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HomeMy WebLinkAbout09210 o�Qoar)o� CITY OF PORT TOWNSEND � ys �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT g`wast CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE IINSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: /0✓ 22 Q PERMIT NUMBER: &h(69 —2 1 V SITE ADDRESS: -E LJIL41' � CONTACT PERSON: PHONE: TYPE F INSPECTION: ,� f3�(_) k)Gs c,� r i-L`, too c1�cl f CIO] PPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector j L LCJ Date f ZZ 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. ?ORTTo�y CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND _ t o wA 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. 951909601 PERMIT NO. BLD09-210 ISSUED DATE 10/20/2009 EXPIRATION DATE 04/18/2010 ADDRESS 4440 ELMIRA ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER WRIGHT RICHARD C PROJECT DESCRIPTION Detached garage CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT TESC SETBACKS SURVEY PIN GI� FOOTING RICA4 Q D FOUNDATION WALL ICI0419 SLAB FRAMING SHEAR WALL z=c' j2 GWB ROOF NAILING MISCELLANEOUS FINAL BUILDING TO REQUEST AN INSPECTION CALL(360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. OF V,OPT 7' 0 0 Inspection History 0 Page 1 Application# BLD09-210 Report run on May 8,2014 8:15 AM Inspection Inspection Inspection Inspection ax Acct# Property Address Inspector Type Inspection Description Result Date Status Comments 951909601 Detached garage Rick Taylor SETBACKS Setback Inspection verified 10/22/2009 APP 4440 ELMIRA ST SURVEY through survey pins PINS Rick Taylor FOOTING Building-Footing Inspection 10/22/2009 APP Rick Taylor FOUNDATIO Building-Foundation Wall 10/22/2009 APP N WALL SLAB Structural Load Bearing Slabs PEND FRAMING Building-Framing Inspection PEND Fred Slota SHEAR Building-Shear wall 12/08/2009 APP Straps and Shear nailing WALL GWB Gypsum wall board nailing PEND Inspection ROOF Building-Roof Nailing PEND NAILING v MISCELLANE Building-Miscellaneous PEND Denise of Jeff Co Env Health is .tea OUS Inspections asking if building has been built- they modified their septic system, and before she works on it wants to _ -�- know latest building inspection —4- \ result.d FINAL /Certificate of Occupancy PEND BLDG./C OF r� O �uP —t-r" genpmtrinspecthist �'�✓� ��-( . " �� �1 v�1'� �c �1e fob, U A- ' '�1 o m Z � o m L O � L44,1 � } � 4r� � �ti'°�;�� �� ��� i itr b G o©qP r�+ �r;✓�e,t' � ~� �w>.`s' a�� � C,I y�� J� 777 sty 1l 7 �i t l.y ". V' � ;ryr?� � 411a e 1Y'fihR AGM1 ICY 994 Sf/ERIM ST. �� PORT.FOlUlISE D, !!/A FOR— DATE M OF PHONE/ MOBILE ? FAX uj MESSAGE ✓ — r Q� ❑TELEPHONED 3❑RETURNED YOUR CALL PLEASE CALL ® VZ WILL CALL AGAIN ECAME TO SEE YOU V aAN TO SEE OU SIGNED ! 'S / 5 zyliy Axis I Or 1 � O6. 1-7 LvT � i ) o o .00 ' 1c9U .00 " Lo7 17 LS 4 A 1-_ ` qA 17 -zo o>= W � 13LuCt�.. 96 vF t`o�.�-LtTz C ITY OF P20 RT ENJ 9 LoT 3 q ` z�7is J�F� 2SoN CovN?Y k1ST SCC. 33 , TwN. 3 -N. ui I \-/A 14-I PJ Gi 770 r�J o I p /'K_b.D K C S .S if- t1 IR/-, ST. i Lo-r 2 — — LoT l�j d Poi2-r 7o�1NSLrND� WA N CY4 L -rEg SA 91 16'' � � ' \�1z ► � I-�-T - - ` 56 LD 3 7 1 - 03777 - !� Lo,-T Zo - _Tyl` M / 7"C � MINUS 21Z Iri Izock ;3 I N 1 �I 00_ vo ��/k7L/Z II.S I CEO, OJ OCT 14 V� ---- (Z-^f N S 7 — - - `��Y 2 1 !