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Home My WebLink About1527 E. Front Street Address: 1527 E Front Street t t IfiCA ET �F OCCl1 �ANCY CERTIF Cityof`Port Angeles - Building D vision This certificate is issued�'p satant to the requirements,� Section 17.1.:=of th'e 2009 International Building Code certifying that attthe tame.-of issuancye this structure was in compliance with the various ordinances of the City regulatingb�ialdang;constri�ctaon oY use for tfollow nig Business name: LeiiiFarms Inc.. T Business address157E Front*Street Business owner: Edd Le'itz "" w Business owner'sAl, ddress: 1435 Deer'6rk-Rd&Port Angeles WA 98'362 Automatic are s rinkler sYystem: N/A- xKK --- .f P classification:Use & occupancy classification: Business; Occupant load `P6r2.012 IBC, Table.1.004 .__1 Type of construction: a 10/28/2013 Sue Roberds, P ncng 1V1"n'ger Date Post on the premises in a conspicuous place This,certificate shall not be removed except by the Building Official. � 1 eraH�*.� CERTIFICATE OF OCCUPANCY APPLICATION Permit# �3 -310 ~ CITY OF PORT ANGELES FEES Attn: Permit Technician $50 Certificate /Inspection L- 321 E. Fifth St., Port Angeles, WA 98362 $100 Parking Business Improvement Area (PBIA) (360)417-4815 fax (360)417-4711 fee charged for Downtown locations PLEASE PRINT IN INK Check one: New business in P.A.?❑ Change of ownership only? ❑ Moving location from within P.A.? ❑ Zoning BUSINESS NAME �e-� fiL o-rps INL Business address 1,5,,] E. roc.+ S+-. su.dt- IS Mailing address ru r✓F+-. PltCISCLA - P2dt Phone number 34o-- 4S2-1 y oo Opening date A•pc.'l Days & hours of operation M 8- Sad. F.3,-sc .'3a Business owner's name C-L L_e t Z Contact phone ylaf- 09 I Business owner's address 1436 ` eee- Par#G (ZA Fb_Kt AhCk-G-s Ll AA_ G&311 Brief description of business TZr.,. SLprly -Fay,�� . 7-c„c QT �41 n fc. Property owner's name Contact phone 3 - a Property owner's address/contact i or-- S-e 14$_mkz �eZ ETA c BUILDING DEPARTMENT phone 417-4815 Bldg approval by .J on i J Is the business a restaurant or bar that will seat 50 or more people? Yes ❑ No Construction changes planned (moving walls, adding/enlarging windows or doors, roofing, siding, foundation work, adding/altering stairways, ramps, bathrooms, electrical, heating/cooling/ventilation systems, etc). Work planned: FIRE DEPARTMENT phone 417-4653 Fire approval by on Changes to a fire sprinkler system or fire alarm system? Yes ❑ No ❑ Work planned: PBIA (Parking Business Improvement Area -Downtown) phone 417-4623 Square footage of business?3 Z) 3 PBIA no Is business moving within the PBIA? Yes ❑ No/ CITY CLERK phone 417-4634 City Clerk approval by on Second-hand dealer/pawnbroker business? Yes ❑ No,� Will there be dancing at this business? Yes ❑ No,'a' A City of Port Angeles Business License is required for: Taxi, Peddlers, Second-Hand Dealer, Pawnbroker, Dance, Hotel-Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 COMMUNITY& ECONOMIC DEVELOPMENT phone 417-4750 CED approval by on Number of off-street parking spaces available for employees and customers? " SicL- Cx.