Loading...
HomeMy WebLinkAboutBLD10-176CONSTRUCTION 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. PARCELNO. 985201001. _— PERMIT NO. BLD10-176 ISSUED DATE _12/15/2010 _——«EXPIRATION DATE __06/13/2011 ADDRESS 1485 U STREET CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER ENGLISH CHRISTOPHER F PROJECT DESCRIPTION New SFR / 800 Sq. Ft. CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN|>- |//,/ / FINAL BLDG/COFO —|wak [93% | FOOTING A ih) UFER NPB. FOUNDATION WALL Vg = ; oe FOUNDATION DRAIN rr eR ter Bhs Zaundablon Die SOn/ londe ch Mintle A/ Z/ral \ SAN ce ~ FL 2 MISCELLANEOUS Rawnspssk Drmy-well 24 OL Wide FLOOR FRAMING Wek 7247 SHEARWALL & HOLDOV Fon st Cxceptatr FRAMING Aix), Min AIR SEAL TA / Tima PLUMBING AY | wr MECHANICAL imp| 7247] ( INSULATION DSW \R-20 WalG GWB Yi rae FINAL PUBLIC WoRK |<] |; be ear ers / t 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 Development Services Department Correction Notice PERMITNUMBER __1G- | le OWNER JOB LOCATION Inspection of this structure has found the following Molations: CO) Vrovl de avecvonst | GYskma ses ust, 4Y ov mave MisER@S u Hand vals a PAesve, Wasi iA (A LO T Ly A A L _ VA Z@ Revo. Het tide Pae- Oye UW Amin SS ask § Pige CAnnoA rs ns" WA neem ere = “ove o) You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date. “7-23-| | Inspector | (Aer L. DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 [THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ONSITE __| City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER - Bu.bi0- 176 OWNER English JOBLOCATION INSS UU St, Inspection of this structure has found the following violations: Fino | inse ection by Pus We ie. Swfor KE bas be comp leted prior ar ih eka Piva | = Cell Foy (einspect rs Ne YY Alt \ — ‘\ L INQ LF | You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date Sit Jit Inspector Disks DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMITNUMBER BQ\Q—-(17% OWNER Tentglish, JOB LOCATION UO sk Inspection of this structure has found the following violations: Pia V\ Ae eal he Seton piste @ Exvtevor r/ lakey COAL aie . Zz) Neg all pentivs rants Ine, Ae) 3\ Biase cledrlenl Weyes & ext- Ss L) Air Sen ser See pipes ws / WA | /S8 drscl Sse XN) de Mito 22. X¥ 40. mln - usd Byemin Wiig \x WHhin tic ) “yah SRE sk be x ~— +t A a \ aww.) 01 Ae — Pow yw You are hereby notified that no ae work shall be done upon oF as premises until the above violations are corrected, unless noted otherwise. a ectione’ have been made, call for inspection. Date 3- (R- Lf Inspector \ Vicon - DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 [| THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE __ | SOP 10-0/4. City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: CH KF ope fe EMG Li SI Sep TAK BS Cd Mailing Address: 2°24 sPRUK PueET TeW5enhd ~ WE 9S 26 p Telephone: 36d 399 FF 25 Property is located in: Addition: 2 Hy ged Rio Block(s):__ LO Lot(s): 2 Faces/Access is from: “eo S Re 4 . Saye Parcel Number EG & SZo [oo l Hs) 2 Ge | W IE Directions to the Property (draw vicinity map on back) AUG 3 010 CITY OF PORT TOWNSEND UU If this is a new ADU, has a building permit been applied for? ___Yes__No Date: Notes: L v Vv ADDRESS NUMBER ASSIGNED: | Af 3 a) OW ST KEE Tl Date of Approval: <@stey7- “2 va ae Bw ev ee FC/ For Department Use Only: Application Fee Received ($3.00): Date: Copy to: 0 Finance 0 Fire Dept O Post Office O Sheriff 0 Police 0 GIS Public Works == ODSD database — C Assessor’s Office PADS D\Fonns\Building Forms\Application-Address Number.doc ; 2/5/09 ———1- 45,45 : “" | 404 6 SPAefl oats] 4 vow ¢ SP blast | 29k “NDED) 46. ‘3 6 23 U5 ap zi fp RO aga : —14537] —_\ S tat [eet fs “ 4849 iu | ell) 4540 . > ‘| nl 4509 IE + a 1874 3 = 4494 4495 < rob) —_ | i VACATER — 4484 ri |-—~__] ia 7 es ane 4346 WESTUST. USt. ° 9 | sy 7 4442 = 4426 w 4422 , 4217 490 4423 g 4406 Aas 4002 is HS Os 380 £14360 4370 4363 dlic V ta ry A350, 435 | vy o we U 4338 4337 1-800-479-1371 INSULATION CERTIFICATE C&F Insulation P.O. Box 2197, Port Angeles, WA 98362 (360) 681-0480 Making your life a little warmer! THIS IS TO CERTIFY THAT, IN ACCORDANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE CODE) OR APPROVED PLANS, INSULATION HAS BEEN INSTALLED IN THE BUILDING LOCATED AT: PROPERTY ADDRESS: ABS Ee SHY [44 4L Dort TONE Nel, UAE OWNER: BUILDER: DESCRIPTION OF INSULATION MANUFACTURER THICKNESS R-VALUE ATTIC TYPE OF MATERIAL: FIBERGLAS KNAUF ei BLOWN \ 4A ut a A 9 TYPE OF MATERIAL: FIBERGLASS KNAUF i S.4) EXTERIOR WALLS | i TYPE OF MATERIAL: FIBERGLASS KNAUF a Ss oe 2. FLOORS inv il Q O TYPE OF MATERIAL _‘ FIBERGLASS KNAUF ae 2 eee VAPOR BARRIERS TYPE OF MATERIAL: VISQUEEN FLOOR x CEILING WALLS DUCTI/PIPE WRAP TYPE OF MATERIAL FIBERGLASS YES x NO SUB-CONTRACTOR C & F INSULATION, INC. CONTRACTOR'S REG. NO: _ CFINSI*O66DW (CO > ; [/ _ AUT IZED SIGNATURE ( S-10-20 11 DATE CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG 7G PERMIT #_ (OLD 10 ee} DATE RECEIVED. 6 2\" LC SCOPE OF WORK: £60 Sq.Ft. New sea Lee SAE vol toHe CAMS [0-024 + [o- OYY and WA VER |O-002. DATE ACTION INITIALS {-3i (0 _| ENTERED INTO CHET NU €-3Al« ti _| CHECKED FOR COMPLETENESS Wwe . Plan Review # Bedroom(s) = # Bath(s) = Heat Type: SB Address mass +0 S& Gq-(S10. Idpp2ess RPP CLE: 4SS b sect. SFE Il- & -l0 Rec'd “tis a ae an Site peer br cp Cot Y rn ; i el ca Pe OL Lend ir = opprosedk i —}} [Su Yo -S pole wf Jean odor Vist Laws 2 ’ daqvedsdu On franci- Atex syole (iit bo- t00 , Cent Wl axnftte wap 50 She Can reslbads, WEE bo th Juki! mid -lo- for SACUCa. wot dt tre | coe nde 0m Co thre iho DOr. SEPTIC? Zoning: Dall Setbacks OK? yes — wt lo in fart, F on | Gide ove loo Yh» side + iy! Lot Size: Mia (ear, Building Size: Soo S£ Lot Coverage: lists FAR OK? Height OK? te Parking OK? 2 on ikl Spaces te ve pamded « OK - plan GUbmi Ned Gp. Critical Area? (Check Not mopped af) lio Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? N D Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? ( eee i Weeds to vat 2 Zonsile parle ap Spaces wath = for Lot Y Sin ce tio pack ot lof 2 NO: P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc / of 27//0 £e nt ie ar July 12, 2010 emo), Ls BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-176 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1485 U STREET Parcel # 985201001 Project Description New SFR / 800 Sq. Ft. Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant English Christopher F Owner English Christopher F Contractor Owner Builder Q- STATE exempt 12/31/2010 *%* 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 or authorized agent of the owner. Print Name _ C /fRUSTOP IHX EN GLEY Date Issued: 12/15/2010 Issued By: MWAY Signature 1m Ly2A~ Cn fla- Date Dee 1 Fre) Date Expires: 06/13/2011 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-176 Permit Type Residential - Single Family - New Project Name NewSFR Site Address 1485 U STREET Parcel # 985201001 Project Description New SFR / 800 Sq. Ft. Fee Information Project Details Project Valuation $79,246.60 Decks — Residential (Covered) 302 SQFT PLAN REVIEW REFUND 150 -150.00 Dwellings — Type V Wood Frame 800 SQFT ELAN RE wile DEROsIT 150 150.00 Units: Heat Type: ELECTRIC BBH Building Permit Fee 853.75 Bedrooms: 2 Construction Type: V - B Mechanical Permit Fee per Dwelling 150.00 Bathrooms: 1 Occupancy Type: R-3 Unit - New Residential Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential Energy Code Fee - New Single 100.00 Family Unit Plan Review Fee 554.94 Technology Fee for Building Permit 17.08 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 1,843.27 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 15. No portion of eave to be within five foot side yard setback. 