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Home My WebLink About523 Marine Drive Address: 523 Marine Drive PREPARED 4/07/14, 13:43:26 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/07/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 523 MARINE DR SUBDIV: CONTRACTOR : PHONE OWNER JUDSON LINNABARY PHONE PARCEL 06-30-00-0-0-3640-0000- APPL NUMBER: 14-00000336 FENCE ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- ------------------------------------------------------------------- BL99 01 4/07/14 BLDG FINAL April 4, 2014 11:05:01 AM pbarthol. Kelli 808-9099 Call so they can meet you there -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION C.V ) 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000336 Date 3/26/14 Application pin number . . . 721824 Property Address . . . 523 MARINE DR ASSESSOR PARCEL NUMBER: 06-30-00-0-0-3640-0000- REPORT SALES TAX Application type description FENCE subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . INDUSTRIAL HEAVY Application valuation . . . . 12569 (Location Code 0502) ---------------------------------------------------------------------------- Application desc Tear down build new nw side of property ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JUDSON LINNABARY OWNER 102 N CEDAR ST PORT ANGELES WA 98363 ------ - - - - - - -------- ------ - ---------- Permit BUILDING.-PERMIT---COMMERCIAL---------------------- Additional desc Permit Fee . . . . 249.75 Plan Check Fee 162.34 Issue Date . . . . 3/26/14 Valuation . . . . 12569 Expiration Date . . 9/22/14- Qty Unit Charge Per Extension BASE FEE 95.75 11.00 14.0000 THOU BL-2001-25K (14 PER K) 154.00 ---------------------------------------------------------------------------- Special Notes and Comments March 24, 2014 10:42:14 AM pbarthol. 1. The City of Port Angeles Department of Community and Economic Development (DCED) has reviewed the construction plans and determined that the permitted ground disturbing project is located in an area of fill and previous disturbance. Since the project is unlikely to encounter archaeological resources given its separation from soils designated with medium or high archaeological probability; the work may proceed without an on-site archaeological monitor or additional archaeological investigation. The Lower Elwha Klallam Tribe have been notified of the project by the DCED. 2. If any items suspected to be historical or archaeological in nature are observed; the ground disturbance must stop and the DCED must be contacted 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) TForms/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 by 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 I Chimney Commercial Hood I Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000336 Date 3/26/14 Application pin number . . . 721824 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments for further direction before ground on your state excise tax form disturbing work resumes. to the City of Port Angeles 3. DCED staff or their representatives (Location Code 0502) may conduct a site visit to inspect the ground disturbing actions. The DCED must, therefore, be notified 48 hours prior to the ground disturbing action via phone (360-417-4750) . March 26, 2014 10:44:11 AM sroberds. The proposal will result in an 81 fence in the IH zone. No land use issues anticipated. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged - Paid Credited Due ----------------- ----------- ---------- ---------- ---------- Permit Fee Total 249.75 249.75 .00 .00 Plan Check Total 162.34 162.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 416.59 416.59 .