ,S PERVIOUS IMPERVIOUS TC(MINUTESj A eN A eN , 1 86.0 .3 98,0 2 .0 PEAr<-Q( CFS) T -PEAl< (HRS ) ,1.h (.0 ( VOL(CU-FT) 525i~- ENfER (J:][ ath]Filena~e[.extJ FOR STORAGE OF COMPUTED HYDR06RAPH: C:\l'Jest10.t !'1 FILE ALREAD EXIST; OVERWRITE (Y or Nt ? CD 9 - RDFAC 10 - RETURN fO DOS ENTER on ION' 3 RESERVOIR ROUTING INFLO~;/OUTFLO~,l- ROLJTI1'JE SPECIFY Ed: ][~jc.t.hJfil:=nJJ''1'.3[ ,c.~<;t] OF ROUTING DATA C: \ llJe ::d. 1.1.. t j-fi! DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA: STAGEzFT) DISCHARGE\CF3) STORAGE(CU-FT) PERM-A? A(SQ~FT) ,00 ,IUiU ,0 ,1 \0,0 1 ,00 , {~)5 637, .,0 13 5,0 AVERAGE PERM-RATE: 150,0 MINUTES/INCH SATURATED PEFJ1-RATE= 150,0 f'!INUTES/INCH GROUND STORAGE BEFORE SATURATION: ,00 CU-FT/SO-FT ENTER Ld: ][pBl:hJfile.n,=:f':cL ,-:.-,'<1.} OF Cor'IPUTED HYDROGRAPH: 1.00 . ,?is 637 0 825.0 AVERAGE PERM-RATE: 150.0 MINUTES/INCH SA1~RATED PERM-RATE: 150.0 MINUTES/INC!~ GROUND STORAGE BEFORE SATURATION: ,'u0 CU-Ff/SG-FT ENTER [d;][ pB.t.rr] f i lell:::wle[ . e;,,;t] OF C01'1PUTED HYOROGRAPH: C:\t.~e5t8, tiM INPUTEO ROUTING-DATA HAS BEEN EATRAPOLATED. INFLOW/OUTFLOW ANALYSIS: PEAK-INF~OW(CFS) ,L~ PEAk-OUTFLOW{CFSi .05 OUTFLO~,l~1,jOL ( CU-FT! 2176 INITIAL-STAGE\FTi .00 TIME-OF-PEAk{HRS) 8,87 PEAk-STA6E-ELEV(FT) 1,0-! PEAk STORAGE: 660 CU-FT oE---- L->At &"-,<::> I"" Pt(<l/CfW".> .::).\,<...4-71'0)11 INFILfRATEO VOLUME' 50'7 CU-FT ENTER (d:][ pe t i': J f i 1 enaf'le[ . e;.;t. J FOR STORAGE OF GOr1PUTED HYDROGRAFH; <!) 9 - RORAG 10 - REf URN TO DOS ENfER ORTION' 4 RESERVOIR ROU1-ING ROUTINE W/SPLIT-QUTFLOW SPECIFY [0: ][p0thjfiL~rE.'\i'I~[ ,e.~,,:t,J OF ROUTIN6 DATA c: \llJC'St 12. t il"l DISPLAY POUrING DATA (Y or N)? y ROUTH-)!] DATA; s rAGE \ FT ! D I-SC-HARi3E-( CF5 j :~TORA6[( CU-FT) PER~1-AREA( SQ-FT > A B ,100 ,fUO , ~)-0 .0 451u.t0 , S0 , iDS ,i?iS , IOIZ' 637, io 'j25 ,10 1,010 ,18 1~'l87 G'l iiu13, iU AVERAGE PERM-RAfE: 150,0 MINUTES/INCH f:"NTEH [d; J[ PB,t.h J f i..lened'ic[ ,e.:-,:t} OF CDt'WUTED HYDROi3RAPH: A B 0!J) 00 0:;) 0 1 (cll;) 05 iZi0 6 37 '" 1 50 06 1 8 1 087 {j) 4.50,0 825,it) 10.13,llj AVERAGE PERM-RATE: 150,0 MINUTES/INCH ENTER Cd: ][pathJfilencfl1e[ ,e;d:] OF cm.1PUTED HYOROGRAPH: c; \~!.h~:S t 10, t 1!'1 INFLOW/OUTFLOW ANALYSIS: PEAk-INFLOW(CFS) PEAK-OUTFLOw(CFS) , (1-6 .11 8 .06 .16 OUTFLOW-VOL(CU-FT) A B 3373 1042" INITIAL-S'fA6E(FT) TIME-OP-PEAK(HRS) ,00 8. (He PEAK-STA6E-ELEV{FT) 1 , ,1 ~1 REOUIRED STORAGE: 1010 CU-FT WA5 ( 1 f> c;7 "10<:> OEft.~ 15 '~IO.ro ) FOR DISCH~RGE POINT A: ENTER Cd: ][pathJrilenaMe[,extJ FOR STORAGE OF COMPUTED HYDR06RAPH: @ S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER' FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2.2 13I\S1"\ '2 ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL PRECIP. ********* ENTER, A(PERV), CNiPERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. .58,88,0,0,15.6 , . DATA PRHH-OUT, AREA ( ,ACRES) PERIJIOUS A eN HIPEP'Jj DUS A CN .0 .0 Tce i""[INUTES) .6 89.0 15.S PE,AY -iJ (CFS ) T -PEA~: ( HRS I VOL(CU-FT) 2554 .15 "7.83 E~~trd~~I;;tfllenaMe[ .ed] c:\WEST13.TIM FOR STORAGE OF COMPUTED HYOROGRAPH: SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, 5 - STOP .15 7.83 2554 ENTEP Cd' ][pathJf,lenaMe[.exl] FOR STORAGE OF COMPUTED HYDROGRAPH' c:\WEST13.TIM SPECIFY, C - CONTINUE, N - NEWSTORM, P - PRINT,S - STOP C ENTER, A(PERV), CN(PERV), AiIMPERV), CN(IMPERV), TC FOR BASIN NO. 2 0,0,.59,98,2.5 DATA PRIi'JT-OUT' AREA(ACRES) . B PERV IOUS A eN .0 .0 IMPEPVIOUS A CN .6 88.0 TC(MINUTES) 2.5 PEAK-QiCFS) T-PEAKiHRS) .37 7.67 E~T~~ T[~tJj]f11enaMe[ .ed ] c' \WESTI4. TIM VOL ( CU-FT ) 4226 FOR STORAGE OF COMPUTED HYDROGRAPH' SPECIFY' C - CONTINUE, N - NEWSTORM, P - PRINT,S - STOP C0 S.C.S. TYPE-l A RAINFALL DISTRIBUTION ENTER' FREQ(YEAR1, DURATIDN(HDURl, PRECIP(INCHESl 25,24,3.69 ******************.* 5.C.5. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HDUR STORM **** 3.69" TOTAL PRECIP. ********* ENTER' A(PERV1, CN(PERVi, ACIMPERVi, CN(IMPERV1, TC FOR BASIN NO. .59,89,0.0,15.5 DATA PRHH-DUT; ARE!; ( ACRES) .6 Pf:P;IJIOUS ""' cr'J .6 S9. 0 HIPERVIOUS A CN .0 .0 Tei ~lINUTES) 15.6 PEAV-Q( CFS) T -r="EAf<: ( HF'S- ) UOL(CU-FT) 5413 .2,;5 7.83 E~~tt d~~~'~r,] i dena01e[ . ed] c:\WEST15.TIr'1 FOR STORAGE OF COMPUTED HYDROGRAPH: SPECIFY, C - CONTINUE, N - ~IEWSTOR~I. P - PRINT, S - STOP .35 7.83 5413 ENTER Cd' Hp,,,thJfileneMe[ .ext ] FOR STORAGE OF COMPUTED HYDROGRAPH, co \WESTI5. TIM SPECIFY' C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C ENTER, ACPERV), CNCPERVi, ACIMPERVi, CN(IMPERVi, TC FOR SASIN NO. 2 0,0, .59,98,2.5 DATA PRINT-OUT, AREACACRES) .5 PERlJIOUS Pi cr\! .0 .0 I MPER'.JI OUS A CN .6 9S. 0 TCC MHJUTES i 2.5 PEAk-Q(CFS) T-PEAk(HRS) .64 7.67 ENkRW['JS] [P~IT,y)i 1 eneMe [ . ed ] c' \WEST 16. TIM VOL(CU-FT) 7404 FOR STORAGE OF COMPUTED HYDROGRAPH, SPECIFY' C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP (2) Y ROUTING OATA, STAGEiFT) .00 2.50 DISCHARGE(CFS) .00 .08 STORAGEiCU-FTi .0 1257.0 PERM-AREAiSQ-FT) .0 .0 AVERAGE PERM-RATE' .0 !Yl HJUTES/ INCH ENTER [d'][ pa l h ] fi 1 enaMel. e:d] OF Cor"IPUTED HYDROGRAFH' c'\WESTI4.TIM INFLOW/OUTFLOW ANALYSIS, PEAk-INFLOW(CFS) PEA~-OUTFLOW(CFS) OUTFLOW-VOL(CU--FT) .37 .08 3832 INITIAL-STAGE(FT) TIME-OF-PEAKCHRSl .00 8.67 PEAf:-STAGE-ELEViFT) 2.44 (WAS "B~) ENTER [d: J[ PEl t h J f i 1 enaf'le [ . e:'d] FOR STORAGE OF Cor~1PUTEO HYOROI3FAPH; PEAf< STORAGE: 1220 CU-FT A 8 .00 .00 .00 .0 2.50 .08 .00 1257.0 5.00 .08 .25 2514.0 .0 .0 .0 AVERAGE PERM-PATE: .0 MINUTES/I NCH ENTER [d' ] [pat h ] f i lenaMe[ . ex l J OF COMPUTED HYDROGRAPH, c' \WEST 16. TIM INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOWiCFS) PEAK-OUTFLOWiCFSi A 8 .64 .08 .14 OUTFLOW-VOL(CU-FT) A 8 5385 1348 INITIAl-STAGE(FT! TIME-OF-PEAK(HRS! .00 8.00 PEAK-STAGE-ElEV(FT! 3.86 REQUIRED STORAGE' 1840 CU-FT (\..!p..~ 1.C>I~) FOR DISCHARGE POINT A' ENTER Cd' ][palhJf,lenaMe[ .exl ] FOR STORAGE OF COMPUTED HYDROGRAPH, 9 - RDFAC 10 - RETURN TO DOS @ ENTER OPTION, 4 RESERVOIR ROUTING ROUTINE W/SPLIT-OUTFLOW SPECIFY [do ][pathJfllenaMe[ .ed] OF ROUTING DATA c,\WEST18.TIM DISPLAY ROUTING OATA ('1 or N)? '1 ROUTING DATA, STAGECFT) DISCHARGE(CFS) STORAGE( CU-FT) PERM-AREA(SQ~FT! .00 2.50 5.00 A 9 .00 00 .08 00 08 ./F; .0 1257.0 2514.0 .(j .0 .0 AVERAGE PERM-RATE: .0 f"1INUTES/INCH ENTER [do ][path]flleneMe[ .ed] OF CDr1PUTED HYDR.O'3RAPH' ENTER [d'][ pe t h]f 1l enaMel . e:d] OF C0I1RUTED HYDRO GRAPH ' c' \WEST 15. TIM INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOW(CFS) REAK-OUTFLOW(CFS) A B .64 .09 .14 OUTFLOW-VOL(CU-FT) A B 5385 1348 INITIAL-STA6E(FT) TIME-OF-PEAK(HRS) .00 8.00 PEAK-STA6E-ELEV(FT) 3.86 REQUIRED STORAGE' 1940 CU-FT FOR DISCHARGE POINT A, ENTER [do J[pathJfilenaMe[ .e:d] FOR STORAGE OF COMPUTED HYDROGRAPH, c:\WEST31.TIM FILE ALREADY EXIST; OVERWRITE ('1 .or N) ? '1 ROR DISCHARGE POINT g, ENTER [d'] [pat h] f 1lenaCle[ . e:d] FOR STORAGE OF COf1PUTEO HYDROGRAPH' c' \[JEST32. TIM (1) HYDRDGRAPH PLD1 .. :: c:\WEST13.TIM # = c:\WEST40. fIM .20 ~ ~~---- -- -- -f ~ - --- - -- - -- + - --- -- -- -- -t - ----- -----t --.- -- - - - --t - ------- ---+ --~ -- - ---.- t - -- ----- --- ~ -- ------- --t ---.- ------ + I ! ! ! ! 1 ! ! I ! I ! I I ; ! O;^"-5 j "2 ; lb'-----------,-----------,-----------.-----------;-----------.-----------;-----o~__JN-------.-----------. Q B T T' ,- .I- .I- .I- 1 ! !; j; ! 1 ';1 r;1Y~ ec\ST'~b j ! j I 1;1/) ~ ; , I I 11 i-----------i-----------i-----------i---------til---------i-----------i-----------i-----------j-----------i-----------i I 1 I ! III I I I I ! I I I ! ! I I I I ! 1 1 I I I 'l I TV~! "-t.~J~ ^-~ ! 1! I ; 1 2; 1 ~ I ~U1"'""""_>I_W~ I I I 1 1 ! ! 1 D3 :-----------:-----------~-----------:--------J-~nln 1___________:-----------,-----------!-----------: j 1 ! : I.: \ ' : ; : : : 1:"\: I I I I ~I H*~**** 1 1 1 1 1 ~ I 1 I 1 1 (CCS) .04 +-----------;.-----------f-----------t--- r I 1! -.!.... I I 1 1! j~ I 1 1 I I jf*******H*~n-...jf**u** 1 1 1 ,- -.4__ 1 I 1 1 ! 1 1 I 1 1! . 1 I! 1 I I mnr,j 1 1 ! 1 I 1 I~ 1! I I I r,X~XXXXXXXX~**-----t-----------+-----------t-----------+-----------t-----------t-----------t-----------+ 1 I ! I ! 1 1 1 .ODRRR DD 1.00 i.OD 6.00 3.DD ID .00 IIM[ (HRS) 12.00 14 .OD 16.00 18.DO 10.00 HYOROGRAPHPlOT * ::: c:\WEST15.nM ~"c:\WEST33.TIM .40+-----------+-----------+-----------t-----------t-----------t-----------t-----------t-----------t-----------t-----------t I I I I I I I I I ; 0; : : 'Ii' B:SiJ 2J 32 ; ----- .-----, .----------, -----------, -----------, l--------, ___________,________~---J----,-----------,-----------, I: I - I; ; I , I I I:I~:1t; I I I I I I I I I I .24 ;-----------;-- ---------;-----------;---------)-' ---------,-----------, -----------, -----------,-----------,-----------, I I I I I I ([r51 I I @ I j I I I I I ~(l. I I I I I EX\~6 I I I I I 2.~ ~ ~ye"9pt1~ I I I I I I -----t-----------t-----------t-----------t-----------+ I I I I I 00 XXXW" ' 00 UO 6.00 8.00 10,00 12.00 Ii.OO 16.00 18.00 I I I I I I I I I I I I I I I I I I I I 20,00 ~-0 HVOR06RAPH PLOI *" C,\WEST31.fIM I" ,,\WES131.TlM !" ,,\WESm.TIM .40 +-~---------t-----------+-----------+-----------t-----------t-----------t-----------t-----------t-----------+-----------t I I T T I I I I I I I I I I I I I I I I I I I I I I I T I I T T I I T I I I I I I I T 31 ~nmnm-.mmm__. nmnm_' mmnmL_m__mL__mt3^S'J_nZ__~_m_mm.m____mT I ~S ~12~ S74~t1; ; T I I I I I I I I I I I I I I I I I ! I I I I I I I I I ! I I I T 11 :mmnm:nnnmn:nmmm:-----------:mm-m I m'oM6~It-KiJ)~!::J~VI4 I I , , I I 0 I I I I (CfS) I I I I I ! I I I .16+-----------..-----------+-----------+---------: I I I I I I] I I I I I I I I I ] I I I j I 'I \ I .OB :---m--m:mmnm:-mmm-:m-- ~:-:*~~.. I ! ! ! "II ttr I I j "I " I I I XX II I~ I I I,X I 1\1 I ' ,X I JI I I I I ] ,I I I I ] I I I ~ I I I \.. I I I I I I XX I I / I I u7l1l I I I I I IJI!' I 1-" I I I ~~ I I I .00 XXXXXXX~XXXXlmiljlMlllillM""#mmU---'--m----n+mm-----'n--mmm_IIMA/,IIU!Umlmmlmm## .00 1.00 1.00 6.00 B.OO 10.00 11.00 14.00 16.00 18.00 1000 TIME (HRS) I I I I I I ___+-llf?l-e$nJ),glfj~f---n: I I I I ] I I I __ lcrwf:t2.; O~'f'~ . Q 3 _____________________________________________________________~~~LtJ @ ******************** 5,(,5. TYPE-IA DISTRIBUTION ******~************* ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL. PRECIP. ********* ENTER: A(PERV), CN(PERV). A(IMPERV), CN~IMPERV); Te FOR BASIN NO. 1 .611.89,0.0;13.5 - OAT!" PRINT-OUT: AREA( i~CRES) ,6 PERVIOUS A cr\] ,[3 813,0 I MPERV IOtlS A eN TC( :"'11 !~~~'LITES j ~ ~ ,\!..' .'<! 13,5 PEAK-Q'eFS) T-PEAK<HRS) _ 17 '7, q~ EN~~~~'~[~1)h 3 fllen~':e[ ,,~;d J !JOL ~ GLI-F! ) 2GB!.?! FOR STORAGE OF COMPUTED HYDR06RAPH: 1.,,85 t: \, C:\L'H:stl,ti!1'\ FILE ALREADY EXIST; Oi,jERi,.Jh:ITE (Y or ~! \ '" !'J! ' y SPECIFY: C - CONTINUE; ~ - NEWSTORM. P - PRINT, S STOP FILE ALREADY EXIST: OVERWRITE (V or Nl r y SPECIFY: C - CONTINUE. N - NEWSTORM, P - PRINT. S - STOP c ENTER: A(PERV). CN(PERV1. A(IMPERV). CN~ IMPERV). Ie FOR BASIN NO, ~L0. ,614..8811,3 - , L DATA PRINT-OUT: AREA(ACRES) PERVIOUS A ON ,6 ,0 ,0 IMPERVIOUS TC(MINUTES) A GN ,6 88,0 1 ,3 PEAK-QIOPS) T-PEAK(HRS) ,4.1 7.67 ENT'~~dS Jf'P'o'n-/filenaMe[ ,e,t J VOL (OU-FT ) 4.388 FOR STORAGE OF COMPUTED HYOROSRAPH: C:\,..Jest.Z,tiJ1'l FILE ALREADY EXIST; OVER~RITE <Y or N) ? y SPECIFY; C - CONTINUE, N - NEWSTORM. P - PRINT; S - STOP @ 5.0,5. TYPE-IA RAINFALL DISTRIBUTION ENTER, FREQ(YEAR), DURATION(HOURi, PREOIP(INOHESi 25,24-.3,69 ~******************* 5,C.5. TYPE-1A DISTRIBUTION *******************+ It**':;'***** Z5-YEAR Z4.-HOUR STORi1 **** 3,63" TOTAL PRECIP. ********* ENTER: A(PERV)1 CN(PERV), A(IMPERV), CN(IMPERV), Te FOR BASIN NO, ,611;83,0;0,13,5 DATA PRINT-QUT: ,6 . PERVIOUS IMPERVIOUS TC<MINUTES) A eN A eN ,6 88,ilj ,0 I]) 1.3,5 AREA(ACRES) PEAK-Q<CFS) T-PEAK~HRS) ~R 7 E":) ENT~R'1~-~;[p~t1?f~len~'"~[ .e-t] C:\t!je~:st3,tift1 \JDL \ CU-FT ) 5B37 FOR STORAGE OF COMPUTED HYDR06RAPH: FILE ALREADY EXIST; OVERWRITE {Y 0r N) 7 FILE ALREADY EXIST; OVERWRITE (Y nr N) r ';/ SPECIFY: C - CONTINUE. N - NEWSTORM; P - PRINT, S - STOP c ENTER: A(PERV); CN<PERV), A(IMPERV), CN<IMPERV). Te FOR BASIN NO. 0,0, .614,98.,1.3 , L DATA PRINT-OUT: AREA(ACRES) PERV I OtJS A eN ,6 ,0 .0 IMPERVIOUS TC{MINUTES) A eN ,6 88..0 1.3 PEAK-QCCFSI T-PEAK(HRSI VOL{CU-FTj .711) 7,67 ENTER([~I~'r~a t'h ~f1 Jna,"e[ . ed ] C: \l'.le~5tL!-.t.if"1 7705 FOR STORAGE OF COMPUTED HYDROGRAPH: FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT,S - STOP @ 7 - PLOTHYD 8 - OI\!A 9 - R.OFAC 10 - RErURN fa OOS EN fE.R OeYION: ;I RE-SFRVOJ.R ROUTING INFLOI,',t/OUTFLQ\,} ROUTINE SPECIF'{ Ed: J[p,]thJfilen21f11eL ,e>dJ OF HOUTrN(3 DATA c: \\"jf::st5,tii'! DISPLAY ROUTING DATA (Y Dr N)? ';/ ROUTINf3 nATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA( Q-FT) ,00 ,,zJ0 [0) ,70 '''0 ,i!..I.:J 18-51.;),0 AVEFAGE PERM-PhTE: ,0 MINUTES/INCH ENTER [d: J [pEd:h J f i.1-enaf'1e[ ,e;<;t] OF CO~1PUTED HYDROGFAPH: STAGE<FT) OISCHARGf(CFS) STORAGE(CU-FTi PERM-AREA(SQ-FT) ,13(0 ,0(J ,13 .0 ,70 ,IOS 1960 (u ,~) AVERAGE PERM-PATE: .13 ~lINUTEE,/INCH ENTER [d: J [pat IT J f i 1 ena-fl1E'[ ,e/t J OF COMPUTED HYOROGR~,PH: C:\I.<Je5t2.tif'Tl INFLO~!OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) .,'1.1 .07 3748 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAk-STAGE-ELEV(FT! .010 10.50 .52 1 4"" ~['-FT (,.1 2 "-- --. "lI\II\S I7l<>v E!\JTER: [d: J [pat h J f i 1 enaMeL, e::-:t J FOR STORAGE OF C_f'1PUTED PEAK STOR.Ai3E' HYOROi3RAFH, Fl 1 e naMe Ml 55 ].n'~ Qr bl an~. - p les,;se- enter f1 Ie ne,j"le UNIT 17 Fl 1 e naMe' Miss i.no Qr b lanh - p leB.se enter f-i Ie. naMe UNIT 1 ? @ 9 - RDFflC 10 - REf URN TO DOS ENTER OPTION J RESERVOIR ROUTING ROUTINE W/SPLLT-OU1"FLOW SPECIFY Cd: J[pat.hJf11:::nB,flleL ,e:d.J OF ROUTING DATA C:\lJj5S1:6-,tifY1 DISPLAY ROUTING DATA (Y or N)? ',; ; ROUTH,lG DATA: STAGE(FT) OISCHARGE(CFS\ STORAGE{CU-FT) PERM-AREAiSQ-FTJ A B- "00 , 0:~ , ~J0 i7l ~ ,'l) ,70 ,108 ,00 1360,10 .0 1,01LJ 10 ,28 28-00,0 ,0 AVERAGE PERM-RATE: ,0 MINUTES/INCH ENTEF, Cd: J[pathJfiJ.enaf'I~.[ ,e;.;t J OF COMPUTED HYDROGRAPH: A 8 00 0fLj 00 0 '" 7'~ 09 ell~ 1 8SiZ! 0 8 , 100 10 28 2800 0 0 1 AVERAGE PERM-RATE: ,0 MINUTES/INCH ENTER [d:] [pat h] f i 1 enaMel, e;<; t J OF CO~1PUTEO HYDROGRAPH: C:\l.J3'5t..;},tiJ"i INFLOW/OUTFLOW ANALYSIS: PEAK~INFLO~(GFS! PEAK-OUTFLOW~CFS) A 8 ,70 .08 1'7'- OUTFLOW-VOL(CU-FT) A 8 5783 903 INITIAL-STAGE(fT) TIME-OF-PEAK(HRS) ,00 8,17 PEAV-STAGE-ELEV(FT) .83 REQUIREO STORAGE' 2310 Ct)-FT (WAS ViYC) FOR OISCHARGE POINT fl' ENTER ldeJ[pathJfilenaMe[,extJ FOR STORAGE OF COMPUTED HYDROGRflPH' ) \~\ \ ----- " I I' lc ~i\ '\.. \\~ I >>>~ -"f> I ! \ ;< i q' \ / ( 1 ~~---.I I / D I J j I I r 1 '- I , 'j I J. J 1 I , , . ~ , 0 . . j , I .., I \:, . , - - ><- \ ~ / ) \" /' ...- / ~~ - z F u m~ ~ JOt\' ~ -~ ~ sg ~. 0' ~';:l 0> co ~ ... )l tp ..; z: 0... 0 ~ tW ~ - ~ ~ I- f) . ('l i r I r- I I \ -', \ - ~ \\ \ \, \ "- '''-. - . l" l" o o ",' , .' ~. ." ." m r ,..,j m <: ~ tl' - I ) lIo;) r( UJ o CP to) ~+-- I ,~ J r--~ -1 r+' '''is \ I 1"" r' \.9 I: g . ~~ {. ." ." ~ m r m < ij\ ~ - ~ I .... U1 0 ~ II , - I.: 1 '.,. :(]l_ . - :_~ :~ -. :iJ - . . . . . . , . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . I~ \~ G" F: 'v. c., -'":.'":."':.,---- : <T" F."v:~.-- . . . . . .. ------- . .0., . . .0. . :0. . : 0. . . . 0. . . i :-7" m [11_ )( .~- N ~ ~(\l' -9::j n o. iJI -J\ () 0. 0. 0. 0. (\ C) 'C. -\ l' C) r '/ --" "\" ~ " ~ { I (-..!. II ~ J j:- l ,". l~ ff4t,0.':, f'l.. . t . I ,'.' I. t-!--f- :.!-L f t ~",.. , I I ., ~ 1: ~ 1)1 ,. 1 1 I l I , I f I *. '\. ** ~ *---:::~ -"..... -- ...... :- JJ (11 [1\- X .3::(j) -1 N(\>, D- {j\ ~?' ~ \JIN Z \lI..Il :j ~ 711 .I.. ~ _ - - 2/6 - - - - N'2.?12'5......~- ~."..-. ' :--:-. '" / .,-. :p; 0 0 ~ I ..~ l: \ --;iJ ! N I N / 0 , 1 ; \ IJl ()l R% \ """" ~ Q i '" N l" l" 9 ~ -l' (!l Il' VI , , ~ I N - - m Z. l" -4 .p " G.% r1 0 (p I Il' -- 8% -- I Z 0 CJ) m \ 0 \ -4 - \ 0 \ Z '\ ~~lN \ 2,24,2.2 ******************** 5.C.5. TYPE-1A DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL PREerp. ********* ENTER' AlPERV), CNIPERV), AIIMPERV>, CN(IMPERV>, TC FOR BASIN NO. 1 .46,85,0,0,24.2 OATA PRINT-OUT AREA l ACRES :' .5 PERI)IOUS A CN .S 85.0 IMPERVIOUS TCl I1INUTES) A C~j .0 .0 24.2 PEAb:-Q'; GFS) .07 T-PEAK(HRS) '7 "7 ! .0--, VOL l CU-FT ) 15S9 ENTER Ld: ][pathJrllenaMei .extJ FOR STORAGE OF COMPUTED HYDROGRAPH; C:\baslnll.tii'1 FILE ALREADY EXIST; OVERWRITE (Y or ~} ? Y SPECIFY: C - CONTINUE1 N - NEWSTORf1, P - PRINT I -.! - STOP FILE ALREADY EXIST, OVERWRITE (Y Qr N) ? Y SPECIFY, C - CONTINUE, N - NEWSTORf'!, P - PRINT, S - STOP c ENTER, AlPERV), CN(PERV), AlIMPERV), CNlIMPERV), TC POR BASIN NO. .12,84,.34,98,2 " " DATA PRINT-OUT' AREAl ACRES) PER'JIOUS ,5 .1 84.0 IMPERVIOUS A CN .3 98.0 TClMINUTES) A eN 2.0 PE,AI<-O( CFS) .25 T -PE,Af: l HRS ) 7.67 VOLlCU-FT) 2822 ENTER cd, J[pathJf,lenaMe[ .extJ FOR STORASE OF COMPUTED HYDR06RAPH, C:\basin12.tiM FILE ALPEAOY EXIST; OVERWRITE l Y or N) ? y SPECIFY' C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 25,24,3.69 ******************** S.C.5. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 3.69" TOTAL PREelP. ********* ENTER' AIPERV), CNIPERV), AIIMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .46,85,0,0,24.2 DATA PRINT-OUT: ARE,A I ACRES) PEPV!DUS A CN .5 .5 85.0 IMPERVIOUS A CN .0 .0 TCI r"1lNUTES) 21.2 PEi'lr< ~Q (CFS) .19 T -PEA~~ { HFS ) 7 Q~ VOLICU-FT) 3529 ENTEP Ed' J[palhJfilenaMe[ .exl] FOR STORAGE OF COMPUTED HYDROGRAPH, C:\basln13.tiM FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY, C - CONTINUE, N - NEWSTORI1, P - PRINT, S - STOP ENTER [d'][ pa I h 1 f 11 enaMel . eo",] FOR STOPAGE OF C0I1PUTED HYDROISRAPH, C'\ba5in13.tie1 FILE ALREADY EXIST; OVERWRITE (Y or N) 7 Y SPECIFY, C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ENTER' AI PERV), CN( PER'J), A( IMPER'J), CN( IMPERV), TC FOR BASIN NO. 2 .12,84, .34,98,2 DATA PR INT -OUT' AREAl ACRES) .5 PERVIOUS A CN .1 84.0 I MPER'J IOUS A CN . cO 98.0 TCIMINUTESi 2.0 PEAK-QICFS) .45 T -PEAK ( HRS ) 7.67 VOLl CU-FT ) 5182 ENTER Ed, J[pathJfl1enaMe[ .exll FOR STORAGE OF COMPUTED HYOROGRAPH, C:\basln14.tiM SPECIFY, C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 7 - PLOTHYD 8 - DATA 8 - RDFAC 10 - RETURN TO DOS ENTER OPTION, ~ RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY Cd: ][pathJrllenarr,e[ .ex! ] OF ROUTING OP'ITA C:\ba5in15.tiM DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA, STAGE(FT) .00 1. 00 OISCHARGE(CFS) .00 .04 STORAGE(CU-FT) .0 950.0 PERr'l-AFEA ( SQ-FT ) .0 AVERAGE PERM-RATE, .0 i"lINUTES/INCH ENTER [d:] [pa t h J f i 1 enar..ei. . e;cd J OF COMPUTED HYDROGRAPH: .00 1.00 .00 .04 .0 950.0 .0 .0 AVERAGE PERM-RATE, .0 MINUTES/INCH ENTER [d' J[ pa t h] f il enaMel . ed] OF COMPUTED HYDROGRAPH, C:\basin12.tiM INPUTED ROUTING-DATA HAS BEEN EXTRAPOLATED. INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW(CFSI PEAK-OUTFLOW(CFS) .25 .04 OUTFLOW-VOL(CU-FT) 2308 INITIAL-STAGE(FT) TIME-OF-PEAK(HRSI .00 10.67 PEAK-STAGE-ELEV(FTI 1.00 PEAK STORAGE, 950 CU-FT ENTER [do ][pathJfllenaMeC.ext] FOR STORAGE OF COMPUTED HYDROGRAPH, C'\ba5inI7.tiM FILE ALREADY EXIST; D(JERWRITE ('{ or N I 7 y 9 - RDFAC 10 - RETURN TO DOS ENTER OPTI ON, 4 RESERVOIR ROUTING ROUTINE W/SPLIT-OUTFLOW SPECIFY Cd, ][pathJf1IenaMe[ .ed J OF ROUTING DATA C'\ba51n1S.tIM DISPLAY ROUTING DATA IY or N)7 y ROUTING DATA, .00 1. 00 1. 50 OISCHARGE( CF:3) A B .00 .00 .04 .00 .04 .15 STORAGE(CU-FT) FERM-AR.EA( SQ-FT) STAGEIFTi .0 950.0 1417.0 .0 .0 .0 AVERAGE PERM-RATE: .0 mNUTESIINCH ENTER [d: J[ pa t h J f i 1 enai'le[ . e>d J OF COi"1PUTED HYDRO(3RAPH: C:\baSln14.tiM INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOWICFSi PEAK-OUTFLOWICFS) A B .45 .04 .14 OUTFLOW-VOL(CU-FTi A B 2950 1521 INITIAL-STAGE(FTi TIME-OF-PEAK(HRSi .00 8.00 PEAK-STAGE-ELEV(FTi 1. 46 REQUIRED STORAGE, 1380 CU-FT FOR DISCHARGE POINT A, ENTER Cd' ][pathlfilenaMe[ .e:d ] FOR STORAGE OF COMPUTED HYDROGRAPH' C:\basin18.tiM FOR DISCHARGE POINT B' ENTER [d:] [pa t h J f i 1 enaMel . ed ] FOR STORAGE OF COMPUTED HYDROGRAPH, C, \ba5in19.liM SPECIFY, A - PRINT "A", 8 - PRUH "8", ~ - STOP 8A5/N ! 'D "3 ~' / Y, / e,' I e l::: 8.D l/o{@ (' =' (5')(;)(~) -f- (1z-)(rz){rv);-( ;;)(<')(5<) ::. S"t;C<::> cl @. [,0'1= Uo( @ /' _~ ;.L( 0= 9cr:; cJ ./ := 8 UJ! <2 ~~' :- (?)(lr){lo) f (4){tr;5)(7~ 1-(0-)(7 X,..) I'll? cl ~ ~ BY DATE mum MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O, BOX 69039 PORTLAND, OREGON 97201 FAX (503)226-1265 JOB NO. SHT. OF @MACKENZIE ENGINEERING INCORF'ORATED 1990 ALL RIGHTS RESERVED 8A-5/!'1 I cy~ A =' cA 1/ 2;L. 0.<:::>3<; )'l- (O'b,-)(2"Yl.~./ ~ -c 0. =~/~ .sf e /~ I !rebt~ ;;~ c?=- (O.V'-)(O.~<>7)('2')'-'~'/1 ~ I 0.Oi2-7 ch , ! . (/fj.?,d 6fJ17cL- di<;cLw,e'::- 0./'7 - O. 6 CfL '7 ::= 6, Jt.f73 ~6 ~ LOt.u6rc 612-; frLb ---;- ... O. 00.' .::s-T "- I,d I~'" t. <::::. \ == lId~ ~ d =- I. I::' IN ----- VP{>e-R 0(C./F/L6 - A '" D,/Lf73 J'. '- (O/Go2)(2.'Y~:Z. .~ 0/5") ~ O. l)'2. '7 "= f-t-L "' '-I. '2 (", " L 1/1 t/, 2~ 3 =- 'iT d' 'I ) I n c:; = 2.':>3 BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND. OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND. OREGON 97201 FAX (503) 226.1265 JOB NO. SHT. OF @MACKENZIE ENGINEEAlNG INCORPORATED 1990 ALL RIGHTS RESERVED 2,24,2.2 Bl:\s,~ t. ******************** S.C.S. TVPE-IA DISTRIBUTION ~******************* ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL PRECIP. ********* ENTER' A(PERV), CN(PERVi, A(IMPERVi, CN(IMPERV), TC FOR BASIN NO. 1 1.36,85,0,0,15.6 DATA PRINT-OUT' AREA(ACRES) FERI)IOUS A CN 1 . ~ 85.0 1.4 PEA!<-Q( CFS) .25 T -PEAl<: (HR'3 ) 7.83 I ~IPERIJ rous A CN .0 .0 TC( f1INUTES) 15.6 IJOL(CU-FT) 4648 ENTER Ed: ][pathJfilenaMe[.exiJ FOR STORAGE OF COMPUTED HYDROGRAPH: C'\bB.51n21.l1M FILE ALREADY EXIST: OUERWRITE \ Y or N) ? y SPECIFY: C - CONTI.~JUE, ~j - !\lEWSTORM l P - PRINT: S - STOP ENTER [d'][ pat h] f ilenaMe[ . e:d] FOR STORAGE OF COi~PUTEo HyoFWGRAPH, C:\ba5in21.tiM FILE ALREADY EXIST; olJERWRITE (Y cr- N) ? SPECIFY, C - CONTINUE, N - NEWSToRM, P - PRINT, S - STOP c ENTER, A(PERVi, CN(PERVi, A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 0185,1.36,98,2.5 DATA PRINT-OUT, AREA(ACRES) PERVIOUS A C~l .0 85.0 1.4 PEM: -Q ( CFS i .B5 T -PEAf: (HRS ) 7.67 " L I 11PERIJ rous A CN 1.4 98.0 TC(MINUTES) 2.5 VOL< CU-FT ) 8742 ENTER [d'][ pat h] f llanaMa[ . ad] FOR STORAGE OF COMPUTED HyoROGR.APH, C:\basin22.tiM FILE ALREADY EXIST; OVERWRITE ('{ or N) ? S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER, FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25,24,3.69 ******************** S.C.S. TYPE-1A DISTRIBUTION ******************** ********* 25-YEAR 24-HDUR STORM **** 3.69" TOTAL PRECIP. ********* ENTER: A(PERVl, CN(FERV1, A<IMPERV), CN(IMPERV), Te FOR BASIN NO. 1.36,85J0,0j15.6 DATA PRINT-OUT AREA(ACRES) PERUIOUS " eN 1.4 1,4. 85.0 PEAf:-Q( CFo) .67 T -,2EAr<( HRS ! 7.83 IMPERVIOUS A CN .0 .0 TC! MINUTES) 15.6 IJOL (CU-FT ) 1074'3 ENTER Ed: J[pathJfll~najile[ .e;\iJ FOR STORAGE OF CDt1PUTEO HYOFWGRf4,FH: C:\basin23.tlrl SPECIFY: C - co~nIr'JUE, N - f'JEWSTORt"l. P - PRINT, --: - STOP .67 7 Q-:;: 10745 ENTER Ed' J[pathJfl!enaMe[ .extl FOR STORAGE OF COMFUTED HYDROGRAFH, C:\basin23.tiM SPECIFY' C - CONTINUE, N - NEWSTORM, P - FRINT, S - STOP c ENTER: A(PERU'l CN(PERV), A(IMPERV), CNCIMPERV), Te FOR BASIN NO. / 0,85,1.36,98,2.5 DATA PRINT-OUT AREA(ACRES) PERVIOUS A CN .0 85.0 1.4 PEM:-Q( CFS) 1.47 T-PEAf:(HRS) 7.67 II1PER'J10US A CN 1,4 58.0 TC( MINUTES) 2.5 VOL ( CU-FT ) 17067 ENTER [d' l[pathJfilena~e[ .extJ FOR STORAGE OF COMPUTED HYOROGRAFH, C:\basin24.tiM SPECIFY, C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 7 - PLOTHYD 8 - OATA 9 - RDFAC 10 - RETURN TO DDS ENTER OPTION' 3 RESERVOIR ROVTING INFLOW/OUTFLOW ROUTINE SPECIFY Ed' ][pathJf11ena~e[ .ed] OF ROUTING DATA C;\basin25.tiM DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA' STAGE(FT) .00 3.00 DISCHARGE (CF'3 ) .00 .13 STORAGE( CU-FT) .0 3500.0 PERM-AREA(SQ-FT) .0 .0 AVERAGE PERM-RATE' .0 j"HNUTES; INCH ENTER. [d'][ pa \ h Jf 11 enaMel. ad] OF COMPUTEO HYOROGRAPH, AVERAGE PERM-RATE' .0 MINUTESIINCH ENTER [d'][ pat h] f il enaMel . ex \ J OF COMPUTED HYDROGRAPH, C:\ba.sin22.tiM INPUTED ROUTING-DATA HAS BEEN EXTRAPOLATED. INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) .85 .13 OUTFLOW-VOL(CU-FT) 7870 INITIAL-STAGE(FT) TIME-OF-PEAK(HRSJ .00 10.67 PEAK-STAGE-ELEV(FT) 3.07 PEAK STORAGE, 3580 CU-FT ENTER Ed' ][pa\hJfilenaMe[.ex\] FOR STORAGE OF COMPUTED HYOROGRAPH, C:\basin27.tiM FILE ALREADY EXIST; OIJERWRITE (Y or N) 7 Y SPECIFY' C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION, 4 RESERVOIR ROUTING ROUTINE W/SPLIT-OUTFLOW SPECIFY Ed: J[pathJfllenaMe[ .e;,:;t J OF ROUTING DATA C:\ba5in26.tiM DISPLAY ROUTING DATA ('lor N)? y ROUTIi% DATA, STAGE(FT) OISCHARGE(CFSj ,M 8 STORAGE(CU-FT) PERf'1-AREA (SD-FT ) .00 3.00 5.00 .00 .00 13 .00 15 .51 .0 3500.0 6205.0 .0 .0 .0 AVERAGE PERM-RATE, .0 MINUTES/INCH ENTER Cd' HpalhJfilenaMe[ .ed J OF COl1PUTEO HYOROGRAPH, C:\basin24.tiM INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOWICFSI PEAK-OUTFLOW(CFSI A B 1.47 .15 .32 OUTFLOW-VOL(CU-FTI A B 9858 4527 INITIAL-STAGE(FT) TIME-OF-PEAK(HRSI .00 8. 17 PEAK-STAGE-ELEVIFT) 4.26 REQUIRED STORAGE' 5200 CU-FT FOR DISCHARGE POINT n' ENTER Cd' HpathJfilenaMe[ .ed J FOR STORAGE OF COMPUTED HYDROGRAPH' C:\basin28 FOR DISCHARGE POINT B' ENTER Cd' HpathlfilenaMe[ .ext] FOR STORAGE OF CONPUTED HYDROGRAPH, C:\basin29.tiM SPECIFY, A - PRINT "A", 8 - PRINT "8", S - STOP B/'r5 /rJ Z Q:= A - cIA- -u 2 /~ C? '5 I hi!cc-l O 1'2"- . :::> - '/ 0.6L ( 2"7<'.'2- ')) "- L?;:: (6.(,,'L)( o.(//'IS-)(t,}'2,L' s) ~~ = 0; O/'f~ ~f . :; o /&.I 'f cfs Lpj?e/ D{rh~ dr5c.A'1.e - 0. c::, 7 - o. I G. Ie;' 0, S 68b I CTO, i&~/;LJ6f2 Co:!:/ ri tL- D. 0/7'-5 r';tL.. Z.08'2, ~ ---.... ff ~ ;;.,1 A '2, t1S8 7Td' c/= /,f-3 " ;:; " r J VPP~? o)?//'7c.c A = 0,5086 frL ~ 0,0723 Z. )" '- 0,62.. (Z''31.l' ~ /0, 'if /H '- 1/4L " /D/'l-I = c/ ;' 3. (4 ;I '" BY DATE m MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201(503) 224-9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503)228-1285 JOB NO. $HT. OF 'C'MACKENZIE ENGINEERING INCORPORATED I.l:::I 1990 ALL RIGHTS RESERVED SAS/;J '2 \7 ~ A ~ x (7TXt'1r ,j- ~2'2C; ]3' -= 1/, <.:0 '-f .p 35 CSt::, II; . <0. 'f :c ~rL /1' F JcrM v.('--'V'-'- e /-vI! - b/LC:>'S c.f - BY DATE u MACKENZIE ENGINEERING INCORPORATED 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201(503) 224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 226.'265 JOB NO. SHT. OF @ ~9~KA~~Z~~GE~T~~~~~~~EI~COAPQRATED B~ ~'''\ "3 S.C.S. TYPE-IA RAINFALL DISTRIBUTION -- ENTER, FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2.2 ------------------~-----------~--------------------------------------- ***********~******** S.C.5. TYPE-1A DISTRIBUTION **************.***** ********* 2-YEAR 24-HOUR STORM **** 2.20" TOTAL PREeIP. ********* ENTER' A(PERUI, CN(PERU), A(IMPERUI, CN(IMPERUI, TC FOR BASIN NO. .53,85.0,0J13.5 DATA PRHJT -OUT, A CN 85.0 If'IPER')l OUS p., Cl>J .0 .0 TC( JYIINUTES) AREA(ACRES) PEPUIDUS .5 13.5 7.83 UOL(CU-FT) 1813 PEAf:-Q( CFS) .10 T -PEA!.; \ HRS ) ENTER Ed: ][pa'thJfilenaf'"leL.e:..:tJ FOR STORAGE OF COf1PUTEO HYOROGRAPH= C:\ba.sin31.tir'l SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP .10 7.83 1813 E'"TE.R [d'][ pa I h] f 11 enaMel. e:d] FOR STORAGE OF COMPUTED HYDRDGRAPH, C:\basin31.tlM SPECIFY' C - CONTINUE, N - NEWSTORM, .0 - PRINT, S - STOF c ENTER, A(PERV), CN(PERUI, A(IMPERUI, CN(IMFERV), TC FOR BASIN NO. .02,84, .S1,9Sll.3 " DATA FRINT-OUT' .5 PERVIOUS A CN .0 84.0 IMFER'JIOUS A CN .5 98.0 TC(MINUTESI APEA (ACPES ) 1 ~ PEF,K-Q( CFS J .34 T -.oEM: (HRS I 7.67 VOL (CU-FT ) 3717 ENTER Cd' ][palhJfilenaMe[.exlJ FOR STORAGE OF COMPUTED HYOROGRApH' C:\be.sin32.tiM SPECIFY, C - CONTINUE, N - NEWSTORM, .0 - PRINT, S - STOP S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER, FREQ(YEAR), DURATION(HDUR), PRECIP(INCHES) 25,24,3.69 ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HDUR STORM **** 3.584 TOTAL PRECIP. ********* ENTER' A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .53,85,0,0.13.5 DATA PRHH-OUT, AREA(ACRES) PERI) I aus A cr~ .5 85.0 .5 PEAf: -Q (CFS ) T ~F'EA!< ( HRS ) ')'"7 .i...,{ 7.83 Ir"1PERljIOUS A eN . 0 . 0 TC( r'lINUTE'::;;' 13.5 \)OL (CU-FT ) 4132 C:\basin33.tir'1 ENTER Ed: HpathJfilenaf'lei: oe;,,:tJ FOR STORAGE OF COf"1PUTEO HYDROGRi';PH: SPECIFY: C - CONTINUEl N - NEWSTORMj P - PRINT, S - STOP "- . L ( 7.83 4.1 q? .I. ~''- ENTER [d'][ pa! h Jf 11 enaMel . ed] FOR STORAGE OF COf1PUTED HYOROGR,APH, C:\basin33.tiM SPECIFY, C - COIHPWE. N - ~JEI..JSTORM. P - PRINT, S - STOP c ENTER' A(PERV), CN(PERV), A(IMPERU), CN(IMPERV). TC FOR BASIN NO. .02,84, .51,88 1 1 .3 DATA PRINT-OUT' AREA(ACRES) PERVIOUS A CN .0 84.0 .5 PEAK-Q( CFS) .60 T-FEAK(HRS) 7.67 IMPER\iIOUS A cr.j .5 88.0 TC( MINUTES) 1.3 VOL< CU-FT ) 6552 ENTER [d'][ pa! h Jf i 1 enaMel . e:d] FOR STORAGE OF CO~jPUTED HYDROGRAPH' C:\basin34.tiM SPECIFY, C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTI ON' 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY Cd: J[pathJfilena~le[ .ext] OF ROUTING DATA C:\basin35.tiM DISPLAY ROUTING DATA (Y or N)7 y ROUTING DATA' STAGE(FT) .00 .70 OISCHARGE(CFS) .00 .05 STORAGE(CU-FT) .0 1960.0 PERM-AREA(SQ-FT) .0 . '3 AVERAGE PERM-RATE: .0 MINUTES/INCH ENTER [d; J [pa t h J f i 1 enaMe[ . ex t ] OF COMPUTED HYDROGRAPH; .00 .05 STORAGE(CU-FT) .0 1960.0 PERM-AREACSQ-FT) .0 .0 STA,GEe FT) .00 .70 DISCHARGECCFS) AVERAGE PERM-RATE: .0 MINUTES/INCH ENTER Cd, HpathJfilenaMe[ .edJ OF COMPUTED HYDROGRAPH, C:\basln32.tiM INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) .34 .04 OUTFLOW-VOL(CU-FT) 2611 INITIAL-STAGE(FT) TIME-OF-PEAKeHRS) .00 12.67 PEAK-STAGE-ELEV(FT) .58 PEA,: STORAGE, 1510 CU-FT ENTER Cd' J[pathJfilenaMe[ .extJ FOR STORAGE OF COMPUTED HYDROGRAPH, C~\ba5in37.tiM SPECIFY, C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE 9 - RDFAC 113 - RETURN TO DOS ENTER OPTION, 4 RESERVOIR ROVTING ROUTINE W/SPLIT-OUTFLOW SPECIFY Cd' J[pathJfllenaMe[ .ed J OF ROUTING OATA C:\ba5in36.tiM DISPLAY ROUTING DATA (Y or N)7 y ROUTING DATA' STAGE( FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) ,11 B .1313 .1313 .00 .13 .13 .713 0C: .00 19613.13 .13 1.1313 .136 .21 261313.13 .13 AVERAGE PERM-RATE' .13 ~IINUTES/HICH ENTER Cd: J[paih]filenaMe[ ,e~<t J OF COMPUTED H'y'DR:OGRAPH: C:\basin34.tirr; INFLOW/OUTFLOW ANALYSIS' PEAK-INFLOWiCFS) PEAK-OUTFLOW(CFS) A B .613 .135 13" OUTFLOW-VOLCCU-FT) A 8 3664 13139 INITIAL-STAGECFT) TIME-OF-PEAK(HRS) .1313 B . 513 PEAK-STAGE-ELEVCFT) .82 REQUIRED STORAGE, 22913 CU-FT FOR DISCHARGE POINT A' ENTER Ed' J[pathJfilenaMe[ .ed J FOR STORAGE OF COMPUTED HYDROGRAPH' C:\bdsin38.tiM FOR DISCHARGE POINT 8, ENTER Ed' ][pathJfilenaMe[ .ext] FOR STORAGE OF Cor1PUTED HYDROGRAPH' C: \basin38.tiJ'il SPECIFY' A - PRINT "A", 8 - PRINT "8", S - STOP BASIN -5 Q I ~ cA 1/ '2 ih A "'" --- C:::>,O~ (D,G'l--) (1-.)"-''2..- ' D7) :c. '- - 0.=/2-0 51 @ ! I h~~A Q =- lO,rcc)( o. OI~(Z , () l :. c).oS<Je, c:n vp(l<'" Df;1. ~ 0~ 0.L7 - \::c,,<::::o.5':?8. '=- D,LI~L <-h .- Q(C/ ;/c& r /,12s Ifl Z- ~ 0.0/2.0 51 /; 72 'if' ~ 'lTc:I'- c( /, '-If' " Iff "'- = '/ ) '5}'2/(7 cf:: ,- A "" iJ, '2/02 .' ~ O.o77( sT O'b2.(Z' 3Z.2 <:7.3 F~ =- I/, II 1/1'<- I;: II ::: 7T elL 4::: 'f / 3.7(., ItJ BY DATE 1m MACKENZIE ENGINEERING INCORPORATED 0690 s.w. BANCROFT STREET PORTLAND, OREGON 97201 (503) 224.9560 P.O. BOX 69039 PORTLAND, OREGON 97201 FAX (503) 228.1265 JOB NO. SHT. OF @MACKENZIE ENGINEERING INCQRP('..'1ATED . .. t990 ALL RIGHTS RESERVED JL SELKIRK METALBESTOS SUBMITTAL RECORD JOB 124164n LOCATION Po" SUBMITTED TO SUBMITTAL PREPARED BY APPROVED BY DATE ONE INCH FIBER INSULATED POSITIVE PRESSURE EXHAUST SYSTEMS CI (rec PO t+ itte_-F4.( MODEL IPS-C1 v n W i rn, rn r r�rn V tin n. n n rnnr rz"�'d' I'�" tovoo Models PS IPS Models PS IPS Prefabricated Pressure Piping Systems Prefabricated Pressure Piping Systems STANDARD 1 -YEAR WARRANTY EXTENDED 10 -YEAR WARRANTY Selkirk Metalbestos warrants the chimney grease and exhaust duct system and components against functional failure due to defects in material and workmanship for a period of one year from date of delivery to the construction site. Functional failure is defined as'any failure of the system or a component to perform its intend ed Iunction of exhausting, without adverse leakage, combustion byproducts Irom engine operation or heating equipment. During this period, any system or compo• nent supplied by Selkirk Melalbestos tailing to perform its intended function will be repaired or replaced, at the manufacturer's option, following determination by a lactory authorized inspector that a functional failure has occurred. This warranty is limited to repair or replacement of the product plus shipping cost to the failure location. This warranty does not cover any labor costs for removal or replacement of the defective product nor does this warranty cover any system com. ponents not lurnrshed by Selkirk Metalbestos and installed as part of the system This limited warranty is extended to the purchaser subject to the satisfaction of the following conditions: 2.) The undamaged components have been correctly nslalled accordance with system design and sizing as performed by Selkirk Metalbestos and stailation instructions published by Selkirk Metalbestos at the time of shipment 3.) Proper precautions have been taken to insure that boiler or engine combus. P lion air is Tree of solvent or relrigerant vapors or any halogenated compound which may cause acid condensates to form within the chimney. 4.) Selkirk Metalbestos has supplied the entire chimney or exhaust system from boiler/engine outlet to the termination of the stack. 