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HomeMy WebLinkAbout09032?'RTTCONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND 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. 948002610 PERMIT NO. BLD09-032 ISSUED DATE 06/29/2009 EXPIRATION DATE 12/26/2009 ADDRESS 32ND ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER OLSON RENE J INSPECTION INSP )ATE COMMENT PROJECT DESCRIPTION New SFR EROSION CONTROL SETBACKS SURVEY PIN FOOTING l 69 UFER FOUNDATION WALL FOUNDATION DRAIN FLOOR FRAMING 31 py f SHEARWALL &-499- tOVI 0 -1&& p 014S 7 �U FRM-PLM-MECH-AIRSE ly 6khgt' ROOF RAFTER FRAMINC INSULATION GWB FINAL PUBLIC WORK FINAL BUILDING LENDER INSPECTION INSP )ATE PtUVV61VA5 Dv S W(y �s btu ✓rsl i �cfC i�/iS/aq 91g1 co rrto .s 'F-iro&L COMMENT a -A 1 /CC? t��G� �Ld c►.��a at/PLCf/-DC1 COMP (ete '%�S TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. is to t • p°RTT°�y� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT Q� w^ CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT TH//E� INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: V ���©� PERMIT NUMBER: Q0) SITE ADDRESS: � z JAZ.. 7—z :I ( , CONTACT PERSON: PHONE: TYPE OF INSPECTION: ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Date I0// Acknowledgement Date �2��o.5 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. QORTTo�y� CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT 4 INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPErCTION. FOR MONDAY INSPECTION, CALLL BY 3:OOPM FRIDAY. DATE OF INSPECTION: �t( ©� PERMIT NUMBER: SITE ADDRESS: z J Z. J < CONTACT PERSON: PHONE: TYPE OF INSPECTION: 3� JAS - 4 o vi2 ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. D , Inspector LO 41- Date 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. P QoRTrok, CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 9� WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE NSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: ZL�� Q PERMIT NUMBER: 8 Lt�, 69 ._03Z SITE ADDRESS: 12-3 -L —3 2_&t J( CONTACT PERSON: PHONE: TYPE OF INSPECTION: f,4&W1A)6 Ai12 �S-E1QL 4J) 'T�001�JE -�'kU076fklG AeW ) &0 -K fit= 0 (' ' �;�, 'P 11Q_L 112 IA ;qwi %26 V?E ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call oor re -inspection before checked at next inspection proceeding. Inspector i G� t Le 4z_ Date Z / Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. ti M QoaT To hoF"s CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT Awa CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 30Ci PERMIT NUMBER: " u� SITE ADDRESS: j 2 3 2 S 2- 10h Sit CONTACT PERSON: PHONE: TYPE OF INSPECTION: W1 --1"X` 1� G pjCA4 I C 1 IoQ 72�< 1St ❑ APPROVED Inspector_Kj C� Acknowledgement ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections checked at nest inspection %raff4i ❑ NOT APPROVED Vill be Call for re -inspection before proceeding. Date Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. a 0 o�QoarTo� CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: i D PERMIT NUMBER: AjLa�� 09 �3 SITE ADDRESS: r �� ,Z 3j( CONTACT PERSON: TYPE OF INSPECTION: PHONE: ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be " checked at next inspection Inspector e M A, Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. T,0a9 Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. O�pORTTO� CITY OF PORT TOWNSEND � yir o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. Q Q. DATE OF INSPECTION: ( PERMIT NUMBER: -� 02 SITE ADDRESS: Z > Z CONTACT PERSON: TYPE OF INSPECTION: =APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be ,ch)ecked at next inspection Inspector 1 `� L © Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. of poRr Toy CITY OF PORT TOWNSEND � ys mo DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PL26L6� PERMIT