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 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 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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line ,Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: -jo—ists/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 FINAL Date Accepted by MANUFACTURED HOMES: -Footing/Slab 1131ocking&Hold Downs [Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ]SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type� Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit TH-E For City Use L � L CITY OF NGEE -Ua�. 33G P A) Permit# Vl� A S H I N G-T 0 N, U. S. Date Received: 321 E Sth Street Date Approved Port Angeles,WA9836 P:360-417-4817 F:360-417-4711 Email: l2ermits0cityo(pa.us BUILDING PERMIT APPLICATION Project Address: Rx�-\ATqtLe� 1�3(o?> Phone: --5UO- Primary Contact: Email: -\L&�' L �0'> ft�40-e'e 0M. Name Phone X Property Mailing Address Email Owner City \C112- (L4A� State WT e �Ock \fNw Ltc-) Lc� 'ip 993G-3 Name V'Qui Phone Contractor Address Email Information city 9'�O-�ALV-'(\tm C�c LAW" State Zip Contractors License# W7 Qi\ Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Residential 0 Commercial Industrial 0 Public 0 Permit Demolition 0 Fire 0 Repair Reroof(tear off/lay over) 11 Classification For the following, fill out both pages of permit application: (check New Construction 11 Exterior Remodel 11 Addition El Tenant Improvement appropriate) ' Mechanical 11 Plumbing 0 Other 0 Yes E3 No E3 � Yes D No A 7�Bathrooms Proposed Bedrooms Fire Sprinkler System? I Irrig tion System? Project Description Wncv A'C\- XN� AC'4\!4 AA,,,p "��CXA�n 4- �X)2st C'�'Isos rr'R Is project in a Flood Zone: Yes 13 NoD Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. 0SI %� [q W'ac�-' Date Print Name Signaire Residential Structures For Office Use Area Descri-p*tion(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2 nd floor) Garage Carport Other(describe) Area Totals Commercial Structures 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) overage(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 many of each type of fixture to be installed or relocated as part of this project. Air Handler I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # I repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/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 + H- 1 ,+1 i + it I 4.-�t at L _LL Ji 7 F i F 4l T-- 7-T _4 N�__L R-1174-pLI too Itt L -H14, A- j L-1- 4- T 9i �_4_11 T_- 1,f I i i 4+ I L It It 4� NA it i -4-4-4-4- --j-4-4 TLjK F-7 T_r 74 qp T L I T-t 6-L -T T F 14- A-, IT _j__L Li -T-- :,[___ -4- -T 7 T L�_j it V_ _4 +A_ 4-7 `-4 it :J RT a_7 7 7 .1 t _T_; -4-4 4 7 -4-4- MecaWind Pro' v2 . 2 . 3 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.co Date 2/28/2014 Project No. 14043 Company Name Zenovic & Associates Designed By SRH Address 301 East 6th Street, Suite #1 Description 8' FENCE AT 523 MARINE DRIVE City Port Angeles Customer Name PLATYPUS MARINE State WA Proj Location 523 MARINE DRIVE, PORT ANGELES File Location: C:\Users\SRH\AppData\Roaming\mecaWind\Default.wnd Input Param ters: Other Structures & Building Appurtances MWFRS (Ch 29) Basic Wind Speed(V) 120.00 mph Structural Category II Exposure Category D Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) 0.01 Alpha 11.50 Zg = 700.00 ft At 0.09 Bt - 1.07 Am 0.11 Bm - 0.80 Cc 0.15 1 - 650.00 ft Epsilon 0.13 Zmin - 7.00 ft B - Horizontal Dim. 50.00 ft Ht- Grade to Top of Sign= 8.50 ft W - Sign Depth 1.00 ft S - Vertical Sign Dim. 8.00 ft Bs- Ratio of B / S 6.25 Sh- Ratio of S / Ht 0.94 E - Solidity Ratio 100.00 % Gust Factor Calculations Gust Factor Category I Rigid Structures Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.00 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon 535.47 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W-Pres-Cf( 1.40) ft psf psf ------- ------- ------- -------- ----------------- 12.00 1.03 1.00 19.369 23.05 10.00 1.03 1.00 19.369 23.05 8.00 1.03 1.00 19.369 23.05 6.00 1.03 1.00 19.369 23.05 4.00 1.03 1.00 19.369 23.05 2.00 1.03 1.00 19.369 23.05 Note: W-Pres-Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls C-a's e A Case B A L F 0,23 CLZB R=3c Rope Cf - Force Coefficient 1.40 Rd - Reduction Factor (1-(l-E)^1.5) 1.00 Kz 1.03 Kzt 1.00 Qz = 19.369 psf Wind Pressure at Elevation 8.5 ft = 23.049 psf Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 Case C S S S Balmoe Balance S S S L F F F wind F F F -F Distance from Cf Kz Kzt Qh Wind Pressure @ Distance leading edge ft Force Coeff. Psf psf ---------------------------------------------------------------------------- From O/to 8.0 2.86 1.03 1.00 19.37 47.08 From 8.0 to 16.0 1.87 1.03 1.00 19.37 30.82 From 16.0 to 24.0 1.36 1.03 1.00 19.37 22.34 From 24.0 to 50.0 0.90 1.03 1.00 19.37 14,85 RdC - Reduction Factor for Case C (1.8 - S / Ht) 0.86 Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. NONCONSTRAINED POLE FOUNDATION PER IBC 1807.3 ZENOVIC&ASSOC., INC. Sheet 1 of 2 301 EAST 6TH STREET,SUITE 1 Job No. 14043 PORT ANGELES,WA 98362 ESTIMATE FOUNDATION: MINIMUM DEPTH: 3 ft. FOOTING B 18 in. TRIAL INCREMENT: 3 in. LATERAL SOIL PRESSURE: BASE VALUE: 150 ADJUST FOR DURATION OF LOAD: 160% ALLOW 1/2"MOTION: y (Y or N) DESIGN VALUE: 480 pcf APPLIED FORCE: P 1384 lbs. @ H 4.0 ft. T&E TABLE D-d D S1 A d -4.22 3.00 480.00 4.50 7.22 -3.56 3.25 520.00 4.15 6.81 -2.96 3.50 560.00 3.86 6.46 -2.40 3.75 600.00 3.60 6.15 -1.88 4.00 640.00 3.37 5.88 -1.38 4.25 680.00 3.18 5.63 -0.91 4.50 720.00 3.00 5.41 -0.47 4.75 760.00 2.84 5.22 -0.04 5.00 800.00 2.70 5.04 0.38 5.25 840.00 2.57 4.87 0.78 5.50 880.00 2.45 4.72 1.17 5.75 920.00 2.35 4.58 1.55 6.00 960.00 2.25 4.45 1.92 6.25 1000.00 2.16 4.33 2.28 6.50 1040.00 2.08 4.22 2.63 6.75 1080.00 2.00 4.12 2.98 7.00 1120.00 1.93 4.02 3.32 7.25 1160.00 1.86 3.93 3.66 7.50 1200.00 1.80 3.84 3.99 7.75 1240.00 1.74 3.76 4.32 8.00 1280.00 1.69 3.68 4.64 8.25 1320.00 1.64 3.61 4.96 8.50 1360.00 1.59 3.54 5.27 8.75 1400.00 1.54 3.48 5.59 9.00 1440.00 1.50 3.41 5.90 9.25 1480.00 1.46 3.35 6.20 9.50 1520.00 1.42 3.30 6.51 9.75 1560.00 1.38 3.24 6.81 10.00 1600.00 1.35 3.19 7.11 10.25 1640.00 1.32 3.14 MINIMUM DEPTH 5.00 ft. 7.40 10.50 1680.00 1.29 3.10 1. Footing dimension'B'is either diameter of round post or footing or diagonal dimension of square post or footing. 2. Backfill around post shall be 2000 psi concrete minimum. 3. Lateral soil pressure shall be chosen from IBC Table 1806.2 or from soils report. Values from table may be doubled when structure will not be adversely affected by 1/2"motion at ground surface, per IBC 1806.3.4 04:11:17 PM 07-Mar-14 NONCONSTRAINED POLE FOUNDATION PER IBC 1807.3 ZENOVIC&ASSOC., INC. Sheet 2 of 2 301 EAST 6TH STREET,SUITE 1 Job No. 14043 PORT ANGELES,WA 98362 ESTIMATE FOUNDATION: MINIMUM DEPTH: 3 ft. FOOTING B 20 in. TRIAL INCREMENT: 3 in. LATERAL SOIL PRESSURE: BASE VALUE: 150 ADJUST FOR DURATION OF LOAD: 160% ALLOW 1/2"MOTION: y (Y or N) DESIGN VALUE: 480 pcf APPLIED FORCE: P 1384 lbs. @ H 4.0 ft. T&E TABLE D-d D S1 A d -3.69 3.00 480.00 4.05 6.69 -3.07 3.25 520.00 3.74 6.32 -2.49 3.50 560.00 3.47 5.99 -1.96 3.75 600.00 3.24 5.71 -1.46 4.00 640.00 3.04 5.46 -0.99 4.25 680.00 2.86 5.24 -0.54 4.50 720.00 2.70 5.04 -0.10 4.75 760.00 2.56 4.85 0.31 5.ob 800.00 2.43 4.69 0.71 5.25 840.00 2.31 4.54 1.10 5.50 880.00 2.21 4.40 1.48 5.75 920.00 2.11 4.27 1.85 6.00 960.00 2.02 4.15 2.21 6.25 1000.00 1.94 4.04 2.56 6.50 1040.00 1.87 3.94 2.91 6.75 1080.00 1.80 3.84 3.25 7.00 1120.00 1.73 3.75 3.58 7.25 1160.00 1.68 3.67 3.91 7.50 1200.00 1.62 3.59 4.24 7.75 1240.00 1.57 3.51 4.56 8.00 1280.00 1.52 3.44 4.88 8.25 1320.00 1.47 3.37 5.19 8.50 1360.00 1.43 3.31 5.50 8.75 1400.00 1.39 3.25 5.81 9.00 1440.00 1.35 3.19 6.11 9.25 1480.00 1.31 3.14 6.41 9.50 1520.00 1.28 3.09 6.72 9.75 1560.00 1.25 3.03 7.01 10.00 1600.00 1.21 2.99 7.31 10.25 1640.00 1.18 2.94 MINIMUM DEPTH 4.75 ft. 7.60 1 10.50 1680.00 , 1.16 2.90 1. Footing dimension'B'is either diameter of round post or footing or diagonal dimension of square post or footing. 