5.) Prior to startup and thereafter, exposed aluminized steel surfaces are protected with a minimum of one base coat of primer and one finish coat of heal re• sistant and corrosion resistant paint at all times. Stainless steel surfaces need not be primed or painted. Systems partially supplied by Selkirk Metalbestos do not qualify for the extended warranty Selkirk Metalbestos assumes no liability for incidental or consequential damages of any kind or for any damages resulting in whole .or in part from misuse. improper in- stallation, or inadequate maintenance of the system or any component pan thereof. This warranty is in lieu of all other express warranties or guarantees of any kind. All implied warranties, including merchantability and fitness, are limited to the duration oI the express warranty contained herein. Selkirk Melalbestos neither assumes nor does it authorize any other person to assume on its behalf any other liability connecti with the sale of its products. P For prompt warranty service, contact the nearest Selkirk Metalbestos Commerciallln F dustrial Venting Products Agent or Selkirk Metalbestos, Customer Service Department P.O. Box 631. Logan, Ohio 43138. SKRK SKRK MET EL ALBESTOO I S ��r�� u5 MET ELALBEISSTT vr '1Pri�i tgli reeta�iurt, u u u vuu u�radri u t u getatatt u uu u uu u�'�r 'tel tetrrr 1.) Generally accepted engineering practices have been followed to determine that sizing and material specifications are suitable for the application and environment involved. 2.) The undamaged components have been correctly installed in accordance with the installation instructions published by Selkirk Metalbestos at the lime of shipment. Selkirk Metalbestos assumes no liability for incidental or consequential damages of any kind or for any damages resulting in whole or in part from misuse, improper installation, or inadequate maintenance of the system or any component part thereof. This warranty is in lieu of all other express warranties or guarantees of any kind. C All implied warranties, including merchantability and fitness, are limited to the dura• tion of the express warranty contained herein. Selkirk Metalbestos neither assumes nor does it authorize any other person to assume on its behalf any other liability in connection with the sale of its products. For prompt warranty service, contact the nearest Selkirk Melalbestos Commer- cialllndustrial Venting Products Agent or Selkirk Metalbestos. Customer Service Department. P.O. Box 631 Logan, Ohio 43138. (LAND BASED INSTALLATIONS ONLY) Selkirk Metalbestos warrants the chimney, grease duct, engine exhaust. system and components against functional lallure due to defects in material and workmanship for a period of ten years from date of delivery to the construction site. Functional failure Is defined as any failure of the system or a component to perform Its Intended lunction of exhausting, without adverse leakage, combustion byproducts from engine opera', or bolter heating equipment. During this period, any system or component supplied by Selkirk Metalbestos falling to perform Its Intended function will be repaired or replaced, at the manufacturer's option, following determination by a factory authorized spector that a functional 'allure has occurred This warranty is limited to repel or replacement of the product plu shippr st to the failure location. This warranty does not cover any labor costs for removal or reps: menl of the defective product nor does this warranty cover any systen co qi ie m not furnished by Selkirk Melalbestos and installed as part of the system. This limited war my is xtended to the pu cha subject to the satislar•li ut iii following conditions: 1.) System sizing and design has been performed by Selkirk Metalbesto pe son el. and design parameters provided to Selkirk Melalbestos by the respo rsrbie P engineer were and are accurately representative of the operating conditions THE MODEL IPS SYSTEM CONCEPT Selkirk Metalbestos Model IPS is a modular prefabricated fiber insulated piping system embodying flanged joints designed for both quick assembly and pressure sealing capability It offers a combination of 1 2" and 4" fiber insulated piping components as well as the structural accessories needed for support and attachment to building structures. Expansion joints are available both in gasket designs and in pressure tight all welded bellows designs. Suitable standard gas carrying pipe parts are usable for a wide variety of applications including: Exhaust piping for engines or turbine units. Chimneys and stacks for all types of building heating equipment. Restaurant exhaust ducting requiring compliance with severe grease leakage and fire resistance tests. Chimneys and stacks for industrial ovens, furnaces, process equipment or for their exhaust hoods. Heated air and combustion product ducting. Light duty pollution and venting systems. Underground piping and venting systems. Marine engine exhaust and shipboard venting. Offshore drilling rig venting. Freestanding stacks. MODEL IPS JOINT DETAIL Fill Inner Vee Band with proper sealant. Inner Vee Band for 6' 8' 42' and 48 I D pipe is a two piece part INNER PIPE OUTER PIPE USE PE00 HERE ON .OUTDOOR VERTICAL INSTALLATIONS SPACER 41- OUTER CHANNEL BAND INNER VEE BAND JOINT SEALANT 'A DEEP IN INNER VEE BAND GROOVE FLANGED INNER JOINT INSULATION MODEL IPS JOINT ASSEMBLY Position Inner Vee Band belolw flange of one Model IPS pipe length or fitting COMPLETE LINE OF PIPE AND FIT- TINGS The Model IPS system is available in seventeen sizes, from 6" I.D. to 48" ID The fittings include various elbows, tees, supports and terminations, as well as a variety of accessory fittings designed to make installation simple and quick. Each component is shipped completely insulated and ready for installation. Inner Vee Bands, insulated Outer Channel Bands and the necessary hardware are included in each package. Model IPS Systems with closely coupled elbows, offsets or with several appliances manifolded together usually require odd lengths of pipe (other than 18" 30" 42" or 60 The Adjustable Length (P -AG -C) or the Variable Length (P -VL -C) is intended to make -up distances from 4 to 26" Where an adjustable length must function simultaneously as an expansion joint, adequate expansion allowance must be made for both normal operating temperatures and those due to abnormal conditions. HEAT CORROSION RESISTANT The inner gas carrying pipe of the Model IPS is available in 304 and 316 Stainless Steel in 0.035" minimum thickness for sizes 6" through 36" I.D and 0.048" minimum thickness for sizes 42" through 48" I.D. The 316 stainless may be specified for it's corrosion resistance to chemicals. An outer jacket of aluminized steel surrounds the 1 2' or 4" fiber insulation and protects the inner joints and the fiber insulation from weather and damage. Minimum material thickness for outer jackets are 0.025" for 6" through 24' sizes and 0:034" for 28" through 48" sizes. The outer jacket may also be specified in 304 or 316 stainless if corrosive conditions warrant. Concentricity of individual pipe section construction is obtained by multiple -tab spacer bands attached to the outer jacket at each end and retained behind the inner flanges. Mate flanges of two pipes together position Inner Vee Band over two flanges and tighten securely Slip the edges of insula- tion attached to the Chan- nel Band under the outer pipe edges Align the Channel Band with pipe grooves and tighten MODEL IPS MAXIMUM OUTER PIPE TEMP RISE ABOVE AMBIENT TEMP 240 220 p 8 d p 200 180 180 140 720 100 so so 40 20 NO NSULA1ON RCN AIR GAP (All DIAMETERS) 1' 1' 1' 1' 1 0 100 200 300 400 300 800 700 800 900 1000 FLUE GAS TEMPERATURE RISE ('F ABOVE AMBIENT Test Conditions: UL103 Teel for 1000 F Flue Gases, Vertical Configuration SUPPORT GUIDE SPACING INCH NSUL n011 78 74 12' 0• 2 NCHE5 NSULAT1ON 78• 12' INDIES INSULATION 78' 28' 24 18' 12' PIPE SIZES (INCHES 0 UL Listed Model IPS outer pipe surface temperatures obtained bu using standard UL test procedures and standards. IPS IS STRONG YET LIGHTWEIGHT For selection, design and location of footings, supports, braces and guying, nominal weight of Model IPS in pounds per foot of length can be estimated using the formulas below (pipe size, D is in inches). C1 0.2 +11D C2: 1.3 1.3D C4 4 7 1 7D For example, a 30" length of 2" thick fiber- insulated 36" diameter pipe would weight (1,3 (1.3 x 36)] (2.5) 120 lbs. The maximum allowable spacing between supports varies from 9 feet for the 6" I.D C4 size to 27 feet for the 48" C1 I.D size. This spacing was derived from simulated wind load testing (force applied perpendicular to the long axis of the pipe) using the projected area determined by the outside pipe diameter and the exposed pipe length with an applied load of 30 pounds per square foot. Depending on the assumed drag co- efficient of a cylinder the building height and the wind velocity profile, this applied force approximates a wind velocity of over 100 miles per hour Actual horizontal static Toad was applied evenly along the length of a pipe by adding sand bags to the weight of the pipe. The Support Guide Spacing Table gives maximum allowable spacing between supports for pipe, based on tests for 10" I.D 20" I.D and 36" I.D sizes. These support spacings apply to any span between two guides, or between a guide and support either a vertical or horizontal position. Detailed seismic testing has been completed and engineering data is available concerning the seismic stability Contact the factory for detailed information. -C1 -C2 -C4 Qigg der S F S F S 8 67 10'7" 87 511' MODEL IPS SUPPORT STRENGTH 12 4' 9'I' 7 8'6 111'11' 71' AND HEIGHT 14 17'9' 9'9' 1511• 97 137 e'4• High strength Plate Support and Wall Support Assemblies 16 190' 106' '0• 6' 17 10'0• 147 91' g 9 PP an PP 18 204• 111• 187 107 15'4' 910' are designed for Model IPS. Both assemblies clamp securely 20 217' 170' 197 117 16'4• 108• to the inner joint at an inner Vee Band and provide much of the 22 270' 1 29" 20 1 17'0' 1117 necessary structural steel to transmit weight to the building. 23'0' 179• z79• 12'3' 177' 11'8• Y pipe Pe 9 g 28 237 171• 21 178• 18 1117 The Support Height Limits Table shows limitations which 28 24'4• 176' 221• 131' 18'9' 174' has been tested at a safety factor of four 30 290' 1710' 278• 175' 194• 178" 32 257 147 274' 1310' 1911' 172" 38 271' 157 247' 147 217 1311' 42 271' 157 247' 147' 217 1311' 46 271' 157 247 147' 217 1311' SUPPORT HEIGHT LIMITS S Maximum spacing between two guides or a support and a guide In either a vertical or horizontal position. F Maximum height above a guide or support for freestanding system above a roof or parapet wall. THREE PIPE JOINT SEALANTS AVAI- LABLE The flanged joints of Model IPS pipe sections must be sealed to prevent leakage and to maintain system performance and product durability For gas temperatures 600 F and under P -600 silicone sealant may be used. P -600 comes in an 11 ounce conven- tional cartridge. For gas temperatures which may exceed 600 F which are very common to Diesel Engines, Gas Turbines, Grease Duct and other building heating equipment, P -2000 or P -2000E may be used. P -2000 joint cement kit requires mixing while the P- 2000E joint sealant is pre -mixed and comes in an 11 ounce conventional cartridge. Properly sealed joints are gas tight and high resistant to oil, water solvents, and all acids except Hydrofluoric. MAXIMUM HEIGHT OR SUSPENDED LENGTH (FEET) PARTS USED -C1 -C2 -C4 Pier or Appliance Outlet Sizes 6 through 20 P -CF -C 162' 132' 93' Sizes over 20 through 36 P -BK-C 127 101' 74' Base Supported Tee P -MT -C 29' 20 16' P—,IL -C Plate Support Assembly P Sizes 6 through 20 P -PA-C 167 108' 55' Sizes 22 thr ugh 48 87 56' 37 Plate Support Assembly with High Strength Base Sizes 22 through 48 123' 84' 45' Roof Support Assembly Unguyed Stack P -MRS -C Sizes 6 through 48 Full Ring P -FR -C Guy Section P-GS -C Wall Guide and P -WG-C Floor Guide Spacing P -FG-C Free Standing Height P -FR-C above full ring P-GS -C guy section, wall guide P -WG -C and floor guide P -FG-C T T 5' See Spacing Table Dimension S See Spacing Table Dimension F 12P —ER 12P —JL —C 12P —BJ —C 12P— EL30 —C GENERATOR.SET OR HEATING APPLIANCE 12P— EL45 —C 18 23'3" (4) 12P -42 —C 12P —WA —C 12P —BJ —C 12P —FR —C FLEX CONNECTOR BY OTHERS 12P —FL —C 12P— WG —C SELKIRK METALBESTOS ACAD LAYOUT THERMAL EXPANSION ASPECTS The flange -to- flange joints of the Model IPS inner pipe transmit axial thermal expansion movements and forces in the same manner as continuous welded pipe. In addition, the expansion of the 300 Series Stainless Steel is approximately 50% greater than that of ordinary low carbon steel and can be estimated as one inch per 100 F rise in gas temperature per 100 (50' at 300 F will expand 1.5 It is important to calculate this expansion and allow for it by using a suitable Bellows Joint (Part No. P -BJ -C) or an Adjustable Length (Part No. P -AG -C) wherever the expansion might exceed 1/4" This P -AG -C fitting, which comprises a closely fitting sliding internal section with a graphite packing seal and a sliding outer section, can be used to absorb these movement. RESEARCH AND TESTING BACKS UP IPS PERFORMANCE Selkirk Metalbestos development of air insulated, pressure sealed prefabricated stacks and venting systems for commercial and industrial applications has been on -going through several decades. The new Model IPS replaces the Model PS airspace with fiber insulation giving Model IPS superior characteristics. The result is a unique product, specially engineered and suited for a wide variety of mechanical applications, and a cadre of engineers and researchers with unsurpassed knowledge and experience in system design, construction, pipe sizing, supports, clearances, condensation, flue gas temperatures, expansion and stress parameters, and flue gas co- efficients. A complete research and testing facility is working continually on special problems raised by unique installation requirements and improvements in the existing product performance as well as new applications for Model IPS. 14 TECHNICAL AND ENGINEERING SE- RVICES With the superior efficiency of Model IPS in handling flue gases for a variety of applications, sizing calculation often permits design of a smaller I.D chimney or duct than otherwise would be specified. This reduced diameter can mean lower product cost, conservations of valuable space, Tess pipe weight, Tess or no condensation and more efficient performance. Selkirk Metalbestos Commercial /Industrial representatives are qualified to provide complimentary field service to assist contractors, builders, engineers, specifiers, architects, and owners in designing the most efficient, cost effective Model IPS systems for specification. In addition, Selkirk Metalbestos engineers and draftsmen will analyze your schematic dra- wings and appliance data to properly size the system you require and then complete engineering or submittal drawings showing detailed parts required. Formulas used in the pro- duct sizing programs not only take into account the ASHRAE and other recog- nized scientific calculation methods and data but incor- poratethe specific flow cha- racteristics of the Model IPS product such as pressure loss, outlet back pressure and flow resistance verified by Model IPS testing. With this Selkirk Metalbestos Model IPS computer sizing system, you no longer have any need to estimate or oversize vent stacks and breechings. SELKIRK METALBESTOS SIZING /PRESSURE CALCULATIONS Fuel 02 Fuel 0,1 METU nput IETU 1 024 Per FI temp abo. m61 nt 350 CO2 oducts 50 Alt tude abo 1 el 1 0 Effect qh of stem: 7 000 Lengt ght 7 010 o Syste in t 1 or ul p1 appl of 45 Degr at 1 T 1 Deur El 45 Deg. Elbo Dr SeLt Bell Jo nt T od In Tape ed Redt All abl pr Stacl La T at Compute ed Sell F od, t Sr gel Be etr Fr Alt De ty of FI Ga The et al Draft Flu Ga CO2 ed f Cal Combust produ is FI Ga Ma FI FI Ga Vol F1 ICFM) FI Ga Vel ty 18 5, e) Total System Vel ty Heads Syste Pr Los Ma Pr at System Entr No tea• tude old Degr YE T Degr Elbo Degr T -45 D.ot Dr Ot sta pped In Stepped Re f nge A Appliance Draft Inputs B Layout Inputs C Computer Calculations Degr et et et ate 1 0 0 0 No No 0 sya 15.288 In 18.000 Inche 29 767 In Hg 045 Ibs /Foot 040 In 420 13.50 85 lbs /MBTU 43.06 Ibs /m1 960.79 Ftet ./m 9 06 Feet 1 86 020 In M20 019 Inches H2O 0 0 Insulated Pipe Part No P -60 -C1 P -42 -C1 P -30 -C1 P -18 -C1 USE: May be closed minknum one haw noncombustible clue.. See tnsl 11a Ion Inset/01one lot del 11 Seal. pint with P€00 .Cone teal nl I gas .miler 1 es up t 6004 Use P2000E seal or P2000 cement Ids Me Oa temper ova 600•F 6101E Fo climate 8' hr0ug0 lengths a Bitable Fo darned 6' through 24 t8" 30' and 42" Mngtn ab evellMNe. For 20' darnel and ove. 18" and 30" lelenngpth liable. Es h pert packaged with cm toned Use Bend end one Outer Channel Bard. ea' wi Pipe DIMENSIONS (Inches) 5158 0.0.. Poe .0. 