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HomeMy WebLinkAboutBLD10-171 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-171 Permit Type Residential - Addition/Remodel Project Name _ Exterior Deck & Stairs Site Address 1003 JACKSON ST Parcel # 988801902 Project Description Add deck and stairs to back of house. Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Hamby John L Owner Hamby John L Fee Information Project Details Project Valuation $1,159.50 Decks — Residential 150 SQFT Plan Review Fee 50.00 Tite: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: Building Permit Fee 44.85 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Permit Total Fees $ 107.35 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 property oruthorized agent of the owner. ey As/ pol Date Issued: 08/26/2010 Print Name 5&4] i Issued B MWAY , f ssued By: W. Signature ; f dp Ke Hy 7 VA Date 4/2 y /O Date Expires: 02/22/2011 Ce 7 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. 988801902 PERMIT NO. BLD10-171 ISSUED DATE 08/26/2010 EXPIRATION DATE 02/22/2011 ADDRESS 1003 JACKSON ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER HAMBY JOHN L PROJECT DESCRIPTION Add deck and stairs to back of house. CONTRACTOR LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT FOOTING FRAMING FINAL BLDG./C OF O TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG PERMIT # WCDI\O~I DATE RECEIVED ®:23:\0 SCOPE OF WORK: Add Deck & stars +0 bak of hou DATE ACTION INITIALS € -22,: (© | ENTERED INTO CHET (WW a &-225'(O | CHECKED FOR COMPLETENESS MW Plan Review # Bedroom(s) = # Bath(s) = Heat Type: i &/a5 ho Plan yeview? complete ISO pncorered dec lG SL SEPTIC? Zoning: R~\\ Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? (Check Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 Development Services MDs Residential Building Permit Application Project Address: Legal Description (or Tax#) /9at a Kson or Addition: Pia are ors Zoning: A\ Block: 14 Parcel# A8% F¥OlA02 Lot (s): 2 Project Description: AAAS eck ane stairs te back of Lows t- 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. 4 lk Owner/Applicant: Building Information (square feet): Names olan & = y. 1% floor \2| Garage: Address: __© 3/ 4 17 we NE 2™ floor 40 Carport: City/St/Zip: Sra tth Z WA ASS 3" floor Other: Phone: Email: 206- 295-o241 Basement — x Finished: 144 4 Unfinished: Name: S co {KX a Y aoe Decks / Porches Phone: 2¢I1— 306 = 1333 Covered: Uncovered 1 GO Email: _\ &1 Heat Type: Electric Heat Pump Other Contractor: &Same as Owner Name: Total: #Bedrooms #Bathrooms Address: | . P Size of lot uare feet City/St/Zip: nail Total Lot Coverage (Building Footprint):* Phone: - . Square fee. % Email: : Impervious Surface:* State License #: Exp: S feet: *Total existing & d City Business License #: quare Tee . One existing © propose Lender Information: What year was the structure built? [ o G0 Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. If work includes demolition, see Page 2. Name: ( NK Any known wetlands on the property? Y N J >| Project Valuatior: ¢_/ \ U, SQO-00 Any steep slopes (>15%)? Y N | 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 be in accordance with State Laws and the Port Townsend Municipal Code. PiintName: dhe Mavic oy Signature: Oe . 2 Date: wast ‘8, 2o/o0 () Page 1 of 2 - 1/4/2010 -OVER- T TOWNSEND DSD ) Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: ¢ Explaining how the Washington state contractor registration program works. ¢ Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBI) Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids will not be accepted unless the contractor provides a valid registration - number. While the law does not guarantee perfect. a performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. 