NUMBER: U SITE ADDRESS: 2 -3'1 CONTACT PERSON: TYPE OF INSPECTION: PHONE: L lkJ6 C�: 'SCkcGu� ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector (j`\ Lo %'�. Date Acknowledgement_ Date ❑ NOT APPROVED Call for re -inspection before proceeding. (91lz 6 fb 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. PORT T o�ys CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 7 PERMIT NUMBER: A L . o I — Q� SITE ADDRESS: c:?z S I CONTACT PERSON: PHONE: TYPE OF INSPECTION: 1� M i.t.) 4, LL, 3 (]0 APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector i G 4 Y LOA— Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. _�// bo 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. Qoarro�y� CITE' OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: (Q PERMIT NUMBER: Q % U . SITE ADDRESS: (- CONTACT PERSON: TYPE OF INSPECTION: S PHONE: L ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be - checked at next inspection Inspector _ l ( Y Lu 'C Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. 7// C, la 9 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. ap\ 40 City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: Mailing Address: Telephone: DlsC) �r�p Yc-06q 63 2- A7 (,-/, 6 C1 - 6o 9 A7(,-/,oC1--d09 d 1 i V wYt S-� inl - g0 b r� s i✓? co h, 2 739 Property is located in: n Addition:1) 1 t Q Block(s): 2 Lot(s): Faces/Access is from: J 2—o d S Parcel Number_ oo Z_6j o Directions to the Property (draw vicinity map on back) If this is a new ADU, has a building permit been applied for`' Notes: HOUSE NUMBER ASSIGNED: Date of Approval: 6V 0a11l, For Department Use Onley: Yes No Date: Application Fee Received W-00; TC 2200): Date: Cony to: Finance Sheriff Public Works Fire Dept 0 Police DSD database P.\DSD\FormslBuilding Fonns\Application-Address Number.doc ; 2/5109 El Post Office GIS Assessor's Office c 1 I 8 I 9:�Z 10 I 11 I 12 • Iwo) • 6 31 5 7 78 9 10 11 1 1400 33rd St. 32nd St. 31 st St. M 0 9 - 10 . v N %o� Z�' c a� 2 pm 5 1 4 r,3 c>3 Wil r I in, 1, — 116.100327 fm 'Ihi, i,,y+it pi—OM -.m"s i.""tt,411 all h.ni.. Il:r Ci,) of Pnn'r--ml .-1 ns rnydmrn do nn .�vr.m in.nc �.�.y�ihr .trn. .irpnl ihr n.ninn mnctinrd 6 - hi Pirld .•rnli;.vino nt ihr e �.up nl all nu{. Inlrnnu�inn i. ihr .nlr rrspontihilip nl ihr inn: Usrr ihr Pin T--, "'1,,0 i,, rngdn{rrt 1--ny li,thiliiy 1—d nn —C,— nl nult inlnnnVinn. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG Z/ Z PERMIT # DATE RECEIVED S-7--0,9 SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? . 0 CITY OF PORT TOWNSEND i Pv q - 6 0 q PERMIT ACTIVITY LOG PERMIT # CC) C -q - C a,2- DATE RECEIVED_:l,)&/ 9 SCOPE OF WORK: S DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS �c 14*(o C- tit i o r �tv —/� S d s r cx r-- �s 's t,16Q jll­lldi -H--t 01 d r _ S LS f i D gr P Moue6l, i z 3Z 3 Z 1- ' d — )k -e w c - 4 e- [ J C_� -ems ;_yN._4 - cl . W ✓o , . . S w r n C b fIL.Y.a ` C, rLp-e d us Zoning- — E Setbacks OK? �-1-� / S ct u J7 — Q Lot Size: �/ S" ���' l S (} .- /n rr'ck l ACA Building Size: 2 �.� — 21 3 f p ail 6 ---ed 1*4 v u L Lot Coverage: 7 ° o " ' i'o 1 _ FAR OK? n" ; Height OK? g J dv 61 ► Parking OK? _cql ---- -- -- -_._ _ re S' M Critical Area? D ff-,,,� -A.11 oy, Demo? Iwo.Se d Historic Rev? ---__ wJ' - _ /,✓ Notice to Title? - G.p f a .110 Lots of Record? �ne W O oe —__ j 0 0 City of Port Townsend STORMWATER UTILITY IlVIPERVIOUS SURFACE OWNER #- Z I ✓�'1 -- �L DATE= // 0 n PROPERTY ADDRESS;_ I Z 3Z. 3Z S7 , HvWERVIOUS SURFACES: , 7 37 square feet "--P—itS \BUILD[NGVmpervious Surface frm.doc 11/15/99 1 Qb Ll • BUILDING PERMIT �OFppR7' _ City of Port Townsend Development Services Department � WA� 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-032 Permit Type Residential - Single Family - New Project