_f� l I CITY OF PORT i OW(VSEN J -� 'PU�V�-rC FILE CUPY 6Uy HV Y GCSI N SQL--/ N S_CA _= -- 3a ' i �/i � oq GLLEIT - \�1 �' 14 I-17" - WALL CONSTRUCTION } M£. yr TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS HEIGHT OF BRACED WALL PANEL ? . SEISMIC DESIGN Sheathed Width 5' CATEGORY AND TIE-DOWN 8 ft. 9 ft. loft. 11 ft. 12 ft % WINDSPEED FORCE(Ib) 2'-4" 2'-8" 2'-W 3'-2" 3'-6 SDC A,B,and C R602.10.6.1,Item 1 1800 1800 1800 2000 22001 Windspeed< 110 mph R602.10.6.1,Item 2 3000 3000 3000 3300 3600 , ter. Sheathed Width SDC Do,DI and 2'-8" 2'-8" 2'-8" Note a Note a DZ Windspeed< R602.10.6.1,Item 1 1800 1800 I800 — 110 mph — h+ R602.10.6.1,Item 2 3000 3000 3000 —For SI: 1 inch=25.4 mm,1 foot=304.8 mm. ' 1�• a. Not permitted because maximum height is 10 feet. ` T,r i EXTENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) >: t'37, EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) +a Nr MIN 3 X 11 25 NET HEAD64. ER * ,st �� ��1ix• j ,'c'^ r'' 'c.:' }` 6'TO 18' {" TYPICAL PORTAL I ;); FASTEN TOP PLATE TO HEADER WITH TWO I I 1000 FRAME ROWS OF 16D SINKER NAILS AT 3"O.C.TYR LB '• t� , STRAP CONSTRUCTION .•i 1000 LB STRAP OPPOSITE SHEATHING •'! i pp ••i FOR A PANEL SPLICE tt� _ ° i•I• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED),PANEL r ' EDGES SHALL BE f ` GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND ' '#� ..j L. • ' MAX. ..j i.. 3" ,BLOCKED AND OCCUR HEIGHT O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. j ! WITHIN 24"OF MID- _.. r '" ;i HEIGHT.ONE ROW OF �....�...�..., '7 rT V:l MIN.WIDTH=16"FOR ONE STORY STRUCTURESTYR ° MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMING MINGSHEA NAILING I ! �.£ STORY STRUCTURES FRAMING NAILING IS • •� j•!• REQUIRED. ••i '3 - IF 2X4 BLOCKING IS j•. MIN.2x4 FRAMING MIN. ••{ { _ USED,THE 2X4'S MUST 318"MIN.THICKNESS WOOD DOUBLE BE NAILED TOGETHER .I. STRUCTURAL PANEL SHEATHING 2x4 POST WITH 3 16D SINKERS ' MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) I MIN.1000 LB j TIE DOWN t SEE SECTION R602.10.6.2 DEVICE + ' t .. q. t f t i Att nl S' '7 I r eu'' - z^ s';�dc acrr^ E S n,*'t c mx,�`cY, - j�� `4` �:., ���--�- ��..s�`.l, ll OCT 1 4 Kii U FIGURE R602.10.6.2 I I ALTERNATE BRACED WALL PANEL ADJACENT TO A DIQQR. R WIND .W.O -OPOE MING10�"ymEND CITY(� coo U L2006 `140 u _E INTERNATIONAL RESIDENTIAL CODE®: 2t `c au �Hal�wr�s�,&Tenstan rest �.���•�S«+i'k��,.3i13�.+aw"" ���Y�*�}'i�% ie,:�-:.:G.1:4 �w ® s Wood-to-concrete connectors that satisfy engineering and code requirements. f MATERIAL:HPA-10 gauge;all others-12 gauge FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. os m •Install.before_concrete pour with a StrapMate®,or other holding device. �= •Strap may be bent one full cycle.Bending the strap 90°to aid wall placement may cause spallir behind o the strap.If the spall is 1'or less,measured from the embedment line to the bottom of the spoil,full loads o t34'TYP k apply.For spalls between 1'and 4'(see illustration on page 45),the allowable load is 0.90 of the table loads. If,_ •For two pour installations spalling.is measured from the first pour. 241A' y •Nail strap from bottom up. •Where fewer fasteners are used in the structural wood member,reduce loads according to the code. t h y A wood splitting problem may occur when holdowns are nailed to lumber less than 31/2'wide.To lessen Embedment TYP csplitting of 3x's or double 2x's,either fill every nail hole with 10dx1'/z nails or fill every other nail hole Liners a with 16d commons.Reduce the allowable load based on the size and quantity of fasteners used. (Top of •Unless otherwise noted,do NOT install where:(a)a horizontal cold joint exists within the embedment depth Concrete) between the slab and foundation wall or footing