2 Whin U pipe 0 pn0M0) For Boller Nick and Chimneys: 030 U For Diesel and Tor9le Exhaust and Grease Odor 0 05 U g. Mr 50 feel of flinch dWMil Md. 0.25 25 10 90° Tee Part No. P -MT -C1 USE: Ikons and Omoad Ids I connection in y bo I mal e 1 body Warne dwmee B) (Danes A) Par No 0.70 Dr Tea G0 101 010pn9 unused coaling. NOTE: r p Orme wit two e Bands end iw0 cute Gannet Bands Spec 1 dmenskon and dimension 8 DIMENSIONS: ellble .ndard .D. des 6" Waugh 4a" 25 Flow Resistance Fa tot. Adjustable Length Part No P -AG 30 -C 1 P•AG 18-C1 USE: o04 Onenskona between ander enpih 1 1 led pip.. Must De used 1 ma .pae,on c0m1ensahon tw beee Bed porn 8 o 1 p s h n s app,OD, Bellows Join Mel Ade, L ngt NOTE: amol 24 P AG30 mu be 2.0 a 1 519 Section, o ce Out t Cox one 1.90 a 8a d e Stub, two p 00,), rime R ng and two D Compress Band eat 90 Dec 109 DIMENNON8 (Inches) Slip !Mellon O.D. Pipe 0 Wet Jaak.t I.D. Pipe D. 2'), Flow' Fact aIM same Its Insulated pp. 45° Lateral Tee Part No. P -J L -C 1 USE: ended tow flow 45' Mr to k Mg. P -EI45 whe u t Mid Snout .0 ma be sm. ma P9e 0. 807E: D aged wit two Vee Banos n0 Iwo Out Chan Bands 5peell Pipe D. and Snout 0. DIMENSIONS rror, PI DIm. 0407. 0*.. nou I.D. 8 A 5 C I.D. 3 199, 139, 5'), 8 22'). 16', 69, 10 249, 199, 59, 12 27 211, 5', 14 to 18 20 22 24 20 28 20 32 2a 42 48 299, 329, 35'/, 38'), 43'l, 43 499. 49•/. 55'1, 554, 609, 70 79'/, 23 28'/, 28'), 31'/, 35'/, 354, 40'), 404. 459, 45'). 504, 58', 664, 5'/, 69. 6', 6 eV, 94, 05. 10'), 13 E 0.4 Flow Reslalaoc. Factor. My Id 114. &wells .ler than Pip. I.D. Variable Length Pert No P- VL30 -C1 P- VL18 -C1 USE tended a lergt dime won mon t 26' between .nde d length Raoul tonic between sea Ing and el rider section obi compa g ightes .miler 1 e NOTE: a aged one Yee Band N s0 nd e comeensat Thermal Ex K DIMENSIONS (inches) Nip 5.etian 0.D. Pipe .0. Opar Swim 1.D. P4. 0. 2'/ Flow Resistance Facia le the None as Inabted p4. 90° WYE Pert No. P -JY -C1 USE IOW •07 :0 two spell NOTE All openings Tapered I m lRedue P -0T One SI /Rack/ O P-05 with twolnnel Bards arni/v0 Out Ge 1 Bands. Paw 15 10 20 22 24 20 20 20 32 20 6'l, 69, 74, 8'l, 85, Pl. 9'/, 109, 1 15 17 19 19 22 22 24 24 27 14 5'/, 13 42 11'). 31 48 13 34 K 08 Flow Resl.a0. Fa 30° Fixed Elbow Pert No P- EL30 -C1 USE: USE: Deslgnnd 067 lord). 01 1100 n 30' aoudad NOiE: e a Pt kaged gar= Inner V Band nd one WI Channel Bend 22 6 24 6 u 28 6"„ 28 7'1„ 30 7 32 7 'I„ 38 8 2'. 12', 42 8' 1„ 4 4 529, 48 1 8" u 1 15' 56' DIMENSIONS 0.12 Flow Re Drain Section Part No. P -DS -C1 22'), 6', 23 6 '4 I 7, 27, 294, 6', 3 0 8 3 4, 91. 9I, I 34 9', 1 9'l, 35 1 0 10 37 0 10!,, 38 1 0'. USE: Us o en Ions 0 ling 1 1 man Sh NO be bulled bet roof age freed NOTE: design 7,0010 P and Om Gann. Band Band Damper Valve 0.25 F0w Re Para No P -DV -C1 USE: tended 01u Ong 11 9a bac assure sys ern NOTE: Th be operated man a P D clvdes t x one Irate Yea Band and e mcee Out Channel Band, Ppe DIMENSIONS Imbal amOU glx 1 S 50er 45° Fixed Elbow USE: De ne0 use h '7ont a teas red NOTE: s p acted w Ban nd one Out CO Flow K NO -(t1) B P871 No. P- EL45 -C1 1W one leg 047 Ids two lap 053 MENSIONS !.,mail Plyy. 107. mm. Dlm. Dlm. Dlm. I.D.I 0 A B C D E S 7', 1, I 29 20'), 8 B', 12' 30'„ 21 10 7 9'„ 13'„ 311„ 22'1, 12 2 14 7" I O' I, 35 25'), 18 8',. 3 0 18 8' 1„ 1 2'6, 7 `I, 29' 20 8',, 12'„ 8„ 3' 22 8'I, 3 II 8 45 32' 'I„ 9 2091 6 34, 2e 9'I, 4'I, 2 l 50'!, 35 I., 28 9'. '1..1 22 53 3 1. 1 30 10 2 55 39'. 24 58 82 27 6 7, 30' „1 73'. 1 51'. Tapered Increaser/ Reducer Part No P -OT -C1 USE: ended se whe woe Warne! flange 'ew// red Designed low ta NOTE P includes a Flange Cone Out t Clamp Jack and two n V Bards Spec) A end B dimensions DIMENSIONS finches) A Mud Pipe I.D. S Largo P I.D. C Inendlod Length C Il d M.�l length (at e.g. II the email pips 1.0.1s 12' are the large pipe 1.0. a 1!" le810114d length (10 12) 2 2 14 System designed using 'A' Dame 90° Fixed Elbow Pert No P- EL90 -C1 USE: ma 00' NOTE: a p age one Band one u 01MEN 0 30 USE: nalge NOTE: 5 dB two Clamp J DIMENSIONS Pipe I Dim. I.U. A 8 8 12', 10 1 13', 12 14 18 18 20 22 28 28 30 Nozzle Section 15' 16'), 20 1, 21 1, 22'), 23 32 3e 26'I, 4x t Step Increaser/ Reducer Part No P OS C1 Part No. P -FN -C1 USE: lode Ba Ou 110,1 Idet�mpe ma NOTE: Pa elude one and one Out Channe Band, low s Fa the same I le Cleo tomb NOTE. "C1" indicates 1 inch fiber insulation between the inner pipe and outer jacket. 8a Drain Tee Cap Pert No. P- TCITCN -C1 -E: TC clo.. unused Tae opening Oee 1 run .08 P.1CN 01 en s g Pkl NOTE P.TC o er N P ippe Non 6'.20" A2' P.rnppNN.p. pep ion ems 22' and larger P TCN does not hew Ada Ime Apple an 5ec1 Inner gee Bard end Mae Jack I DIMEMSNIN6 (Mews) DIM. A Pip. 1 eau Ring Pan No. P -SR USE Use sscurbg Model PS to applanCS hewing en unflanged oe cane 0.11o1. EMAnalm drilling a INM w.N NOTE Part con1M0 A 8.1 Reg, Wm Vs Band and heldner Flow Resistance Fagot N the lane as MNSIed An. Fan Adapter Pan No. P -FA -C1 USE: Fo (mat connocllon 10 'rpale. I .114 69051 plate Mon top M the 1001 curb. V denweg111(1M IN 0650. NOTE Part Images as Inns Yoe Band and ono 061M CMM.I BEM, Bellows Joint Part N. P•BJ -C1 USE Pr Auer 119111 0.090.1 n Mg use M opiion 10 e°re taala length m en Mob, PS ports's.NO 11 I ed Pun la ON0n Engine end Ose Turbine Ea a Facie. Urlar protect bellow. Rd Imd1 nsvenen1 to a expansion 0.144 00111 Pa spec eoed one nnee 089 Bans .04 Ou1e Jw4.4. 1 Hood Transition 814: 091 awn Pan No. P•WG -C1 0180. 6" Inr0 DIMENSION 40' S: a1Nble el slanderd D. Flow Rs1.1em. to N the same vested Ape Pan No. P•TSITSU -C1 ended use he scurf g Model I11ch. van II N 1 0. 11004 slpnenl NOTE: Par le wigged W0 0119 11114( Vas Band and an* We Channel Band 1 ensd .0 .1089 6•• IhlO gh 46'• Now INa1lenu Paci0. 1ho NUM N MNI1114 8145, Wall Guide Assembly 0M Anomaly 05d m1 1 pin Nog 18 0M:al 11111510 as Ins ma ,ben .1n )01111 P1ovds lab* Anna once beiee.n pep and n0rby ConoItu 1lon op 1 10' NOTE: beer nlal0 cons o one Fu11 Angle Reg, Ion Si ens Br k 8e• ACC. Spacing Table M hn.Nhor Instructions, DIMENSION6: Availa9l. m .044,. .0. 0(960 4" aa.97. 49' A 0 Explosion Relief Valves Pan No. P -ER USE On ell Engine Exhaust To help con 11 ..ft Amu should boo n mew. NOTES: Caution nu.1 be used imams this 0100 M Agates System, The vented peas ate 11ol x04 high v pee106 WIO use Mlury 2. Number of Snu06., Tension Splrg PO*. Support Res. CM. Rods end Flange Holes amiss with Ave 3. Ex plosion Re VANS Mac• coedan 0 wl1h NFPA 37. Pan Mchdes bona, waser Ads and gasel to Wovde cemNls gee IlgOI conned* IN FNrga s Dleen.eM5 A. B e C des rloa minimum over 1 of adv... open 0. closed, DIMENSIONSP.e.0 DI PIW DIm LD. A 8 PI, S 12'/, m. 0780, S C 13 10' 113'/, la/, 10 14 19 100, I2 1 18', 21 10'7, 14 18'1, 23 10'0, 18 I8 20 10'/, 1 22 28'1. 1 35 105, 24 280, 35 10V, 20'1, 1 26'1, 229. 28 241 31' 10'1, 100, Full Angle Ring Pen No. P•FR•C1 Half Angie Ring Part No. P -H R -C 1 UN: For err chimney guiding Algid Ring useful M hod/ones( Ape sup- porting. NOTE Dlmenelore below to F011 mote RIM (P 6) The V„ hick F011 Mole Ring le pocke9e0 wllh connecting 0olie 1511 asserrAty Boil Included with Angie DIMENSIONS WINS) S Nolo Cbo* PIA01 D 4 OW Maids 086nplw Apo 1.0. Flange Adapter Pen No P•FD -C1 USE: Use ring Model P5 Pagan ...me9 000.., 0011 1500 U Ape 1110090 141451 6 5 7), Soho not included P 1 000040ed ow one I gds Bend and one Cute C0a el Bend r Plea DIIMENSIONSI-a.. 10 12 14 10 1e 20 22 24 26 20 30 32 38 12 N N 81 Gelb 1 2 12 16 12 16 20 20 20 26 32 38 S olis N ola OA. 875 875 1 CO 1 125 1 125 .125 .125 1 125 375 24 28 28 1.375 375 1 375 1 625 1 625 1 625 1 625 Pen No. P -FG -C1 L USE use INor vet e 1 d 8100 M aximum hm ole n ugh now 41 01100 made dame Au 10' N0TE: A8aem0 a u008 o R Iwo 61100, n 10.0 61 St len9 8' 601111010 Can fine tinge 6tvge al Ddl11010 B C. d bo Del 19611 b19 Pisa o A rn II S 17 10 10 92 14 23 26 28 18 18 29 17 M 10 >o 80 Mt u N 29 38 b 33'), 35 36 40 43 48 52 12 14 18 18 20 22 24 26 26 30 31 32 34 36 10 48 52 Flanged Boiler Kit Part No P -BK 06811 ended Ins segueing Model PS 1 healing e90pm0 Elimineles d 0' d P5 1 14100we aea.Mly outIat Rennes NOTE dudes two 100' overlapping Inge. two Odle wall nuts and lam e t ended la the oulie dlemsl BOILER y DIMENSIONSO No I 1, I Chinos e I 4 1 8 1 10) 5 I 1 12 1 6 14 1e 18 20 22 9 1 0 24 12 26 13 b 5 1 32 1 16 1 6 1 42 1 21 1 M0 1 24 Pan No P• PA-C1 USE: 140406 the 01.011 load c rang miser 1 the k eemaly Plate e04 hang.. 1 ed 90' spar bet n e end above cq reigned Apse 4pe toed Ma mg held allow 9," polls and nuts lamp Ih 089 (NMI rmi g se d etc type e OAPS s1S of tp swooning up 0102 of (10.°g bAso 00n be used poini anchor NOTE Assembly includes 591 PI. a thick M sloes (1".20" end hick pee a 24" O') and Ass.** V, h to 42" e04 ulleble ;Mid ulu u .mewo a nd mewed o the 914104.9 a rude Two 14•1 Channel Bared Inches. In pia One Fu1 Ch.nel Band normally p°c aged w11 Ape a0. dun PI. Siege Pee Male Cunt 1 to 00001110 Ilona OFF DIM. A: Pp I.D. 8' Dal S )bons Ode): PD. ID 4' for delaib .4 6e Plelo Supped Asset*. DIMENSIONEAvg able 00a,d D. .se 6" through Mr Clamp Flange Pert No P•CF USE 1009 �1ld°I11 g Also Ch- pipe and mil Almon NOTE: Ring 12 geyun n er d die holes ll6' and 20 prep./mt. I," holed e 24"48' 42 Spat Rely 1' thick DIMENSIONS p Ales) A Fluq O,D, Foe I D G Sol 1491. Circle Pope 0 C Moog. 1.0. Pipe D. Floor Guide Plate Wall Support Support Assembly Assembly Pan 140 P -WA -C1 USE: Des red vide ve e hoe 0 1 'mg eye em 09901 nt Aseemtly will mein a b. Iweon pipe end auppor 1 NOTE: Assembly Angle Ring Iwo Clamp g Bra k Iwo St el one 0.l Chume Sans A Plea cool IIM o w O doe onto 6 N Ca hale 00 C (Cent s dIO onoe hole gaoler Slr Omsk swag bolt hale 3 601gre 1 DIMENSIONS awn. I D01DC f 6 '..1 1 9 6 9', 6'I, 1', 1 0 10'0, 9', 12'0. 12 1 100, 139, 14 12'. 1'I, 16 13', 129, 15' 18 1 13'. 16', 20 15', 1 TI, 22 1610. 15V, l8',, 24 7 n90,, 26 18'1, 17'1, 20V,, 20 8 2 30 20'I, 19'1, 32 2 1200, 23' 30 2 1 22'1, 27 42 26'0, 25'. 126' 48 29', 280, 31 NOTE. "Cr indicates 1 inch fiber insulation between the inner pipe and outer jacket Ventilated Roof Thimble USE Dnigned hat um More 2801 •1ru0 Pan Mukall3. FIN =Or guiding however 80• must M supported from bow. NOTE Pen aeade• Inn MIN*, Structural MINK Thimble Bra0ble Fug Nth. Vet �FM Vela Morn Collar and an q prope 14004.28 for r tn•Nttly. Part No. P- MVT -C1 DIMENSIONS finches) PIO. O.D. P0. I.D. 2 Mowing Dhll.0•loa Pips I.D. 8 Veld 0.0. Pupa I.D. 10', VW Mom rftlhe O.D. Ppe I.D. 201, Melling SNOW By 0sl•mp conreclo Stack Cap Pant No. P -SK•C1 9811 Pa I n pr ection w lw l ow reels 3010 Drain Te Cap. Part N P.TC. o Dr Seot Par No. MOS. used base 031 1 I NOTE Po 28 and 108 a ten cone on 111 ewer portion 1 the lop deleted Po packaged 0110 One 1 ne Ye Bend. one Chou R10 and Na Dunne Bend. DIMENSIONS 2000 Dim, ides h A 0 5'l, 10'1, 10 12 14 10 1S m 22 01 2• at 10 tl a2 r 8'l, 70, 8'l, 00, 10 try 18'), 20, 33'), 360, 13'l, 20N, 23'1„ 211, 301, (2N, 13'1 14 3. 3728, 400, 15',, 161, 17'), 44N, •728, 51'l, 54', 611, 00'l, 77N, N 05 Flew Ambiance Feeler :r 1 I I I 1 ver0 Pow woes Insulated Exit Cone Part No. P -EC -C1 118E Th per Mr 0 velocity Mimes 01731 Inner soloed Or In TT n Cep, Porl No P.TC. o Or Section. P t No P.00. Sad Oa 0000 1 NOTE P3 consla s an Cone one nM1 Me Band and Ou! k DIMENSIONS OVMS, Pipe Olin. I dm. Dim. I.U. A 0 C 21, I 01 I 11 3 80, I 12 I 31, 1, 13 I 91, I 14 51, 1 1 1 '1,. 1 1 16 5'4 I 8 1 13'l. 1 1S 6'4, 1 6 0 "I„ 20 I rl, I 8 18'!, 22 S 6 l8 24 81. 8 19'0, 20 9 6 21N,, 20 2D 32 2• a2 as 10'l. 101, 131, 15'1„ 111, 10 10 22'l, 21'1. MO, 291, 301,, 3028„ Roof Support Assembly Part No. P•M RS -C1 USE 0.tlpne0 la pronto {Noe11nion o tools of combustible .1uphdoo or materiel. es well as teak pipe Support. 811000* pug bq, mnamen 003 3 Haight sawn 10 MOO Wel 31018 N01. NOTE Pon kplu4es 1,180. Shoe, 5lructuval M NM. Roof 9upper7 91 (2) C1arry 01803.•. 70' Iwplh of 01.7(9814 0ipe, 1100 F4altktp, Vent gam Cdln 0.d al .opr0l Ir10,wr Nr Pip* O.D. Pipe I.D. 2 Miming ga Pm I.D. 8 Von 01mm CWn00.8. I.D. a tin' Cann Melanins Can Chimney Round Top Part No. P -CT USE: Ay able only 1 6' 8' 10' 12' 1 1" 1 e and prwkI4a 4rarara pr0100len. Fe 110 a 4es tee! 00ns1,!10l and low aw IhH pee flow resistance DIMENSIONS mn.n I.D. 10 12 14 Dim 12 16 20 24 28 s' 5'l, 10 N 0.5 Few Resistance Foclor. Ta I Flashing Storm Collar PM No. P.TF.C1 P -SC -C1 USE NTT and P.000 wad In eon' Ma ther end meteors Worn snuffles s O 18331 ll .3larer 1001 WWI Oen porn N OTE Pan NTT l. 0a3IPNd with 12" Mph ChM. MSC team Cast mW11N sealed *Rh 41000 melon Pon 0.70 and MSC Isark010d Item manning 01301. 0101n4n .reel 4 available. DIMENSIONS 6no A Corti 0oHa n 1.0. Pipe 1.13 6 O Sown Bees01m. P1pe 10 Guy Section Part No P -GS-C1 USE rod. wteed esctren used lot 130 Mama 68 •19 guys 1 a ma M8101loa NOTE: Must he used only in accordance won ion to pommel 1 s Pet pped rigOy ucl 44904 Ind shown. and m11u98. ono t Yee Band ate one Owe Pummel Bard MON MN WI sews Open Stack Flip Top Closure Pert No Ring P.FL.C1 Part No. P.CR -C1 U9E: nwdesm !en 0030 when open min ion es IN Tee Cap. Pa 1 No TC. o Or Section. P No P-DS 1 used bottom 1 verikn Miter Cut Part No. P.MC.C1 USE' Used o M1Uon1 En010. Exhaust l urination NOTE' Bird 00,us used on the P.MC. 1 w 98 gauge ten wilt. 16 gae 318 Mies llh', mesh pall whlc phi minimum of 60 Remeenl don packed WM ono Me Bar& elaInN31 •loo Cow, Ring one 316 PI 1.25 V.MCIry 10098 USE: special rmmalbn Bell hat Men. mill Nt mai pre and Peen when Iher abeam. ter al from e, rinModel lP PS r 000 3,,191033 NOTE' Part includes F0 Top. Inner Me Bend and Mom, Rap 1 l Clow. M e 'V gold 1� Half Channel Band USE: Used lung rmin Iron 1* k wit manifold, 1793rd 1 rat Bellows I Ch Send does not 1 out le MOTE Pat pec aged wit led ewe 7(d I a embly. Part No. P- HCB•C1 Guy Tensioner Part No. P•GT USE Used ~ever 01na support call lot we I guy cables. NOTE SU. requitement of per 1134 1 1dep unammorled hephl p0In9 7(0 pipe Me Soo In &Nation IMiruClldp lot proper Guy Tension* hind. DIMENSIONS warm G pec Imo rw. W... Pow. me MO MO 1 1/3091110 I 24 38 I 24 I 38 I j`6°'-'0 0 I 1 24 I I 2' T 2 O C I 2' 2' Ma he C- 7.: :300 3 3 3 3 Tra el 1 Wept 115 25 22 37 Joint Sealants P -800 SILICONE SEALANT Su *ling Model P9 join what temper re 98 not es0eed 800 Capable al hdNq 60 Inches of column about 2,2 ON Ng rop0 armor A .110•3 1 Nndard lute and dapensa0 Bell andard ulkhlp pun P -2000 E HIGH TEMP SEALANT MUM' l0 00 Model P910 1 ham Temp s do mewl 2090 1 F Ar ble In M anar4 M end n. 01spe04 WI n natal. I bhp 9u P.2000 CERAMIC JOINT CEMENT FO use ling Mode PS joints I04np0.11 1e mey ch 2000'F •0ch In Or aa. Dud 1n 31111un Cer3mlc Jol C•m.nl e e •11.01 n ell loom omp). with delall.d mixing In Ion Dry Mord& la mimed *116 IM pp11M mixing bag Intoned a ulklnyy u0. and spoiled WI h es• l crd Iking 0)00nen. Properly e0 10 ga 11061, highly r4. 1 1 1 0 •tereotre0's and all Ids cwt hydrochloric NOTE. "C1" indicates 1 inch fiber insulation between the inner pipe and outer jacket. LISTED Model IPS has been approved by the City of New York Department of Buildings, Materials and Equipment Acceptance Division under the following MEA file numbers: Building Heating Appliance Chimney MEA 135 -90M 1400°F Chimney MEA 181 -90M MODEL IPS OPERATING TEMPERATURES AND CLEARANCES Model IPS has been tested and listed by ULI and ULC'for the applications shown here..Any application of Model IPS shouid'consider operating temperatures, fuels ib be burned or vapors or gases conveyed, the type of heating' appliance` Utilized, building use and purpose and materiels of construction. CRITERIA RESTAURANT GREASE DUCT (C1 version only) Application Cooking appliance Ventilation Hood Restaurant Grease Duct with ventilation fan Maximum Operating Temperatures Clearances To Combustibles, To Non Combustibles Selkirk Metalbestos representatives throughout North America are qualified to provide compli- mentary field service to assist contractors, builders, engineers and architects in designing Boiler Stacks and Breechings, Grease Ducts, Diesel and Turbine Exhausts, Marine Exhausts and Ducts, Freestanding Stack Systems, and Residential Chimney and Gas Vent Systems. Contact the Selkirk Metalbestos Regional Office nearest you for assistance. 