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 or authorized agent of the owner. Print Name Date Issued: 12/15/2010 Issued By: MWAY Signature Date Date Expires: 06/13/2011 Development Services Residential Building Permit Application Project TERS mn es Zoning: 7 R- 1] Parcel#__7 95 - 20] - 06 Legal Description (or Tax#) Addition: Aly ygoves And Block: 10 Lot (s): ee Project Description: Building BOO Se Coot Lome 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: CHRISTDI2R EN gust , Jet THRASC 1D Address: 2024 'S PRuce St City/SvZip:_PORA VOowroed wt Phone: Email: Cfenat isha 4th 379-9835 Contact/Representative: Name: Phone: Email: Contractor: urSame as Owner Name: Address: City/St/Zip: Phone: Email: State License #: Exp: City Business License #: Building Information (square feet): 1* floor B00 Garage: 2™ floor Carport: 3" floor Other: Basement Finished: Unfinished: Decks / Porches Covered: __2*T® 0? uncovered Heat Type: Bise supe d (Wood Second ney) Heat Pump Other Electric Total: #Bedrooms #Bathrooms ' Size of lot Sou Square feet Total Lot Coverage (Building Footprint):* Square feet: Goo % -! b Impervious Surface:* . Square feet:| O19 *Total existing & proposed Lender Information: Lender information must be provided for projects over - $5,000 in valuation per RCW 19.27.095. Name: KitSp 8 Baw Project Valuation: $ st) 200 What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y oy Any steep slopes (>15%)? Y (9) | 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 » Chal, with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: C Layhn ducrrte Signature: CHRIS TVPiern ENGLISH Page 1 of 2 - 1/4/2010 Date: OX aS 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 %” = 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 If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. Footings and foundation wails 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting 0 Floor plan: 1. Room use and dimensions 2. Braced wail 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 0 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 O Exterior elevations (all four) with existing slope of the land in relation to all proposed structures O If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature O-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- 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. 5. 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. OWNER SIGNATURE Lee AS, yo1U a ar Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: e 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. | Lanes While the law does not guarantee perfect. . performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. Fred Slota From: Suzanne Wassmer Sent: Wednesday, October 27, 2010 4:44 PM To: ‘cfenglish@yahoo.com' Ce: Alex Angud; Fred Slota; Michael Hoskins Subject: BLD10-176 and Parking for 2029 Spruce Street Attachments: English U and Spruce.bmp Hi Christopher, I reviewed the building permit materials you submitted yesterday for zoning issues. Since you currently use Lot 2 for parking, we need is a site plan showing where the two minimum 9’ x 19’ on-site parking spaces are going to be created on Lot 4. I have attached a map (approximate scale is 1 inch = 30 feet) if you would like to use that for the site plan. In addition, please tell us how you intend to identify the parking spaces (asphalt, concrete, pavers, or other). Building plan review for the future house on Lot 2 (1485 U Street) will start soon. The plan reviewer will notify you if more information is