beneath,unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor;or(b)slabs are poured over concrete s; block foundation walls " •To get the full table load,the minimum center-to-center spacing is twice the embedment depth when resisting tension loads at the same time. e 24a/a' •To tie multiple 2x members together,the Designer must determine the fasteners required to join members ! G= l to act as one unit without splitting the wood. r"c •Additional studs attached to the shearwall studs or post may be required by the Designer for wall g sheathing nailing. FOUNDATION CORNERS:Nail and bolt quantities have been reduced when the load is limited by tested concrete V, pullout strength(fill holes from bottom up);additional nail holes need not be filled.Nail and bolt quantities HPAH022 may be reduced further for less than 8'corner distance design loads—use code allowable loads for fasteners used in shear. + TWO-POUR SYSTEMS:When a cold joint exists between slab and foundation,the holdown will be lower on the t stud wall since the embedded portion of the holdown must be in the foundation(see table footnote 1 le for exception).Fewer fasteners are used,reducing allowable loads.Loads are calculated using a 4'slab r8. over 6'and 8'foundation walls. e installed at the edge of concrete.Tests determined PAHD42,HPAHD22,HPAH022-2P HOLDOWNS:Designed to b the pullout strength with one horizontal#4 rebar in the shear cone.Rebar should be a minimum length of 2x embedment oh (except installations, ltnn rfes a nailing to form.Installation lownailing to the form,resulting ldeepeembdmentt; eeillustrrton HPAHD22-2P OPTIONS:See also STHD Hofdowns,LTT,HTT Tension Ties. CODES:See page 12 for Code Reference Key Chart. G ` and to `Allowable�Tenston Loads DF/SP`(]60) s,a''t, '' 1.gPstemwalmbeneath fo be ra maximumd 4'into load ofthe b28106bsn at 8 e ` � Mm Embed E 2000`SlrOon ete � 2500 pslyConerete' � minimum from the closest corner,and 1200 lbs.at h from 'Models T$ �3 { Code the closest corner(like installation 4). + sStem c0epthNads ,# '� ndlDlst'ance �aRet 2.Allowable loads have been increased for wind or earthquake ;w1 'Wall£" te �8'� load durations with no further increase allowed;reduce where �° '' �r � ' 133� 16f]I133"• �160133160zpa133160 other load durations govern. 3.16d sinkers(0.148'dia.x 3'/:long)or 10d commons may be SINGLE POUR substituted for specified 16d commons at 0.85 of table loads. 4.Minimum nail end distance to prevent splitting is lox the nail 6 1216d 920 920 2030 2030 1225 1225 2205 2205 diameter,or IW for 16d nails. PAHD42 8 61h' 16-16d 1050 1050 2715 2715 1400 1400 2945 2945 IL113, 5.Calculate loads using straight line interpolation for corner r°" 16d1315 1315 3335' 3335 ti1750a1750I 3335 .3335; F24 distances between'/z'and 8'. HPAHD 2r1, ,6 t ,1016 3 _ r 6.Optional fastener holes are provided on selected products. n �sex�p 23E16tl 2030 2030r 7q5 ry4745F i2210 a2210 4875x 45160r Because the product is limited by the concrete foundation, TWO POUR you may not need to Install optional fasteners. 7.Strap may be bent one full cycle.(Bent horizontal 90' 6 1 _ 12-16d 920 920 2030 2030 1225 1225 2205 2205 then bent vertical.) PAH042 8 6/z 1216d 1050 1050 2305 2715 1400 1400 2305 2765 8.Rim cads shoist wn application: to post tetnsiotn slabs owhen none#4 rer ebar 6 �,1616d 13151315 3335 33351750` 17503335 ,3335; IL1", (minimum)is installed as shown on page 45. HPAHD22 8 t0, 19,16d'- '2030; 2030 `r4030 4745, 2210, 2210„y4030 4835=. F24 10.Post design shall be by Designer. 