Name New SFR Site Address 32ND ST Parcel # 948002610 Project Description New SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Olson Rene J Owner Olson Rene J Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee Information Project Details Project Valuation $169,716.40 Decks — Residential (Covered) 288 SQFT Site Address Fee 3.00 Dwellings — Type V Wood Frame 1,656 SQFT Building Permit Fee 1.385.75 New Roof Structure 80 SQFT Energy Code Fee - New Single 100.00 Private Garages — Wood Frame 336 SQFT Family Unit Units: Heat Type: Mechanical Permit Fee per Dwelling 150.00 Bedrooms: Construction Type: Unit -New Residential Bathrooms: Occupancy Type: Plan Review Fee 900.74 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential State Building Code Council Fee 4.50 Technology Fee for Building Permit 27.72 Record Retention Fee for Building 10.00 Permit Total Fees $ 2,731.71 * * * SEE A TTA CHED 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 AVV4--5 O(S aln- Date Issued: 06/29/2009 Issued RN: Signature Date Expires: SFOSTER _ v Date . _ ( (/ 12/26/2009 u 0 • 11 O�pORT?-0 BUILDING PERMIT City of Port Townsend Development Services Department �w 250 Madison Street, Suite 3, Port Townsend, SVA 98368 (360)379-5095 Project Information Permit Type Residential - Single Family - New Site Address 32ND ST Project Description New SFR Permit # BLD09-032 Project Name New SFR Parcel # 948002610 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 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 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. 1 further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 06/29/2009 Issued BN: SFOSTER Signature Date _ _ _ __ Date Expires: 12/26/2009 0 0 % Development Services Residential Building Permit Application Pra-ct Address: � Legal Desff iption (or T x #): Officer AdditionC,? Permit Zoning: - l) Block: 26 #BLDG Parcel # Lot(s): I Associ Project D scription: . ➢ Applications by mail must include a che-& for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Lender Information: Lender information must be provided for projects over $5,0,000 in valuation per RCW 19.27.095. Name: `ri Qi�g—, I, Project Valuation: $�,�U� Building Information (square feet): 1stfloor 'TA Garage: 3m 2nd floor &1, Decckk(,):'ZM 3rd floores): 60 Basement: Is it finished? es No Carport: Other: Manufactured Home ❑ ADU ❑ ew Addition)4 Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet:UrIL % !� Impervious Surface:* Square feet: *Total existing & proposed What year_w..as_the_stru.cture��_built?�l� If workli) 7,' des demolitionNee�eag�e 2I Any knl I I I� i etlands on the property? N Any steep ylopes,'C( 15LOM? 26YOV Property O ner/Applic Name: o Address: - t� City/St/Zip: P&-+ 1 e..,rNseVJA U34'el Phone: Email: Contact/Re pr sentative: Name: �Z"., C0(ce r Address: 18 t GO f ,Q City/St/Zip: T• Phone: Email: Gor�QNsc9vlwaY Kg c,� �-ow. Contractor: a Same asO ner p Name: u QoQ f l�dux Address: 2-4 le4i 4,•eLJkA [0I H% City/St/Zip: Spew. W X382 Phone: O Email State License #:1QJ I ?. 11,x-3 3 Exp:_6 30 b 9 City Business License #: I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws anditlidfP,ortlTowrisend Municipal Code. C&Ict'v- Signature: I DSD Print Name: %' �'��^•--� � Date:__ Page 1 of 2 7/31/2008 0 RESIDENTIAL BUILDING PERMIT AP�CATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. ❑ Residential permit application. ❑ Washington State Energy & Ventilation Code forms ❑ Two (2) sets of plans with North arrow and scaled, no smaller than W = 1 foot: ❑ A site plan showing: 1. t_<egal description and parcel number (or tax number), 2. v -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. ,,f 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. jAility lines 9. .::;,If