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HomeMy WebLinkAbout09021RT ?-0 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND 9�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. 997501010 PERMIT NO. BLD09-021 ISSUED DATE 04/21/2009 EXPIRATION DATE 10/18/2009 ADDRESS 762 29TH ST OWNER MC KEE KAREN R CONTRACTOR KIMBALL & LANDIS INSPECTION INSP DATE COMMENTS CONSTRUCTION TYPE OCCUPANT LOAD PROJECT DESCRIPTION NEW ADU TESC SETBACKS SURVEY PINS FOOTING V UFER y FOUNDATION DRAIN FOUNDATION WALL PLUMBING MECHANICAL t{6 L ;vl%q1 SHEAR WALL INSULATION ILII 7/2 1 D GWB FINAL PUBLIC WORK FINAL BUILDING LENDER INSPECTION VpDii2 5LW P INSP DATE -PLo&w (A)(0 /N s Q L*-TO,4 41p(P' IV A� 'u 2 S4�44 4 - TO TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. COMMENTS ql3%g q 1 , 05 OF pORT T0� 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 INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION:. l PERMIT NUMBER: SITEADDRESS: CONTACT PERSON: ] PHONE: TYPE OF INSPECTION: ❑APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector ��1Y �O� Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. -�/2% / 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 TO CITY OF PORT TOWNSEND �v 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: Lo PERMIT NUMBER: WS 0 9 0 �I SITE ADDRESS: 762- CONTACT 62- CONTACT PERSON: TYPE OF INSPECTION: L S -P-4 OF GOsG? 'ST 0 tkj TF_y1_ �K) 1'� 4kv Ayp/kv fi� 1,Jsv ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be j checked at next inspection Inspector j L K / Lo fa_ Date Acknowledgement Date PHONE: 614 fE7& ❑ NOT APPROVED Call for re -inspection before proceeding. 7?//6 a? 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. QORr TO haF Sys CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT TH/E� I SPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: `i � Q PERMIT NUMBER: OL Z I SITE ADDRESS: 762 - CONTACT U2 - CONTACT PERSON: PHONE: TYPE OF INSPECTION: tC__VL-- S LA tL Ru "'61t)6 AJ to4i 0 80 c 10 r _�o r ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection pro7ing,,Inspector LL14 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. PORT TO CITY 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: ' [ Z �� © PERMIT NUMBER: Lel, D� 0 Z SITE ADDRESS: �- Z / 71-1 CONTACT PERSON: PHONE: TYPE OF INSPECTION:llT". ��% j4 L—C_ ❑ APPROVED ❑APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector �L(� Yz-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. & . 0 -bL_bO4- 6)9(a City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION nor-PO4 - oqs j3cp01?-0� l O� pOR7 � ys U �� WA Name of Property Owner: kC NF_P_�— Mailing Address: 7 Co Z z 9'1� Si Telephone: 25 -g5 ` -37</6 Property is located in: Addition: I)YVIL -1 ''!! [(!g N� L.L_ Block(s): ( Lot(s): d Faces/Access is from: Parcel Number 99^1 Zb d Directions to the Property (draw vicinity map on back) If this is a new ADU, has a building permit been applied for? k Yes No Date: Notes: ADDRESS NUMBER ASSIGNED: 74-s LaK,�; S ` r�K c Date of Approval: For Department Use Only: Application Fee Received ($3.00): Date: Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police ❑ GIS ❑ Public Works ❑ DSD database ❑ Assessor's Office P:\DSD\Forms\Building Forms\Application-Address Number.doc ; 2/5/09 IN X10 CO Coro �� 4� 6 C d oo E 7 �`le S .r Cu 5 6 7 8 9 10 11 5 4 3 2 1 1 ■ 6 7 8 9 10 1 Ln Q 1� 9 8 U) 9th St. 14 15 16 17 TAX 90 N 0 2987 IPR 1 Ln Q 1� 9 8 U) 9th St. 14 15 16 17 TAX 90 IPR -- 13 12 11 1 T44TAX 3 (LS P W/EAcl 5 6 910), 97 8 7 ¢OMMON ELEMEN 5 4 3 2 1 283 10 � 7 8 91� 7 8 9 2 � 5 N N 10 J2 7 C 9 10 1 inch = 112.209543 feet A �jro *19 I-Va 'fal- ?FN amttll -$ 6� tic. «� 5 98,- j-., j .dz t! _��((l e.7 8 a_ pIN: b, �-2 ji Jr298-F �: F t [f ..t IX 7ff 34 16J; 727 �� ij f- r`.. / ray. ,j1,2.9 .Qin [o It 4 77� I I ZI 29th S,tt. - (; .:a; -u%• ..rn}•. - __-1,-?ry+"._`.