11.For SCL columns the PAHD/HPAHD straps should be used 6 1616d 2455 2455 3335 3335 2455 2455 3335 3335 into the wide face only. HPAHD22 2P 8 14�/,6 23-16d 2455 2455 4745 4745 2455 2455 4875 5160 12.There is an increase in the amount of deflection if the strap is installed on the outside of the shear panel instead of directly to the framing.Refer to technical bulletin SINGLE POUR INSTALLATIONS T-PLYWOOD ce tanceciter 13.Testing to new ICC-ES acceptance criteria to be completed in 2009.Reference www.strongtie.com for latest loads and information. '} Nailed 13.NAILS:16d=0.162'dia.x 3'fz'long.See page 16 17 for Portion other nail sizes and information. one/4 • y Rebar Strap style in Sher o holdown—� cone P 12'Min. 13W Horizontal Length projection of embedded 2 x Embedment y iii portion Depth+12'Min. _ {.- of hob Single RebarLength 4 Mtn Door� _ Pour Rebar Comer 1 Amer Shearcn� ;, Installation a e • `Maintain e Lm p�q Laate one minimum rebar �.. Leap /4 rebar within ! INSTALLATION 3 hatched area cover,per `- - (maybe ACI-318 INSTALLATION 1 INSTALLATION 2 Typical HPAHD Single Pour Rim Joist Concrete foundation rebar)• concrete code "X Typical HPAHD Single Typical HPAHD Single Pour Installation (Reduce allowable load byohetr5° requirements. 44 Pour Edge Installation Corner and Endwal)Installation based on quantity of effective nails used.) i T ( PUBLIC HEAL'JEFFERSON CQJN .r. 616 She ridan Street • Port Townsend • \Alashington • 98368 T w,Aw.jeffe rso ncountypu blic health.org DATE: May 04, 2014 TO: RICHARD C WRIGHT TERESA M WRIGHT 4440 ELMIRA ST PORT TOWNSEND, WA 983688826 FROM: JEFFERSON COUNTY ENVIRONMENTAL HEALTH SUBJECT: SEP09-00138 Parcel#: 951909601 Section: 33 Township 31N (Range 01W Subdivision: FOWLER'S PARK ADDITION Block: 96 Lot; 1+ Proiect Description: SEPTIC TANK TO IND SYS This office has no record that the above referenced system was installed. A review of the above referenced file indicates that the following items must be completed before final approval can be given: ❑ The file indicates that an inspection of the drainfield and other components was completed but the septic tank (and pump chamber if required) was not yet installed. This permit is being placed in aniincomplete status. Prior to approval of any building permit on the site you will need to reapply for a sewage disposal permit for the tank(s)only and pay the applicable fees required at that time ❑ Corrections as specified by the designer. Submit a record drawing and certification of completion b p y your designer. 1 All systems require a monitoring agreement be recorded to the property title. As of this date, this office has not received a recorded copy of the agreement to monitor the system.Actual monitoring of the system will not begin until the system is in use (a building or facility with plumbing is connected). I Protective Barriers are required around the tanks, primary and reserve drainfield areas to protect from parking, driving and other land disturbing activities. ❑ The following documents need to be recorded at the Jefferson County Auditors office: i ❑ Other I I i I This system is not considered complete. Use of or occupancy would be a violation of Jefferson County Code 8.15, Washington State Code 246-272A. i Please contact this office at 360-385-9444 regarding the status of the above item(s) within thirty (30) days of the date of this letter to verify the status of the checked items or if you have further questions. I i C: file, City