11 SELKIRK METALBESTOS Foil n 1 0x1" UNDERWRITERS' LABORATORIES LISTINGS Model IPS has been tested and listed by Under writers Laboratories, Inc (ULI) and Underwriters Laboratories of Canada (ULC) for a variety of applications in Pipe I D sizes 6' through 36' Model IPS is ULI listed for 42' and 48' for Building Heating Appliance Chimneys. ULI ULC Grease Duct MH6673 Building Heating Appliance Chimney MH6673 CMH889 Industrial 1400 °F Chimney MH6673 CMH889 500 °F Continuous 2000 °F Intermittent Chimney ID 6 -16 18 20 22 24 26 28 30 32 36 Airspace Clearance 3 5 6 8 9 11 12 14 15 18 3" airspace or greater as req'd for installation, access for inspection and /or local building code BUILDING HEATING APPLIANCE CHIMNEY (C1 C2 C4 versions) Low and high pressure Steam Boilers Diesel Turbine Exhausts Building Heating Equipment 1000 °F Continuous 1400 °F Intermittent Chimney ID 6 -16 18 20 22 24 26 28 30 32 36 42 48 Airspace Clearance 2 3 4 5 6 7 7 8 9 10 14 18 COMMERCIAL INDUSTRIAL PRODUCT SALES OFFICE Selkirk Metalbestos St Rt 93 North Sutton Road P 0 Box 631 Logan Ohio 43138 (614) 385 -5671 Fax (614) 385 -2483 APPLICABLE MODEL PS /IPS REFERENCES Industrial 1400 °F Chimney UL 103(1989) CAN4 S604(1982) NFPA 211(1988) Building Heating Appliance Chimney NFPA 37(1984) NFPA 211(1986) UL 103(1989) CAN4— S604(1982) Grease Duct NFPA 96(1987) BOCA— Section M -502.3 RESEARCH REPORTS Grease Duct ICBO Report No. 3964 SBCCI— Report No. 8963 1400 °F FACTORY-BUILT CHIMNEY (C1 C2 C4 versions) Industrial Furnaces Processing Equipment Kilns Hoods Ovens Diesel Turbine Exhausts 1400 °F Continuous 1800 °F Intermittent Chimney ID 6-16 18 20 22 24 26 28 30 32 36 Airspace Clearance 2 4 7 9 11 13 15 18 20 24 2' airspace or greater as req'd for installation, access for inspection and/or local building code MANUFACTURING PLANTS Logan Ohio 43138 (614) 385 -5671 Fax (614) 385 -2483 1820 E. Fargo P 0 Box 372 Nampa, Idaho 83653 -0372 (208) 467 7411 Fax. (208) 467 1006 General Notes 1 Verify all Dimensions before Releasing for Fabrication 2 All PA s and /or FR,HR,WA,WG and FG s TO be Supported By The Installing Contractor 3 All Connections To Receive P -600 (low temp) Sealant And P -2000E (High Temp) Sealant. 4 All Drain Lines By The Installing Contractor 5 See Model —PS IPS Grease Duct Installation Instructions #8 For Correct Installation Methods D CD E gi c I z kn 3 c z 0 z v� 1 D 0 M 0 0 Z 0 O m 0 Iv r- o° co o WARNING. Diameter(s) shown on this drawing hove not been verified by Selkirk Metalbestos. A 2 z z 0 3' -11 121P —FA */C 1 121P-30/C1 1 2IP—EL*/C 1 1 21 P— AG30/C 1 12PS FG I 121P -6O/C1 1 2IP—PA/C 1 18 L__J Top Of Roof Curb 271 T 1 I I 121P— AG3O /C1 t 1 I I I I I I L__J 12IP —PA /C1 End Of Offset 224 (8" Offset) Start Of Offset 196" 121P -60 /C1 Bottom Of Floor 133" Ceiling 117 121P-42/C1 Bottom Of Floor 21 12IP- 15 /C1 Top Of Hood 0" 12PS —SR Elevation View AIR EXHAUST AWAY FROM ROOF 10 FT. TO ADJACENT BUILDINGS,LINES, PROPERTY, AIR INLETS. RAIN SHIELD r7 ATTIC free air flow OR MULTI-STORIED BUILDING RESTAURANT HOOD DUCT SYSTEM DC' rrtP FAN 000 r-7 letA:STEE *2OrdiG stAEN 2" 1 40" —DUCT SHAFT 2cd 6, c (9 <1„.,,,+ R 994 5; 1) I-- l'• :I /I/ befzut hes -1 27 t.. t.. a ALL HOOD 8 DUCT JOINTS AND SEAMS TO BE 6A4ct. 0 fr q 3 60-h/ v3 x x in u u z EXTERNAL GREASE TIGHT 0 18" PLASTERBOARD MIN. 2" VENTILATED AIR SPACE AUTOMATIC FIRE EXTINGUISHING SYSTEM IN HOOD AND OVER COOKING DEVICES ti /r r J` SELKIRK METALBESTOS SUBMITTAL RECORD rr JOB Je- n it J LOCATION P b��' Y-4-1"-q-1.1-CS -GC<S SUBMITTAL PREPARED BY SLL SL-e-- 'e 1 144, 4 4 APPROVED BY DATE SUBMITTED TO —PeNr MODEL IPS-C1 ONE INCH FIBER INSULATED POSITIVE PRESSURE EXHAUST SYSTEMS Models PS IPS Models PS IPS Prefabricated Pressure Piping Systems STANDARD 1 -YEAR WARRANTY Selkirk Metalbestos warrants the chimney grease and exhaust duct system and components against functional failure due to detects in material and workmanship for a period of one year from date of delivery to the construction site Functional failure is defined as any failure of the system or a component to perform its intend. ed function of exhausting. without adverse leakage, combustion by-products from engine operation or heating equipment. During this period, any system or compo• nent supplied by Selkirk Metalbestos tailing to perform its intended function will C be repaired or replaced, at the manufacturer's option, following determination by 0 a factory authorized inspector that a functional failure has occurred. This warranty is limited to repair or replacement of the product plus shipping cost to the failure location. This warranty does not cover any labor costs for removal or replacement of the defective product nor does this warranty cover any system com- ponents not furnished by Selkirk Metalbestos and installed as part of the system This limited warranty is extended to the purchaser subject to the satisfaction of the following conditions: CI 2.) The undamaged components have been correctly installed in accordance with the installation instructions published by Selkirk Metalbestos at the time of shipment. q 9 C of any kind or for any damages resulting in whole or in part from misuse, improper Selkirk Metalbestos assumes no liability for incidental or consequential damages installation, or inadequate maintenance of the system or any component part thereof. This warranty is in lieu of all other express warranties or guarantees of any kind. C All implied warranties, including merchantability and fitness, are limited to the dura• Lion of the express warranty contained herein. Selkirk Metalbestos neither assumes nor does it authorize any other person to assume on its behalf any other liability in connection with the sale of its products. For prompt warranty service, contact the nearest Selkirk Metalbestos Commer C cialllndustrial Venting Products Agent or Selkirk Metalbestos. Customer Service Department. P.0 Box 631 Logan, Ohio 43138. CI 1.) Generally accepted engineering practices have been followed to determine that sizing and material specifications are suitable for the application and environment involved. I` SELKIRK METALBESTOS Prefabricated Pressure Piping Systems EXTENDED 10 -YEAR WARRANTY (LAND BASED INSTALLATIONS ONLY) Selkirk Metalbestos warrants the chimney grease duct. engine exhaust. system and components against functional failure due to defects In material and workmanship for a period of ten years from dale of delivery to the construction site. Functional failure is defined as any failure of the system or a component to perform Its Intended function of exhausting, without adverse leakage, combustion byproducts from engine operation or boiler heating equipment. During this period. any system or component supplied by Selkirk Metalbestos falling to perform Its Intended function will be repaired or replaced, at the manufacturer's option, following determination by a factory uthorized Spector that a functional !allure has occurred This warranty is limited to repay or replacement of the product'plu shipp tit to the failure location This warranty does not cover ny labor costs for remo al .pi, ment of the defective product nor does this warranty cover any syste coy ip it. not furnished by Selkirk Metalbestos and installed as part of the system Thr limited war my is xtended to the purchas ublect to the atista lh of Of lollowing conditions: 1.) System sizing and design has been performed by Selkirk Melalbesto pe son el and design parameters provided to Selkirk Metalbestos by the esponsible engineer were and are accurately representative of the operating conditions ,r l StR�, file r� u uu� vu vu� vSzFdiri us�✓�v3tR uui �,u uu uu� vu u +A�"n ,APV ru�:Gu 2) The undamaged components have been coneclly nstalled accordance with system design and sizing as performed by Selkirk Metalbestos and nstallation instructions published by Selkirk Metalbestos at the time of shipment 3.) Proper precautions have been taken 10 insure that boiler or engine combus- tion air is free of solvent or refrigerant vapors or any halogenated compound which may cause acid condensates to form within the chimney 4.) Selkirk Metalbestos has supplied the entire chimney or exhaust system from boilerlengine outlet to the termination of the stack 5.) Prior to startup and thereafter, exposed alumi ized steel surfaces are protected with a minimum of one base coat of primer and one finish coat of heat re. sistant and corrosion resistant paint at all times. Stainless steel surfaces need not be primed or painted. Systems partially supplied by Selkirk Metalbestos do not qualify for the extended warranty Selkirk Metalbestos assumes no liability for incidental or consequential damages of any kind or for any damages resulting in whole or in part from misuse. improper in stallation, or inadequate maintenance of the system or any component part thereof This warranty is in lieu of all other express warranties or guarantees of any kind All implied warranties, including merchantability and fitness, are limited to the du afion of the express warranty contained herein. Selkirk Metalbestos neither assumes nor does it authorize any other person to assume on its behalf any other liability in connection with the sale of its products. P For prompt warranty service, contact the nearest Selkirk Metalbestos Comr rcrallln dustrial Venting Products Agent or Selkirk Metalbestos. Customer Service Department. P.O Box 631. Logan, Ohio 43138. i� J l M TALBE fr THE MODEL IPS SYSTEM CONCEPT Selkirk Metalbestos Model IPS is a modular prefabricated fiber insulated piping system embodying flanged joints designed for both quick assembly and pressure sealing capability It offers a combination of 1 2" and 4" fiber insulated piping components as well as the structural accessories needed for support and attachment to building structures. Expansion joints are available both in gasket designs and in pressure tight all welded bellows designs. Suitable standard gas carrying pipe parts are usable for a wide variety of applications including: Exhaust piping for engines or turbine units. Chimneys and stacks for all types of building heating equipment. Restaurant exhaust ducting requiring compliance with severe grease leakage and fire resistance tests. Chimneys and stacks for industrial ovens, furnaces, process equipment or for their exhaust hoods. Heated air and combustion product ducting. Light duty pollution and venting systems. Underground piping and venting systems. Marine engine exhaust and shipboard venting. Offshore drilling rig venting. Freestanding stacks. MODEL IPS JOINT DETAIL Fill Inner Vee Band with proper sealant. Inner Vee Band for 6' 8 42' and 48 I D pipe is a two piece part INNER PIPE OUTER PIPE USE P600 HERE ON OUTDOOR VERTICAL INSTALLATIONS SPACER OUTER CHANNEL BAND INNER VEE BAND JOINT SEALANT l. DEEP IN INNER VEE BAND GROOVE FLANGED INNER JOINT INSULATION MODEL IPS JOINT ASSEMBLY Position Inner Vee Band belolw flange of one Model IPS pipe length or fitting COMPLETE LINE OF PIPE AND FIT- TINGS The Model IPS system is available in seventeen sizes, from 6" I.D. to 48" I.D The fittings include various elbows, tees, supports and terminations, as well as a variety of accessory fittings designed to make installation simple and quick. Each component is shipped completely insulated and ready for installation. Inner Vee Bands, insulated Outer Channel Bands and the necessary hardware are included in each package. Model IPS Systems with closely coupled elbows, offsets or with several appliances manifolded together usually require odd lengths of pipe (other than 18" 30" 42" or 60 The Adjustable Length (P -AG -C) or the Variable Length (P -VL -C) is intended to make -up distances from 4" to 26" Where an adjustable length must function simultaneously as an expansion joint, adequate expansion allowance must be made for both normal operating temperatures and those due to abnormal conditions. HEAT CORROSION RESISTANT The inner gas carrying pipe of the Model IPS is available in 304 and 316 Stainless Steel in 0.035" minimum thickness for sizes 6" through 36" I.D and 0.048" minimum thickness for sizes 42" through 48" I.D The 316 stainless may be specified for it's corrosion resistance to chemicals. An outer jacket of aluminized steel surrounds the 1 2" or 4" fiber insulation and protects the inner joints and the fiber insulation from weather and damage. Minimum material thickness for outer jackets are 0.025" for 6" through 24" sizes and 0.034" for 28" through 48' sizes. The outer jacket may also be specified in 304 or 316 stainless if corrosive conditions warrant. Concentricity of individual pipe section construction is obtained by multiple -tab spacer bands attached to the outer jacket at each end and retained behind the inner flanges. Mate flanges of two pipes together position Inner Vee Band over two flanges and tighten securely Slip the edges of insula- tion attached to the Chan- nel Band under the outer pipe edges Align the Channel Band with pipe grooves and tighten MODEL IPS MAXIMUM OUTER PIPE TEMP RISE ABOVE AMBIENT TEMP 240 220 200 160 160 8 140 120 100 s0 60 40 20 O I NO NSULAION NCH AIR GAP (ALL DIAMETERS) 0 100 200 300 400 500 600 700 600 900 1000 36' 12' 6' 12' 36 26" 24 1e' 12' 6' ELLIE GAS TEMPERATURE RISE ABOVE AMBIENT Teel Conditions: UL103 Test for 1000 F Flue Gases, Vertical Configuration UL Listed Model IPS outer pipe surface temperatures obtained bu using standard UL test procedures and standards. SUPPORT GUIDE SPACING NCH NSULAOON 2 INCHES NSULA(ON 06' RICHES NSULADON PE SIZES (I HES D.) IPS IS STRONG YET LIGHTWEIGHT For selection, design and location of footings, supports, braces and guying, nominal weight of Model IPS in pounds per foot of length can be estimated using the formulas below (pipe size, D is in inches) C1 0.2 +11D C2: 1.3 1.3D C4 47+ 1 7D For example, a 30" length of 2" thick fiber- insulated 36" diameter pipe would weight [1,3 (1.3 x 36)] (2.5) 120 lbs. The maximum allowable spacing between supports varies from 9 feet for the 6" I.D C4 size to 27 feet for the 48" C1 I.D size. This spacing was derived from simulated wind load testing (force applied perpendicular to the long axis of the pipe) using the projected area determined by the outside pipe diameter and the exposed pipe length with an applied load of 30 pounds per square foot. Depending on the assumed drag co- efficient of a cylinder the building height and the wind velocity profile, this applied force approximates a wind velocity of over 100 miles per hour Actual horizontal static load was applied evenly along the length of a pipe by adding sand bags to the weight of the pipe. The Support Guide Spacing Table gives maximum allowable spacing between supports for pipe, based on tests for 10" I.D 20" I.D and 36" I.D sizes. These support spacings apply to any span between two guides, or between a guide and support either a vertical or horizontal position. Detailed seismic testing has been completed and engineering data is available concerning the seismic stability Contact the factory for detailed information. -C1 -C2 -C4 Dignity S F S F S 6 1 a 69 1� 6 9'7' 511' MODEL IPS SUPPORT STRENGTH 10 1411" '4" &4° 137 9 8 9 11 TT AND HEIGHT 14 177 9'9• 15 97' 132 8'4" High strength Plate Support and Wall Support Assemblies 197 18 19 10'6• 177 1 K 147 9'1' 18 20'4' 117 18'3" 10'9' 15 910" are designed for Model IPS. Both assemblies clamp securely 20 217 120" 199 119 16 10'8" to the inner joint at an inner Vee Band and provide much of the 22 23'0' 174• 209" 1 73' 170• 11'0• necessary structural steel to transmit pipe weight to the building. 