•�''•``�.-' �', .ty^�V. _ _ �1� _ -� ., 4 t 'TAX 90 -tZ� 77 A a,.- * 5 -4 L T,27 4' A �jro *19 I-Va 'fal- ?FN amttll -$ 6� tic. «� 5 98,- j-., j .dz t! _��((l e.7 8 a_ pIN: b, �-2 ji Jr298-F �: F t [f ..t IX 7ff 34 16J; 727 �� ij f- r`.. / ray. ,j1,2.9 .Qin [o It 4 77� I I ZI 29th S,tt. - (; .:a; -u%• ..rn}•. - __-1,-?ry+"._`.•�''•``�.-' �', .ty^�V. _ _ �1� _ -� ., 4 t 'TAX 90 -tZ� 77 A a,.- * 5 -4 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # LlD 0'?— C? Z ( DATE RECEIVED SCOPE OF WORK: �1 G LO PC3-> U DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Plan Review # Bedroom(s) _ # Bath(s) = Heat Type: l Z -1 - D i T -�- S 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? CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # L1267-02-/ DATERECEIVED �. SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS 1 U d v Q is/ S Lo Z- lb -09 -kow a -d- d%fia mai- c C�,T on F" Z- L6 - Pq S IC- D [.0 Dui s; VEh�U • o _ A' u S� r - SLI Re_ccQ_ 1 :T.1-. �U tZ6U t -S 01 b SS WEo_U 1 5 Llqnclis LW4E It 'Z-3 - o v1&e_t<ee DRS 11-7-0-09 Zoning: - Setbacks OK? - S /}'j /ti 4 Cle av f,' Lot Size: p Building Size: a 9:q _ 10q Lot Coverage: FAR OK? Height OK? Parking OK? Show �l,-,4w 4 w - Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? 3�I (JJ of q)C-4-t,« IAL` f„ -O �5cv�i0w "CD ORT ropy BUILDING PERMIT � cP� _ a City of Port Townsend 4' Development Services Department 250 Madison Street, Suite 3, Port Townsend, wA 98368 (360)379-5095 Project Information Permit # BLD09-021 Permit Type Residential - Accessory Dwelling Unit Project Name ADU Site Address 762 29TH ST Parcel # 997501010 Project Description NEW ADU Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Me Kee Karen R Owner Me Kee Karen R Contractor Kimball & Landis Rick Landis O CITY 4941 12/31/2009 Contractor Kimball & Landis Rick Landis O STATE KIMBALL996I 03/25/2010 ITee Information Project Details Project Valuation S42,350.65 Dwellings — Type V Wood Frame 445 SQFT Building Permit Fee 573.05 Units: Heat Type: Energy Code Fee - New Single 100.00 Bedrooms: Construction Type: Family Unit Bathrooms: Occupancy Type: Mechanical Permit Fee per Dwelling, 150.00 Unit - New Residential Plan Review Fee 372.44 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential State Building Code Council Fee 4.50 Technology Fee for Building Permit 11.46 Record Retention Fee for Building 10.00 Permit Total Fees S 1,371.49 VY* SEE ATTACHED CONDITIOAIS r" Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if vvork is suspended for a period of 180 days. NVork 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. 1 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 14f� ` �AA Date Issued: 04,21%2009 Issued By: FFRANKLIN Signature �j Date Date Expires: 10/18/2009 �O�PpRTTp�y BUILDING PERMIT City of Port Townsend Development Services Department �wA 250 Madison Street, Suite 3, Port Tirwnsend, NVA 98368 (360)379-5095 Project Information Permit # BLD09-021 Permit Type Residential - Accessory Dwelling Unit Project Name ADU Site Address 762 29TH ST Parcel # 997501010 Project Description NEW ADU 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 Nvork 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 PTN4C or other laws or regulations. 1 certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. 