needed. Thanks, Suzanne Suzanne Wassmer Land Use Development Specialist 385-0644 ule lio Wah mp fo revided ste plan. Sw: Wa t e r Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 30 fe e t TuEL > —$———__ chnvtopher Znshph oe) = 7 _— Message For re | oi Ean TAVASUD soto L/S / 10 numbtPSC hot Sera time 221 va te ‘ —@Uin. BUY. 3059 best call back time. [| C ©) § id e: Parcel Details Page 1 of 2 ; Jefferson County _ udIaDase | Home County Info Departments * Search parGal nurhbers 985201001 Parcel Number: 985201001 Printer Friendly Owner Mailing Address: CHRISTOPHER ENGLISH JEAN M TARASCIO PO BOX 2022 PORT TOWNSEND WA983680099 Site Address: 1485 UST PORT TOWNSEND 98368 Section: 35 School District: Port Townsend (50) Qtr Section: SW1/4 Fire Dist: Port Townsend (8) Township: 31N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: PETTYGROVE'S 2ND ADDITION Assessor's Land Use Code: 9100 - VACANT LAND Property Description: PETTYGROVE'S 2ND ADDITION | BLK 10 LOT2]| | | Click on photo for larger image. x] No No 2nd cE Photo cE Photo Available Available No Permit Data Dots ee ropiel A/V, Sales Info Map Parcel Plats & Surveys Available i ee Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH =f Best viewed with Microsoft Internet Explorer 6.0 or later & Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 10/27/2010 S e = P R U F O S E P U S 3 7 , F A V / I N G b C A M 1 b - 0 2 4 # C A M 1 0 - 0 ¥ Y ¥ DS a 2 CP 42 5 . ) ZE D Pr y ic H f a EL AN D E R S O N E/ 6 / 1 0 Croce ress bot—2-r HC aa puuckor Le 2) ang retein Ct Af awl eXihy SFR, ‘ marnt. Peiaas. —purt 2 pekug Spa Cet on Cot Y 7 SPARS at Cot 2. [-ofd 3tY Ge bund tye: C “onary a Do Ltt Assess tre 69 PO ot reed (jean (var te, wave) ~ Don 4 proed To oNbend Mad . iss }4444 a te—Lte be Mes ber tere PDdlo~ 9 7é- Shov 5 Lot 4 dh Q§s 201-002 = Lots 3+Y (exh hovset Sruckre) fo plan neig Mee porkp a Pru de C1 Spree or Lot | 8 SOP 10-018 “TO oF SSO PO io iW) City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: CH KF oppe cE ae, Lisld_ Jepis TAL BS Clo Mailing Address: 2°24 sPRuUK PRT TWWsenA NA FEI) Telephone: 36d 335 val 3S Property is located in: Addition: 2 Plyggi 2b Block(s):__ LO Lot(s): (= Faces/Access is from: Ge S. Re tf ; Parcel Number GeS2p/odl fr) [6 C 5 | VW Ie n\ te? = / LJ . } Directions to the Property (draw Vicinity map on back) Ne AUG 34 2010 CITY OF PORT TOWNSEND USU If this is anew ADU, has a building permit been applied for? ___Yes___No Date: Notes: ADDRESS NUMBER ASSIGNED: Date of Approval: For Department Use Only: Application Fee Received ($3.00): Date: Copy to: U Finance 0 Fire Dept 0 Post Office 0 Sheriff 0 Police O GIS C] Public Works 0 DSD database 0 Assessor’s Office PADS D\Fonns\Building Forms\Application-Address Number.doc ; 2/5/09 ECEIVE i SEP 13 2010 CITY OF PORT TOWNSEND DSD ) Parcel Details Page 2 of 2 http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 8/4/2010 City of Port Townsend Development Services Department 250 Madison Street, Suite 3 CITY OF hs alaiaati Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # (22-D | O- [ 76 Revision #__| ownER: C HR) sTWA4e_ EW G1 s//SITE ADDRESS:_70 2-7 S/F4ce Total Value of Revision: $ 70, OU a Impervious Surface Change? [+ Yes 0 No Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any additional information that will be of assistance inissuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: Oh tianae J Roll I f D tissme Um, beghe. Chia CUL LG, 70/0 Applicant Signature i Date OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): 0 Yes 0 No NA P:\DSD\Department Forms\Building Forms\Application-Revision.doc _ 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. 5. 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. a iiies aie! OWNER SIGNATURE efore hiring 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. . 