applicable, existing or proposed septic system location 10. ­6elineated critical areas boundaries and buffers ❑ Foundation plan. - 1 . lan: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 propos6d structures ❑ If architecturally designed, one set of plans must have an original signature ❑'If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: $30.00 for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 Fred Slota From: Judy Surber Sent: Friday, June 26, 2009 4:59 PM To: Fred Slota; Rick Taylor Cc: Rick Sepler; Samantha Trone Subject: Olson CAO permit Hello Fred and Rick, Per Condition #8 of the Olson CAO permit (LUP 09-027), 1 met the applicant (Jim Olson) and his contractor from "U -Build It" onsite for a preconstruction meeting. In short, he may pull his building permit and, once he's relocated and installed the silt fence along the buffer edge, he can begin work. Following is condition #8 and my findings from the field (in blue): Pursuant to Subsection 19.05.040(E)(1)(h), the applicant shall: i. Mark the following on the site to reflect the proposed site construction plan: the location of the building footprint and the 15 -foot setback from the wetland buffer. Install construction fencing along the approved reduced wetland buffer edge. The building footprint is staked. Looks good but, I told him Rick would verify setbacks in relation to property lines. The CAO approved a reduced front yard setback of 8 -feet. He said they will survey prior to pouring foundation. Construction fencing is along the 15 -foot setback - I told him it doesn't need to be a fence, only staked — he can work within the setback area and put a deck/patio, just not the house. Silt fence is installed roughly in the location of the wetland buffer. He needs to move it towards the house about 4 feet and must install it correctly (the lower portion was sitting on the ground rather than being slightly below the ground level). Mr. Olson and his contractor (U —build it) agreed to relocate and install the silt fence. It should end up roughly 15 feet from the edge of the deck I'll check the location on Tuesday. ii. Remove the fire ring from the buffer. Done iii. Install erosion control measures in accordance with approved building permit plans. See above - needs to be relocated and installed correctly. iv. Schedule a preconstruction meeting at the development site. The meeting is to be attended by the applicant (or applicant's agent) and city staff, to review specific project details and methods of construction. Field markings and erosion control measures shall be verified by staff. Done, will recheck on Tuesday but, building permit can be issued and if the erosion fence is in, he may begin work. Jwly Surber Senior Planner/Planning Manager City of Port Townsend 250 Madison Street, Suite 3 Port Townsend, WA 98368 1 Fred Slota From: Judy Surber Sent: Monday, June 22, 2009 2:40 PM To: Fred Slota Subject: Olson building permit Hi Fred, Below are the conditions of the Critical Areas Permit for Olson. He has recorded the Notice to Title and Hold Harmless and Sam has signed off on Stormwater. I left him a message today saying we could issue the building permit, but, he'd need to complete condition #8 before commencing with any construction activities. Based on the foregoing Findings and Conclusions, LUP09-027, the Director hereby APPROVES the requested critical areas permit including the reduced wetland buffer (minimum of 42 -feet) and reduced front -yard setback (minimum of eight feet) subject to compliance with the following CONDITION: GENERAL 1. Construction shall be completed in strict conformance to the revised site plan dated June 3, 2009 (Exhibit F), conditions of this permit and of any other city approvals obtained for the project (e.g., building permit). 