-t-Ov parking plan may be required.) Signs? (wall-mounted, freestanding, projecting, awning, A-frame, etc?) Signs planned: PLEASE NOTE: NO flashing, intermittent, or chasing signs are permitted in the City of Port Angeles. PUBLIC WORKS DEPARTMENT- ENGINEERING phone 417-4812 PWE approval by on Is site work planned (new or re-located sewer or water service, excavation, grading or filling, work in City right-of-way, new driveway openings, site drainage, parking lots, downspouts, irrigation system backflow devices, etc.). Yes ❑ No� Work planned: PUBLIC WORKS WASTEWATER phone 417-4845 PWW approval by on Will waste, other than domestic household waste, be discharged into the sewer system? Yes ❑ No C If yes, what will be discharged: Call for Certificate of OccupancV inspections BEFORE opening business. Building Department-Inspection 417-4815 Fire Department Inspection 417-4653 Please sign up for utility services at the cashiers' counter. 1 hereby apply for a Certificate of Occupancy. I acknowledge that I have read this application and state that the information I have supplied is correct to the best of my knowledge. Incorrect information may result in revocation of permit. L, i Date ) a 13Print Name � �" Z Signature _C1 T:\Forms\Building Division\Certificate of Occupancy Application(2010).doc Page 2 of 2 � o _ I a I V i 1 e y I 1. ' I S5� I a r I Q � `l�- o�Cace- O{{ace Crirft� S�•o aa1v-04 w, •• � � �k..�.bt t� l'T C'G ti{, f ZZXZ�5:77th }� +int 8450 ro�ct5 r rS�5xt3=-zuz� i 1� L Patrick Bartholick From: Patrick Bartholick Sent: Friday, March 29, 2013 11:09 AM To: Dan McKeen; Dave Chastain; David Freed; Edith Parker; Eric Walrath; Janessa Hurd; Jeff Young; Jonathan Boehme; Ken Dubuc; Ken Loghry; Nathan West; Rick Hostetler; Roger Vess; Ron Becker; Tracy Rooks Cc: Trent Peppard Subject: CofO Routing 3-29-13 Please review the following CofO application and enter the results in hte. 1. Leitz Farms Inc Permit# 13-310 1527 E Front St Ste B Farm supply and feed store.This building is now being used by two separate businesses.Access to electrical ... needs to be checked. At this time the building in the front is a church, so occupancy will change to Assembly. Roger, are we going to address these separately now? G:\EXCHANGE\Building Routings\COfO Leitz Farms Inc.pdf Pat Bartholick Code Compliance Officer 321 E 5th Street P.O.Box 1150 Port Angeles,WA 98362 Office: 360-417-4712 Fax: 360-417-4711 pbarthol@cityofpa.us 1 I PREPARED 4/11/13, 10:01:46 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/11/13 ---------------------------------------------------------------' ------------------ 'r ADDRESS . : 1527 E FRONT ST B SUBDIV: CONTRACTOR : PHONE OWNER BIRDWELL RAY T PHONE PARCEL 06-30-00-5-3-1600-0000- APPL NUMBER: 13-00000310 CO- CHANGE OF OCCP/USE ------------------------------------------------------------------------------------------------ PERMIT: CO 00 CHANGE OF OCCUP/USE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS '-----------------—----------------------—--------------------------- 0099 01 4/01/13 JLL BLDG C/O FINAL 4/01/13 CA * OVERRIDE TAKEN BY PBARTHOL DATE: 04/01/13 TIME: 08:18:24 Leitz Farms, Ed 452-1400/461-1091 *xxxxxxxxxxxxxxxxxxxxxxxxxxxx**xxxxxxxxxxx********xxx*xx**** *********10:00 CofO inspection for rear of building.******** Also, meeting with Terry Peterson (property manager) regarding church use in front section of building April 1, 2013 12:22:52 PM jlierly. Owner was not ready and this was only a consult to verify the possiblity of two separate uses going into the building. Farm store can move in and get ready to open under this CO and call for final when ready to open. Any other occupancy shall req a CO and possibly upgrade items per code depending on Occupancy...jll CO99 02 4/11/13 L BLDG C/O FINAL * OVERRIDE TAKEN BY PBARTHOL DATE: 04/11/13 TIME: 08:26:42 April 11, 2013 8:28:02 AM pbarthol. Ed 452-1400 -------------------------------------- COMMENTS AND NOTES - s7aac uo&: � 0 7 q,5 u�.poRl",1.1, CER MCATE Of OCCUPANCY APPLICA 