of Port Townsend, Building Official Cc: Monitoring Agreement � I c--CE-I-iVED I MAY - 6 2014 1 \\tidemark\data\forms\F_SEP_IncompNOVIO10.rpt CITY OF PORT TOWNSEND 5/i/2014 I nSU1. JEFFERSON COUNTY PUBLIC HEALTH 'TACOMA - OLYMPIA 615 Sheridan Street • Port Townsend,Washington 98368 WA 983 0-5 MAY 2014. PrlTdEtl a IEs 0000030145 MAY 05 2014 MAILED FROM ZIP CODE 98368 I' i CITY OF PORT TOWNSEND, BLDG DEPT. 250 Madison Street Ste. 3, Port Townsend, WA 98368 PUBLIC HEALTH ALWAYS IMORKONG FOR A SAFER AND HEALTHIER COMMUNITY CITY OF PORT TOWNSEi,j PERMIT ACTIVITY LOG PERMIT O DATE RECEIVED SCOPE OF WORK: l DATE ACTION INITIALS ENTERED INTO CHET S,21i CHECKED FOR COMPLETENESS O- 19 .0 ! ! g Zoning: Setbacks OK? p rw Lot Size: I,--tk -t- r2. rb /-n cq o! d ", Lol W Building Size: S 6 th ,J = .2 76 Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? — S S or• — S CA 0 wajoe Demo? Historic Rev? Ajq V 1 Notice to Title? D AA \A L ecord? - JC" J -n Ci�� C,+ ve vi c 1: ` o�VoRTTo�ti BUILDING PERMIT City of Port Townsend wDevelopment Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-210 Permit Type Residential - Garage Project Name Detached garage Site Address 4440 ELMIRA ST Parcel# 951909601 Project Description Detached garage Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Wright Richard C Owner Wright Richard C Contractor Owner Builder ()- STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $14,417.28 Private Garages—Wood Frame 576 SQFT Plan Review Fee 163.31 Units: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type: U-1 Building Permit Fee 251.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.03 Record Retention Fee for Building 10.00 Permit Total Fees $ 434.09 Conditions 1. Property corner survey pins must be located at time of footing inspection to verify setbacks. ***SEE ATTACHED CONDITIONS *** Ca11385-2294 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 pennit 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 pennit is true and accurate to the best of my knowledge. I further certify that I am the owne.Lpf the property or authorized agent of the owner. Print Name _ L/ G �t4 Date Issued: 10/20/2009 Issued By: SFOSTER Signature Date_ 1 0ei Date Expires: 04/18/2010 Development Services poRT Tod 250 Madison Street;�Suite� _ - P 0 4Townsend WA 98 68 o twY Ptio 0 k one 360 379�5 95 Fax 360 344 4619 KK w86 c was ' _3 ityofpt.u5 Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use OnIV� Wzl� Addition: cu�+/LC� �/1T•k Pe7mit#IBL®09 . Zoning: Block: y 9 I O: _ y / ,_u, AssociatedrPermits Parcel# 9 S l U E U Lots � N r Project Description: � � .a z � �. 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: Building Information (square feet): Name: /C�cLird Ter,sq �; f s� 1 floor Garage: 7 LP Address: s/. 2°d floor Carport: City/St/Zip: 1��r;71 , l/p 61;'Sl36 3`d floor Other: Phone: Email: 36-6�- 3 J�- 0 37 7 Basement onta tlReprg,sentative: Finished: Unfinished: Name: or Decks/Porches Phone: 3 66 3 —'D 3 Covered: Uncovered Email: 1,Q v p'r Heat Type: A.Yh . I.vr' c Electric Heat Pump Other Contractor: 4�Same Owner Name: ^ Total: #Bedrooms #Bathrooms Address: G Size of lot / Z 00 Square feet City/St/Zip: r--\ F� r() Fe Il Coil Ir I Phone: I I n) I I I Total Lot Coverage (Building Footprint):* �I I I Email: Square feet: 'Z i 7 G LP % v 0.