2. The DSD Director may approve minor modifications to the approved plans provided they conform to the analysis and conclusions provided herein. If the plan is significantly modified and/or contingency plans are required, the revised plans shall require an Addendum to the Critical Areas permit which shall be distributed to parties of record. To minimize the impact to the buffers habitat functions, exterior lighting shall be of low wattage, shielded and directed to prevent illumination of the wetland and its remaining buffer. Metal halide lights shall be prohibited. If motion sensors are used, they shall be set so as not to activate due to movement within the wetland or its remaining buffer. PRIOR TO ISSUANCE OF A BUILDING PERMIT J 4. Approval of the critical areas permit is conditioned on a maximumf 3Dimrvious surface on Lot �S- 9. 5. This approval is contingent upon the applicant's submittal and city approval of a stormwater J management plan that complies with the city engineering design standards manual and the 2005 �- Department of Ecology Stormwater Management Manual for Western Washington (SWMM-WW S�(2005)). Surface water discharge from the site shall not be greater than historic or predevelopment rates. The applicant is encouraged to incorporate Low Impact Development strategies, specifically, a rain garden to infiltrate stormwater in the outer 25 percent of the buffer. Discharge shall not increase the rate of flow nor decrease water quality. 6.J The following legal documents prepared in a form approved by the city attorney and approved by the director shall be recorded by the applicant with the Jefferson County auditor (Section 19.05.050(H -I) of �'`'� the PTMC): .11 Hold Harmless Agreement - This agreement shall hold harmless and indemnify the city and its employees from and against any liability for damages to persons or property as the result of construction or other action undertaken by the applicant on the subject property. The Hold Harmless agreement shall cross-reference the Notice to Title, which documents the presence of a critical area. Notice to Title - Pursuant to Section 19.05.050(I) of the Critical Areas Ordinance, presence of a critical area shall be recorded with the Jefferson County Auditor as a condition of this permit. This document shall include language, which notifies all future property owners that future development proposals affecting the wetland or its buffer are subject to the Critical Areas Ordinance. Thirty -percent maximum impervious areas/site coverage limits shall be specified per the ordinance. The notice shall apprise future homeowners of the sensitivity of the neighboring wetland and wetland buffer and encourage stewardship by: i. Allowing native plants to reestablish the remaining buffer that now consists of mowed grasses; the buffer shall not be mowed or otherwise altered; ii. Maintenance of the required permanent fencing and signage along the approved reduced buffer edge. iii. Restricting the use of lighting, motion detectors, fencing, lighting, pesticides and fertilizers; promoting plantings which are compatible with the surrounding native vegetation; prohibiting invasive plantings; and iv. The Notice shall state that the homeowner is responsible for maintaining the stormwater facilities. PRIOR TO COMMENCING DEVELOPMENT ACTIVITIES J 7. Construction may not begin until the appeal period has expired or, if an appeal is filed, until all review J� proceedings are terminated. (19.05.050F(2)). Pursuant to Subsection 19.05.040(E)(1)(h), the applicant shall: i. Mark the following on the site to reflect the proposed site construction plan: the location of the building footprint and the 15 -foot setback from the wetland buffer. Install construction fencing