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Home My WebLink About09004,oF poar CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT =, INSPECTION REPORT W" CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: /2-oog PERMIT NUMBER: SITE ADDRESS: �� `ZL)L, C4LEtJ- Lb 09 — D O CONTACT PERSON: TYPE OF INSPECTION: L1_ PHONE: S//1m) omiL �Do7— . t/ � � / (!)1X)(o W4 C-- 01J C) �Y; 1 ❑ APPROVED Inspector jC Acknowledgement ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Date Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. o� ,?ORT T°��, CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT g`WAS1+"' CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: /Z7 PERMIT NUMBER: 9(-� r) 9— Ode" SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: +aAilluIVC0 �-- I =APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before �---- checked at next inspection proceeding. Y n L Inspector 7 �� (L Date z Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. of Qoar rod CITY OF PORT TOWNSEND � yso DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 2 l �� OC(1 PERMIT NUMBER � SITE ADDRESS: -'7q 3 CONTACT PERSON: TYPE OF INSPECTION: M LL ❑APPROVED ❑ APPROVED WITH _ CORRECTIONS �� Ok to proceed. Corrections will be ` checked at next inspection Inspector � /�t0X. Date e Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. poATr°�y� CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT ' INSPECTION REPORT 4`wa For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: qLOq PERMIT NUMBER:L-� SITE ADDRESS:) PROJECT NAME: �-� CONTRACTOR: CONTACT PERSON: 73yMP-Am PHONE: TYPE OF INSPECTION: X1S1/� i2 � A ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before / checked at next inspection proceeding. Inspector (CX/YLoDate // � /'0 ? Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG n �y PERMIT # C9 D 44 DATE RECEIVED SCOPE OF WORK: , DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS >9 si Osr i Zoning: Setbacks OK? vx. Y1 r Lot Size: Building Size: V1 t Lot Coverage: V kA FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? v �p,.ppRT7.0k BUILDING PERMIT �% City of Port Townsend Development Services Department � WAS 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-004 Permit Type Residential - Miscellaneous Project Name NEW FOUNDATION/RETAINING Site Address 743 POLK ST Parcel # WALL 990000301 Project Description NEW FOUNDATION/RETAINING WALL Names Associaled with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Levy Bertram J Owner Levy Bertram J Contractor Owner Builder O - STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $240.00 foundation only permit 240 DOLL Building Permit Fee 23.50 Units: Heat Type: Plan Review Fee 50.00 Bedrooms: Construction Type: State Building Code Council Fee 4.50 Bathrooms: Occupancy Type: Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Permit Total Fees $ 86.00 Conditions 10. Foundation permit only. Subsequent Stntcturc must be compatible with this foundation design. Garage foundation to be in footprint ***SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of -this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the propertyor authorized agent of the owner. Print Name "'roeo-am I Date Issued: 01/15/2009 Issued By: SFOSTER Signature Date t1 Date Expires: 07/14/2009 �J U ,o�poRTro�y CONSTRUCTION PROGRESS RECORD sz CITY OF PORT TOWNSEND 0 OkwAs;fi,� Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 990000301 PERMIT NO. BLD09-004 ISSUED DATE 01/15/2009 EXPIRATION DATE 07/14/2009 ADDRESS 743 POLK ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER LEVY BERTRAM J PROJECT DESCRIPTION NEW FOUNDATION/RETAINING WALL CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENTS :DOTING -OUNDATION WALL -INAL BUILDING INSPECTION INSP DATE COMMENTS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. M 40 PROPONENT Bertram Levy 743 Polk Street, Port Townsend, Washington Lots 11-13, Block 3 Plower Addition to the City of Port Townsend Parcel No. 990000301 SOPE OF WORK The proposed project includes the following elements: • Construct a code approved reinforced concrete foundation for an existing one -car garage • Construct a twenty-two foot long, twenty-four inch high retaining wall \is Construct a code approved reinforced concrete foundation for a portion of an existing shop that has ��and pier exterior foundation. • ConstrupL.Feinforced concrete footing blocks for existing sub -standard post on pier blocks under mg shop. [See attached calculation sheet] GENERAL NOTES SPECIFICATIONS AND CONSTRUCTION NOTES I. All work shall conform to the applicable International Building Codes and standards. In case of any conflict from the method or standards of construction or materials of plan calls, the I.B.C. Codes, code standards shall govern, at a minimum. 