2. Backfill around post shall be 2000 psi concrete minimum. 3. Lateral soil pressure shall be chosen from IBC Table 1806.2 or from soils report. Values from table may be doubled when structure will not be adversely affected by 1/2" motion at ground surface, per IBC 1806.3.4 04:11:06 PM 07-Mar-14 Proposal / Agreement MJW erv:*L es Q xx c-x ILL 1:-V 11 ak x"ee- X rim p x co ir f--rm f--xv t MJWSES*887QN To: Jud Linnabary Date: 3/17/2014 Company: Platypus Marine Property Name: Platypus Marine Address: 102 N Cedar St Port Angeles, Property Add.: 523 Marine Drive Port WA 98363 -Angeles, WA 98363 �Phone #: 206-979-1646 Contact: Matt Ward Matt Cell: 360-670-5596 J TAL ;: '; ji New Building-Fence Pr9ject (Metal Siding) Call in locates Day 1 Staging: Move all tools and equipment to jobsite to include tractor, dump trailer. Stage all tools and materials in shop. Stage dump trailer w/tractor in parking lot Day 2 Site work: Remove wood fence and posts with tractor, remove chainlink fence, save chainlink fence and remove posts and dispose of all unusable items at dump. Rebuild chain link fence with t posts and wire to provide temporary security fence. Day 3 Site wor1c move and stage fire pit, remove any loose debris and stage out of way. Remove all plant debris from work area and grade work area with tractor. Shoot grade to ensure there is only a 2" difference of grade in work area. If more than 2" establish a step up or step down. Set mason strings to establish border of fence and location of fence post holes. Establish final section spacing and final lineal length of fence. Day 4 Post Holes: Rent and deliver tractor with auger attachment with ability to auger 5' deep at 20" wide. Auger(15) post holes. Call in concrete footer order. Clean out holes and cover with plywood or cardboard. If any problem are encountered with excavation to exceed time budgeted, submit change order and contact engineer for further instructions. Day 5 Concrete Footers: Pour(15) 15" deep by 20" diameter concrete footers and re-cover. 24hour curing time for concrete. Day 6 Install Posts: Set posts and secure with 2x4's and stakes. Install concrete backfill, set plumb and level. Allow to cure for 24 hours. Day 7 Concrete: Allow concrete to cure for 24 hours Day 8 Framing: Cut all 2x6's to fence spacing of 7'6"+/-. Install(4)2x6's per section with A34 Simpson tie and secure with SD#9xl 1/2" screws. Bottom girt must be 4-6" off final grade. Cutoff fence post exceeding top girt. Not to exceed 8' between bottom and top girt. Not to infringe on 4-6" needed clearance between final grade and first girt. 2x6's will be installed flush to outside of 6x8s. Ensure level with 32" on center spacing. Day 10 Siding: Install Champion Hi Rib 29 Gauge Siding(choice of color) vertically and secure with #9 gasketed screws per manufacturer. Ensure level and flush. Day 11 Trim, Top Cap, Caulking: Install metal trim (choice of color)to both ends and corner and secure with#9 gasketed screws per manufacturer. Trim should be same color as fence or same color as cap. Install top cap (choice of color). Dimensions: 8 1/4"-9"wide, total length of fence with 2" drip edge. Cap will be secured with matching screws and all seams and screws will be sealed with clear sealant. Provide caulking as necessa�y to prevent water intrusion. Day 12 Withdrawal: Remove any trash and debris from site. Clean site up as needed. Remove all excess material, tools and supplies from site. Day 15 Withdrawal: Remove any trash and debris from site. Clean site up as needed. Removeall Proposal Agreement excess material tools and su lies from site. + WA SALES 1�x $12,568.76 Approved and Accepted: By: Date: Please sign and return by fax: 360-406-2520 or email: mjwservicesl@gmaii.com Please make checks payable to: MJW Services or Matt Ward and mail to: 325 E. Washington St. #116 Sequim WA 98382 Thank you! Matt Ward 439 Anj AIL, .......... 