� U I I, OCT 1 4 Zli J'J L=J Impervious Surface:* State License#! �I Exp. I I -t City Business L cense#, I Square feet: 17 G ` *Total existing 8�proposed CITY of t'uhl luml3tivu I (/Co✓ �,2�VF Djr,i�-e ender4nformat'ion:------ What year was the structure built? ZO OS 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: Any known wetlands on the property? Y N Project Valuation: $ Any steep slopes (>15%)? Y N 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:21 Ord �(/� 1,� '�/'��5,4 4 l 1 Signature: >< (,(/�C Date: Page 1 of 2- 10/7/2009 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. ❑ Residential permit application. ❑Washington State Energy&Ventilation Code forms ❑Two (2)sets of plans with North arrow and scaled, no smaller than Y<" = 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: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 10/7/2009 -OVER- A N Before h� r� ng L? entof r � 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. Requirements • protection Washington state law requires all contractors The contractor registration law exists to to be registered. General contractors must protect consumers from incompetent and/or maintain a$6,000 bond and specialty fraudulent contractors. contractors must maintain a$4,000 bond. Requiring contractors to be bonded gives (Specialty contractors are those who participate consumers some financial protection against in no more than two trades and do not unsatisfactory or incomplete work.Dissatisfied subcontract work to other contractors.) consumers may take civil action to obtain It is against state law for any contractor to restitution by taking action against a contractor's submit bids or perform any contracting work bond in Superior Court. without being registered with the Department The law also requires contractors to carry of Labor and Industries. It also is illegal for insurance for property damage and public contractors to advertise-without including their liability. It also ensures that contractors have a 12-character contractor registration number in current Unified Business Identifier(UBI) the advertisement. Account Number and Federal Employer Account Number. Any correspondence you send to a contractor Consumers acid businesses need to should clearly state that bids will not be accepted learn about prospective contractoz unless the'contractor provides a valid registration before contracts are stgned, and before number. money is paid If you have questions While the law does not guarantee perfect about a contractor or need more performance, it improves the likelihood that information about the contractor registration law,call the Department of the contractor does competent work. Labor andIndustnes on our state wine Registration _ toll free contractor re stration • ' lties tnfarrnatton line A maximum $3,000 fine and a misde- Q meanor infraction can be levied against any con- 1 �Q00�64 -0982 tractor who performs work or submits a bid with- 1. being registered with Labor and Industries. 7. Unpaid workers can place a lien on your 12 tips to remember property. 5 8. When problems arise,your only recourse is a 1 Make sure your contractor is pro..r t lengthy and costly civil action—if there are an assets of value to attach,and if you can registered Y 2 Be wary of contractors who ask you to find the contractor. pick upahe building permit Insurance protection 3 r Plan your project carefully,including detailed p1ans;:if necessary 4 Try to get at least three;written..bids on Contractors are required to cant' at least each Doti $20,000 in property damage insurance coverage 5 Ask contractors for references and$100,000 in bodily injury or death insurance. 