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HomeMy WebLinkAboutBLD10-164PERMIT# WUD LO - two CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG DATE RECEIVED. 8 ‘\S*)O SCOPE OF WORK: Cni_srovy Deuc DATE ACTION INITIALS % -(-LO | ENTERED INTO CHET Www &:|S10 | CHECKED FOR COMPLETENESS Mu Plan Review # Bedroom(s) = # Bath(s) = Heat Type: S (Cie [Ab -Stoc Wk WAY Bip Io Spoke with Clvis Baschele wetormned. hive thet deck does not Mme et setipucks und la rl nerd era necsing For The. Streuctoru| Cie aall Sheciens deck 4a meet SsetreucKs c todesioy plunws (Rey mit Qw Hold woe new) WD received ) SE SLa.2ID Reuse plu Vee Fie +t setlouck Fore property line _ Plan Gevieuo comelete — t a \, ey a \O LZ Fi 4 Bay YE" ne ES = V5 659 gi* KO valued : Calded fone he (okt with of the perm i t. SEPTIC? Setbacks OK? Yen “Sie — 7 GaApe 44 4Staws Lot Size: JT if) md avn oo . J Building Size: [540 Sq FE ADU GA GO OR/Shee BUDO b-VbE Lot Coverage: [w_ Q %/y PA FAR OK? Yep Height OK? ' Parking OK? fi Critical Area? (Check Impervious Mo p j Surface limits N ot 19.05.050D4(a) Shorelines Jurisdiction? N ? Demo? Historic Rev/ Design Rev? Notice to Title? I Lots of Record? f P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 fe solid weod * ae stoP€ sais I L — 2¢ x6 ists ned 1670¢- | D-FIr 2-299 Cm ee AUG 19. 2010 CITY OF PORT TOWNSEND OSD Chris Basehab V0 y j7L €OS- 9O4-2OY 3. Dec ATTACHMENT SFE ATTACHED~ FRAMING MEMBERS TO BE et eee 5 wa NOTICE: Plans are approved excer‘ing any ae or omissions. All work must ion in conformance with — codes and regulations. LY ON ~APPRO ae en AY Leer pws 3/24 awe yy” brace | iy 9/6” / cl F p | J. ee. ery [- ame NT A Chrys Pease hab ogee (7S, A RB CEIVE j AUG 19 2010 CITY OF PORT TOWNSEND DSD Caving Strve UYe+ ie. Se ae —| | /\ ¥ “ Is’ - | 1 | J72 ww Ss fae phi Chris Baschah 709-172 I 7 ane St AUG-1-8-2010 ) CITY OF PORT TOWNSEND FLOORS JOIST SPAN 6’ and les¢ | 6'1” to 8’ | 8'1” to 10’ 10°1” to 12’ | 121”to 14’ | 141”to 16’ | 16'1” to 18’ Connection details On-center spacing of fasteners® ® canamaageew wn nich | | [lam [ow | os | oo | ou | on ip wae bolt with '5/,, inch maximum 36 36 34 29 24 1 19 statingand inchsacked waters" | 96 || 36 || | ow | om | ow | “A mo a n . Deck ledger shall be minimum2 x8 pressure-preservative-treated No.2 mp 09 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. | pound per square foot = b.0479Kba. a. \The tip of the lag screw shall fully extend beyond the inside face of the band The maximum gap between the face of the ledger board and face of the wall sheathing shall be t's . Ledgers shall be flashed to prevent water from contacting the house band joist. . Lag screws and bolts shall be staggered in accordance with Section R502.2.2 Il joist. grade lumber, or other approved materials as established by standard engineering practice. the face of the ledger board and the face of the band joist shall be 1 inch. FLOOR SHEATHING NAILING AT 6 IN. MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN ZIT Zz rs Zz -- + + + HOLD-DOWN OR SIMILAR TENSION DEVICE inch nominal band joist. a FLOOR JOIST | For SI: 1 inch = 25.4 mm. FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS \ DECK JOIST When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1 inch thick engineered wood product (structural composite lumber, lami- nated veneer lumber or wood structural panel band joist), the ledger attachment shall be designed in accordance with accepted engineering practice: - A minimum 1 x 9'/, Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2- . Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between CHAPTER 5 FLOORS R502.2.1 Framing at braced wall lines. A load path for lateral forces shall be provided between floor framing and braced wall panels located above or below a floor, as speci- fied in Section R602.10.6. R502.2.2 Decks. Where supported by attachment to an exte- rior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self- supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and con- structed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. R502.2.2.1 Deck ledger connection to band joist. For decks supporting a total design load of 50 pounds per square foot (2394 Pa) [40 pounds per square foot (1915 Pa) live load plus 10 pounds per square foot (479 Pa) dead load], the connection between a deck ledger of pressure- preservative-treated Southern Pine, incised pressure-pre- servative-treated Hem-Fir or approved decay- resistant species, and a 2-inch (S51 mm) nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with '/,-inch (12.7 m) lag screws or bolts with washers in accordance with Table R502.2.2.1. Lag screws, bolts and washers shall be hot-dipped galvanized or stainless steel. R502.2.2.1.1 Placement of lag screws or bolts in deck ledgers. The lag screws or bolts shall be placed 2 inches (51 mm) in from the bottom or top of the deck ledgers and between 2 and 5 inches (51 and 127 mm) in from the ends. The lag screws or bolts shall be stag- gered from the top to the bottom along the horizontal run of the deck ledger. R502.2.2.2 Alternate deck ledger connections. Deck ledger connections not conforming to Table R502.2.2.1 shall be designed in accordance with accepted engineer- ing practice. Girders supporting deck joists shall not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer. R502.2.2.3 Deck lateral load connection. The lateral load connection required by Section R502.2.2 shall be permitted to be in accordance with Figure R502.2.2.3. Hold-down ten- sion devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds (6672 N). R502.2.2.4 Exterior wood/plastic composite deck boards. Wood/plastic composite deck boards shall be installed in accordance with the manufacturer’s instructions. 