535 525 523 501 ----------------------------------------------------------------------------------------------------------------------- I WAE; DEMO EXISTING FENCE AND REBUILD PER 3&. DETAIL A ON SHEET C2. APPROX, 52 LF Vi --------------------------------------------- via Ig --------7--------------- ------ 6 ------ ------------------------------ ---------------------- 5 -x-x-x-x-x-/-x-x-x-x-X- ------------ x—x x—x—x—x—x—x—x— Q- --—--------- - -I . TOP OF EX. SLOPE T rx w Q CONSTRUCT NEW FENCE EX. BUILDING OUTLINE d PER DETAIL A ON SHEET !1,,,,,�CZ APPROX. 53 LF L) 0 IN CONTRACTOR EX. GATE TO REMAIN—,,�! LLI --------- CITY OF PORTANGF;Es- 10' MIN� The lssuince Of this peNPA I....I Canons and other dat,—,n, from th"reafter r6O` the corr- I f mg officti w p" U sl`lcificirtlOfl�Old other it in" in S3 hOr-I Preventif z building operations t,;aU Carried' li�r i w w EX. BUILDNG �reunder rhen I OUTLZ violation of all codes z o of th oo Ey EX. BUILDING OUTLINE---""----- 9 Approval Date c BY Q- Q- 7 'Z� SCALE, 1'. 20' DATE: 317112014 ALE: 14043 Cl JOB NO: SUBJEC I T PROPERTY 14043 EDGE OF EXISTING PN: 060000036400000 523 MARINE DRIVE PAVEMENT A EDGE OF EXISTING --2—x—x—x—x—x—x—x SIDEWALK �x�xz — — I — — -- 4 6 18 '0 ------------------ A ------------—--------- T---- ------- ---------------- MARINE DRIVE SHEET Scal e: 1 20' cl 0 20' 40' 60* --------------------------------------------------------------------------------------------------------------------------------- DEMO EXISTING FENCE AND REBUILD PER 5 00'0 z 'n DETAIL A ON SHEET C2, APPROX. 52 LF 0z — - - — - - UJ (n In I'D 40 W r);W 0- -------------------------------- ------------------------------------------------------------------------------- ---------- �0--a z ---------—- Z x—x—x < —X—X—X—x -X—X—X—X--x— —X—X—X—X—X ------- -- ---------------- UJ,z x— ---------- —X—X—X—X—X—X—X=i'= X )F-=x—x—x---1 CE 0 F Sox: x x a-LZ n TOP OF EX. SLOPE I x x; cc LLJ Q CONSTRUCT NEW FENCE x LU EX. BUILDING OUTLINE PER DETAIL A ON SHEET oc C2, APPROX. 53 LF < T of x 0 < 0 a- (kf X 0 U x UJ i� N 4' EX. GATE TO REMAIN-N,,�! V LU to Ld w) j 'Q� 00 Q- 0) 10' MIN. (n UJ L'Vi -j Cn ix U- - 0 EX. BUILDING Cr 2! -co C OUTLINE EX. BUILDING OUTLINE---______, LU CN CITY OF PORT ANGELES-Construclion Plans z GL Q- The Issuance of this Permit these plans,sp-,.-ifi- I cations and other daf� not pro- di z 41 lint the building official -j t: I from thereafter rem!iring the correcVan of errors in said Plans, specificatior-s and other da a, or from preventing SCALE: building operations being carried (1 ti odreunder when in 1" 20' violation of ail codes aqd ordi.nam 3s of this jurisdiction. DATE: rtsfeflom 30 - I ..,, 912>I A — I Approval Date nvi- Rli?- C- 311112014 Y FILE: WDa—k. JOB NO:14043 C1 14043 SUBJECT PROPERTY PN: 060000036400000 EDGE OF EXISTING 523 MARINE DRIVE PAVEMENT A EDGE OF EXISTING �x�x—x—x—x—x—x—x—x—x— SIDEWALK 436 8 G/ST 9 4 Z, 4 /ONAL ------------------------------------------ ----- --------------------------- ----------- ------------------- ------- MARINE DRIVE SHEET Scal e: 1 20' C1 0 20' 40' 60' ICE UJI C4 -Z 01 LLJ L'i a!r, V 0 _j L,——Z Z Cr 14 $.- 0 WOOD OR SHEET METAL CAP in uj 0 8' O�C. _j X Uj to it 0" 0 MD,Z—3 Z 20"Ox4'-9" DEEP CONCRETE FOOTINGS .-C�j:g uil_Z- a -Cr 0 jj (X 00r < Q CHAMPION METAL HI-RIB Ina.a.