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. Development Services asia gitae ies Poh ee REO r ; i Bees i aU Es: 9 ys . “ Ope asta FASL Ss 5 & . $55. Seba Ve ee Sree 7 3 we me - ’ ee Sd che a ee ete . 3 a woe : = FO = a Ae ae eiatelts : eat) a ae : J ae on Towns Stree! ‘Suite ae Residential Building Permit Application - UD id - INw Project Address: Legal Description (or Tax#) "Office Use O y Addition: roves Zoning: K- Block: __/O Parcel# ISyS —Bol- oa) Lot (s):__> Project Description: Bn loline, CoO Sr £4 Home “/Lof 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:CHRISTUPIEL ENqiSH. Jean TARESC Address: 2024 SPRUCE 374- “35 City/stzip: PORT TUwWSerd Wh I¢Erby Phone: Email: ChengLisha LS hod. Gdm p onta = presentative: Name: Phone: 360- = 7 q- 27 / 5 Email: K OF UK VED 2.cskle seed Contractor: O Same as Owner Name: ola 4 Address: /3 }/ /3 *4 S + City/StZip:_f> rT. Tow4séend wA Phone: 360-3 7 9-2. 7/3 Email: Kofukcr Co @ Ca Llesyoned. ¢ State License #:EQHAPHC 743 ffo Exp:12 20/20/16 City Business License #:_© O @ 7.2 3 Building Information (square feet): 1* flor GOO Garage: 2™ floor _‘ Carport: 3" floor Other: Basement Finished: Unfinished: Decks / Porches Covered: _/ $ Uncovered f . CO}*Pleat Type: ypfh-ve a ( Wog of Seconary Electric Heat Pump Other Total: #Bedrooms | #Bathrooms | A Size of lot S00) Oo Square feet Total Lot Coverage (Building Footprint):* Square feet: COO % DQ Impervious Surface:* Square feet: OC *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ LO PIO What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y (N) Any steep slopes (>15%)? YN) | 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 bein accordance with State Laws and the Port Townsend Municipal Code. Print Name: CA RISTIAK 2 EN 6LLH SEN [nize 0 Signature: Chartipher Cvriphcked, a? Date: Aug 3/, 20/0 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 %” = 1 foot: OA 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 0 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 0 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 0 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 C) Exterior elevations (all four) with existing slope of the land in relation to all proposed structures U If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature O 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- Receipt Number: BLD10-176 985201001 Plan Review Fee $554.94 $554.94 $0.00 BLD10-176 985201001 Energy Code Fee - New Single Family ! $100.00 $100.00 $0.00 BLD10-176 985201001 Mechanical Permit Fee per Dwelling Ui $150.00 $150.00 $0.00 BLD10-176 985201001 Plumbing Permit Fee per Dwelling Uni: $150.00 $150.00 $0.00 BLD10-176 985201001 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-176 985201001 Building Permit Fee $853.75 $853.75 $0.00 BLD10-176 985201001 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-176 985201001 Technology Fee for Building Permit $17.08 $17.08 $0.00 BLD10-176 985201001 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-176 985201001 Site Address Fee $3.00 $3.00 $0.00 Total: $1,693.27 10-0714 08/31/2010 |§PLAN REVIEW DEPOSIT 150 $150.00 BLD10-176 CHECK 1611 $ 1,693.27 Total: $1,693.27 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-176 985201001 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 1077 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ECEIVE i NOV 16 2010 CITY OF PORT TOWNSEND DSD Tean larastic 3BY9- BAT ; i | Wa t e ee e sr i Bl l eu % e r s € av e c ? Fo (6 wi s e by lg de e p | Jo Lot 2. if. a ae i en 22 W e y ae a Ci l t e y Se h v i c Wa pe l a g o l l si d e s oF Te e u w e n v4 AYES OO wan OIE OAs ff cA # wa © < wri nN & Yea 2 Add; e é Owe 4 by 000 is » } % ae