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HomeMy WebLinkAbout2311 W 18th St - Maloney Heights - Building ELECTRICAL PERMIT t CITY OF PORT ANGELES 'CD 360- 417 -4735 -J Application Number 11- 00001074 Date 9/29/11 Application pin number 399406 Property Address 2311 W 18TH ST REPORT STATE SALES TAX ASSESSOR PARCEL NUMBER: 06- 30- 99 -1 -1 -0225 -0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning RESIDENTIAL MEDIUM DENSTY Application valuation 0 Application desc Demand control circuit Owner Contractor HABITAT FOR HUMANITY CL COUNTY POWER TRIP ENERGY CORP. PO BOX 1479 2343 THOMAS ST v PORT ANGELES WA 98362 PORT TOWNSEND WA 98368 t (360) 681 -6780 (360) 643 -3080 J Permit ELECTRICAL ALTER COMMERCIAL Additional desc C---+ Permit pin number 193474 Permit Fee 73.50 Plan Check Fee .00 Issue Date 9/29/11 Valuation 0 i Expiration Date 3/27/12 cil Qty Unit Charge Per Extension 1.00 73.5000 ECH EL- BRANCH CIRCUIT WO /FEEDER 73.50 Fee summary Charged Paid Credited Due Permit Fee Total 73.50 73.50 .00 .00 c- Plan Check Total .00 .00 .00 .00 CO and Total 73.50 73.50 .00 .00 l f INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN g j Z A? FINAL 12 COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: 9 Sep 28 11 11:44a Andy Cochrane 360 539 -1857 p.1 Q eattr, CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections SJ 2 (1 2011 1 q 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 ELECTRICAL -I Ph: (360) 417 -4735 Fax: (360) 417 -4711 I INSPECTIONS Date: IM 1 1 2 Single Family Dwelling Multi Family or Commercial* XCommercial Addition Alteration Remodel Repair* Plan Review Mr Required ease Co m ,Mete Electrical Plan Revie I fo n eet Job Address: mi l f kJ St JZ,yf i(F.S Budding Square Footage: Description of above Owner Information Contracgr Information 9 Nam r t Fc 1' Name: En ev C`.e,v-�14'r�`�`''!1' Maili Addres 4 act/ MAgdress: YSS De. arf� I 1 City: /4- ft' State: r Zip: ___Q2) 2 City: rr T ?.Ar..s-� Stat Ahl Zip: ?hone: l e C i 4 7cr ax: Phone: ;tr;..C; 13- 3:,�o Fax: 3 .0 p �5 5 License Exp. License N E xp. r fZTE4b''TN 1 /5 G% Item Charge Q�(t Total (Qty Multiplied by Unit Charge) Service./ Feeder 200 Amp. 119.90 Se rvice/Feeder 201 -400 Amp. 145.50 Service/Feeder 401 -600 Amp 204.60 Service /Feeder 601 -1000 Amp 262.20 Service /Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 2.60 Branch Circuit W/0 Service Feeder 73.50 _L._ 73 SO Each Additional Branch Circuit 2.60 Temp. Service/ Feeder 200 Amp. 92.70 Temp. Service/Feeder 201 -400 Amp. 110.30 Temp. Service /Feeder 401.600 Amp. 148.70 Temp. Service/Feeder 601 -1000 Amp 167.90 Portal to Portal Hourly 95.90 Sign /Outline Lighting 86 Signal Circuit/ Limited Energy First 1500 sf Commercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy -1 2 Family Dwelling 63.90 Signal Circuit/ Limited Energy Multi Family Dwelling 63.90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. 110.30 Each Additional 500 Square Ft. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub 110.30 73 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 safe, rent or lease. Permit expires after six months of lass 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 Taws, 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. Signature of owner, electrical contractor or electrical administrator: cash Check 4..v.7Z--- .I CreditCard# (,u i1! X Dated: 9 -2,s-- f o110112010 r■W; u - ELECTRICAL PERMIT N CITY OF PORT ANGELES d 360- 417 -4735 Application Number 12- 00000798 Date 6/21/12 CO Application pin number 296986 Property Address 2311 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-99-1-1-0225-0000- on your excise tax form Application type description ELECTRICAL ONLY Y Subdivision Name to the City of Port Angeles Property Use (Lbcafion Code 0502) Property Zoning RESIDENTIAL MEDIUM DENSTY Application valuation 0 Application desc Metering cabinet to replace individual meters Owner Contractor HABITAT FOR HUMANITY CL COUNTY SIMPSON ELECTRIC PO BOX 1479 243036 W HWY 101 PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 681 -6780 (360) 457 -9270 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit Fee 410.00 Plan Check Fee .00 Issue Date 6/21/12 Valuation 0 Expiration Date 12/18/12 Qty Unit Charge Per Extension 1.00 410.0000 ECH EL -COM 1001 -UP SRV FEEDER 410.00 o Fee summary Charged Paid Credited Due Permit Fee Total 410.00 410.00 .00 .00 Il Plan Check Total .00 .00 .00 .00 �J Grand Total 410.00 410.00 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH 70,k2) SERVICE 1 b ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING 1 (it r0Rr. 1 t 1'; i r CITY OF PORT ANGELES PERMIT APPLICATION i I A 0 Building Division/Electrical Inspections }l r 321 East Fifths Street P.O. Box 1150 Port Angeles Washiin n, 9$362 0 Ph: (360) 417 -4735 Fax: (360) 417-4711 r aimvaliNIIIIW .--C) 'NNW IZik) Date: •2.- ELECTRICAL k Multi Family or Commercial' Commercial Addition Alteration Remodel I Repa PECTIONS Plan Review May Be., Required, Pietas f et Electxical Flan Revie nfo a "on eet Job Address: G �J I/ 1 Q,/ /977 Building Square Footage: r Description of above .......:-.04.4•4:00 Z e isi PIA tiZrJ 'r L1 i Owner Infgtmation I_ Contractor information Name: e•r r cc6u Name: .S'7 -Jr L /e..4i iC Mailing A �ny Clay: state I Zip: jam. Mailing re i:: D v hone Fax: City Stafe: Zip: .TCIfl Llcen Phone: t D Fax w A.JZ.�fl License I Exp. "mow,. I' gi Ar.h item Unit Charge �C Total (Qty Multip)ed by Unit Charge) Service/Feeder 200 Amp. 132.00 Service/Feeder 201-400 Amp. 160.00 Service/Feeder 401-600 Amp 225.00 --r-- Service/Feeder 601 -1000 Amp. 288.00 Service/Feeder over 1000 Amp. 410.00 4 I Q a Branch Circuits 1-4 86.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/0 Service Feeder 74.00 Each Additional Branch Circuit 5,00 Temp. Service/ Feeder 200 Amp. 102.00 Temp. Service/Feeder 201-400 Amp. 121.00 Temp. Service/Feeder 401 -600 Amp. 164.00 ti Temp. Service /Feeder 601 -1000 Amp 185.00 Portal to Portal Hourly 96.00 SIgn /Outline Lighting 88.00 Signal Circuit/ LimitedEnergy Multi- Family 64.00 Signal Circuit/ Limited Energy First 1500 sf Commercial 96.00 Note: $5.00 for each additional 1500 sf Renewable Electrical Energy 5KVA System or Less 113.00 Thermostat 56.00 4 f/0 •QCrotal 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 contra ictor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296 46E, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Slgnetu er, electrical contractor or ctrical administrator: 13 CAA Cryr:ck Credit Card 4 ____�i i x tom:_. 2 01101/2012 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation 10 00001362 635840 2311 W 18TH ST 06 30 99 1 1 0225 0000 MALONEY HEIGHTS APT COMM REMODEL RESIDENTIAL MEDIUM DENSTY 55779 Application desc INSTALL GRID -TIED PHOTO VOLTAIC (SOLAR PANELS) Owner Contractor HABITAT FOR HUMANITY CL COUNTY PO BOX 1479 PORT ANGELES WA 98362 (360) 681 6780 Structure Information Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date POWER TRIP ENERGY CORP 2343 THOMAS ST PORT TOWNSEND WA 98368 (360) 643 3080 000 000 GRID -TIED PHOTO VOLTAIC (SOLAR PANELS) TYPE V NON RATED RESIDENTIAL BUILDING PERMIT COMMERCIAL GRID -TIED SOLAR PANELS 177717 712 25 12/27/10 Valuation 6/25/11 Plan Check Fee Qty Unit Charge Per BASE FEE 6 00 7 0000 THOU BL 50 001 100K (7 00 PER K) Other Fees Permit Fee Total Plan Check Total Other Fee Total Grand Total Separate Permits are required forelectrical 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. f w 1.' f cr,ewal 1t4k1/ Date Print Name Signature of Uontractor or Authorized Agent Signature of Owner (if owner is builder) STATE SURCHARGE 4 50 Fee summary Charged Paid Credited T:Forms /Building Division /Building Permit 712 25 712 25 00 462 96 462 96 00 4 50 4 50 00 1179 71 1179 71 00 Date 12/27/10 Due 00 00 00 00 462 96 55779 Extension 670 25 42 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting 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 4831 Backflow Prevention Inspections 417 4886 Date 2-1-11 `S U, Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL Date Accepted by FINAL Date Accepted by `-c FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 �f 1 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 3-1 I ''LL Co T:Forms /Building Division /Building Permit PREPARED 3/17/11 8 05 32 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/17/11 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS APT CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643 3080 OWNER HABITAT FOR HUMANITY CL COUNTY PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00001362 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 2/01/11 JLL BLDG FRAMING TIME 01 00 2/01/11 AP January 31 2011 2 40 33 PM 1pangrle RICK 425 760 2118 FRAMING FOR SOLAR PANELS AFTERNOON February 1 2011 4 05 04 PM jlierly BL99 01 3/17 /�11 I� BLDG FINAL r March 16 2011 3 04 35 PM 1pangrle NICOLE 360 643 3080 BUILDING FINAL SOLAR PANELS COMMENTS AND NOTES PREPARED 2/01/11 8 45 39 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES tIERLY DATE 2/0 /11 ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS APT CONTRACTOR POWER TRIP ENERGY CORP OWNER HABITAT FOR HUMANITY CL COUNTY PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00001362 COMM REMODEL SUBDIV PHONE (360) 643 3080 PHONE (360) 681 6780 PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 2/01/11 Ciw', BLDG FRAMING TIME 01 00 January 31 2011 2 40 33 PM 1pangrle ISC RICK 425 760 2118 VW �I FRAMING FOR SOLAR PANELS i AFTERNOON COMMENTS AND NOTES Proiect Type Brief Des Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System 'IA-Other Floor Areas Basement 1St Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 PROJECT ADDRESS z 7 w -cam 5.-r, Parcel Number O6 -q9 111ti criotion. Existing (sg. ft.) posed (sa. ft.) q.k Max. height of proposed structures Z g t1 vz. ft. Will a lawn sprinkler system be installed? ti /ft Will a fire sprinkler system be installed? VX U.-r, ►a(, per sq ft. Occupancy group z Occupant load Z8 Construction type v -A For City Use Only Date Received 12 2-0-1D 2 Permit 1 "O t Date Approved Applicant s f t-C+✓t r Y 14e11srE, Property Owner .‘Ax-f4Y .woi.t.tt a t'> Y Property Owner's Address v_ g°' Ver p g Contractor P o w Ir. kV E f- V. c y Phone Contractor's Address z Ete "-1.# s-r Pa¢ YewNS wa q 34 R License Expires k 1 l Cr v- 1 i'conse. Pe w�t jE t t E -mail >FG�' �ew� tP 452_ e 36e t. Lg-Bo 18162- (ftot o Lot Zoning Ar-vvcc Residential Multi family Commercial Industrial T k �"F D rGGY Cp7-> S 15.`[ S Cr" `C Vc. 1 1.3 L' L A O N d� Jl- s e71_ QCqt-- w tarts-) stIer- R exit-) Y1 S (44 ea O F tsYt Er Sulam t--.1 6, `Y.res C. At=r3:. fr= t%i ?A'+ 'CO Ark-- G.tf•►'•teaotA f r a? a,, L11 ifirP o House garage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other TOTAL VALUATION 55 179 of Total footprint of structures °1 Ar sq ft. Lot size 1 31. s 7-0 sq ft. Lot coverage 1 Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces (see PAMC 17.94 135 for exemptions) Site coverage 19" I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine whatt permits are required, and to obtain permits prior to on project Date (.2 Print Name t�! ti4..1 I.J me(©rk Signature of bedrooms of full baths of half baths T:Forms /Building Division /Bldg Permit.doc ZS zS December 16 2010 Jim Lierly City of Port Angeles Building Department 321 East 5 St. Port Angeles, WA 98362 RE. Dear Mr Lierly Maloney Heights Solar Panel Permit 2311 W 18 St. BUILDING PERMIT APPLICATION This letter is in response to the City of Port Angeles requirements for a building permit application for the installation of solar panels on the Maloney Heights project. Per our phone conversation I am attaching a signed building permit application and (2) copies- of each of the following items. A stamped and signed letter from the structural engineer Coughlin Porter Lundeen stating that the attachment method is appropriate for wind exposure C and seismic design category D1 Stamped and signed truss drawings from MiTek accommodating for changes in loads to the roof trusses. An installation guide for the solar panels from the manufacturer A diagram depicting =the attachment points for the modules on the roof A photo depicting where the panels will be located. A copy of the solar panel contractor's license. If you have any questions please call or e-mail. Sincerely 1/1 Miriam Ginsberg Project Archi#ect Ron Wright and Associates Architects mginsberg @rwaa.com ECENEI DEC 2 0 2010 Page 2 of 2 Ron Wright Associates Architects, P5 2003 Western Avenue, Suite 610, Seattle, Washington 98121 phone 206.728.4248 fax 206.728.4272 www.rwaa.com Dept. 0 om Community ANGELES D Development ep MiTek® POWER TO PERFORM. Re: 10 -0947 Malony Hts Apts. MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 The truss drawmg(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West (Auburn WA) Pages or sheets covered by this seal. R32442393 thru R32442414 My license renewal date for the state of Washington is August 1 2012. Important Notice If visually graded lumber is used for the trusses covered by these designs, see 'SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mn.com) before use. MiTek does not warrant third -party lumber design values. November 17,2010 Tingey Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI/TPI 2002 Chapter 2. Job 10 -0947 5 -M MONO TRUSS 1 1 ProBuild West Auburn, Aubum,WA 98001 NOTE. THIS REPAIR MAY BE APPLIED TO JOB 10 -0947 TRUSS 5 -MA, 5 -MB, 5 -MC 5 -MD 5 -ME, 5 -MF 5 -MG 1 -MH5 5 -MH1 AND 5 -MH3. GENERAL REPAIR NOTES: REACTIONS (Ib /size) 2= 636/0 -5 -8 (min. 0 -1 -8), 5= 450 /Mechanical Max Horz2= 313(LC 7) Max Uplift2=- 288(LC 7), 5=- 235(LC 7) Max Grav2= 666(LC 2), 5= 561(LC 2) FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 3 811/133 BOT CHORD 2 -6 297/673, 5 -6 297/673 WEBS 3 -5 741/327 LOAD CASE(S) Standard Truss Truss Type Qty Ply Malony Hts Apts. 9 3 inn Reference (optional) 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:52 2010 Page 1 I D:IyC1 V28j71DzM IHxih3hwrylu_n -IyC1 V28j71DzM I Hxih3hwrcP3FN9TYMmSIZKTIyIu_n -2-0-0 6 -2 -2 12-0 -0 2 -0 -0 6 -2 -2 5-9 -14 6 -2 -2 6 -2 -2 10 -0-0 NOTES 1) Wind:.ASCE 7 -05, 100mph; TCDL= 6.Opsf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05, Pf =25.0 psf (flat roof snow); Category II; Exp C; Fully Exp. Ct =1 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =288, 5 =235. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1 9) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. A WARNING Wert& design parameters and READ ND77IS ON THIS AND INCLUDED MITER REFERENCE PAGE 911I -7473 rem. 10•'08 BEFORE USE Design slid for se only with Milek con ecto This design is based nly upon parameters shown, and is for an indi idual building component Applicability of design paramenter and proper ncorporation of component spo ibility of building de ign not truss designer Bracing shown IS for lateral support of individual web membe nly Additional temporary brac ng to nsure stability dur ng construction is the spo ibillity of the recto Additi al perma nt bracing of the overall structure 15 the responsibility of the building designer. For ge ral guidance regarding fabr catio quality ntrol, storage delivery rection and brac ng, o suit ANSI /1P11 Quality Crlten DSB -89 nd BCSI Building Component Safety Intormatto available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314. 12 -0 -0 5-9 -14 v. 1151b THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM'THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. 1 SPACED 6' 0 C. WITH PLYWOOD TO I ROWS THE MINIMUM AMOUNT OF NAILS SHOWN CIRCLED FACE PER CE OF EACH MEMBER. 15/32 EXP 1 32/16 SPAN RATED O.S.B MAYBE SUBSTITUTED FOR PLYWOOD Plate Offsets (X.Y): 12:0- 2- 7.0 -1 -81 R32442393 Scale LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1 15 TC 0.82 Vert(LL) -0.04 2 -6 >999 360 MT20 185/148 (Roof Snow =25.0) Lumber Increase 1 15 BC 0.37 Vert(TL) -0.08 2 -6 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.02 6 >999 240 Weight: 47 Ib FT 20% BCDL 5.0 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5 -8 -8 oc puffins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF Stud /Std BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. Mi MiTek November 17,2010 PI,VICIP TO P 7777 Gr nback La Suite 109 Cilr Heights CA, 95610 Job 10 -0947 1 -M MONO TRUSS ProBuild West Auburn, Auburn,WA 98001 Truss Truss Type Job Reference (ontionell 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:43 2010 Page 1 I D:3 D9 dcz 14 E_4 Fnw5Cg l Pa3xy l u_w -3 D9dcz 14 E_4Fnw5Cg I Pa3xkgjd H KsQwRN PtLfmy l u_w -2 -0-0 8-0-4 14 -9 -11 22-2 -10 -0-0 8 -0-4 6 -9 -6 7-4-15 6 -8 -0 8-0-4 10 -0-0 H 15 Ib Qty Ply Malony Hts Apts. 4 1 5 12 115 lb 15 Ib 10 9 8-04 11 14 -9 -11 5x0 6 -9-6 2.2 -2 -10 7-4-15 3x6 GENERAL REPAIR NOTES: THIS REPAIR IS FOR ADDING 115 lb TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. 1 ATTACH 1/2' CDX STR.1 PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10d NAILS (0.148' X 3.0 2 ROWS SPACED 6' 0 C. WITH THE MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF EACH MEMBER. 15/32 EXP 1 32/16 SPAN RATED O.S.B MAYBE SUBSTITUTED FOR PLYWOOD 2- ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0.148' X 3.0 2 ROWS SPACED 4' 0 C. Plate Offsets (x yr f2-0 -3 -0 n -1 -R1 r4-0 -4 -0 n -3 -nl f9-0 -3 -0 n -3 -01 LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5 4 LUMBER TOP CHORD 2 X 4 HF No.2 *Except` 1-4 2X4HF1650F1.5E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std LOAD CASE(S) Standard SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP Plates Increase 1 15 TC 0.98 Vert(LL) -0.10 8 -9 >999 360 MT20 185/148 Lumber Increase 1 15 BC 0.41 Vert(TL) -0.18 8 -9 >999 240 Rep Stress Incr NO WB 0.80 Horz(TL) 0.06 8 n/a n/a Code IBC2006/TPI2002 (Matrix -M) Wind(LL) 0.07 10 -13 >999 240 Weight: 97 Ib FT 20% REACTIONS (Ib /size) 2= 1042/0 -5 -8 (min. 0- 1 -13), 8= 875 /Mechanical Max Horz2= 535(LC 7) Max Uplift2=- 399(LC 7), 8=- 462(LC 7) Max Grav2= 1091(LC 2), 8= 1132(LC 2) FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 1658/374 3-4 1014/181 5 -8 364/151 BOT CHORD 2- 10=- 710/1436, 9- 10=- 710/1436, 8 -9 379/846 WEBS 4- 9=- 116/419, 3- 9=- 681/366, 4 -8 1099/496 NOTES 1) Wind: ASCE 7 -05, 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (fiat roof snow); Category 11; Exp C; Fully Exp. Ct =1 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 11 =399, 8 =462. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. R32442401 Scale BRACING TOP CHORD Structural wood sheathing directly applied or 3 -9 -12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6 -8 -4 oc bracing. WEBS 1 Row at midpt 5 -8, 4 -8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. A WARNING Verijj7 design..- en, and READ NOTES ON TIM AND INCLUDED MITER REFERENCE PAGE MU -7473 reo, 10 -'09 =PORE USE Design valid for my with MiTek con ctor Thi design ba ed only upo paramefe shown nd fo an ndi idual building compon nt. Applicability of design paramenters nd proper ncorporation of component spon ability of building design of tru designer Bracing shown is for lateral upport of ndi dual web membe my Additional temporary bracing to insure stability during construction is the responslbillity of the erector Additional permanent bracing of the overall structu the respo ibility of the building de ign Fo ge al guida ce egarding fabrication quality control, storage, delivery, erection and br in g, consult ANSI/TPI1 Quality Criteria, DSB -89 nd BCSI Building Component Safety Information available from Truss Plate Institute, 281 N. Lee Sir et, Suite 312, Alexandria, VA 22314. MiTek' November 17,2010 7777 Gr nback Lane Suite 109 Citr Heights CA, 95610 Job 10 -0947 1 -MA MONO TRUSS ProBuild West Auburn, Auburn,WA 98001 Plate Offsets (X.Y): Continued on page 2 LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std Truss Truss Type -2 -0-0 2 -0 -0 s REACTIONS (Ib /size) 2= 569/0 -5 -8 (min. 0 -1 -8), 6= 285 /Mechanical Max Horz2= 250(LC 7) Max Uplift2=- 268(LC 7), 6=- 148(LC 7) Max Grav2= 597(LC 2), 6= 353(LC 2) 5 -8 -0 6 -8 -0 Job Reference footionall 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:44 2010 Page 1 ID:XPj ?pJ 1 i ?IC6O4gOE ?wpb9ylu_v- XPj ?pJ 1 i? IC6O4gOE ?wpb9H000bjb3eac3duBDyl u_v 8 -0-4 8 -11 -0 p 8 -0-4 0 -10 -12 11 8 -6 -0 Qty Ply Malony Hts Apts. 7 1 H 15 lb 15 Ib 115lb SPACING 2 -0 -0 Plates Increase 1 15 Lumber Increase 1 15 Rep Stress Incr NO Code IBC2006/TP12002 2 -0 -0 s 1 -0 -0 115 Ib FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2- 10=- 1588/511 3- 6=- 307/162 BOT CHORD 2 -6 803/1951 5 00 12 6 s 5x6 2x4 11 R -11 -0 8 -11 -0 GENERAL REPAIR NOTES. THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 8 -6 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. A 1 SPACED 6' 0 C. WITH THE MINIMUM AMOUNT OF AI S 8 OWN CIRCLED PER FACE OF EACH MEMBER. ROWS BER. 15/32 EXP 1 32/16 SPAN RATED O.S.B MAYBE SUBSTITUTED FOR PLYWOOD 2 INSERT 1/2' FILLER UNDER SCABS AS NEEDED AT LOCATIONS WHERE SCABS AND PLYWOOD OVERLAP USE SCAB NAILS TO ATTACH PLYWOOD DO NOT DOUBLE NAIL. 3- ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS AS SHOWN WITH 16d NAILS (0 162' X 3.5 2 ROWS SPACED 6' 0 C 12:0 -3- 12.0 -3 -41 CSI TC 0.92 BC 0.53 WB 0.00 (Matrix -M) DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) BRACING TOP CHORD in -0.15 -0.30 0.01 0.09 (loc) 6 -9 6 -9 2 6 -9 I /defl >709 >349 n/a >999 NOTES 1) Wind: ASCE 7 -05, 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05, Pf =25.0 psf (flat roof snow); Category 11; Exp C; Fully Exp. Ct =1 1 L/d 360 240 n/a 240 A WARNING Vert ill design parameters mad READ NOTES ONT AM AND INCLUDED MITER REFERENCE PAGE M1I -7473 rep. 10.'08 BEFORE USE Design valid for use only with MiTek connectors. This de ign 0 based only upon parameters shown, and is for an indi dual building component. Appli ability of design paramenters and prope corporati of compon nt spo ibility of building de ign not tr designer Brac ng shown for lateral upport of ndi 'dual web member only Additi nal temporary brac ng to stability du ng constr cti the span ibillity of the er ctor Additional permanent bracing of the overall structu is the sponsibility of the building design Fo ge al guidance regarding fabrication quality control, storage, deli erection and brocmg, o -ult ANSI /TPI1 Quality Criteria DSB -89 and BCSI Building Compo nt Safety Informatics vailable from Tr Plate Institute 281 N. Le Street, Suite 312, Alexandria, VA 22314. 2x II PLATES GRIP MT20 185/148 Weight: 28 Ib FT 20% Mt MiTek POSVCR PCIRFORM 7777 Gr nback Lan Suite 109 Citr Heights CA, 95610 R32442402 sce 29.4 Structural wood sheathing directly applied or 5 -0 -3 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide November 17,2010 Job 10 -0947 ProBuild West Auburn, Auburn,WA 98001 Truss Truss Type Qty Ply Malony Hts Apts. 1 -MA MONO TRUSS 7 1 NOTES 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt =Ib) 7 =268, 6 =148. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING Verify design p ors and READ EWES ONTTIISAND INCLUDED AWES REFERENCE PAGE MU -7473 rev. 10 -`08 BEFORE USE. Design valid fo only with MiTek connectors. This design is based only upon pa ameters shown and 5 for an ndividual building compon nt. Applicability of de ign parameniers and proper rpo ati of omponent sponsibility of building designer not tr design Br ng shown is for lateral support of ndi dual web membe only Additional temporary bracing to insure stability du ng co struction is the responsibillity of the erector Additional perman nt bracing of the overall structure is the responsibility of the building de ign Fo general guidance regarding fabricatio quality ntrol, storage, delivery, erection and brac ng, consult ANSI /TPI1 Quality Criteria DSB -89 and SCSI Building Compon nt Safety Informatlo an ilable from Truss Plate Institute 281 N. Le Str et, Suite 312, Alexandra, VA 22314. R32442402 Job Reference (ontionall 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:44 2010 Page 2 I D:XPj ?pJ 1 i ?IC6O4gOE ?wpb9ylu_v- XPj ?pJ 1 i? IC6O4gOE ?wpb9H000bjb3eac3du BDylu_v Mil MiTek' POWER P 7777 Gr nback La Suite 109 Citr Heights CA, 95610 Job 10 -0947 1 -MH2 MONO CAL HIP 1 1 ProBuild West Auburn, Auburn,WA 98001 -2 -0-0 2 -0 -0 LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 NOTE. THIS REPAIR MAY BE APPLIED TO JOB 10 -0947 TRUSS 1 -MH3, 1 -MH4 AND 1 -MH6 LOAD CASE(S) Standard Truss Truss Type Qty Ply Malony Hts Apts. s -5 -s 5 -5 -6 115 Ib 7 -3 -10 15 Ib Plate Offsets (X.YI: [2:0- 2- 5.Edael. [4:0- 3 -4.0 -1 -121. [10:0- 3- 0.0 -3 -01 REACTIONS (Ib /size) 9= 879 /Mechanical, 2= 1036/0 -5 -8 (min. 0 -2 -4) Max Horz2= 280(LC 7) Max Uplift9=- 346(LC 8), 2=- 435(LC 7) Max Grav9= 1195(LC 12), 2= 1377(LC 13) 15 Ib Job Reference footionall 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:45 2010 Page 1 I D:? bHO0f2KmcKzODEaojR28Mylu_ u-? bHO0f2KmcKzODEaojR28MpDgQyCKQbkrjMSjfylu _u 10 -2 -14 10 -11 -11 17 -5 -9 22 -2 -10 1 4 -9 -9 0 -6 -13 6-5 -14 4 -9 -1 B 115 Ib 1A-A-15 7 -3-5 GENERAL REPAIR NOTES NO REPAIR IS REQUIRED FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP Plates Increase 1 15 TC 0.82 Vert(LL) -0.09 10 -11 >999 360 MT20 185/148 Lumber Increase 1 15 BC 0.45 Vert(TL) -0.16 10 -11 >999 240 Rep Stress Incr NO WB 0.40 ,Horz(TL) 0.05 9 n/a n/a Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.07 10 -11 >999 240 Weight: 92 Ib FT 20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 3 -7 12 oc purlins, except 4 -7 2 X 4 DF 2400F 2.0E end verticals, and 2 -0 -0 oc pudins (6 -0 -0 max.): 4 -7 BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 7 -2 -2 oc bracing. WEBS 2 X 4 HF Stud /Std WEBS 1 Row at midpt 5 -9 JOINTS 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 -12 2074/492, 3 -12 1861/514 3 -4 1670/470, 4 -13 1149/340, 5 -13 1150/340 BOT CHORD 2 -11 618/1789, 10- 11=- 410/1221 9 -10 323/1048 WEBS 3 -11 545/221 4 -11 139/580, 4 -10 364/154 5 -10 78/409, 5 -9 1425/447 NOTES 1) Wind: ASCE 7 -05, 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C, enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category 11; Exp C; Fully Exp. Ct =1 1 Lu= 50 -0 -0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (It =1b) 9 =346, 2 =435. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 10d nails. A WARNING Verify design.._ _.era and READ NOTES ON INIS AND INCLUDED MITRE REFERENCE PAGE 1411.7473 rev. 10 -'08 BEFORE USE. De ign alid for only with MiTek connector Thi de ign based nly upon parameters showr and for ndividual building compon nt. Applicability of design paramenters and proper Incorporation of ompo nt is responsibility of building designer not tr designer Bracing shown for lateral upport of ndividual web membe nly Additi al temporary bracing to nsure stability du ng construction the respon ibillity of the erector Additional perma nt brac ng of the overall structure 0 the respo ibility of the building design For general guidance egarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /DP11 Quality Criteria, DSB -89 and BCSI Building Component Safety Informatio an ilable from Truss Plate Institute 281 N. Le Str et, Suite 312, Alexandr VA 22314. 97 -9 -10 7 -7 -11 MiTek R32442403 POOL. TO PORT 7777 Gr Maack La Suite 109 Citr Heights, CA, 95610 Scale November 17,2010 Job ProBuild West Aubum, Aubum,WA 98001 10 -0947 1 -MH7 MONO CAL HIP O i�i�i�i�i�i! Truss Truss Type Qty Ply Malony Hts Apts. LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std 2-M 5x6 7 -2 -3 7 -2 -3 7 -2 -3 GENERAL REPAIR NOTES. THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. 1 ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0 148' X 3.0 2 ROWS SPACED 6' 0 C Plate Offsets (X.Y): f2:0- 2- 5.Edael. [3:0- 3- 0.Edael. [5:0- 5- 0.0 -1 -51. f10:0- 3- 0.Edael SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP Plates Increase 1 15 TC 0.98 Vert(LL) -0.15 9 -10 >999 360 MT20 185/148 Lumber Increase 1 15 BC 0.61 Vert(TL) -0.29 9 -10 >920 240 Rep Stress Incr NO WB 0.94 Horz(TL) 0.08 9 n/a n/a Code IBC2006/TPI2002 (Matrix -M) Wind(LL) 0.08 10 -11 >999 240 Weight: 105 Ib FT 20% REACTIONS (Ib /size) 9= 878 /Mechanical, 2= 1039/0 -5 -8 (min. 0 -2 -3) Max Horz2= 496(LC 7) Max Uplift9=- 421(LC 7), 2=- 413(LC 7) Max Grav9= 1219(LC 13), 2= 1326(LC 13) 2.4 11 FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 15 2330/423, 3 -15 2148/438, 3- 4=- 1501/253, 4- 5=- 260/40 BOT CHORD 2 -11 742/2069 10 -11 742/2069 9 -10 433/1260 WEBS 3 -10 889/341 4- 10=- 94/463, 4- 9=- 1427/484, 5 -9 464/207 666 13 -6 -9 6-6-6 Job Reference (optional) 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:50 2010 Page 1 ID: MZ4H4N6Tb8zF6? 7YbG1DrQylu_ p- MZ4H4N6Tb8zF6 ?7YbG1DrQX1ORdz ?ZST 22 -2 -10 20- 666 W14' 1 -2 -15 0-3 6x6 22 2 10 8 -6 -1 NOTES 1) Wind: ASCE 7 -05, 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C• enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category 11; Exp C, Fully Exp. Ct =1 1 Lu= 50 -0 -0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =Ib) 9 =421 12 =413. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 10d nails. LOAD CASE(S) Standard A WARNING Verif f/ design parameters and READ NOTES ON THIS AND INCLUDED m7EKRMSRBNCB PAGE t177I.7473 rev. 70 -'O8 BEFORE USB. Design alid for se only with MiTek con ectors. Thi design based only upon parameters shown and is for an indi dual building compon nt. Applicability of design paramenlers and proper corporation of component spon ibility of building design not truss de igner Bracing shown for lateral support of ndivldual web membe only Additional temporary br ng to nsure stability du ng construction is the sponsibillity of the erector Additi not permanent bracing of the overall structure the responsibility of the building designer For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB -89 nd BCSI Building Component Safety Informafo available from Truss Plate Institute 281 N. Lee Street- Suite 312, Alexandria, VA 22314. 4x8 11 1111 MiTek' POWER na P 7777 Gr nback Lane, Suite 109 Citrus Heights CA, 95610 R32442408 Scale 3/ BRACING TOP CHORD Structural wood sheathing directly applied or 2 -4 -4 oc purlins, except end verticals, and 2 -0 -0 oc purlins (6 -0 -0 max.): 5 -7 BOT CHORD Rigid ceiling directly applied or 6 -6 -14 oc bracing. WEBS 1 Row at midpt 6 -9, 4 -9, 5 -9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. November 17,2010 Job 000001 Continued on page 2 Truss 10 -0947 1 -MHGR ProBuild West Auburn, Auburn,WA 98001 -2 -0-0 4 -5-6 2 -0 -0 4 -5-6 6 n 19 6 -0 -12 LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 HF No.2 *Except* 4 -7 2 X 6 HF No.2 BOT CHORD 2 X 6 DF 2400F 2.0E WEBS 2 X 4 HF Stud /Std *Except* 5-9: 2 X 4 HF No.2 Truss Type MONO CAL HIP 8 -2 -14 3 -9 -9 15 Ib 15 Ib 115 Ib 9 -5-0 1 ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0 148' X 3.0 2 ROWS SPACED 6' O.0 1 ATTACH A 2x6 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0.148' X 3.0 2 ROWS SPACED 6' O.0 Plate Offsets (X.Y): 12:0- 5- 6.Edael. 14:0- 4 -0.0 -2 -121. f5:0- 3- 8.0 -2 -01. [9:0- 3- 8.0 -3 -01. f10:0- 5- 0.Edae1 SPACING 2 -0 -0 Plates Increase 1 15 Lumber Increase 1 15 Rep Stress Incr NO Code IBC2006/TP12002 CSI TC 0.92 BC 0.74 WB 0.98 (Matrix) BRACING TOP CHORD BOT CHORD WEBS JOINTS REACTIONS (Ib /size) 9= 2379 /Mechanical, 2= 2293/0 -5 -8 (min. 0 -4 -3) Max Horz2= 234(LC 7) Max Uplift9=- 980(LC 8), 2=- 948(LC 7) Max Grav9= 2768(LC 12), 2= 2530(LC 13) FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 -12 5262/1926, 3- 12=- 5186/1941 3- 4=- 5184/1937 4 -13 4193/1505, 5-13 4193/1505, 6 -9 339/115 BOT CHORD 2 11=- 1857/4768, 11 14 1482/3941 10- 14=- 1482/3941 9 -10 1505/4193 WEBS 3 -11 335/139, 4 -11 676/1888, 4 -10 234/276, 5 -10 483/1401 5 -9 4616/1658 Qty Ply Malony Hts Apts. Job Reference (optional) 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:51 2010 Page 1 I D.glefHj75MS56k8i k8zYSOdyI u_o- glefHj75M S56k8 ik8zYSOd3Cfrx8k? 5cDe pm xJyl u_o 8 -11 -11 15 -5-12 22 -2 -10 5-8 -13 6.6 -1 6-8.14 DEFL in (loc) Vert(LL) 0.3510 -11 Vert(TL) -0.66 10 -11 I-lorz(TL) 0.08 9 Wind(LL) 0.3310 -11 I /defl >748 >394 n/a >790 GENERAL REPAIR NOTES THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN NOTES 1) Wind: ASCE 7 -05, 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category II; Exp C; Fully Exp. Ct =1 1 Lu= 50 -0 -0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ud 360 240 n/a 240 A WARNING Yeri,/b design parameters and READ NOTES ON THIS AND INCLUDED MITEKRBPERENCB PAGE MII -7473 rev. 20 -'08 BEFORE USB. De Ign valid to se only with MiTek necto This design based only upo paramete shown and for an ndividual building omponent. Applicability of design paramenters and prope ncorporation of compo nt 0 responsibility of building designer not truss design Bracing shown is for late al upport of'ndi idual web membe only Additional temporary bracing to nsure stability during construction is the responsibillity of the erector Additional permanent bracing of the overall sir cture is the respo ibility of the building de ign Fo ge al guidance regarding fabrcation quality ntrol, storage, delivery, erecti and brat ng, consult ANSI /TPI1 Quality Criteria DSB -89 nd BCSI Building Component Safety Information av ilable from Tr Plate Institute, 281 N. Le SIr et. Suite 312, Alexandr VA 22314. 6 -8 -14 PLATES GRIP MT20 185/148 R32442409 0-8 Weight: 117 Ib FT 20% Scale Structural wood sheathing directly applied or 1 -7 1 oc purlins, except end verticals, and 2 -0 -0 oc purlins (2 -4 -0 max.): 4 -7 Rigid ceiling directly applied or 7 -6 -14 oc bracing. 2 Rows at 1/3 pts 5 -9 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. MiTek November 17,2010 POWCR 7777 Gr nback La Suite 109 Citrus Heights CA, 95610 Job ProBuild West Auburn, Auburn,WA 98001 Truss Truss Type Qty Ply Malony Hts Apts. 10 -0947 1 -MHGR MONO CAL HIP 1 1 NOTES 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 9 =980, 2 =948. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) Girder carries tie -in span(s): 9 -0 -0 from 7 -0 -0 to 21 -10 -0 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 790 Ib down and 330 Ib up at 6 -0 -12 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Snow Lumber Increase =1 15, Plate Increase =1 15 Uniform Loads (plf) Vert: 1- 4 -70, 4- 6 -70, 6- 7 -70, 2 14 -10, 9- 14=- 141(F= -131), 8 -9 -10 Concentrated Loads (Ib) Vert: 11=- 790(F) A WARNING Veri/1i design r and READ MOMS ON THIS AND INCLUDED IRTEKREFERENCE PAGE 1411 -7473 rev. 7O•'08 BEFORE USE. De ign slid for se only with MiTek connector Thi de ign 5 based only upon parameter shown and 15 fo an ndi idual building component. Appli ability of design paramenters and prope corporaf of component is spo ibility of building designe of tr design Bracing shown is for lateral support of indi idual web members only Additional temporary bracing to nsure stability during construction is the responsibillity of the erector Additional perman nt brac ng of the overall structure 5 the responsibility of the building design For general guidance regarding fabr catio quality control, storage delivery ecti and brac ng, consult ANSI /TPI1 Quality Criteria DSB -89 nd BCSI Building Component Safety Information available from Truss Plate Institute 281 N. Lee Street, Suite 312, Alexandria, VA 22314. R32442409 Job Reference footionall 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:18:51 2010 Page 2 I D:glefHj75MS56k8ik8zYSOdyl u_ o- glefHj75MS56k8ik8zYSOd3Cfrx8k ?5cDepmxJylu_o Mi MiTek' POWER TO r 7777 Gr nback Lan Suite 109 Citr Heights CA, 95610 Job 10 -0947 9 -MH1 MONO CAL HIP 1 1 ProBuild West Auburn, Auburn,WA 98001 LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 6 HF No.2 WEBS 2 X 4 HF Stud /Std Continued on page 2 Truss Truss Type Qty Ply Malony Hts Apts. -2 -0-0 2 -0 -0 NOTE. THIS REPAIR MAY BE APPLIED TO JOB 10 -0947 TRUSS 9 -MH2. a -11 -0 6 -11 -0 1 ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0.148' X 3.0 2 ROWS SPACED 6' 0 C REACTIONS (Ib /size) 7= 731 /Mechanical, 2= 703/0 -5 -8 (min. 0 -1 -9) Max Horz2= 174(LC 7) Max Uplift7=- 347(LC 8), 2=- 354(LC 7) Max Grav7= 802(LC 12), 2= 962(LC 13) FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2- 8=- 845/371 3 -8 656/379 4- 7=- 294/133 BOT CHORD 2 10 381/661 10- 11=- 381/661 7 11 381/661 WEBS 3- 7=- 806/464 Job Reference (optional) 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:19:00 2010 Page 1 ID:3Uh3AoEIEDDrJXuTAMCZFXyI u_ f- 3Uh3AoEIEDDrJXuTAMCZFXxmIT54LE5xHYVIIHyIu _f 5-2 -14 5 -11 -11 8 -11 -0 5-2 -14 0 &13 2 -11 -5 15 Ib NOTES 1) Wind: ASCE 7 -05; 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C• enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05, Pf =25.0 psf (flat roof snow); Category II; Exp C, Fully Exp. Ct =1 1 Lu= 50 -0 -0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 15 Ib WARNING Verify design parameters and READ NDTTIS ON THIS AND INCLUDED MITBKREFERENCE PAGE WI-7473 rev. 70 -'08 BEFORE USE. Design valid for use only with MiTek connectors. This desigr based only upon parameters shown, and is for an indi dual building compo nt. Applicability of design paramenters and proper ncorporation of component spon ibility of building design o1 tr designer Brac ng shown is fo lateral support of individual web members only Additional temporary bracing to stability du ng constr ction the spon ibillity of the erecto Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication quality control, storage, delivery, erection and br ng, consult ANSI /TPI1 Quality Criteria DSB -89 nd BCSI Building Compon nt Safety Informatio vailable from Tr Plate Institute 281 N. Le Street, Suite 312, Alexandria, VA 22314. 