� Z 29 GAUGE SIDING Q LAJ Dd W CHAMPION METAL HI-RIB 29 GAUGE SIDING W/ #9 PT 2x6 HF#2 GIRTS @ 32" O.C. 12' PT 6x8 HF#2 POST Cr GASKETED SCREWS PER MANUFACTURER C) 0 C N cly (A 0 ATTACH GIRTS TO POST W/A34 CLIPS AND V) 4 U SD#9xlY2" SCREWS A 712' LONG 5x8 PT HF#2 "*A,,,C 2) POSTS @ 8' O�C. 'It- Z N �o '00 Q� NOTES: ICE PT 2x6 GIRT @ Z PLAN VIEW 1. INSTALL HI-RIB PANELS PER MANUFACTURER'S V) 32" O�C. RECOMMENDATIONS. :3 0- Scale: N.T.S. 2, PROVIDE CAULKING AS NECESSARY TO PREVENT WATER INTRUSION. Ict-00 CONCRETE NOTES A34 CLIP PER GIRT CL inm 3� TOP CAP SHOULD BE SLOPED TO DIRECT RUNOFF rX cc GENERAL NOTES W/SD#9xlY2" SCREW� 0 1X 1. Concrete shall be a commercially available tronsit-mix U_ 'ct 1. Engineering Design loods: 4. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO Q properly proportioned and delivered to the site in ready-mix CONSTRUCTION vi Wind loading based on:120 mph/Exposure "D" (WIND LOAD REDUCED IOMPH FOR OCCUPANCY I CLASSIFICATION) trucks. Aggregate size shall be a maximum of %" in foundations and 3/4" at oil other locations, Slump should not exceed 4". Curing compound shall be sprayed on all exposed 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2012 surfaces immediately after final toweling. 00 E Edition of the International Building Code, 2. All cement shall conform to the ASTM Standard C-150. All //-FINAL GRAD LLJ C'4 aggregate shall conform to ASTM Standard C-33. All SOIL NOTES reinforcing bars shall conform to ASTM Standard A-615 as 777// 1. Foundation design is based on: soil beoring capacity of follows- < Z #3-#5 Bars and WWM-Grode 40 _j _j 1500 psf per I.B.C. Table 1806.2. #6 Bars and lorger-Grade 60 U 3. Concrete shall hove a minimum 28-cloy compressive '(a SLOPE TOP OF FOOTING TO SCALE: 2. Any unusual soil conditions such as organic soils, cloy strength of 2,000 psi and shall not contain less than 5 socks PROVIDE DRAINAGE AWAY N.T.S. pockets or uncertified fills shall be brought to the attention of cement per cubic yard, /X1 FROM POST of the engineer prior to construction. DATE: WOOD FRAMING NOTES 311112014 1. PRESSURE TREATED WOOD: UNDISTURBED NATIVE SOIL OR FILE: All wood shall be treated with ACQ unless approved by COMPACTED STR, FILL 14043 S1 Engineer. Pressure treated wood called out on plans shall conform to AWPA Standard Ul-10 with preservative retention Z JOB NO: for the following applications as follows: 14043 2,000 PSF CONCRETE BACKFILL a. UC3B - Above ground (0.25) N b. UC4A - In contact with ground (0.40) (n in c. UC4B - Embedded in ground or concrete (0.60) Uj NY\ 2,000 PSF CONCRETE FOOTING, ALLOW 0.1 R. 2. Timber connectors coiled out by letters and numbers > shall be Simpson Strong Tie Connectors. All connectors used FOOTING TO CURE FOR 24 HIRS PRIOR TO C" Of W PLACING POSTS with pressure treated wood shall be ZMAX. Post Hot-Dipped Galvanized, or SST300 (Stainless Steel) Use only stainless steel fasteners with stainless steel connectors. Use only Hot-Dipped Galvanized fasteners with ZMAX and Post Hot-Dipped Galvanized connectors. Stainless steel is recommended for treated wood with an ACO retention value 43 5 of 0.60 or higher. (�A 8' FENCE SECTION - C�'S I All nails for structural work shall be common wire nails as 10 AL indicated on the plans or ICC approved mechanically driven Scale: N.T.S. fasteners of equivalent holding strength. Nail size and spacing shall be as required by the IBC Table 2304.9.1 and as specified on these plans. SHEET 4� All connections between wood members not specifically detailed heron shall be nailed with the minimum noiling specified in IBC C2 table 2304.9.1. Sue Roberds From: Bill White [Bill.White@elwha.nsn.us] Sent: Monday, March 24, 2014 9:35 AM To: Nathan West Cc: Sue Roberds Subject: RE: Platypus Fence Nathan, The Lower Elwha Klallam Tribe have no concerns with the installation of a new fence at Platypus Marine.The Tribe agrees with the City of Port Angeles requirements for the completion of this project. Bill White Tribal A rcha eologist MA Cultural Resources Department L o wer Elwha Vallam Tribe 2851 Lower Elwha Road Port Angeles, WA 98363 Phone.