23'0• 179• 21'9• 1r3' 17'7• 11'6• Y P Pe 9 9• 26 237 131" 21 176' 187' 1170" The Support Height Limits Table shows limitations which 28 24'4' 13'6' 271" 13'1' 18'9' 174• has been tested at a safety factor of four 30 25'0' 1310" 278' 125" 19'4" 178• 32 2519" 14'3" 23 1310' 1911" 132' 38 271' 15 247" 147" 217 1311' 42 271' 15'0" 247" 147" 217 1311• as 271' 1517 247" 147" 217 1311• SUPPORT HEIGHT LIMITS S Maximum spacing between two guides or a support and a guide in either a vertical or horizontal position. F Maximum height above a guide or support for freestanding system above a roof or parapet wall. THREE PIPE JOINT SEALANTS AVAI- LABLE The flanged joints of Model IPS pipe sections must be sealed to prevent leakage and to maintain system performance and product durability For gas temperatures 600 F and under P 600 silicone sealant may be used. P -600 comes in an 11 ounce conven- tional cartridge. For gas temperatures which may exceed 600 °F which are very common to Diesel Engines, Gas Turbines, Grease Duct and other building heating equipment, P -2000 or P -2000E may be used. P -2000 joint cement kit requires mixing while the P- 2000E joint sealant is pre -mixed and comes in an 11 ounce conventional cartridge. Properly sealed joints are gas tight and high resistant to oil, water solvents, and all acids except Hydrofluoric. MAXIMUM HEIGHT OR SUSPENDED LENGTH (FEET) PARTS USED -C1 -C2 -C4 Pier or Appliance Outlet Sizes 6 through 20 P -CF -C 162' 137 93' Sizes over 20 through 36 P -8K-C 127 101' 74' Base Supported Tee P -MT -C 29' 20' 16' P-JL -C Plate Support Assembly Sizes 6 through 20 P -PA -C 162' 108' 55' Sizes 22 through 48 82' 56' 30' Plate Support Assembly with High Strength Base Sizes 22 through 48 123' 84' 45' Roof Support Assembly Unguyed Stack P -MRS -C Sizes 6 through 48 Full Ring P -FR -C Guy Section P-GS -C Wall Guide and P -WG-C Floor Guide Spacing P -FG-C Free Standing Height P -FR -C above full ring P -GS-C guy section, wall guide P -WG -C and floor guide P -FG-C T T 5' See Spacing Table Dimension S See Spacing Table Dimension F 12P -ER 12P -JL -C 12P -BJ -C 12P- EL30 -C 23'3" 1 12P -FL -C 12P -WG -C (4) 12P -42 -C 12P -WA -C 12P- EL45 -C 12P -BJ -C 16'6" 12P -FR -C FLEX I CONNECTOR BY OTHERS GENERATOR.SET OR HEATING APPLIANCE SELKIRK METALBESTOS ACAD LAYOUT THERMAL EXPANSION ASPECTS The flange -to- flange joints of the Model IPS inner pipe transmit axial thermal expansion movements and forces in the same manner as continuous welded pipe. In addition, the expansion of the 300 Series Stainless Steel is approximately 50% greater than that of ordinary low carbon steel and can be estimated as one inch per 100 F rise in gas temperature per 100 (50' at 300 F will expand 1.5 It is important to calculate this expansion and allow for it by using a suitable Bellows Joint (Part No. P -BJ -C) or an Adjustable Length (Part No. P -AG -C) wherever the expansion might exceed 1/4 This P -AG -C fitting, which comprises a closely fitting sliding internal section with a graphite packing seal and a sliding outer section, can be used to absorb these movement. RESEARCH AND TESTING BACKS UP IPS PERFORMANCE Selkirk Metalbestos development of air insulated, pressure sealed prefabricated stacks and venting systems for commercial and industrial applications has been on -going through several decades. The new Model IPS replaces the Model PS airspace with fiber insulation giving Model IPS superior characteristics. The result is a unique product, specially engineered and suited for a wide variety of mechanical applications, and a cadre of engineers and researchers with unsurpassed knowledge and experience in system design, construction, pipe sizing, supports, clearances, condensation, flue gas temperatures, expansion and stress parameters, and flue gas co- efficients. A complete research and testing facility is working continually on special problems raised by unique installation requirements and improvements in the existing product performance as well as new applications for Model IPS. 14 TECHNICAL AND ENGINEERING SE- RVICES With the superior efficiency of Model IPS in handling flue gases for a variety of applications, sizing calculation often permits design of a smaller I.D chimney or duct than otherwise would be specified. This reduced diameter can mean lower product cost, conservations of valuable space less pipe weight, less or no condensation and more efficient performance Selkirk Metalbestos Commercial /Industrial representatives are qualified to provide complimentary field service to assist contractors, builders, engineers, specifiers, architects, and owners in designing the most efficient, cost effective Model IPS systems for specification. In addition, Selkirk Metalbestos engineers and draftsmen will analyze your schematic dra- wings and appliance data to properly size the system you require and then complete engineering or submittal drawings showing detailed parts required. Formulas used in the pro- duct sizing programs not only take into account the ASHRAE and other recog- nized scientific calculation methods and data but incor- porate the specific flow cha- racteristics of the Model IPS product such as pressure loss outlet back pressure and flow resistance verified by Model IPS testing. With this Selkirk Metalbestos Model IPS computer sizing system, you no longer have any need to estimate or oversize vent stacks and breechings. FI CO2 Alt tude Effect Length Syste SELKIRK METALBESTOS SIZING /PRESSURE CALCULATIONS Fuel ty METU nput ETU 1 Or abo 1 el he ght ste rt 45 Degr 1 Degr El 45 Degr Elbo Dr Se. t Bell 3° T ed 1 Tape ed Red,. All abl pr Stec' Ca T at Compute ed Self rl F °dirt Si Ba etr Fr De ty of FI Ga The et a1 Draft FI Ga CO2 ed f Combust produ is Fl Ga Ma FI FI Ga Vol FI ICFMI FI Ga Vel ty (P Si Total Syste Vel ty Heads Syste Pr to Ma Pr at Syste Entr mb n[ 35 50 140. 000 7 pa t 1 ult pl appl Sel cted• Alt tude 42 Fuel 0,1 24 1 Degr YE Degr Elbo 9 Degr T St Dr Ott to ed In Stepped Redo nge A Appliance Draft Inputs B Layout Inputs C Computer Calculations eq, Per ho Degr F et st• old -45 15.288 1 [he 18.000 Inche 29 767 1 Hg 045 Ibs /Foot 040 In H2O 13.50 85 Ibs /MBT11 43.06 Ibs 960.79 F et ,/m 9 06 F et/ 1 86 020 1 H2O 019 Inches H2O 0 No No 0 14 6 7',. 29', 18 6 8', 8'l. 30'. 10 6'„ 0', 8 31', 20 6'I„ 9'l, 9' 31'l, 22 6'. 9 9', 3 Insulated Pipe Pan No P•60 -C1 P-42-C1 P-30-C1 P-18-C1 USE: ay be enabled minimum one Mon na See 10110 lion ituations for del ase, erne tole wet. P-800's 0/000* sea am 1 1 905 lern I P20 0 Cement U flue temper res over 600'F NOTE For Pamela 0' (mph length at el1.a0. For diameters 6' Mro0 0a h llade ter For 28length Maned* 3019 0. 503') escaped vMhole Innera9. e Band and one Oule Channel Bend. IT DIMENSIONS 1110hee) Pipe 0.D..• Pipe 0 2 025 Whet l pipe WV (Met) D pee Pain*, 9nche!) Fo Boar Slacks end Chimneys: K 0,30 p For DISW and Taan* Exhe.) end Ore Due Fo 50 feelol 10 Inch Perm's pp 025 .25 10 Adjustable Length Pon No P- AG30 -C1 P-AG 18-C1 USE: odd dam stun between ander angel 1 0 'po M be b et red pan ComPie p ighl aper00, Bellows Jmn Adlu L nal NOTE: v 24 RAG3 mu be zed ns Sip Sec two ce Out Cove a V Ba d on e Stub. two p Contamme Rng nd two Corner Band wit gra DIMENSIONS (Inches) OlIp Sweden 0.D. Pipe D Outer JaekN 1.0. Pipe Flow R.alance Factor Is the lame Mul 1W pipe, Variable Length Pail No P VL30 -C1 P•VL18•C1 USE: ended a ngl dome soon Iron 26' Eetwee 0 I0 Rpu m i` between (09 n d n eon obi comple ge tlge any temper 1 NOTE: a plc age one niter Band N be sad ompen [NM Expansion DIMENSIONS (rice.) 0115 0.N1.n 0.13. Pin* 1,0 OWN Jacked I.D. Pipe 10 2' Flew 8.1.1.00. Factor a the sure In,u1 .1009 pipe 30° Fixed Elbow Pan No. P•EL30 -C1 USE: signed use wee Mr zpla d ton h 30 reou red 5070: p gad w: V Band 0019 one Wl Cla In Band DIMENSIONS I n'.,: Pip* Dlm. 0lm. 0)00. V. I.UU. A B C 0 8 5'„ 6, 6, 22 6 4. 10 15' 16', I 6/, 24', 12 5 7 127 24 8 1 7„ 1 0 1 70 3 28 6'„ 10' 0 38', 20 0/, 30 32 7'„ 11'. 44'/, 30 0 I 2 2', 40 8' I (5' 1 521 I 45° Fixed Elbow USE: De Mr I pu red NOTE: a 84nd Pan No P- EL45 -C1 DIMENSION r P ipe Dlm. 0101. Olm. Dim 01m. I.B. A B C O E d 8 2 29 20 8 1 8', 12', 30' 10 1 3 1 2, 121 1 0.1 0 1 35 2 10I 8,. I t „I 39, 28I 1,16 „12,.1 1 29' 2 0 I 1 3 2 9 1 8 1 31 .I 22 24 1 9',. I 3 1 J 28 1 9, 1 1 2 50', I 201 1 5 „122' „I 531,137.1 30 (0 6 23 155'/, 1 I 3 0 1 0',) 8„ 25 „162,1 401 „I 9 „I 2 „I 7 3' 1. I 5 kaw Oe191 Ch I 90° Fixed Elbow USE. 9p° d TEE Pen No P- EL90 -C1 0 30 14 18 10 20 22 24 28 Ou Ch DIMENSIONS ince Pip* 1 0100. I. A e 11 O 2/, 101 3, 12 1 154, 16' 7' 18' 20'1, 21 20 22', 30 23 32 2 30 1 26' 1 42 29, 1 48 1 32 1, 1 90° Tee Pan No. .P-MT-C1 USE: Nor 7001 and vide nplb of d sp in s D spec ion 1 Snout (Dime sbn B) may be smal e 1 en body theme (0lmenslon AI Pa N0 P.TC Dr Te Cap t closing unu open ng NOTE: r draped ml Iwo e V. Bards and Ouse Chen Barbs Spec( Mme sign A and drmenabn B DMENSONB: 00. ,eel andard D. Iz. E" lh ough 40' 25 Flow Fe 45° Lateral Tee USE: Pa ended low lbw lance 45' ant do 3I k b seats 9 Pa I No P.EL45 when used 1 h Mr *gill I Id Snag D me ma 1 P ipe D. NOTE: Pa p aged Ile Iwo nn Bands and Moo Out Chan Ban. Spoo(ly Pipe 1 D. nd Snout D. Pan No. P -J L -C1 DIMENSIONS 4,o4, plea Dl A 0 C Mr. dm elro I.D. 3 19'I, 1311, 51, 10 12 14 10 18 20 22 24 20 30 32 80 42 4* 244, 27 294, 32'), 354, 384, 434, 43'/, 49'/, 49 55 55', 601. 70 794, 16' 21' 23 264, 28'/, 31'), 35e, 35', 407, 404, 45'1 507, 50'/, 66'1, 5/, 5'/, 5', 6', 7'). 0'I, 9'l. 9N, 10'1, 13 K 0 4 Flow Reelelarce tor. My old. rba puaWlma Ier than Pipe I.D. 90° WYE K Part No. P -JY -C1 USE Pa nded NNW '00 nlrg Iwo 0011 NOTE: AO ape mow m a Us Tapered I /Redo Pa 1 ROT One Step /Redo No P08 Ito two In r Band Iwo 004 Channel Bands Damper Valve 10 5 12 5'/, 12 14 10 18 20 22 24 20 20 20 32 30 42 48 5'/, 74, 09, 9), 10'), 114, 13 13 15 17 19 19 22 24 24 27 31 K 0 8 Few Rsahlancw Fa M. Drain Section Pan No. P•DS -C1 USE: open noon lions dr (ing 1 w t orn side 1 Should be be below roof teal freer ng NOTE: a 9 p vide P T a le nd 0ul Cha one In V. Ban Pan No. P•DV•C1 USE: n.d tong II pa b e given NOTE: a be operated man ly b mo zadv B IND one F 1W. nea Band and O one Out Cho 0* 0 R DIMENSIONS Inch. 1 5 1 1 .r 1 070 I 1 0101 1 1 20321 I 135401 1 1 Tapered Increaser/ Reducer Pan No P•OT -C1 USE: ended pope ame h rpured s law no NOTE P eludes a nge Cone (Jul r Damp Ja k and Iwo n Vee Bands specify and B Mmanapna DIMENSIONS to ch 01 A Sm. Pips I.D. S Ls I.D. C In IN L*npdh To IM 1.01.11.09 length (0): C (0 A)2 2 3.0. I 1M00010p 1.0.1412' 140 the lag• pipe I.D.N 10" In131011.11npdh (10 12)2 2 e Ip 7 Iwo teo 53 System designed °song ante Step Increaser/ Reducer USE: Pall No P -OS•C1 NOT Spe sma B P P Iwo CI IME N5 Om Nozzle Section USE tailpipe ion Pan No P -FN•C1 d e ,9e ma V Ome NOTE: Pa lode a Ban and one Out Cha Band SaNN NOTE. "C1" indicates 1 inch fiber insulation between the inner pipe and outer jacket. Drain Tee Cap Pat No P- TC/TCN -C1 E: TC close unused Tee opening Mee 1 N 1 u and PTCN 1rd of manifold. NOTE: RTC er 1 N P T Nome flies (1"-20' A 1' N P r lope a sup pied l 22 300 larger P TCN does dralcing el. noi Iudesinr 07 0 m Seel m AO! Wm and Oula Ja k 1 Summelews T 0116210110110 (Inthts) DIM. A Pipe 10 Seal Ring Part No. P -SR USE: Um securing Model PS appllancm haying an ualanpe0 of Calla 0u11r. EIIminalm Mang field madam. NOTE Ps 00nps1 Sea Ring. Inver Pee Bard and h rawer Flow Rea tenca factor the same M sated p31.. Fan Adapter Part No. P -FA -C1 U SE Fo Mal connection n 'weave la 7/10 Mum Mlle 75973 On lop 011M roof orb, urdernetlh the IM bets. NOTE: Pop Intludss one inns Use Band e nd one Dula CT1rnnet Bend tats PN. e' Bellows Joint Pat No. P -BJ -C1 USE: Pr sear Igo expeneon join for use Meal .1 andard adj Ise ustable 111 In per ecanee r1 for Dime Engine and rye Tu,bln Ulm Syeteme 90101Mt movan0d I Liner 1 ramt bellows expanson Only NOTE: a p ckeged wll one Inner Vas Bard and Ode J k DIMlam EN" m, t10NS: Available War I D. 6 0ugh Flow Roe I F48" e h mee Insulated pipe. Hood Transition Part No. P- TSITSU -C1 70 In des apele r securing 0 1pinen? kitchen went ion foals NOTE: Pa 3 Paem9e0 wit in Vas Band and one We 013 Bane. rr' L LP," 7r" L L elm DIMENSIONS A4.IMtts In tas 8" 1,0098 4S" Flow Rmhlencs Fe Io MIaat d rape Met same Wall Guide Assembly Pan No. P -WG -C1 0310: Asaam1719 fed on long Nrlloa t 0 at Me trepan- Dm )SIN Prpvldm able Plea ante 10110 M pot and nearby cons anion up MOTE: Aesambly cw13 0 one Fu Angle RN. lour BI 1 arm Br Sts support Swing Table M M a1lkR IMINOtha ID DIMENSIONS: Available M alanard D, Itts e" through 48' Explosion Relief Valves Part No. P -ER USE: On 310 Engine En a To help cove 1701 IM v1niklg pressure Mould Mekh NOTES: Caution mu be used loos ng 1711 N n an Exhami Sy tem The welled gases Re tot and bystander c0ud use ilia 2. Number Snubber Tension Swim) P3 re, Support Rods, Dude Rods M Flange Holes Pm 11 N 3 Expbelen ROM, Va ea eordance with NF 37. Pe 1 I clues boll washer nu nd gasket Provide comple1e gas p• Ighl eameclon 1 IM Flange Dimanaens A. B 8 C ram zee minlmwn overall dimensions of when open clwW Ipe DIMENSIONS mane Ir PEL. I A 1 r I °e' 1 Dee' 1 6 1 0'). I 13 1 101, 1 I E 1 12 1 10'1, 1 ID4, 1 I 10 +1 12 110• 21 170'!. 14 19'/, 23 10'/, 18 20'/, 22'7, 24V, MU, tai, 26 101, 31 101, 18 20 22 28'I, 35 10/, 24 2e'1, 1 Full Angle Ring Part No. Part No, P -HR -C1 35 10'I, P -FR -C1 Half Angle Ring Use: Fo x70 Jamey gudfng Nall ry M91 111119 ul for rant pipe sup- porting NOTE: Dimensions below Angle Ring (0.FR) PI n Fu Angle Fling pocketed MI Ming bolls o 33 Iy Boll MAIM with ell Mgl, 0111111510118 Mob.) A 06131de 01Mnarr. P01 I D 8 8311 Noe On* Pipe I.0. C Inside 0146e1r Pipe I.D. S'I, 2' Flange Adapter Part No P -FO -C1 USE: rem Model PS der Power Un rug e9ulpten NOTE: sgne voth ender 5010 Pte nue 10901.0 5 7), able laded P pack glad wry! one 1 Bend and one Out Cho Ban IIMENSIONS c,w N o1 Nola Bata ola. 42 36 825 1 625 PW 125 25 375 75 375 75 Floor Guide Plate Part No USE: fled loon cl lignme Ron Manmum le rough floor lope side dame 1 NOTE: Aasemmy c Reg. 119 51 8170 100 51 SI 1011 8' boll Cane Ms el B Gan m Ms a be 71 tont bolt h ngle 01 MOM ►Ye OBR. DYh. 1.0 A 0 8 17 10 8 20 12 10 12 14 14 29 29 20 18 a a Ea 1M 10 u as M r 23 31 14 le 1B 20 22 24 314, 35 38 37 30'7, 3o 34 40 43 32 to 44 32 Flanged Boiler Kit Part No P -BK USE: ended a securing Model PS 1 h ling e007menl Eliminates 0111 019 0 011 le stack emen1ly 1 PS t toiler NOTE cl des tem 180' owe arming n to t1'wtlt amen snipe a BOILER DIMENSIONS, 74 .0. I No e 4 10 5 12 6 14 7 18 8 18 9 20 0 22 24 12 26 3 20 4 30 5 32 16 36 18 4 2 46' Support P -FG -C1 Assembly Part No P -PA -C1 UBE: ended IM ma Ma c member 1 ih k aembly plat and m flange are flange with hell with lad 90' apart Mow and above cove pleled inner pipe l0mt Mat ng allow /a' bolls and u amp nnw Yee Band forming sandwich type of 0mb: capak Also can 0162 wed pelf'? ench0 NOTE: Assembly include. Spill Ple Mick In sit s 6".20" and thick size -36' and '1, 42 and 48' D.)rigid embly r mu be mm led O secured t the building rum Two 11 I Channel Bann Included as one Full CMnnN Bard normally 7so gad wii pima avy duty Pla Supper par Mme Colt ry 1Cec1110rons DIMENSIONS Available andard D. 6" 8roug71 48' 0011. A: PIp6 1.0 8' 01A. 8 6:05 *de): PE6 I.D. 4' for daises of Me Plate Support AST Clamp Flange Part No P -C F 6e o tended n r for e quo mnt um t a r sh- ed wit and well euppor NOTE: Sall Reg 12 pun had Ma holes 6' '20' 11 20 p1epun had hoes z 24"-48' 42 -49" 1.0 Split Ring '1' Ih DIMENSIONS One es) A Flange O.D. Pipe 10 0 S 83111 Note CI7,N P1pe O C Flange I.D. Pipe D Wall Support Assembly Pert No P -WA -C1 USE: Creston A hohonte rung Bppor P ssembly 610 be- pipe .0 ammo NOTE Assembly Fu Angle Ring, two Clamp n9e Bra k two nd par Cha A Poe cent Ice 0 w B Pp crew M to Me hoelhol,0nia9 C 0 *163 the ant between t bolt foe nolo Center n Stru b k amend bolt foe 3' below lir DIMENSIONS ,01n Poe Dr. Dlm. 5r. 1.0 A B C 6 8', 0 6 1 9'. 1 8', 1 1 10 I 0, 1 9', 1 12' 12 1 '1. 1 10', 1 13', 1 1 12', I to 5 13', Ira, Is 10 134, 16' 20 15V. 1 1 22 1671. 15', 16' 24 7 16', 19' 2e 1B'.) 7 1 20',.1 26 118',1 30 20', I 1 22 1 21 21', 120', I 1,, 36 23'.1 22', 1 27 1 42 26 25 2 45 29'. 28', NOTE. "C1" indicates 1 inch fiber insulation between the inner pipe and outer jacket. Ventilated Roof Thimble USE Designed for use other pipe �es,e� rough cwnblsUble roof 01,00,1, Pali Includes, Full Ring ou Ohlldinp Ihoewwn pp• must M wppnrled Porn b11ow NOTE Pan Includes Inner Weld. Smokes SrN ling, Ye1a, FWI Flashing. Vert Mown Coder end Tid11M. prep0le hardwire or aaawlby. Part No. P•MVT -C1 DIMENSIONS (Inches) PIP•0.0.= Pipe .0. ,2 FMmhq Olm lllIon Ppa I D 6 9.ld Fts O.D. P19, 1.:it l4' VMI Sl O.D. Pp 2010 Cadkq Shalik By 1011 0109 cam 1d Stack Cap Part No. P•SK -C1 USE: Pe 1 in Pr ec wst ow now slat a Drain lee Cap, Pa 1 No P -TC. b Dr n Section. Pa 1 No P-DS. 14 used ees a wr 1 NOTE: For 2B' and me Me led One n the owe? portion IM lop deleted Pe packaged aped oath one 1 Vet Bend. one Clo ROM and one 11 Glenne) Band. S 5'1. 101, 6V, 134, 7'1, 17 610, 201 91, 23 "1„ 101, 274, 11'l, 301 34 37'1, 40'1, 15'I, 444, 164, 474, 171, 511, 161, 54'1, 201, 611, 33') 661. 361, 7Th, K 0.5 Flaw FK101. 12'l, 13'1, 141, to 12 14 1. 11 to 22 24 M 2 22 42 w Insulated Exit Cone Part No. P -EC -C1 USE 711 vnll velocity I Iime9 elocey Dr in 1 C ap, Pe No P-7C, o 0 a Section, I No P -OS, aid bas wri I NOTE rl cons an Cone. one In We Band and Out Je DIMENSIONS moms, I ir 84,,0 IDIl .I DG, I 1 0 1 21 1 4 1 41. 1 1 E 1 3 1 1 6', 1 10 I 3', l e 61 12 4' 01, 14 51 4 1' 1 16 1 5', 1 6 1 13' 1 1 20 6 I 7'l, I 6 I '0' 22 6 6 18 24 26 26 36 32 61, 10'l, 10'1. 