12 tips to remember 1. Make sure your contractor is properly registered. 2. Be wary of contractors who ask you to pick up the building permit. 3. Plan your project carefully, including detailed plans, if necessary. 4. Try to get at least three written bids on each job. §. Ask contractors for references. 6. Ask what inconveniences might arise. 7. Obtain a written contract. 8. Make sure you understand the terms before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner’s insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life-threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7. Unpaid workers can place a lien on your property. 8. When problems arise, your only recourse is a lengthy and costly civil action — if there are any assets of value to attach, and if you can find the contractor. Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and 1 to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. SMI DY Os ify SAF Z FEET Sf se” fos // C C; my? | WHE OWNER SIGNATURE ° Nee Assessor Detail Building #1 Jefferson County ~ Home Assessor Detail Building #1 Parcel Number: 988801902 Building Number Year Built Year Remodeled 1 1900 1978 Building Exterior Building Area Building Interior Building Type: HOUSE Building Style: 1.5 STY (FIN) Foundation: CONCRETE BLOCK Exterior: SIDING/STUCCO (LAP) Roof Cover: COMPOSITON 1st Floor Area: 1621 —— 2nd Floor Area: 690 3rd Floor Area: 0 Loft Area: 0 —. Attic Area? 0 Total Area; 2311), Basement 7 1499 Int. Walls (Cabin): Heat: FORCED AIR WOOD STOVE Floor Cover (1): FINISHED WOOD Floor Cover (2): CARPET Building Rooms Mobile Home Garage Bedrooms: 3 Full Baths: 2 Half Baths: 0 Make: Model: Length: Width: Year Built: Skirting: Area: 0 Type: Area: O Exterior: Roof: Carport Square Footage: 0 ~. ist Addition 2nd Addition fo Type Additions reat 270. | Year mui Exterior: Siding/Stucco (Lap) Roof: Composition Type: Area: 0 Year Built: 0 Exterior: Roof: To view another building associated with this parcel. Select building : 1 2 3 Jefferson County Best viewed with Microsoft Internet Explorer 6.0 or later http://www.co.jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_ NO=988801902 HOME | COUNTY INFO | DEPARTMENTS | SEARCH us & Windows - Mac Page 1 of 1 8/25/2010 Parcel Details Jetterson County a. Home County Info ~ Departments ~ Search Parcel Number: 988801902 SEARCH Parcel Number: 988801902 Printer Friendly Owner Mailing Address: JOHN HAMBY CHRISTINE HAMBY 6314 17TH AVE NE SEATTLE WA981156809 Site Address: 1003 JACKSON ST PORT TOWNSEND 98368 Section: 2 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: PLUMMER'S ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: PLUMMER'S ADDITION | BLK 19LOT2] | | Click on photo for larger image. [=] No 2nd Photo Available No Permit Data Assessor Bldg Data [Tax, A/V, Sales Info Map Parcel Plats & Surveys Available HOME | COUNTY INFO | DEPARTMENTS | SEARCH vy . on Best viewed with Microsoft Internet Explorer 6.0 or later é& Windows - Mac http://www.co.jefferson. wa.us/assessors/parcel/parceldetail.aspPPARCEL_NO=988801902 Page 1 of 2 8/25/2010 Receipt Number: BLD10-171 988801902 Plan Review Fee $50.00 $50.00 $0.00 BLD10-171 988801902 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-171 988801902 Building Permit Fee $44.85 $44.85 $0.00 BLD10-171 988801902 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-171 988801902 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-171 988801902 Record Retention Fee for Building Per $3.00 $3.00 $0.00 Total: $57.35 10-0691 