-360 452-8471 x7424 Fc7x 360 452 3428 bill.white(a)elwha.nsn.us CONFIDENTIALITY STATEMENT: This einail has been transmitted from an Indian tribal aoverruriental office, and is intended only for the use of the individual/s or entity/ies to whom it is addressed. This transmission, including any attachments, may contain attorney-client or other confidential and privileged information. If you are not the intended recipient, please be advised that any use, dissernination,distribution.copyincy, or the taking of any action in reliance on the contents ol�'this transmission is strictly prohibited. Ifyou have received this e-mall in error, or are otherwise not the intended recipient,please immediately notify the sender electronically at the above address. return the transmission and any attachments to the above email address, and delete it and any copies permanently frorn your files. Thank YOU for your cooperation. From:'Nathan West [mailto:Nwest(a)cityofpa.us] Sent: Monday, March 24, 2014 9:20 AM To: Bill White Cc: Patrick Bartholick Subject: FW: Platypus Fence Bill, Please see attached application from Platypus Marine for a fence replacement. The predictive model suggests that the entire site is fill down to 5' or greater. There was also a prior Platypus Transmission project completed by 2 Grade construction that corresponds to the predictive model findings. I plan to recommend the following conditions: 1. The City of Port Angeles Department of Community and Economic Development (DCED) has reviewed the construction plans and determined that the permitted ground disturbing project is located in an area of fill and previous disturbance. Since the project is unlikely to encounter archaeological resources given its separation from soils designated with medium or high archaeological probability; the work may proceed without an on-site archaeological monitor or additional archaeological investigation. The Lower Elwha Klallam Tribe have been notified of the project by the DCED. PREPARED 3/07/13, 16:24:37 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/07/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 523 MARINE DR SUBDIV: CONTRACTOR : PHONE OWNER TIRE TOWNE INC PHONE PARCEL 06-30-00-0-0-3640-0000- APPI, NUMBER: 12-00001231 CO- CHANGE OF OCCP/USE ------------------------------------------------------------------------------------------------ PERMIT: GO 00 CHANGE OF OCCUP/USE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 0099 01 3/07/13 JLL BLDG C/O FINAL V\ � OVERRIDE TAKEN BY JLIERLY DATE: 03/07/13 TIME: 16:23:56 —tn March 7, 2013 4:25:17 PM jlierly. -------------------------------------- COMMENTS AND NOTES -------------------------------------- CE RTX U PAN CY c 'i :o iity� ort AngeleFs' B.Uild',ir, A A This certificate is issiied�4511T, p si�ant to the requirenients"VSection 111,ofthe,2QQ9 International Building Code certifying that -,igtiance this structure was in compliance with the various ordinances 1 -ToPs,r of the City regulating iij1d" pq, dp,X,-� psg ,qr thef iT?g Business name.- R' R PI'Sky'-p"'U' s M0,4T Business addrel '�"rine DO' a v Z "A, Business mvner: ,;,�J- 0 d''66 n Linn b d "'U 'Y"AN "T �,,, - U 7:1 e e G"' Business owner's;-adft 102 N 9 83 tem: Atitomaticfire spAinkler-" �7 Use & occupancy elds�ij .j'cation: Business'..',ll'.