111 191, 21'„ 22'/, 24 264, M 137, 6 291, 42 15'I„ 10 341,, 40 171, 70 39'l,. K 1.25 Flow 61,161.201 Factor. Roof Support Assembly Part No. P•MRS -C1 USE: Designed 10 provide peter Ion M roots of ca bs1DN a lucld0 or na1M1 0 as wee •e bask pipe FrppM1 MAWS DM k0, 10.akman chimney MOM Mow the Icor teWM N •IVr11N1. NOTE Pod Includes Inner SMMS Slruclw• SINN. Root Sgpd1 Brooke (21 Clam FNnp.s. 30' N 1 uNard p p. Vent FNMbp, VMI Slam Cdor NNW, w •M •pprop14 M1dwer Id DIMENSIONS (Inches) Pipe O.D. Pipe I D 2 WNW MN, O.D.. P9, 11 MOM, 14 Vmd Mown CM1M 0.0. Poe 10 201 Ceiling SWIM By NeNllog =nitwit= Mw1.10es =AAP Chimney Round Top USE: enable only 1 6' 6' 10' 12' 14" and provides or emoun protection. Fe t r e tenet Ion and low 11 p• now reels Pahl No. P -CT I L Pia J DIMENSIONS I10me PIN Pam. DIm. I.D. A S 6 1 12 5'r, 5 16 7 12 24 10 14 26 11' K 0 5 Flow Resistance Fa td. Ta I Flashing Storm Collar Part No. P•TF•C1 P•SC•C1 USE P.TF end PSC reed 10 con. we ithe 004 •Sa•rnbly front entering FMadaton tenor tool penal Ion POW NOTE Pert P-TF N designed wen 12' N911 tale. PSC Moon Collar must be Meted well .)600.10 sealant Part P TF end PSC labrk•led born 9elvanUed Neel. 0701010. MN N •ve4ON. I A I-- --II DIMENSIONS (inches) A Corn Setlom I.D. PIN I D S S Square Saw OIm. Pipe .D 1 a Open Stack Closure Ring Part No. P -CR -C1 USE: Provides P Notion pa wren opts natter a ea D, TN Cap P111 4 P TC. o Or 5e ion, Pa N PDS 004 bottom 1 Miter Cut Part No. P -MC -C1 USE: Used for her 1on1 En Eahewl l rminalon NOTE: Bird screen used on IN -MC, M with 16 gauge 316 sla N feel with', M pane w41kh gets m n, inlrw, W 60 POMP. openM P. pecked with are We Band and one 316 01 10Net Neel°Nets Ring, K .25 Velocity Needs Guy Section Part No. P -GS-C1 656, new, welded ••C1d1 used 1 hog pun 1 Salk Melapetlee 100 NOTE: uw1 N used 0017 w carte With 001•101e 0001000 In Ine1 160 In. moons P ah•*,d 10101y 400 1k 10. shown. and Includes one Inne Vet Sand end one Out Gannet Sad T Flip Top Part No. P•FL -C1 U SE aid r mm Ion 511 pen O. with In l preseu •00 00140, awn h •1e0c 101 1 d eu we esnt mac and detorl horn entering Modal PS and engine. NOTE t Includes Grp Top, Inner VN Band and Cosu Ring Half Channel Band Part No. P- HCB•C1 USE: Iml me ender(' L and Bellows p 1 Ch Bard does not I the NOTE: 1 pen e e 1 we e and 1 mbly Guy Tensioner Part No P-GT USE: Used .•h never stack support 1 1 guy cadet NOTE Mr. 1e0 ke1e., 01 per lea wed pipe 11,0 5 11 •••i 1011,001 to 01701? dry Tension. la10p. 1NmeI• eat Joint Sealants P -600 SILICONE SEALANT P•2000 CERAMIC JOINT CEMENT NOTE. "C1" indicates 1 inch fiber insulation between the inner pipe and outer jacket A Eye DIMENSIONS Ma Tsna 1 Gpec remmw w.". ra,m Langl I 24 I 39 I 24 1 38 I OO B I D I 'l 2 I 2 I� 7e 1 e1I 3 1 I 3 I3 I W.195 1 15 1 122 Su ling Modal PS oln war temper do not mewl SOO' Capable of holding 60 Inches I ova column about 2.2 Pe Ip a room enp01 Ave BMW In lerdard new and dispensed w41 I■d•r dkltp pun P -2000E HIGH TEMP SEALANT Su to Ming Modal PS to t her. lamps, u ea do weed 2000'F Available In .land•rd tube 0d dlapeneed h Maid I•Ing 9u V i d io r: 1GF Fo n ,Mode P5 nee en 2000'F .0 elm p.m, r •N Duct I allelic,. 1li Ce am m•n t Join C.l I. ,name In kit form ompl.1 wlih detailed mining In 1 c Dry powder 1 mixed with el• In implied mixing Ng Inserted ndard Ping g i applied Property sealed )olnla g4 tight, highly rile la l0 011, Ier.ol0Nia and all wide 21 hy0ro0hor10 _IS Model IPS has been approved by the City of New York Department of Buildings, Materials and Equipment Acceptance Division under the following MEA file numbers: Building Heating Appliance Chimney MEA 135 -90M 1400 °F Chimney MEA 181 -90M r 'hrttn lr}r) UNDERWRITERS' LABORATORIES LISTINGS Model IPS has been tested and listed by Under writers Laboratories, Inc. (ULI) and Underwriters Laboratories of Canada (ULC) for a variety of applications in Pipe I.D sizes 6' through 36' Model IPS is ULI listed for 42' and 48' for Building Heating Appliance Chimneys. ULI ULC MH6673 MH6673 CMH889 MH6673 CMH889 MODEL IPS OPERATING TEMPERATURES- AND CLEARANCES Modei.iPS has been tested and listed by :Di-1 and ULC•for the appikations shown here. Any.applicatitamofModel. IPS should consider operating temperatures, fuels to be burned or vapors'or gases conveyed, the type ot.heating appliance utilized building use and,purpose,and rrtaterials of construction. CRITERIA Application Cooking appliance Ventilation Hood Restaurant Grease Duct with ventilation fan Maximum Operating Temperatures Clearances To Combustibles, To Non Combustibles Selkirk Metalbestos representatives throughout North America are qualified to provide compli- mentary field service to assist contractors, builders, engineers and architects in designing Boiler Stacks and Breechings, Grease Ducts, Diesel and Turbine Exhausts, Marine Exhausts and Ducts, Freestanding Stack Systems, and Residential Chimney and Gas Vent Systems. Contact the Selkirk Metalbestos Regional Office nearest you for assistance. J` SELKIRK METALBESTOS RESTAURANT GREASE DUCT (C1 version only) 500 °F Continuous 2000 °F Intermittent Chimney ID 6 -16 18 20 22 24 26 28 30 32 36 Grease Duct Building Heating Appliance Chimney Industrial 1400 °F Chimney Airspace Clearance 3 5 6 8 9 11 12 14 15 18 3" airspace or greater as req'd for installation access for inspection and /or local building code BUILDING HEATING APPLIANCE CHIMNEY (C1 C2 C4 versions) Low and high pressure Steam Boilers Diesel Turbine Exhausts Building Heating Equipment 1000 °F Continuous 1400 °F Intermittent Chimney ID 6 -16 18 20 22 24 26 28 30 32 36 42 48 Airspace Clearance 2 3 4 5 6 7 7 8 9 10 14 18 COMMERCIAL INDUSTRIAL PRODUCT SALES OFFICE Selkirk Metalbestos St Rt 93 North Sutton Road P O Box 631 Logan Ohio 43138 (614) 385 -5671 Fax. (614) 385 -2483 APPLICABLE MODEL PS/IPS REFERENCES Industrial 1400 °F Chimney UL 103(1989) CAN4 —S604(1982) NFPA 211(1988) Building Heating Appliance Chimney NFPA 37(1984) NFPA 211(1988) UL 103(1989) CAN4 5604(1982) Grease Duct NFPA 96(1987) BOCA— Section M -502.3 RESEARCH REPORTS Grease Duct IC8O— Report No. 3964 SBCCI— Report No 8963 1400 °F FACTORY -BUILT CHIMNEY (C1 C2 C4 versions) industrial Furnaces Processing Equipment Kilns Hoods Ovens Diesel Turbine Exhausts 1400 °F Continuous 1800 °F Intermittent Chimney ID 6 -16 18 20 22 24 26 28 30 32 36 Airspace Clearance 2 4 7 9 11 13 15 18 20 24 2' airspace or greater as req'd for installation, access for inspection and/or local building code MANUFACTURING PLANTS Logan Ohio 43138 (614) 385 -5671 Fax (614) 385 -2483 1820 E. Fargo P O Box 372 Nampa, Idaho 83653 -0372 (208) 467 7411 Fax (208) 467 1006 General Notes 1 Verify all Dimensions before Releasing for Fabrication 2. All PA s and /or FR,HR,WA,WG and FG's TO be Supported By The Installing Contractor 3 All Connections To Receive P -600 (low temp) Sealant And P -2000E (High Temp) Sealant. 4 All Drain Lines By The Installing Contractor 5 See Model —PS IPS Grease Duct Installation Instructions #8 For Correct Installation Methods. WARNING. Diameter(s) shown on this drawing have not been verified by Selkirk Metalbestos. 4. E 0 0 0 -4 rrl CAD CAD CAD CAD m g i 5 t O 0 0! O 0 A m 1� s c_i_ c_r m cv 1 z c z c. CD t c-i.. 5) z CD c c"F in z i f 0 z v� z rn I\.) o o O C (0 5� —h Z ,a 1 1 w o° 0 3 —11 121P —FA */C 1 12IP -30 /C 1 121P— EL /C1 121P— AG30 /C 1 12PS —FG 12IP -60/C1 I I I I I I I I -t I 1 I I I I L__J Top Of Roof Curb 271 121P— AG30 /C1 I I L__J r 121P —PA /C1 End Of Offset 224 (8" Offset) 121P-42/C1 Start Of Offset 196" 121P -60/C1 Bottom Of Floor 133" Ceiling 117' 121P —PA /C1 Bottom Of Floor 21 12IP- 15 /C1 18 Top Of Hood 0 12PS —SR Elevation View AIR EXHAUST AWAY FROM ROOF iO FT. TOADJACENT BUILDINGS, LINES, PROPERTY, AIR INLETS. ATTI C OR MULTI STORIED BUILDING IfitkSreE 1 g STAIN RAIN SHIELD free air flow RESTAURANT HOOD a DUCT SYSTEM FAN rre ft Q z 13" 40" —DUCT SHAFT 24 Cn� Cpt�(v S�c} Ro _k. h i In C. 5 <`rx- jbuSh 1, /0 /6Ps 1 2P$ ALL HOOD a DUCT JOINTS AND SEAMS TO BE EXTERNAL GREASE TIGHT 1 PLASTERBOARD \MIN. 2 VENTILATED AIR SPACE 18" AUTOMATIC FIRE EXTINGUISHING SYSTEM IN HOOD AND OVER COOKING DEVICES ■-a w., t. /r Job wired by City Inspection Date tel 39bd ROUGH-IN E lectrical Contractor 0 Owner I it /later Area, Building or Equipment Inspected 01 810313 OIdWA ELECTRICAL WORK PERMITAPPLICATION /hist titian description Commercial Cl Residential Electrical contractor name License number Dule Expires Ql__ tizc /7 104, i s .7 C-isCe 1 3/31/ or Parcheesi's miitiordress it 3o kilt WA /1,7 City �"L`of State L1P PAX numbe Telephone number r 7 -5-305 YSZ -5 V78 'Premisess wocr's I)/ ZZ S/VA OTA, La.i4 Address of snap tlon /Ya lief 6siz, Q //f kip Phone number to schedule inspection: V z -z.99 O wner as defined by RCW. 19.28.261:(1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical Contractor if above said property u• fur sale. rend of leose. 0 Cash 0 Check. After reading the above statement, l hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- Credit Card Visa Mastercard Discover lotion or alteration in compliance with the electrical laws, N.E.C., RCW, Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Card Utility Specifications. Signatur f own er, c Ideal contractor or electrical administrator Expiration Date of d car X Date: B 3o %S i� C Inspection tee 6I 30 0 New did eie cd fS ;4/ An/ ASA'q/ /t cr JS el 42 l /44 Eleetllcal Lo: ..ltl n r r:uf,trrlctions i Sepylce information O NO LOAD RANGES O Baseboard KW Voltage O Furnace KW 0 Overhead Service Phase 0 1 0 3 0 Heat Pump Ton LAR 0 Temp Service Service Size: 0 Fan -Wall KW 0 Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 THERMOSTAT SERVICE Yalu •pvre..a or u.Ic Apptvwvd Sy u.0 AppNVPi By FINAL DITCH I FEEDER 5 p' om. ,wvm. =a By o.m APrrw. v BY J LW; wPPw.0 ay 0 Altered/Addition Action Taken Electrical Inspector 861 90:L0 9002 /IE /AR a 1 1 1 1 1 1 1 1 1 1 1 1 OLYMPIC INN Remodel Port Angeles, Washington For McClaskey Enterprises Kli ASSOCIATES 266 KEA STRUCTURAL CALCULATIONS OLYMPIC INN Remodel Port Angeles, Washington For McClaskey Enterprises August 24, 1999 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION EXPIRES DEC 12 7OC> KRAMER GEHLEN ASSOCIATES, INC CONSULTING ENGINEERS 400 Columbia Street, Suite 240 Vancouver, Washington 98660 -3117 (360) 693 -1621 (503) 289 -2661 KRAMER GENLEN GSSOCIAi ES OLQ Pic- /N U Retvio 0CL P12,-JI 2% Dez 0 2lc e Gt 310 1E5 G 9 S (P krtfir I PROJECT CLIENT CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St. 360 693 -1621 Suite 240 503 289 -2661 Vancouver, WA 98660 -3117 l�GA A-D02e ;6) `A <D2ArL /55 i Pp /O r•. 1 cif �4 E LDG Pc SS'1ri (,AeI2 -t Face 2c �c FrcA) eeii I- W Au,S eA '1 (r =5e)k5) 5 S 0 L '!'M PI G Ix I2 a'j )L e L M c EzrzF2/S Fax: 360 696 -1572 PROJECT NO 4K -13/ a' t y L.,) [2) ■-‘)i2s-72. xS x -Y/ 6 dot.. DATE G- eNE��L qq 2 93 DESIGN SHEET 0 1.1 NIE O 0 W3 INN 1 1291 1 1311 BEDROOM LIVING /DINING i W5S 1 1301 RA Tu Z N fl I L (z FRAME )4- (s rcooz L ALLS 1 IIIMAINIONINNIIMI M I NM MN ,1 N I TC I KITCHEN G, W5 TYPICAL THROUGH— OUT MGR'S APT UNU O O W2 0 11331 MANAGER'S OFFICE 1' -4 3 -0' 1,2 -3' �2 -6' L W5S RECEPT B/9I99 edoT 99-793 5' —0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KRAMER I DENLEN �r(z -to oS Lis)E FLDD(Z C Q (�°D `3 T'I /35x 24 o c Z. 3 p s Q 7/e fj'I /Z5 z4' o< 1 'Z. Pty I.8 5 /S Cre Cr-IL 2 e Rd� Gr.� 1 S MISC 1 (1 se 15 p I PROJECT CLIENT cD12?/vi P/C_ 1rJ ,J CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St. 360 693 -1621 Suite 240 503 289 -2661 Vancouver, WA Fax. 98660 -3117 360/696 -1572 rLoo2 11 f3 P 7 l 4 3 /4" PO" 2.- 4 G vt' cc/L 2 5 &VPC(zc 1 MI�JC 1,5 /6 1,)41. Ph r t,•h}1.L 6c IDpsc DATE DESIGN D6 4/qq 572/ PROJECT NO SHEET q -7A3 P5 0 1 VA ■L KRAMER GEH[EN GSSOCIniES NeLJ 8-AAA 6-121D a o--)`c I Z PROJECT CLIENT M 51.)o �1 DL. I., L �D .DD -rt- (e 5D pit 3D 9IC 0 IIC Floc( CZ) 1121B ►s' D 4 6° 12.00 u ALL AIsaJr 01' 4-0) c) 1 7 0 8 MAI D (E51 0 80 0 SDprr 760 ply' IZOD eIC UV( wfD e-vUCnot L ji 1, i, 1 i i 1, 43 .760 pi- IA i 747o- LL_ r p,26' 5 k i)4. 6 p f 12 3 ELC. 4 ,3 -co CA.Ju='c,tLC (5c cD LA, 0 -)e-ti C P W IZI79 2, 38" d 44 0 85 7 1 /37t) O ¢3[ (`�i3 -1) 0 6/7 W 2x( S 12 12 0 577 1 o65 /zqq) 0 536 (qs 13) 0 756 1).- !Z 19 0 543 1 195 266) D 6oz /5ze) U.52 Iz x5 8 c7L fr4flc_ iNki M c c R r -15) O c -/sb) 58 e MAri ?3 1 O i /L -73 1 (/-P 7 E °7oo) (Z 37 7 -d-_ CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St 360 693 1621 Suite 240 503 289 2661 Vancouver, WA Fax 98660-3117 360/696 -1572 /a= 2.05)(2g5)= B8S L L )W0 Pl.0 (I 0,377) 747 Pic DATE DESIGN PROJECT NO SHEET c l e/-2g3 4 1 KRA MER Title Olympic Inn Remodel Job 99 -293 GEHLEN Dsgnr• Steve Trautwein Date: 5:24PM, 23 AUG 99 400 Columbia St. Suite #240 Description Removing bearing wall at grid 12, replace with beam ASSOCIATES Vancouver WA 98660 -3117 (360)693 -1621 (503)289 -2661 Scope W-06 WI K Rev User. W08 Steel Beam Design Page 1 UO2535, Ver 5.1.3, 22•Ju -1999, n32 _(c) 1983.99 ENERCALC k:\stevet \99293 \99293.ecw:Calculations Description New Beam at Grid 12 (Fy 36) 1 LGeneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i Steel Section W12X58 Fy 36.00ksi Pinned Pinned Load Duration Factor 1.00 Center Span 26.50 ft Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL ST Act Together Right Cant 3.00 ft Lu Unbraced Length 0.00 ft 1 Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.760 k/ft I LL 0.747 k/ft ST k/ft Start Location ft End Location 29.500 ft I beam OK Static Load Case Governs Stress Using: W12X58 section, Span 26.50ft, Fy 36.Oksi, Left Cant. 0.00ft, Right Cant. 3.00ft End Fixity Pinned Pinned, Lu 0.00ft, LDF 1 000 I Actual Allowable Moment 130.581 k -ft 154.307 k -ft Max. Deflection 1 195 in fb Fb 0.846 846 1 1 fb Bending Stress 20.107 23.760 ksi Length /DL Defl 329.8 1 Length /(DL +LL Defl) 161 1 1 I Shear 20.224 k 63.193 k fv Shear Stres 4.608 ksi 14 400 ksi fv Fv 0.320 1 I LForce Stress Summary a These columns are Dead Live Load placed as noted DL LL LL +ST LL LL +ST I Maximum Onlv t Center t Center an. Cants a0 Cants Max. M 130.58 k -ft 65.01 130.58 63.37 k -ft Max. M -3.42 -3.42 -6.78 k -ft Max. M Left k-ft Max. M Right -3.42 -3.42 -6.78 k -ft I Shear Left 19.84 k 9.94 19.84 9.81 k Shear @Right 20.22 k 10.20 20.10 10.33 k Center Defl. 1 195 in -0.593 1 195 1 195 -0.575 -0.575 in I Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.447 in 0.218 0.447 0.447 0.207 0.207 in Query Defl 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction Left 19.84 9.94 19.84 19.84 9.81 9.81 k I Reaction Rt 24 74 12.48 22.38 22.38 14,85 14.85 k Fa calc'd per 1.5 -1 Mir Cc LSection Properties W12X58 1 I Depth 12.190 in Weight 5T74 #/ft r -xx 5.286 in Width 10.010in I -xx 475.00 in4 r -yy 2.509 in Web Thick 0.360 in I -yy 107.00 in4 Rt 2.720 in Flange Thickness 0.640 in S -xx 77.933 in3 I Area 17 00 in2 S -yy 21.379 in3 KRAMER GEHLEN ASSOCIATES 400 Columbia St. Suite #240 Vancouver WA 98660 -3117 VEGA (360)693 -1621 (503)289 -2661 Re 510301 User KW-0802535, Ve 5.1.3. 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Description New Beam at Grid 12 (Fy 36) [Sketch Diagram 1. 1111111111l 111111;111111111111111111 1.507k,ft Rmax 19.839k Vmax left 19.839k 28.59 Mmax 130.8k -ft Dmax 1.195in Scope Steel Beam Design a i Mmax right 8.78k -ft Rmax 24.745k Vmax© 9 20.224k Deft right end -0.44891 Title Olympic Inn Remodel Job 99 -293 Dsgnr Steve Trautwein Date: 5.24PM, 23 AUG 99 Description Removing bearing wall at grid 12, replace with beam lllil� III flud111111111111 111111 0'1 1111111111 111 III Shear Load (id Local y Deneglon (In) I u 11111111119 IIIIIIIIIIIIIIII ii1 1f 1 Page 2 k:\stevet \99293 \99293.ecwCalculations rllllpl r.la 17.74 u.oa fa.w non 111 11111111111 11111111111 111 11 1111111111' ►N I I Location A O l 8 r 1 111 I III I 111111111111111111111111111111111111111111111111111111 1 1111111 1111111 1111111111 111111111111111111111111111 111111 11 II 1 1 1 1 11 1111111 11111111 111111111 111111111111111111 111 11 111111 11111111111111 1111 111111111 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 111 11111 11 1 11 1 1 11111111111 11 111 !11 1111111111111 11 1 1 11 l lll 11 111 1 1111 i 11111111111 �I I II 1111 i111 mil mil 11111111111111111111111111111111111111111111111111111111111 1111111 111111i1 Lora Ion Along Member ft 14.4.0.3 11111111111 111111111111 11111 (IIIIIIIIIII 11111111111 111111111111111111111111 1111111111111 111111111111111111111111111111111111111111 11 111111 111111 111 1 1 111 111111111111111111 11 11 1 1 1 1 1 1 1 1 1 11 1 1 11 1 1 111111111111111 1 1 1 111111111111111111111111111111111111111111 11111111111111111 111111111 1 1 111111111111111111111111111111111111111111 1111111111 111 LOCa an AbngMeember pt) 1 e.50 1 \L IAA KRAMER GEN LEN .sso ��ArEs coLi4A o tt A lz S 8� PROJECT CLIENT Z Kra c 4.) i? u rF e 2 )`4 6K-0 w414. (ft Aci. Adcc 5vr 4- eras L_ e F IS C') p6c 4 4 r 4 -r A /6 s r P 2 k C 3 2 32 x f 2 rAi4r2c,g4.e PG b(QMf is (--DO(-j" CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St. 360 693 1621 Sui 240 503 289 -2661 Vancouver WA Fax: 98660 -3117 360/696 -1572 DATE DESIGN /23(Q9 7 PROJECT NO SHEET 7q 7 KRAMER GEHLEN ASSOCIATES d Rev. 510301 User. KW- 0602535, Ver 5.1.3.22- Jun- 1999,1M032 (c) 1983-99 ENERCALC Description Posts at ends of new beam [General Information [Loads Steel Section TS3.5X3.5X1/4 Column Height 8.000 ft End Fixity Pin -Pin Live Short Term Loads Combined Axial Load. Dead Load Live Load Short Term Load Section TS3.5X3.5X1/4 Height 8.00ft, Axial Loads: Unbraced Lengths: X -X Combined Stress Ratios AISC Formula H1 1 AISC Formula H1 2 AISC Formula H1 3 XX Axis Fa calc d per 1.5 -1 K"L /r YY Axis Fa calc'd per 1.5 -1 K *L /r [Stresses Allowable Actual Stresses Fa Allowable fa Actual Fb:xx Allow [F3.1] Fb:yy Allow [F3.1] fb yy Actual [Analysis Values F'ex DL +LL Fey DL +LL F'ex DL +LL +ST F'ey DL +LL +ST Max X -X Axis Deflection LSection Properties TS3.5X3.5X1/4 Depth Width Thickness fb xx Actual 400 Columbia St. Suite #240 Vancouver WA 98660 -3117 Scope (360)693 -1621 (503)289 -2661 3.50 in 3.500 in 0.250 in 12.50 k 12.30 k k 8.00ft, Y Y 8.00ft Dead 0.3294 0.3097 Cc Cc 27 740 psi 27 740 psi 27 740 psi 27 740 psi -0.048 in at Steel Column Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy Duration Factor Elastic Modulus X -X Unbraced Y Y Unbraced 42.00 ksi 1.000 29,000.00 ksi 8.000 ft 8.000 ft Dead Live 18.01 ksi 18.01 ksi 4 05 ksi 3.98 ksi 27 72 ksi 27 72 ksi Ecc. for X -X Axis Moments 0.500 in Ecc. for Y Y Axis Moments 0.500 in Column Design OK DL 12.50 LL 12.30, ST 0.00k, Ecc. 0.500in 2.07 ksi 2.03 ksi 27 72 ksi 27 72 ksi 2.07 ksi 2.03 ksi Weight Area Title Olympic Inn Remodel Job 99-293 Dsgnr• Steve Trautwein Date: 5.23PM, 23 AUG 99 Description Removing bearing wall at grid 12, replace with beam Live DL LL 0.3238 0.6955 0.3047 0.6145 Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 4.640 ft Max Y Y Axis Deflection 10.50 #/ft 3.09 in2 X -X Sidesway Y Y Sidesway Kxx Kyy DL LL 18.01 ksi 8.03 ksi 27 72 ksi 4 10 ksi 27 72 ksi 4 10 ksi Page 1 k:\stevet \99293 \99293.ecw• Calculations DL ST (LL if Chosen) 0.6955 0.6145 Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST -0.048 in at I -xx I S -xx S -yy r -xx r -yy DL Short 18.01 ksi 8.03 ksi 27 72 ksi Restrained Restrained 4 10 ksi 27 72 ksi 4 10 ksi 1.000 1.000 1 75 1 75 1 75 1 75 4.640 ft 5.29 1 n 5.29 in4 3.023 in3 3.023 in3 1.308 in 1.308 in 1 1 NflAMER GENL GSSOCI PROJECT CLIENT 084De2 g Co 4R CDR 5 P q' r2te z(6) =3' D 16 P 5c L(, rCJPs c 48 lc bL 3-0pI4 LL_ 400 Columbia St Suite 240 Vancouver, WA 98660 -3117 /I Ai4( ps 7z- 4t. DL cN� -15D LL DL La*c 360 693 -1621 503 289.2661 Fax. 360 696 -1572 CONSULTING ENGINEERS STRUCTURAL /CIVIL 522 DEL 2*1 .5?1D L.4 -e0? DATE DESIGN PROJECT NO SHEET zq3 1 IIri 1I.