2. Design based on the following loading conditions: a. Roof & Floor Dead Loads: 10 psf b. Floor Live Load 40 psf C. Wind Speed: <80 mph d. Seismic Zone: 3 e. Exposure: C 3. All information shown on the drawings is relative to existing and known conditions, and is given as the best present knowledge based upon the existing structures and plans provided by owner. Owner and Contractor shall field verify all existing conditions for site layout and construction. 4. Owner and contractor shall verify all plan design and construction elements. 5. All concrete to be 2000 PSI minimum at 28 day duration. 6. Soil bearing to be assumed or confirmed to be 2000 p.s.f. minimum. 7. Re -bar to 40 grade steel minimum. 8. All wood used in contact with the foundation shall be pressure -treated. Fasteners for treated wood shall be galvanized or manufactured for outdoor use. �. w Oevy Shoo: Post Footing Pad **Iacement BASIS OF DESIGN: CONCRETE FOOTING PAD SIZING FOR POST POINT LOAD Summary: Use minimum square shape concrete pad size of 17" x 17" x 15" death Loading from I.B.C. values above • Live Load =40# ■ Dead Load =10# ■ Tributary Load Total: %2 of largest joist span found [12 feet] = 6 feet Total Live Load, Total Dead Load = 500# ■ Live load 40 # times the total tributary load of 10 feet [total each side of beam] = 400 • Dead load 10 # times the total tributary load of 10 feet [total each side of beam] = 100 Square Shape Concrete Footing Pad Sizing Based upon Post Point Load [Each Post] ■ Largest beam span = 12 feet ■ Largest beam tributary span = t/2 the beam span = 6 ■ Beam tributary span in Lineal feet x Total LL/DL [500] = 3,000# Total Load • Assume soil bearing pressure of 1500 # Minimum • Total Load divided by soil bearing pressure = 3,000/1500 = required footing pad horizontal size in square feet = 2 square feet = Square shape Footing pad minimum horizontal size = 17" x 17" ■ Footing pad depth = Square root of 2.0 SF = 1.4 = 15 inches footing depth ■ Reinforcement of pad to be No. 5 bars @ 6 -inches on center each way, not less than 2 -inches from any edge. ■ Post base connection shall be Simpson brand or equal with bottom of post one -inch [ 1 ] above finished pad grade per I.B.C. Section 2304.11.2.6 Round Concrete Footing Pad Sizing for Post Point Load ■ Footing pad minimum size = 288 square inches • A=II r 2 equals A/II = Radius ■ 288/3.14=91.6 ■ Sq. Root of 91.6 = Radius = 9.5 inches ■ 9.5 x 2 = Diameter = 19 inches diameter minimum ■ Use Socio -tube form at 14 inch depth below grade, allowing a minimum 1 -inch minimum above finished grade [ground or slab] per I.B.C. Section 2304.11.2.6 ■ Reinforcement of pad to be No. 4 bars @ 6 -inches on center each way, not less than 2 -inches from any edge. Sources: Owner Plans & Specifications Provided International Building Code 2006 Edition International Code Council C:\Documents and Settings\Tom\My Documents\Business\Business Statements 2007Uxvy\Levy Post Footing Basis of Design.doc9l14/2007 ti M • ,ted mss: F, �. w ti N WAAW_ . . . . . . . . . . . i........._... All 4J r .- fi • s ( kv, 40, b,'F�ie+e'q'N,.t . w T ..:.�-L.e1 i__. J l •^ ✓ :.�K.. �., .. _, ,\ :YRf 4�:3� � �.;f\ a mud. 1"A 8 Project Address: ��, j� �O / /< Zoning: R -Z Parcel # gcjc)0 D O 3 0 I Project Description: Legal Description (or Tax #): Addition: 9 '�dnA"P tl Block: 3 Lot(s): ➢ Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: 60 9 Project Valuation: $ 2U O t9i�:) . Building Information (square -feet) - 1 s' square_fe.et)-15' floor �� Gar, 2nd floor DeC 3 I floor Porch(es): Basement: Is it finis es No Carport: Other: Manufactured Home ❑ ADU ❑ New Addition ❑ Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet: Impervious Surfao :* Y w Square feet: *Total excistina & 6FODosed What year was the structure i `'l D If work includes demolition, see Page 2. (1`O Any known wetlands on the property? Y Any steep slopes (>15%)? Y