08/23/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-171 CHECK 5319 $ 57.35 Total: $57.35 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-171 988801902 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 5318 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 “Wohl 4quUare LD —_ DS : ~ NOTICE: Plans are approved excepting . C ¥ | yi bles any errors or omissions. All work must Date: {2 pass inspection in conformance with Permit No: 1-17] = We By: | ; ne Dek Building Official a | | | 7 SS — | LI \2 — Zarek —— | | 4 y L _ xd | <a A | ‘Nail each layer as follows: ve r| 28 Built-up girders and beams, 2-inch lumber layers 10d (3” x 0.128") ee ig eerste al ay and at each splice. = = | (ra ray b) e | | 7 7 4 | | —<\4 _ —y F A | 6” —s | | 3 Y “ \ i H f__— Lu / y : | / —- # po ee oe rs a, . . a \ R311.7 - Stair Treads and Risers. 1, &# The max. Riser height shall be 7-3/4". tt YO / The greatest riser height shall not exceed the smallest by more than 3/8 inch. The min. Tread depth shall be 10”. SEE ATTACHED 2 DECK FASTEN serene STA } if jb 4 3 ’ = 1 s q u a r e h a l u s t e r s 4 ap a r r 6 " : in le ¢ | {| IE \ \| Po s t y b' Le e t a p a r t ef e " D ) | r n a u g 1 8 20 | ] . Y OF PO R WN S E N D | + 5 ; , J] | i— — I ' 7 77 WW "7 3 4 5 | i j, 5 1 4 26 " u3 ” yh + — ; } - is a . i I h L 4 1 | iH \ 3 # 4 o” =4 Square BX 10 NTE SEIS EIS Ye 1S EIS AE IS IS te IS at Leda "py “Ve A" Las b er / So\sts alts UK Pret, pe” Dita Footing © pyfees: & eee ee ee ee eee ee ee ee ee i Pa _ — - ea rai yer af wid é od we ; ye 7 7 iit d= (ee 1- aie = —|-4 —| is — 15? | 1S | ~ 18 el et ee oh 4 pal i —— a’ an a a cA” Sane MASS NINN ipmaanccn SLaeMareeres hy | © b GO ® | b a & ti At G rig ay as re y 4 eA | a we “ot ee er Se lot! yr’ 4 ! om yy if | - uh : i | {le I t j © ia My | | | 7 04 : | ‘ i yt | tay ) : 2 ema ; : > | qa" 6 : ) } 454 F | ’ i | Ps Ar | _<t OD. fs ysl QL | AL QT NU b i i , 1 : d f } i : / | l4 + y [, Rees renee a ek L | 4 Ti DERIK FRAMING MEMBERS [ — TO BE PRESSURE TREATED Section R312.1 Guards: Guardrails S&L. R3I7,1.3 AOOr TAM a shall be a minimum of 36 inches in reeae] VW fe Im) height and shall not have openings Ih WY W iS iP which allow the passage of a four inch sphere. F Framing No 18 210 J] f J LUIU FA tt a "| : 11 a _| l CHAPTER 5 & Kee FLOORS “2 ce 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. TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER R502.2.2 Decks. Where supported by attachment to an exte- AND A 2-INCH NOMINAL SOLID-SA PRUCE-PINE-FIR BAND JOIST® "9 rior wall, decks shall be positively anchored to the primary e 40 psf, deck\dead load = 10 psf) structure and designed for both vertical and lateral loads as 6/1" to 8’ | bene to10’ | 101” to 12” | 12'1"to 14’ | 141" to 16° | 161” to 18” applicable. Such attachment shall not be accomplished by the Gh wermar-atiacian ortens ra use of toenails or nails subject to withdrawal. Where positive ——— connection to the primary building structure cannot be verified 3 18 15 B Tl 10 during inspection, decks shall be self- supporting. For decks 2 with cantilevered framing members, connections to exterior JOIST SPAN Connection details '/, inch diameter lag screw with '/,, inch maximum sheathing* '/, inch diameter bolt with '5/,, inch maximum walls or other framing members, shall be designed and con- sheathing 36 { 34 29 24 21 19 structed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. '/, inch diameter bolt with '5/,, inch maximum sheathing and '/, inch stacked washers” » 29 24 21 18 16 R502.2.2.1 Deck ledger connection to band joist. For decks supporting a total design load of 50 pounds per For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. 