115 Ib GENERAL REPAIR NOTES. THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 8 -6 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. MOM jut 0. SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP Plates Increase 1 15 TC 0.83 Vert(LL) -0.09 2 -7 >999 360 MT20 185/148 Lumber Increase 1 15 BC 0.43 Vert(TL) -0.21 2 -7 >487 240 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 7 n/a n/a Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.00 2 240 Weight: 37 Ib FT 20% MiTek PERFORM POWER TO 7777 Gr nback La Suite 109 Citr Heights CA, 95610 R32442410 Scale BRACING TOP CHORD Structural wood sheathing directly applied or 3 -9 -12 oc purlins, except end verticals, and 2 -0 -0 oc purlins: 3 -5. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide November 17,2010 Job ProBuild West Auburn, Auburn,WA 98001 Truss Truss Type Qty Ply Malony Hts Apts. 10 -0947 9 -MH1 MONO CAL HIP 1 1 NOTES 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 Ib uplift at joint 7 and 354 Ib uplift at joint 2. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) Girder carries hip end with 0 -0 -0 right side setback, 6 -0 -0 left side setback, and 6 -0 -0 end setback. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 315 Ib down and 218 Ib up at 5 -7 13 on top chord. The design /selection of.such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Snow: Lumber Increase =1 15, Plate Increase =1 15 Uniform Loads (plf) Vert: 1- 3 -70, 3- 4 -132, 4- 5 -70, 2- 6=- 19(F -9) Concentrated Loads (Ib) Vert: 3=-315 A WARNING Verify design parameters mi READ NOTES ON 17IIS AND INCLUDED MIMSRSPERENCE PAGE MuI -7473 rem, 20 -'08 BEFORE USE. Design valid fo se only with MiTek con ctor This design based only upon parameter shown and is for an ndividual building compo nt. Applicability of design paramenters and proper incorporation of component is respo sibility of building design not truss de ign Bracing shown is for lateral support of ndi idual web members only Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidon regarding fabncatio quality control, storage, delivery, rection and bracing, co suit ANSI/TPI1 Quality Criteria DSB -89 and BCSI Building Component Safety Informatlo available from Truss Plate Institute 281 N. Lee Street, Suite 312, Alexandna. VA 22314. R32442410 Job Reference lootionall 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 14:19:00 2010 Page 2 ID:3Uh3AoEIEDDrJXuTAMCZFXy1 u_ f- 3Uh3AoEIEDDrJXuTAMCZFXxmIT54LE5xHYVIIHyIu _f Mil MiTek' PERFORM POWER TO 7777 Gr nback Lane, Suite 109 Citrus Heights CA, 95610 Job 10 -0947 5 -MH2 CAL. MONO HIP 3 1 ProBuild West Auburn, Auburn,WA 98001 4 i 4 i 4 i�i 4 i� LOADING (psf) TCLL 25.0 (Roof Snow =25.0) TCDL 10.0 BCLL 0.0 BCDL 5 0 -2 -0-0 2 -0-0 LOAD CASE(S) Standard Truss Truss Type Qty Ply Malony Hts Apts. .Inh Reference (optional) 7.250 s Sep 1 2010 MiTek Industries, Inc. Mon Nov 15 148:58 2010 Page 1 I D:75ZI I6CUibz74Dk43xA5A6ylu_h -75ZI I6CUibz74Dk43xA5A6sPAgM 1 tKDegEOehPylu_h 7 -2 -14 7 -11 -11 12 -0 -0 7 -2 -14 0 -8 -13 4 -0 -5 15 Ib 15 Ib .s% 115 Ib 12 -0 -0 GENERAL REPAIR NOTES THIS REPAIR IS FOR ADDING 115 Ib TO THE TOP CHORD LOCATED 2 -0 -0 FROM THE LEFT SIDE OF THE TRUSS, ADDING 15 Ib TO THE TOP CHORD LOCATED AT 5 -8 -0 AND 6 -8 -0 FROM THE LEFT SIDE OF THE TRUSS AND ADDING 115 Ib TO THE TOP CHORD LOCATED AT 10 -0 -0 FROM THE LEFT SIDE OF THE TRUSS AS SHOWN. 1 ATTACH A 2x4 HF No.2 OR BTR. SCAB TO ONE FACE OF TRUSS. AS SHOWN WITH 10d NAILS (0 148' X 3.0 2 ROWS SPACED 6' 0 C LUMBER TOP CHORD 2 X 4 DF 2400F 2.0E *Except* 3 -5: 2 X 6 HF No.2 BOT CHORD 2 X 6 HF No.2 WEBS 2 X 4 HF Stud /Std SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP Plates Increase 1 15 TC 0.90 Vert(LL) -0.30 2 7 >464 360 MT20 185/148 Lumber Increase 1 15 BC 0.59 Vert(TL) -0.52 2 -7 >265 240 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 7 n/a n/a Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.00 2 240 Weight: 54 Ib FT 20% REACTIONS (Ib /size) 7= 463 /Mechanical, 2= 634/0 -5 -8 (min. 0 -1 -9) Max Horz2= 212(LC 7) Max Uplift7=- 172(LC 8), 2=- 311(LC 7) Max Grav7= 559(LC 12), 2= 938(LC 13) FORCES (Ib) Max. Comp. /Max. Ten. All forces 250 (Ib) or less except when shown. TOP CHORD 2 -8 624/134 3 -8 403/146, 4 -7 272/92 BOT CHORD 2 -7 187/421 WEBS 3 -7 507/224 NOTES 1) Wind: ASCE 7 -05; 100mph; TCDL= 6.0psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category 11; Exp C; Fully Exp. Ct =1 1 Lu= 50 -0 -0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ib uplift at joint 7 and 311 Ib uplift at joint 2. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 10) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 10d nails. BRACING TOP CHORD Structural wood sheathing directly applied or 5 -2 3 oc purlins, except end verticals, and 2 -0 -0 oc purlins (10 -0 -0 max.): 3 -5. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. A WARNING Verify design ..,.and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE ffi1 -7473 rev. 10.'08 BEFORE USE Design valid fo us only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenter and prope corporati of compo nt spon ibility of building design of tr de igner Br ng shown fo lateral support of ndi idual web membe only Additi al temporary br ng to stability dur ng construction the spon ibillity of the cto Additional perman nt bracing of the ov all sir ctu the respo ibility of the building de ign For general guida egarding fabrcatio quality nirol, storage delivery ecti and brac ng. consult ANSI /TPI1 Quality Criteria DSB -89 nd BCSI Building Compo of Safety Informallo an ilable from Tr Plate Institute 281 N. Lee Sir et, Suite 312, Ale ndria, VA 22314. R32442413 Scale November 17,2010 1111 MiTek 7777 Greenback La Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 LATERAL BRACING LOCATION BEARING 0 '1 16 1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in- sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Indicated by symbol shown and /or by text in the bracing section of the output Use T I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur Icons vary but reaction section indicates joint number where bearings occur Industry Standards: ANSI /TPI1 National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89• Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing Bracing of Metal Plate Connected Wood Trusses. 8 Numbering System 1 6 -4 -8 dimensions shown in ft -in- sixteenths (Drawings not to scale) 2 TOP CHORDS C1 -2 C2 -3 0 o! co O O 0 C7 -8 C6-7 BOTTOM CHORDS 7 WEBS 3 6 5 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR 1311 ESR 1352, ER 5243, 9604B, 95 -43, 96 -31 9667A NER -487 NER 561 951 10, 84 -32, 96 -67 ER 3907 9432A 0 0 a a 0 d 2006 MiTek® All Rights Reserved MiTek® POWER TO PERFORM. MiTek Engineering Reference Sheet MII -7473 rev 10 2 08 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer erection supervisor property owner and all other interested parties. 5. Cut members to bear tightly against each other 6. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSI /TPI 1 7 Design assumes trusses will be suitably protected from the environment in accord with ANSI /TPI 1 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9 Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non structural consideration and is the responsibility of truss fabricator General practice is to camber for dead load deflection. 11 Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified, 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer 17 Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19 Review all portions of this design (front, back, words and pictures) before use Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSI /TPI 1 Quality Criteria. P, e r try' .y .■•3 Cascade System Installation Guide This manual contains important safety, installation, operation, service, and maintenance information that you should understand in its entirety prior to installing, wiring, or using Silicon Energy PV modules. Do not connect or disconnect modules under load. Silicon Energy PV modules are designed to produce direct current (DC) electricity from light. Modules wired in series, parallel, or series parallel configurations can produce electrical shock great enough to cause damage to property, injury, or death by electrocution. Prior to installing, wiring, or using Silicon Energy PV modules you should. fully understand and practice electrical, building, and fire safety fully understand PV /solar electric systems have knowledge of, experience with, and follow all local and national building and electrical codes (see National Electric Code -NEC Article 690) www.Silicon- Enerai'.cn,n Cascade System Installation Guide Rev 2 Product Handling Only knowledgeable and trained professionals should install these modules. In some jurisdictions, licensed contractors may be required for installation. Multiple panels connected in series can produce high voltages which are potentially hazardous. Do not wire the modules during wet, damp or high wind conditions. Cascade PV modules are constructed with a tempered glass front and back. Although durable, it is glass. Handle with care. Do not set the module down in such a way that the exposed edges of glass are supporting any weight. Areas on the module most prone to damage are the exposed edges of glass and the leads. Pay particularly close attention to protecting these areas from damage while installing, servicing, or maintaining the module(s) Do not stand on, step on, or kneel on the module. Do not drop the module, drop objects onto the module, or set heavy loads on the module. Avoid any sharp impacts between objects and the module. Always treat the output wires of the modules as a potential source of electricity and electrical shock. Photovoltaic modules do not have to be connected to a circuit to generate DC current. Each installer should wear safety gear including eye, head, hand and fall protection. The modules are heavy and must be handled properly to avoid injury to persons and damage to product. It is recommended that two people lift and move modules due to their size and weight. Protect person and module from falls when installing above ground. Inspect modules for damage, particularly to the leads. Never install a damaged module. Use extreme caution when handling a module with a damaged lead. PLEASE NOTE, AS PER SECTION 48, UL 1703• PV module power is affected by both temperature and light: Colder temperatures can increase the voltage and power Reflection of light from snow water or other surfaces can increase the current and power Do not artificially concentrate light on the module(s). Under normal conditions, a PV module is likely to experience conditions that produce more current and/or voltage than reported at standard test conditions (STC) Accordingly the values of I and V, marked on this module should be multiplied by a factor of 1.25 when determining component voltage ratings, conductor ampacities, fuse sizes, and size of controls connected to the PV for output. Refer to Section 690 of the National Electric Code (NEC 690.8) another additional multiplying factor of 1.25 (80% derating) which may be applicable. The electrical characteristics are within 10% of the indicated values of I V and Pmax under standard test conditions (irradiance of 100 mW /cm AM 1.5 spectrum, and a cell temperature of 25 °C 77 °F) 2 1. Introduction This guide is designed to facilitate installation of Silicon Energy (SiE) Cascade PV Modules by professionals and to ensure compliance with certification, regulatory and the Silicon Energy warranty requirements. Information contained within only applies to Silicon Energy's Cascade PV Modules and should not be used for installation of other manufacturer's modules nor other module models manufactured by Silicon Energy This guide is intended for use in conjunction with the SiE Cascade PV Module Manual which contains many safety handling, installation, and operation warnings and instructions. This guide does not address seismic issues or installations subject to unbalanced loading such as snow that is not evenly distributed. Silicon Energy's Cascade PV Modules may be mounted to a roof or rack structure using the custom Cascade Installation System. Wind and snow loads under any mounting method are not to exceed 125 psf. For module applications requiring greater strength, Silicon Energy must be consulted to protect the module warranty and an engineer must be used to design the system. If mounting the SiE Cascade Installation System to a racking system, this guide and the rack manufacturer's instructions must be followed. In cases where the racking system instructions are more stringent than this guide, the installation instructions for the racking system must be followed. Local regulations may also be more stringent than the guidelines in this document. Always check with local authorities for requirements in your area and give precedence to those regulations 2. Silicon Energy Cascade Installation System The Cascade Installation System serves as the means of mounting the module(s) Additionally it provides the compartment for routing wiring between modules and the final connection to other electrical and code required disconnects. Although the wires and connectors are rated for outdoor use, this compartment further protects the wires and connectors from the elements, unauthorized personnel, and provides for a clean looking installation. The Installation System varies with array design and consists of some number of the components in Figure 1 (l) PV Module: Generates electricity from light. (2) Mounting Foot: Secures module to roof or rack, provides wiring compartment. (3) Foot Cover Attaches to top of each Mounting Foot to protect wiring compartment. (4) Side Trim. Attaches to side of Mounting Foot to trim outside edge of array (5) Top Tnm: Attaches to the top end of uppermost Mounting Feet in array keeps water out of compartment. (6) Bottom Trim: Attaches to the end of lowermost Mounting Feet in array completes wiring compartment. (7) Slot Cover Inserted under Mounting Foot to cover mounting slot. Not required if metal rack completely covers slot. Figure 1. Exploded View Cascade PV Module with the Cascade Installation System. www.Silicon- Enernv.corn Cascade System Installation Guide Rev 2 3 2.1. General The Silicon Energy Module is designed to be mounted directly on a roof or rack mounting system with no exposed junction box or wires for a seamless, truly `wireless appearance. The mounting system doubles as an integral wiring compartment that can be connected to the balance of system using standard 3 /4 inch conduit. Mounting System must be sized to handle the required wind, snow and seismic loads as specified by local building code requirements. Some jurisdictions may require an engineering certification. Electrical connections are to be made inside the mounting feet. Silicon Energy supplies and recommends the Tyco SOLARLOK Connectors. Installer must comply with these instructions for assembling the entire Cascade Installation System. Once fully assembled, the wires and connectors must be fully enclosed in the Mounting Feet and conduit. All Installation System pieces must be attached including all Bottom Trim, Top Trim, Side Trim, Slot Cover and Foot Cover pieces so that there is no access by unauthorized personnel to the wires or connectors without the removal of two screws in the Foot Cover Exception. if mounting surface is metal and completely covers the slot, Slot Covers are not necessary Due to the nature of the design, modules installed with the SiE Cascade Installation System are not appropriate for installation on a flat or near -flat roof or mounting system due to the cascade design of the system. Slope of mounting surface must be greater than 1 12 (about 5 degrees). For improved performance, a mounting surface slope greater than or equal to 2.12 (about 10 degrees) is recommended to minimize buildup of dust, debris, snow ice and water 2.2. Rooftop or Rack Mounting Layout 1 Starting at upper left (or right) corner of array outline the outermost side and top of the array itself r 2. Make sure the layout is square. 3 When attaching directly to a roof, ensure layout aligns with truss member for maximum holding ability Other mounting orientation may require blocking, additional fasteners, and/or engineering approval. 4 When mounting to a rack structure, ensure the structure is designed around 4 foot centers. Preassemble 5 A rail is created by connecting Mounting Feet together using the 2, 1/4-20 thread cutting screws provided. Each Rail should be made up of a quantity of Foot Assemblies equal to the number of rows in the array Grounding between Mounting Foot sections in one rail is not needed as the screws are designed to cut into the aluminum to form a continuously grounded rail. 6. Preassemble the rails in a convenient location and attach Side, Top and Bottom Trim as needed using the same' /4 -20 screws provided (2 per each part). 7 Add flange nuts to '4-20 screws terminating inside Mounting Feet where the feet or Top and Bottom Trim are joined together to protect all wires from abrasion. See Figure 2 for details. Ensure'oll thread cutting screws are covered with "flange nuts. supplied Figure 2. Flange nut installed to protect wiring 8. At this time, assemble any necessary interconnecting conduit to be placed between the rails. EMT metal conduit with threaded, sealed connectors are recommended. A minimum of 14 gauge ground wire must be run between rails and connected to the balance of system ground. Knockout holes on each rail facilitate conduit installation. Note: It is not necessary to install conduit between the Mounting Feet of every module. Usually the system can be designed such that only one piece of conduit is required between each rail. www.Silicon- Enerev.com Cascade System Installation Guide Rev 2 4 Rail Rough -In 9 Rails are mounted parallel on 4 foot centers. 10 Lay out assembled Rails on the roof or rack starting at the upper corner of the array defined in Step 1 11 Loosely attach each rail to allow for adjustment as modules are installed. 12. To achieve the 125 psf uplift rating, the minimum mounting screw requirement per Mounting Foot is. Roof Mount Two Washer Head Construction Lag screws 5/16 x 2 1/2' with full penetration into a minimum 2x4 truss. Rack Mount Two 1 /4 -20 stainless steel bolts and nuts with locking washers into the rack structure. 13 Before placing modules in the mounting feet, use the preassembled conduit to pre wire the final array connection to the disconnects and the system ground. 14 Modules are delivered with vinyl caps installed on threaded studs. Nuts are provided for the screws that connect the bottom tnm, top trim, and adjacent mounting feet. Before installing modules in the mounting feet, ensure vinyl covers and nuts are on all exposed threads to protect the wires. Install Modules and Complete Row 15 Start placing top row of modules first, making electrical connections as needed. Ensure the wires do not get pinched by the edge guard when mounting the module. 16. Tighten nuts on the Edge Guard mounting and grounding studs and replace the vinyl covers on the exposed threads to protect wires from abrasion. See Figure 3 for details. After Flange Nuts are' {ighlened Vinyl Caps must be in p ace. 1d protect wire from'lhreads Figure 3. Vinyl cover properly installed over tightened nut on edge guard to protect wiring 17 Install two Slot Covers under each foot by lifting slightly and sliding the slot in the Slot Cover over the lag screw and turning Slot Cover until entire slot in bottom of Mounting Foot is covered. Depending on the array configuration, it may be preferable to install the Slot Covers as each module is installed. See Figure 4 for details. L J STEP 1 ',Start fastener into mountingstructure .STEP 2 Slide Slot' Cover under Mounting Foot r I J STEP 3 Rotate Slot Cover.9CP -STEP 4 Tighten mounting fastener Figure 4. Proper Installation of the Slot Cover to cover exposed slots in Mounting Foot 18 Tighten mounting fasteners in each Foot in the row to the mounting structure. NOTE. Tightening mounting fasteners before securing the Modules to the Mounting Feet may cause damage and void the warranty 19 Connect module wiring. 20 Ensure wires are pushed to the bottom of the Mounting Feet to keep them from catching on the Foot Cover as it is slid into place. www.Silicon- Enerev.com Cascade Svstem Installation Guide Rev 2 5 21 Place a Foot Cover on each Mounting Foot and fasten using the two 1 /a -20 thread cutting screws provided to complete installation of the row Complete Array 22. Repeat instructions 15 -21 for all rows. Note that the modules can be rotated to facilitate the connections desired such as a continuous series string spanning adjacent rows. 23 Use the wiring installed in Step 13 to complete connections to between modules, disconnects and system ground. 2.3. Electrical The modules may combined in series and /or parallel to produce the desired electrical output. Modules connected in series must not exceed the maximum system voltage of 600V Modules connected in parallel may require fusing. Maximum fuse size allowed isl5A. Refer to NEC Article 690 for guidance on fusing requirements. Refer to Figure 5 for an example of the wiring of a module. See Section 2.4 for detailed instructions on system grounding. T Conduit to DC Disconnect II Positive Module Connector (4) Conduit Assembly behind module Module Figure 5. Example Module Wiring Grounding Point 1 required per rail Negative Module Connector F Mounting Foot www.Silicon- Ener'v.com Cascade System Installation Guide Rev 2 6 2.4. Grounding Each Rail Assembly (consisting of several feet connected together in a column) must be connected to a ground wire via at least one of the grounding studs (one available per Mounting Foot) as required by NEC Code and the local inspector Fasteners used to connect the Mounting Feet to each other and to attach the Foot Cover Bottom, Top, and Side Trim create a continuous ground without additional ground wiring. The center stud of each edge guard (the grounding stud) on each module is considered grounded if installed with supplied serrated flange nut and tightened to 75 in -lbs. The means of connecting to the grounding system is an installer supplied part and must be made of stainless steel or an equivalent outdoor rated material. Recommended parts are listed for each method. Referencing the component callouts from Figures 3 and 4 each rail or row of continuous feet are grounded in one of the following ways. Method A Grounding Lug, Figure 6 a) Place the grounding star washer (2) over the ground stud (1) which is marked by a ground sticker on the Mounting Foot. b) Place the ground lug (3) (Ilsco Copper Lay -In Ground Lug, GBL -4DBT Direct Burial,Tin Plated) over the grounding star washer and ground stud on the Mounting Foot c) Tighten the 10 -32 flange nut (4) onto the ground stud to 30 in -lbs, securing grounding lug and grounding star washer d) Insert grounding wire (5) into ground lug and tighten the grounding lug set screw Minimum wire size required is 14AWG if wire will be mechanically protected, 6AWG if not. e) Cover exposed threads of grounding stud with vinyl covers to protect other wires in the Mounting Foot from damage. Method B Ring Terminal, Figure 7 a) Crimp a ring terminal (3) (Ilsco Non Insulated Ring Terminal, 44113 -B20 (14AWG), 44140 -B 10 (6AWG)) to the ground wire (5). Minimum wire size required is 14AWG if wire will be mechanically protected, 6AWG if not. b) Place grounding star washer (2) over grounding stud (1) located in the Mounting Foot. c) Place ring of ring terminal (3) over star washer and grounding stud. d) Tighten the 10 -32 flange nut (4) onto ground stud to 30 in -lbs, securing ring terminal and grounding star washer e) Multiple ring terminals may be used as long as threads of grounding stud are completely engaged. f) Cover exposed threads of grounding stud with vinyl covers to protect other wires in the Mounting Foot from damage. Figure 6. Method A Grounding Lug Figure 7 Method B Ring Terminal For rack mount installations, follow all of the rack manufacturer's instructions for any additional grounding requirements. The array system grounding is not to be broken when installing, removing, or replacing a module, as required by UL 1703 www.Silican-Enervv.com Cascade System bistallation Guide Rev 2 7 Nov 23 10 12:03p Andy Cochrane Attachment points for Silicon Energy modules on Maloney Heights roof. ?0 t (0 (i t tl 2i zi23 t Z. C 3 t� 6 1 13 if I t .7 t 3D 360 539 1857 p 1 4 attachment points for each module (5/16" x 3" lag bolt). Total of 68 attachments. 0 Solar Array for Serenity House The solar array will be installed on the extreme south end of Serenity House The roof layout is shown below The array is being installed in two separate "clusters" because neither roof is large enough to accommodate all 30 modules together without relocation of roof vents. We have organized the array in the most attractive manner possible so as to compliment the building Maloney Heights' staff requested we utilize this roof for the array for maximum visibility to the public. By placing the solar array at this end of the building we will also be able to utilize the mechanical room with the hot water tanks for the placement of the inverter We plan to use conduit placed by the electrical contractor in the attic for routing the AC solar run back to an electrical panel at the main electrical room (north end of building) for the final connection. Top Row 4 modules 2nd Row 6 modules 3 Row 10 modules Bottom Row 12 modules Each Silicon Energy module weighs 58 pounds and is 4' x 4' in dimension The module weight includes the mounting rails and hardware I have attached the equipment specifications for the modules. We will lag bolt the solar modules to the roof rafters using Quick Mount PV flashing and mounting systems (technical specs attached) The Quick Mount PV flashing is made of aluminum and the lag bolt is a 5/16" stainless steel bolt with a 3" penetrating depth (see spec sheet for diagram). We have contacted the city of Port Angeles Building Department to inquire about the permitting requirements. They have indicated a simple electrical permit and building /mechanical permit will suffice for the solar array At this point we do not anticipate requiring any information from your office for these permit submittals. We will let you know if any information from you is required. Please let me know if you require any additional information from us. Jeff Randall Power Trip Energy 2343 Thomas St. Port Townsend, WA 98368 360- 301 -9019 jeffr @powertripenergy com ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number 10 00001370 Application pin number 039000 Property Address 2311 W 18TH ST ASSESSOR PARCEL NUMBER 06 30 99 1 1 0225 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL MEDIUM DENSTY Application valuation 0 Application desc 6 kw PV system Owner HABITAT FOR HUMANITY CL COUNTY PO BOX 1479 PORT ANGELES WA 98362 (360) 681 6780 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Fee summary Charged Permit Fee Total Plan Check Total Grand Total ELECTRICAL NEW COMMERICAL NEW PV SYSTEM 177816 102 30 Plan Check Fee 11/19/10 Valuation 5/18/11 102 30 00 102 30 BASE FEE Contractor Paid Credited 102 30 00 00 00 102 30 00 INSPECTION TYPE DATE. DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X POWER TRIP ENERGY CORP 2343 THOMAS ST PORT TOWNSEND (360) 64 3080 3 /8!21 ASP 3 la /a c Da *e 11/19/10 REPORT STATE SALES TAX 0000 on your excise tax form to the City of Port Angeles (Location Code 0502) RESULTS WA 98368 s3) 1$ 5 00 0 Extension 102 30 Due 00 00 00 INSPECTOR. Date: (11/18/2010) Linda Pangrle #10 -1362 Maloney Heights Apt. photo voltaic building permit _4 From: Linda Pangrle To: nicole @powertripenergy com Date 11/18/2010 1045 AM Subject #10 -1362 Maloney Heights Apt photo voltaic building permit Attachments: #10 -1362 Maloney Heights Solar Panels.pdf Hi Nicole Per our phone call please see the attachments below Thanks Linda Pangrle Permit Technician City of Port Angeles 321 E 5th St Port Angeles WA 98362 360 -417 -4815 360 417 -4711 FAX Ipangrle @cityofpa us Page 1 Today our Building Inspector Jim Lierly told me that from now on photo voltaic projects (for residential and commercial projects) will be treated like building permits not mechanical permits We are now under the 2009 edition of the International Codes and things have changed The permit fee will be based on the valuation (labor materials) of the project He stated he needs to receive two sets of plans showing attachment details and structural calculations showing that the photo voltaic panels can handle the snow and wind loads that we have here in Port Angeles (S ruc+ti i b-esijr' CY S ln�e� Was ivxcludua4 If you have any questions or need more clarification about what Jim needs to tee aiaC,hrntvri complete his plan review please contact Jim at 360- 808 -0534 or e -mail him at llierly @cltvofna.us Jim will be on vacation all next week The plan check fee of $462 96 is due at the time the plans are submitted for plan review The rest of the fees will be due when the permit is approved and ready to be picked up If you want to you can pay the full amount at the time you submit the plans Nov 18 10 10:31a Andy Cochrane o u- l opx c PORr .1,�� C I'lk`rl tt f Ho i nAnti of Ckli&nA Cowed, Po 6c5x I'{19, PR at 23b"?.. BUILDING PERMIT APPLICATION Print ink CITY OF PORT ANGELES 141 Attn Building Permit Technician 321 E Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 W Mc& So IA .7 A20 6 1 13 '3030 C� Applicant min., (t j j Q- Phon (it3t_ Property Owner rti. COAAVv S Phgr(e Property Owner's Address W 1 �Si St'. Contractor l j /('hone c)) LE.C(;5 680 CgQntractor's Address elt.�j�� t CO Ike- License ?Dt#0 1a- Expires E -mail 1t:otc. O JOu�ta' c p fg t,l.(ey Proiect Type Brief Description. Check all that apply vt9emr•Eorrstraron n Addition Remodel o Repair Demolition o Re -roof o Heat System )(Other Floor Areas Deck Shed Other elesp v I PROJECT ADDRESS 23I) W I STh Malo w, Ne(g4 Zoning Parcel Number %3 C) 91 11 1�Z.2t} o Residential �'llfulti- family o Commercial o Industrial ISO Str 5. l L n dL --bed... Vu i f ?11/14- vp( --a c', �Nt2 QJ� /1 b-.3 �3 -1(°* e- etrn l Cort th or 1 e sp.* it Vd IZ'(,E R 3 4-AE ex p t t/ 5/ I t o House o garagVo other tear off re -roof c lay over one layer Heat pump 400d-burning stove o gas fireplace pellet stove other Proposed (so. ft.) Basement 1.- 1 Floor 2 Floor _n 3 Floor Garage 7 Carport Covered Porch e' Date 11/iBltc Print Name /1) i (.tSl�Q _VVIc 6 1 T:Forms /Building Division/Bldg Permit.doc Lot Max. h Ight of proposed structures ft. Occupancy group Will a awn sprinkler system be installed? Occupant load Will fire sprinkler system be installed? Construction type Signature 360- 539 -1857 p.2 col 5 360 531 NS51 For Ci se Only Date Rec ved 1\-15S Ib Permit _lb 1361i. Dat pproved 0621D)ti2.44 per sq ft. TOTAL VALUATION S SA Total footpri of structures sq. ft. T Lot size sq. ft. Lot coverage Site Covers e the amount of impervious surface on a parcel including structures, paved driveways, sidewalks, patios, and othe Impervious surfaces. (see PAMC 17.94 135 for exemptions) Site coverage of bedrooms of full baths of half baths f h ve read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand th t it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. COUGHLINPORTERLUNDEEN December 14, 2010 CPL Job S09- 0176 -03 Miriam Ginsberg Ron Wright Associates 2003 Western Ave. Ste. 300 Seattle, WA 98121 RE. Maloney Heights Solar Panel Permit: Attachment of Solar Panels to Structure Dear Miriam. The solar panel supplier has indicated that the solar panels will be attached to the structure with 5/16' diameter by 3 long lag bolts attached to the roof framing with (4) attachment points for each module. The loading on the solar panels is based on 100 mph basic wind speed with exposure C and a seismic design category D -1 Wind uplift controls the attachment of the panels to the structure with the controlling uplift cladding pressure equal to 35 psf The panel supplier proposed attachment to the structure is acceptable. If any lag bolts do not land on roof framing blocking should be placed between roof framing pieces with a Simpson A35 located at the ends of the blocking piece. Sincerely COUGHLIN PORTER LUNDEEN, INC. 72 Eric Lentz Structural Engineer CITY Cr PORT Afvr =ELE S Cnnstr sct-' n t'`r The lesu,nce of This permit based upon these plans. sp":cif cat ,:ns and other data shall not prevent the building official from thereafter requiring the correction of errors in said pla specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. X009 -TeC Approval Date LEI D g A.1,0 IV Qk ivi4 413 PINE STREET SUITE 300 SEATTLE. WA 98101 P. 206/343 -0460 F. 206/343 -5691 Nov 18 10 10:30a X Owner Information Name: r 1L('Dl titaiiing ddress O• Ch�X LI(kt'"J City W r /t.I�S State: 11 Phane fritcl 0 704Fax: License Exp. Item ServicelFeeder 200 Amp. ServicelFeeder 201-400 Amp. ServicelFeeder 401.600 Amp ServicelFeeder 601 -1000 Amp. Service!Feeder over 1000 Amp. Branch Circuit W! Service Feeder Branch Circuit W/0 Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Service/Feeder 401-600 Amp. Temp. Service/Feeder 601 -1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy 1 First 1500 st Commercial Note: $5.00 for each additional 1500 sl Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit, Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostal NEW CONSTRUCTION ONLY: First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot 'Tub Signatur of owner, electrical contractor or electrical administrator Cochrane 360 539 1857 Zip: Uf *'S Unit Charge 119.90 145.50 204.60 262.20 372,50 2.60 73.50 2.60 92.70 110.30 148.70 167.90 95.90 88.20 95.90 63.90 63.90 119 90 102.30 56.00 110.30 35.20 73.50 110.30 r u� r tt f 1I H H f\._ 1 v3 CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections ELECTRICAL 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 INSPECTIONS Ph (360) 417 -4735 Fax: (360) 417-4711 Date: 11 t D 1 2 Single Family Dwelling ✓Multi- Family or Commercial* Commercial Addition Alteration Remodel Repair* Plan Review ay Be Required Ple e C plete Electrical Plan Review Information Sheet Job Address: 2 l I �i 1 45 �t '-k skwy 1Es (.l A c 1 Building Sq uare Footage: PI Apt Description of above Contractor Information Name: 1 1 f e.tr 1 t t At. Vi- Mail' Address: 'al -WV) 1 City t to State: It Phone: ax: fro S i hs License Exp. n.,.. (LT Cells 4:51.