1 further certify that 1 am the o\\:ncr of the property or authorized agent of -the owner. Print Name Signature Date Issued: 04/21/2009 Issued BN: FFRANKLIN Date - Date Expires: 10/13/2009 Residential Building Permit Application Project Address- � �, Z ___7 ? _ Zoning: Parcel # �� l Project Description: A IDV Legal Desc�ipt�o�n�(or Tax #);S ); Addition:yy l 11C� t Block:— Lot(s):.. lock:Lot(s): > 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. Lender Information: Lender information must be provided for projects over $5,000 in v uation er RCW 19.27.095. Name:.r Project Valuation: $ V �� Building Information (square feet): 151 floors Garage: 2"d floor Deck(s): 3`d floor Porch(es): Basement: Is it finished? Yes No Carport: Other: - / Manufactured Home ❑ ADU A' New Addition Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet:` % Impervious Surface:* 72 -cc) Square feet:,, *Total existing & proposed 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%)? Y N Property Owe pplicant: Name: Address: 4�, 5 City/St/Zip: Phone: 2> Email: Contact/Rep , sr�d� t tiveC Name: ��� Address: City/St/Zip: Phone: as 4&q7 Email: Contractor: l- ❑ Same as 0wr1f r Name:_—��,� r� s Address.- City/St/zip-.-- Phone: ddress:City/St/Zip:Phone: Email: State License #: Exp: City Business License #: I hereby certify and that all acts Print Nam ation provided is correct, that I am either the owner or authorized to act on behalf of the owner :d with this ermit will be in accordance with State Laws and the Port Townsend Municipal Code. p Signature: Date: Page 1 of 2 7/31/2008 RESIDENTIAL BUILDING PERMIT APPLICATION 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. 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: i Z� 1. Footings and foundation walls 2. Post and beam sizes and spans a 3. Floor joist size and layout 4. Holdowns Q 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: $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 Page 1 of I Scottie Foster From: John McDonagh Sent: Friday, March 06, 2009 3:01 PM To: Rick Taylor Cc: Scottie Foster Subject: RE: BLD09-021 McKee ADU Everything looked fine with this except the need for a Notice to Title for the ADU. I prep'd one & put HOLD on the permit in CHET pending recording of the Notice by the applicant's. Called Rick Landis (project rep) about the Notice, who asked me to call McKee's directly. Called McKee's & left voice msg. about the Notice & the need to have it signed, recorded and returned to us prior to issuing the BP. Left my phone # with them asking them to call back & advise on how they want to get the Notice (pick it up here? Mail it to them?). Also advised them we have Notaries here, so if they came in together & signed the Notice we could help with that. RS has signed the Notice & I put it in the BP file, in case they show up to sign it. Put the BP back on the "Pendinu" shelf. John McDonagh; Planner Development Services Dept. City of Port Townsend Pt. Townsend_ WA 98368 360-344-3070 office 360-344-4619 fax From: Rick Taylor Sent: Friday, March 06, 2009 1:48 PM To: John McDonagh Cc: Scottie Foster Subject: BLD09-021 McKee ADU HI John, When you get time, this permit needs planning approval to issue, the file is on the sign off shelf. Thank you. Rick 3/6/2009 Structural Details For: McKee ADU Ross Chapin Architects 195 Second Street Langley, WA SSF Project #1169-2008-12 NTS Emp SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION { rt 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax:2o6.443.4870 i:--, 1,0o FIFEB CITY OF PORT TOW DSD 11/27/08 COVER s yrr t 4t�,� y . w , SHEARWALL PER PLAN (2) #4 CONT. TOP (1 ea. side of o.b.) E I 0 ,RE Typical Detail El - NTS SWENSON SAY FAGET s A STRUCTURAL ENGINEERING CORPORATION }' 2124 1zohird Avenue f Suite loo - Seattle, WA 98121 P 443 2o6.443-4870 I -4-4- 5" 1 6" 1 5" P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8"0 @ 48"oc elsewhere) SLAB ON GRADE PER PLAN INSULATION PER ARCHITECT #4 @ 18"oc VERT.