'ION Permit# 1s3- if RFs CITY OF PORT ANGELES FEES Attn:.Permit Technician $50 Certificate/Inspection 321 E. Fifth St., Port-Angeles,WA 98.362 $10.0 Parking Business Improvement Area (PBIA)� (3'60).417-4815 fax(360)417=4711 fee charged for Downtown locations PLEASE PRINT IN INK Check one New business in P.A?D Change ofownership only? ❑ Moving location from within P:A.? D ZOl1iI1-g BUSINESS NAMES INL Business address15 �- E., r=:�Q.t- s<<:lz. Mailing address_ 11-3; WH% PCec.s.0. Phone number Hca:- Lf52-1 (-(60 Opening.date A-Pn 9 9, Days & t%ours of operation ml .Business owners name . fdr Le , -Z. Contact phone 4-40 17.10 Business owner's address 143s" D.a.f;�.r PL,k- 2C4 f'ace`t f . zC�s ��Atli- 3i, Brief description of businew-17 5",eA.4 54�,ee.t�f� Property'own.er's name Contact phone. 3 _ Co 8 G Property ow.ner's address/contact 1 c ` Z BUILDING DEPARTMENT. phone47815 Bldg ovalby .onr Is the business a restaurant or bar that willseat 5:0 or more.people? Yes No Construction changes planned (moving walls,adding/enlarging windows or doors, roofing, siding; foundation work, - adding/altering stairways,.ramps, bathrooms, electrical, heating/cooling/ventilati:on systems;.etc). Work planned: p / FIREDEPARTMENT phone :41 Fire approval by on Changes to a fire,sprinkler system or fire alarm system? Yes No Work planned: gL4 (Parking Business Improvement Area-Downtown) p:hohe 417-4623 Square footage.of business? a F@lA notiTed on Is business, .moving within the PBIA? Yes I] No,41 CITY CLERK phone 417-46:34. City Clerk approval by on. Second-hand dealer/pawnbroker business?Yes 0 No Will there be.dancingat this bu smess. Yes es ID No�-?- A,City of Port Angeles Business License is required for: Taxi,. Peddlers, Second-Hand Dealer, Pawnbroker, Dance, Hotel-Motel, Fireworks, Ambulance,and Tattoo Businesses. Page 1 of 2 PREPARED 7/10/1 16:36:06 INSPECTION TICKET PAGE 1 n 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/10/13 DDRES --: 1527-E FRO ST ADDRESS 1527 E FRONT ST B SUBDIV: CONTRACTOR : PHONE OWNER BIRDWELL RAY T PHONE : PARCEL 06-30-00-5-3-1600-0000- APPL NUMBER: 13-00000310 CO- CHANGE OF OCCP/USE ------------------------------------------------------------------------------------------------ PERMIT: CO 00 CHANGE OF OCCUP/USE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------- -------------------- -- 0099 01 4/01/13 JLL BLDG C/O FINAL 4/01/13 CA * OVERRIDE TAKEN BY PBARTHOL DATE: 04/01/13 TIME: 08:18:24 Leitz Farms, Ed 452-1400/461-1091 *********10:00 CofO inspection for rear of building.******** Also, meeting with Terry Peterson (property manager) regarding church use in front section of building April 1, 2013 12:22:52 PM jlierly. Owner was not ready and this was only a consult to verify the possiblity of two separate uses going into the building. Farm store can move in and get ready to open under this CO and call for final when ready to open. Any other occupancy shall req a CO and possibly upgrade items per code depending on Occupancy...jll C099 02 4/11/13 JLL BLDG C/O FINAL 4/11/13 AP * OVERRIDE TAKEN BY PBARTHOL DATE: 04/11/13 TIME: 08:26:42 April 11, 2013 8:28:02 AM pbarthol. Ed 452-1400 April 11, 2013 4:47:48 PM jlierly. C099 03 7/ /13J BLDG C/O FINAL * OVERRIDE TAKEN BY JLIERLY DATE: 07/10/13 TIME: 16:35:56 July 10, 2013 4:34:04 PM jlierly. - -------------------------------------- COMMENTS AND NOTES -------------------------------------- V ------------------------ 4-o jc lL CIVIL ENGINEERING -71(o (-3 LAND SURVEYING 301 East a Street,Suite 1 J l.0 Port Angeles,Washington 98362 (360)417-0501 & ASSOCIATEStit- FAX(360)417-0514 E-mall: scott@olympus.net INCORPORATED DATE: May 23, 2013 Job No. 13127 CLIENT: Leitz Farms, Inc. PROJECT: Anchorage of Pallet Storage Racks (a 1527E Front Street 1. Design Case#1 a. (2) Full Weight Pallets on Top Shelf= 1,500#/pallet per ASCE 7-05 15.5.3.2b b. All other shelves empty 2. Design Case#2 c. All shelves fully loaded with 1,500#/pallet d. Seismic loading based on 67% of total load per ASCE7-0515.5.3.2a DESIGN ASSUMPTIONS: 1. Rack Weight= 500# 2. Pallet Weight= 1,500# 3. 6"thick concrete slab w/Fc' =2,500 psi ANALYSIS: 1. Pallets shall be attached at each leg with a minimum of(1)%" diameterx4° long Titen HD concrete screw anchor. 2. Post to beam connections at the ends of the rows shall have either a factory supplied pin or a%" diameter machine bolt securing the beam to the column. 3. Plate connections between pallet racks shall be installed near the top of the rack with all bolt holes filled. Note: Analysis completed by this office is for the anchorage of the pallet rack to the concrete slab. No other analysis has been competed by this office. PLEASE SEE ATTACHED CALCULATIONS sJtis n .3658 Sl0 �l i to i _.. 4� t S F-i,j2, S 4 2l x T, ocA �sfew /. u _.. OT IVA /z— 3'Z 57,0 44 s n _. _ Z,< { OTOA _ G77 X Lc,33 t 7c-f)( 6,677 f -7o,-( ,K'3. 2c)"l �s Page 1 of 2 Anchor Calculations Anchor Selector(Version 4.11.0.0) Job Name:13127 LEITZ-CASE 1 DateMme:5/23/201310:34:21 AM Calculation Summary-ACI 318 Appendix D For Cracked Concrete per ACI 318-08 Anchor Anchor ISteel lCode Report 1#of Anchors I Embedment Depth(in) lCategory 1/2"Titan HD I N/A I ICC-ES ESR-2713 11 13.76 11 Concrete Concrete Cracked I frosh Y'cv Normal weight Yes 12500.0 11.40 Condition Thickness(in) Suppl.Edge Reinforcement B tension and shear 16 No Anchor Layout Dimensions Cx1 CX2 cyl t y2 bx, bX2 byh bye (in) (in) (in) (in) (in) (In) (in) (in) 12 12 12 12 1.5 1.5 1.5 1.5 Factored Loads NUe(ib) I V,,.(lb) V,(lb) M.Owit) MUY(lb-ft) 740 1306 10 0 10 ex(in) ley(in) I Mod/high seismic Apply entire shear @ front row 0 10 Yes INo Individual Anchor Tension Loads N ue1(Ib) 740.00 1e'N,On) Ie'M,(in) 0.00 10.00 Individual Anchor Shear Loads V ua1(lb) 306.00 1Vv,(in) e'y on) 0.00 0.00 Tension Strengths Steel(4>=0.65) N88(lb) 4DN8B(Ib) Nus(Ib) N U8/4,N88 20130 113084.50 740.00 10.0566 Concrete Breakout(4)=0.65,mej,=0.75) [3939.91 ,b(lb) ONub(Ib) NYe(Ib) Nue/A>Ncb 11920.71 1740.00 10.3853 Pullout does not appy about:blank 5/23/2013 Page 2 of 2 Side-Face Blowout does not apply ShearStrengths Steel(M=0.60) Veq(lb) -DVeQ(ib) VUe(Ib) V us/4'v 4790 2874.00 13D6.00 0.1065 Concrete Breakout(case 1)(4)=0.70, *sets=0.75) Vcbx(lb) 4%b.(lb)I VU.(Ib) Vuax/4>Vcbx 7812.97 4101.81 306.00 0.0746 V.by(lb)I-VV by(lb)I VUey(lb) Vey kDV.y Vua/-vVcb 7812.97 4101.81 10.00 10.0000 0.0746 Concrete Breakout(case 2)does not apply to single anchor layout Concrete Breakout(case 3)(ka=0.70,osel=0.75) cx,edge M y(lb) VUB,,(lb) VUey/kaV�.62 10.00 10.0000 cy,edge V.bx(lb) kDVcyx(lb) VUex(lb) Vuax/4,Vcbx 15625.94 8203.62 1306.00 10.0373 cx2 edge Vcby(lb) kpVcby(ib) VUey(Ib) V,/4>V,,by 11562-5.9418203.62 10.00 10.0000 cyz edge Vcbx(Ib) I OVcyx(lb)I VU Qb)I Vuax/4>Vcbx Vua/4 Vcb 15625.94 8203.62 1306.00 10.0373 0.0373 Pryout(0=0.70,4)8W3=0.75) Vcp(lb) 4,V ob) V.