a / py = 50 r We > oh aa <8 e fA é J ts ~~ +, “4 2 he 2 € Apel gL a né SF sh o e “ e wg be Fh e eG ee Ee aS = = 1 Fe ap . VW) Pa fa t et be ge b i t \ i fa p a ee t j : Ne Le e s fo m Wo m e a s ; i a ae ai e & sw /O ' p 4 - ors Chuste phere > 5 €. i } | W Po we P/o 7 la nd ' : FAG. $ P ne EC E I V E nn ee gL en t e r es fn AP P R O V E D ee | =< 4 a || NO T I C E : Pl a n s ar e an - r o v e d ex c e p t i n g Da t e _ | I / 21 1 0 OC T 26 20 1 0 an y er r o r s or om i s s i o n s . Al l wo r k mu s t Pe r m i t No . a | pa s s in s p e c t i o n in co n f o r m a n c e wi t h By : BL D I O — - 1 b - ) al l ap p l i c a b l e co d e s an d re g u l a t i o n s . Bu i l d i n g Of f i c i a l CI T Y OF PO R T TO W N S E N D CI T Y OF PO R T TO W N S E N D = ne FI L E CO P Y CH Ro s a) BO G E a s t E f e v a t i o n Se c t i o n R3 2 1 - Si t e Ad d r e s s Ap p r o v e d nu m b e r s or ad d r e s s e s sh a l l be pr o v i d e d fo r al l ne w bu i l d i n g s in su c h a : po s i t i o n as to be pl a i n l y vi s i b l e an d le g i b l e i fr o m th e st r e e t or ro a d fr o n t i n g th e pr o p e r t y ‘s if P. ° i S Ne ! oN od i / Z a SO O N A SS F fo 5 Di } , Pa w } *, oy * \ m H % a : ‘ ‘ y ~ ¢ , Ny 4 3 No ? : Lo a or e ca s t s Ni c oP h cn a A pa n a gh EL ae d Sc o n e an e Ne cn a i s l Ss e ti g r e ma n c e Os cca ge iar dage la i Si e n a ee t ee ee me A, ee : va c a t e Ne u e s we ac ie i ~, ! > fo t j ti | > | é 2 ee Sv e n : : | - ag : ; | iw : : H i : ay , | ah 4 Sa n a a a \ ‘ ba t o n i ' | bj ‘ i 4 : on i | AL | é | it $4 ! ‘ 3 —— ua Ex - _ % We s t El e v a e t i o o ST TA To er n m e n t mi n e r s oN “o N a e fab f Sean TaroseiO Id “4, / St Wo 7 id pr o n e ra = ee n te n pe n n e nn n rn te t ne se c r e me e e a — ve e ap e s en , i wl mo m e n et a n n e n y eR a ae OS Sa en n ad La ae Home Sov: ae A vind Soe wa aa ; i it e ee r Pa n e e r nn me ra f ~ a ~ A ' \ ae ” } i ‘ : i . i ! ~ ~ . f — —— ~. ae — ea t my ad ! ot e ee i an e ee n am e n oe _ ~ ~~ ~ ~ aa n we Fo eg n n t i v e n e —— — on = aa a ap n a n u i a a i n a s c i p a r e t a R a me n o os so o n eo e s e e oe Ge é _— Tn VaSe pher Ewglish £5 ber the : 2 3 zt a “E> J ve Chy Hom e. Soe: ? (TIO 2e Add YOU E > hy fe: Pot (A oT 2 Blk jo hot 2 oe } wo Tavis i+ Ceci wy lO Lof 2. sk e K. . t B { ele ny dhey \ 1 i ty we VAS Z. ‘ t cn cet ety Gres 2% Addis 7 Home Soy: ive SK ALTERNATE BRACED WALL PANEL (ABP 1800# AND 3000#) IRC R602.10.6 i 2°8* minimum | t 1 1800# ABP 3000# ABP Minimum 2'8” panel width Minimum 2’8” panel width - : Maximum10’0" height Max.imum10’0" height 3/8” APA rated sheathing one 3/8" APA rated sheathing side both sides. Secure with 8d nails Secure with 8d nails Edge: 6" o.c. Edge: 4" o.c. Field: 12” o.c. Field: 12” o.c. 1800# uplift capacity tie down 3000# uplift capacity tie down devices at each end, installed in accordance with the manufacturer specifications. devices at each end, installed in accordance with the manufacturer specifications. 2 anchor bolts at panel quarter points 3 anchor bolts at one-fifth points #4 reinforcement bar at the top and bottom #4 reinforcement bar at the top and bottom Panels shall be supported directly on a foundation which is continuous across the entire length of the | braced wall line. Panels shall be supported directly on a foundation | which is continuous across the entire length of the braced wall line. USE 1800# UPLIFT CAPACITY TIE DOWNS ON SINGLE STORY ‘USE 3000# UPLIFT CAPACITY TIE DOWNS ON THE FIRST STORY OF ATWO STORY STRUCTURE. QBS | ow . 33 va c a 5 Se s s fy , ; Lf so L r 4 ee a“ i 6 at } £ Q H ii p 0 e 14 4 4 | SH Ob fs i . pe e po e ee e ™ : | ey en o Lo = z RI \ t ; i Pa t y SO 7s : " } (x re s ' i wr y i \ | A ‘| 7 , Sp e | , : 3 \ SO | Be d Lm 3 2 : L/ S | RM J = — | af a) 8 L = : it ! i] 1 Se Pr o v i d e al l sl e e p i n g ar e a s wi t h eg r e s s . Op e n i n g sh a l l ha v e a mi n i m u m of 5. 