N) Property Owner/Applican Name: C) t�A U& Address: % 4 3 FoChep "' City/St/Zip:_ 201-E 7 (-W \)Ae '-a A -AA J Phone: 36S 6 38 S" 22 -Z cj I B 3G 6 Email: Contact/Representative: Name: Address: City/St/Zip: Phone: Email: Contractor: ❑ Same as Owner Name: Address: City/St/Zip: Phone: Email: State License #: Exp: City Business License #: I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: �'Yh Signature: Date: c1 A, 019 Page 1 of 2 7/36)20M RESIDENTIAL BUILDING PERMIT A • KATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend'to build, where it will be located on your lot, and how it will be constructed. CfteResidential permit application. /]lashington State Energy & Ventilation Code forms ❑ Two (2) sets of plans with North arrow and scaled, no smaller than '/<" = 1 foot: ❑ A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ❑ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting ❑ Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations (all four) with existing slope of the land in relation to all proposed structures ❑ If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: $30.00 for HPC Administrative review. ..Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 Parcel Details 4 • 1� 41- kmwwpiumll Maps liteb �� ` '� �c � 7�� z�"t 7 g£ &ate z '�� "'S A x Home w County Info s, Departments Search Parcel Number: 990000301 1 SEARCH Parcel Number: 990000301 Owner Mailing Address: BERTRAM LEVY PO BOX 218 PORT TOWNSEND WA983680218 Site Address: 743 POLK ST PORT TOWNSEND 98368 Section: 2 Qtr Section: SE1/4 Township: 30N Range: 1W School District: Port Townsend (50) Fre Dist: Port Townsend (8) Tax Status: Taxable Tax Code: 100 Planning area: Port Townsend (1) Sub Division: POWER ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: POWER ADDITION I BLK 3 LOTS 11 THRU 13 1 1 1 Click on photo for larger image. Printer Friendly No Permit Data Assessor Bldg Data Tax,, A/V, Sales Info Map Parcel PI_ats_& Surveys Available JeffersanCoulntp �� Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac Pagel of 2 http://www.co. jefferson.wa.us/assessors/parcel/parceldetall.asp?PARCEL_NO=990000301 1/9/2009 0 0 Assessor Detail Building #1 �INeati�er SfaAhon=�; W-051Webcam Home County Info Departments Search ,.Y ... _..i .. �. S.. ....� Assessor Detail Building #1 Parcel Number: 990000301 Building Number Year Built Year Remodeled 1 1910 1979 Building Exterior Building Area Building Interior Building Type: HOUSE 1st Floor Area: 1099 Int. Walls (Cabin): Building Style: 1.5 STY (FIN) 2nd Floor Area: 565 Heat: ELECTRIC BB/WALL Foundation:POST & BLOCK/PIERS 3rd Floor Area: 0 WOOD STOVE Exterior: SIDING/STUCCO (LAP) Loft Area: 0 Floor Cover (1): Roof Cover:WOOD SHINGLE Attic Area: 0 Floor Cover (2): Total Area: 1664 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 1 Make:Type: Full Baths: 2 Model:Area: 0 Half Baths: 1 Length: Exterior: Width: Roof: Year Built: Carport Square Footage: 216 Skirting: Area: 0 1st Addition 2nd Addition Type: GarageType: Garage Area: 836Area: 280 Year Built: 1979 Year Built: 1991 Exterior: Siding/Stucco (Lap) Exterior: Siding/Stucco (Lap) Roof: Metal Roof: Wood Shingle To view another building associated with this parcel. Select building : 1 2 3 Jefferson (aunty ASH1ff0TQ �.._. Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac Page 1 of 1 littp://www.co-Jefferson.wa.us/assessors/parcel/assessordetal1.asp?Parcel_N0=990000301 1/9/2009 Parcel Photos 0 Parcel Number. 990000301 Site Address: 743 POLK ST PORT TOWNSEND 98368 ftPage I of I http://wwxv.co.jeffersoii.wa.us/assessors/parcel/parcelpliotositus.asp`?Parcel NO=99000030... 1/9/2009 i http://wwxv.co.jeffersoii.wa.us/assessors/parcel/parcelpliotositus.asp`?Parcel NO=99000030... 1/9/2009 0 % Receipt Number: BLD09-004 990000301 Building Permit Fee $23.50 $23.50 $0.00 BLD09-004 990000301 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-004 990000301 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-004 990000301 Record Retention Fee for Building Per $3.00 $3.00 $0.00 Total: $36.00 09-0012 CHECK 01/09/2009 Plan Review Fee 4321 $ 36.00 Total: $36.00 $50.00 BLD09-004 genpmtrreceipts Page 1 of 1 OF ,OPT TOS ti ys u 0 BLD09-004 990000301 Plan Review Fee CHECK 4318 Total: $ 50.00 $50.00 Receipt Number Q9 0012 $50.00 $50.00 Total: $50.00 $0.00 genpmtrreceipts Page 1 of 1 l4y I f2 nk� ir X r5jt 6r tTA 411