(Ib) Vuex/OVcp 7879.82 14136.90 1306 10.0740 VP(lb) OV,(lb) VUeY(lb) VYey/4,Vp V./kbVCP 7879.82 14136.90 10 10.0000 10.0740 Interaction check Note:Ratios in the equation below have been divided by 0.5 factor for brittle failure. T.Max(0.77)+V.Max(0.21)=0.98-12[Sec D.7.31 Interaction check:PASS Use 1/2"diameter Titan HD anchor(s)with 3.75 in.embedment about:blank 5/23/2013 Page 1 of 2 Anchor Calculations (�+ Anchor Selector(Version 4.11.0.0) Job Name:13127 LEITZ-CASE 2 Datemme:5/23/201310:33:44 AM Calculation Summary-ACI 318 Appendix D For Cracked Concrete Per ACI 318-08 Anchor Anchor I Steel Tcode Report 1#of Anchors I Embedment Depth(in) Category 1/2"Titen HD I N/A I ICC-ES ESR-2713 13.75 1 Concrete Concrete Cracked fc(psi) `Yc,v Normal weight Yes 2500.0 1.00 Condition IThickness(in) Suppl.Edge Reinforcement B tension and shear 16 No Anchor Layout Dimensions dcx1 5a r'y1 Cy2 bx1 bx2 by1 by2 (in) (in) (in) (in) (in) (in) (in) (in) 12 12 112 112 1 1.5A1.5 1.5 1.5 Factored Loads Nus(lb) I Vu.(lb) VVey(lb) M.(lb-ft) M.,(lb-ft) 708 1572 10 10 JO ex(in) ley(in) I Mod/high seismic Apply entire shear @ front row 0 10 1 Yes jNo Individual Anchor Tension Loads N us1(lb) 708.00 VNX(ln) Ie'Ny(in) 0.00 10.00 Individual Anchor Shear Loads V us1(Ib) 572.00 e'v,,(in) Vvy(in) 0.00 10.00 Tension Strengths Steel(m=0.65) NBe(lb) ONss(Ib) Nus(Ib) N us/4,N. 20130 113084.50 1708.00 10.0541 Concrete Breakout(0=0.65,Owls=0.75) [3939.91 cb(lb) ONcb(lb) Nus(Ib) Nus/4,N 11920.71 1708.00 10.3686 Pullout does not appy about:blank 5/23/2013 Page 2 of 2 • Side-Face Blowout does not apply • Sheat Strengths Steel(0=0.60) VeQ(lb) -VVeq(lb) VU8(Ib) V Ue/�VeQ 4790 2874.00 572.00 0.1990 Concrete Breakout(case 1)(4)=0.70,Oseis=0.75) Vox(lb) 4'V bx(Ib) VYex(Ib) V,,./4)Vcbx 5580.69 2929.86 1572.00 10.1952 Veb),(lb)I kpV by(lb)I VUey(lb)I VUey M%by Vua/4 V b 5580.69 2929.86 10.00 10.0000 0.1952 Concrete Breakout(case 2)does not apply to single anchor layout Concrete Breakout(case 3)(4)=0.70,Osels=0.75) cx,edge V.y(Ib) -DVcbY(lb) VUey(Ib) Vuay/4,V.y 11161.38 5859.73 10.00 10.0000 cy,edge Vcbx(ib) kOVcbx(lb)I V.(Ib) Vuex/4)Vcbx 11161.38 5859.73 572.00 0.0976 cx2 edge Vcb(lb) 41Vmy(ib) V.Y(Ib) VUey/4'V�y 11161.38 5859.73 10.00 10.0000 cy2 edge Vcbx(ib) 'bVcbx(Ib) VYeX(Ib) V./Q'Vcbx Vue/chV: 11161.38 5859.73 1572.00 10.0976 0.0976 Pryout(0=0.70,Osels=0.75) Vcp(Ib) kpVcP(lb) VYex(Ib) V./4)Vcp 7879.82 14136.90 1572 10.1383 Vcp(lb) 4,V,(ib) VYe,,(lb) I VUey/4)Vcp VUe/4)Vcp 7879.82 14136.90 0 10.0000 10.1383 Interaction check Note:Ratios in the equation below have been divided by 0.5 factor for brittle failure. T.Max(0.74)+V.Max(0.40)=1.14-12[Sec D.7.3] Interaction check:PASS Use 1/2"diameter Titan HD anchor(s)with 3.75 in.embedment about:blank 5/23/2013 Address: 1527E Front Street-A PREPARED 1/08/14, 10:04:50 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/08/14 ----- ---- ----- --- ADDRESS . : 1527 E FRONT ST A SUBDIV: CONTRACTOR CAMPBELL ROOFING LLC PHONE (360) 461-7747 OWNER BIRDWELL RAY T PHONE PARCEL 06-30-00-1-0-2750-0000- APPL NUMBER: 13-00001248 COMM REMODEL ---------------------- --------------------------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION - TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL3 01 12/04/13 PB BLDG FRAMING 12/04/13 AP December 4, 2013 10:40:12 AM pbarthol. December 5, 2013 9:36:53 AM pbarthol. BL99 01 1/08/14 JL,L_ BLDG FINAL '7,Yj�f- January 8, 2014 10:01:51 AM pbarthol. Vitto 206-290-5234 -------------------------------------- COMMENTS AND NOTES CITY OF PORT ANGELES 'IN DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00001248 Date 11/04/13 Application pin number . . . 352640 �'ly Property Address . . . . . . 1527 E FRONT ST A ASSESSOR PARCEL NUMBER: 06-30-00-1-0-2750-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . Application valuation . . . 