- Occupant load All 0 1,2 IBC, TaO.'a', si]MMM Type of construction"N 1%ME -M 10/28/2013 "FS`V�Rbh' kO n ei* Date SE MCI Post on the premises in a co Qz nspicuous place."T, i ic te shalF t be removed except by the Building Official. CERTIFICATE OF OCCUPANCY APPLICATION Permit# IST d ft CITY OF PORT ANGELES FEES V $50 Certificate Inspection Attn: Permit Technician 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 Lk PLEASE PRINT IN V I > A > I FC� , Check one: New business in P.A.?111 Change of ownership only? L]_A4�;�g loca?ion firorn within P.A.9 Id Zoning BUSINESS NAME Business address 452,2- Mailing address\(5- \ocA-\^ Cf,6 '�t 2= [- r Phone number�A4Lkln-e0*41 bpening te da Days &hours of operation Pj� Ciptm-5jm Business owner's name njXL%cx\ LWv4w Contact phonebz�L-w-7 -MC19 Business owner's address \.o2 Brief description of business Q_Ej;gC bm Property owner's name S—Sk_":mXx,, Contact phone(-Steo,)1-kn-mon Property owner's address/contact k.,cW_JUAa4_- Sk, 4.,CV Ow,-geVs, , WV,- q93C.S BUILDING DEPARTMENT phone 417-4815 Bldg approval by on Lo Is the business a restaurant or bar that will seat 50 or more people? Yes 0 No K 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: �>,,VMWO, vr��',Xa 'AAA cl-A I tLW V\CXxVT% .� isew �&A)sae FIRE DEPARTMENT phone 417-4653 Fire approval by on Changes to a fire sprinkler system or fire alarm system? Yes 1:1 No X Work planned: PBIA (Parking Business Improvement Area -Downtown) phone 417-4623 Square footage of business? PBIA notirle on Is business moving within the PBIA? Yes El No CITY CLERK phone 417-4634 City Clerk approval by on Second-hand d ea ler/pawn broker business?Yes 171 No 9 Will there be dancing at this business? Yes El 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 I of 2 COMMUNtTY& ECONOMIC DEVELOPMENT phone 417-4750 - CED approval by_on Number of off-street parking spaces available for employees and customers? t-5 (A 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. PWE approval by_on PUBLIC WORKS DEPARTMENT- ENGINEERING phone 417-4812 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 [I 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 11 Nox 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. I 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. Date 9/a* ob.a. Print Name d 1,,14N Signature TTormsTuilding Division\Certificate of Occupancy Application(2010).doc Page 2 of 2 0. CER TIFICA TE OF OCCUPA NC Y A PPLICA TION Permit FEES ------ CITY OF PORT ANGELES Attn: Permit Technician F$50 Certificate Inspection 321 E. Fifth St., Port Angeles, WA 98362 $100 Parking Business Improvement Area (PBIA) f, c 19 f,r 1�', (360)417-4815 fax (360)417-4711 fee charged for Downtown locations PLEASE PRINT IN INK tC lo' Check one. New bLISineSS in P.A.?[] Change of ownership only" D-me i L I'ca -_ Z� yln�a 0 n from �vithin P.A.? NO Zoning BUSINESS NAME Business address 57 Mailing address,��--;?_ J\ Phonenumberi% bpening 6`ateh�0��fk, Days & hours of operation -7S_L� Business owner's Business owner's adclress_Lt-,)-� -4%.CkkrN" Contact phonec &3)4� Brief description of business VIf vu Property owner's Contact phone hL"�)1-in -cn,1-� Property owner's address/contact , 1!t:� BUILDING DEPARTMENT phone 417-4815 Bldg approval by_on- Is the business a restaurant or bar that will seat 50 or more people? Yes '.J 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: Le smi nqal FIRE DEPARTMENT phone 417-4653 Firealp rovalby.bd2 ('on t 3 Changes to a fire sprinkler system or fire alarm system? Yes _J N o 24 Work planned: PBIA (Parking Business Improvement Area - Downtown) phone 417-4623 Square footage of business? BIA notified on Is business moving within the PBIA? Yes -_1 N o CITYCLERK phone 417-4634 City Clerk approval by_on Second-hand dealer/pawn broker business? Yes No X Will there be dancing at this business?Yes 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, Poge I of 2