-1 L( '-D Z 1% a. Total ((�tv Multiolied by Unit Charge Total p 1 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.E.C. RCW Chapter 19.28, WAC Chapter 296.468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. O Cash O Check #8 EGC 1 String of 15 190W Panels &GEC 7 9A DC #12 THWN -2 O Aurora 3000W Inverter J 30A DC #30A AC L Disconnect Disconnect DC AC Systems A 3 14.5A 208V AC #12 THWN -2 r #6 GEC Production Meter 29A 208V AC #6 THWN -2 60A AC Disconnect Combiner Box Srr Kou sc 20A Brea <er #8 EGC GEC To System A 22 i Bn ra ker 40A Break !r Utility Meter To Grid t 1200A Main Breaker 225A Panel Serenity House A B SYSTEM STATS AND CALCULATIONS PV MODULE Make and Model SihconEnergy SiE -190 Open circuit voltage 30 5V Operating voltage 25 3V Maximum permissible system voltage 600V Operating current 7 5A Short- circuit current 7 9A Maximum power 190W PV ARRAY 1 string of 15 String operating volts 379 5V (Module operating volts x number of modules in string) String operating amps 7.5A (Module operating amps) Max string voltage 527V (Manufacturers temperature coefficient, when it is supplied, must be used to calculate maximum voltage WAC 690 007) Multiply the open circuit voltage by the temperature coefficient supplied by the manufacturer Call it X. Find the difference between lowest recorded temperature and standard test temperature in °C Multiply the difference by X. Add the result to the listed module open circuit voltage. Multiply that result by the number of modules in string. (30 5x.00389= 118645,x39 =4 627155, +30 5 =35 127155,x15 =526 907325V) String max amps 9 875A (Module short circuit current x 1.25)(690 8(B)(1) DIRECT CURRENT PHOTOVOLTAIC POWER SOURCE (690 53) Rated maximum power point current 7.5A (operating current x strings) Rated maximum power -point voltage 379.5V (string operating voltage) Maximum system voltage 527V (max string voltage) Short- circuit current 15 8A (string max amps x of strings) Maximum rated output current of the charge controller —N /A INVERTER Make and model SIE -SIS -3 0 AC watts 3000W Max AC amps 14 5A AC volts 208V XZ Serenity House CONDUCTORS and DISCONNECT SIZES Minimum AC CONDUCTORS and AC DISCONNECT amp rating 19A 37A (Inverter continuous output rating x 1.25) (14 5x1.25 =18 125A for each system) (2x 18 125= 36.25for combined systems) PANEL CIRCUIT BREAKER 20A in Combiner Box 40A in Main Panel Minimum DC CONDUCTOR amp rating 12.34375A (String maximum current x 1.25 x number of strings in parallel) (690 8(B)(1) (9 875x1.25= 12.34375) For conductors in conduit not exposed to sunlight on roof use correction factors from 310 16 and 310 15(B)(2)(a) 40x.96x1 =38 4A for #10 USE -2 THWN -2) (55x.96x1 =52 8A for #8 THWN -2) For conductors in conduit exposed to sunlight on roof use correction factors from 310 15(B)(2)(a) and 310 15(B)(2)(c) with 310 16 (40x.8x.71= 22.72A for #10 USE 2) Consider temperature ratings of terminals. #10 @75 °C =36A #8 @75 °C =50A AC CONDUCTORS #10 THWN -2 from each Inverter System to Combiner Box #8 THWN -2 from Combiner Box to Main Panel DC CONDUCTORS #10 USE 2 DC SERIES FUSE N/A GROUNDING ELECTRODE CONDUCTOR #8 #6 EQUIPMENT GROUNDING CONDUCTOR (250 122) #10 si icon cn Cascade Series PV Module and Installation System see the difference Silicon Energy's mission is to manufacture quality PV systems specifically for the US market that advance durability longevity of performance and aesthetics. The Cascade Series PV Module and Installation System has some unique features that differentiate it from other PV systems presently on the market. PV Module Features: High efficiency crystalline silicon cells Strong and durable Double -glass module construction allows light to pass between cells Six bypass diodes per module provide improved performance in partial shading Highest fire rating Class A 20 -year limited power warranty 2 -year materials and workmanship Installation Systems Features: Cascade design allows water snow and ice to easily flow off Increased air flow behind modules increases performance Mounting system conceals and protects wires for a clean wireless look Squirrel proof Installs on standard 4 -foot centers specifically designed for the US market Aesthetically pleasing modern appearance Customer colors available (architectural bronze standard) Made in USA Washington Minnesota Electricaltharacteristics Measured at,STC* Rated Power (Pmax) Watts Maximum Power Voltage (Vmp) Maximum Power Current (Imp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) Maximum System Voltage (VDC) Series Fuse Rating Amps (Amps -DC) Temperature Coefficients Standard Test Conditions (STC) at 1000w /m' AM 1.5 spectrum, 77 °F /25 °C cell temp. Frame T 12 13/16 24 21 3/4 K+) I 109/16 1 461/8 14 Module Width i Silk n Bn2rgLj 48 Cl- SiE160 160 24 7 6.5 29.9 7.6 Powder Coated Aluminum Mounting Foot (Protects Wire) Module Connectors Tyco SolarLok 14AWG Solar Wire 51 5/8 48 C1. :SiE165' 165 24.8 6.7 30.0 77 TT CT H 1 7/8 in. Base of Mounting Foot H SIE170. 170 24.8 6.9 30.0 7.8 Pmax: 0.566 °C O SiE175 175 24.9 7.0 30.1 7.8 1/4 -20 Mounting Studs 4 per Module 1/4 -20 Module Ground Studs 2 per Module 1/4 in. Module Overlap Fastener Slots 3/8 x 1 1/4 10 -32 Ground Stud 48 CL *Not to Scale, Units in Inches Complies to UL1703 specifications subject to change without notice. Mechanical Specifications and -Ratings Weight (module mounts) 158 lbs. lbs. 4 1 lbs. /ft') Cells 149 crystalline silicon cells wired in series (7 x 7) Construction Diodes 16 bypass diodes per module 0.09 in. aluminum alloy 5032 H32 Mounting Foot 1/4-20 stainless steel studs with flange nuts Slope of Module Temperature Range 1 -40 to 194 °F -40 to 90 °C) (Fire Rating Design Load 1125 psf SiE180 S1E185 180 185 25.0 25 1 7.2 7.4 30.2 30.3 7.8 7.9 600 15 Voc: 0.389 °C 3 3/4 c ois SiE190 190 25.3 7.5 30.5 7.9 47 1/2 45 3/4 Isc: 0.109 °C ,:SiE195 195 25.5 77 30.5 8.2 2 1/2 H 3 3/4 SiE200 200 25.6 7.8 30.6 8.4 Front: 0.125 in. high transmissivity tempered glass Back: 0.125 in. tempered glass Encapsulant: Advanced Encapsulant 10.125 in. powder coated aluminum alloy 5032 H32 11.85° (minimum mounting surface angle 5 (Class A (Connectors (Wire) 'Tyco SOLARLOK (14 AWG Solar Wire, Length ^32 in.) 3506 124th Street NE Marysville, WA 98271 USA Tel 360 -618 -6500 Fax: 360 -618 -6501 www.silicon- energy com V8 (Rev 080910) s cen ehercLf Solar Inverter System Metering and Disconnects Grown in Washington The Silicon Energy Solar Inverter System brings proven UL listed components and prewired convenience together in one easy to install package At the core of this product is a light weight, high efficiency, batteryless grid -tie inverter that manages the DC power from the solar array(s) and converts it to AC power for use in your home or business Features Qualifies for Washington State Solar Incentives Recognized as Washington Made by the Department of Revenue High Efficiency Performance Transformerless inverter design provides up to 96 8% efficiency providing industry leading performance. Dual Maximum Power Point Tracking (MPPT) 2 separate arrays can be independently tracked for optimized performance and greater installation flexibility Wide MPPT Operating Range Operates from 90 to 580VDC to increase energy production during cloudy and low light conditions Proven Reliability NEMA 4 rated enclosure combined with a rugged inverter design has proven itself reliable in the field worldwide Reduced Installation Time Factory prewired with NEMA 3R AC and DC disconnects reduces installation time Residential or Commercial 240VAC split phase standard with optional 208/277VAC single phase settings Solar Production Ready Utility meter socket included for solar production metering (meter provided separately by the utility) Safe Operation Complies with US safety standards (UL1741/1EEE1547) Built -in Communications RS -485 communications interface (USB for service /updates) 10 -year warranty Specifications subject to change without notice. 3506 124 Street NE Marysville WA 98271 USA tel 360 618 6500 www silicon- energy com Rev 091010 s �sn enemy Solar Inverter System Specifications SiE- SIS -3.0 'Pa, fl ieters Input (DC) Nominal DC Power Total Max DC Power Operating MPPT Voltage Range Full Power MPPT Range Max Voltage Start up /Activation Voltage Number of MPPT Inputs Max DC Power per Input Max DC Current per Input Thermal Protected DC Varistor DC Connection /Disconnect Output (AC) 3000 W 4200 W 3300 W 1 4600 W Split phase 240VAC Single phase 208/277VAC Default 240VAC Optional setting for 208/277VAC 240VAC (211 -264) 208VAC (183 -228) 277VAC (244 -304) 60 Hz 14 5A 240/208VAC 12A 277VAC I 20 A 20A 240/208VAC 15A 277VAC I 25 A 2 (live neutral /live -PE) GE THN3361R Model 10 30A, 600VAC NEMA 3R 3 -pole (AWG #12 #2AWG Cu /AI) 1 2% at rated power with sine wave voltage 96 8% 96% 20 W <2W NO (transformerless topology) Milbank U5929 100A, 600VAC NEMA 3R Line and Load(AWG #12 1/0 Cu /AI) Ground (AWG #14 #4 Cu /AI) ENVIRONMENTAL !r Cooling Passive Ambient Temp Range 1 13F/ -25C to 140F /60C Max Operating Altitude 6000 ft Acoustical Noise 50 dBA lmt NEMA Rating NEMA 4X Relative Humidity 0 -100% Condensing Communications RS485 (USB for service only) Panel Footprint (W x H) 44in x 35in (powder coated aluminum) Panel Weight i 93 Ibs Note 5`" jaw kit is needed for 208VAC. Milbank U5929 is not compatible with most utility 277VAC solar production meters. Nominal AC Power Max AC Power AC Grid Connection Nominal AC Voltage AC Voltage Range Nominal AC Frequency Continuous AC Current Maximum Over Current Protection AC Side Varistor AC Disconnect Line Power Factor AC Current Distortion Max Efficiency CEC Efficiency Feed in Power Threshold Night Time Consumption Isolation *Meter Socket /AC Connection* 3120 W 4380 W 3500 W 4820 W 90 580VDC (360VDC nominal) 160 530 VDC 200 530 VDC 240/208VAC 220 530 VDC 277VAC 600 VDC 200 VDC nominal (adjustable from 120 350 VDC) 2 2000 W 3000 W 10A (12 5A short circuit (Isc)) 16A (20A short circuit (Isc)) 4 GE THN2261RDC Model 10 30A, 600VDC, NEMA 3R 2 -Pole (AWG #12 #2AWG Cu /AI) Specifications subject to change without notice. SiE- SIS -42 3506 124th Street NE Marysville WA 98271 USA tel 360 618 6500 www silicon- energy com Rev 091010 NAME OF PREMISES S F FAI T, /2 ki /i1 G.. GA/ e) l' C G /s/ ter' SERVICE ADDRESS 2 3 1 hi r ST, e: LOCATION OF DEVICE. /1 J, St C A/ f v/ G Y' A✓6 ASSEMBLY O n e S' U 0 e „22 5� Manufacturer Model Size Serial No IS THIS AN APPROVED ASSEMBLY? YES NO IS ASSEMBLY INSTALLED CORRECTLY' YES NO DATE OF INSTALLATION OC aO /G UNKNOWN❑ Initial Test Repairs Details COMMENTS Ale h/ REDUCED PRESSURE PRINCIPLE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division CHECK VALVE #I CHECK VALVE #2 RELIEF VALVE PVB /SVB Leaked Leaked Did Not Open AIR INLET �ry Closed Tight Did Not Open Held at psi G Opened at psi Held at psi Opened at psi Cleaned Replaced Final �j Closed Tight Test Held at 1. psi Held at 7 psi Opened at psi AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES NO Cleaned Cleaned Replaced Replaced :D' SPL C re 7;:. f e, °i9 sr tea Initial Test Repairs Final Test DateTime Tester Signature Cert. Test Kit Passed Failed i G ir II CkM £n Al lecke, 3 psi Buffer YES NO WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY RP RPDA DC I3— DCDA PVB Air Gap SVB AVB CHECK VALVE Leaked Held at REPAIRS Cleaned Replaced Official Use Only Asscin.# Received AIR INLET Opened at psi CHECK VALVE Held at psi BACK PRESSURE NO YES TYPE OF HAZARD /ri f Line Pressure 6 Spsi Held Backpressure YES m�0 #2 Shutoff Held YES EV Relief Valve Exercised YES NO 6 e? $L /p s 113 7 0 0 psi Background. This Memorandum of Understanding (MOU) establishes the agreement between Habitat for Humanity of Clallam County (HFHCC) and Serenity House for the construction of fencing at the Maloney Heights Project to be located in Port Angeles, WA 98363 THEREFORE, the parties agree as follows. Purpose. HFHCC and Serenity House are cooperatively developing the Maloney Heights subdivision that will include a 28 -unit apartment complex for chronically homeless individuals by Serenity House, and 14 single family homes by HFHCC. Fences will be constructed per the approved design/construction drawings and specifications, a portion by each party, as detailed below Page 1 of 3 MEMORANDUM OF UNDERSTANDING BY AND BETWEEN Habitat for Humanity of Clallam County and Serenity House Serenity House will be responsible for the fence running north -south along the front of their new building along the western property line of Lot 15, including specified access gates and details. (Completed) Serenity House will be responsible for the fence running north -south along the back of their new building on the eastern property line of Lot 15, from the Lot 10/15 property line south to the "ecology block" wall. (Completed) Serenity House will be responsible for the fence running east -west along the Lot 10/15 property line. (Completed) Serenity House will reinstall the fence that previously separated the Single Adult Shelter (SAS) from the Maloney Heights property This fence will run north -south from the Single Adult Shelter parking area to the south edge of the service road behind the SAS and then east -west along the south edge of the service road behind the SAS, will include the specified gated fire department access, and may continue west along the Lot 15 property line to the western boundary of the property -(This section will be completed when final grading of the site is complete) 6 Habitat for Humanity will be responsible for the fence running east -west along the Lot 15 property line beginning at the Serenity House ",Trash/Recycle Enclosure and running west, across the street and including gated access for emergency vehicles, to the western boundary of the property, along the property line separating Lots 8 and 9 from Lot 15 and Term. the pre existing Serenity House single adult shelter (This section will be completed when final grading of the site is complete) This fence will be constructed to match, to every reasonable extent possible, the 5' tall, black, vinyl coated, chain link fence installed by Serenity House on other portions of the project. The term of this agreement shall be from the date signed through December 31, 2011, subject to the termination provisions hereinafter set forth. This MOU may be extended by mutual wntten agreement between HFHCC and Seremty House, negotiated in good faith between the parties. Indemnification. Each party to this MOU agrees to be responsible and assumes liability for its own negligent acts or omissions, or those of its officers, employees, or agents and agrees to save, indemnify, defend and hold the other harmless from any such liability In the case of negligence of more than one party, any damages allowed shall be levied in proportion to the percentage of negligence attributable to each party Non Discrimination. HFHCC and HACC shall not discnmmate against any person on the basis of race, creed, political ideology, color, national origin, sex, mantal status, sexual orientation, age or presence of mental, sensory, or physical disability Agreement Alterations and Amendments. HFHCC and Serenity House may mutually amend this agreement. Such amendments shall not be binding until they are in wnting and signed by representatives authorized to bind each agency to this agreement. Termination. Except as otherwise provided in this agreement, either party may terminate this agreement upon sixty (60) days wntten notification for good cause. Good cause shall be limited to inability of either party to perform which inability may include financial considerations. If this agreement is to be terminated, the terminating party shall be liable only for performance in accordance with the terms of this agreement for services rendered pnor to the effective date of the termination. Disputes. The parties shall attempt to mediate in good faith any dispute before any litigation is commenced. Page 2 of 3 Communication. HFHCC and Serenity House shall make the best efforts to coordinate public communication in ways that ensure consistent and clear communication to all concerned parties. All Writing Contained herein. This agreement contains all the terms and conditions agreed upon by both parties. No other understanding, oral or otherwise, regarding the subject matter of this agreement shall be deemed to exist or to bind any of the parties hereto IN WITNESS WHEREOF, parties have executed this agreement Habitat for Humanity of Clallam County Serenity House Maitland Peet Kathy Wahto Name/Pnnt) (Name/Pnnt) (Signature) Executive Director (Title) il (Date) Page 3 of 3 _Executive Director (Title) 40 1 (Date I pORTANGELES Dear Maitland W A S H I N G T O N U S A. Public Works Utilities Department February 10 2011 Habitat for Humanity of Clallam County Attn Mr Maitland Pete, Executive Director 728 East Front Street PO Box 1479 Port Angeles WA 98362 RE. Maloney Heights Construction of First House 2300 Block West 16 Street 1 LJ L! FEB 10 2011 CITY of ITYYOF PORT ANGELES Dept, Community Development I am in receipt of your letter dated February 2, 2011 inquiring about requirements for issuance of a second building permit for the property to construct one house prior to final approval of the plat and completion of all street and utility improvements This letter and the pertinent sections of the Port Angeles Municipal Code (PAMC) are provided as attachments to this correspondence Section 14 01 115 PAMC allows for the construction of up to four dwelling units prior to the requirement for construction of street improvements for access However neither final inspection for building permit approval can be performed nor occupancy be permitted prior to completion of the street improvements. Provision of surety for the completion of deferred improvements is not required unless you desire to final the plat prior to completion of the street improvements. If this becomes necessary the requirements and restrictions are detailed in Section 16 08 PAMC and include the same restriction regarding occupancy noted above. To reiterate and summarize the above building permits to construct up to four dwelling units on the subject property can be issued with the condition that occupancy and final permit approval cannot be granted until the required improvements are completed. This will not require surety be provided for the outstanding required improvements I look forward to the eventual completion of this project and the affordable housing it will provide deserving families Contact Eric Walrath at 360 -417 -4806 or e-mail at ewalrath c@cttvofDa.us if you have any questions regarding the above information Sincere t r f pl C Puntenne P City Engineer cc DCED File Phone. 360 -417 -4800 Fax. 360 -417 -4542 Website www cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles, WA 98362 -0217 Habitat for Humanity' of CfaHain County Building Homes, Building Hope February 2, 2011 Michael Puntenney City Engineer City of Port Angeles 321 E Fifth St Port Angeles, WA 98362 Dear Mike, FEB T2)ECEOWE 04 2011 City of Port Angeles Public Works and Utilities Dept. Engineering Services DivisiQR Per our conversations at the meeting we had on Jan. 21, you know that we are under substantial time pressure on construction of our first house at Maloney Heights. As I indicated at the meeting, we have received a grant in the amount of $85K for construction of one home, with the restriction that construction be completed by 12/31/2011. In all likelihood it will be necessary to start house construction pnor to having 100% of the subdivision infrastructure work complete. If that is the case, it is our intention to bond the outstanding subdivision work, and to complete the work covered by the bond before 12/31/2011. Please let me know if this time frame is acceptable. If you have any questions or would like to discuss, please contact me at 681 -6780, or by email at executive @habitatclallam.org. Best re Gr ds, aitland Peet Executive Director Habitat for Humanity of Clallam County 728 East Front Street PO Box 1479, Port Angeles, WA 98362 14 01 100 14 01 115 14.01.100 Violations and Penalties. Any person, firm, or corporation, violating any of the provisions of any of the construction codes of the City of Port Angeles shall be deemed guilty of a separate offense for each and every day or portion thereof during which any violation of any of the provisions of any of the construction codes of the City of Port Angeles is committed, continued, or permitted. Each such offense shall be punishable by a maximum civil fine of $500 (Ord. 2552 §1 10/25/1989 14.01.110 Liability for Iniury or Damage. The construction codes of the City of Port Angeles shall not be construed to relieve from or lessen the responsibility of any person for injury or damage to person or property caused by or resulting from any defect of any nature, nor shall the City or its enforcement officers be deemed to have assumed any such liability by reason of the inspections or other actions authorized by the construction codes or any permits or certificates issued thereunder, provided that in rendering approvals based on such inspections the City's enforcement officers shall not knowingly approve any work that such enforcement officers know to be hazardous and shall not knowingly make inaccurate express assurances regarding work regulated by the construction codes to any person, which assurances cause damage or injury to such person. (Ord. 2552 §1, 10/25/1989 14.01.115 Street Standards for Lots without City Street Access. Prior to issuance of certificates of occupancy or final inspection approval for building permits for lots or parcels without established City street access, street access improvements shall be accomplished in accordance with this section A. NO CURRENT ACCESS TO LOTS (five or more dwelling units ner block). Where there is no current street access, the street that will provide access to, and front, the lots or parcels being developed shall be improved to the minimum City street improvement standards, as set forth m Chapter 16 08 PAMC, in the following circumstances: 1 The development consists of five dwelling units or more within an area fronting on City street right -of -way five hundred feet in length or less, 2. The lots or parcels being developed are under common ownership or are part of the same development scheme as determined by the City Planning Director and are being developed within a period of twenty four months or less. B NO CURRENT ACCESS TO LOTS (less than five dwelling units ner block). Where there is no current street access, the street that will provide access to, and front, the lots or parcels being developed shall be improved as a gravel access road to the standard approved by the City Engineer in the following circumstances 1 The development consists of four dwelling units or less; 2. A consent and non- protest LID agreement is entered into to provide full street improvements, as set forth in 16.08 PAMC, for the block within which the development occurs. C. CURRENT GRAVEL ACCESS. Where there is currently City maintained gravel or bituminous surfacing access as of the effective date of this ordinance as shown on Exhibit A, a consent and non protest LID agreement shall be entered into to provide full street improvements, as set forth in Chapter 16 08 PAMC, for the block within which the development occurs. D NO CURRENT GRAVEL ACCESS FOR SINGLE FAMILY RESIDENCES. Where there is no current gravel access for a single lot being developed for a single- family residence independent of any other development, a consent and non protest LID agreement shall be entered into to provide a gravel access road to the standard approved by the City Engineer for the block within which the development occurs. (Ord. 2768, 7/30/1993) 1/2011 14 4 16 08 070 B SUBDIVISION IMPROVEMENTS REOUIRED All street and utility improvements must be designed to comply with the current APWA standards and as specified by the City Engineer and with the Comprehensive Plan, the Urban Services Ordinance, and the Urban Services Standards and Guidelines promulgated consistent with and pursuant to PAMC 18.08.040 and 18 08.130 Plans and specifications for street and utility improvements must be approved by the City Engineer prior to the beginning of construction. Minimum improvements shall be as follows. C STREETS. 1 The entire right -of way shall be cleared and grubbed of all objectionable materials. Trees approved by the City for preservation shall be identified. 2. Streets shall be graded and improved with paving, curbs and gutters, drainage and sidewalks according to the approved plans and roadway section. 3 Street lights shall be installed as specified by the City Engineer 4 Street name signs shall be provided and Installed by the City at cost to the developer 5 Permanent monuments shall be installed and each lot shall be staked. D UTILITIES. A water distribution system, storm drainage system, electrical distribution system and a sanitary sewage disposal system shall be designed and installed in accordance with the Comprehensive Plan, the Urban Services Ordinance, and the Urban Services Standards and Guidelines promulgated consistent with and pursuant to PAMC 18 08.040 and 18.08.130 E. PARKS Parks and recreation shall be provided consistent with the Comprehensive Plan, the Urban Services Ordinance, and the Urban Services Standards and Guidelines promulgated consistent with and pursuant to PAMC 18.08.040 and 18 08.130 F STREETSCAPE IMPROVEMENTS. 1 Street Trees Street trees shall be planted within a planting strip in the right -of -way of arterial streets. Proposed locations and species to be used shall be submitted for review and approval by the City The City can assist the subdivider in location of trees and species to use under varying conditions. Street trees are a protection against excessive heat and glare, enhance the attractiveness and value of abutting property and reduce the amount of stormwater runoff. G. REOUIRED DATA FOR APPROVAL OF FINAL PLAT The final plat shall be an eighteen (18) inch by twenty -four (24) inch permanent reproducible, and shall be at a scale of not less than two hundred (200) feet to one (1) inch. A reduced copy no larger than 11" x 17" shall be submitted with the final prints. For large subdivisions, the plat may be on several sheets, accompanied by an index sheet showing the entire subdivision. The final plat shall be accompanied by a report containing accurate square footage and dimensions ofeach lot and block and the coordinates of each monument; a title report; and shall include a warranty that all assessments in favor of the City have been paid. The final plat and survey shall be based on the Washington Coordinate System, North Zone, as adopted by the City The final plat shall show the following: 1 A minimum of two permanent plat control monuments with coordinates, to which all dimensions, bearings, azimuths and similar data on the plat shall be referred. 2 Permanent monuments at all corners. 3 Subdivision boundary lines, right -of way lines, easements, lot lines with accurate dimensions, hearings or azimuths, radii, central angles, and lengths of all curves. 4 Name and right -of -way width of each street. Any street not dedicated to the public must be so marked on the face of the plat (RCW 58.17 165) 5 Location, dimensions and purpose of all easements. 6 Identification of each lot and block with addresses shown on the lots. 8/2009 16 20 16 08.070 16 08.090 7 The required building setbacks and any existing buildings and /or major structures shall be shown for each proposed lot as well as their distances from property lines. 8 Purpose for which sites, other than residential, are dedicated to the public or reserved for future development. 9 The required building setbacks on each proposed lot. 10 Location and description of all monuments. 11 The title under which the subdivision is to be recorded, true north and grid north arrows, scale, and legend. 12. Legal description of the land to be platted, 13 The legal description of the proposed lots 14 Certification by registered land surveyor as to the accuracy of plat and survey 15 Certificate by owner(s) containing the legal description of the land to be platted and dedicating roads, rights -of -way, easements and any sites for public purposes. 16 Certification of approval by (a) the Planning Commission, (b) Director of Public Works and Utilities; (c) Health Department (when required), (d) City Council, (e) City Manager, City Clerk, Fire Chief, Community and Economic Development Director and City Attorney 17 Certification by the County Treasurer that all state and county taxes Levied against the land to be subdivided have been paid in full. 18 Certification of filing by County Auditor 19 If improvements are to be deferred rather than actually installed prior to final plat approval, the plat shall show a notation as follows: "No occupancy of dwelling units will be allowed until all roadway and utility improvements have been completed and approved by the City Engineer (Ord. 3122 §2 (part), 9/27/2002, Ord. 3042 §2 (part) 1/28/2000- Ord. 2948 §3 (part) 2/14/1997 Ord. 2909 §3 3/29/1996, Ord. 2880 §2, 8/25/1995, Ord. 2743 §3, 1/29/1993, Ord. 2045 §1, 10/27/1979. Ord 1966 §2, 4/29/1978, Ord. 1631 §6, 11/14/1967 16.08.080 Variances and Modifications. Where the City finds that extraordinary hardship may result from strict compliance with these Regulations, it may vary the Regulations so that substantial justice may be done and the public interest secured, provided that such variance will not have the effect of nullifying the intent and purpose of the Comprehensive Plan or these Regulations The standards and requirements of these Regulations may be modified by the City through a Planned Residential Development which in the judgment of the Commission or the Council will provide adequate public spaces and improvements for the circulation, recreation, light, air and service needs of the tract when fully developed and populated, and which also will provide such covenants or other legal provisions as will assure conformity with and achievement of the plan. In granting variances and modifications, the City may require such conditions as, in its judgment, will secure substantially the objectives of the standards or requirements so varied or modified (Ord 3122 §2 (part), 9/27/2002, Ord. 2880 §2, 8/25/1995 Ord. 1631 §7 11/14/1967 16.08.090 VaIidity Should any section, subsection, paragraph, sentence, clause orphrase of these Regulations be declared unconstitutional or invalid for any reason, such decision shall not affect the validity of the remaining portions of these Regulations. (Ord 2880 §2, 8/25/1995, Ord. 1631 §8, 11/14/1967 16 21 8/2009 16.08.095 16 08.110 16.08.095 Agreements to Transfer Land Conditioned on Final Plat Approval Authorized. If performance of an offer or agreement to sell, lease, or otherwise transfer a lot, tract, or parcel of land following preliminary plat approval is expressly conditioned on the recording of the final plat containing the lot, tract, or parcel under this Chapter, the offer or agreement is not subject to PAMC 16.08.100 and does not violate any provision of this Chapter All payments on account of an offer or agreement conditioned as provided in this Section shall be deposited in an escrow or other regulated trust account and no disbursement to sellers shall be permitted until the final plat is recorded. (Ord. 3122 §2 (part), 9/27/2002) 16.08.100 Enforcement and Penalties. Within any twelve -month period of time, any person, firm or corporation that has platted, subdivided or divided any parcel of land or property in two (2) or more lots or tracts, each of which is five (5) acres or less in area, for the purpose of providing building sites, and has failed to comply with the provisions of these Regulations, shall be subject to a fine not to exceed one hundred ($100 00) dollars for each lot or tract, or imprisonment in jail for a period not to exceed thirty (30) days, or both. Any person, firm or corporation who agrees to transfer, sell or option to sell any lot or tract by reference to aplat or map of a subdivision or division, before such plat has been filed for record in the office of the County Auditor shall pay a penalty of one hundred ($100 00) dollars for each lot or tract transferred, sold, or optioned to be sold. Description of such lots or tracts by metes and bounds in the instrument of transfer shall not exempt the transaction from such penalty The Community and Economic Development Department shall refer violations to the City Attorney for appropriate action to enforce these penalties. (Ord. 3122 §2 (part), 9/27/2002, Ord. 2880 §2, 8/25/1995 Ord. 1631 §9 11/14/1967 16.08.110 Plat Occupancy If the developer of a plat elects to assign savings or provide other security or trust approved by the City and thereby assure that the installation of the required improvements for final plat approval will be done to the satisfaction and approval of the City Engineer, building permits for the construction of houses within the plat will be issued to the developer subject to the following conditions. 1 The final plat must have received all required approvals and be recorded with the County Auditor 2. No occupancy of any dwelling units will be allowed until all street and utility improvements have been completed and approved by the City Engineer (Ord. 3122 §2 (part), 9/27/2002, Ord. 2880 §2, 8/25/1995 Ord. 1966 §1 4/29/1978 8/2009 16 22 CERTI C ►T {E OF OCCUPANCY C it y of Port Angeles_ £Building .s ;Division This certificate is issued requirements of Section 111 of the 20 Building Code certifying that at the t of is „structure was in compliance tt with the various ordinances of the City n i.,• ci or 4 g- s. M t regulating building c o 'truedpnf or use or tlie'' o ow t'u sA aloney Heights 4Owner• Serenity House of `Cla lam County) R11, 18th St' .)n f 'A' Business name Business address Property owner Habitat For H nflanity. of ClallarifCoun Property owner s address PO Box 1479 Port �.Angeles; Automatic fire sprinklersystem. Per IBC., .,.,n Use occupancy classifeation. 28 UnittApartrnent :Complex" Occupant load. Building permit number,, Type of construction. 12 -06 -10 Date Post on the premises in a conspicuous place. This certificatii all not be removed except by the Building Official. C (r �1 1Z -O7- to i e- (12/6/2010) LW idaPangrle C of O for Maloney Heights- Tm From: To: Date Subject Attachments: Hi John Linda Pangrle Permit Technician City of Port Angeles 321 E 5th St Port Angeles WA 98362 360 417 -4815 360 417 -4711 FAX Ipangrle @cityofpa us Linda Pangrle john @corstonellc corn 12/6/2010 4.54 PM C of 0 for Maloney Heights C of 0 for Maloney Heights pdf Per your request attached is a copy of the C of 0 for Maloney Heights (Ylai 1 C of c0P Se I t. -Y 1 i4y Rouse efC(a.11a 1 Pe Box 40L'7 wA 6123,6 4 o k y 5 rand v, €4) Ls mail a Cory of race, j+ e COr►'ilu.ctoY Toh Coirs lk cu,, 42-5- 87o --Sg Page 1; ID 1(12/6/201 Linda Pangrle RE. Fencing at Maloney Heights From To Date Subject: CC Sounds good Sue Thanks Maitland From Sue Roberds [mailto Sroberds @cityofpa.us] Sent: Monday December 06 2010 4 45 PM To Maitland Peet Cc: James Lierly Linda Pangrle Nathan West Subject: RE. Fencing at Maloney Heights Maitland We can go ahead and final the apartment structure but would feel much more comfortable having information as to who will be responsible for the fencing and when it will be installed in the file Both parties are responsible entities in this matter and we believe the work will be done but I agree that a written agreement will tighten up the issue and avoid any confusion in the end On that note we will issue the C of 0 with the expectation that a written agreement will follow shortly Thank you for your quick response Maitland Peet <Executive @habitatclallam org> Sue Roberds Sroberds @cityofpa.us> 12/6/2010 4 47 PM RE. Fencing at Maloney Heights James Lierly <Jlierly @cityofpa.us> Linda Pangrle <Lpangrle @cityofpa.us> Brad and I will work up the written agreement. Sue Roberds Planning Manager City of Port Angeles WA (360) 417 -4750 sroberds @cityofpa.us <mailto sroberds @cityofpa.us> Page 1 PREPARED 12/02/10 8 18 51 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/02/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 9/07/10 AP September 1 2010 3 55 06 PM 1pangrle JOHN 425 870 5894 INSULATION September 7 2010 4 40 02 PM jlierly FFNL 01 11/18/10 KDD FIRE FINAL 11/18/10 AP November 18 2010 2 35 16 PM kdubuc fire final November 18 2010 2 48 28 PM kdubuc fire final PW99 01 11/24/10 RV PUBLIC WORKS FINAL 11/24/10 AP BL99 01 11/29/10 JLL BLDG FINAL TIME 03 00 11/30/10 DA November 23 2010 4 50 14 PM 1pangrle JOHN 425 870.5894 BUILDING FINAL HE REQUESTED A 3 OOPM INSPECTION SCOTT JOHNS IS SUPPOSED TO INSPECT THE LANDSCAPE AT THAT TIME TOO November 30 2010 9 26 34 AM jlierly Finish installing ADA grab bars in A units and install final exterior doors (3 JLL BL99 02 12/02/10 BLDG FINAL `TIME 01 15 _A.1 .AI� V November 30 2010 3 05 28 PM 1pangrle JOHN 425 870;5894 BUILDING FINAL 1 15 PM1INSPECTION PLEASE SCOTT JOHNS IS SCHEDULED TO DO THE FINAL LANDSCAPE INSPECTION AT 1 15 PM TOO COMMENTS AND NOTES PREPARED 12/02/10 8 18 51 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/02/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 9/07/10 AP September 1 2010 3 55 06 PM 1pangrle JOHN 425 870 5894 INSULATION September 7 2010 4 40 02 PM jlierly FFNL 01 11/18/10 KDD FIRE FINAL 11/18/10 AP November 18 2010 2 35 16 PM kdubuc fire final November 18 2010 2 48 28 PM kdubuc fire final PW99 01 11/24/10 RV PUBLIC WORKS FINAL 11/24/10 AP BL99 01 11/29/10 JLL BLDG FINAL TIME 03 00 11/30/10 DA November 23 2010 4 50 14 PM 1pangrle JOHN 425 870 5894 BUILDING FINAL HE REQUESTED A 3 OOPM INSPECTION SCOTT JOHNS IS SUPPOSED TO INSPECT THE LANDSCAPE AT THAT TIME TOO November 30 2010 9 26 34 AM jlierly Finish installing ADA grab bars in A units and install final exterior doors (3 JLL BL99 02 12/ /12/10 .]