2500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc N, REMOVE EXISTING WALLS TO OPEN SPACE UP In ---------------------------------------------------------------------------- � Owner -- Contractory ----------- ---------------------- 1 ` BIRDWELL RAY T CAMPBELL ROOFING LLC C/O P A FORD LINCOLN MERC 2304 KITCHEN DICK RD PORT ANGELES WA 98362 SEQUIM WA 98382 - - -(360) 461-7747 ---------------:----------------- =- ---------------------------- Permit . . . . BUILDING- PERMIT - COMMERCIAL Additional desc . . INTERIOR WALL REMOVED TO OPEN Permit Fee . . . . 109.75 Plan Check Fee 71.34 Issue Date . . . . 11/04/13. Valuation . . . . 2500 A(� Expiration Date 5/03/14 Qty Unit Charge Per Extension BASE FEE 95.75 1.00 14.0000 THOU BL-2001-25K (14 PER K) 14.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 109.75 109.75 .,00 .00 Plan Check Total 71.34 71.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 185.59 185.59 .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 requiredInsp'ections 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 ecified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions state I law regulating construction or the performance of construction. /X/// 1 tate Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forrns/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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof I Ceiling Drywall Interior Braced Panel On T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY!USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE RT NGELES For City Use CITY OF 'I Permit# ` -s WASHI N G T O N, U. S. Date Received: Z+-J I I 321 E Sth Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT APPLICATION Pro'ect Address: 15 Z l °�� ' . �oc {� �,S W ��16 2 3 Phone: 2r, (0 2q fj23 L I r Primary Contact: �' C��je,v� �- Email: �; c. r.�a�� „�� . c eti Name Phone Property Mailing Addresi Email Owner City State Zip 6 -ConName Phone 360- Contractor tractor Address Email Oval-C Information city G> I State �A 11 zip a� W I'�t' Contracto License# CA 7 7.7 Exp.Date: ' 5/21 Legal Description: Zoning: Tax Parcel# Project V ue: (materials and labor) $ Z E od °O Residential ❑ Commercial 0' Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof•(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No 0' Yes ❑ No 13' Project Description X&U-01-f- Is project in a.Flood Zone: Yes ❑ No❑ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the 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 permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date)6'(y` Print Name -,nature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement ;;• ;l' ,? First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) Mechanical Fixtures Indicate how mainy of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # Boiler/Compressor _?� repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fire lace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Amendment of Lease This Amendment of Lease is made on September 10 - ' 20 13 , between Windermere Sunland Prop Mgmt ,Landlord, address: 137 Fairway Dr, Sequim, Wa 98382 and Leitz Farms Inc. ,Tenant, address: 1527 E Front, Port Angeles, Wa 98362 For valuable consideration,the parties agree as follows: 1. The following described lease is attached to this amendment and is made a part of this amendment: That lease effective April 1, 201.3 covering the rear portion and partof the upper portion of 1527 E. Front described in Exhibit A of that lease. 