7 sq . ft . Gr a d e fl o o r op e n i n g s ma y be 5 sq . ft . mi n i m u m he i g h t of op e n i n g , 24 " : | ~ ke C) | Se c t i o n R3 1 0 , 20 0 6 IR C | . | | Se c t i o n 50 8 - Un i f o r m Pl u m b i n g Co d e . Chistopher English ¢ Jean Zaragcio Wa t e r he a t e r s sh a l l be st r a p p e d at po i n t s wi t h i n ee ae { ‘ = | ru i l | id in i m u m wi d t h of op e n i n g , 20 " th e up p e r an d lo w e r 1/ 3 po i n t s of it s ve r t i c a l | fe e t L" ih o . 43 44 43 oe Ea n di m e n s i o n . At th e lo w e r po i n t , a di s t a n c e of no t J Jj ne t cc e c r e n e d : se r e n e en c e te t a vm e n e e s le s s th a n 4" sh a l l be ma i n t a i n e d ab o v e th e vu | ‘i co n t r o l s wi t h th e st r a p p i n g . me ! % Se a l s an d We a t h e r - s t r i p p i n g : (A i r Se a l ) i aw Op e n i n g s sh a l l be se a l e d , ca u l k e d , ga s k e t e d , or 49 BS —O we a t h e r - s t r i p p e d to li m i t ai r le a k a g e . Ex t e r i o r : MS jo i n t s ar o u n d wi n d o w s an d do o r fr a m e s , op e n i n g s SK M4 at pe n e t r a t i o n s th r o u g h wa l l s , fl o o r s , ro o f s an d \ - ww ot h e r op e n i n g s in th e bu i l d i n g en v e l o p e . = Se c t i o n R3 1 4 , - 20 0 9 IR C NN = .. . . - _ =| ] Sm o k e al a r m s sh a l l re c e i v e th e i r Q a pr i m a r y po w e r fr o m th e bu i l d i n g wi r i n g ¢ Se an d pr o v i d e d wi t h a ba t t e r y ba c k u p . ) ~ | , AL L SL E E P I N G AR E A S & AR E A . , LE A D I N G TO ZY | z t & , - : : ! a j SA F E T Y GL A Z I N G 4x ae d fo m i ~ \ x i l Fe ie En - i eX Qu e ~ Y : zt > xt i > * wo e Ph e n a ae = a >, + : ti g [I N S T A L L PE R TH E x _> iS es | FA C I U R E S SP E C S \ r | is | AL T E R N A T E BR A i 8 | oP WA L L FA N E . at ? ’ ¥ it | ee a -S E E AT T A C H E D - | : ge Hi s | : i ! j OY : wl - - . FLOORS TABLE R502.2.2.1 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEOGER AND A 2-INCH NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST™ “9 (Deck live load = 40 psf, deck dead load = 10 psf): JOIST SPAN 6’ and less | 61” to 8” 8'1" to 10’ | 10’1” to 12’ | 12'1” to 14’ | 14'1” to 16’ | 161" to 18’ Connection details On-center spacing of fast oe '/, inch diameter lag screw with '9/,, inch 2 g screw wi 32 incl maximum sheathing* 30 23 18 15 13 ll 10 '/, inch diameter bolt with '%/3) inch maximum 2 3 sheathing 2 36 36 34 29 24 21 19 '/y inch diameter bolt with '5/,. inch maximum 2 32 sheathing and '/, inch stacked washers? ae /_ = aad “4 ai ie is For SI: 1 inch = 25.4 mm, | foot = 304.8 mm. | pound per square foot = 0.0479kPa. a. The tip of the lag screw shall fully extend beyond the inside face of the band joist. b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be '/,”. c. Ledgers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered in accordance with Section R502.2.2.1.1. e. Deck ledger shall be mini 2x8 p p vative-treated No.2 grade lumber, or other approved materials as established by dard ing practice. f. When'solid-sawn pressure-preservative-treated deck ledgers are hed to a mini 1 inch thick : 4. nated veneer lumber or wood structural panel band joist), the ledger h shall be designed in Pp ig) ing p g. A minimum | x 9'/, Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2-inch nominal band joist. h. Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and the face of the band joist shall be 1 inch. . HOLD-DOWN OR SIMILAR TENSION DEVICE *” FLOOR SHEATHING NAILING AT 6 IN. MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN roe _——— — + + +° : ev © EE : + + For SI: 1 inch = 25.4 mm. FIGURE 502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS _ d wood product (structural composite lurnber, lami- . with: ripitemhpete : 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 (51 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 siiall 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 bdlts 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. WW : 2X0 OT sx Gili See: . | eee ee ; ev ae ee) ee 1 ana’ : of : : iow A -_— — yy xd 2B. ¥2 OC, i } | 1 7 BAMUNS F 4 Contin neous ot > ‘ bee 4 pF | lL. oy gy , i Way. Seew Wears g EN OS Lo | I 1a Soghi we 6 fy leutivuas : I & 7e0 m A i . : i : Pore é i ; so a herigeyted te Sem wa! 1 Wed i as wos my: ; a, aan: a ae i GR IO GG yietcal @4E | R502.2.1, Decks - Positive Attachment a : . Decks shall be positively anchored to ye Penn the primary structure. The attachment ; shall not be accomplished by the use of toe nails or nails subject to withdrawal. fA | A nder floor framing to be inspected and approved prior to installation of floor sheathing. / / / . . . / Under floor inspection required / U a, ee a d } a* f ay vie ** (9 | g? i. a qest ov i oe i ne ee 7 wa at ay Be E Hie PT ‘aruon od"ae ful re etd 94 GPL Ow IY OF. 76 =“ TY p(s) ° Pibee Strowg, Rirw ty — Pia, | Provipe. ACCESS YER SECTION | : yy 4 ; RY4YOe.4Y 200% TRC | i . Py \ co % io se cunt he nent Aa NOTE eh tere Rp ee RONEN AURA 4 wk y ey F} 4 . 3 ra sents a matythenri a ee Vt V-4 . ee e “ - Dp, Seni hap ac yi) on DORK BES Ee fA | a / sti _ é = | Jf fe, =a rec 3, 7 iP 7 2. 7 (fa é 37 ON: Cf Z| “ez yey els | @ gd Oo 4 : ee L ty "OC 5 ~ a! - r 2% -_ 7? C. ~ a er fs Lad wy i 2-oYs | —_ i hae fj) 0S yp < / 3 —? i ashington State Energy Code. 4 ee R-value markers to be installed at least one oe . for every 300 Sq. ft. facing the attic access Markers shall be affixed to the truss or joist and marked with the minimum insulation thickness. pda, Ter? - apical Siete ee iad 4oyy comp aa “ we yeuted . ~ wen av Bebe ur. cai en falta. H} “ we = | Pies i ™) ; oJ P AE Re fs . f4 / | | i \ aoe Typ: el gaacictcates JX wf 2%! 4 yvedke de f { a tt ‘ge i Ti fm Wao : Be , l - || ; yt! ag i , covet e ylaxl< a - A : IX Stabs /2 nex Sealer! oid 2d AP oe w/ Va per yas a ; ; g oe fi _ 3g THe ck subby ath cgi oR os pt atte $ “ te ' ‘Cay #Y AT 48°0.C. hx A.B. @ 6° oO 7" MBEDMENT t t { HY RoBAR i ™ : Madar Bawriey SY —t a ieee b tl dacs c- Vasar Dawe sas mre tee bay oe A , a | . OT T a Ni a s pa n e ee e ee ee n Ta e | So | T r e w | [o ¢ i f t e w Fa q 7 | a i l G u t F e r s c o u w e e t # 3 Xo | ch wi f 3" Pa v 4 Py fe Za u a . dv o w t w Pe c k 1 f b u t e W r a p e i a g a l l Fo Se w id é € by HE 22 8 Si d e s oF Te e u w e n AW A “ «+ ec t an n y on L eo —— — ee ae ee e @ i Bs f _ Ay . v i a - — So v e v e d So De c k — ix | { af XN Oe = a Z : - - : Or s ho m e a | %, ba h ti f * j i P a ; : " ae ; ea p k f° te e 63 9 10 Ny Fs i ; Le SF as ee Oy , i wt ‘ Lo m / Fi v 2 f L fr u w kk + y So ) mh t ; / > i ' x ee s ca a, ep e e tc c . _ a — sm e w m c i o e c e s 10 JE N AI E E E A EI R RR S EE E TI E N T S OP E 8 ~ DY . 4 Fo o t fr i n ® Dp ; ee | 2 ry e PI s ! | + 1 { F on ) i ‘ E i ? ce l i é (y g A an : : 3 te ie d s 7 , os ; i 3 OM f | i f : ‘a : i ‘ A ' ] Ib : de m e / Pp a ga n g cm a n ” Ff pF a a ay ae d oe wi t 1 : ; x : 2 Cm < rm aa y ) an a i 5 i t : ¢ f, t . i i : { ! : { i L t i wo ON | Po E FQ OS xy ss , be 2 AS So . 1% | > im e 3 es — oa : s a va { m4 3 : DO se ON : ny i a ee n : Sa *. *y iS & 2 j = | hu g tr e “a l ~~ Ce rf @ ah | ~~ 9 : \ a Home- f do o . L | Sc a l e . Ko s / I Som | Ec El o f OC T 26 20 0 . BL D 1 0 - 1 + b - } CI T Y OF PO R T TO W N S E N D 2 no n j| AP P R O V E D ‘ D b C O P Y C e e s he. C O P Y an