�,L BLDG FINAL TIME 01 15 November 30 2010 3 05 28 PM 1pangrle JOHN 425 870 5894 BUILDING FINAL 1 15 PM INSPECTION, PLEASE SCOTT JOHNS IS SCHEDULED TO DO THE FINAL LANDSCAPE INSPECTION AT 1 15 PM TOO COMMENTS AND NOTES PREPARED 11/29/10 8 22 00 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC OWNER HABITAT FOR HUMANITY OF PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED TYP /SQ COMPLETED 9/07/10 AP FFNL 01 11/18/10 KDD 11/18/10 AP PW99 01 11/24/10 11/24/10 BL99 01 11/29/10 INSP DESCRIPTION RESULT RESULTS /COMMENTS INSPECTOR JAMES LIERLY SUBDIV PHONE (360) 862 8316 PHONE (360) 681 6780 September 1 2010 3 55 06 PM 1pangrle JOHN 425 870 5894 INSULATION September 7 2010 4 40 02 PM jlierly FIRE FINAL November 18 2010 2 35 16 PM kdubuc fire final November 18 2010 2 48 28 PM kdubuc fire final PUBLIC WORKS FINAL PAGE 5 DATE 11/29/10 BLDG FINAL TIME 03 00 November 23 2010 4 50 14 PM 1pangrle JOHN 425 870 5894 BUILDING FINAL HE REQUESTED A 3 OOPM INSPECTION SCOTT JOHNS IS SUPPOSED TO INSPECT THE LANDSCAPE AT THAT TIME TOO COMMENTS AND NOTES 9 -C4 3- 0° .)c)(\ o n s �S wt —(fi me:46°-- CED, INC SLMN 0564 PAGE 1 4503 AUTO CENTER WAY INSLMN 0052 QUOTE 1006905 BREMERTON WA 98312 BY ED DATE 11/29/10 PH 360- 377 -8585 FAX 373 -5065 FOB SHIP POINT REV 000 CONTACT FRT REV DATE 11/29/10 QUOTE FOR CUS 51 -16382 CASCADE ELECTRIC MALONEY HEIGHTS 9383 MIAMI BEACH RD SEABECK WA 98380 USA LN QTY MFR CATALOG DESCRIPTION 001 6 CPL FBP140X FLUOR BATT PACK CUS PO JOB NAME **x PRICE PER EXT AMT 57 76 E 346 56 TOTAL 346 56 ca,Ie Case t c— h I s t 1U Y J R; a Ou✓r.Q s 3L& g C2-<- 4< d 6618 oN 03D Wd9S ll 0[06 86 "N DATE PERMIT e� 1ZL110 —0 51 6 ELECTRICAL INSPECTION WIRING REPORT 417 -4735 INSPECTOR OWNER/CONTRACTOR D 2� I IV ADDRESS Z t.\ lR APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: GoiaTh 2. r..I ZI y gv-r too/4mA. u_ z,9 Eel f_y2. 1_f°4 1 t'4 S ez_5 I sal !0Li a`r GOO f2.K M -i par o-r GTc o ,rC /Oh A1Z L fij T D-t lit A-t er eva 1Z C 1 v v' n wort NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE u 2, t o re_ 'fz4P� c vre_tz F 4u, z 7Z P t� 5� PREPARED 9/30/10 8 54 42 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/30/10 ADDRESS 2321 W 18TH ST SUBDIV TENANT NBR SERENITY HOUSE OF CLALLAM CONTRACTOR ANGELES PLUMBING INC PHONE (360) 452 8525 OWNER SERENITY HOUSE OF CLALLAM PHONE PARCEL 06 30 99 1 1 0210 0000 APPL NUMBER 10 00001086 PLUMBING PERMIT PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 9/30/10 V ors PLUMBING FINAL September 28 2010 4 33 05 PM 1pangrle DALE 452 8525 PLUMBING FINAL WATER HEATER COMMENTS PAID NOTES e 'Q/**1/4-11.../Yits. -4—t& 47&/-,-,,_ w o I f LI GrJ Application Number 10 00000845 Application pin number 582540 Property Address 2311 W 18TH ST ASSESSOR PARCEL NUMBER 06 30 99 1 1 0225 0.000 Tenant nbr name MALONEY HEIGHTS Application type description FIRE ALARM SYSTEM Subdivision Name Property Use Property Zoning RESIDENTIAL MEDIUM DENSTY Application valuation 5800 Application desc FIRE ALARM SYSTEM Owner HABITAT FOR HUMANITY CL PO BOX 1479 PORT ANGELES (360) 681 6780 Permit FIRE ALARM SYSTEM Additional desc FIRE ALARM SYSTEM Permit pin number 171249 Permit Fee 15000 Issue Date 9/23/10 Expiration Date 3/22/11 Fee summary Qty 1 00 1 '00 WA 98362 Unit Charge Per 100 0000 ECH 50 0,000 ECH COUNTY CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5' Street, Port Angeles, WA 98362 Contractor Date 9/23/10 CASCADE ELECTRIC INC 9383 MIAMI BEACH 'ROAD SEABECK WA 98380 (360) -830 5825 Plan Check Fee 00 Valuation 0 Extension- *ERROR* 100 00 FIRE ALARM PLAN REVIEW 50 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers .A full acceptance test will be required for the fire alarm system Charged Paid Credited Permit Fee Total 150 00 150 00 00 Plan Check Total 00 00 00 Grand Total 150 00 150 00 00 Due REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 00 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. 92 f Signt II ie of-Contractor or.AuthorizedAgent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360 -417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I Date Passed Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection /pressure test Tank (container) inspection Appliance inspection LP gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS i1 -18 -10 KF Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 cSi insulate psi psi PREPARED 9/10/10 8 16 32 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/10/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 8/18/10 JLL MECHANICAL ROUGH IN TIME 01 00 8/18/10 AP August 18 2010 8 24 24 AM 1pangrle JOHN 425 870 5894 MECHANICAL ROUGH IN HVAC VENTING AFTERNOON August 18 2010 4 10 23 PM jlierly exhaust fan ductwork second floor ok /jll ME5 01 8/25/10 JLL MECHANICAL DUCTS 8/25/10 AP August 24 2010 10 45 26 AM 1pangrle JOHN 425 870 5894 HVAC DUCTWORK August 25 2010 4 43 49 PM jlierly ME1 02 8/30/10 PB MECHANICAL ROUGH IN 8/31/10 AP August 25 2010 4 10 25 PM 1pangrle JOHN 425 870 5894 HVAC August 31 2010 11 56 05 AM pbarthol ME1 03 9/01/10 JLL MECHANICAL ROUGH IN TIME 04 00 9/01/10 AP August 31 2010 3 58 10 PM 1pangrle JOHN 425 870 5894 HVAC PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly MECHANICAL ROUGH IN September 7 2010 4 31 36 PM 1pangrle JOHN 425 870 5894 HVAC PIPE September 8 2010 4 35 00 PM jlierly ME5 02 9/10/10 eT L 1, MECHANICAL DUCTS September 9 2010 4 33 26 PM 1pangrle IN JOHN 425 870 5894 'HVAC DUCTS ME1 04 9/08/10 JLL 9/08/10 AP COMMENTS AND NOTES PREPARED 9/08/10 8 23 40 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC OWNER HABITAT FOR HUMANITY OF PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 8/18/10 JLL MECHANICAL ROUGH IN TIME 01 00 8/18/10 AP August 18 2010 8 24 24 AM 1pangrle JOHN 425 870 5894 MECHANICAL ROUGH IN "HVAC VENTING AFTERNOON August 18 2010 4 10 23 PM jlierly exhaust fan ductwork second floor ok /j11 ME5 01 8/25/10 JLL MECHANICAL DUCTS 8/25/10 AP August 24 2010 10 45 26 AM 1pangrle JOHN 425 870 5894 HVAC DUCTWORK August 25 2010 4 43 49 PM jlierly ME1 02 8/30/10 PB MECHANICAL ROUGH IN 8/31/10 AP August 25 2010 4 10 25 PM 1pangrle JOHN 425 870 5894 HVAC August 31 2010 11 56 05 AM pbarthol ME1 03 9/01/10 JLL MECHANICAL ROUGH IN TIME 04 00 9/01/10 AP August 31 2010 3 58 10 PM 1pangrle JOHN 425 870 5894 HVAC PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly MECHANICAL ROUGH IN September 7 2010 4 31 36 PM 1pangrle JOHN 425 870 5894 'HVAC PIPE ME1 04 9/08/10 SUBDIV COMMENTS AND NOTES PHONE (360) 862 8316 PHONE (360) 681 6780 PAGE 5 DATE 9/08/10 Face FidAJ-- PREPARED 9/07/10 8 53 20 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/07/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDR 01 8/25/10 JLL BLDG DRYWALL IBWP 8/25/10 AP August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER August 25 2010 4 43 49 PM jlierly BLI 04 8/25/10 JLL BLDG INSULATION 8/25/10 AP August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION August 25 2010 4 43 49 PM jlierly BLI 05 8/26/10 JLL BLDG INSULATION TIME 01 00 8/26/10 AP August 25 2010 4 07 39 PM 1pangrle JOHN 425 870 5894 INSULATION EARLY AFTERNOON August 26 2010 4 49 19 PM jlierly BL3 06 8/27/10 JLL BLDG FRAMING TIME 09 00 8/27/10 AP August 25 2010 4 09 01 PM 1pangrle JOHN 425 870 5894 FRAMING MORNING August 27 2010 4 39 20 PM jlierly BLI 06 8/30/10 PB BLDG INSULATION 8/31/10 AP August 25 2010 4 09 43 PM 1pangrle JOHN 425 870 5894 INSULATION August 31 2010 11 56 05 AM pbarthol BFS 02 9/01/10 JLL BLDG FIRE STOP INSP TIME 04 00 9/01/10 AP August 31 2010 3 57 27 PM 1pangrle JOHN 425 870 5894 FIRE STOP PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly BL3 07 9/01/10 JLL BLDG FRAMING TIME 04 00 9/01/10 AP August 31 2010 3 56 41 PM 1pangrle JOHN 425 870 5894 FRAMING PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly BLI 07 9/02/10 INSULATION TIME 01 00 L\ September 1 2010 3 54 06 PM 1pangrle JOHN 425 870 5894 INSULATION AFTERNOON BLI 08 9/07/10 BLDG INSULATION September 1 2010 3 55 06 PM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 9/02/10 8 20 34 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/02/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDR 01 8/25/10 JLL BLDG DRYWALL IBWP 8/25/10 AP August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER August 25 2010 4 43 49 PM jlierly BLI 04 8/25/10 JLL BLDG INSULATION 8/25/10 AP August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION August 25 2010 4 43 49 PM jlierly BLI 05 8/26/10 JLL BLDG INSULATION TIME 01 00 8/26/10 AP August 25 2010 4 07 39 PM 1pangrle JOHN 425 870 5894 INSULATION EARLY AFTERNOON August 26 2010 4 49 19 PM jlierly BL3 06 8/27/10 JLL BLDG FRAMING TIME 09 00 8/27/10 AP August 25 2010 4 09 01 PM 1pangrle JOHN 425 870 5894 FRAMING MORNING August 27 2010 4 39 20 PM jlierly BLI 06 8/30/10 PB BLDG INSULATION 8/31/10 AP August 25 2010 4 09 43 PM 1pangrle JOHN 425 870 5894 INSULATION August 31 2010 11 56 05 AM pbarthol BPS 02 9/01/10 JLL BLDG FIRE STOP INSP TIME 04 00 9/01/10 AP August 31 2010 3 57 27 PM 1pangrle JOHN 425 870 5894 FIRE STOP PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly BL3 07 9/01/10 JLL BLDG FRAMING TIME 04 00 9/01/10 AP August 31 2010 3 56 41 PM 1pangrle JOHN 425 870 5894 FRAMING PLEASE INSPECT AT 4 00 PM September 1 2010 4 54 49 PM jlierly BLI 07 9/02/10 L BLDG INSULATION TIME 01 00 S. September 1 2010 3 54 06 PM 1pangrle l JOHN 425 870 5894 INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 9/01/10 8 15 40 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/01/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS AFTERNOON August 18 2010 4 10 23 PM jlierly exhaust fan ductwork second floor ok /j11 ME5 01 8/25/10 JLL MECHANICAL DUCTS 8/25/10 AP August 24 2010 10 45 26 AM 1pangrle JOHN 425 870 5894 HVAC DUCTWORK August 25 2010 4 43 49 PM jlierly ME1 02 8/30/10 PB MECHANICAL ROUGH IN 8/31/10 AP August 25 2010 4 10 25 PM 1pangrle JOHN 425 870 5894 HVAC August 31 2010 11 56 05 AM pbarthol ME1 03 9/01/10 JLL MECHANICAL ROUGH IN TIME 04 00 August 31 2010 3 58 10 PM 1pangrle JOHN 425 870 5894 HVAC PLEASE INSPECT AT 4 00 PM COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 3 t stats Owner HABITAT FOR HUMANITY CL COUNTY PO BOX 1479 PORT ANGELES WA 98362 (360) 681 6 Permit Additional Permit pin Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 3 00 desc number Per 95 5000 ECH 56 0000 ECH 10 00000907 954740 2311 W 18TH ST 06 30 99 1 1 0225 0000 ELECTRICAL ONLY ELECTRICAL NEW COMMERICAL EACH ADDITIONAL 1500 $5 00 172411 318 50 Plan Check Fee 00 9/01/10 Valuation 0 2/28/11 BASE FEE EL ADDNT LIMITED 1500 SQ FT EL LVT THERMOSTAT Special Notes and Comments August 23 2010 2 17 54 PM Brian 417 4708 Fee summary Permit Fee Total Plan Check Total Grand Total Charged 318 50 00 318 50 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 RESIDENTIAL MEDIUM DENSTY 0 Paid INSPECTION TYPE DATE. DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X 318 50 00 318 50 Contractor CASCADE ELECTRIC INC 9383 MIAMI BEACH ROAD SEABECK WA 98380 (360) 830 5825 06 2 q1) 8100 OK Credited 00 00 00 Date 9/01/10 Due RESULTS q/2 110 rb G Extension 55 00 95 50 168 00 00 00 00 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date PREPARED 8/30/10 9 06 51 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/30/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDR 01 8/25/10 JLL BLDG DRYWALL IBWP 8/25/10 AP August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER August 25 2010 4 43 49 PM jlierly BLI 04 8/25/10 JLL BLDG INSULATION 8/25/10 AP August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION August 25 2010 4 43 49 PM jlierly BLI 05 8/26/10 JLL BLDG INSULATION TIME 01 00 8/26/10 AP August 25 2010 4 07 39 PM 1pangrle JOHN 425 870 5894 INSULATION EARLY AFTERNOON August 26 2010 4 49 19 PM jlierly BL3 06 8/27/10 JLL BLDG FRAMING TIME 09 00 8/27/10 AP August 25 2010 4 09 01 PM 1pangrle JOHN 425 870 5894 FRAMING MORNING August 27 2010 4 39 20 PM jlierly BLI 06 8/ 0/10 JLL BLDG INSULATION August 25 2010 4 09 43 PM 1pangrle JOHN 425 870 5894 INSULATION PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 8/18/10 JLL MECHANICAL ROUGH IN TIME 01 00 8/18/10 AP August 18 2010 8 24 24 AM 1pangrle JOHN 425 870 5894 MECHANICAL ROUGH IN HVAC VENTING AFTERNOON August 18 2010 4 10 23 PM jlierly exhaust fan ductwork second floor ok /jll ME5 01 8/25/10 JLL MECHANICAL DUCTS 8/25/10 AP August 24 2010 10 45 26 AM 1pangrle JOHN 425 870 5894 HVAC DUCTWORK August 25 2010 4 43 49 PM jlierly ME1 02 8/30 JLL MECHANICAL ROUGH IN August 25 2010 4 10 25 PM 1pangrle JOHN 425 870 5894 CONTINUED ONTO NEXT PAGE Ay PREPARED 8/27/10 8 06 54 CITY OF PORT ANGELES ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC OWNER HABITAT FOR HUMANITY OF PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED TYP /SQ COMPLETED BLDR 01 8/25/10 8/25/10 BLI 04 8/25/10 8/25/10 BLI 05 8/26/10 8/26/10 BL3 06 8/27/10 INSP DESCRIPTION RESULT RESULTS /COMMENTS JLL AP JLL AP JLL AP INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE COMMENTS AND NOTES (360) 862 8316 (360) 681 6780 BLDG DRYWALL IBWP August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER August 25 2010 4 43 49 PM jlierly BLDG INSULATION August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION August 25 2010 4 43 49 PM jlierly BLDG INSULATION TIME 01 00 August 25 2010 4 07 39 PM 1pangrle JOHN 425 870 5894 INSULATION EARLY AFTERNOON August 26 2010 4 49 19 PM jlierly BLDG FRAMING TIME 09 00 August 25 2010 4 09 01 PM 1pangrle JOHN 425 870 5894 FRAMING MORNING tIL‘ 013 oxD Pt (1-S a7A__ PAGE 6 DATE 8/27/10 PREPARED 8/26/10 8 25 38 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/26/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLDR 01 8/25/10 JLL 8/25/10 AP BLI 04 8/25/10 JLL 8/25/10 AP BLI 05 8/26/10 BLDG DRYWALL IBWP August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER August 25 2010 4 43 49 PM jlierly BLDG INSULATION August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION August 25 2010 4 43 49 PM jlierly BLDG INSULATION TIME 01 00 August 25 2010 4 07 39 PM 1pangrle JOHN 425 870 5894 INSULATION EARLY AFTERNOON COMMENTS AND NOTES v\60Y1 PREPARED 8/25/10 8 25 43 INSPECTION TICKET PAGE 12 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/25/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS I 8/ JL BLDG DRYWALL IBWP BLDR 01 August 24 2010 10 44 14 AM 1pangrle JOHN 425 870 5894 SHEETROCK DOUBLE LAYER BLI 04 8/25/10 BLDG INSULATION PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS August 23 2010 4 53 30 PM 1pangrle JOHN 425 870 5894 INSULATION ME1 01 8/18/10 JLL MECHANICAL ROUGH IN TIME 01 00 8/18/10 AP August 18 2010 8 24 24 AM 1pangrle JOHN 425 870 5894 MECHANICAL ROUGH IN 'HVAC VENTING AFTERNOON August 18 2010 4 10 23 PM jlierly exhaust fan ductwork second floor ok /jll ME5 01 8/25/10 J.L MECHANICAL DUCTS August 24 2010 10 45 26 AM 1pangrle Li JOHN 425 870 5894 HVAC DUCTWORK COMMENTS AND NOTES PREPARED 8/23/10 11 08 10 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/23/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS inspection ill BL4 01 8/18/10 JLL BLDG FIREWALL TIME 09 00 8/18/10 DA August 18 2010 8 21 42 AM 1pangrle JOHN 425 870 5894 1ST LAYER SHEETROCK (FIRE WALL) MORNING August 18 2010 4 14 14 PM jlierly BL3 04 8/19/10 JLL BLDG FRAMING TIME 01 00 8/19/10 AP August 18 2010 3 28 24 PM 1pangrle JOHN 425 870 5894 FRAMING FOR THE SECOND FLOOR AFTERNOON August 19 2010 4 39 24 PM jlierly BL4 03 8/19/10 JLL BLDG FIREWALL TIME 01 00 8/19/10 AP August 18 2010 3 27 07 PM 1pangrle JOHN 425 870 5894 FIRST LAYER OF SHEETROCK FOR THE SOFFITS (FIRE WALL) AFTERNOON August 19 2010 4 39 24 PM jlierly BFS 01 8/23/10 JLL BLDG BLDG FIRE STOP INSP August 23 2010 11 07 09 AM 1pangrle G JOHN 425 870 5894 FIRESTOP BLI 02 8/23/10 JLL BLDG INSULATION TIME 01 00 August 20, 201.03_ ,15 .5-8._PM 1pangrle L,UHN 425 870 5894 PARTIAL INSULATION AFTERNOON BL3 05 8/23/10 JLL BLDG FRAMING TIME 01 00 August 2 1 _.2.011L 17.04 PM 1pangrle OEN' 425 870 5894 PARTIAL FRAMING AFTERNOON COMMENTS AND NOTES HOLADAY PARKS Fax 2062488700 CITY OF PORT ANGELES PERMIT APPLICATION Budding Division /Electrical Inspections 321 East Fifth Street P O. Box 11501 Port Angeles Washington, 98362 Ph. (360) 417 -4735 Fax: (360) 417 4711 Date: F./.2 1/10 1 Sin amily Dwelling Multi Family or Commercial' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 2311 Ar Building Square Footage: 7 Z30 44- Description of above i, I 7 c��� U Owne( Informatiorj f� /J Name: ^a►.q a v •e.t e1 Malin Address: '22.03 Ytf c.** Cr State: 1.04- Zip: 9331 2 Phone: Fax: License Exp. Item Service/Feeder 200 Amp Service/Feeder 201 -400 Amp. Service/Feeder 401-600 Amp Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp Temp. Service/Feeder 201-400 Amp. Temp. Service/Feeder 401 -600 Amp. Temp. Service /Feeder 601 -1000 Amp Portal to Portal Hourly Sign/Outline Lighting Signal Circuitt Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi-Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY, First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Signature of owner electrical contractor or electrical administrator X Unit Charge 119.90 145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 $110.30 148.70 167.90 95.90 68.20 95.90 63.90 63.90 $119.90 $102.30 56.00 $110.30 35.20 73.50 110.30 —0.0 2 Dated; gl,2 4 JJJ RECITO Aug 23 2010 01 dlpm P002 POR 44 PLUG 2 3 N 19 ELECTRICAL INSPECTIONS ,X Commercial Addition Alteration Remodel Repair* Contractor Information CRS CM `EL lC., Name: Mailing Ad ress: 1 J 3 A City: -o a State: re)A Zip: 99 /64' Phone: 4707 Fax: =a4 2 g 7aa License #1 Exp. tfo1..4 A P1 37 9 !V0 1/20i1 Cash l Check Credit Card 1i 01/01/2010 Total Qty Multiplied by Unit Charge) S a ro Total 3 18 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.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. PREPARED 8/23/10 8 10 58 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/23/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS inspection j11 BL4 01 8/18/10 JLL BLDG FIREWALL TIME 09 00 8/18/10 DA August 18 2010 8 21 42 AM 1pangrle JOHN 425 870 5894 1ST LAYER SHEETROCK (FIRE WALL) MORNING August 18 2010 4 14 14 PM jlierly BL3 04 8/19/10 JLL BLDG FRAMING TIME 01 00 8/19/10 AP August 18 2010 3 28 24 PM 1pangrle JOHN 425 870 5894 FRAMING FOR THE SECOND FLOOR AFTERNOON August 19 2010 4 39 24 PM jlierly BL4 03 8/19_/10 JLL BLDG FIREWALL TIME 01 00 8/19/10 AP August 18 2010 3 27 07 PM 1pangrle JOHN 425 870 5894 FIRST LAYER OF SHEETROCK FOR THE SOFFITS (FIRE WALL) AFTERNOON August 19 2010 4 39 24 PM jlierly BLI 02 8/23/10 JLL BLDG INSULATION TIME O1 00 August 20 2010 3 15 58 PM 1pangrle JOHN 425 870 5894 U itiz y PARTIAL INSULATION AFTERNOON BL3 05 8/23/10 JLL /�Lf BLDG FRAMING TIME 01 00 Lee'_ Y August 20 2010 3 17 04 PM 1pangrle p C /L A ffA JOHN 425 870 5894 sc.v PARTIAL FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 8/24/10 8 10 21 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/24/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS inspection jll BL4 01 8/18/10 JLL BLDG FIREWALL TIME 09 00 8/18/10 DA August 18 2010 8 21 42 AM 1pangrle JOHN 425 870 5894 1ST LAYER SHEETROCK (FIRE WALL) MORNING August 18 2010 4 14 14 PM jlierly BL3 04 8/19/10 JLL BLDG FRAMING TIME 01 00 8/19/10 AP August 18 2010 3 28 24 PM 1pangrle JOHN 425 870 5894 FRAMING FOR THE SECOND FLOOR AFTERNOON August 19 2010 4 39 24 PM jlierly BL4 03 8/19/10 JLL BLDG FIREWALL TIME 01 00 8/19/10 AP August 18 2010 3 27 07 PM 1pangrle JOHN 425 870 5894 FIRST LAYER OF SHEETROCK FOR THE SOFFITS (FIRE WALL) AFTERNOON August 19 2010 4 39 24 PM jlierly 10 J BLDG FIRE STOP INSP BFS 01 August 23 2010 11 07 09 AM 1pangrle j JOHN 425 870 5894 FIRESTOP BLI 02 8/23/10 JLL BLDG INSULATION TIME 01 00 8/23/10 AP August 20 2010 3 15 58 PM 1pangrle JOHN 425 870 5894 PARTIAL INSULATION' AFTERNOON August 23 2010 4 51 49 PM pbarthol lid only BL3 05 8/23/10 JLL BLDG FRAMING TIME 01 00 8/23/10 AP August 20 2010 3 17 04 PM 1pangrle JOHN 425 870 5894 PARTIAL FRAMING AFTERNOON August 23 2010 4 51 24 PM pbarthol check room 211 corner framing for insulation BLI 03 8/24/10 JLL BLDG INSULATION TIME 09 00 August 23 2010 4 52 18 PM 1pangrle JOHN 425 870 5894 INSULATION MORNING INSPECTION (JOHN SAID PAT SAID TO ASK FOR A MORNING INSPECTION COMMENTS AND NOTES I INC COMMENTS' FROM: CC: SMART Mechanical Solutions HOLADAY PARKS Fax 2062488700 Aug 23 2010 01 dOpm P001 COMPANY DATE. g /23 ljd ATTENTION: FAX SUBJECT JOB NAME. 1 7») Q JOB#' JK Cl PAGES. 7 PHONE t (206) 248 -9700 FAX (206) 248 -8700 Seattle, WA 206.248.9700 HOLADAYPARVS.com I .Fairbanks, AK 907 452.7151 If you do not receive all pages, please call immediately Fax PREPARED 8/19/10 8 20 13 CITY OF PORT ANGELES ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 81 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY REQUESTED INSP TYP /SQ COMPLETED RESULT BL4 01 8/18/10 JLL 8/18/10 DA BL3 04 8/19/10 JLL BL4 03 8/19/10 JLL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 6/01/10 JLL 6/30/10 AP PBF 01 8/02/10 RB 8/02/10 AP PL2 01 8/04/10 JLL 8/04/10 AP PL2 02 8/10/10 PB 8/11/10 AP PL2 03 8/19/10 JLL DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY inspection jll BLDG FIREWALL TIME 09 00 August 18 2010 8 21 42 AM 1pangrle JOHN 425 870 5894 1ST LAYER SHEETROCK (FIRE WALL) MORNING August 18 2010 4 14 14 PM jlierly BLDG FRAMING TIME 01 00 f l l /a August 18 2010 3 28 24 PM 1pangrle e,f° d� JOHN 425 870 5894 0 FRAMING FOR THE SECOND FLOOR AFTERNOON BLDG FIREWALL TIME 01 00 August 18 2010 3 27 07 PM 1pangrle JOHN 425 870 5894 FIRST LAYER OF SHEETROCK FOR THE SOFFITS (FIRE WALL) AFTERNOON PLUMBING UNDER SLAB TIME 04 00 May 28 2010 3 25 26 PM 1pangrle JOHN 425 870 5894 UNDERGROUND PLUMBING HE REQUESTED A LATE AFTERNOON INSPECTION June 30 2010 9 12 18 AM jlierly PLUMBING BACK FLOW DEVICE August 6 2010 2 35 05 PM 1pangrle PLUMBING BACKFLOW DEVICE DOMESTIC PREMISE August 6 2010 2 35 51 PM 1pangrle PLUMBING ROUGH IN August 3 2010 2 24 02 PM 1pangrle JOHN 425 870 5894 ROUGH IN PLUMBING August 4 2010 4 40 14 PM jlierly PLUMBING ROUGH IN August 9 2010 1 13 31 PM 1pangrle JOHN 425 870 5894 ROUGH IN PLUMBING August 11 2010 8 31 26 AM pbarthol PLUMBING ROUGH IN TIME 09 00 August 18 2010 3 25 09 PM 1pangrle JOHN 425 870 5894 PLUMBING ROUGH IN (PLUMBING FOR TUBS) CONTINUED ONTO NEXT PAGE PAGE 5 DATE 8/19/10 PREPARED 8/18/10 8 26 53 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/18/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MORNING PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 8/18/10 JpNy MECHANICAL ROUGH IN TIME 01 00 August 18 2010 8 24 24 AM 1pangrle JOHN 425 870 5894 MECHANICAL ROUGH IN HVAC VENTING AFTERNOON COMMENTS AND NOTES PREPARED 8/18/10 8 26 53 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/18/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 6/10/10 JLL BLDG FOUNDATION 6/11/10 AP June 10 2010 9 01 22 AM 1pangrle JOHN 425 870 5894 SLAB June 11 2010 8 27 13 AM jlierly BLRI 02 6/28/10 JLL BLDG REBAR INSPECTION 6/28/10 AP June 28 2010 10 34 29 AM 1pangrle JOHN 425 870 5894 REBAR FOR LIGHT POLES June 28 2010 4 31 14 PM jlierly BLRI 03 7/22/10 JLL BLDG REBAR INSPECTION TIME 09 00 7/22/10 AP July 21 2010 4 11 10 PM 1pangrle JOHN 425 870 5894 REBAR FOR THE LIGHT POLE MORNING July 22 2010 4 14 28 PM jlierly BL3 01 8/09/10 JLL BLDG FRAMING TIME 09 00 8/09/10 AP August 6 2010 11 12 54 AM 1pangrle JOHN 425 870 5894 WINDOW WRAP PRE ROCK FRAMING HE REQUESTED A MORNING INSPECTION August 9 2010 4 46 06 PM jlierly BLI 01 8 /10 /10 PB BLDG INSULATION 8 /11 /10 AP August 9 2010 1 13 11 PM 1pangrle JOHN 425 870 5894 INSULATION August 11 2010 8 31 26 AM pbarthol BL3 02 8 /10 /10 PB BLDG FRAMING 8/11/10 AP August 9 2010 1 11 58 PM 1pangrle JOHN 425 870 5894 PARTIAL FRAMING August 11 2010 8 31 26 AM pbarthol BL3 03 8/18/10 BLDG FRAMING TIME 01 00 August 18 2010 8 23 14 AM 1pangrle JOHN 425 870 5894 FRAMING FOR THE SECOND FLOOR AFTERNOON BL4 02 8/18/10 JLL BLDG FIREWALL TIME 01 00 August 18 2010 8 22 49 AM 1pangrle JOHN 425 870 5894 2ND LAYER SHEETROCK (FIRE WALL) AFTERNOON BL4 01 8/18/10 J L BLDG FIREWALL 21 8I 09 00 August 18 2010 8 21 42 AM 1pangrle JOHN 425 870 5894 1ST LAYER SHEETROCK (FIRE WALL) CONTINUED ONTO NEXT PAGE A- neir per-i coura -y vabsr{e, 1 -f Numos■ CL Couvrl-y ©68 x 1474, Port birA FIRE -RELA TED PERMIT APPLICATION q a362. Applicant 6ASO S. �Wv 'r Property Owner t w41 ni. CdaWTtl Property Owner's Address P(9 (33)' 447 Contractor /4-11#1 LTP 1L iW Contractor's Address 6 193 (h g ,q-e44 pj) s License SGSIL`�'�SN►1/ Expires PROJECT ADDRESS Project Business Name Fire Sprinkler System Check all that apply CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Fire Alarm System Check all that apply /''One addressable loop One zone Additional zones List quantity of additional zones PROJECT VALUATION (labor materials) Installing backflow protection device(s)? yes no <2 inch water line (list quantity of devices) >2 inch water line (list quantity of devices) PROJECT VALUATION (labor materials) Hood Duct Fire Suppression System Check all that apply Will only the fire suppression system be installed or altered? yes no Will a hood and /or ductwork be installed or altered? yes* no If yes a mechanical permit will also be needed PROJECT VALUATION (labor materials) I have read and completed this application and know it to be true and correct. I am authorized to that it is my responsibility to determine what permits are required, and to obtain permits prior to w Date_ d Print Name 1/1)11/0,414., a• MON T Forms /Building /Fire- related permit application 2311 KJ, 1tT-t .5T p6rq iYI beitio-o' N 8i,atin 5 (T N 01,15.. /esidential Multi- family Commercial Industrial Briefly describe the project: 62!ktte/ ITV/46U. t4 ©o Residential Multi- family Commercial Industrial Briefly describe the project: Signature Residential Commercial For City Use Only Date Received 1- l �(y Permit# 16 —W-IS Phone 3(oe A�30rSad Phone Phone Sbo (6 ;O 'slnze; t A R83 t) E mail f/ t y j hoap.44A404 le Multi- family Industrial Briefly describe the project: l o g sly for this permit and understand pry I ts. L PREPARED 8 /10 /10 8 14 08 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/10/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 6/10/10 JLL BLDG FOUNDATION 6/11/10 AP June 10 2010 9 01 22 AM 1pangrle JOHN 425 870 5894 SLAB June 11 2010 8 27 13 AM jlierly BLRI 02 6/28/10 JLL BLDG REBAR INSPECTION 6/28/10 AP June 28 2010 10 34 29 AM 1pangrle JOHN 425 870 5894 REBAR FOR LIGHT POLES June 28 2010 4 31 14 PM jlierly BLRI 03 7/22/10 JLL BLDG REBAR INSPECTION TIME 09 00 7/22/10 AP July 21 2010 4 11 10 PM 1pangrle JOHN 425 870 5894 REBAR FOR THE LIGHT POLE MORNING July 22 2010 4 14 28 PM jlierly BL3 01 8/09/10 JLL BLDG FRAMING TIME 09 00 8/09/10 AP August 6 2010 11 12 54 AM 1pangrle JOHN 425 870 5894 'WINDOW WRAP PRE ROCK FRAMING HE REQUESTED A MORNING INSPECTION August 9 2010 4 46 06 PM jlierly BLI 01 8/10/10 JLL BLDG INSULATION August 9 2010 1 13 11 PM 1pangrle �v JOHN 425 870 5894 INSULATION BL3 02 8/10/10 JLL BLDG FRAMING JOHN 25 R 94 August 9 2010 1 11 58 PM 1pangrle AM N (r PARTIAL FRAMING PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 6/01/10 JLL PLUMBING UNDER SLAB TIME 04 00 6/30/10 AP May 28 2010 3 25 26 PM 1pangrle JOHN 425 870 5894 UNDERGROUND PLUMBING HE REQUESTED A LATE AFTERNOON INSPECTION June 30 2010 9 12 18 AM jlierly PBF 01 8/02/10 RB PLUMBING BACK FLOW DEVICE 8/02/10 AP August 6 2010 2 35 05 PM 1pangrle PLUMBING BACKFLOW DEVICE DOMESTIC PREMISE August 6 2010 2 35 51 PM 1pangrle PL2 01 8/04/10 JLL PLUMBING ROUGH IN CONTINUED ONTO NEXT PAGE taav5-tmiexs PREPARED 8/10/10 8 14 08 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/10/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 8/04/10 AP August 3 2010 2 24 02 PM 1pangrle JOHN 425 870 5894 ROUGH IN PLUMBING August 4 2010 4 40 14 PM jlierly PL2 02 8/10/10 JLL PLUMBING ROUGH IN August 9 2010 1 13 31 PM 1pangrle JOHN 4I5 870 5894 ROUGH IN PLUMBING INSPECTION TICKET PAGE 4 COMMENTS AND NOTES PREPARED 8/09/10 8 22 43 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/09/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 6/10/10 JLL BLDG FOUNDATION 6/11/10 AP June 10 2010 9 01 22 AM 1pangrle JOHN 425 870 5894 SLAB June 11 2010 8 27 13 AM jlierly BLRI 02 6/28/10 JLL BLDG REBAR INSPECTION 6/28/10 AP June 28 2010 10 34 29 AM 1pangrle JOHN 425 870 5894 REBAR FOR LIGHT POLES June 28 2010 4 31 14 PM jlierly BLRI 03 7/22/10 JLL BLDG REBAR INSPECTION TIME 09 00 7/22/10 AP July 21 2010 4 11 10 PM 1pangrle JOHN 425 870 5894 REBAR FOR THE LIGHT POLE MORNING 'i July 22 2010 4 14 28 PM jlierly BL3 01 8/09/10 1 3 BLDG FRAMING TIME 09 00 .r.� August 6 2010 11 12 54 AM 1pangrle JOHN 425 870 5894 'WINDOW WRAP PRE ROCK FRAMING HE REQUESTED A MORNING INSPECTION COMMENTS AND NOTES PREPARED 8/04/10 8 14 32 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/04/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 6/01110 JLL PLUMBING UNDER SLAB TIME 04 00 6/30/10 AP May 28 2010 3 25 26 PM 1pangrle JOHN 425 870 5894 UNDERGROUND PLUMBING HE REQUESTED A LATE AFTERNOON INSPECTION June 30 2010 9 12 18 AM jlierly PL2 01 8/04/10 J L PLUMBING ROUGH IN t August 3 2010 2 24 02 PM 1pangrle Mar JOHN 425 870 5894 ROUGH IN PLUMBING COMMENTS AND NOTES Initial Details COMMENTS Initial Test Repairs Final Test NAME OF PREMISES. E. L- A/ U e -711A 7:4/ ez i f /U ,N f SERVICE ADDRESS 023 if (/t/ r LOCATION OF DEVICE. A/C/Pe f' C A/ele I C AP /4/ ASSEMBLY WA 7 i f S 7 0 t G 9 2 Manufacturer Model Size Serial No IS THIS AN APPROVED ASSEMBLY? YES C0 IS ASSEMBLY INSTALLED CORRECTLY' YES 0-NO DATE OF INSTALLATION GL UIGUNKNOWN Leaked T�st Held at 7. O psi r Repairs Cleaned Replaced Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department Water/Wastewater Collection Division REDUCED PRESSURE PRINCIPLE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY CHECK VALVE #1 I CHECK VALVE #2 Leaked Closed Tight Cr Held at psi Cleaned Cleaned Replaced Replaced RELIEF VALVE Did Not Open Opened at psi 3 psi Buffer YES NO Final Closed Tight ISV Test Held at 7, 7 psi Held at` O psi Opened at psi AIR GAP INSPECTION REQUIRED MINIMUM SEPARATION YES NO 11I/5 E 76) rt-g, Crel Official Use Only Assem.# 7 l/ 2 Received l RP RPDA DC -0r DCDA PVB Air Gap SVB AVB PVB /SVB AIR INLET Did Not Open Opened at psi Leaked Held at psi REPAIRS Cleaned Replaced CHECK VALVE AIR INLET Opened at psi CHECK VALVE Held at psi BACK PRESSURE NO YES TYPE OF HAZARD O r v! 7 /C Line Pressure 10 psi Held Backpressure YES i DN0 0 #2 Shutoff Held YES �NO Relief Valve Exercised YES NO I Date 'Time Tester Signature Cert. Test Kit Passed Failed WHITE CUSTOMER COPY YELLOW PURVEYOR COPY PINK TESTER COPY PREPARED 7/22/10 8 04 13 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/22/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 BLRI 02 BLRI 03 6/10/10 JLL BLDG FOUNDATION 6/11/10 AP June 10 2010 9 01 22 AM 1pangrle JOHN 425 870 5894 SLAB June 11 2010 8 27 13 AM jlierly 6/28/10 JLL BLDG REBAR INSPECTION 6/28/10 AP June 28 2010 10 34 29 AM 1pangrle JOHN 425 870 5894 REBAR FOR LIGHT POLES June 28 2010 4 31 14 PM jlierly 7/22/10 BLDG 21 INSPECTION TIME 09 4 July 21 2010 0 1 4 11 10 PM 1pangrle le e JOHN 425 870 5894 REBAR FOR THE LIGHT POLE MORNING COMMENTS AND NOTES lee (,‘Nkaic0 PREPARED 6/28/10 10 41 41 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC OWNER HABITAT FOR HUMANITY OF PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV JOHN 425 870 5894 SLAB June 11 2010 8 27 13 AM jlierly BLRI 02 6/28/10 LL BLDG REBAR INSPECTION June 28 2010 10 34 29 AM 1pangrle JOHN 425 870 5894 REBAR FOR LIGHT POLES COMMENTS AND NOTES PHONE (360) 862 8316 PHONE (360) 681 6780 PAGE 6 DATE 6/28/10 v L t y po e goult- (6/17/2010) Linda Pangrle Maloney Heights (Port Angeles WA) Fire Sprinkler Permit From To: Date: Subject: Attachments: Hi Wendy Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360 417 -4815 360 417 -4711 FAX Ipangrle @cityofpa.us Linda Pangrle admin @umifireprotection.com 6/17/2010 3 50 PM Maloney Heights (Port Angeles, WA) Fire Sprinkler Permit #10 -600 Maloney Heights Fire Sprinkler Permit.pdf Attached is a copy of your fire sprinkler permit. It is approved and ready to be picked up Page 1 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL A FIRE SPRINKLER SYSTEM CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5 Street, Port Angeles, WA 98362 10 00000600 198000 2311 W 18TH ST Oz?�5 06 30 99 1 1 D2'l'6 0000 MALON HEIGHTS FIRE SPRINKLER SYSTEM RESIDENTIAL MEDIUM DENSTY 12000 Owner Contractor HABITAT FOR HUMANITY OF UNLIMITED MECHANICAL INC CLALLAM COUNTY PO BOX 1457 PO BOX 1479 MARYSVILLE PORT ANGELES WA 98362 (360) 657 2182 (360) 681 6780 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per BASE FEE 10 00 14 0000 THOU BL -2001 25K (14 PER K) Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per FIRE SPRINKLER COMMERCIAL INSTALL FIRE SPRINKLER SYSTEM 167502 235 75 6/17/10 Valuation 12/14/10 FIRE SPRINKLER COMMERCIAL INSPECTION TESTING 167510 100 00 6/17/10 12/14/10 BASE FEE Plan Check Fee Plan Check Fee Valuation Date 6/17/10 WA 98270 153 24 12000 Extension 95 75. 140 00 00 12000 Extension 100 00 Permit PLUMBING PERMIT Additional desc DBL CHECK BACKFLOW DEV Permit pin number 167528 Permit Fee 57 00 Plan Check Fee 00 Issue Date 6/17/10 Valuation 0 Expiration Date 12/14/10 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 7 0000 EA PL- BACKFLOW PROTECTION <OR =2 7 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Si iatur /of Contractor Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360 -417 -4655 for fire inspections 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. Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping Inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Date Passed Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments Completed by Contractor 2/15/00 psi psi t CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5` Street, Port Angeles, WA 98362 Page Application Number 10 00000600 Date Application pin number 198000 Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background Public Works Utility Engineering has no requirements for this plan review Fee summary Permit Fee Total Plan Check Total Grand Total Charged Paid Credited 392 75 392 75 00 153 24 153 24 00 545 99 545 99 00 Due 6/17/10 00 00 00 2 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be conlpied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD Call 360- 417 -4655 for fire inspections Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT I t I -I g- to -t UNDERGROUND STORAGE TANK (UST) ABANDONMENT Date Passed Completed by Contractor Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated It is unlawful to cover insulate location. JOB SITE Comments psi 8 3 psi i 2/15/00 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 28 unit complex serenity house Owner HABITAT FOR HUMANITY OF CLALLAM COUNTY PO BOX 1479 PORT ANGELES (360) 681 6780 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 165852 4974 90 6/04/10 12/01/10 4974 90 00 4974 90 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 10 00000516 191780 2311 W 18TH ST 06 30 99 1 1 0220 0000 ELECTRICAL ONLY RESIDENTIAL MEDIUM DENSTY 0 Contractor ELECTRICAL NEW COMMERICAL CASCADE ELECTRIC INC 9383 MIAMI BEACH ROAD SEABECK WA 98380 (360) 830 5825 Plan Check Fee Valuation Qty Unit Charge Per 1 00 372 5000 ECH EL OVER 1000 SRV FEEDER 367 00 2 6000 ECH EL BRANCH CIRCUIT P. /FEEDER 28 00 119 9000 ECH EL 0 200 SRV FEEDER 2 00 145 5000 ECH EL 201 400 SRV FEEDER Paid Credited 4974 90 00 00 00 4974 90 00 9 g b iz DATE RESULTS 113fi n nI zprlto Date 6/15/10 00 0 Extension 372 50 954 20 3357 20 291 00 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. TIP Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner HABITAT FOR HUMANITY OF CLALLAM COUNTY PO BOX 1479 PORT ANGELES (360) 681 6780 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 10 00000503 635502 2311 W 18TH ST 06 30 99 1 1 0220 0000 ELECTRICAL ONLY RESIDENTIAL MEDIUM DENSTY 0 Contractor ELECTRICAL TEMPORARY SERVICE 165621 92 70 5/19/10 11/15/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Plan Check Fee Valuation Qty Unit Charge Per 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR Charged Paid Credited 92 70 92 70 00 00 00 00 92 70 92 70 00 /21 iv //D Date 6/14/10 CASCADE ELECTRIC INC 9383 MIAMI BEACH ROAD SEABECK WA 98380 (360) 830 5825 Due DATE RESULTS 0 0 0 Extension 92 70 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. Fire Alarm System Check all that apply Fire Sprinkler System Check all that apply FIRE -RELA TED PERMIT APPLICATION CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant UJQyOU Lk) y 1 ci,tA,, S Pho Property Owner i1ab,- -1' fo- 1 of CIO ‘‘an C o Property Owner's Address po box A 9 S3(02- Co ntractor L1v\V vti4e.ca___M ca n irk_1 Phor'e 1 6S Z1)2 Contractor's Address 6.o P-151 l ru ilk .,'A)A t 2.7a License uUmrA. 