2. The parties agree to amend this lease as follows: See attached changes: 3. All other terms and conditions of the original lease remain in effect without modification. This amendment binds and benefits both parties and any successors. This document, including the attached lease,is the entire agreement between the parties. The parties have signed this amendment on the date specified at the beginning of this amend- ment. Signature of Oindlord ; Signature of Want Windermere Sunland Prop Mgmi Leitz Farms Inc. Printed Name of Landlord Printed Name of Tenant Amendment of Lease, Page 2 Changes: a. The leased premises shall be expanded to include all areas of the building not originally included containing approximately 3235 sq ft. b. The additional rent shall be One-thousand Three-hundred Fifty Dollars ($1350.00) per month, due and payable on the first day of each month, until August 31, 203 . At that time, rent for the additional space may be re- negotiated. —79 c. The first month's pro-rated rent of$900, together with $1350 for an additional deposit, shall be due upon execution of this amendment. d. Tenant has permission to remove the existing dividing wall between spaces provided done to code in workmanlike manner. ` t Signature of Landlord Signature of Tenant Windermere Sunland Prop Memt Leitz Farms Inc. Printed Name of Landlord Printed Name of Tenant N e� � -Vis'-�'�'_— ---------------------- __ ---- ------- ------------ � - T SpV E t � ti --- - - - ----- - ---- ---- -- - ---_- - -d - - - ------ ---- --- --- - ---- Lew- AY - - ---------- - ------------- -=_---- - 6 6t6 -- - ------- ---- S �To 5141u N All Ak w�-s- .4 yds Ptd - _ 40 -------_----- �'�`� err ------- --- -- - ----- --- -- - - -- wt --- --- -- _ - - - -z------ 69z ---- - - - --- ------- - ——--`� --- -- ------- __w Ais-s esi i r.'BcisvCascade Single 5-1/2" x 13-1/2" BOISE GLULAMO 24F-V4/DF DesignslFB01 Dry 1 span No cantilevers 10/12 slope Wednesday,October 02,2013 BC CALCO Design Report-US 11-00-00 OCS Build 1926 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City,State,Zip: , Designer. Customer: Company: Code reports: AITC 117-2004, LA-FB02035 Misc: i A AR � � ,",w Syr. t3 .X .�.ai� Ps�,l' ce BO 13.06.00 B1 Total Horizontal Product Length=13-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,5-1/2" 9,281 /0 864/0 B1,5-1/2" 9,281 /0 864/0 Live Dead Snow VAnd Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100°/0 90% 115% 160% 125% 1 Standard Load Unf.Area(ib/fM2) L 00-00-00 13-06-00 125 10 11-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 30,343 ft-lbs 90.8% 100% 1 06-09-00 Completeness and accuracy of input must End Shear 7,766 lbs 59.2% 100% 1 01-07-00 be verified by anyone who would rely on Total Load Defl. L/351 (0.435") 68.4% Na 1 06-09-00 output as evidence of suitability for Live Load Defl. L/384(0.398") 93.8% Na 2 06-09-00 particular application.Output here based Max Defl. 0.435" 43.5% Na 1 06-09-00 on building dd design properties and analysis methods. Span/Depth 11.3 Na n/a 0 00-00-00 Installation of BOISE engineered wood products must be in eowrdanoe with %Allow %Allow cunent Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 5-1/2"x 5-1/2" 10,146 lbs Na 51.6% Unspecified (800)232-0788 before installation. B1 Post 5-1/2"x 5-1/2" 10,146 lbs Na 51.6% Unspedfied BC CALOV,BC FRAMER®,AJSTm, Notes ALUOIST®,BC RIM BOARDTM BCI®, BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Cascade Wood Calculations assume member is fully laterally braced. Products L.L.C. Design based on Dry Service Condition. 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