111 ge ee Le Oe fp ee e = ee : aT 4 Wa t e r Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 23 . 0 9 4 3 7 4 fe e t oy e e s fr o m at Development Services = | =mihll iT | geet) RF ome Hy} ; ee __» 250 Madison Street, Suite 3” OE ER gg [noe ~~ “Port Townsend'WA 98368 = oe “Phone: 360- 379-5095. . HY OF Foe TONER Residential Building Permit Application Project Address: Legal Description (or Tax#) 705 -/7 = zT. Addition: Gy/sen Hej 5 Zoning: Block: #7 Parcel# D4 40¢ FO Y Lot(s); 32¥ Project Description: Dek 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. Property Owner/Applicant: Name: CAniS Saschah Address: 7O& -/7 x, JT- Citysvzip: L£7: Four WA VBEY 805~- JO?- 2O¥3 Phone: Email: Contact/Representative: Name: Phone: Email: Contractor: areas as Owner Name: Address: City/St/Zip: Phone: Email: | State License #: Exp: City Business License #: Building Information (square feet): 1* floor Garage: 2" floor _—=—=—=———S—S™Sséaarrrport: 3” floor Other: Basement Finished: Unfinished: Decks / Porches Covered: Uncovered L7¢ tiff Heat Type: Electric Heat Pump Other Total: #Bedrooms #Bathrooms Size of lot 19,0 OP Square feet Total Lot Coverage (Building Footprint):* Square feet: £2 2 Impervious Surface:* Square feet: *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: ATO = Project Valuation: $ What year was the structure built? 200 7 If work includes demolition, see Page 2. Any known wetlands on the property? Y Re Any steep slopes (>15%)? Y—> | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will L accordance with State Laws and the Port Townsend Municipal Code. Chris Baseha Print Name: V2 a Signature: Date: Lyf Lee 2 Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than ’4” = 1 foot: OA site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines lf applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. 2. 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting 0 Floor plan: 1. OW © . 2 3 4 5 6 7 a 1. 2 3 4 5 6 A 8 Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing | section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation 0 Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature 0 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: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- Parcel Details ar in Home County Info Departments ~ Search Parcel Number: 948304704 Parcel Number: 948304704 Printer Friendly Owner Mailing Address: CHRIS BASCHAB SHANNY COVEY JTWROS 2444 WILCOMBE DR CAMBRIA CA934284928 Site Address: 708 17TH ST PORT TOWNSEND 98368 Section: 10 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's Land Use Code: 9100 - VACANT LAND Property Description: EISENBEIS ADDITION | BLK 47 | LOT 4 | | Click on photo for larger image. No No 2nd El Photo | Ey Photo | | Available | Available No Permit Data pote avaislet-see iis force pass Available ‘ Jefferson County waskincron HOME | COUNTY INFO | DEPARTMENTS | SE Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL_ NO=948304704 Page | of 2 8/13/2010 Receipt Number: BLD10-164 948304704 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CASH N/A $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-164 Permit Type Residential - Addition/Remodel Project Name = 2nd Story Deck Site Address 708 17TH ST Parcel # 948304704 Project Description 2nd Story Deck Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Baschab Chris A Owner Baschab Chris A Contractor Owner Builder 0 - STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $1,051.28 Decks — Residential 136 SQFT Plan Review Fee 50.00 Citic: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: R-3 Building Permit Fee 41.80 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Permit Total Fees $ 104.30 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. *%* 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 piapenly or authorized agent of heb Print Name CA rps Base h GY Date Issued: 08/24/2010 a or Signature ; Date ‘ / Ui Date Expires: 02/20/2011 - CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND 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. 948304704 PERMIT NO. BLD10-164 ISSUED DATE 08/24/2010 EXPIRATION DATE 02/20/2011 ADDRESS 708 17TH ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER BASCHAB CHRIS A PROJECT DESCRIPTION 2nd Story Deck CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN FOOTING FRAMING SSAA MISCELLANEOUS FINAL BLDG./C OF O TAX ES TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Receipt Number: BLD10-164 948304704 Plan Review Fee $50.00 $50.00 $0.00 BLD10-164 948304704 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-164 948304704 Building Permit Fee $41.80 $41.80 $0.00 BLD10-164 948304704 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-164 948304704 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-164 948304704 Record Retention Fee for Building Per $3.00 $3.00 $0.00 Total: $54.30 10-0669 08/13/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-164 CASH NIA $ 54.30 Total: $54.30 genpmtrreceipts Page 1 of 1