9 .,m h Expires 5- 13 -7ol E -m II 4v\ Ro u vim, -Ir r e oral ec�,o�n cvr� ad w► n'» One addressable loop One zone Additional zones List quantity of additional zones PROJECT VALUATION (labor materials) Installing backflow protection device(s)? byes no <2 inch waterline (list quantity of devices) >2 inch water line (list quantity of devices) PROJECT VALUATION (labor materials) Hood Duct Fire Suppression System Check all that apply Will only the fire suppression system be installed or altered? yes no Will a hood and /or ductwork be installed or altered? ID yes* no If yes a mechanical permit will also be needed \0 For City Use Only P ate Pate C lO �trA" Permit (D (t90 A a cop) A +o e ft 1 -z_ ao o PROJECT ADDRESS 31 I w i s S li IG�I Project Business Name Residential Multi- family Commercial Industrial Briefly describe the project: Residential Multi- family Industrial Residential Commercial 7/ 3957 tso— b81 0g0 0-11,—ReA3- Briefly describe the roject: ..)15-fa.I I c_ n°, 5p h' n k 5t,g J Multi- family Industrial Briefly describe the project: PROJECT VALUATION (labor materials) I have read and completed.this application and know it to be true and correct. I am authorized to apply for,(his permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prio r to working on projects Date (0 Print Name LLi w(A.t perk tic Signature pdu glaz 1.wZ. T Forms /Building/Fire- related permit application PREPARED 6/10/10 9 04 45 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/10/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BL2 01 5/21/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 5/21/10 AP May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLWS 01 5/25/10 JLL BLDG INSULATION WALL /FLOOR TIME 09 00 5/25/10 AP May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING May 25 2010 4 32 43 PM jlierly veritcle only/j11 BLFD 01 5/27/10 JLL BLDG FOUNDATION DRAINAGE 5/27/10 AP May 27 2010 8 23 54 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINS May 27 2010 4 51 22 PM jlierly BLFD 02 5/28/10 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 5/28/10 AP May 28 2010 8 37 13 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINAGE AFTERNOON May 28 2010 3 28 14 PM jlierly DSD 01 5/28/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 5/28/10 AP May 28 2010 8 38 06 AM 1pangrle JOHN 425 870 5894 DOWNSPOUTS AFTERNOON May 28 2010 3 28 14 PM jlierly 6/48/10 Jr, BLDG REBAR INSPECTION TIME 02 30 BLRI 01 June 8 2010 8 08 22 AM 1pangrle JOHN 425 870 5894 SLAB RE STEEL HE REQUESTED AN INSPECTION BETWEEN 2 00 3 00 PM BLFO 01 6/10/10 JL BLDG FOUNDATION June 10 2010 9 01 22 AM 1pangrle L CONTINUED ONTO NEXT PAGE Peo 3ird P4ilfq7 PREPARED 6/28/10 10 41 41 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0225 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BL2 01 5/21/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 5/21/10 AP May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLWS 01 5/25/10 JLL BLDG INSULATION WALL /FLOOR TIME 09 00 5/25/10 AP May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING May 25 2010 4 32 43 PM jlierly veritcle only /j11 BLFD 01 5/27/10 JLL BLDG FOUNDATION DRAINAGE 5/27/10 AP May 27 2010 8 23 54 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINS May 27 2010 4 51 22 PM jlierly BLFD 02 5/28/10 JLL BLDG FOUNDATION DRAINAGE TIME 01 00 5/28/10 AP May 28 2010 8 37 13 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINAGE AFTERNOON May 28 2010 3 28 14 PM jlierly DSD 01 5/28/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 5/28/10 AP May 28 2010 8 38 06 AM 1pangrle JOHN 425 870 5894 DOWNSPOUTS AFTERNOON May 28 2010 3 28 14 PM jlierly BLRI 01 6/08/10 BLDG REBAR INSPECTION TIME 02 30 June 8 2010 8 08 22 AM 1pangrle JOHN 425 870 5894 SLAB RE STEEL HE REQUESTED AN INSPECTION BETWEEN 2 00 3 00 PM BLDG FOUNDATION June 10 2010 9 01 22 AM 1pangrle BLFO 01 6/10/10 JLL 6/11/10 AP CONTINUED ONTO NEXT PAGE PREPARED 6/08/10 8 09 44 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL 5/19/10 AP BL2 01 5/21/10 JLL 5/21/10 AP BLWS 01 5/25/10 JLL 5/25/10 AP BLFD 01 BLFD 02 DSD 01 5/28/10 JLL 5/28/10 AP BLRI 01 6/08/10 5/27/10 JLL 5/27/10 AP 5/28/10 JLL 5/28/10 AP C L BLDG FOUNDATION FOOTING TIME 09 00 May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BLDG FOUNDATION STEM WALL TIME 09 00 May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLDG INSULATION WALL /FLOOR TIME 09 00 May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING May 25 2010 4 32 43 PM jlierly veritcle only /j11 BLDG FOUNDATION DRAINAGE May 27 2010 8 23 54 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINS May 27 2010 4 51 22 PM jlierly BLDG FOUNDATION DRAINAGE TIME 01 00 May 28 2010 8 37 13 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINAGE AFTERNOON May 28 2010 3 28 14 PM jlierly BLDG DOWN SPOUT DRAINS TIME 01 00 May 28 2010 8 38 06 AM 1pangrle JOHN 425 870 5894 DOWNSPOUTS AFTERNOON May 28 2010 3 28 14 PM jlierly BLDG REBAR INSPECTION TIME 02 30 June 8 2010 8 08 22 AM 1pangrle JOHN 425 870 5894 SLAB RE STEEL HE REQUESTED AN INSPECTION BETWEEN 2 00 3 00 PM COMMENTS AND NOTES 't-lc oro \13 e;;7 0 PAGE 4 DATE 6/08/10 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 28 unit complex serenity house Owner HABITAT FOR HUMANITY OF CLALLAM COUNTY PO BOX 1479 PORT ANGELES (360) 681 6780 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 165852 4974 90 6/04/10 12/01/10 4974 90 00 4974 90 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 10 00000516 191780 2311 W 18TH ST 06 30 99 1 1 0220 0000 ELECTRICAL ONLY RESIDENTIAL MEDIUM DENSTY 0 DATE Contractor ELECTRICAL NEW COMMERICAL CASCADE ELECTRIC INC 9383 MIAMI BEACH ROAD SEABECK WA 98380 (360) 830 5825 Plan Check Fee Valuation Qty Unit Charge Per 1 00 372 5000 ECH EL OVER 1000 SRV FEEDER 367 00 2 6000 ECH EL BRANCH CIRCUIT W /FEEDER 28 00 119 9000 ECH EL 0 200 SRV FEEDER 2 00 145 5000 ECH EL 201 400 SRV FEEDER Paid Credited 4974 90 00 00 00 4974 90 00 Date 6/04/10 00 0 Extension 372 50 954 20 3357 20 291 00 Due 00 00 00 RESULTS Signature of owner or Electrical Contractor X Date INSPECTOR. PREPARED 6/01/10 8 44 08 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 2311 W 18TH ST TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC OWNER HABITAT FOR HUMANITY OF PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 000000 4 RES NEW MULTI 5 FAMILY PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED SULT RESULTS /COMMENTS PL1 01 6/01/10 SUBDIV PLUMBING UNDER SLAB TIME 04 00 May 28 2010 3 25 26 PM 1pangrle JOHN 425 870 5894 UNDERGROUND PLUMBING HE REQUESTED A LATE AFTERNOON INSPECTION COMMENTS AND NOTES PHONE (360) 862 8316 PHONE (360) 681 6780 71-1 lo ken PAGE 7 DATE 6/01/10 4,, 10 ?I 0 en 6 ie 1.--EJ P s k n.. ,No vi- tzrd ef. 2 o r A ni 4-- C. _c, 0 1 aL f r L ef--\ Lt; j bet4._i 4 LAM] T'wseer.,4" Cl 6-44 /0 A•l (0 a 1 I D 3L L peile3tie0 PREPARED 5/28/10 8 41 19 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/28/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING' INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /j11 BL2 01 5/21/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 5/21/10 AP May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLWS 01 5/25/10 JLL BLDG INSULATION WALL /FLOOR TIME 09 00 5/25/10 AP May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING May 25 2010 4 32 43 PM jlierly veritcle only /j11 BLFD 01 5/27/10 JLL BLDG FOUNDATION DRAINAGE 5/27/10 AP May 27 2010 8 23 54 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINS May 27 2010 4 51 22 PM jlierly BLFD 02 5/28/10 J L BLDG FOUNDATION DRAINAGE TIME 01 00 t� May 28 2010 8 37 13 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINAGE AFTERNOON DSD 01 5/28/10 JLL BLDG DOWN SPOUT DRAINS TIME 01 00 1 May 28 2010 8 38 06 AM 1pangrle JOHN 425 870 5894 DOWNSPOUTS AFTERNOON COMMENTS AND NOTES PREPARED 5/27/10 8 25 08 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/27/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BL2 01 5/21/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 5/21/10 AP May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLWS 01 5/25/10 JLL BLDG INSULATION WALL /FLOOR TIME 09 00 5/25/10 AP May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING May 25 2010 4 32 43 PM jlierly veritcle only/j11 BLFD 01 5/27/10 JLL BLDG FOUNDATION DRAINAGE May 27 2010 8 23 54 AM 1pangrle JOHN 425 870 5894 FOOTING DRAINS COMMENTS AND NOTES .pp,? ot3 St(' S PREPARED 5/25/10 8 46 31 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/25/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5+ FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BL2 01 5/21/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 5/21/10 AP May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) May 21 2010 4 18 36 PM jlierly BLWS 01 5/,25/10 BLDG INSULATION WALL /FLOOR TIME 09 00 May 25 2010 8 30 30 AM 1pangrle JOHN 425 870 5894 SLAB INSULATION MORNING COMMENTS AND NOTES +C,4 2 PREPARED 5/21/10 8 05 21 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/21/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/19/10 AP May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION May 19 2010 4 41 54 PM jlierly 3rd party report has been recieved /jll BL2 01 5/21/10 L BLDG FOUNDATION STEM WALL TIME 09 00 I1 May 20 2010 3 37 11 PM 1pangrle JOHN 425 870 5894 STEMWALL FOR FOUNDATION MORNING INSPECTION (THEY PLAN TO POUR AT 1 00 PM) COMMENTS AND NOTES s an/h 4 1444 ""rjel:i Nem' e' '''.:r .f t "I" D 44, "4 'I ..,,:i..., r" Permit•Nc0"4:4 `41.- r- 4 4 `4 ,5C ,t, '2 4 C4,,, .3 .v... ,I; V ..p 0.' ,:1, i. f Owner •s 'N ,f 5.: ,4&,. r.2)5 xs.,,E1c:...ica,•,,c5i;ii,:i9;:i.E.,,,,,.,.: .-7:- t •••■',V,L '•:1 g, r!' 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OR.r, OY: .4, -4 7 i' M t‘ tr -1 i. 'i. V P"' 'i t14. Afi i' I ct...i. e OFVICE MiDED'itik WASHINGTOI*98362%, PHONE. (36b);41.7733., .1i slob Naitie.' t"" i: Ai;• Permit.No: A e- 't .3 IS. 1 't ,0" i" 1 4 t„ ka..,L., r L. I. q,:..... 14154 6ErC5, g... ,o,i,,,660,, •rt, y i e' "It.ev '1 EleoticalZdhtracter V-.:•, .1 t-• '1. 4, i.,, i,,,, „.1,. ',..i. 1'...'?' AN f 5 ,i, .4". ..:1'3.. r.;. ciail'. d ..g...... 3'..'e 4, ,.......".:•1:.... r! '.12 Zodation' -'l-, 4 t k. y• 7' n .I■ 4 V ..t 9 i 4 L.-.......,4? r leisbectiOn V •'''s• r' 1 5 ..r Ei irica 1 Area, Bitilding 4 r. fAction'iTakeri, '1'. In s p e ct or Date i• -0o. s •.;‘,4y t.'''•‘ 1' '.:?'t,-,` r -1,. t...:::-4 x-A• ',":.f.,-••' 'k•E *;•.i y 1 ,..i „A.•2.„..... qi..ri- A.:' 't,.• e.r .4., ...L. 1 4 -i.'.0:!. 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"All, ''..4kz: L,/, '-'-i.c.1,...1,,,,,..,_.1.. .,,,t,,,,,,.i.li.S%: t,7,.'14.„. fi P 7' .2 1. a ,St: $•r' 's :-ri: l't4'34 1:1,4. ,Vri,_.L., PI,i 7 `i c,,,,.., -e' i f.."', •4., A „.,-.r71- r 't ,7 ,t...., i fi■ 1 t r-,..„.:P'' CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P 0 Box 1150 Port Angeles Washington, 98362 Ph (360) 417 -4735 Fax. (360) 417 -4711 Date. 020 10 1 2 Single Family Dwelling Plan Review May B Required, Please Complete Electrical Plan Review Information Sheet Job Address: 2 3 1 1 I/1, 1611-1 tiwa S ,k„ eq Building Square Footage: 17 `0730 Description of above Owner Information Name: IZmxvl Mailing Address: _PD City PP2T tiligg =kgS State: Phone: Fax: License Exp. Item Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp. Service /Feeder 401 -600 Amp Service /Feeder 601 1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY. First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Mid 2 0 2aisl ELECTRICAL INSPECTIONS VMulti Family or Commercial* Commercial Addition Alteration Remodel Repair* a8 U 1Y IT 1-1,0114.F1-4-,5 s St-/ EtTFrz S 4- 1- Af.(i14M GOON"( r Zip: 0033bZ Unit Charae 119.90 $145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 $110.30 $148.70 $167.90 95.90 88.20 95.90 63.90 63.90 $119.90 102.30 56.00 110.30 35.20 73.50 $110.30 Dated: �ao Contractor Information Name: GA SCAM. Mailing Address: 4 1303 City Gi lM'i S Phone: 31/0 License Exp. 0 Credit Card f L c-Ti�1L (Nt: rwl ,l 44.1 I' P te: 1NA Zip: j(3100 2 l 300 S30 4 117A C-A s4ry w Total (Qtv Multiplied by Unit Charge) 3 "S 7 2 2`LL— 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 E.0 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 Signature of own &r eptrical contractor or electrical administrator. Cash Check 7o-1? (Nc_ PREPARED 5/19/10 8 43 02 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/19/10 ADDRESS 2311 W 18TH ST SUBDIV TENANT NBR MALONEY HEIGHTS CONTRACTOR CORSTONE CONTRACTORS LLC PHONE (360) 862 8316 OWNER HABITAT FOR HUMANITY OF PHONE (360) 681 6780 PARCEL 06 30 99 1 1 0220 0000 APPL NUMBER 10 00000034 RES NEW MULTI 5 FAMILY PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/19//10 BLDG FOUNDATION FOOTING TIME 09 00 May 17 2010 1 57 35 PM 1pangrle JOHN 425 870 5893 FOOTING (MALONEY HEIGHTS) HE REQUESTED AN EARLY MORNING INSPECTION COMMENTS AND NOTES 1 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner HABITAT FOR HUMANITY OF CLALLAM COUNTY PO BOX 1479 PORT ANGELES (360) 681 6780 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 98362 165621 92 70 5/19/10 11/15/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 10 00000503 635502 2311 W 18TH ST 06 30 99 1 1 0220 0000 ELECTRICAL ONLY RESIDENTIAL MEDIUM DENSTY 0 Contractor OWNER ELECTRICAL TEMPORARY SERVICE Plan Check Fee Valuation Qty Unit Charge Per 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR Charged Paid Credited 92 70 92 70 00 00 00 00 92 70 92 70 00 Date 5/19/10 DATE RESULTS 00 0 Extension 92 70 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 17 !0 1 2 Single Family Dwelling Owner Information Name: Ii!kr t l Fir Mailing Aggress: P,em p /14'7 City y A— State: Zip: Phone: i aW I§a� .._F1 License Exp. Item 7 Service/Feeder 200 Amp. Service/Feeder 201 -400 Amp. Service/Feeder 401 -600 Amp Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit emp. rvice/ Feeder 200 Amp. emp. Service er p. Temp. Service/Feeder 401-600 Amp. Temp. Service/Feeder 601 -1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY: First 1300 Square Ft Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub x Multi- Family or Commercial* Commercial Addition I Alteration I Remodel Repair* Plan Review May Be Required, Pleas.? Complete Electrical Plan Review Information Sheet Job Address: 7'3 1 L..) I S I Building Square Footage: Description of above Unit Charge 119.90 145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 110.30 148.70 $167.90 95.90 88.20 95.90 63.90 63.90 $119.90 102.30 56.00 $110.30 35.20 73.50 $110.30 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.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. Signature of Iectrical contractor or electrical administrator Cash Check Credit Cam s Dated: Contractor Information Name: Gar2- STD 14 Mailing Address: City: State: Phone: Fax: License Exp. gPC 2-3 61a 01/01/2010 Cs Zip: Total Q(�t t Multiplied by Unit Charge) 9Z 2 ASSOCIATES INCORPORATED Daily Inspection Report Contractor .CoRSTbNE Page 1 of I Job I D l L Week Day TIA,F S 04\1 Date: S /I g 10 Job Site Description viA k-1_0 E y DIARY o►.) -Srr Fog Fo2w\ .4- 2PcRAQ 71-1Sof_jtra1- ggo ro Ta_ST Cn IC tz. Tr Fo(Lw\ 2q.gp.R ikays �)J NSTALt,.Rn PC<Z "fib D EA L_ Qi= u A .PP eo vim, NtR,,fCT Quark P &S2(V\ P 1 2 ►.,.G tL aR.ec y JU C I IS' k w� To A o P- 4"Vx a' C`tL1Uoec pen vv. t i .113 Q►= NITX1t.}AN T%4Qol�/p14 TIC l sr FoQ k S(V PLL CL.E.Ab LOMI1 TART TT.rne C LEAIJ t ∎P Ln AaRe.tv o S.T i tz t2_ 3 Li 5 P -C1 SIGNED CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street Suite 1 Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic @olympus.net 1J t.n Specimen n /7 ASSOCIATES INCORPORATED Job No. 1 D1 2-1- Date Cast 57 t A/ Ib Project tlna- tL 1-1Ey Ex Contractor l,2stoue Concrete Supplier .gEaucr rh Rent Total No of Yards Cement Type I- rt Coarse Agg Size 1 w, /MD Fine Agg. l S Lbs. ZIP 3 Cement 511- Lbs. /`(o- Water 2,4 Gal/Yard Specimen Type `'t x b V REPORT OF CONCRETE TEST SPECIMENS 4, 314 OILY i b/Yn 1 DESIGN MEASURE q to I MEASURE t..syd MEASURE/5 5 ioI MEASUREal'tn I 1 MEASURE I MEASURE I Required Compressive Strength 3, 000 PSI Additional Requirements 5 r ,,a ArA 3 Li 4- 0.1 Mt, RAn /YD Client 5g_Q 1t 't kOLP E Address Subcontractor _,Rokk.CH color el el' F. Cast By _C_N COMPONENTS No of Trucks -1 `I No Sacks/Yard 5" Weight Air CONCRETE SPECIFICATIONS SLUMP TEMPERATURE AIR CONT S "M,c At 733 MISCELLANEOUS Weather OVk c.#ST Li/ St-tow 2 i st >BR EAY S Air Temp to S °F Remarks Sb ti7CeQ.T 6 Li k a Like fin Xt.) '*HV Foe v, PtY R Pv.MQ tg. Lir 41"ru �o NSOL-epAT rrA I,/ A tariR.RTpe. Location/Purpose of Pour FexYrT r., PoG■.t\ Test At Register Date Days Tested I I 2f� I I 7R 1#OLf Oz/Yard Total Load CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street, Suite 1 Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E mail: zenovic @olympus.net Days Lbs. UNIT WT Area Unit Load SOLD TO ADDRESS DELIVER TO Ma loney Tit's TRUCK 6 DRIVER 0D 8 la YDS. 5 /2 7/8 1R70 1530 Located at Davis Sand Gravel SEQUIM REDI -MIX, INC Post Office Box 430 Sequim, Washington 98382 Telephone 683 -5680 Crouch Concrete MIX 3040 SACK AGGREGATE SIZE LBS. COARSE AGGREGATE YD. LBS. FINE AGGREGATE YD. 517 LBS. OF I IT CEMENT /YD. 24 5 GALS. WATER OF CALCIUM YD. OZS. POZZ. YD. OZS. A.E.A YD. REVOLUTIONS LEAVING PLANT 47 oz "P 99 per vra. RECEIVED BY GALS. WATER ADDED TO TIME LEFT PLANT TIME ARRIVED JOB TIME LEFT JOB TOTAL ALLOWABLE IN. SLUMP DELIVERY TICKET Equal Opportunity Employer INVOICE 3037 DATE 5 P 0. JOB 17 PLANT NO. TOTAL YDS. MOISTURE MOISTURE SLUMP AT PLANT Standby time will be charged for more than 7 minutes per cubic yard unloading. When trucks leave public road, customers are liable for damage or delay. Beyond 10 mile radius, a charge of 500 a yard per mile will be added. 4 yard minimum loads. Signature of this truck invoice will be considered your notice of our intent to lien this project if necessary. WARNING: Wet cement can dry skin and cause alkali burns wash affected areas with soap and water. I gt— Located at Davis Sand Gravel SEQUIM REDI -MIX, INC Post Office Box 430 Sequim, Washington 98382 Telephone 683 -5680 SOLD TO ADDRESS DELIVER TO I C P 4t- t c; TRUCK 1/2 7/8 1870 530 517 •J r RECEIVED BY ;much Concrete 3 DRIVER: JS 9 YOS. MIX 3000 SACK AGGREGATE SIZE LBS. COARSE AGGREGATE YD. LBS. FINE AGGREGATE YD LBS. OF Ii GALS WATER OF CALCIUM YD. OZS. POZZ. YD OZS. A.E.A. YD. REVOLUTIONS LEAVING PLANT 47 OZ Kr 997 Der vd CEMENT YD. GALS. WATER ADDED TO TIME LEFT PLANT TIME ARRIVED JOB TIME LEFT JOB TOTAL ALLOWABLE IN. SLUMP DELIVERY TICKET Equal Opportunity Employer PLANT NO. DATE ri /1Q11fl P 0 JOB TOTAL YDS. MOISTURE MOISTURE SLUMP AT PLANT Standby time will be charged for more than 7 minutes per cubic yard unloading. When trucks leave public road, customers are liable for damage or delay. Beyond 10 mile radius, a charge of 500 a yard per mile will be added. 4 yard minimum loads. Signature of this truck invoice will be considered your notice of our intent to lien this project if necessary. WARNING Wet cement can dry skin and cause alkali burns wash affected areas with soap and water 1 Z12. c Located at Davis Sand Gravel SEQUIM REDI -MIX INC Post Office Box 430 Sequim, Washington 98382 Telephone 683 -5680 SOLD TO Crouch l Jncrete ADDRESS DELIVER TO lone H r DRIVER: TRUCK 3 1 /7 YDS. js 1 1 SACK 7/8 AGGREGATE SIZE LBS. COARSE AGGREGATE YD. LBS. FINE AGGREGATE YD. 1 7 LBS OF I TT CEMENT YD. 1 873 1 3ti 24 MIX 3000 GALS. WATER OF CALCIUM YD. OZS POZZ. YD. OZS A.E.A. YD. REVOLUTIONS LEAVING PLANT A "7 r1 MP q qn 7 Ya= yr"1, GALS. WATER ADDED TO TIME LEFT PLANT TIME ARRIVED JOB TIME LEFT JOB TOTAL ALLOWABLE IN SLUMP DELIVERY TICKET Equal Opportunity Employer DATE 5/ 18/1 P 0 JOB 29 PLANT NO TOTAL YDS. MOISTURE MOISTURE SLUMP AT PLANT Standby time will be charged for more than 7 minutes per cubic yard unloading. When trucks leave public road, customers are liable for damage or delay. Beyond 10 mile radius, a charge of 50¢ a yard per mile will be added. 4 yard minimum loads. Signature of this truck invoice will be considered your notice of our intent to lien this project if necessary. WARNING: Wet cement can dry skin and cause alkali burns wash affected areas with soap and water RECEIVED BY "D cd) t�u G`� Located at Davis Sand Gravel SEQUIM REDI -MIX, INC Post Office Box 430 Sequin, Washington 98382 Telephone 683 -5680 Cro c }'T C^ncr -t SOLD TO ADDRESS DELIVER T0 1nn'Y f:-It t F TRUCK ;t2 5 1/2 7/P 1870 1530 517 DRIVER: Ta YDS MIX 3000 SACK AGGREGATE SIZE LBS COARSE AGGREGATE/ YD. LBS FINE AGGREGATE YD LBS OF T IT CEMENT YD. 1 24 GALS. WATER OF CALCIUM YD OZS. POZZ. YD. r OZS. A.E.A. YD. REVOLUTIONS LEAVING PLANT 47 n7 .4t4 t1(7 tar YT) RECEIVED BY GALS WATER ADDED TO TIME LEFT PLANT TIME ARRIVED JOB TIME LEFT JOB TOTAL ALLOWABLE IN. SLUMP DELIVERY TICKET Equal Opportunity Employer INVOICE DATE 5/1S /1 r; P. O. JOB PLANT NO. Standby time will be charged for more than 7 minutes per cubic yard unloading. When trucks leave public road, customers are liable for damage or delay. Beyond 10 mile radius, a charge of 500 a yard per mile will be added. 4 yard minimum loads. Signature of this truck invoice will be considered your notice of our intent to lien this project if necessary. WARNING: Wet cement can dry skin and cause alkali burns wash affected areas with soap and water. 3038 TOTAL YDS. MOISTURE MOISTURE SLUMP AT PLANT (5/11/2010) LindaParigrle Re Water main hot trap Page 111 From Ron Becker To Ernie Klimek, Roger Vess Date: 5/11/2010 12.14 PM Subject: Re Water main hot trap CC: Linda Pangrle Roger Ron Ronald D Becker rbecker @cityofpa.us Roger Vess 5/10/2010 7 26 AM Just to let you know Roger All buildings with a fire sprinkler in them will have a double check backflow assembly installed. If they install a lawn sprinkler system, they will also need to install a double check backflow assembly Ernie Klimek 5/10/2010 7.38 AM Roger Is this part of the Serenity House work? If so we should be looking at some form of backflow protection while we are at this stage of the project. Thanks Ernie Tues May 11th, Superior or Spears will be making a hot tap on the 8' main on the north side of 18th at 2321 W 18th St for Todd Northern, 2 Grade Const. 461 3988 I will be there for this connection. Not sure of what time this will happen. Application Number Application_ pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc TWO STORY APARTMENT BLDG (28 Owner HABITAT FOR HUMANITY OF CLALLAM COUNTY PO BOX 1479 PORT ANGELES (360) 681 6780 Structure Information 000 Other struct info WA 98362 Permit Additional desc Permit pin number 162149 Permit Fee 180 00 Issue Date 5/10/10 Expiration Date .11/06/10 T \Policies \1102 15 [10 /08] Qty Unit Charge Qty Unit Charge Per 10 00000034 883268 2311 W 18TH ST 06 30 99 1 1 0220 0000 MALONEY HEIGHTS RES NEW MULTI 5+ FAMILY RESIDENTIAL MEDIUM DENSTY 1609627 UNITS TOTAL) Contractor CORSTONE CONTRACTORS LLC 1910 BICKFORD AVE STE A PO BOX 2280 SNOHOMISH (360) '862 '8'3'I6` 000 2 STORY 28 UNIT APARTMENT BUILDING TOTAL W LOT COVERAGE 7 10 CONSTRUCTION TYPE VA FIRE SPRINKLERS REQUIRED YES, NUMBER OF STORIES 2 00 LOT SIZE 131820 00 OCCUPANT LOAD 28 .00 PROPOSED LOT COVERAGE 945.3 00 TOTAL LOT COVERAGE 9453 00 NUMBER OF UNITS' 28 00 DRIVEWAY INSTALLATION Per BASE FEE CITY OF PORT ANGELES PUB-LIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Date 5/10/10 WA 98290 Plan Check Fee 00 Valuation 0 Extension 180 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 2 X 2 COMPOUND DROP IN Permit pin number 162164 Permit Fee 1366 38 Plan Check Fee 00 Issue Date 5/10/10 Valuation 1609627 Expiration Date 11/06/10 BASE FEE Permit PUBLIC WORKS STORMWATER Additional desc Extension 1366 38 Separate:Permits,arerequired for electrical'work, SEPA,Shoreline, ESA, utilities, private and public improvements This permit becomes null-and void work or construction authorized-is not commenced within 180 days, if construction or work is suspended or abandoned fora period of1-80 work- ascornrnenced, 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. Signature of Contractor or.Authorized Agent Date Signature of Owner (if owner is builder). Date CALL 417 -4831 FOR UTILITY INSPECTIONS. 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 INSPECTION TYPE DATE ACCEPTED YES I NO PW UTILITIES (Engineering Division) WATERLINE/ METER I I I SEWER CONNECTION I 1 SANITARY I I STORM I I I SITE DRAINAGE I I I SITE EROSION CONTROL I I I PARKING I I I SIDEWALK I I I CURB GUTTER I I I DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies\ 1102.15 10/08] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I I I I 1 1 I .I 1 1 .1 I I I 1. I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT I BUILDING I COMMENTS' I I. l I I I 1 Application. Number 1 Application pin number Permit pin number 162172 Permit Fee 55 00- Issue Date 5/10/10 Expiration Date 11/06/10 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T• \Policies\I102.15 [10/08] RIGHT OF WAY CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321. EAST 5TH STREET PORT ANGELES, WA 98362 10 00000034 883268 Qty Unit Charge Per 1 00 55 0000 EA STORM DRAIN C/B Qty Unit Charge Per 1 00 150 0000 ECH PW RW CONST EXCAVTION OTHER Plan Check Fee 00 Valuation 1609627 Extension 55 00 162180 150 00 Plan Check Fee .00 5/10/10 Valuation 1609627 11/06/10 SANITARY SEWER HOOK UP 162156 405 00 Plan Check Fee 00 5110/10 Valuation 11/96/19 Qty Unit Charge Per Extension BASE FEE 135 00 27 00 10 00 EA SAN SEW HOOKUP ADD /UT 270 00 Special Notes and Comments January 20 2010 7 33 34 AM rbecker A double check backflow assembly needs.to be installed on the.Fire sprinkler system and the-lawn sprinkler system If you have- any questions contact Ron Becker at 417 4886 E mail rbecker @cityofpa us or fax 360 452 4972 This project-will require a seperate permit and fire alarm plans- for review Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A KNOX locking keybox will be required Contact Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers This project will require seperate permit and fire sprinkler plans for review January 21 2010 4 34 64 PM .kdubuc Provide minimum 2A 10BC fire extinguishers adjacent to exits by each stairwell first and second floors If extinguishers are in recessed cabinets the cabinets must not compromise the rated wall assemblies Page 2 Date 5/10/10 Extension 150 00 160 SeparatePer<mits.are requiredfor electrical work, SEPA, "Shoreline ESA, utilities, private and public improvements This permit becomes null and void work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period after -he- 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS. 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER-CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102.15 [10/08] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I I f I. I I I I I I I I I I I I i l I I I I I I I I I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO PERMIT INSPECTION RECORD I I I I I I I I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT BUILDING Application Number Application pin number Special Notes and Comments January 27 2010 11 22 46 AM sroberds The proposal will result in construction' of a 28 unit multiple family apartment in the Residential. Medium Density zone for total lot coverage of 7% and site coverage-of 17% No land use issues are anticipated January- 21 2010 4 37 02 PM Brian -417 4.708 Easements for_ underground electrical Conductors must be obtained Cost estimate- letter and payment must be signed and received prior to scheduling work Transformer orders can take 12 weeks or more All site excavation to follow conditions of Clearing Grading permit #10 01 Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering_is required prior to pouring concrete Other Fees Fee summary T\Policies \1102 15 10/08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000034 883268 Page 3 Date 5/10/10 SEWER SYSTEM DELV CHARGE 15840 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 15840 00 Charged Paid Credited Due Permit Fee Total 2156 3'8 2156 38 00 00 Plan Check Total 00 00 0.0 00 Other Fee Total 31684'50 31684 50 '00 00. Grand Total 33840 88 33840 88 W. 00 Separate:Permits :arerequired 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 18OEdays after the -work- as•comrnenced, 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_ty.pe.of work will_be- .complied with 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 or.Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS. 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 PW UTILITIES (Engineering Division) WATERLINE /'METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE. SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE PLANNING DEPT BUILDING T\Policies \1102.15 [10/08] RESIDENTIAL 417 -4653 417 -4750 417 -4815 YES I I I f. I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO PERMIT INSPECTION RECORD I I I I I I I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I I CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 10 00000034 Date 5/10/10 Application pin number 883268 Property Address 2311 W 18TH ST ASSESSOR PARCEL NUMBER 06 30 99 1,,L —tTtlO V000 06' VII ()22S 0000 Tenant nbr name MALONEY HEIGHTS Application type description RES NEW MULTI 5+ FAMILY Subdivision Name Property Use Property Zoning RESIDENTIAL MEDIUM DENSTY Application valuation 1609627 Application desc TWO STORY APARTMENT BLDG (28 UNITS TOTAL) Owner Contractor HABITAT FOR HUMANITY OF CORSTONE CONTRACTORS LLC CLALLAM COUNTY 1910 BICKFORD AVE STE A PO BOX 1479 PO BOX 2280 PORT ANGELES WA 98362 SNOHOMISH WA 98290 (360) 681 6780 (360) 862 8316 Structure Information 000 000 2 STORY 28 UNIT APARTMENT BUILDING Other struct info TOTAL LOT COVERAGE 7 10 CONSTRUCTION TYPE VA FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 2 00 LOT SIZE 131820 00 OCCUPANT LOAD 28 00 PROPOSED LOT COVERAGE 9453 00 TOTAL LOT COVERAGE 9453 00 NUMBER OF UNITS 28 00 Permit BUILDING PERMIT COMMERCIAL Additional desc 28 UNIT APARTMENT BLDG Permit pin number 159400 Permit Fee 7861 75 Plan Check Fee 5110 14 Issue Date 5/10/10 Valuation 1609627 Expiration Date 11/06/10 Qty Unit Charge Per Extension BASE FEE 5635 25 610 00 3 6500 THOU BL -1M (3 65 PER K) 2226 50 Permit MECHANICAL PERMIT Additional desc Permit pin number 159640 Permit Fee 1602 80 Plan Check Fee 00 Issue Date 5/10/10 Valuation 0 Expiration Date 11/06/10 Qty Unit Charge Per Extension BASE FEE 50 00 3 00 14 8000 EA ME FURN /HP /FAU OR 5 TON 44 40 63 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 456 75 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. c //Di/0 31 61t Date Print Name T:FormsBuilding Division/Building Permit Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. 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 4831 Backflow Prevention Inspections 417 4886 Date FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Comments FINAL Date Accepted by FINAL Date Accepted by Date Accepted By virmw CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 10 00000034 Date 5/10/10 Application pin number 883268 Qty Unit Charge Per Extension 2 00 18 2000 EA ME FURN /HP /FAU 5 TON 36 40 5 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 53 25 65 00 14 8000 EA ME HEATER(SUSP /WALL /FLOOR MTD) 962 00 Permit PLUMBING PERMIT Additional desc Permit pin number 159657 Permit Fee 998 00 Plan Check Fee 00 Issue Date 5/10/10 Valuation 0 Expiration Date 11/06/10 Qty Unit Charge Per Extension BASE FEE 50 00 125 00 7 0000 EA PL- PLUMBING TRAP 875 00 1 00 7 0000 EA PL -WATER LINE 7 00 1 00 7 0000 EA PL -LAWN SPRNKLR BCKFLW PREV 7 00 2 00 15 0000 EA PL- BACKFLOW PROTECTION 2 30 00 1 00 15 0000 EA PL -SEWER LINE 15 00 2 00 7 0000 EA PL -WATER HEATER 14 00 Special Notes and Comments January 20 2010 7 33 34 AM rbecker A double check backflow assembly needs to be installed on the Fire sprinkler system and the lawn sprinkler system If you have any questions contact Ron Becker at 417 4886 E mail rbecker @cityofpa us or fax 360 452 4972 This project will require a seperate permit and fire alarm plans for review Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers This project will require separate permit and fire sprinkler plans for review January 21 2010 4 34 04 PM kdubuc Provide minimum 2A 10BC fire extinguishers adjacent to exits by each stairwell first and second floors If extinguishers are in recessed cabinets the cabinets must not compromise the rated wall assemblies January 27 2010 11 22 46 AM sroberds The proposal will result in construction of a 28 unit multiple family apartment in the Residential Medium Density zone for total lot coverage of 7% and site coverage of 17% No land use issues are anticipated January 21 2010 4 37 02 PM Brian 417 4708 Easements for underground electrical conductors must be obtained Cost 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) T:Forms/Building Division/Building Permit 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 Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting I Landscaping I 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 4831 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 Comments Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by IFINAL Date Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Other Fees Fee summary T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number 10 00000034 883268 Special Notes and Comments estimate letter and payment must be signed and received prior to scheduling work Transformer orders can take 12 weeks or more All site excavation to follow conditions of Clearing Grading permit #10 01 Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Page 3 Date 5/10/10 SEWER SYSTEM DELV CHARGE 15840 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 15840 00 Charged Paid Credited Due Permit Fee Total 10462 55 10462 55 00 00 Plan Check Total 5110 14 5110 14 00 00 Other Fee Total 31684 50 31684 50 00 00 Grand Total 47257 19 47257 19 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) eC4 Ogl U s A C� 05( G J s+` .,N A T o T SP ECZ'�(�N '1 5 f E��E��ED PEA PE t V CCU i MCT Is a homogeneous floor c ove r ing oaiii of otti*-Xiiii.frail al„ WOO and i pi g me nts. r•g:' DATA impact ioibittteduCt106:60 Fire Resistance: AS. -.•Aips;Otle. 000eiliesit40>S0s.noilioia*stokpip:OettteS.that'fe- pei: eaSreif.tO:OialiOath environment. r i.tciOs..,1YefrObtiT040 (Wafer based) trowel 67.1qti6te notch. 1(eStSteOCO*).fteet010: ftiC1 et a set quality in the of a becterfOstattr end: independent testing has shown that .N1,0h0s around the material that inhibits the growth of organisms such as staphylococcus aureas and dostrictluin difficife: creating better etwironrnents ttooioNG sy•ttms Martha Kirsh] nd .Accaoot Executive .F. Washingt6O/NodherO Idaho 106000 DeOcfri0c': 04*440.100* Phone 206fl2O0Q.Fas +20684Z08119 t4obie $2066501159 00.10ffikr0 It40..f.foottik4.40ibPs.oPi**WPil?q. 0.60010G SYSTEMS pot c 4f6; 4 00 t. k o tt io t t r MR meet the Ofthe'VOtArfiftS of fiegUtatiO0411,68.504th C044 Ai! Quality Oatte0erfiefif ctfitkiet. P HYSICAL CHA RACTERISTICS (dimensions are a peoixtniatej Gauge.. :Packagto4. GEOTECHNICAL REPORT House Prepared For Serenity ch ouse of Clatlam County 2009 For the Property pBSCribed As parcel 0630 99110220, West 18' St. Between "N" "0" Streets, Poet Ang Port Angeles Townsite Ctallarn County, Washington Prepared by SURVEYIN NTI EN GINEERING 7 P Street 7 Washington 98362 Port Angele Fax 36A�45 Phone 360- 462Y$491 nti4u corn Site info@ ti 4u.00m \tIct \ttitog c' e a l -DNG9u9ON s NT! 1.0 Introduction NTI ENGINEERING SURVEYING 717 SOUTH PEABODY STREET PORT ANGELES, WA 98362 Engineers Land Surveyors Geologists Construction Inspection Materials Testing (360) 452-8491 FAX (360) 452 -8498 During February of 2009, NTI Engineering and Surveying (NTI) conducted a geotechnical investigation for a proposed multi- family structure to be located off of West 18 Street between "N" "0" Streets in Port Angeles, Washington (Figure 1). The investigation included research of available geologic data for the area, and a subsurface test -pit investigation. The purpose of the investigation was to verify soil conditions at the site and to provide geotechnical soil parameters to assist in the design of the project. It is our understanding that development plans include the construction of a ±9396 square foot footprint, two story wood framed 28 unit multi family structure at the south east corner of the property (Figure 2). The building will not have a basement. The investigation was carried out at the request of Kathy Wahto of Serenity House of Clallam County, our client for the project. 1 i Mi I P- d 41 1INCIONIS 1 us, sr so T 1 TT 1 I i I LOT 14 I I sr maws a• aasprr I 1 &a 4. 