6 Ask what inconvemences might apse You are encouraged to verify the contractor's s insurance coverage with his or her agent,as the 7 Obtam.a wntten contract department's records may not reflect current 8 Make sure you understand he teens coverage. before you sign anything 9 Be cautious about paying for work not yef • • completed 10 -Put all change°orders in writing The Labor and Industries contractor registration 11 Make frequent inspections and consult information line your local building department 1-800-647-0982 12 Avoid-making.final payment until,you have received a hen:release:from operates weekdays from 8 a.m. until noon and 1 to hers and ubcontractors: 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Risks • liabilities Our staff can tell you if the contractor currently is registered,if action against the bond is pending, When hiring an unlicensed contractor and acting or if legal acton has been taken against the as your own contractor: contractor's bond in the past. 1. You are responsible for the medical and time We also can tell you how long a contractor has loss costs of employees injured while working been registered. on your project. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and 2. You may be liable for all unpaid taxes. regulations and shall not discriminate on the basis of race,color, 3. Your homeowner's insurance may t cover national origin,sex,creed,marital status,sexual orientation,age, Y no religion or disability as defined by applicable state and/or federal work done by an unlicensed contractor. regulations or statutes. 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 ' I I action being taken against you. 4-7 5. You may be placing yourself and your family in a life-threatening situation, especially when hir- OWNER S I NATURE 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. Notice of City Development Requiring SepticApproval — City of Port Townsend �a-�_ // r�J� Development Services Department City Hall 250 Madison Street Suite 3 Port Townsend,WA 98368 WASHn_ f (3 )379-5095 Fa (360)344-46 9 uJ fs _ t S ham✓ r m To: Jefferson County Environmental Health u 20_n Re: City Building Permit Involving Septic System: YNew Structure _Existing Structure Building permit BLD 6 / — C and/or Public Works Permit Name of Legal Owner(s): w( If Property Address: C ( '�� S�- Port Townsend, WA 98368 Phone Number: r36 6 3 7 _ a 3 7 Zoning District: — Parcel# Legal Description: Addition ,�/ 1 Block �j Lot(s) Parcel size: o� I 1 31 --ci.l ( I I )( � �1. 9 — 3 .S ( Description of Proposed Building(s): (SLa_-r-CW Description of Any Existing Building(s): �& SI ce— Bedrooms: Existing# : 3 Proposed# : V Total # Bedrooms: 3 � Bathrooms: Existing# : LZ Proposed # : C,) Total# Bathrooms: Building: Existing Sq. Ft: 1�U Proposed Sq. Ft: Total Sq. Ft: 7 o'1J A site map and a floor layout plan is attached showing all existing and proposed buildings, property lines, septic tank and drainfield location, and water line route. A $73.00 review fee check is attached, payable to Jefferson County Environmental Health. �LIGp/d'J�'1°i //A) City D Staff Member Date County comments: Date: P:\DSD\Forms\Building Fonns\Appli cat ion-Septic Pernit.doc 1 1/10/2009 I oG.17 /OS. 69 ---- ._..