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Home My WebLink About1246 W HWY 101 (2) Address: 11246 W H WY 101 PREPARED 6/27/14, 10:15:57 INSPECTION TICKET PAGE 2 - CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/27/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1246 W HWY 101 SUBDIV: CONTRACTOR MURPHY & SONS CONCRETE INC PHONE (360) 452-4213 OWNER F RONALD & BETTY J RICHMOND TT PHONE PARCEL 06-30-08-4-3-0030-0000- APPL NUMBER: 14-00000530 COMM REPAIR -- ------ --------- ----------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 6/03/14 JLL BLDG FOUNDATION FOOTING 6/10/14 AP June 3, 2014 8:42:38 AM pbarthol. Ryan 808-0414 AM June 10, 2014 1:53:24 PM jlierly. EL99 01 6/27/14 JLL BLDG FINAL June 27, 2014 10:15:35 AM pbarthol. Ryan 808-0414 -------------- ----- ---------- ---------- COMMENTS AND NOTES -------------------------------------- " CITY OF PORT ANGELES s� DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION r 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000530 Date 5/13/14 Application pin number . . . 845560 (� Property Address . . . . . . 1246 W HWY 101 �} ASSESSOR PARCEL NUMBER: 06-30-08-4-3-0030-0000- REPORT SALES TAX Application type description COMM REPAIR Subdivision Name . . . . . . on your state excise tax form Property use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . COMMUNITY SHOPPING DISTR (Location Code 0502) Application valuation . . . . 5000 Application desc REPLACE/REPAIR EXISTING POSTS AND BEAMS FOR 2ND ST ---------------------------------------------------------------------------- OwnerContractor ------------------------ - -- ------------------------ F RONALD & BETTY J RICHMOND TT MURPHY & SONS CONCRETE INC 19310 226TH AVE NE 101 BAKER FARM RD WOODINVILLE WA 98077 PORT ANGELES WA 98362 (360) 452-4213 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING .PERMIT - COMMERCIAL Additional desc . . POST/BEAM REPLACEMENT Permit Fee . . . . 137.75 Plan Check Fee 89.54 Issue Date . . . . 5/13/14 Valuation . . . . 5000 Expiration Date 11/09/14 Qty Unit Charge Per Extension BASE FEE 95.75 3.00 14.0000 THOU BL-2001-25K (14 PER K) 42.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 137.75 137.75 .00 .00 Plan Check Total 89.54 89.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 231.79 231.79 .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 1 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 regulatirin construction or the performance of constr�c/ti/on. Nate 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 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/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/ eilin/loor F Ceiling MECHANICAL: Heat Pum /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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE0:tl tll 1�T �j For City Use CITY OF 1 lit"t, A UO Permit# - w A s H 1 N G�T o N, U. %; Date Received: _ 321 E 51hstreet Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 C Email:permits0cityofpa.us BUILDING PERMI PLICATION Project Address: 21'16 to H w P- � C-4— Phone: m/ ,,t Primary Contact: Email: s Q� Nana Phone Property Mailing Address Email Owner 1Z w f ty State Zi Name L - Phone /1��, /Z c��ls�Hs � 7�� ,n cell BDB- 1 Contractor Address, r Email P yha p ��cl.•�eu�l .Lv%'h Information city P r/- AStatepa I zip Contractors License#�C� -�� S�t t� E. Date: & Z.Tt Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) 16°6 �� 1 d�OSU�v1 61�6 $ S o Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair 0 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 ,Q FkRRFU,,, 'd S x"�-�✓ #v!<s t Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No Yes 0 No Pro/eject Description IC ' ,( G•r / 4-f,I V Is project in a Flood Zone: Yes ❑ Nod 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 Print Name ` �, p h vns Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or a" 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) 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 many 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 # re air/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 �! rYafi it � � � air I�y1§ 14 s. 9t7Z L fr TWE r� W a • ca c 0 CL Lu O � N 0 n N m � c O c LU Q cs I � PCJ o: HLE ppu _ GENERAL NOTES CONCRETE NOTES 1. Construction shall conform to these plans and all 1. All reinforcing bars shall conform to ASTM Standard A-615 as 11 IF applicable codes and local ordinances including the 2012 follows: tZ Edition of the International Building Code. #3—#5 Bars and WWM—Grade 40 v=i oo Ln z 0 U #6 Bars and lorger—Grode 60 1 s SOIL NOTES w 3^ + o 2. Concrete shall have a minimum 28—doy compressive strength of COUNTER �N^o N 1. Foundation design is based on: soil bearing capacity of 2500 psi and shall not contain less than 5 socks of cement per cubic t^LU O^ 1500 psf per