11 LOT 12' d LOT LOT 10 II I LOT 2 I 4wa R ANON arra NOM LOT f7rJ 3 it H WI L0T 4 I L0T 5 4L215",3" .w 'r i80 BO rr I 4 -544ar r r '1- s f s• I NNW LOT 15 i �sra W 17 LOT 6 ISD W IT i bl f 00 AWNS Ma LOT 7 aaiwn bil r LOT 8 QGIAR LOT 9 4271NR trx ?sr mom/ war a It oars I I4 ox -DOa 11` e1 U aw IAEA ear ss i r I 2.0 Existing Site Conditions 2.1 Location The subject site is located north of Serenity House's Single Adult Shelter (2321 W 18 St) in Port Angeles and is part of a 2.51 acre tract of undeveloped land The subject site is Lot 15 and is 41,719 square feet in size. The master plan calls for future development of the rest of the tract however this report is limited to Lot 15 Lot 15 is bounded on the north by vacant land, on the east by Fairchild Heights Apartments, on the south by Serenity House's Single Adult Shelter, and on the west by vacant land 2.2 Topographv The Site is located on the crest of a low hill that slopes down towards the north and down towards the south. There is a mound of possible fill west of Lot 15 2.3 Veaetation The property is densely vegetated in pasture grasses and weeds (Photo 1). Photo 1 View of Site Looking South Towards Serenity House from near the North End of the Proposed Building. TP -2 is in Foreground. 3 3.0 Geology 3.1 Brief Overview of the Geoloav of the North Olympic Peninsula The north Olympic Peninsula is dominated by the high and rugged Olympic Mountains of the interior The Strait of Juan de Fuca lies to the north, Hood Canal to the east, and the Pacific Ocean to the west. In between the water and mountains lie the foothills and valleys where most of the development occurs. The underlying bedrock geology, that is so magnificently exposed in the Olympic Mountains, is composed predominantly of igneous basalt, and sedimentary sandstone and siltstone all of marine origin. The sandstone and siltstone formed as sands and mud on the ocean floor The basalt formed as "pillow" basalt on the ocean floor from under sea volcanic eruptions. The pillow basalt gets its name from its pillow -like appearance. Long ago, these rocks were pushed up onto the continental margin forming the Olympic Mountains. This resulted in the rocks being folded and faulted Later, during the ice age, the Peninsula was mostly overrun by large glaciers coming down from the north, and from smaller local glaciers from the interior Olympics. The glaciers deposited sedimentary till, gravel, sand, silt and clay with occasional "eratics" large stones and boulders that had been trapped in the ice and were left behind when the glaciers receded. These glacial deposits represent the majority of the surficial soil deposits on the Peninsula. 3.2 Mapped Regional and Site Geoloav Surface soils at the site are primarily units of Clallam gravelly sandy loam as mapped by the USDA Soil Survey of Clallam County Area Washington (SCS). The Clallam soil is described by SCS as moderately deep and moderately well drained It formed in compact glacial till. Permeability of this soil is moderate down to a depth of 20 to 40 inches where compact till is present, and is very slow through the till. Runoff is medium and the hazard of water erosion is slight. The Survey further states that water is perched above the compact till from January through April. The Survey classifies this soil as Silty Sand (SM) down to 10 inches and as Silty Gravel (GM) or Poorly Graded Gravel -Silty Gravel (GP -GM) to 28 inches based on the Unified Soil Classification System. The Survey further classifies this soil as having moderate corrosivity to concrete and uncoated steel and low frost action potential. Permeability of this soil is stated at 0 6 -2.0 inches per hour A seasonal perched water table is reported to be at a depth of 1 5 to 3 feet from January to April. 4 Resources ma pped the site dominantly of an Department of Natural This unit consists predominantly The Washington State DeP gravel and boulders deposited so as Juan de Fuca Lobe u le of clay, silt, sand, g vicinity hl compact m unsorted highly aximu'm dep °f 10 feet directly by glacier ice. e t pits excavated at the site to a m P with cobbles. t three Lions (Please see attached }soi11o9s�� n A generation from the rave or sandy .gravel a a layer stall, concurs with the above to be silty grail on the surface and there is a general, the sails were ou to 2 feet thick is layer of silty sand with gtaVel up feet to 6 or 7 feet. discontinuous sand layer from about 5 5 Figure 3 E moo and ales an o f the Po Ang Washington Geologic Quadrangles, t, 5 minute Q ang les, Clallam County, 7 ail W Wegrnann" and Michael Polenz by Henry W Schasse' K June 2004 C, DESCRIPTIONS OF MAP UNITS LATE WISCONSINAN GLACIAL DEPOSITS Juan de Fuca lobe till (Pleistocene)-- Unsorted and highly compacted mixture of clay, silt, sand, gravel, and boulders deposited directly by glacier ice; gray where fresh and light yellowish brown where oxidized; permeability very low where lodgement till is well developed; clasts are northern source but with abundant Olympic rock types where Olympic sediments are abundant in the substrate; most commonly matrix supported but locally clast supported; matrix more angular than water worked sediments; cobbles and boulders commonly faceted and (or) striated; forms a patchy cover ranging from <0.5 ft to 20 ft thick, thicknesses oft to 10 ft are most common; may include outwash clay, sand, silt, and gravel, or loose ablation till that is too thin to substantially mask the underlying, rolling till plain, erratic boulders commonly signal that this unit is underfoot, but such boulders may also occur as lag deposits where the underlying deposits have been modified by meltwater• typically, weakly developed modern soil has formed on the cap of loose gravel, but the underlying till is unweathered; local textural features include flow banding. Unit Qgt may be overlain by unit Qgo and underlain by unit Qga or other older units. Unit Qgt milt' include local exposures of older till that are indistinguishable in stratigraphic position, lithology and appearance. Figure 3 Continued Recessional outwash and glaciomarine drift (Pleistocene)—Gravel, sand, silt, clay and locally peat; characterized by northern rock types; typically well rounded; loose; generally well sorted; mostly stratified; deposited by glacial meltwater as opposed to nonglacial streams; locally grades up into or interfingers with post glacial alluvium (units Qoa and Qa). Glaciomarine drift facies includes pebbly silt and clay and discontinuous layers of silty sand and is weakly stratified to nonstratified. Glaciomarine deposits (included with unit Qgo in the northern part of the map area,) are deposited to a minimum level of approximately 130 ft (Dethier and others, 1995 fig. 3) Several subtle topographic steps that roughly parallel the shoreline on the coastal plain may include additional older, higher, post-glacial shoreline berms; unit ago is generally stratigraphically beneath, but partially coeval with unit Qoa, and deposition of unit Qgo may locally have continued thousands of years after deposition of unit Qoa ceased (Fig. l Polenz and others, 2004,1Ieusser, 1973). Units Qgo and Qoa are typically difficult to distinguish from each other. Deposition of unit Qgo began as ice receded some time between 14 460 ±200 14C yr B.P and 12,0001.310 14 C yr B.P (tleusser, 1973, Petersen and others, 1983) and may locally have continued until after 8 14C ky (Heusser, 1973). Deposition of the glaciomarine drift facies occurred at or about 12,600 200 14C yr B.P. Dethier and others, 1995, Fig. 1). The glaciomarine facies of unit Qgo is the lithostratigraphic equivalent of Everson Glaciomarine Drift in the Puget Lowland. Subscript `s indicates sand or finer-grained facies. Subscript ti indicates outwash interpreted as ice contact deposits, which are characterized by hummocky topography and ice collapse features and are mined for their sand and gravel resource. Figure 3 Continued 7 4.0 Site Investigation On February 27 2009, Bill Payton, Engineering Geologist with NTI conducted the test pit investigation. Three test pits were excavated at the approximate locations shown on Figure 2. The test pits were advanced to a maximum depth of 10 feet using a Kobelco ED 150 excavator The soils were visually classified and soil logs were constructed Upon completion of the test pit investigation, the test pits were backfilled with the excavated material. The test pits remained open during the investigation, but there was some sloughing in TP -3 No water was observed in the test pits (Photo 2). Photo 2: View of Test Pit 1 Information from the test pit investigation is generally consistent with the Section 3.2 soil descriptions except that the till may be intermingled with glacial outwash (Units Qgo and Qgos) See Figure 3 for the description of this unit. This unit is looser and somewhat less silty than the till Below a surface covering of vegetation, there is a one to two foot thick layer of silty sand with gravel. This layer contains enough silt that it is moisture sensitive. The absence of a strong organic topsoil layer at the surface suggests that the site has been graded in the past. Below the upper silty layer, the soil is medium dense to dense light brown to brown silty sandy gravel with cobbles and occasional boulders. From about 5.5 feet to 6 5 or 7 feet, there is a layer of sand The soil was moist to wet but no free water was present. The soil is interpreted as being glacial till and glacial outwash The 8 boundary lines between soil types are approximations, and subsurface conditions may vary between exploration locations. It is our understanding that there have been structures on the property or vicinity in the past. Charred wood was present in the surface soil of TP -2 Piles of soil in the field may be dozed fill and may contain debris. Likewise there may be buried septic tanks, water lines, etc. If any fill material, debris, buried structures, or other deleterious material is found during construction, NTI should be contacted to inspect the site and make modifications to our report if necessary 5.0 Conclusions and Recommendations 5.1 Foundations The proposed construction utilizing conventional shallow spread and strip footings founded in the native material below the uppermost silty layer appears feasible from a geotechnical perspective. The upper silty soil should not be used under structures. This material should be removed from the site or only used in places such as landscape areas. Once the silty soil has been removed the native undisturbed subgrade should be free of deleterious material such as grass, stumps, roots, trash, etc. The subgrade should be in a firm and unyielding condition prior to construction or placement of structural fill This can be checked by proof rolling with a loaded dump truck. Loose areas should be compacted to a firm unyielding condition or over excavated and replaced with properly placed and compacted structural fill or otherwise stabilized in order to achieve the desired condition. The on -site material (not the silty soil) can be used for structural fill (except for behind retaining walls; see Sec 6.2 below), provided that deleterious material and any stones over 6" diameter are removed, and it is not over the optimum moisture content. The native material may be unusable for structure fill if it is too wet. Preparation for placement of structural fill should include the removal of vegetation, topsoil and other deleterious material Should it be needed imported structural fill should conform to the current specifications for Gravel Backfill for Foundations listed in the WSDOT Standard Specifications, or similar material subject to approval of the engineer Structural fill should be placed in horizontal lifts not to exceed 8" thick, with each lift being compacted to at least 95% of the modified proctor value, at near optimum moisture content. Compaction testing should be performed in order to verify that proper compaction is being achieved We recommend that NTI be contacted to inspect the foundation soils prior to placing concrete forms, and to perform compaction testing on any structural fill. 9 The test -pits were backfilled with the excavated material but not compacted If any portion of the proposed building foundations will be constructed over a test -pit location, the material should be over excavated 3 feet or to the bottom of the test pit if less than 3 feet and replaced in compacted lifts as described above in order to reduce the potential for settlement. During wet weather, imported structural fill may be needed. Spread and continuous footings should be installed below the uppermost silty layer at a minimum depth of 2 feet below the surface. The recommended allowable foundation pressure for the native undisturbed material below the uppermost silty layer is 2000 pounds per square foot (psf), with a minimum footing width of 16 inches. Additionally, perimeter footings should have a minimum of 18 inches of soil cover for frost protection. The lateral bearing of this soli is 150 psf /ft of depth below the exterior finish grade. These values may be increased by 1/3 when considering load combinations, including wind or earthquake loads. The lateral sliding coefficient of this soil is 0.25, to be multiplied by the dead load. Expected settlement for foundation elements founded in the undisturbed native soil is estimated to be about one inch for total settlement and 1 /2" for differential settlement and should occur during construction. Slabs should not be founded on the uppermost silty soil either Slabs on grade should be founded on firm undisturbed native soil or on structural fill as described above, with a moisture barrier For a moisture barrier below slabs, we recommend that the subgrade be topped with 4 inches of open- graded rounded drain rock, topped with a continuous plastic sheeting (6 -mil minimum) that is sealed at all splices. Alternatively, floors could be suspended on joists with a crawl space below 5.2 Retainina Structures For retaining structures, where free unrestrained walls are planned to retain level clean, imported granular backfill, an active lateral soil pressure of 30 pounds per square foot per foot of depth may be utilized For restrained basement walls an at -rest soil pressure of 60 pounds per square foot per foot of depth may be utilized The on site soils are not suitable for structural fill behind walls. Imported free draining clean sandy material is recommended for wall backfill. Recommended soil index values for clean granular backfill are. total unit weight 120pcf 30° c =0 Appropriate allowances should be made for anticipated surcharge loadings. Unless walls incorporate appropriately designed back drainage systems, allowances should be made for seepage and /or hydrostatic forces, however, a back drainage system is recommended An appropriate safety factor should be applied for the design of retaining structures. We recommend using a safety factor of at least 1.5 for sliding and overturning The dynamic increment in lateral earth pressure due to earthquakes should be considered in retaining wail design. Retaining walls should be designed to resist an additional lateral soil pressure of 20 pounds per cubic foot equivalent fluid pressure for unrestrained walls and an additional 30 pounds per cubic foot equivalent fluid pressure for restrained walls. For earthquake conditions, the pressure resultant force should be assumed to act as an inverted triangular distribution. 10 It should be noted that the use of heavy compaction equipment in close proximity to retaining walls could result in excess wall movement (strains greater than those normally associated with the construction of retaining walls) and /or soil pressures exceeding design values Therefore, care should be taken during backfilling operations. Lightweight equipment, such as hand operated tampers, should be used for compaction. Period (sec) 0.2 10 5.4 Wet Weather Construction 6.0 Limitations It is recommend that building footings or other load-carrying members not be supported by the wall backfill due to the potential for excessive active earth pressures. 5.3 Seismic Parameters Based upon research of published soil data for the area, the indicated seismic site class is site class "C" based upon Table 1613 5.2 of the 2006 IBC The USGS, in their Earthquake Hazards Program, indicates the following Spectral Response Accelerations for the site: Sa (g) 1 118 S Alts Site Class C 0.632 SM1, Site Class C Soil liquefaction is generally considered to occur in loose saturated granular soil. This condition was not present in the test pits at the time of the investigation. Therefore, there is no potential for soil liquefaction at the subject site. It is anticipated that the uppermost soil layer at the site will be susceptible to excessive moisture. Thus wet weather construction may be problematic. Common problems associated with moisture sensitive soils include the inability to use on -site soils for structural fill and the need to over excavate foundation soils that have become soft and unsuitable due to excessive moisture. During wet weather on -site soils that will be used for structural backfill should be protected from excessive moisture as much as possible. If they become too wet (above the optimum moisture content), imported structural fill may be needed This report has been prepared for the exclusive use of Serenity House of Clallam County and their agents in conjunction with the above- referenced project. The report has not been prepared for use by others or for other locations or projects. Others may use it only with the express written permission of NTI This report must not be used for other lots within the tract. Within the limits of scope, schedule and budget, this report was prepared in general accordance with accepted professional engineering and geological principles and 11 practices in this or similar localities at the time the report was prepared An analysis of the potential for large scale earth movements was not performed If you desire a more detailed analysis of you site, you are encouraged to obtain such services. No other warranty, express or implied is made as to the conclusions and professional advice included in this report. The observations, conclusions and recommendations presented in this report were based on our visual observations of the subject property at the time of our site visit. Soil and geologic conditions can vary significantly between test holes and /or surface outcrops. If there is a substantial lapse of time, conditions at the site have changed or appear different than those described in this report, we should be contacted and retained to evaluate the changed conditions and make modifications to our report if necessary Sincerely, NTI ENGINEERING SURVEYING Steve Luxton MSc., P E. Professional Engineer B:\Reports1SERH0902.PAT.Geotech for Serenity House.doc 12 Bill Payton L.E.G Engineering Geologist William C Payton Jr O. Project Flame Project No. Date Location Inspector Driller Rig Type Sample Types 41 D n) Z c Soil Log New Multi Family Structure sffEet 1 elevation_ 2/27/2009 West 18th St. Port Angeles, WA Bill Pa ton BruchSruch Excavation Dale Kobeico ED 150 excavator 0 0 E tb N E o to Grass and weeds on surface 1 'grown sjtW SAND /SILTY GRAVEL 'R7loist to 179et, witFfl race CobTles I 41 6 Sand layer from -5.att to 641 7 1 8 91 101 1 21 31 4 5 6 7 8 9 20 Test Pit 1 1 3 L atum. Boring Location: near swc or proposea ouliaing Notes Property Tax Parcel 063099110220 Description Relative Density Color Soil Type; Moisture Content; Subordinates e.g. Hard Brow n o Sandy Clay Dry with Trace Gravel, Cementation, Air Voids etc. of 1R Medium Dense to Dense Brown SANDY GRAVEL with Cobbles Moist 14 Enid of Pest Pit 10 tt NTI Engineering Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452 -8491 Project Project No. Date Location Inspector Driller Rig Type Sample Types ai 0 n .o E E Fu w p c cn z Soil Log New Multi- Family Structure I sneet 1 of 1 tievarion: 2/27/2009 Datum: West 18th St. Port Angeles, WA Boring Location: near west side or proposed building Bill Payton Notes Bruch Bruch Excavation bale Property Tax Parcel 063099110220 Kobelco ED 150 Excavator 0 c 0 E Description m io Relative Density Color Soil Type; Moisture Content; Subordinates e.g. Hard Brow n Q Sandy Clay Dry with Trace Gravel, Cementation, Air Voids etc. E o co m 31 41 51 6 20 �I I Test Pit 2 Grass and weeds on surface 1 Brown Slni Y 6A IQD751Ll Y (.iKAVEL Moist to Wet, with lirace Cobbles 2 IMeawm Dense to Dense i rown SANDY GRAVEL with Co55ies Moist 15 End of lest Pit 10 It NTI Engineering Surveying, Inc. 717 South Peabody, Port Ange:les, WA 98362 ,1360) 452 -8491 Soil Log Projecalame New Multi f=amily Structure I bneet 1 of 1 Project No. tievation: Date 2/27/2009 Datum: Location West 18th St. Port Angeles, WA Boring Location: near norfn end or proposed building Inspector Bill Paton Notes Duller Sruc iTBruch Excavation Dale Property Tax Parcel 063099110220 Rig Type Kobe(co ED 150 Excavator Sample Types a� ar a� ro a Z a c a y E E a) o E U) Z c E f!J m 2 20 Test Pit 3 16 Description Relative Density' Color Soil Type; Moisture Content; Subordinates e.g. Hard Brow n O Sandy Clay Dry with Trace Gravel, Cementation, Air Voids etc. 1 [B Grass and weeds on surface rown S SAND /SILlY G Moist to Wet, with Trace Co661es 1 Meium Dense to Dense Brown SANDY GRAVEL with Co6EIes Moist, occasional boulder; test pit caving in 4 5 6 Discontinuous Sand layer from —5 5 It to 711 7 T s I I 9 10 End of Test Pit 1U tt 1 2 3 4 5 6 I 7 8I 9 NTI Engineering Surveying, Inc. 717 South Peabody, Port Angeles, WA 98362 (360) 452 -8491 i 4 DATE March 5, 2010 TO Jim Lierly Building Inspector, Plan Reviewer Community Economic Development Department 321 East 5th Street P 0 Box 1150 Port Angeles, Wa, 98362 FROM Miriam Ginsberg Ron Wright and Associates /Architects P 2003 Western Ave Suite 610 Seattle, WA 98121 SUBJECT Response to plan review comments for Maloney Heights Jim, Please see responses to your comments below 1- Plans and Calculations conflict in the seismic zone D has been referred to in both plans and calcs Also D -1 has been stated in the calcs Port Angeles is in the D -1 category Please verify you have used D -1 as your design criteria Please see attached letter from the Structural Engineer (Coughlin Porter Lundeen) 2- Chapter 17 (Special Inspections) shall be required on your project Please provide certifications of the person or agency for review Special inspections shall include but not limited to Reinforced concrete and steel, structural framing and shear, framing, truss lateral bracing, (if no design for truss lateral is provided) BCSI manual shall apply Ceiling grid Any welding and steel applications if applicable The client is in the process of selecting a Special Inspections agency I will forward the certification for the selected agency once selection has been finalized 3- Provide a copy of the soils report by NTI Please see attached Geotechnical Report from NTI Ron Wright Associates /Architects, P S March 5, 2010 S REDENED MAR 0 9 2010 CITY OF PORT ANGELES BUILDING DIVISION 4- All under slab Plumbing shall be embedded in cushion sand or an approved non- abrasive material per 2006 UPC Please see attached letter from the Mechanical Engineer (Rice Group, Inc.) 5- Verify 6 Mil poly vapor barrier under S 0 G per code Please see attached concrete specification, Section 03300 6- Back flow device shall be approved and inspected by Public works department. Plan Review Comment Responses Maloney Heights Miriam Ginsberg Please see attached letter from the Mechanical Engineer (Rice Group, Inc.) 7- Verify Corridor and unit door and smoke seal ratings or if using an exception please provide Please see attached hardware specification 8- Provide water heating demand rate verification per 2006 UPC Please see attached letter and Water Heating Sizing Worksheet from the Mechanical Engineer (Rice Group, Inc.) 9- Corridor shall have a non combustible floor finish per code Please see attached Forbo MCT fire information 10 -Plans indicate you are requiring R19 in walls We believe this is for interior and not exterior R21 will be required in all exterior walls, unless you are using a performance method Please clarify Please see attached drawing, Sheet AO 0 11- Handrail extensions shall be 12 beyond the top and bottom of the stair steps and on both sides of stairs Provide revisions Please see attached drawings, Sheets A2 1, A2 2, A7 0, and A7 1 12- An inspection for fire stop prod And window/ door flashing will be required Please see attached drawing, Sheet AO 0 Please let me know if you have further questions or comments Thanks, HARDWARE SCHEDULE HW1 (Unit Entries) Spring hinges 4310 1 ea Lockset AL53PD 1 ea Spring stop 060F 1 set Gasket S440 1 set Hot smoke seal HSS2000 1 ea Viewer U696 (2 accessible unit) HW2 (Unit Closets) 1 ea Bifold hardware BFC 125-00 1 ea Pull 753 x 1 -518 screws HW3 (Unit baths) Hinges by door supplier 1 ea Privacy AL4OS 1 ea Spring stop 060F Silencers SERENTITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS HW4 (Storage room doors mechanical door) Hinges BB179 1 ea Lockset AL80PD 1 ea Closer 1461 1 ea Wall stop I270CVCP 1 set Gasket S44D 1 set Hot smoke seal HSS2000 HW5 (Laundry room) Hinges BB179 1 ea Lockset AL1 OS 1 ea Closer 1461 1 ea Wall stop I270CVCP 1 set Gasket S44D 1 set Hot smoke seal HSS2000 HW6 (Electrical room) Hinges BB191 1 ea Lockset AL80PD 1 ea Closer P146.1 1 ea Exit Device 99NL -OP 1 ea Floor stop 1201 1 ea Threshold 227A MS ES I ea Door bottom 18061CP 1 set Gasket 305CR RECEIVED MAR 0 9 2010 CITY OF PORT ANGELES BUILDING DIVISION 08710 DOOR HARDWARE it HW7 (Activity Room /Office door) Hinges BB179 1 ea Lockset AL53PD 1 ea Closer P1461 1 ea Wall stop 1270CVCP Silencers 1 set Gasket S44D 1 set Hot Smoke Seal HSS2000 HW8 (Building entry doors) Hinges BB191 1 ea Exit device 99NL -OP 1 ea Pull 1191 -4 N mtg 1 ea Closer P1461 1 ea Floor stop 1201 1 ea Threshold 227A MS ES 1 ea Door bottom 18061 CP 1 set Gasket 305CR HW9 (Unisex bath) Hinges by door supplier 1 ea Privacy AL4OS 1 ea Spring stop 060F Silencers 1 ea Closer 1461 1: set Gasket S44D 1 set Hot Smoke Seal. HSS2000 HW10 (Stairs I Common room) Hinges BB179 1 ea Lockset AL1OS 1 ea Closer 1461 1 ea Wall stop 1270CVCP 1 set Gasket S44D 1 set Hot smoke seal HSS2000 HW11 (Bedroom Door) Hinges BB179 1 ea Privacy AL4OS 1 ea Spring stop 060F Silencers SERENTITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS END OF SECTION 08710 DOOR HARDWARE SERENITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS SECTION 03300 CAST -IN -PLACE CONCRETE RECEIVED MAR 0 9 2010 PART1 GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. CITY OF PORT ANGELES B. Floors and slabs on grade, including exterior patio areas. StIIIIING DMSOON I C Vapor retarder for below slab installation. p vu at'h D Concrete foundation walls. 4 7" E. Concrete reinforcement. F Joint devices associated with concrete work. G. Miscellaneous concrete elements, including equipment pads and thrust blocks. H. Concrete curing. 1.02 RELATED REQUIREMENTS A. Section 02770 Concrete Sidewalks, Curbs and Gutters B. Section 07112 Insulation: Installation of rigid board insulation beneath floor slabs. C. Section 07140 Fluid Applied Waterproofing D Section 07170 Bentonite Waterproofing: Installation of waterproofing at elevator pit and below grade construction cold joints. E. Section 07190 Water Repellents: Exposed exterior concrete surfaces F Section 07900 Joint Sealers. G. Section 09650 Resilient Flooring: Substrate requirements for resilient flooring. H. Section 09900 Paints and Coatings: Sealer for interior exposed concrete horizontal surfaces. 1.03 REFERENCE STANDARDS A. ACI 211 1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002). B. ACI 301 Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2005. C. ACI 302.1R Guide for Concrete Floor and Slab Construction; American Concrete Institute International; 2004 (errata 2007). D ACI 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International 2000. E. ACI 305R Hot Weather Concreting; American Concrete Institute International; 1999. F ACI 306R Cold Weather Concreting; American Concrete institute International; 1988 (Reapproved 2002). G. ACI 308R Guide to Curing Concrete; American Concrete Institute International; 2001 (Reapproved 2008). H. ACI 318 Building Code Requirements for Structural Concrete and Commentary American Concrete Institute International; 2008. I. ASTM E 1745 Standard. Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs, 2009 1.04 SUBMITTALS A. See Section 01300 Administrative Requirements, for submittal procedures. B. Refer to Structural Notes on drawings for submittal requirements. C. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements. D. Samples. Submit samples of underslab vapor retarder to be used. E. Mix Design: Submit mix design for each application. See Structural Notes on Drawings. F Reinforcing Steel Shop Drawings: Include bar schedules, shapes of bent bars, spacing of bars, and location of splices, In conformance with ACI 315 -92 and 318 -95. 03300 1 CAST-1N-PLACE CONCRETE co SERENITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS G. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301 and ACI 318. B. Follow recommendations of ACI 305R when concreting during hot weather C. Follow recommendations of ACI 306R when concreting during cold weather PART 2 PRODUCTS 2.01 FORMWORK A. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances. 1 Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain -free final appearance. 2. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings. 3. Form Ties: Cone snap type that will leave no metal within 1 1/2 inches of concrete surface. B. Form Materials for Round Concrete Columns: 1 Sonotube Finish Free Concrete Forms with Duraglas Coating as manufactured by Sonoco, 1 North Second Street, Hartsville, South Carolina 29550 (888) 875 -8754 www.sonotube.com a Substitutions: See Section 01600 Product Requirements 2.02 REINFORCEMENT A. See General Structural Notes on Drawings. B. Reinforcement Accessories. 1 Tie Wire: Annealed, minimum 16 gage. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.03 CONCRETE MATERIALS A. Per Structural Drawings. 2,04 CHEMICAL ADMIXTURES A. Per Structural Drawings. 2.05 ACCESSORY MATERIALS A. Underslab Vapor Retarder Multi -layer fabric cord- grid- or aluminum- reinforced polyethylene or equivalent, complying with ASTM E 1745, Class A, stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Single ply polyethylene is prohibited. 1 Acceptable Products. a. Moistop Ultra 10 with Moistop Tape, manufactured by Fortifiber Building Product Systems: www.fortifiber.com. 2. Substitutions: See Section 01600 Product Requirements. 2.06 BONDING AND JOINTING PRODUCTS A. Waterstops: As specified in Section 07170 Bentonite Waterproofing B. Joint Filler Nonextruding, resilient asphalt impregnated fiberboard or felt, 1/4 inch thick and 4 inches deep; tongue and groove. profile. C. Sealant and Primer As specified in Section 07900. 2.07 CONCRETE MIX DESIGN A. See General Structural Notes for Requirements. 03300 2 I CAST -IN -PLACE CONCRETE SERENITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS B. Admixtures: Add acceptable admixtures as recommended in ACI 211 1 and at rates recommended by manufacturer PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and dimensions before proceeding with work of this section 3.02 PREPARATION A. Formwork: Comply with requirements of ACI 301 Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete. B Verify that forms are clean before applying release agent. C. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. D Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. E. Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches and seal watertight by taping edges and ends. Cover with sand to depth shown on drawings; repair damaged vapor retarder before covering. 3.03 INSTALLING REINFORCEMENT A. Comply with requirements of ACI 301 Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection. B. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed positioned securely and will not interfere with concrete placement. 3.04 PLACING CONCRETE A. Place concrete in accordance with ACI 304R, UBC 1905, and ACI 301 B Place concrete for floor slabs in accordance with ACI 302.1 R. C. Notify Architect not less. than 24 hours prior to commencement of placement operations. D Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not be disturbed during concrete placement. E. Repair underslab vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material; lap over damaged areas minimum 6 inches and seal watertight. F Install joint devices in accordance with manufacturer's instructions. G. Apply sealants in joint devices in accordance with Section 07900. H. Saw cut joints within 24 hours after placing. Use 3/16 inch thick blade, cut into 1/4 depth of slab thickness. Submit proposed plan for joints to Architect prior to installation of concrete slabs. I. Screed floors and slabs on grade level, maintaining surface flatness of maximum 114 inch in 10 ft. 3.05 CONCRETE FINISHING A. Repair surface defects, including tie holes, immediately after removing formwork. B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height. C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 1/8 inch or more in height. Provide finish as follows: 1 Grout Cleaned Finish: Wet areas to be cleaned and apply grout mixture by brush or spray scrub immediately to remove excess grout. After drying, rub vigorously with clean burlap and keep moist for 36 hours. D Concrete Slabs: Finish to requirements of ACI 302.1 R, and as follows: 1 Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 301 1R; thin floor coverings include carpeting, resilient flooring, seamless flooring, and thin set ceramic tile. 03300 3 CAST -IN -PLACE CONCRETE SERENITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS 2. Other Surfaces to Be Left Exposed: "Steel trowel" as described in ACI 302.1R, minimizing burnish marks and other appearance defects. 3.96 CURING AND PROTECTION A. Comply with requirements of ACI 30BR. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1 Normal concrete: Not less than 7 days. 2. High early strength concrete: Not less than 4 days. C. Surfaces Not in Contact with Forms: 1 Slabs and Floors To Receive Adhesive Applied Flooring: Curing compounds and other surface coatings are usually considered unacceptable by flooring and adhesive manufacturers. If such materials must be used, either obtain the approval of the flooring and adhesive manufacturers prior to use or remove the surface coating after curing to flooring manufacturer's satisfaction. 2. Initial Curing' Start as soon as free water has disappeared and before surface is dry Keep continuously moist for not less than three days by water pending, water- saturated sand, water -fog spray or saturated burlap. 3. Final Curing: Begin after initial curing but before surface is dry 3.07 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section 01400. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements. 3.08 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified. C. Do not patch, fill, touch -up repair or replace exposed concrete except upon express direction of Architect for each individual area. END OF SECTION 03300 4 CAST -IN -PLACE CONCRETE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321- EAST 5TH-STREET PORT ANGELES, WA 98362 Application Number 10 00000195 Application pin number 769300 Property Address 2311 W 18TH ST ASSESSOR PARCEL NUMBER 06 30 99 1 1 0220 0000 Application type description CLEARING GRADING Subdivision Name Property Use Property Zoning RESIDENTIAL MEDIUM DENSTY' Application valuation Application desc Site prep for developement C &G #10 01 Owner Contractor HABITAT FOR HUMANITY OF 2 GRADE LLC CLALLAM COUNTY P 0 BOX 1570 PO BOX 1479 PORT ANGELES PORT ANGELES WA 98362 (360) 461 3992 (360) 681 6780 Structure Information' 000 000 SITE PREP Permit CLEAR GRADE Additional desc Permit pin number 161554 Permit' Fee 1606 00 .Plan Check Fee 06 Issue Date 3/08/10- Valuation 0 Expiration Date 3/08/11 Qty Unit Charge Per Extension BASE FEE 185 00. 10 00 55 0000 HR PW INSPECTION 550 00 385 00 5000 LF- PW ENG REVIEW WATER(LF) 192 50 542 00 5000 LB PW ENG REVIEW SAN SEW(LF) 271 00 15 00 2-5 0000 ECH PW ENG REVIEW STORM WATER 375 00 65 00 5000 LF PW ENG REVIEW ST /ALLEY /PARK 32 50 Special Notes and Comments All work. must. conform to the...approved -.plans titled Site and utility design fbr chronically homeless shelter at 2321 W 18th Street dated December 16 2009(sheets 1 5 of 6) and February 3 2010(sheet 6 of 6) approved by City Engineer and .sealed by Stephen M Zenovic PE A pre construction meeting must be requested and held prior the start work See plans for conditional approval Fee summary Permit Fee Total Plan Check Total Grand Total T \Policies\ 1102.15 [10/08] Charged Paid Credited Date 3/08/10 WA 98362 Due 1606 00 1606 00 00 00 00 00 00 00 1606 00 1606 00 00 00 Separate:Permits,arerequired for elettrical.work, SEPA, ESA, utilities, private and public improvements. This permit null and void-if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a periodof480days=after• the-work -as =commenced, or if:required inspections.have not been. requested within 180 days from theiast 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_Norkwill_be.complied with. whether specified herein or not. The granting of a permit does not presume give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constr on. 4 d (0 Si. ature of Contractor or_A(ithorized Agent Date. Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I .PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102.15 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD I I I I I I I I I I I I I YES NO I I I I. I I I. I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R. W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I I I I I RICE Group, nc. Consulting Engineers March 4 2010 Miriam Ginsberg LEED AP Ron Wright and Associates Architects, PS 2003 Western Ave Suite 610 Seattle WA 98103 Project: Maloney Heights Subject: City of Port Angeles Permit Comments Responses Plumbing and HVAC Dear Miriam RECG1 EP MAR 0 9 2010 CITY OF PORT ANGELS I' BUILDING DIVISION This is in response to the City of Port Angeles Permit Review Comments received 2/25/2010 Comment #4 All under slab Plumbing shall be embedded in cushion sand or an approved non- abrasive material per 2006 UPC Sincerely Response A note has been added to sheet M1 0 stating All under slab Plumbing shall be embedded in cushion sand or an approved non abrasive material per 2006 UPC Comment #6 Back flow device shall be approved and inspected by Public works department. Response Model number has been added to detail 2/M4 0 Wilkins RPBA Model 375A or approved by Public Works Department. Comment #8 Provide water heating demand rate verification per 2006 UPC Response Attached is the water heater sizing calculation Changed EWH1 and EWH2 to AO Smith DVE 200 to provide required storage Thank you and please call me if you have any questions Randy Hinton P E. RICE Group Inc. 20201 Cedar Valley Road, Suite 120 I Lynnwood, WA 98036 I Phone. 425 774 -3829 I Fax: 425 -672 2084 MH Water Heater Sizing UPDATED 2010 03 -02 WATER HEATER SIZING WORKSHEET JOB NAME Maloney Heights DATE. 3/2/2010 FILE NAME. MH Water Heater Sizing DESIGNER. KLY FORM HW 120 1 0 Project Data Sizing Method Based On ASHRAE Mixer Building Clasification .Aoartrhnt: Inlet Maximum Hot Water Temperature Supply 120 Temp System Mixing Valve Used (Y /N) N Inlet Water Temperature FIXTURE TYPE QUA. HW DEMAND ALT TEMP DEMND GPH /EA TOTAL GPH /EA TOTAL Lavatory Private 28 2 56 0 Lavatory Public 1 4 4 0 0 0 0 0 Kitchen Sink Private 28 10 280 0 Sink Commercial Single Compartment 2 20 40 0 Sink Commercial Double Compartment 30 0 0 Sink Commercial Triple Compartment 35 0 0 0 0 Dishwasher Residential 0 15 0 0 Dishwasher Commercial (Common) 100 0 0 0 0 Bathtub /Shower Combination 28 14 392 0 Shower Private 2 21 42 0 Shower Public (2 cycles /hr 0 30) 79 0 0 0 0 Clotheswasher Residential Type 4 26 104 0 0 0 Laundry/Utility Tub 1 20 20 0 0 0 Service Sink 2 20 40 0 0 0 0 0 0 0 0 0 0 0 Totals 978 0 Water Heater and Storage Tank Calculations Calculated GPH Demand 0 3 Demand Factor GPH Demand 293 4 Minimum KW Required (Electric) KW 50 12644 Minimum BTU /HR Input Required (Gas) MBH 228 1087 Minimum Storage Tank Required 1.25 Storage Factor Gallons 366 75 Installations with System Mixing Valves Calculated GPH Demand 0 Demand Factor GPH Demand 0 Minimum KW Required (Electric) KW 0 Minimum BTU /HR Input Required (Gas) MBH 0 Minimum Storage Tank Required 0 Storage Factor Gallons 0 Page 1 (3 1/2010) James Lierly RE MALONE HEIGHTS y Page From 'Miriam Ginsberg' <mginsberg @rwaa.com> To James Lierly' <Jlierly @cityofpa us> Date 2/25/2010 11 35 AM Subject: RE. MALONEY HEIGHTS Attachments Maloney_ Heights _Geotechnical_Report.pdf• 03300 pdf• hardware pdf• forbo_fir e pdf Maloney_ Heights _Geotechnical_Report.pdf» H «03300 pdf» i «hardware pdf» «forbo_fire.pdf» Jim Thank you for your call today As per our conversation I am attaching the following Soils Report (Comment 3) Concrete Specification (Comment 5) Please see Part 2 05 Accessory Materials for our Underslab Vapor Retarder compliance Hardware Schedule (Comment 7) Z Marmoleum Composition Tile Information (Comment 9) I scanned the information sheet, but in case the scan is unclear the Fire Resistance Information is as follows ASTM E622 /NFPA 258 (smoke density) 450 or less and ASTM E- 648 /NFPA 253 (critical radiant flux) Class 1 If you need hard copies of these items or if you have any questions please let me know and I'll include them when I send our revised drawings Thanks Miriam Miriam Ginsberg LEED AP Ron Wright and Associates Architects PS 2003 Western Ave Suite #610 Seattle WA 98103 phone 206 728 4248 fax: 206 728 4272 Original Message From James Lierly [mailto.Jlierly cityofpa us] Sent: Tuesday February 23 2010 9 11 AM To Miriam Ginsberg Subject: MALONEY HEIGHTS Miriam Attached are the comments for the Serenity house 'Maloney Heights project. Please review and provide comments and revisions as required If you have any questions please email them to me v1) r February 25, 2010 U Miriam Ginsberg Ron Wright Associates Architects, PS 2003 Western Ave. Ste. 300 Seattle, WA 98121 Jn COUGHLINPORTERLUNDEEN Dear Miriam. RE. Maloney Heights Structural Responses to Plan Review Comments The following are our responses to the comments pertaining to structural items included in the City of Port Angeles Correction Notice compiled by Jim Lierly dated February 25, 2010 1 Plans and Calculations conflict in the seismic zone. D has been referred to in both plans and calcs. Also D -1 has been stated in the calcs. Port Angeles is in the D -1 category Please verify you have used D -1 as your design criteria. Response: The plans and calculations state a seismic design category D specified per IBC 1613.1 and ASCE 7 11.6 Seismic design category D was used for design. Category D -1 is only shown on calculation page 3 which was printed from the City of Port Angeles. Category D -1 applies to structures constructed under the prescriptive requirements of the IRC and this structure was engineered according the requirements of the IBC 2006 Per IRC R301 1.3 when a structure exceeds the prescriptive limits of the IRC it should be designed /engineered according to the IBC 2006. We trust that these responses adequately address the issues identified in the correction notice. Please contact us if you have any questions or desire further clarification. Sincerely Coughlin Porter Lundeen, Inc. Eric Lentz Structural Engineer 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P 206/343 -0460 F. 206/343 -5691 CITY OF W A S H I N G T O N U S A COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT DATE February 22, 2010 TO Serenity House PO Box 1479 Port Angeles, Wa, 98362 FROM Jim Lierly Building Inspector, Plan Reviewer Community Economic Development Department SUBJECT Plan review comments for Maloney Heights The following is required to complete the plan review for your project. 1- Plans and Calculations conflict in the seismic zone D has been referred to in both plans and calcs Also D -1 has been stated in the calcs. Port Angeles is in the D -1 category Please verify you have used D -1 as your design cntena. 2 Chapter. 17 (Special Inspections) shall be required on your project. Please provide certifications of the person or agency for review Special inspections shall include but not limited to Reinforced concrete and steel, structural framing and shear, framing, truss lateral bracing, (if no design for truss lateral is provided) BCSI manual shall apply Ceiling grid. Any welding and steel applications if applicable. 3- Provide a copy of the soils report by NTI. 4- All under slab Plumbing shall be embedded in cushion sand or an approved non abrasive material per 2006 UPC 5- Verify 6 Mil poly vapor barrier under S 0 G per code 6- Back flow device shall be approved and inspected by Public works department. 7- Venfy Corridor and unit door and smoke seal ratings or if using an exception please provide 8- Provide water heating demand rate venfication per 2006 UPC 9- Corridor shall have a non combustible floor finish per code. 10- Plans indicate you are requiring R19 in walls We believe this is for intenor and not extenor??? R21 will be required in all extenor walls, unless you are using a performance method. Please clarify 11 Handrail extensions shall be 12' beyond the top and bottom of the stair steps and on both sides of stairs. Provide revisions. 12- An inspection for fire stop prod. And window/ door flashing will be required. Thank you for your application, if you have any further questions or clarifications please feel free to contact us Jim Lierly City of Port Angeles Building Inspector jherly @City of Port Angeles 360 808 -0534 Ayfi1'lilea f or' t.t) q 'Et A s �tlrzt,�teG�s f 20o 3 e. ter h �1tre Sri t Sao Sc.afi+t e- W A 9 s t 'Z t r 61sb @oG: 728_ct BUILDING PERMIT APPLICATION m3tn @rwc.ci. Print in ink CITY OF PORT ANGELE$ Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417-4815 fax (360) 417 -4711 Co into-CA k €.h y (Ai o Kto Applicant s. t~cte l.wusS C'ati,i Ph i e 3� a Property Owner tkikt'rtr,, -t Nk.4,►4t°4Nt1"t' Phone 2 Property Owners Address p fba>4 1 Ztk Contract 4 o pl; S co cor.rc'.mLYerS _t_ L Phone Contractor's Address IR1 atC-Vc ,sVC A P,b.��c zz o sNO. Ita,irk License c 54 v.. Expires 6 s" /69 /z4, 10 E-mail PROJECT ADDRESS w t s Parcel Number; .b -3 b —9 i 2 .—t1tt" 7- Proiect A Brief Desccindei 1( Che all Mat apply ow Construction a Addition o Remodel o Repair o Demolition Re -roof o Heat System o Other Deck Shed Other or eore.A. Co l('' r. For City Use Only Date. Received l' 11 -10 Permit I C) Date Approved 1 �'i n tan AlVtitr. 5 (v A of Community Developrt nt yG Let Zoning ‘A-ot-ksz. s 6 0 86z 8316 D Residential (JVlulWdam1ly o Commercial o Industrial G<z- t,G EC.: C caw-Ds tS-"t" t* f'rotA ciso ttr t•+ sYo .•St '3u Ir w MA- 76 /q-C._ �wC,.r--Vr r' i&= t Y C 9 l•-a` 1 `CS B N `t C%l k? r�."Y .tom e t.7c -lt t�4�,5 11,230 o Houae o garage o other o tear off re -roof o lay over one layer D Heat pump o wood burning stove o gas fireplace o pallet stove o other floor Areas 1 F dtfl t i j1e, it) &posed fsrl ft-1 6 1 230 st Basement pe sq, ft. 1e Floor 4- �3 tfZ :3 `i9 2� 2"d Floor 93 4 2 5 Z7, 3y' 3 Floor Garage Carport Covered Porch 1ksz 4 16tairri 7 l2 6-! Caltlr\siSoc� t3 Mon am 6 pKdlby i r,°' 131, 4 TOTAL VALU TION s 1, 609 6Z.6 6 0 corn re Iva +6-au k Total footprint of structures °i 'ti z S sq ft. Lot sl a sq. ft, Lot coverage 7- 7 t ZC Site Coverage the arm0nt.of impervious surface on a parcel, In structures, paved driveways, sidewalka S f Co and other impervious surfaces: (see PAMC 17,94 136 for exemptions) Site coverage a ,P.,- 05 5 i 3 1 7 2 0 5 F 16.59 `/b Max: "height of pro�sosed''structures ~Id Nzt ft. Occupancy group fix" or bedrooms. 7.8 ony Will a lawn sprinkler system.be Installed? Y Occupant load 2. g of full baths S Ca it Will a fire sprinkler system. be installed? T Construction type V--A of half baths I 4o I have read and coinpietedihth application and Know it to be true and correct. f am aui twired to apply for this permit and understand m1 h that Ii ismy reeponsrbilliy to deterrnine what perm! .era require• and to obtain permits prior to waiting an .rofecrs, G nst Date e- /0 Print Name i l Signature 9 d_14 _3/9_ t /III 10 TFonPe/RUiid Dlvleion/Bldg PermN,doc �tG a I 2-1 I 0 V `1cct.h0 e oya►1 -from M; r;cr -1 G41S V uaoIA was amen *e cov o cl-or Vnras deCIav Look Up a Contractor Electrician, Plumber or Elevator Professional License Detail Page 1 of 2 Return to List Start a New Search Gt Printer friendly General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance Business and Licensing Information Verify Workers Comp Premium Status Name CORSTONE CONTRACTORS LLC Phone No. (360) 862-8316 Address 1910 BICKFORD AVENUE, STE A Suite /Apt. PO BOX 2280 City SNOHOMISH State WA 98290 Zip County SNOHOMISH Business Type Limited Liability Company Parent Company Business Owner Information Hide All Name I Role ITAPERT, MARK C PARTNER /MEMBER IVERHOEVEN, ERIN J PARTNER /MEMBER Informal, in Spa sh Topic Indc Contact Info 1 Search Home Safety Claims ft In Workpla Rights T ade 8 Licensing Find a Law (RCW) Rule (WAC) Get form publi ati Effective Date 1 Effective Date 105/09/2002 105/09/2002 Bond Information Bond Bond Bond Company Account Name Number TRAVELERS 2 CAS £i STY 10446880605/07/2005 Until CO OF Cancelled AMER AMERICAN Until 1 STATES INS 6168115 05/07/2002 Cancelled 07/06/2005 CO Expiration Cancel Date Date UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 Impaired Date Insurance Information Insurance Company Policy Number Effective Ex Name Date CENTURY 6 SURETY CCP616652 09/01/2009 08/01/2010 CO LIBERTY 5 SURPLUS DGLSF184566035 09/01/200709/01/2009 INS CORP 0 Help Check for Dept. of Revenue Account Expiration Date 602202840 i ACTIVE CORSTCL984KZ CONSTRUCTION CONTRACTOR 5/9/2002 5/9/2010 GENERAL UNUSED Bond Received Amount Date $12,000 0004/08/2005 $12,000 0005/09/2002 Date Date Date on Cancel Impaired Amount Received Date Date $1 000 000 00 08/28/2009 $1 000,000 0009/03/2008 https. /fortress wa.gov /lni/bbip /Detail.aspx 1/27/2010 Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 2 of 2 4 3 2 1 Summons Complaint Information ,;a Tax Warrant Plaintiff County Id Summons Cause Complaint Number 1 �Y�414.lunaar LIBERTY SURPLUS DGLSF1845660 09/01/2005 09/01/2007 INS CORP OHIO CAS INS CO BKW0653329960 04/30/2005104/30/2006 WEST AMERICAN BKW52957075 04/30/2004 04/30 /2005 INS CO OHIO CAS BK05295707502 04/03/2002 Until CO Cancelled CRAIG a 072078876 DEBORAH SNOHOMISH 12/10/2007 $0 00 CUMMINGS $1 000 000 0008/30/2006 $1 000,000 00 $1 000 000 0004/21/2004 Complaint Complaint Judgment Judgment Payment Payment Dismissal Paid Date Amount Date Amount Date Amount Date By $0 00 About Ltd I Find job at L &I I Site Feedback I Toll -free Number f' Washmgto Stale Dept. of Lab. no Intlustr Us of tot ite ibfect to the laws of the state of Washmgto Ac _es _ASleerne0t I fr aacy_ nd seturlty_statelitppt Inte04ed..use /exteroal,conte tt policy Stall nly_tipk 05/05/2005 05/09/2002 08/20/2008 https. fortress .wa.gov /lm /bbip/Detail.aspx 1/27/2010 (1/27/2010) Linda Pangrle Re FW Corstone s Business' License From Linda Pangrle To: Miriam Ginsberg Date 1/27/2010 4 29 PM Subject: Re FW Corstone's Business License Yes, please enter the correct contractor information on the building permit application and send it to me. Thanks, Linda 'Miriam Ginsberg' <mainsbera5rwaa.com> 1/27/2010 3 53 PM Hi Linda, Please see the email from the contractor below (and attached license) Let me know if you need me to resend the form. Miriam Miriam Ginsberg, LEED AP Ron Wright and Associates Architects, PS 2003 Western Ave. Suite #610 Seattle, WA 98103 phone: 206 728.4248 fax: 206 728.4272 From Jane Thorndike fmailto.Janeecorstonellc.coml Sent: Wednesday January 27 2010 3 PM To Miriam Ginsberg Subject: Corstone's Business License Miriam, I have attached a copy of Corstone's business license for your use. Our legal business name is Corstone Contractors LLC, license CORSTCL984KZ, expiration 5 -9 -2010 Please let me know if you need additional information. Jane Thorndike Corstone Contractors LLC PO Box 2280 Snohomish, WA 98291 Direct Line 360 453 -2406 Page F625-05 (8/97) F625-052-000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Detach And Display Certificate CORSTONE CONTRACTORS LC 1910 BICKFORD AVENUE, STE A PO BOX 22i30 SNOHOMISH WA 98290 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST EXP DATE CCOI CORSTCL984KZ .05/09/201:..0 EFFECTIVE DATE 0/09/2002 CORSTONE CONTRACTORS LLC 1910 BickPoOkiti. AVENUE, STE A PO BOX 2280 SNOHOMISH WA 98290 Signatur. Issued by DEPARTMENT OF LABOR AND INDUSTRIES APR 2 8 200 APR 28 2008 Please Remove And Sign Identification Card Before Placing In Billfold (1/27/2010) Linda Pangrle RE FW Maloney Heights Page :1 From Linda Pangrle To: Miriam Ginsberg Date 1/27/2010 2 31 PM Subject: RE FW Maloney Heights Hi Again, Did you mean Corstone Enterprises LLC, instead of Corstone Contractors LLC? The address, license number expiration date, and phone number that you entered on the application are listed for Corstone Enterprises LLC, but you named the contractor as Corstone Contractors LLC. Please verify which it is. Thanks, Linda 'Miriam Ginsberg' <mainsberaerwaa.com> 1/27/2010 2.13 PM «Bldg_Permit_App_Rev.pdf» Hi Linda, Thanks for your response. Here is the form with the contractor information and initialling. Please let me know if you need anything else. Miriam Miriam Ginsberg, LEED AP Ron Wright and Associates Architects, PS 2003 Western Ave. Suite #610 Seattle, WA 98103 phone. 206 728.4248 fax: 206 728 4272 Original Message From Linda Pangrle fmailto.Loanarle(acity foa.usl Sent: Wednesday January 27 2010 1 56 PM To Miriam Ginsberg Subject: Re FW Maloney Heights Hi Miriam, Please see the attachments below There are two, active Corstone contractors listed on the L I website. Their information is attached below Is one of these the contractor you chose for the project? Please print the attached application and initial the monetary changes I made (reflecting the $93.24 per sq. ft. changes) Also please write in the contractor information on the application. Please either scan and e -mail me the updated application, or fax it to me at 360 417 -4711 Thanks, Linda 'Miriam Ginsberg' <mainsberaarwaa.com> 1/27/2010 1 21 PM Hi Linda, We'd like to adjust our permit fees to reflect the cost of $93 42 /sq ft. as per Linda's email below The contractor will be Corstone Construction. Please let me know if you have any questions. (1/27/2010) Linda Pangrle RE FW Malonejr Heights Thanks, Miriam Miriam Ginsberg, LEED AP Ron Wright and Associates Architects, PS 2003 Western Ave. Suite #610 Seattle, WA 98103 phone: 206.728.4248 fax 206.728.4272 From: Sue Roberds fmailto.Sroberds(alcitvofoa.usl Sent: Wednesday January 27 2010 9 AM To Miriam Ginsberg Cc: Linda Pangrle Subject: RE. Maloney Heights Good Morning Miriam: The minimum charge for construction type VA from the 2009 ICC rating chart is $93 42 /square foot. We cannot go below that figure. When I mentioned the $80 /sq.ft. figure, I was looking at the wrong construction type. The process would be to send an e-mail to IoanarleCalcitvofoa.us to indicate the change in cost. Be sure to note who the awarded contractor is for the record as well, and she will attach to the application for processing. Let me know if you have any further questions. Sue Roberds Planning Manager City of Port Angeles, WA (360) 417-4750 sroberdsCa citvofoa.us Page 2 (1/27/2010) Linda Pangrle RE. M aloney Heights Page 1 From Sue Roberds To Miriam Ginsberg Date: 1/27/2010 9 24 AM Subject: RE Maloney Heights CC. Linda Pangrle Good Morning Miriam The minimum charge for construction type VA from the 2009 ICC rating chart is $93 42 /square foot. We cannot go below that figure. When I mentioned the $80 /sq.ft. figure, I was looking at the wrong construction type. The process would be to send an e- mail to loanorleColcitvofpa.us to indicate the change in cost. Be sure to note who the awarded contractor is for the record as well, and she will attach to the application for processing. Let me know if you have any further questions. Sue Roberds Planning Manager City of Port Angeles, WA (360) 417 -4750 sroberdsna citvofoa.us SERENITY HOUSE OF CLALLAM COUNTY MALONEY HEIGHTS BID TABULATION FORM BIDDER ALDERGROVE BUCHANAN CORSTONE DRURY PRIMO SEABOLD SYNERGY TEAM CONSTRUCTION 14 Jan 10 ALTERNATE 1 ALTERNATE 2 HALLWAY WAINSCOT STAINED CONCRETE BASE BID FINISH FINISH FLOORS X X X X $1,794,214 $22,920 $4,459 REC JAN 2 7 2010 CITY OF PORT ANGEL, ES BUILDING DIVISION X X X X $1,893,200 $12,700 $5,400 X X X X $1,376,522 $20,000 $2,560 X X X X $1,390,235 $10,473 $4,390 X X X X $1,608,000 $8,700 $2.260 X X X X $1,717,777 $22,328 $2,952 X X X X $1,785,000 $30,000 $0 Sue Roberds Maloney Heights From "Miriam Ginsberg" To. "Sue Roberds" Date 1/18/2010 11 27 AM Subject: Maloney Heights Hi Sue The low bid is 1 376 522. At 17,230 sq. ft. this is equivalent to a cost of $80 /sq ft. The next lowest bid is 1 390,235 which is equivalent to a cost of around $81 /sq ft. Should I average these two bids, or go with the $81 /sq ft. cost? Thanks for your help on this Miriam Miriam Ginsberg, LEED AP Ron Wright and Associates Architects, PS 2003 Western Ave Suite #610 Seattle, WA 98103 phone 206 728 4248 fax 206 728 4272 From Sue Roberds [mailto Sroberds@cityofpa.us] Sent: Monday, January 18, 2010 10 43 AM To: Miriam Ginsberg Subject: RE. Maloney Heights Good Morning Miriam You can revise the building permit application by the bid as long as there is some documentation Extras always come in when a bid comes in quite a bit lower than others, and we have no way to account for that. So, if you will let us know what the bid award is and what the next highest bid is, we can work with you on that. Regards, Sue Roberds Planning Manager City of Port Angeles, WA (360) 417 -4750 sroberds aecitvofoa.us Page 1 of 1 file. //C \Documents and Settings \sroberds \Local Settings \Temp \XPgrpwise \4B54459DDO 1/27/2010 L LL C .tae -)-61 �S ��h b 'ArY,:kto is 9c)/ w 0-9 W._ -c17 -A zri/ 9 11-1- CQ ^\7k4AP(Al)3 Crar7A )()-.9 a t M I z 2 Cr'\ijletk 0 1994, 1995, DAY- TIMERS, In ALLENTOWN, PA SR. DESK L.L. /FOLIO p IY cp,c-viv ri2_3o x 9 3,1 'f I 601, 0 zG Bo COMPLIMENTS OF OLYMPIC PRINTERS, INC. (360) 452 -1381 or Toll Free 1.800- 535 -9204 Pr pled USA s CLEARING AND GRADING PERMIT PERMIT NO tC7 -el I. PERMIT FEE CALCULATIONS El 1 Grading and filling plan review and permit fee (per PAMC 3 70 110D) 0 -250 cubic yards (CY) and 4 of cut/fill ($40 00) 251 1 000 CY ($75 00) 1001 10000CY($11000) c may) It cm 9-0 10 000+ CY ($35 00 $15 00 per 10 000 CY) 2. Clearing and drainage plan review and permit fee (per PAMC 3 70 110D) Less than one acre ($40 00) One acre to 5 acres ($75 00) (2. 12. 1 o Over 5 acres ($15 00 per acre) 3 Inspection Fees (per PAMC 3 70 110 E)($55 /hr) (O t ES 1) 55©. ofl 4 Engineering Plan Review (per PAMC 3 70 115) Water ($0 50 /LF) (3ts 1 SO Sanitary Sewer ($0 50 /LF) 542. (.0 2-r t ao Storm Sewer ($9-59/ 3eo c (2 z. 1 3 S. c o Street/Alley /Parking Lot ($0 50 /linear feet of centerline) ,,s 3 z SQ 5 Additional Plan Review of changes, additions or revisions to submitted or approved plans (per PAMC 3 70 117) ($55 /hr) 6 Environmental Checklist (SEPA Review) (per PAMC 3 70 070G)($125) 7.ai d 7 TOTAL PERMIT FEE. 1 Ca D to. no, II. CONDITIONS APPLIED TO ALL PERMITS 1 Notify the City (417 -4831) forty -eight (48) hours before beginning any land- disturbing activity 2. Notify the City (417 -4831) within 48 hours of completion of any erosion and sediment control measures. 3 Obtain written permission from the City prior to modifying any plans. 4 Install all erosion and sediment control measures as identified in the approved plans 5 Maintain all road drainage systems, stormwater drainage systems, control measures and other facilities identified in the plans 6 Repair siltation or erosion damage to adjoining surfaces and drainage ways resulting from land developing or disturbing activities 7 Inspect all erosion and sediment control measures at least once each week during construction and after each rain of 0 5 inches or more (over a 24 -hour period) and immediately make any needed repairs. 8 Allow the City to enter the site for the purpose of inspecting compliance with the plans or for performing any work necessary to bring the site into compliance with the plans. 9 Keep an up -to -date approved copy of the plans on the site. 10 Ensure that all workmanship and materials are in accordance with the City of Port Angeles Urban Services Standards and Guidelines, and the current edition of Washington State Department of Transportation s Standard Specifications for Road Bridge and Municipal Construction 11 Contact the City Engineer (417 -4803) immediately if hazardous materials or soils are encountered. III. PLANNING PERMITS REQUIRED X11 SEPA Checklist (Excavation or filling 100 cubic yards or more or part of exempt project) (p 4 S 912.2 1 et) 2 Environmentally Sensitive Area (ESA) Application /Approval. 3 Wetlands Permit Application /Approval 4 Other(s) IV. PLANS AND SPECIFICATIONS TO INCLUDE A. AN ACCURATE PLAN OF THE ENTIRE SITE AS IT EXISTS AT THE TIME OF APPLICATION, WHICH MUST INCLUDE. 1 All property lines. 2. Contours over the entire site (5 -foot contours are standard but other intervals may be required) April 2009 c &g permit.doc (February 2010) Page 1 of 3 3 The date basis, and datum of the contours. 4 Graphic representations of all existing vegetation on the site designated by their common names, the amount of bare ground and the amount and type of impervious material (rock and artificial) 5 The location of all existing drainage facilities, natural and man -made 6 The locations of any wet areas and estimated capacity of any areas which impound surface water 7 The location and estimated discharge of all visible springs. 8 The location of all structures, utilities, and their appurtenances, including structures and utilities on adjacent properties when such information is reasonably available. 9 Date, north arrow and adequate scale as approved by the City Engineer on all maps and plans 10 Identification of and mitigation measures for on -site areas which are subject to severe erosion and off -site areas which are especially vulnerable to damage from erosion and /or sedimentation B. THE PROPOSED WORK SCHEDULE, WHICH DETAILS THE FOLLOWING 1 Sequence for clearing grading filling drainage alteration and other land disturbing activities 2. On -site soil or earth material storage locations and source of import materials, and location of the site where spoils will be disposed 3 Schedule for installation and removal of all interim erosion and sediment control measures including vegetative measures. 4 Schedule for construction of final improvements, if any 5 Schedule for the installation and maintenance of required permanent erosion and sediment control devices. 6 Outline of the methods to be used in clearing vegetation and storing and disposing of the cleared vegetation C. AN ACCURATE FINISHED GRADE PLAN OF THE ENTIRE SITE AS IT WOULD APPEAR AFTER THE COMPLETION OF WORK COVERED BY THE PERMIT, WHICH MUST INCLUDE. 1 Finished contours achieved by grading (at the same intervals as the existing contours) 2. Boundaries of all areas to remain undisturbed with identification and the location of all other vegetation shown on the plan that will remain after the completion of all work. 3 Drainage and related facilities to be constructed with and as part of the work. 4 Boundaries of all areas where surface water runoff will be retained detained or infiltrated 5 Method for discharging surface water off -site including the provisions required to control the velocity and direction of discharge to protect downstream properties. 6 Location of building set -back lines, and approximate limits of cuts and fills, foundations, retaining walls, driveways, etc. 7 Location and dimensions of sensitive areas and any associated buffer zones and other areas to be maintained or established 8 Location and description of proposed erosion and sedimentation control devices or structures. 9 Off -site grading shall be noted on the plans, and a dated letter of permission from the property owner(s) of the land effected shall be provided and noted on the plans V. ADDITIONAL INFORMATION REQUIRED 1 Hydrologic and hydraulic computations. 2. Engineering geology and soils reports. 3 Erosion and Sediment Control Plan. 4 Engineering cost estimate of drainage facilities and erosion control plan. 5 Inspection and maintenance agreement. 6 Letter(s) of permission for off -site work. 7 Copies of other required permit(s) 8 Other information N/ 9 Security deposit, bond, or other approved method of guaranteeing performance (circle one) in the amount of �3 07) 4 1 So o4' rEa ws L i e O, 6+ky bkcc s cS�1 2 10 Insurance required in the amounts of per occurrence and aggregate April 2009 c &g permit.doc (February 2010) Page 2 of 3 VI. ADDITIONAL CONDITIONS K1 Additiona) Conditions applicabjp to this permi listed here and /or attache IL Itmj P'itr4 o -f'n P (WI A P 'i h� v f ri e a S l Ow•k �F .1c s, rc I rd ►tom t�.�►, s SW elk o ;-,43,21 1n� S-f d 1 Of ,r l Lon/ d e(4 s 1-5 6 i a.,,,,- Fc b✓t, a 'v a r am Stl oe f)) a g elv .h -E-� i-n.a 'P-217. c e b,) S P r" evtp"t 6 I' VII. PERMIT APPROVAL This certifies that the named applicant is granted a Clearing And Grading Permit for the work described and the purpose shown in the application This permit is granted subject to the terms of the agreement contained in the application, subject to the provisions of the City of Port Angeles Municipal ode and subject to any additional conditions which are attached to this permit or as noted in sections II thrigh VI above and section VIII below Nothing permitted hereunder shall be deemed to override the provisions of any applicable law of the City County State or Federal Government. This permit expires one y ''ar from the /date,/Cf unless otherwise specified by the City_Enee�� 2'iS (I0 a zs/ e) City Engineer' Date /Dept. of omnj.c *It- Economic Development /Date VIII. INSPECTIONS AND SIGN -OFFS Please call 417 -4831 to schedule required inspections, no later than noon of the previous business day to schedule an on -site inspection of the permitted activity(ies) checked below Date Inspection Date Work Required No Description of Activity Requested Completed 1 Installation of sediment control measures /BMPs prior to land disturbing activity X 2 During construction of sediment basins or stormwater management structures 3 During rough grading, including hauling of materials. 24 4 Prior to removal or modification of sediment control measure 5 Notice of completion received from permittee X 6 At completion of final grading. X 7 Final establishment of vegetation /re- vegetation x 8 Completion of final erosion control measures. 9 As -built grading plan required. 10 Soils grading report required. 11 Geologic grading report required April 2009 c &g permit.doc (February 2010) Page 3 of 3 ZENOV /C ASSOCIATES, INC. 301 EAST 6TH STREET SUITE 1 PORT ANGELES, WA 360.417.0501 FAX 360.417.0514 12/17/2009 ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ITEM I I Al I DESCRIPTION TRENCH SAFETY MOB. /DEMOB. LOCATES SILT FENCE CONSTRUCTION ENTRANCE SEDIMENT TRAP BERM COVER PILES WI PLASTIC EROSION MAINTENANCE TREE REMOVAL CLEAR AND GRUB EXCAVATION SHAPE POND 8' DIA. PVC SEWER PIPE 6' DIA. PVC SEWER PIPE SSMH SSMH (EXISTING PIPE) SSCO 8' DIA. C -900 PVC WATER MAIN 8' DIA. GATE VALVE LIVE TAP BLOWOFF FIRE HYDRANT ASSEMBLY THRUST BLOCK POWER TRENCH CUT PATCH ASPHALT REMOVE/REPLACE CONC. CUT REMOVE EX. STORM PIPE QUARRY SPALL PAD 6' DIA PVC STORM PIPE 60' DIA. CMP TREATMENT PIPE TYPE 1 C.B. RAISE EX. C.B. LID BLOCK RETAINING WALL CONSTRUCTION STAKING TOTAL IMPROVEMENTS: BASE BID UNIT L.S. L.S. L.S. L.F L.S. L.S. L.S. L.S. EA. AC. C. Y L.S. L.F L.F EA. EA. EA. L.F EA. EA. EA. EA. EA. L.F L.F L.S. L.S. EA. L.F L.S. EA. EA. L.S L.S. ALTERNATE DESCRIPTION I UNIT I MAIN C.I.P RETAINING WALL 1 L.S. I 1 MAIN UNIT COST 1 1,000.00 1 25,000.00 1 500.00 385 3.00 1 1,000.00 1 1,500.00 1 2,000.00 1 1,000.00 5 200.00 115 5,000.00 4000 10.00 1 2,500.00 542 40.00 530 30.00 1 3,500.00 2 4,500.00 1 750.00 385 50.00 2 800.00 1 1,000.00 1 1,500.00 1 3,500.00 5 590 5.00 22 100.00 1 1,000.00 1 100.00 3 200.00 436 20.00 1 15,000.00 1 1,250.00 1 250.00 1 40,000.00 1 5,000.00 JOB 09081 CLIENT Habitat for Humanity PROJECT PHASE 1 AUTHOR: CRH Ph 06- 30- 99- 110210 TOTAL 1,000 00 25;000'00 500.00 1,155.00 I 1,000.00 1,500.00 2,000.00 1,000 :00 1,000 00 5,750.00 40,000.00- 2, 500.00 21, 680.00 15, 900.00 I 3,500.00 9,000.00 750.00 19,250.00 1,600.00 1,000.00 1,500.00 3,500.00 750.00 2,950.00 2,200.00 1,000.00 100.00 600.00 8,720.00 15, 000.00 1,250.00 250.00 40, 000.00 5,000.00 237, 905.00 I UNIT COST I TOTAL I 60,000.00 I 60,000.00 Property Owner's Address Contractor Contractors Address License 21 J ti. t t. v J 13G:4-DING RM �I T APPLICATION TIO Print in Ink CITY OF PORT .ANGEL Attn. Ruiiding Permit Technician r or City Use Only 321 F. fifth St. Port Angeles, WA 98362 Date Received 1 ii j 0 Permit (360) 417 -4815 fax (360) 417 -4711 i -_7 t CO VA-0-4k (l•rurrt (;o t(ih5 Date Approved l '11 Expires A licant► -s' nip ref ous C Cc a 1 cCrut-Try Phone 4 a A5z. 7 12. y Property Owner ►t- t -e %A- 130 tYle Phone 3 4 7 fd 5■5X PROJECT ADDRESS p)� .2.3 it w t s:r Maa Parcel Number b 3 b ttb Z Z w N c. Proiect Type 0 Brief Description: ChccK all that apply ew Construction o Addition o Remodel o Repair Demolition in Re -roof o Heat System Other EjoorAreas Basement 1 Floor 2' Floor 3 Floor Carport RECEIVE Covered Pr rch 1M Deck Shed Other Ex/Vigo Ise, ft) 1 Y7 L sr-f lei 45 7A g 11 \\U 5 J Phone I- u� I 1 I A Ai 2rtgn I arlvl 0 a.:Jr '4) E-mail 1 Lot Zoninq J I ue I I Ur 1 I iJ(bL; S Dept. of Community Developer ant o Residential Klifultil.famify o Commercial n Industrial ceo s t..-I ste.? -r"t,t? Q S`"r"A lac 'r67•'At tez-rt t° 1,7 P- t TS e-ro `fl- V r z,. r OJT> 112.30 o House n garage o other o tear off re o lay over one layer Heat pump c wood burning stove o gas fireplace o pellet stove o other Proposed (so. ftl k y l 23o st f-i- 1.b s per sq. ft. of 4-5 L r t 4, 1g r t zo by7 5' Al!" JAN 2 1 2010 al- o CAW:: Sue. K. rt t. l i rt cm 6 CITY B DIVISION 1130 TOTAL VALUATION 0 6 1 ao 60 Total footprint of structures l A sq_ ft. Lot sizze sq. ft, Lot coverage 7 t Site Coverage the amount of impervious surface on a parcel, i structures, paved driveways, sidewalks, patiss, q and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage S c 1 I per ft. Occupancy group?" of bedrooms 7- 8 hon 4" Occupant load 'z__ g of full baths S Cu (I 't Construction type \I--Pt of half baths _l 4 11 Iii hicvi 2:1 4 13( 52 5F 16 Ga Max. height of proposed structures Zza Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed'? I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that It Is my responsibility to determine what permit are require•, and to obtain permits prior to working on r%cts, e114 Data t O `/0 Print Nerne I I signature G.lr O S,�IO�+�.- �iq' 10 -1 T:ForrnaIB &iilding Divlalon /Bldg Permit.d r lA Vic (1/20/2010) Linda Pangrle RE. Maloney Heights v rr� From 'Miriam Ginsberg' <mginsberg @rwaa corn> To 'Sue Roberds' <Sroberds @cityofpa.us> Date 1/20/2010 11 40 AM Subject: RE. Maloney Heights CC <Ipangrle @cityofpa us> Hi Sue Have you had a chance to review the project costs and reduced fee estimates? Please let me know when you get a chance I sent the electrical forms to Linda Pangrle this morning Please let me know if there are any additional missing items Thanks Miriam Miriam Ginsberg LEED AP Ron Wright and Associates Architects PS 2003 Western Ave Suite #610 Seattle WA 98103 phone 206 728 4248 fax: 206 728 4272 From Miriam Ginsberg Sent: Monday January 1.8 2010 11 39 AM To Sue Roberds Subject: Maloney Heights Hi Sue We find it hard to understand also We haven't seen sq ft. costs like this in ten years or so I am sending the bid tabulation form so that you can take a look at the range We have 2 alternates but are not sure if they'll be included in the project. Have a good day getting things done! Miriam Miriam Ginsberg LEED AP Ron Wright and Associates Architects PS 2003 Western Ave Suite #610 Page 1 (1/20/2010) Linda Pangrle RE. Maloney Heights Page 2 Seattle WA 98103 phone 206 728 4248 fax: 206 728 4272 From Sue Roberds [mailto Sroberds @cityofpa.us] Sent: Monday January 18 2010 11 34 AM To Miriam Ginsberg Subject: Re Maloney Heights Dear Miriam I find it very hard to understand how this multiple family housing development can be built for less than a residential home The International Code Conference rates for multiple family development with ADA uses is a minimum of $88 /sq ft. I think I will have to check tomorrow when the Building Tech arrives Will let you know more then I am the only one working today its actually a holiday but I get more work done when no one is here! Until then Sue Roberds Planning Manager City of Port Angeles, WA (360) 417 -4750 sroberds @cityofpa us (1/20/2010) Linda Pangrle Maloney Electrical Hi Linda, Thanks Miriam Miriam Ginsberg LEED AP Ron Wright and Associates Architects PS 2003 Western Ave Suite #610 Seattle WA 98103 phone 206 728 4248 fax: 206 728 4272 From 'Miriam Ginsberg' <mginsberg @rwaa.com> To <Ipangrle @cityofpa us> Date 1/20/2010 8 38 AM Subject: Maloney Electrical Attachments electrical info form pdf NREC 06- Meloney Heights pdf Here are the requested electrical forms for Maloney Heights Please let me know if you need additional information Page 1 a t t• a le Please complete and return to Public Works Utilities Department PCV Street address at number Nearest cross street. Desired connection dic.:e Electrical transformer serving properly is. Con a pole n the ground uei,cr at work New two-Story residential building witotal of 28 units. Permanent service Name and address of party responsiole for permanent service bitting/ P�Eti 171 Single family residence Commercial E pverhead service Underground service Contact trifortilettert Site contact Contractor ElecIncian. Excavator Electr cal Total square footage Voltage Check all that apply 0 No Load Change Applicant's Signature Peny\IA- 4- o CITY OF FORT ANGELES Electrical Information Form BUILDING DIVISION REC JAN 2 0 2010 Maloney Heights/Serenity House 18th St South 0 Street Name, Serenity House of Clallam County !sire°, P 0 Box 4047 City I State ZIP Port Angeles WA 98362 'Daytime Phone 0 Existing (II other than above) Name Daytime Phone Name. Daytime Phone. !Name !Daytime Phone. IName !Daytime Prtore 17,230 sq. ft. 0120/240 1 ph 0120/240 3ph PPPPorting (Standard residential loads (Lighting, refrigerator dishwasher washer) 5 ,A/C ton) Range/Oven 0 Hot Tub 'lathes Dryer Heating (3.5 kW) 0 Pumps Hp) Water Heater 0 Elevator Hp) 0 Other Detailed plot plan (.dwg or .dxf format mandatory for subdivisions) Electrical one-line drawing showing the service entrance panel and location. Connected load data. Size and locked rotor amps...fat all motors over 50hp. 