along the approved reduced wetland buffer edge. ii. Remove the fire ring from the buffer. iii. Install erosion control measures in accordance with approved building permit plans. iv. Schedule a preconstruction meeting at the development site. The meeting is to be attended by the applicant (or applicant's agent) and city staff, to review specific project details and methods of construction. Field markings and erosion control measures shall be verified by staff. DURING CONSTRUCTION 9. All contractors shall prominently post on-site the site -work specifications and conditions of this permit. 10. The applicant or his/her designee shall be responsible for maintenance of the site, including maintenance of field markings, fencing and temporary erosion control devices as indicated on approved plans. Additional best management practices shall be implemented as necessary to control runoff/sedimentation from the site. 11. The approved reduced buffer shall not be disturbed. No construction activity may take place in the buffer. All construction debris shall be properly disposed of in such a manner that it cannot enter into the wetland/approved wetland buffer or cause water quality degradation. 12. Pursuant to the Engineering Design Standards, the applicant shall stabilize soils upon completion of construction activities. PRIOR TO ISSUANCE OF OCCUPANCY PERMIT/F1NAL INSPECTION 13. The applicant shall install permanent fencing and signage along the approved reduced buffer edge. The fence shall be unobtrusive with an open design, such as split -rail fencing (i.e., no solid fencing which would inhibit water or wildlife movement). Signs shall be provided by the city and installed by the applicant. 14. An occupancy permit/final inspection shall only be granted upon a finding by the DSD Director that the buffer has not been disturbed; temporary fencing and erosion control devices have been removed and permanent fencing and signage has been erected. ONGOING MAINTENANCE 15. Native plants shall be allowed to reestablish the remaining buffer that now consists of mowed grasses. The areas shall not be mowed or otherwise altered. 16. The applicant/successor(s) in title shall remove and control non -indigenous plant species within the remaining buffer area. Work shall be done by hand and without the use of herbicides. Suspension — Revocation. In addition to enforcement procedures and penalties provided for in Chapter 1.20 PTMC, the director may suspend or revoke a permit if (s)he finds that the applicant or permittee has not complied with any or all of the conditions or limitations set forth in accordance with this chapter, has exceeded the scope of work set forth in the permit, or has failed to undertake the project in the manner set forth in the approved application. Expiration. Pursuant to Section 19.05.05089(2-3) this permit shall be valid until April 20, 2012 (i.e., three years from the date the wetland delineation was verified by Olympic Wetland Resources Inc.) and shall expire at the end of that time if not acted upon. An extension may be requested by the original permit holder or the successor in title. Judy Surber Senior Planner/Planning Manager City of Port Townsend 250 Madison Street, Suite 3 Port Townsend, WA 98368 360.379.5084 jsurber(c,cityofpt.us a Parcel Details • Weaffier Station �. Parcel Number: 948002610 Parcel Number: 948002610 Owner Mailing Address: RENE OLSON ]IM OLSON PO BOX 2090 PORT TOWNSEND WA983680259 Site Address: 1232 32ND ST PORT TOWNSEND 98368 Section: 3 School District: Port Townsend (50) Qtr Section: NW1/4 Fre Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: DUNDEE PLACE Assessor's Land Use Code: 9100 - VACANT LAND Property Description: DUNDEE PLACE I BLK 26 LOT 9 1 1 1 Click on photo for