__. iLoT q IJoo.00' /oo.00' Lo717 — _ _ S c rz l PT I t�l�l o o ^} 0 I � I I � j Lv7 1-9 8 17-zo aF r' tsLock 96 OF rlo-:,/.Letz — CITY.PF? poRT 7_ \�/NILN9 � J�F'FEYZS�N CovnrrY LoT 3 � Lo7/8 SO-C. 37 , 7whJ. 3I.N. u r o l nv rocs S Lo-r Z Lo7 T 9 pO(Z7 7 0�-'-J S e)4 9,�,/A OwN e U M : II i t?Ic1k�RD LTERESA 36 0 3 79 p377 NL� u Zs 1 awl" G.R I, � I r-Cp � 7 Zu - Srv�MTCrz : oT > 2 z k �02 1ZvyF �O,J7/NG I MI � ILB J� ILI CT7 �Y DfZY WELL W�I/, S�iX Mo,jus 7A/N RQCk N \VRCZ� �OJ.Oo" I C + li I - Exi s-T. p RJY.L\�l/1Y Z J I• � CITY OF PORT TOWNSEND DSD -STfZ � L I _v :LT FILE COPY G V.Y 1 IJt�Y.. Z-T o E711,C-IA L�rJV vl` six/s^ NG 1 it-r/,1E.rb crt � 'r✓!17(NNC, �, I C 2X6 fZAr-7E71S ---�- ;7�YJS TOE \� 11a; LI /6 d t-I L N CNEIZS \� — N 576 UP l� N _M 90,70 0',/& AEnn N 5ta' 14 4X 12 IICf1DEYt (17� .(� TZou F O" �lCYt nJ -- -— ETVES poR-r^L rKAML 86" rUTZ f'L. ..�1 I+e _i+�.zz F1ZAM:1_ � PL/\1�1. 6 a_ I SLOPE T. fJR.'I Zx 6 P7 Shear nailing and/or hold-downs are to be inspected and ATC YoL_:"rc� approved prior to cover q"C DrQG.s L&tS. .W/6�C6 ,`_E? PjD orL z" Of P ' LH v g 13 8 13 7 14 7 14 6 � 15 6 92 15 5 16 5 16 • 4 �� 4 17 co 1 2 3 4 3 4.�.�F0 -1--13 18 52C: 0 2 19 O 2 19 Market St. _538 1 20 1 20 � W. Lorena St. � 2 3 4 10 11 � �6 ,; 9 12 17 8 13 18 R a v d. g 13 8 13 7 14 7 14 6 a./�^� ../ 15 62 15 5 16 5 16 4 17 4 17 1 2 3 4 3 �.�0 � 3 18 52 0 2 19 � 2 19 0 Market St. _ 38 1 20 1 20 Fc W. Lorena St. 10 11 2 3 4 16 9 12 17 8 13 18 R F v 0. g 13 $ 13 7 14 7 14 6 9 15 6 .72 15 5 16 5 16 4 17 4 17 1 2 3 4 3 440 � 3 18 52 0 2 19 � 2 19 Market St. _ 38 1 20 1 20 W. Lorena St. �� 11 F F F 2 3 4 16 9 12 17 8 13 18 R F Parcel Print Page 1 of 1 Parcel Number: 951909601 05/14/2007 Owner Mailing Address: RICHARD C WRIGHT TERESA M WRIGHT 708 VALLEY VIEW DR DECORAH IA 521011022 Site Address: 4440 ELMIRA ST PORT TOWNSEND 98368 Section: 33 School District: Port Townsend (50) Qtr Section: SW 1/4 Fire Dist: Port Townsend (8) Township: 31N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: FOWLER'S PARK ADDITION Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: FOWLER'S PARK ADDITION BLK 96 LOTS 1 THRU 4 & 17 THRU 20 NOTICE TO TITE AFN 494425 i ff �� i rA4x +'r http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=95190960... 10/19/2009 PORT TO m a Receipt Number: 09 0858 rv"1 WA LR MMI eiptADate 10J20/2009� Cashier SFOSTER�= sPa er/Pa e�Name WRIGHTRICHARD C gm � xKill OngmaI�Fee � Amount Fees aNerm�t# Parcel ZA Fee:Descr� tion � Amount �r Paid Balance BLD09-210 951909601 Plan Review Fee $163.31 $163.31 $0.00 BLD09-210 951909601 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD09-210 951909601 Building Permit Fee $251.25 $251.25 $0.00 BLD09-210 951909601 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-210 951909601 Technology Fee for Building Permit $5.03 $5.03 $0.00 BLD09-210 951909601 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $284.09 # w e �% jz a cetp '�,", e 09-0841 10/14/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-210 Method �Number> Amo It CHECK 5011 $284.09 Total: $284.09 genpmtrreceipts Page 1 of 1 OF PORT TOh o Receipt Number: 09 0841 , - �y :a.. ,:� .srE'�'`' ,_-;� �.^4 .'"."x„ F*a, _»,�. ..... .. r3i }. l�y,a�r _ s p" Receipt Date 10/14/2 09 � Cashier 4 SWASSMI;R PayerlPayee Name WRIGHT RICHARD C ,,;� x 41 a e � » v On inal Fee Amount 9 s<; h Permit# Parcel Fee Description Ainou'nt NggPatd alance r �r * Bxtxmrr."€s �... BLD09-210 951909601 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 is mar rs Previous PaymentHistory, Recei t# Recet t Date� ' � �Fee Descn tton „p,. _,._.�� p�_�� �_ �. � �P � pAmountrPa�d. � �Permit# Pay ent 3 CheCiC�� d ,,, payment M thod p Number 4 Amount CHECK 5000 $150.00 Total: $150.00 genpmtrreceipts Page 1 of 1