1 pound/per square fi a. The tip of the lag screw shall fully extend beyond the inside fac& } square foot (2394 Pa) [40 pounds per square foot (1915 b. The maximum gap between the face of the ledger board and face o athing shall be '/,”. Pa) live load plus 10 pounds per square foot (479 Pa) dead c. Ledgers shall be flashed to prevent water from contacting the house bandfoist. load], the connection between a deck ledger of pressure- d. Lag screws and bolts shall be staggered in accordance with Section R502.2.2.1.1. preservative-treated Southern Pine, incised pressure-pre- e. Deck ledger shall be minimum 2 x 8 pressure-preservative-treated No.2 grade lumber, or other approved materials as established by standard engineering practice. Servative-treated Hem-Fir or approved decay- resistant f. When solid-sawn pressure-preservative-treated deck ledgers are attached to a minimum 1 inch thick engineered wood product (structural composite lumber, lami- species, and a 2-inch (S1 mm) nominal lumber band joist nated veneer lumber or wood structural panel band joist), the ledger attachment shall be designed in accordance with accepted engineering practice: bearing on a sill plate or wall plate shall be constructed & A minimum 1 x 9'/, Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2-inch nominal band joist. with '/,-inch (12.7 m) lag screws or bolts with washers in . Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance bet i the face of the ledger board and the face of the band joist shall be 1 inch. = Stance DeIWeen 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) 7 Za in from the ends. The lag screws or bdlts shall be stag- gered from the top to the bottom along the horizontal ae run of the deck ledger. pape eeteepl peep tteageind R502.2.2.2 Alternate deck ledger connections. Deck JOIST WITH HOLD-DOWN ledger connections not conforming to Table R502.2.2.1 _ _ | shall be designed in accordance with accepted engineer- ZZ 5 a ae ara _— ing practice. Girders supporting deck joists shall not be Les] supported on deck ledgers or band joists. Deck ledgers a + + + “F ar ar shall not be supported on stone or masonry veneer. ++ te + 7 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 FLOOR JOIST DECK JOIST 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. For SI: 1 inch = 25.4 mm. FIGURE 502.2.2.3 111 3 DECK ATTACHMENT FOR LATERAL LOADS VO0 0 JT SCALE: 1” = 30' [) E C le | \/ [ AUG 18 2919 LY CITY OF PORT TOWNSEND psp FIELD PROCEDURES: THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE USING A 3 SECOND LIETZ ELECTRONIC TOTAL STATION THEODOLITE AND STEEL TAPE z Fes} bd | ond < | oe Zz i 5 2s oH Cc ex ~~ Wi w 2 Ww < re ee Ow Ow Fan) >» Zz i © z = o oO oO 1s 320 GO 30 = | tb —_ x Oo a 413461 UII AUDITOR'S CERTIFICATE FILED FOR RECORD THIS _LS.pay oF 1998 IN VOL xO OF SURVEYS PAGE Ql7 ON THE REQUEST OF: ARNOLD C. WOOD tore OU Le) DEPUTY JEFFERSO;: COUNTY AUDITOR SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE UNDER MY SUPERVISION IN CONFORMANCE § WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF: Jane CostAain gn G-20-98 gr IN: NE1/4SWE1/4,SECTION 2, T.SON.,. shed R.1 W..WM. “@ “Ay Oo . A i< i) eee ¢#1AS PER VOL. : | JEFFERSON COUNTY, FOR: RECORD OF SURVEY OF: E {LINE BETWEEN LOT 2 & 4 OF BLOCK 19, 8 |PLAT OF PLUMMER'S ADDN. TO PORT TOWNSEND 1 OF PLATS P. 34 RECORDS OF WASHINGTON JANE COSTAIN 0 LEGEND OSET 5/6" REBAR & CAP “A.WOOD PLS 23911” © FOUND CITY STREET INTERSECTION MONUMENT IN CASE 4 SET 3/6" REBAR FOR SURVEY STATIONS MAP & SURVEY BY: WOOD SURVEYING INC. JOB NO. 617 21568 DISCOVERY ROAD PORT TOWNSEND WA.96368 PHONE 360-385-5968 FAX 360-379-5659