larger image. No 3J No 2nd Photo Photo Available Available Printer Friendly No Permit No Assessor Dataax,_A/V, Data Available Sales Info Map Parcel plats & Surveys Available HOME I COUNTY INFO I DEPARTMENTS I SEARCH �..r Best viewed with Microsoft Internet Explorer 6.0 or later aWindows - Mac Pagel of 2 littp://www.co.iefferson.wa.us/assessors/parcel/parceldetail.asp 5/4/2009 1 0 Kirk Boike ARCHITECT ♦ 4601 Mason Street ♦ PortTownsend WA 98368 ♦ 360 385 6140 arch itect@su rfbest. net 2008 The calculations herein comply with the requirements of the 2006 IBC (international Building Code), IRC (International Residential Code), WFCM (Wood Frame Construction Manual), AISI (American Iron and Steel Institute), COFS/PM (cold -Formed Steel Framing -Prescriptive Method for one and two family dwellings). Prescriptive nailing, construction methods and techniques shall apply unless otherwise noted and derailed. Seismic zone: 132; (see design for additional parameters) Snow load: 30psf Floor load: 50psf (1 OLL+40DL) Roof load: 40psf (I OLL+30DL) Exterior deck load: 65psf (DL+LL) DL (hay storage, if applic.): 125psf Wind speed: IOOmph, exposure `B" Wind loading: 24psf Weathering probability: Moderate Frost line depth: 18' Termite infestation prob.: Slight to Moderate Decay probability: Slight to Moderate Winter design Temp.: 20 degrees F Concrete strentgh: 2400psi U.O.N. Wood: P.T. Hem -Fir Sole plate. D. Fir # 2 all struc .ural members (except studs) U.O.N. Air density: 1.0 Soil bearing: 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Calculator: Hewlett Packard 12c with RPN data entry Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2010 T VU BAR 2 _ 2009 CIS'I QF PORI jDWNSEND DSD �� s .. f � .. -� f r Kirk Boike ARCHITEC4601 Mason Street o PortTownsend368 ♦ 360 385 6140 . architect@surfbest. net THE DRAWINGS AND PLANS SET FORTH ONOTSEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL RVEISAE PROPERTY OF KIRK BOIKE, ARCHITECT. "SUMENTS SHALL BE USED FOR THE CONSTRUCTION OF ONE DWELLING ONLY. ADDITIONAL USES OF THESE DOCUMENTS IS FORBIDDEN WITH OUT THE ARCHITECTS W41TTENAPPROVAL. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC, PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. NOT RESPONSIBLE FOR DAMAGES RESULTING FROM ACTS OF GOD. K �1 N CIOv-2 oL E. C>F--t, 1;2aNS 3 1 M 1224 32 "o cJ-r p�C,E > �3 KE=N m 3 A 2HO FLIZ SC.NE!"M&71L 1 SY L12 SL►�EMATIG ►1210 LOQ/ rrcv12Lr SHI<1rZ T LF ; 5W NCS A 21 (Z4 X I I X12) 31 cp 8 31 LOS 151 'a. I (ZA IK1.2) 31 Lo 6 31(.08 11& 1 10/2a (z4X100S) 39(o 3900 39(o/Iu,5 2 11 (Z4XSXi5) 285v V39D 320 00 3. 24 ' ON 2 8151) 120 �• I to (Z4X1o)(1 -) 2850 L0046 3'18 ® \l (24X10)(17) 2680 to04;l 1 (.178 L II (74X10)(12) 20go 2580 V -0Z I 5 (24%10)(101 2.400 h3(190 1212 z SHEAR -WALL SCHEDULE HOLD-DOWN SCHEDULE 4 15/32" C -C; C -D SHEATHING w/ 8d's @ 6" O.C. (260) 1 SIMPSON CMST 14/16 (6490,4585) Q 15/32" C -C; C -D SHEATHING w/ 8d's @ 4" O.C. (380) < SIMPSON HTT22, OR PHD5.SOS3, OR HDU5-SDS2.5 (5250,4685,5430) ® 15/32" C -C; C -D SHEATHING w/ 8d's @ 3" O.C. (490) <' SIMPSON HD8A, OR PHD6-SDS3 (6465,5860) 1`Y3 C'GCID SWA-m1w, W16Ase, Z""C `" SIMPS0NH=%S3 opumii SDS27 .,•_....._. Z�jG1.Zlx� .0 "on .i��cl (axZ '� • O ,ail �Z � �Ct O I � Z o- -1 n 'O'0,�°i1up081.<A� I��a ZIxZ i�is•1y = W I+�Sf =M. L� : _�^ ,�L =� 1S io S')o07-4 CSN Z --IV'-4 '2r-jZtni� V7-l*T-i1-4��. f`�oll�i�l'��ds s 3CG c11S-S Za�G OIx}� ,8 =S 1-��Q aI xa1 Wed ��G�,�,1.