I.B.C. Table 1806.2. yard. F 0 n o to Z O 11W 2. Any unusual soil conditions such as organic soils, clay 3. Unless shown otherwise, the minimum concrete cover for reinforcing O1 ui r z N pockets or uncertified fills shall be brought to the attention shall be 3" when placed directly against earth and 2" for all other o ENTRY 007 ,oa of the engineer prior to construction. locations unless specified on the plans. In a.a.1< W WOOD FRAMING NOTES 4. Rebar adhesive shall be a two—component high solids, epoxy—based system supplied in manufacturer's standard cartridge and dispensed c'6 1. All framing shall be as follows unless noted otherwise on through static—mixing nozzle supplied by the manufacturer. Adhesive FILE Y) the plans. shall be SET—XP Epoxy—Tie adhesive from Simpson Strong—Tie, or O LJ a. All wood members in contact with concrete or soil shall approved equal. Install per manufacture's recommendations. SPECIAL — ~ a be pressure treated Hem/Fir No. 2 or better. INSPECTION REQUIRED CITY OF PORT ANG: ES—CoRs2cuC`1o!1 s1asA O o The Isst! nce of this perm °^'trpoo these plans,sp9Gi`i- 0 C/) Of 2. Timber connectors called out by letters and numbers CONSTRUCTION NOTES: cations and other daf^ " 11 n_,,-'the building official W U1 00 EXISTING 4x4 POST (1) g shall be Simpson Strong Tie Connectors. Provide the [] z ADO POST BELOW TO from theraater reo:�~`-5 tie COrrf.^.`'`1 of errors in s=1 — number and size of fasteners as specified by the 1. Level main floor & second floor ceiling. FOOTING; SEE DETAIL A/1 l manufacturer's recommendations. Use MAX nailing per pzns, specificafer, and wher data, rr from manufacturer for connectors, unless specifically noted 2. Add shims to existing post beams as necessary. building operations t rri^d 0� ;;reundC. (� M otherwise on plans. All bolts in wood members shall conform v violation Of all codes :. y Of this juri�;;iC:iGn. O [T] to ASTM A307. Alternate other hardware may be substituted 3. Add new plywood gussets to post beams, of for items shown provided that they ore ICC approved for tL = O equal or greater load capacity. All other hardware shall be 4. Add new posts at (2) locations. EXISTING 4x4 POST (1) Approval DateBy compatible in size with members provided. All connectors ADD POST BELOW TO ` U used with pressure treated wood shall be ZMAX, Post FOOTING; SEE DETAIL A/1 Q�1 oez! G Hot—Dipped Galvanized, or SST300 (Stainless Steel). Use v✓ only stainless steel fasteners with stainless steel connectors. -1:::7t 0 Use only Hot—Dipped Galvanized fasteners with ZMAX and 9'-3" LLJ O 00 Post Hot—Dipped Galvanized connectors. Stainless steel is Z o) recommended for treated wood with an ACO retention value Q. � Q of 0.60 or higher. V U j Q 3 3. PRESSURE TREATED WOOD: EXISTING FLOOR PLAN � LLi J O All wood shall be treated with ACO unless approved by FLOOR ~ 10 --j =j Engineer. Pressure treated wood called out on plans shall SHEATlNG Q O N Z conform to AWPA Standard U1-10 with preservative EXISTING 4X4 N.T.S. zZi O — retention for the following applications as follows: EXIST. 2X BLOCKING POST 2 0 00 a. UC38 — Above ground (0.25) BETWEEN JOISTS O b. UC4A — In contact with ground (0.40) c. UC4B — Embedded in ground or concrete (0.60) w Z J uj ~ J 4. Holes for bolts shall be the bolt diameter plus lSe" 2X10 FLOOR JOIST H U SCALE: 5. All bolts, threaded rod and lag screws shall be 6 N.T.S. tightened on installation and retightened before closing in or EXISTING 6"X18" upon completion of the job. STRIP FOOTING DATE: 3/24/2014 6. All bolts, log screws and threaded rod shall be provided with washers where the nut head bears on the wood. 4x8 BEAM NEW FILE: Washers shall have a minimum dimension of at least two ADD PLYWOOD 6"X6"X24" NEW 4X4 POST; 14044 bolt diameters. GUSSET NEW 4X4 POST; FOOTING ALIGN W/ POST ABOVE JOB N0: T All nails for structural work shall be common wire nails ADD SHIM AS NECESSARY ALIGN W/ POST ABOVE 14044 as indicated on the plans or ICC approved mechanically TO LEVEL FLOOR c driven fasteners of equivalent holding strength. Nail size EXISTING 4X4 BOLT POSTS TOGETHER and spacing shall be as required by the IBC Table 2304.9.1 POST — — N / and as specified on these plans. W/ Iva -- Oj R. f ADD A24 CLIP (1) #4 BAR 8. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least 2" or beCONSTRUCT O o EXISTING 4X4 �C supported by sheet metal connectors as manufactured by 6"X6"X24" POST Simpson or equal. FOOTING e (1) #4 BAR LONG. 7, EXISTING a 4" EMB. 9. All connections between wood members not specifically FOOTINGo, pF 4365t�� detailed heron shall be nailed with the minimum nailing #4 BARS @ #4 BARS 0 6" O.C. �SS� E NG�� specified in IBC table 2304.9.1. 6" O.C. EMBED INTO EX. FOOTING ONAL E 6 18" W/ SET—XP EPDXY 4" MIN. EMBED W/ SET—XP EPDXY SHEET A FOUNDATION ELEVATION B PLAN VIEW 1 1 N.T.S. 1 N.T.S. F ILE COPY