'M /\\k I MAIL OR DELIVER COMPLkEb FORM TO 321 E 5TH STREET PORT ANGELES WA 96362 FAX TO 360-417-4709 or r, ri- 5 17 Public Works Ufittlies Department (a60) 417 700 City btclrical Inspector (3601 41 3'35 c3 W gth STh 360 -452-1224 Home Phone. rNew Multi-*amily residence of units U Subdivision, of lots 0 Gene a1 service Other Title Company* Company Company 28 Main disconnect size, 12 000 amps 120/208 3ph 0277/480 3ph 0480 3W 3ph 0 Other Please provide a copy of the following WF Date, t WS ;i 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Compliance Option Alteration Exceptions (check appropriate box sec. 1132.3) Project Address Malonry Rights Serenity House P 0 Box 1479 Port Angeles WA 98362 AWA Electrical Consultants Inc Applicant Name. Applicant Address: 19015 36th Ave W Suite E, Lynnwood, WA 98036 Applicant Phone. (425) 775 1799 Maximum Allowed Lighting Wattage Location (floor /room no First Floor First Floor First /Second First /Second 'Main Lobby 'Laundries 'Corridors Common areas Toilet facilities 'Storage areas From Table 15 -1 (over) document all exceptions on form LTG -LPA Proposed Lighting Wattage Location (floor /room no.) L2 L3 L4 L5 L6 L11 Occupancy Description Fixture Description WALL MOUNTED FLUORESCENT 2 26 CFL LOW PROFILE CEILING FLUORESCENT 3 13 DECORATIVE FLUORESCENT WALL SCONCE, 1 13 CFL 1X4 FLUORESCENT WRAPAROUND, 2 32 T8 18 DIAMETER FLUORESCENT FIXTURE, 1 -40 G100 WALL MOUNTED GLOBE FIXTURE CFL ,�3II W Ig14' ]Date New Building 0 Addition 0 Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. o Prescriptive Lighting PowerAllowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) O No changes are being made to the lighting O Less than 60% of the fixtures new installed wattage not increased, space use not changed Allowed Watts oer fl 1 201 201 801 501 1 0 0 Number of Fixtures 11 35 20 7 10 1 For Building Department Use Area in ft 223 170 3781 298 Watts/ Fixture 52 39 13 64 40 13 01 01 01 01 Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Revised July 2007 12/17/2009 Allowed x Area 267 204 3024 149 3645 Watts Proposed O 52 0 O 1365 0 0 260 0 0 448 0 O 400 0 0 13 0 2538 0 Notes: 1 For proposed Fixture Description indicate fixture type lamp type (e.g. T -8), number of lamps in the fixture and ballast type (if included). Fortrack lighting list the length of the track (in feet) in addition to the fixture lamp and ballast information 2. For proposed Watts /Fixture use manufacturer's listed maximum inputwattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530 For hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used. For track lighting list the greater of actual luminaire wattage or length of track multiplied by 50 or as applicable the wattage of current limiting devices or of the transformer 3 List all fixtures. For exempt lighting note section and exception number and leave Watts /Fixture blank. 6 0 8 0 4 'RECEIVED JAN 2'32010 11 7,0 ary BUILDNGDl DIVISION 0 Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Form Prescriptive Spaces Qualification Checklist Lighting Note' If occupancy type is 'Other' and Fixtures. fixture answer is checked, the number of (Section fixtures in the space is not limited by Code. 1521) Clearly indicate these spaces on plans. If not qualif led, do LPA Calculations. TABLE 15 -1 Unit Lighting Power Use' Automotive facility Convention center Courthouse Cafeterias, fast food establishments' restaurants/bars' Dormitory Exercise center Gymnasia'. assembly spaces' Health care clinic Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies Hotel /motel Hotel banquet /conference /exhibition hall" Laboratory spaces (all spaces not classified laboratory' shall meet office and other appropriate cateaories) Laundries Libraries' Manufacturing facility Museum a) b) c) 2006 Washington State Nonresidential Energy Code Compliance Form Occupancy o Warehouses, storage areas or aircraft storage hangers ()'Other Q Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1 Fluorescent fixtures which are non lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T 1 T -2, T -4 T 5, T -8 lamps, and d) hard -wired elec tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify 2. Metal Halide with a) reflector b) ceramic MH lamps 150w c) electronic ballasts 3. LED lights. Allowance (LPA) ILPA (W /sfllUse' 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.2 I Penitentiary and other Group 1 -3 Occupancies 1.2 I Police and fire stations' 1.3 I Post office 1.0 I Retail 70 retail banking, mall concourses, wholesale stores (pallet rack shelvinal 1.0 I School buildings (Group E Occupancy only) classrooms. day care centers 1.0 Theater. motion picture 1.0 I Theater, performina arts 1.2 I Transportation 1.0 I Warehouses storaae areas 2.0 I Workshops 1.8 Parking garages 1.2 I I 1.3 I Plans Submitted for Common Areas Only' 1.3 I Main floor buildina lobbies' (except mall concourses) I 1 1 I Common areas, corridors toilet facilities and washrooms. elevator lobbies Revised July 2007 I LPA` (W /sf) 1.0 1.5 school 1.2 1.0 1.0 1 1 1.2 1.6 1.0 0.5 1.4 0.2 1.2 0.8 Footnotes for Table 15 1 1) In cases in which a general use and a specific use are listed the specific use shall apply In cases in which a use is not mentioned specifically the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces such as seating and common areas, use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1 10 w /ft may be used 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000 the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window provided that the display window is separated from the retail space by walls or at least three quarter- height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment) fitted with LED tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Tradable Locations Main Entry Canopies and Overhangs Other Entries Location Proj Addres Malonry Highte Serenity Houee P 0 Box 1479 Port Angelee WA 98362 AWA Electrical Consultants Inc Name Compliance Option Building Grounds (luminaires 100 Watts) Alteration Exceptions (check appropriate box sec. 1132.3) Appl. Name 19015 36th Ave W Suite E Lynnwood, WA 98036 Appl. Phone (425) 775 1799 New Q Addition Tradable Maximum Allowed Lighting Wattage Refer to WSEC Section 1513 for controls and commissioning requirements. Description Fixture Description 7 EXTERIOR RECESSED DOWNLIGHT Lighting PowerAllowance Tradable Proposed Lighting Wattage 1 L 7 I L8 EXTERIOR WALL MOUNTED LIGHT I L12 EXTERIOR SINGLE POST TOP LUMINAIRE Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non Tradable Maximum Allowed Lighting Wattage Allowed Watts Non Tradable Locations Description per ft or per If Proposed Watts may not exceed Allowed Watts for Category Revised July 2007 'Date 12/17/2009 For Building Department Use 0 Alteration Q Plans Included 0 Systems Analysis 0 Efficacy 60 lumens/W Q Controlled by motion Sensor El Exemption (list) O No changes are being made to the lighting ['Less than 60% of the fixtures new. installed wattage not increased. soace use not Allowed Watts Area (ft perimeter Allowed Watts per ft2 or per If (If) or of items x ft2 (or x If) 30 W /LF of door widl 128 01 3840 0 I 1.25 W /ft2 I 391 01 488 8 20 W /LF of door widl 10 01 200 0 Total Allowed Watt 4528 8 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used. Number of I Watts/ Watts Fixtures Fixture Proposed 61 42 01 252 0 31 42 OI 126 0 31 126 01 378 0 Total Proposed Watts' 756 0 Area (ft`) perimeter (If) or of items I I I I I I I 1 I I Allowed Watts x ft2 (or xIf) Non Tradable Proposed Lighting Wattage p I Number of Watts/ I Watts Location Fixture Description Fixtures Fixture Pro osed I I I I 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Form Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Non Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the `Tradable Surfaces' section of this table.) TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Uncovered Parking Areas Parking lots and drives Building Grounds Walkways less than 10 feet wide Walkways 10 feet wide or greater Plaza areas Special feature areas Stairways Building Entrances and Exits Main entries Other doors Canopies and Overhanas Canopies (free standing and attached and overhangs) Outdoor Sales Open areas (including vehicle sales lots) Street frontage for vehicle sales lots in addition to `open area allowance Building Facades Automated teller machines and night depositories Entrances and gatehouse inspection stations at guarded facilities Loading areas for law enforcement, fire ambulance and other emergency service vehicles Material handling and associated storage Drive -up windows at fast food restaurants 1 0.15 W /ft 11.0 W /linear foot 0.2W/ft 1 W /ft 1 30 W /linear foot of door width 120 W /linear foot of door width 1.25 W /ft 0.5 W /ft 20 W /linear foot Revised July 2007 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length 270 W per location plus 90 W per additional ATM per location 1.25 W /ft` of uncovered area (covered areas are included in the 'Canopies and Overhangs' section of `Tradable Surfaces') 0.5 W /ft of uncovered area (covered areas are included in the `Canopies and Overhangs' section of `Tradable Surfaces') 0.5 W/ft 400W per drive through Parking near 24 -hour retail entrances 1 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address blalonry Flights Serenity House The following information is necessary to check a permit application for compliance with the lighting, motor and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability Code (yes, no n.a.) Section Component LIGHTING CONTROLS (Section 1513) yes 1513 1 Local control /access Schedule with type indicate locations Information Require( yes I 1513.2 'Area controls 'Maximum limit per switch n a I 1513.3 (Daylight zone control 'Schedule with type and features, indicate locations I vertical glazing I Indicate vertical glazing on plans I overhead glazing 'Indicate overhead glazing on plans us a I 1513 4 (Display /exhib /special 'Indicate separate controls I 1513.5 'Exterior shut -off (Schedule with type and features, indicate location Yea I '(a) timer w /backup 'Indicate location yes 1 1(b) photocell. !Indicate location I 1513.6 Inter auto shut -off 'Indicate location yes 1513.6 1 (a) occup. sensors Schedule with type and locations Date 1 50 22 10 12 12 1 1 yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up override capability) Indicate size of zone on plans 0 1 n a I 1513 7 'Commissioning 'Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yea 1514 'Max. watts 'Indicate watts for each exit sign 10 1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yea I 1531 'Interior Lighting (Completed and attached. Schedule with fixture type Summary Form lamps, ballasts, watts per fixture yes 1532 Exterior Lighting Completed and attached Schedule with fixture types Summary Form lamps, ballasts, watts per fixture MOTORS (Section 1511) n a 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp rpm, efficiency TRANSFORMERS (Section 1540) r a 1540 'Transformers 'Indicate size and efficiency If 'no is circled for any question, provide explanation Location Building Department on Plans Notes 0 1 2 1 1 2 21 I I Revised July 2007 12/17/2009 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Complianc Forms Revised July 2007 Lighting General Requirements 1513 Lighting Controls Lighting including exempt lighting in Section 1512, shall comply with this section Where occupancy sensors are cited, they shall have the features listed in Section 1513 6 1 Where automatic time switches are cited, they shall have the features listed in Section 1513 6.2. 1513.1 Local Control and Accessibility* Each space enclosed by walls or ceiling- height partitions shall be provided with lighting controls located within that space The lighting controls whether one or more shall be capable of turning off all lights within the space. The controls shall be readily accessible at the point of entry/exit, to personnel occupying or using the space EXCEPTIONS The following lighting controls may be centralized in remote locations 1 Lighting controls for spaces which must be used as a whole 2 Automatic controls. 3 Controls requiring trained operators 4 Controls for safety hazards and security 1513.2 Area Controls The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80% A master control may be installed provided the individual switches retain their capability to function independently Circuit breakers may not be used as the sole means of switching. EXCEPTIONS 1 Industrial or manufacturing process areas as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100 000 ft 1513.3 Daylight Zone Control All daylighted zones as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing shall be provided with individual controls or daylight- or occupant- sensing automatic controls which control the lights independent of general area lighting Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i e north east, south west) Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display Exhibition and Specialty Lighting Controls. All display exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours Lighting not designated for dusk -to -dawn operation shall be controlled by either a. A combination of a photosensor and a time switch or b An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours EXCEPTION• Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety security or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior Buildings greater than 5 000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling height partitions and all meeting and conference rooms and all school classrooms shall be equipped with occupancy sensors that comply with Section 1513 6 1 For other spaces automatic controls may be an occupancy sensor time switch or other device capable of automatically shutting off lighting. EXCEPTIONS. 1 Areas that must be continuously illuminated (e.g 24 -hour convenience stores) or illuminated in a manner requiring manual operation of the lighting 2. Emergency lighting systems. 3 Switching for industrial or manufacturing process facilities as may be required for production. 4 Hospitals and laboratory spaces 5 Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors. Occupancy sensors shall be capable of automatically turning off all the lights in an area no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall mounted manual switch capable of turning off lights when the space is occupied. EXCEPTION Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday 'shut -off' feature which turns off all loads for at least 24 hours and then resumes normally scheduled operations Automatic time switches shall also have program back -up capabilities which prevent the loss of program and time settings for at least 10 hours if power is interrupted Automatic time switches shall incorporate an over -ride switching device which. a. is readily accessible b is located so that a person using the device can see the lights or the areas controlled by the switch or so that the area being illuminated is annunciated c. is manually operated d allows the lighting to remain on for no more than 2 hours when an over -ride is initiated and e controls an area not exceeding 5 000 ft or 5% of the building footprint for footprints over 100 000 ft whichever is greater 1513.7 Commissioning Requirements For lighting controls which include daylight or occupant sensing automatic controls automatic shut -off controls occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices components, equipment and systems are calibrated adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner Drawing notes shall require commissioning in accordance with this paragraph 1514 Exit Signs Exit signs shall have an input power demand of 5 Watts or less per sign. Motors General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system shall comply with Section 1437 EXCEPTIONS 1 Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers General Requirements SECTION 1540 TRANSFORMERS The minimum efficiency of a low voltage dry -type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the 'Guide for Determining Energy Efficiency for Distribution Transformers published by the National Electrical Manufacturers Association (NEMA TP 1- 2002). (1/19/2010) Linda Pangrle Fwd RE. Maloney Heights From To Date Subject: Attachments: Linda Here is the info you need for Maloney Heights. I responded to Miriam that they can revise based on the application award so she will be submitting that info to us. Will let you know Sue On 1/18/2010 at 8.57 AM, in message 08DEC324352F7540BC89100E12A8AA3D4612B9 eSERVER.rwa.local> 'Miriam Ginsberg' <mainsberaCarwaa.com> wrote Good morning Sue I'm attaching the requested site plan The electrical form and revised permit application will follow today or tomorrow As an aside we've just completed our bidding process and the winning bid is far lower that our estimated project costs Can we revise the project cost and permit fees at this time? Or is it too late? Please let me know when you get a chance Thanks Miriam From Sue Roberds fmailto.SroberdsCacitvofoa.usl Sent: Wednesday, January 13, 2010 3 46 PM To Miriam Ginsberg Subject: RE Maloney Heights Miriam A couple more things. The site plan nicely identifies the setbacks, but I'd like to see lot. Please show the site boundaries for the new lot. We need some electrical information we don't have. Brad Collins said he forwarded know and I'll re send. Also, please refigure the site coverage on the building permit newly adjusted lot contains 131,820 sq.ft. in area. I hope this is all. Sincerely Sue Roberds Planning Manager City of Port Angeles WA (360) 417 -4750 sroberds ancitvofoa.us Sue Roberds Linda Pangrle 1/18/2010 10 40 AM Fwd RE Maloney Heights Site Plan 01 15 -10 pdf how that lot fits in with the remainder of the the necessary forms to you? If not, let me application given the new boundary area the Page 1 I 1 I I 0 RECEIVED JAN 1 5 2010 CITY ES UI OF ING DIVISION Scale 50' L 20' WIDE ACCESS ROAD 1" 50' 100' A 273'± EXISTING BUILDING F.F 267 0 150' PARKING 9 SPACES it- --r-- I 3 PARKING 1„ I- I 1 I I I L H c I I I I o I 1 I SEWER SERVICE t\ UTILITY TRENCH PROPOSED APARTMENT BUILDING BUILDING PAD ELEVATION 266.00 o, DOMESTIC WATER, FIRE SPRINKLER, AND FIRE DEPARTMENT CONN. UNES a L r- FUTURE LOT UNES L 0 Y SCALE. NOTED DATE. 1/15/2010 JOB NO: 09319 TITLE. CHRONICALLY HOMELESS SHELTER ON WEST 18TH STREET, PORT ANGELES, WA SITE PLAN SERENTIY HOUSE OF CLALLAM COUNTY ENOVIC P 0. BOX 4047 L.4 ASSOCI ATES SITE PLAN 1 -15 -10 PORT ANGELES, WA 98362 INCORPORATED CUNT. I FILE. 301 EAST 6TH ST. SUITE 1 PORT ANGELES, WA 98362 PHONE (360) 417 -0501 FAX: (360) 417 -0514 EMAIL: ZEMOVICOZENOYIC.NET SHEET 1 OF 1 i ZR' X 40 0 15850' MONUMENT AT 16Th h 0 STREETS 0 Scale: 1 30' 0 30' 90' 35' l i 35' e 35' 35' IN APN 06 .30 00 110100 N 2179'35 E 47.05' PARCEL A R.O.S, V. 64, P 38 APN 06 30 99 110210 78514 S0. FT. BEFORE ADJUSTMENT 55900 S0. FT. AFTER ADJUSTMENT 182.06 a 1 N 3314'39 E 1 ADJU51E0 BOUNDARY UNE 245.55 'm X86.77' S 331438' W LEGEND: (UNLESS OTHER VASE INDICATED) .EXTERIOR BOUNDARY OF SUBJECT PARCELS OPTIONAL BOUNDARY UNE ADJUSTED BOUNDARY UNE .CENTERLINE OF STREET RIGHT OF WAY .LIMITS OF STREET RIGHT OF WAY ADJOINING PARCEL BOUNDARY N 3374'29 E 122.99 SERENITY HOUSE ADULT 9TELTER FACILITY 31 ADJUSTED BOUNDARY LINE APN 06 .30 00 110115 LOT 15 FAIRCHILD HEIGHTS APARTMENT COMPLEX PROPOSED BOUNDARY LINE ADJUSTMENT DIAGRAM MADRONA WOODS PLAT, V. 14, P 47 LOT 14 LOT 13 DRAINAGE TRACT 52207' 383.28' PARCEL. B R.O.S, V. 64, P. 38 4 APN 06 30 99 110220 109206 S0. FT. BEFORE ADJUSTMENT 131820 S0. FT. AFTER ADJUSTMENT VACANT LAND 383.19' 669.96' 35' I 30' 35' 35' 35' FILE. 0 z z 0 N W a a II F SCALE. 30' I DATE. I July 21 2009 09081BAS MALONEY HEIGHTS SITE PLAN 1 40 JANUARY 13 2010 EXISTING ASPHALT PARKING LOT EXISTING ASPHALT PARKING LOT EXISTING BUILDING FF ELEV 267 00 "MALONEY HEIGHTS' APARTMENT BUILDING FF ELEV 266.00 NEW DUMPSTER /RECYCLING .SIfFJtlar.K 5'F�O SIDEWALK NOTE. THIS SITE PLAN REFLECTS THE LOT CONFIGURATION SUBJECT TO FINAL APPROVAL OF THE BOUNDARY LINE ADJUSTMENT BY THE CITY OF PORT ANGELES. RETAINING WALL BY OTHERS 26 —6 MALONEY HEIGHTS 2321 N. 18TH ST PORT ANGELES WA 98363 HECEM1 IAN 1 2 2010 CITY OF PORT ANGELES Dept. of Community Development fight 8 son I Arch, c 2003 W St 300 Seattle, Washlagtoa 98121 -2161 (206) 728 -4248 FAx (206) 728 -4272 CLEARING AND GRADING PERMIT APPLI (Applicant must complete Page 1 of Application. Page 2 will be corn Name of Applicant: Applicant's Mailing Address Applicant's Phone Number Plan Preparer (Architect/Engineer) Preparer's Mailing Address Preparer's Phone Number Location of Proposed Activity 11.9." t 5.,.10 slibmA I 1 102 t b y (Street address or lot and block number) �40-- 2321 11;s s� Owner of Property b4- t r- u1Anavvol (If not applicant, attach letter of authorization from property owner) Description of Proposed Activity (Also attach plans sketches or other important information which would assist in our initial review). k ei pp ulikA 4. rns 4t b T s'! c 1. c cann w clF� I Nit ,:1H 1 T� cF S�I•elA, W I C. ,n,nIcaIl. ,AAAL.lss sit, II4- Estimated Amount of Material, in cubic yards, to be excavated, imported, or exported If the answer to any of the following three questions is yes, an Environmentally Sensitive Area (ESA) application with a SEPA checklist and associated fees are required to be submitted with this application and will be processed according to the City's consolidated permitting process. 1 Is the excavation or fill associated with the development of a parking lot for more than 20 vehicles? (yes or no) 2. Is the total amount of excavation or fill expected to exceed 100 cubic yards? Yes. (yes or no) 3 Will any portion of the grading excavating or filling occur within 200 feet of any of the following? jlf the answer is yes, please check the appropriate condition(s)] Shoreline kb Stream /Creek 1No 40% or greater slope The applicant hereby affirms and commits that the information submitted for this permit is accurate and that the applicant will comply with the terms and conditions of this permit and the City of Port Angeles Clearing and Grading Ordinance. Signaturjof plicant or authorized representative Sept 2009 cg application (2).doc.doc d rt ,o. ■4-16I A,Ac -cs u �i 541 loft I to l�D 4.,!tAcNl L kfi.oESrsr I IX-. (01 c I .et -esw i- 463(417. �4-t -osot 1 it?5/lo bate .w Application No. 1 //..S In Chit! )2010 {"�.Si��.p -vim 't"i LES I Dept. of Community Develbpment page 1 of 3 HIE*- i cy L9S CLEARING AND GRADING PERMIT APPLI (Applicant must complete Page 1 of Application. Page 2 will be compl Name of Applicant: Applicant's Mailing Address Applicant's Phone Number Plan Preparer (Architect/Engineer) 4,etncNt� k4.tnafacks, Preparer's Mailing Address. ,ice, f e l 7 h b-+.n.�4."es t 13A- �5,, 4 C. Preparer's Phone Number d-t Location of Proposed Activity I b.n-I- 11-, Si r, t 14i/ n,n t o4- t n2. i ►n, -.A t a+4ety (Street address or lot and block number) 4 o 2321 e Owner of Property 4,6,761- 1- Z.. t vtc v j (If not applicant, attach letter of authorization from property owner) Description of Proposed would assist in our initial re 4t tt i,"„4 -1 rat Signatur'of applicant or authorized representative c t tit t .-fit 4 9 �1 x, /Io Date Application No. O C� Win„ 1 A AC ..1 u (n7 130 e by Cit4. 'Lana C p �o op ?9 [ES Deot. of Community Deve pment Activity (Also attach plans, sketches or other important information which view). J -vr c bus a, Estimated Amount of Material, in cubic yards, to be excavated, imported, or exported If the answer to any of the following three questions is yes, an Environmentally Sensitive Area (ESA) application with a SEPA checklist and associated fees are required to be submitted with this application and will be processed according to the City's consolidated permitting process. 1 Is the excavation or fill associated with the development of a parking lot for more than 20 vehicles? (yes or no) 2. Is the total amount of excavation or fill expected to exceed 100 cubic yards? J (yes or no) 3 Will any portion of the grading excavating or filling occur within 200 feet of any of the following? jlf the answer is yes please check the appropriate condition(s) _Ur) Shoreline Nn Stream /Creek N0 40% or greater slope The applicant hereby affirms and commits that the information submitted for this permit is accurate and that the applicant will comply with the terms and conditions of this permit and the City of Port Angeles Clearing and Grading Ordinance. Sept 2009 cg application (2).doc.doc page 1 of 3 CLEARING AND GRADING PERMIT APPLICATION G 1 THE PROPOSED ACTION HAS BEEN DETERMINED TO BE EXEMPT FROM A CLEARING AND GRADING PERMIT, BASED UPON THE INFORMATION PROVIDED BY THE APPLICANT THE BASIS FOR THIS EXEMPTION IS AS CHECKED BELOW G A. Land clearing grading filling sandbagging diking ditching or similar work during or after periods of extreme weather or other emergency conditions which have created situations such as flooding or high fire danger that present immediate danger to life or property as authorized by the City Engineer G B Land clearing necessitated by order of the City Council related to the abatement of a public nuisance where the work is administered by the City G C Removal of dead diseased or damaged trees which constitute an imminent hazard to life or property G D Clearing performed under the direction of the City Engineer within a public right -of -way or upon an easement, for the purpose of installing and maintaining water storm sewer power cable or communication lines G E. Cemetery graves G F Non destructive vegetation trimming with proper removal and disposal of debris EXEMPTIONS "G" THROUGH "L" SHALL NOT APPLY IN SITUATIONS WHERE THE PROPERTY INCLUDES AN ENVIRONMENTALLY SENSITIVE AREA. G G Land that is less than one acre, except where an adjacent area containing disturbed areas under the same ownership or chain of ownership has been similarly exempted so that the combined area is greater than one acre and final site stabilization is not complete G H If a building permit is issued no additional clearing grading or filling permit or associated fee will be required provided that the standards established in the City's Urban Services Standards and Guidelines shall be applied as a condition of said building permit. G I Routine maintenance of existing stormwater drainage facilities located outside of a critical area (as defined by PAMC 15.20 030), including but not limited to detention /retention ponds wetponds sediment ponds, constructed drainage swales water quality treatment facilities such as filtration systems and regional storm facilities that are necessary to preserve the water quality treatment and flow control functions of the facility This exemption does not apply to any expansion and /or modification to any existing stormwater drainage facilities. G J Roadway repairs and overlays within a public street right of way for the purpose of maintaining the pavement, curbing or sidewalk on existing paved roadways G K. Forest practices regulated under RCW 76 09 Activities involving conversion of land to uses other than commercial timber production are subject to clearing and grading regulations G L. Other reason as indicated hereon: An exemption from a Clearing and Grading Permit does not exempt the person doing the work from meeting all applicable federal, state, and local codes, standards, guidelines, and regulations, including obtaining and meeting the conditions of all applicable permits. G 2. HE PR OSED ACTION IS NOT EXEMPT C&G PERMIT REQUIRED Dept.of C m 8m &'Economic Development DDate City EngineerU Date Sept 2009 cg application (2).doc.doc 2 of 3 I�. (ahu h it AS ic/R�t„teL*S 2 00 e stA h ,4 24 Sc. 30o Sean{ -le, -iA g812.( C c:-- (�t'riarn Gtnsb �CXo' 7 2-3-92 AS 01 BUILDING PERMIT APPLICATION Pri in ink Coma. kathy p rti.A Co llins Applicant s-a t' `P E st a Guam counrt Phon Property Owner W kb r# ate. L404/,a pry Ph Property Owner's Address PO ,bX I Vi Crr-f Contractor 1 Contractor's Address License Expires E -mail 1A14-1/- 311 r6 PROJECT ADDRESS" k t sreJ1 sY Parcel Number e 3 b _e t 2-2 Lot Zoning W- Proiec( Type Brief Description: Check all that apply 'leww Construction o Addition a Remodel o Repair o Demolition t7 Re -roof o Heat System a Other Boor Areas Basement 1 °t Floor 2 "d. Floor 3" Floor Garage Carport Covered P Deck Shed Other CITY OF PORT ANGELES Attu_ Budding Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 fax (360) 4174711 o Residential �14ultarfaml/y o Commercial n Industrial b..a ‘c -"C cpyd4 tS•1"s ri O.� Gaev c/..or o N ,..a �,�ro .1-' t ,t C't Oct-- 1So ti Gk.*. w Ir t ,4 -rs "TW t..3T �Y tGtt `r vtat 'TS t v"( ev-r ►fir t< -rat F1-s I('1,23o 59..`x') o House n garage 4 other a tear off re roof a lei over one Layer o Heat pump o wilod- burning stove o gas fireplace pellet stove o other Proposed (s 1'1, 230 .5, f per sq. ft. 4-5 �zr7 01) t 4-, L a Za 677 •A ,�rt r L 1 pK\al by C01�1 S ue.K, am6 O 1 131 T OTAL V 064, b tD bO Total footprint structures °I k sq. ft. s' Lot s ill, ize 4 sq. ft, Lot coverage r 7 1 Z, Site Coverag the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, n and other pervious surfaces. (see PAMC 17,94 135 for exemptions) Site coverage s /o A ;2 OS 5 13t O5FI= (6•q9 2, per Max. h ht of proposed structures Z$ -11 Vz- r ft. Occupancy group 44 1-- of bedrooms Will a wn sprinkler system be installed? `r Occupant load Z. I ,ks of full baths Will fire sprinkler system be installed? t Construction type V--,A of half baths 19 Phone 7 g Call I 4 ve read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand h un, it is my responsibility to determine what permit are quire and to obtain permits prior to working on ro/acts, (9111,420- atej- /O Print Name T:FormeBuiildirtg Division /DIdg Psrmit.doc -e signature h e t w n For Use Only Date R ived l 1(- I 0 Perm i i tJ 3�k D= Approved WaQCom '34,a sz.. i 7 Z2. y r m i Y uo Community Develop nt l�r' /iq 1 I PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE DEVELOPMENT OF A NEW TWO -STORY RESIDENTIAL BUILDING WITH A TOTAL OF TWENTY -EIGHT UNITS ON THE FIRST AND SECOND FLOORS. PROJECT TEAM OWNER SERENITY HOUSE OF CLALLAM COUNTY P 0 BOX 4047 PORT ANGELES, WASHINGTON 98362 (360) 452 -7224 CONTACT KATHY WAHTO PROJECT MANAGEMENT CLALLAM COUNTY HOUSING AUTHORITY 2603 ST FRANCIS PORT ANGELES, WASHINGTON 98362 (360) 452 -7631 CONTACT KAY KASSINGER ARCHITECT RON WRIGHT ASSOC. /ARCHITECTS, P S 2003 WESTERN AVE. SUITE 300 SEATTLE, WASHINGTON 98121 (206) 728 -4248 CONTACT MIRIAM GINSBERG STRUCTURAL ENGINEER COUGHLIN PORTER LUNDEEN 217 PINE ST SUITE 300 SEATTLE, WASHINGTON 98101 (206) 343 -0460 CONTACT CHRIS DUVALL CIVIL ENGINEER ZENOVIC AND ASSOCIATES, INC. 301 E. 6T1-1 ST SUITE 1 PORT ANGELES, WASHINGTON 98362 (360) 417 -0501 CONTACT STEPHEN ZENOVIC LANDSCAPE ARCHITECT T.B.D Habitat for Humanity' of CI;t iz ['i r`.o1iflt.y 134ildin,. !Tomes, Building !lope January 6, 2010 City of Port Angeles Building Division 321 E 5 Street Port Angeles, WA 98362 Attn Building Permitting Re AHP 200902025 This document confirms that Habitat for Humanity is donating Lot 15 of the Maloney Heights Subdivision (currently identified as Tax Parcel 063099110220) to Serenity House of Clallam County without receiving any consideration, monetary or otherwise, for this donation The value of this donation of property is $27,352. Serenity House's planned use of this property, to construct a 28 unit Permanent Supportive Housing Project, is consistent with Habitat for Humanity's mission of providing affordable housing for individuals and families currently living in substandard housing or having no housing We are pleased to make this contribution of property to help the homeless in our community This letter will serve as documentation and evidence that Serenity House will be the owner of record on the Building Permit for the construction project on this site, and has our permission to begin construction according to our mutually agreed upon schedule Sincerely, Maitland Peet Executive Director 728 East Front Street PQ Box 1479, Port Angeles, WA 98362 RECEM1 JAN 1 1 2010 CITY OF PORT ANGELES Dept. of Community Development N i -I 1 H RECElyiED JAN 1 5 2010 CITY BUILDING UIILDING DIV SIION I EXISTING BUILDING F.F 267.0 Scale 1 50 0 50' 100' PARK NG 9 SPACES 20' WIDE ACCESS ROAD 273± 150' lfi L -0 -0 PROPOSED APARTMENT BUILDING BUILDING PAD O ELEVATION 266.00 DOMESTIC WATER, FIRE SPRINKLER, AND FIRE DEPARTMENT CONN. UNES SCALE: NOTED DATE: 1/15/2010 JOB NO: 09319 FILE: SITE PLAN 1 -15 -10 1I SEWER SERVICE UTIUTY TRENCH 22' -6' ri CLIENT: SERENITY HOUSE OF CLALLAM COUNTY P.O. BOX 4047 PORT ANGELES, WA 98362 7 FUTURE LOT LINES Z ENOVIC 301 T ANGELES, SUITE 8362 ASSOCIATES HOHE: (36 0) 0) 1 INCORPORATED DOA: TLIONCOZENONCNET TITLE: CHRONICALLY HOMELESS SHELTER ON WEST 18TH. STREET, PORT ANGELES, WA SHEET SITE PLAN OF so APN O9 00 100 PARCEL A .14 9 99900 90 .T WORE RR A0 MNT s USE MHO: OAJ =WARY a AS. RO) TPA LOS APN 09 00 11 0707•17 NOM /All 94071 !AMITY l I A9..R9.RN..K v y 11.4 1 A :a 4 a RCHIL HTS R/AIEN PROPOSED BOUNDARY LINE ADJUSTMENT DIAGRAM PARCEL w APx 06 SO 1022 109320 10 Aim ADJUSTMENT T ACANT ASA erol 04 AORONA WOODS RA AGE MA r 'A3 J9ly 21 20 007BA5 nsa 9081 3 5 I I j 1I a I v I I (-2.1 I .aa..l. I I e I co i I 1 r r I I YI eb lti 1 I� nm o T 11.511 POI %en VJ r. \-w ml I GLIA131 MOVIE ,I g m1C44 57, 15.7 .On M.30 EXISTING BUILDING F.F 267.0 K,m wl `Qeob[ 267 14 COX GS.5 CPO. a.Irtw.,l w sOME I Ff:FHO S5 .u\w. m fRANNII N()i 1 a'° r r j aro,rs I II w 5wm X .a mac y r r I �w>Mn I _J J I I 1 I 265.30 I I L_ u o%. am vi+ ru I -I- -7 1- L J GS GO, DETAIL ACCESS ROAD MOT SO S .a xIX .ii °Ix �.M�.� I plp �a a ao I ?Iz xix it: ill =1= =1= I za ill ill SIX ill ill x= ill na SERINITY ACCR PROFILE SCALE. 20 VERT EXAGERATION: 5.0 v Oe ember 16, 09067 PH.I m 9061 2 45 ,u S.;) \A-0\ )F,e v�� I o 'bins 1 A Z 2 alb h� X `s u ni{ �p 0 e.S o w`Ne 45-4- oor (3 U to P e 8• e�ec�riG rn� 1 -0-�al vc1��1 s (ail art t 6N` 1 bc, c(1 Bc h o.an, C J ycin L a vY'Axij r `,Res∎ OD -ter 'r,1) Z x 26 volt----5z l'r12cinagi oA oozn 31-a ro) are t &O 43 7 Lo` �°¥Y\ i. 'ft Dora L Arms perun +4 3 anti-or 3 anti-or Clo se=" C tvam Ce ynrr v60-y bah oa-5 E %e cT/ s-p H i+ai#�P- to ck cal Vlo KZ Cirtvlc 11,9 tum r t\,eLCeS 1_c vtld 1) Co rn eoo rn 1 s -F 1004 J 1 Corvtc C 1St FIoov 4 4Azi) �e kt o W CYN y `n A-he Mecinar•ic4-\ reorv, V Y\ I 1 x 28 112 "San`\A -car Clos'+ S KS 1 s-t- Zv\k`flnor- C k'o® t'y 5 It-3 Co h-, 'CY\k n bezkin`e z Z, Launc room W aslne-rs YY1 couk rn z k 3 F1 oOtr S c.. f c PreUor, io+k Z 1-1 Doub4e- c,t \fa`v oh r?V V.Ae r c u -7 u�o l ��,e 2 y R edu Pre,ssure Za'r,e ,V-flo Pvv--v 4.er pica 43t,4(19 sMv l )!L S1� C r -Waa Ron Wright Et Associates Architects, PS 2003 Western Avenue, Suite 300 Seattle, Washington 98121 3128 phone 206 728 4248 fax 206 728 4272 DATE. 1/8/10 TO Sue Roberds Company City of Port Angeles Building EC IE Q l Department RE. Maloney Heights JAN 1 1 2010 Building Permit Application FROM. Miriam Ginsberg MESSAGE Enclosed is one set of Maloney Heights Permit Drawings and Structural Calculations, as well as the Building Permit Application 2 additional sets of the drawings and calculations will arrive in separate Fed -Ex tubes. A check for the Permit Plan Check fee will be mailed to your office separately Please contact me with any questions. Miriam Ginsberg TRANSMITTAL CITY OF PORT ANGELES Dept. of Community Development