\ KRAMER GEHLEN .ssoaares (0 1 7 1 /16 24 oc, Typ° PROJECT CLIENT CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St 360 693 -1621 Suite 240 503 289.2661 Vancouver WA Fax: 98660 3117 360/696 -1572 Loco Mc CLASKcY C' c(CP2 5 P'• C a) 3i7-1 P5L DBt. 5f4 p D e74! L Z ND Ft,o3 R. pu) ,J DATE DESIGN gl 3 /9 9 `7 r l 'r PROJECT NO SHEET c9-i3 0 Co) 1 4v -0" 5G? )L/ -p F(& 5 5 x 3'6 1`LJ 8o1 WW /MI KRAMER GEHLEN nssacinres PROJECT CLIENT 400 Columbia St. Suite 240 Vancouver WA 98660 -3117 O0'i4Pt Lot i McCZASKc CpG2PgiSC5 CONSULTING ENGINEERS— STRUCTURAL/CIVIL 360 693 -1621 503 289 -2661 Fax. 360 696 -1572 D er4IL s OL)O,'rU)" 1PL #J DATE PROJECT NO 9 -Z( DESIGN SHEET D Z 1 KRAMER GENLEN asso��a.Es (N) SIM7Soio iurq 7 CEO ug rr1 j PROJECT CLIENT CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St 360 693 -1621 Suite 240 503 289 -2661 Vancouver WA Fax. 98660 -3117 360/696 -1572 i '.>G1 I OLYMPIC L0O6 N Q. CLAS K 4y e- 7.2 P2/ stL 2><4 51Z P��Tt riO„1 w /t.t (N) W 12 Q;;2 ?ult.) �tN) PLY Fit z Eft Sipe 6.1) Sb IoZ &z. Fi t.-z a e 7EMP S►��czl�G, T �?P. (N� #10 A 3 cLoog Po? 4 `'`y 3/4 O M B 6" o C S PROJECT NO SHEET riot s FL g 5Cc-T oN DATE DESIGN 82 3/4 9 99 -2 D -3 1 1 MINIM SEAM qr rAtIWMII /4111 KRAMER GEHLEN OSSOCIiiES Fwo� CZn)tNUC 5 OA PROJECT CLIENT 01,4 Prc LODGE M c C Lk) Kc(; Per5r S CONSULTING ENGINEERS— STRUCTURAL/CIVIL 400 Columbia St 360 693 -1621 Suite 240 503 289 -2661 Vancouver WA Fax: 98660 -3117 360 696 -1572 Ccl wAt-I A6o4e C0d(- P4xssO q?` w/2 3 /1' M g s 6Z o C Fwog P g 5 71 FF'cNck. EA 5 Dc= P w tZ PE4 R N QE'41L5 'MP OF T DATE DESIGN e/2 3Jg9 PROJECT NO SHEET 01,1-2q3 D i (c) Sa6S4 f KRAMER GENLEN GSSOCIPiES (►J) 12 Be-Am 6 EZ PROJECT D trim P D CLIENT l..C.J Mc 2/Ji_ P CONSULTING ENGINEERS STRUCTURAL/CIVIL 400 Columbia St 360 693 -1621 Suite 240 503 289 -2661 Vancouver, WA Fax 98660 -3117 360/696 -1572 (c") C ©F-R►9D CZ- 1,..141 Lc J� IMP Lu5 26 bN) Pleite peg- Pail.), PRoviDC b& sriQ A a n)b Cr) Cag-(2.iDa2 SOt6r5 U <1H/ Cv f P-4 C a i f4M e i DATE DESIGN PROJECT NO SHEET 9R -zq3 D -6 "0 fr-) 6EVvUD ►∎L ,VA KRAMEII GEHLEN GSSOCIPiES PROJECT CLIENT \‘‘77-- 11( ii( 0 0 1 0 t 1 Sc� PLAN) Foe SiZc DL -YMPPC LDDGE Mc C .siz vrreg-Pal, CONSULTING ENGINEERS STRUCTURAL /CIVIL 400 Columbia St Suite 240 Vancouver, WA 98660 -3117 360 693.1621 503/289 -2661 Fax: 360 696 -1572 (N) Ts Flu A8 C 6 z oc D BL. ki o e DATE x/24 /qq PROJECT NO qq x`73 De F r �L toe DESIGN SHEET .D -G _L 0 1 0 0 a 0 1 KRAMER EEHL[N ASSOCIATES o e o PROJECT CLIENT 0 400 Columbia St Suite 240 Vancouver WA 98660 -3117 CONSULTING ENGINEERS STRUCTURAL/CIVIL 360 693 -1621 503 289 -2661 Fax: 360 696 -1572 5e-e- P'(s),J Foe_ -(1-)) R" o o OI- 'tMPic WDG e nncC LA ey f-12-P 16a 3zx3z (P)9 x9 xv -qZ W/ no A 13.'3 w/ DBL. mg's C 0 0 NO1.3 V I N 7 (Ji 2toa rvora6- DATE DESIGN e //1 qq PROJECT NO SHEET qR zOs 0 7 1y STRUCTURAL CALCULATIONS WESTERN INN Port Angeles Washington For McClaskey Enterprises November 5 1997 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION REVIEW OF THIS PROJECT IS LIMITED TO INFORMATION IN THESE CALCULATIONS ONLY THESE CALCULATIONS ARE FOR THE PROJECT AND SITE REFERENCED ABOVE AND DO NOT APPLY TO OTHER SIMILAR CONFIGURATIONS OR SAME CONFIGURATIONS AT THIS OR AT A DIFFERENT SITE KRAMER GEHLEN ASSOCIATES INC CONSULTING ENGINEERS 400 Columbia Street, Suite 240 Vancouver Washington 98660 -3117 (360) 693 -1621 (503) 289 -2661 NIMTM 1 LF-19 NNW 7:5 44 coe_ 0 12, "51 fie>1 2- u P _APivr. iz-5-e4eA/ C vd4.1 4TU Jt L7Riev./ 1 4. 11 01 PE-ywevo P pU 14- Hr yv6-1-i. Ter rf.0 'To 1-1 44,1■ WA1%h I I v./ w cr a_ 0 I 4 1 1 64 -1 5 4 1 w 13 OTR4-C7 rp-r 2 Ti.-LJ rt--Yvie l3r-,<LI 0 M- 2S,0 43744 rtv 11 aU4 '0 1--1.14[14. E Vie-t%'11Ww/. 14 .61.4- 1 v\i/ 4 it-j P- w/ rd.A CA kio 4.114;6e-WW.,11Ve, izy uJ IIIJ H- c c/ A cz I 1 71_ "•Nr 1•1•IVN 4—o C E) _rr 1 KRAmER CONSULTING ENGINEERS —STRUCTURAL/CIVIL 400 Columbia St. 360 693-1621 GEHLEN Suite 240 503 289-2661 Vancouver WA Fax 1 ASSOCIATES 98660-3117 360 696-1572 1 --f 1 61 ?`h(44'2T J UIJ' Al= I PROJECT Vi kj Rp CLIENT ed...7 DATE DESIGN IL- CO. qe/(SeD 1•JO/ 199'; 14 P/414. t2 9 PROJECT NO SHEET 4342 fr) d 0 g&vti.,$v ■z-260-c1G, 19 4.1 2 —T1t, z'sw I £C--27 WI 1 1 1 1 1 1 1 1 /Al 1 1i4 h 1 V im .4/01 7 E r e- )c 1• bV-RII +Jbr B 06 46 PROM KRAMER CERLEN AND ASSOC KR 'r MER La to N w r78x1O2 G► L p►i.Lole. iCV- w,/ sx fr 614, t) :t' r» Yu) Jere) 7-- )t.4 xs. _1 I.t)N..111 TING ENGINEERS' STRULTURAL CIVIL ID 3606 1572 •1 11 1 .4 4 1U .1 11 �N.I 7:72.)( 4 4 ..-T P&S.:1 Tlo� '.Wo ¢ov�/�, 4 y04f 3 0 -'7' 4. REt/IS &D 5mv /9 ypek L•.n )ES■Gni 17, PAGE 4 1+4 m ;11 4 1 1 �lii b1 I.hiIIN INS" M I X3 Av G 1 DL r' -O W J 'Z 24 OM L 5W-) t.1 "T•1 .cam L L- M L L f IEC- 27 -16 00 50 FROM KRAME 'EHLEN ARID ASSOC ID 360E 572 t. MER I C�tft_,ut rtnc t NGINEERS —STRt CTURAUtIVfL c„ WM MINI C, C l; `I t' .1 •I' 0., tto ‘Id PACS 6 q n �i o rE P1 �F" vim' eF w Y 7'' x %v 4 7Z.c. 1/R1t?I r1i C44 40!11 II I iI:r• CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Box 11501 Port Angeles Washington, 98362 Pb. (360) 417 -4735 Fax: (360) 417 -4711 Date: 'J Multi- Famlly or Commercial* Plan Review M Be Re wired, Please Complete Job Address: + v 1.7 _ k building Square Footage: Description of above 4►vner Info atiq� x Name: F Name; AM G Lb Mailing Address; Maili ddress: !1 ZZ. city: tJ City: fate: Zip: Phone: *.. License # 1 Exp. License / Exp, 91M Item UnR Charge ServieelFeeder 200 Amp. $ 132.00 Servk*Feeder 201 -400 Amp, $160.00 ServicelFeeder 401 -600 Amp $ 225,00 Service/Feeder 601-1000 Amp, $ 288.00 Servic afFeeder over 1000 Amp. $ 410.00 Branch Circuit Wi Service Feeder $ 5.00 Branch Circuit WIC+ Service Feeder $ 74.00 Each Additional Branch Circuit $ 5,00 Branch Circuits 14 $ 83,00 Temp. Senvicel Feeder 200 Amp. $ 102.00 Temp. ServioelFeeder 201400 Amp. $121.00 Temp, Servi wFeeder 401 -600 Amp. $164.00 Temp. ServicelFeeder 601 -1000 Amp • $165,00 Portal to Portal Hourly $ 9600 SignfOufine Lighting $ 88.00 Signal Circuit) Limited Energy - Multi -Family $ 84.00 Signal Circuit) Limited Energy I First 1500 sf- Commercial $ 96.00 Note: $5.40 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $ If 13,00 Themx*tat $ 56.00 Note: $5.00 for each additional T -Stal �r F 14AR 5 2014 Plan Review Information Sheet I'LICTRICAL WSPECTIONS o' Contrac or I Formation Name: F Mailing Address; p city: tJ Slate: Zip: Phone, - ax: License # 1 Exp. 91M To i He b Un Char $ $ $ $ $ $ S [� Total Owner as definer! by RCW,19.28.261: (1) Owner will occupy the structure fort" years after this electrical permit is finalized, (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration In compliance with the electrical laws, KEZ, RCW, Chapter 18,28, WAC. Chapter 29646B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Slgn re of owner, electrical contractor or electrical administrator: ❑ cash 0 check AI Credit Card 0 Dated: 01I0irM2 E - d 146E 6139 096 071A N I d Wdb5 = 0 i *1102 i1O Jaw ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number , , . , . 14- 00000256 Date 3/05/14 Application pin number 620672 INSPECTOR: Property Address . . , 140 DFT, GUZZI nR ASSES80R PARCEL NUMBER: 06-30-1.2-3-4- -9030 -0000- SERVICE AppliCation type description ELECTRICAL ONLY Subdivision Name ROUGH -IN Property Use Property Zoning , . . . . . . Application valuation , . . . 0 COMMENTS: Application desc 2 T -stats Like and ]rind owner Contractor TODD E MCCLASKEY JP TTE AIR FLO HEATING CO INC 656 OFFICERS ROJ9 221 W, CEDAR VANCOUVER WA 986613836 SEQUIM WA 98382 (360) 6B3 -3901 Permit . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee 61.00 Plan Check Fee 00 Issue Date . . . 3/05/14 valuation 0 Expiration Date 9/01/14 Qty Unit Charge Per Extension 1100 56.0000 ECH EL -LVT- THERMOSTAT 56.00 1.00 6.0000 ECH EL- LVT- ADDITIONL THERMOSTAT 5100 Fee summary Charged Paid Credited Due Permit Fee Total. 61.00 61.00 DO .00 Plan Chec]< Total .00 .00 .00 00 Grand Total 61.00 61.00 OQ .00 X REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN ? FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: 6:IEXCHANGEIEi7ILDING 2014-04-0106:36 CASCADE ELECTRIC 3603799043>> 360 417 4711 CITY OF PORT ANGELES PERMIT APPLICATION Building DivisionlFlectrical Inspections 321 East Fifth Street —P.O. Box 1150 t Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Dale: / _ Multi - Family or Commercial* T ELECTRICAL. INSPECTIONS �F P 111 ``1��1 yr /�fr O IL r' * Plan Review Play R ired Pl9ase Complete E trical Plan Review information Sheet Job Address: _ �. �� 'e d Building Square Footage; Description of above Owner In mation io Name; i L MelliJA,�, City: State: G✓X zip: Phon Fax; License # 1 Exp, Contra Informatipri G / Name: C c�� Ma Ill ng d res$: ! X CO: d u /c State' dip; Phone; Fax: D License i Exp, r G Item Unit Charge qty Total Qty Multiplied by Unit Charnel Service)Feeder 200 Amp. $132,00 ServlcelFeeder 201 400 Amp. $160,D0 $ ServicelFeeder 401.600 Amp $ 225,00 _. $ Servlce)Feeder 601 -1000 Amp. $ 288.00 $ Servlce /Feeder over 1000 Amp. $ 410.00 $ Branch Circuit Wl Service Feeder $ 5,00 $ Branch Circuit VVIO Service Feeder $ 74,00 $ Each Additional Branch Circuit $ 5,00 $ Branch Circuits 1-4 $ Temp, Service! Feeder 200 Amp, $102,00 $ Temp. ServicelFeeder 2014DO Amp. $121.00 $ Temp. S6rvicelFeeder 401 -600 Amp. $164.0D _..,._ $� Temp, Servic0eeder 641 -IDW Amp, $185.00 $ Portal to Portal Hourly $ 96.00 $,M_ Sign /Gutline Lighting $136,00 $ Signal CircuiV Llmiled Energy - Multi - Family $ ti4,00 $ Signal Circuit! Llmiled Energy I First 1$00 sf - Commercial $ 98.00 $ Note: $5,00 for each additional 4500 sf Renewable Electrical Energy - 5KVA System or Less $ 11100 _._ ..... ._w. Thermostat $ 56,00 $ Note: $5.00 For each additional T -Staff $ 6�'� G Total OMntef as defined by RCW_19.28.261; (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor If above said property is for sale, rent or lease, permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I ant making the electrical Installation or alteration in compliance with the electrical laws, N,E.C,, RCW. Chapter 19,28, WAC, Chapter 296.46B, The City of port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Slgnatu f =DAI#d: act Cal administrator: El cosh ❑ Check I�"cr�ltt card a �' _ olroumla ��`� 14 5 0 FVOFiT4,VQ. ELECTRICAL INSPECTION WIRING REPORT 417-4735 DATE, [PERMIT 4 INSPECTO 1 G�A -R �5 CONTRACTOR ADDRESS ) qc) APPROVED NOT APPROVED .................... DITCH .................. El ................ ROUGH IN/COVER .......... ................. ... SERVICE. . ................. 11 . ............ ... FINAL .... ............... 11 CORRECTIONS NEEDED: lei e,;rrAQ- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE --® -ti ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number . . . . . 14- 00060399 Pate 4/01/14 Application pin number . . 284100 Property Address . , . , 140 DEL GUZZI DR ASSESSOR PARCEL NUMBER: 06-30-12-3-4- 9030 -0000- Application type description ELECTRICAL ONLY Subdivision Name , , . , , Property Use Property Zoning , , , , , . . Application valuation , , . . 0 Application desc Heater pack replace Owner Contractor RESULTS: TODD E MCCLASKEY aR TTE CASCADE ELECTRIC & VAC INC 656 OFFICERS ROW PO BOX 369 VANCOUVER WA 986613836 PORT HADLOCK WA 98339 ,� ? (360) 379 -5347 Permit , . . . , . ELECTRICAL ALTER COMMERCIAL Additional ileac. 1 -4 CIRCUITS COMMENTS: Permit Fee 86,00 Plan Check Fee .00 Issue Date . . . 4/01/14 Valuation 0 Expiration Date 9/28/14 Qty Unit Charge Per Extension BASE FEE 86.00 Fee Summary Charged Paid Credited Due Permit Fee Total 86,00 86,00 .00 .00 Plan Check Total 00 .00 Q6 .00 Grand Total 86,00 86.00 QQ .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN ,� ? FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contra_ ctor X Date: G:IEXCHANGRBUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 36.0417-4735 Application Number . . . . . 17-00000401 Date 3/30/17 Application pin number . . . 918341 Property Address . . . . . . 140 DEL GUZZI DR REPORT STATE SALES TAX ASSESSOR PARCEL NUMBERr 06-30-12-3-4-9030-0000- On our excise tax form Application type description ELECTRICAL ONLY y Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . Application valuation . . . . 0 --------------------- ------------------------------------------------------- Application desc Check in remodel ---------=------------------------------------------------------------------ Owner Contractor ------------------------ --------------------•--- TODD E MCCLASKEY JR TTE OLYMPIC ELECTRIC CO INC 656 OFFICERS ROW 4230 TUMWATER VANCOUVER WA 986613836 PORT ANGELES WA 98363 (360) 457-5303 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . Permit Fee 74.00 Plan Check Fee .00 Issue Date . . . . 3/30/17 Valuation . . . . 0 Expiration Date . . 9/26/17 Qty Unit Charge Per Extension 1.00 74.0000 BCH EL -COMM BRANCH CIR WO/ SIF 74.00 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 74.00 74.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 74.00 74.00 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL 131 j C0NffVfENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: Mar 29 2017 01:39PM HP Fax page 1 NEC; Ei4Eu CITY OF PORT ANGELES PERMIT APPLICATION' Building Division/Electrical Inspections 321 East Fath Street — P.O. Boz 1150 / Port Angeles Washington, 98362 Ph: (360) 4174735 Fax: (360) 417-4711 Date: ✓� II multi -family or Commercial` * Plan Review QRegta�red, PleasgComplete Electrical Plan Review lnfortnation Sheet Job Address: (l�CLT�/" Building Square Footage: Description of above Owner Ini'gripatlion Contractor Information Name: / � NaOLYMPIC ELECTRIC m: Mei' re : 145z"47 MaiMg Address: —O TUMWATER Crty State: p: City: PORTAN43ELES State: WA 7jp: 98363 Phone Fax: Mhane:36o-457-SM3 Fax:380AW-ogee License i Exp. License # / Exp. oLY14"e msoi 12M Unit Chaige Total (Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 $ ServicelFeeder 201400 Amp. $160.00 $ Servicefeeder 401-600 Amp $ 225.00 $ Service/Feeder 601-1000 Amp. $ 288.00 $ Service/Feeder over 1000 Amp. $ 410.00 $ Branch Circuit W/ Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 Z $ Each Aaditional Branch Circuit $ 5,00 $ Branch Circuits 1-4 $ 86.00 $ Temp. Service/ Feeder 200 Amp. $102.00 $ Temp. Serv!*Feeder 201-400 Amp. $121,00 $ Temp. Servioe/Feeder 401-600 Amp. $164.00 $ Temp. Service/Feeder 601-1000 Amp . $185.00 $ Portal to Poul Hourly $ 96.00 $ Sign/Oudine Lighting $ 88.00 $ Signal Circuit/ Limited Energy — Multi -Family $ 64.00 $ Signal Circuit! Limited Energy / First 1500 sf — Commercial $ 96.00 $ Note: $5.00 for each additional 15W sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: 55.00 fcr each additional T-Stat $ 7*"-- Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.EC., RCW. Chapter 19.26, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ cash ❑ Cheak ` `� IN Credircarde Wired:;' = i r 011012012