�!l 0 0 1 Kirit Boike ARCHITECT I!:01 Mason St. Port Townsned, WA 30.385.6140 architect@surfbest.net Blowhole Architectural Group Square Footing Design Description F General Information Dead Load 2.580 k Footing Dimension 3.000 ft Live Load 7.730 k Thickness 9.25 in ShortTerm Load 0.000 k # of Bars 4 Bar Size 4 Seismic Zone 4 Rebar Cover 3.000 Overburden Weight 0.000 psf Pc 2,000.0 psi Concrete Weight 145.00 pd Fy 40,000.0 psi LL 8 ST Loads Combine Load Duration Factor 1.330 Column Dimension 3.50 in Allowable Soil Bearing 1,500.00 psf Reinforcing _p Rebar Requirement Actual Rebar "d" depth used 6.000 in As to USE per foot of Width 0.139 in2 200/Fy 0.0050 Total As Req'd 0.417 in2 As Req'd by Analysis 0.0015 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0019 % 3.00ft square x 9.3in thick with 4- #4 bars Max. Static Soil Pressure 1,257.33 psf Allow Static Soil Pressure 1,500.00 psf Max. Short Term Soil Pressure 1,257.33 psf Allow Short Term Soil Pressure 1,995.00 psf Mu :Actual 1.85 k -ft Mn' Phi: Capacity 4.59 k -ft Vu: Actual One -Way Vn"Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 3 # 4's 2 # 5's 1 # 7's 1 # 8's Footing OK 23.94 psi 76.03 psi 74.11 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's TABLE 6-1 PRESCRIPTIVE REQUIREMENTS"' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Keterence Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter orjoist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter orjoist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the: insulation. Other single rafter orjoist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shalt be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7_ Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Glazing Glazin U -Factor Wall72 Wall* Wall* Slab' Option Area10: Door e Ceiling2 Vaulted Above int ext Floors on % of Floor Vertical Overhead" U -Factor Ceiling Grade Below Below Grade Grade Grade I. 10% 0.32 0.58 020 R-38 R-30 R15 R-15 R-10 R-30 R-10 II.' 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 III. 25% 0.40 0.58 0.20 R-38 / R-30 / R-21 / R-15 R-10 R-30 / R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.02 and R-2 9 Occupanci es Only IV. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupanci es Only V. Unlimited 0.35 0.58 0.20 R -46_/ R-30 / R-21 R-15 R -10(-R-30/ R-10 Gro u 1 U=0.0 U=0.03 U=0.0 U=0.02 d R g ci res Onl Keterence Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter orjoist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter orjoist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the: insulation. Other single rafter orjoist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shalt be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7_ Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. 0 1 OF PORT TOS A ya � mo BLD09-032 948002610 Site Address Fee BLD09-032 948002610 Building Permit Fee BLD09-032 948002610 Energy Code Fee - New Single Family BLD09-032 948002610 Mechanical Permit Fee per Dwelling U BLD09-032 948002610 Plan Review Fee BLD09-032 948002610 Plumbing Permit Fee per Dwelling Uni BLD09-032 948002610 State Building Code Council Fee BLD09-032 948002610 Technology Fee for Building Permit BLD09-032 948002610 Record Retention Fee for Building Per 09-0133 03/02/2009 Plan Review Fee CHECK 1015 $ 2,581.71 Total: $2,581.71 Receipt Number: $3.00 $3.00 $0.00 $1,385.75 $1,385.75 $0.00 $100.00 $100.00 $0.00 $150.00 $150.00 $0.00 $900.74 $750.74 $0.00 $150.00 $150.00 $0.00 $4.50 $4.50 $0.00 $27.72 $27.72 $0.00 $10.00 $10.00 $0.00 Total: $2,581.71 $150.00 BLD09-032 genpmtrreceipts Page 1 of 1 of ,ORT rpk + sa u v Receipt Number: 09-0133 genpmtrreceipts Page 1 of 1 Receipt Date: 03/02/2009 Cashier: FRONTDESK Payer/Payee Name: COKER DESIGNWORKS FOR COKER Permit # Parcel Fee Description Original Fee Amount Amount Fee. Paid Balance . BLD09-032 948002608 Pian Review Fee $150.00 Total: $150.00 $0.00 $150.00 Receipt # Receipt Date Previous Payment History Fee Description Amount Paid Permit # Payment Method CHECK Check Number 1133 Payment Amount $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1