(alt. bends) #4 ® 12"oc HORIZ. (2) #4 CONT. BOT. v' ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES 11/27/08 FD -1 CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. Double Curtain CORNER S: 24 N SS WALL Typical Corner Bars at Concrete Walls and Footings Typical Detail NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 'T 2124 Third Avenue - Suite loo - Seattle, WA 98121 fi" = ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 FD -2 T- JADDITIONAL VERT. BARS -TYP BAF CRC Double Curtain CORNER S: 24 N SS WALL Typical Corner Bars at Concrete Walls and Footings Typical Detail NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 'T 2124 Third Avenue - Suite loo - Seattle, WA 98121 fi" = ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 FD -2 CORNER BARS TO MATCH HORIZ. RE. flnr)kILR BARS TO ;H CROSS WALL Z. REINF. hooks) Single Curtain CORNER N F S WALL Typical Corner Bars at Concrete Walls and Footings Typical Detail NTS Emp SWENSON SAY FAGET M20A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 FD -3 3'-0" min. NORMAL REINFOF ADD BAI MATCH I REINFOF LINE OF Typical Detail El M==wM=MMw0M-- NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION c 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 2o6.443.4870 NVIAMHL f VU 1114U REINFORCING Typical Stepped Footing 11/27/08 4L FD -4 Typical Detail NTS W -99P SWENSON SAY FAGET rrA STRUCTURAL ENGINEERING CORPORATION - 2124Third Avenue Suite ioo -Seattle, WA 98m�1 ph: 2o6.443.6212 fax: 206.443.4870 LAUMVt%11VI4 11U1 ALLOWED BELOW THIS LINE Pipe and Trench Locations 11/27/08 FD -5 SEE PLAN FI. THICKNESS A REINFORCING (3)#4 CONT. Typical Detail NTS Woo SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION F zizq Third Avenue -Suite ioo -Seattle, WA 98121 ph: 2o6.443.6212 fax: 2o6.443.4870 PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN 11/27/08 FD -6 WALL PER PLAN — P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8"0 ® 48"oc elsewhere) SLAB ON GRADE PER PLAN ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. (2) #4 CONT. OR STAINLESS STEEL PER ��_6» TOP & BOT. GENERAL NOTES Interior Wall w/ Thickened Slab Typical Detail NTS SWENSON SAY FAGET J A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 FD -7 10" dia. PLINTH REINF. W/ (4)#4 &#3x F](6 FOOTING SIZE & REINF. PER PLAI POST, PLINTH, & FTG. Typical Detail NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION ; n 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax:2o6.443.4870 )ST PER PLAN 3U SERIES )ST BASE =R PLAN 11/27/08 Immo 2x OR LSL 16d NAILIN PER SCHED Detail A I 16d NAILING EDGE NAILING— —PLYWOOD PER SCHEDULE OVER EA. STUD � EDGE 2x NAILER 16d NAILING — 2x STUDS ® PER SCHEDULE 24"oc MAX. Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 & SW4 Shearwall Schedule 0000©o t0 Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if Til if 2x or LSL s at Wood at Concrete 1> 1/2" CDX PLYWOOD 8d ® 6"oc 16d @ Coc A35 @ 24"oc 16d ® Coc 5/8"0 A.B. ® 48"oc 1/2" CDX PLYWOOD 8d ® 4"oc 16d @ 4"oc A35 ® 16"oc 16d ® 4"oc 5/8"o A.B. @ 32"oc 1/2" CDX PLYWOOD 8d ® 3"oc (2)rows 16d ® 6"oc A35 ® 12"oc 16d ® 3"oc 5/8"0 A.B. ® 16"oc 1/2" CDX PLYWOOD 8d ® 2"oc (2)rows 16d ® 41/2"oc A35 @ 9"oc (2)rows 16d ® 41/2"oc 5/8"0 A.B. ® 12"oc O BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d ® 12"o.c. 02 8d NAILS SHALL BE 0.131"0 x 21/2" (common) — 16d NAILS SHALL BE 0.135"0 x 31/2" (box) O EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" PLATE WASHERS. ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 AND SW4. REFER TO DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES. OO TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. © ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. OO 7/16" O.S.B. MAY BE SUBSITUTED FOR 1/2" CDX. _ ® LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. OO A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. @ STUDS MUST ALIGN WITHIN 3" OF TRUSSES, RAFTERS OR JOISTS. Shearwall Schedule NTS WE SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 206.443.4870 11/27/08 WD -1 PANEL EDGE NAILING OF BLOCKING SHEARWALL BELOW BTWN. JOISTS �----JOISTS PER PLAN TOP PLATE CONNECTION W/ A35's (2)164 TOE NAILS PANEL EDGE NAILING EA. JOIST 2x BLOCKING BTWN. STUDS SHEATHING PANEL JOINT W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING Bearing Wall Typical Wood Detail NTS WAPS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION a 2124 Third Avenue - Suite loo - Seattle, WA 9812.1 ph: 2o6.443.6212 fax:2o6.443-4870 11/27/08 WD -2 PANEL EDGE NAIL: SHEARWALL BELOW JOISTS PER PLAN TOP PLATE CONNE W/ A35's PANEL EDGE NAIL (4)8d INTO EA. BLOCK (1) JOIST BAY OF 2x BLKG. ® 48"oc (2)164 TOE NAILS EA. BLOCK SHEATHING PANEL JOINT W/ PANEL EDGE NAILING 2x BLOCKING BOTTOM PLATE CONNECTION BTWN. STUDS PANEL EDGE NAILING Non—Bearing Wall NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS; NOT OTHERWISE NOTED Typical Wood Detail 011 mmmPommmmmmmm-- NTS Map SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 WD -3 �1 PLYWOOD PANEL EDGE NAILING .PER SHEARWALL SCHEDULE �2 BASE PLATE NAILING PER SHEARWALL SCHEDULE ( 16d ® 8"oc EARWALL PER PLAN "EARWALL PER PLAN SHEARWALL OR 16d 12"oc AT OTHER WALLS TERSECTING WALL -e left if shearwall) "EARWALL PER PLAN Typical Wood Detail NTS Map SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION ,# x 2124 Third Avenue - Suite loo - Seattle, WA 9812.1 ph: 2o6.443.6212 fax: 2o6.443.4870 SHEARWALL OR 16d 12"oc AT OTHER WALLS TERSECTING WALL ;e left if shearwall) 11/27/08 91=11 A35 (a OMIT C (6)164 TYP. S T""DOUBLE TOP PLATE Typical Wood Detail NTS Map SWENSON SAY FAGET - rrA STRUCTURAL ENGINEERING CORPORATION .,� 2124 Third Avenue - Suite loo - Seattle, WA 9812' ph: 2o6.443.6212 fax: 2o6.443.4870 ,M OR HEADER PLAN =RE OPENING IS LESS �N 6'-0" PROVIDE (1) BEARING STUD U.O.N. 11/27/08 WD -5 (8)164 ® 4"oc STAGGERED AT EACH SIDE OF SPLICE TOP CHORD SPLICE BOTTOM CHORD SPLICE 16d ® 12"oc STAGGERED ELSEWHERE 6'-0" min. BETWEEN SPLICES q-- — SPLICE TO OCCUR AT OF VERT. STUD TYP. Typical Wood Detail NTS Map SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION '? +� 2124 Third Avenue - Suite loo - Seattle, WA 98121 ` ph: 2o6.443.6212 fax: 2o6.443.4870 11/27/08 WD -6 CS16 x 4'-0" STRAP @ — (4) CORNERS OF OPENING, NAIL SHEATHING TO BLOCKING W/ PANEL EDGE NAILING PER SHEARWALL SCHEDULE (typ.) 2x FLAT BLOCKING r --T (typ. @ strap locations) 2,_0,. 2'-0" PANEL EDGE NAILING PER—j SHEARWALL SCHEDULE AT FULL HGT. STUDS AROUND WALL OPENING (typ.) Shear Transfer NTS Ed! SWENSON SAY FAGET A STRUCTURAL,ENGINEERING CORPORATION r 2124 Third Avenue Suite ioo Seattle, WA 98121 T:. rr :� ph: 2o6.443.6212 fax: 2o6.443-4870 2'-0,. (wrap at corner condition) 11/27/08 WD -7 HEADER PER PLAN wall opening 2,_0,. 2'-0" PANEL EDGE NAILING PER—j SHEARWALL SCHEDULE AT FULL HGT. STUDS AROUND WALL OPENING (typ.) Shear Transfer NTS Ed! SWENSON SAY FAGET A STRUCTURAL,ENGINEERING CORPORATION r 2124 Third Avenue Suite ioo Seattle, WA 98121 T:. rr :� ph: 2o6.443.6212 fax: 2o6.443-4870 2'-0,. (wrap at corner condition) 11/27/08 WD -7 (3)164 EA. E' " JOISTS AND SHEATHING PER PLAN BEAM PER PLI11V Framing Detail NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 3= 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax:2o6.443.4870 8d @ 6"oc INTO 2x BLOCKING (2)164 TOENAILS THRU EA. JOIST Typical Header Beam 11/27/08 FULL DEPTH (may be dri W/ 8d C 6" SHEARWALL PER PLAN Framing Detail NTS WE SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -Suite ioo -Seattle, WA 98121 ph: 2o6.443.6212 tax: 2o6.443.4870 SHEATHING PER PLAN PRE—MANUF. TRUSS PER PLAN H1 EA. TRUSS HEADER/BEAM PER PLAN 11/27/08 WD -9 ni ;, r" n n 2) Rf FU (m W/ Framing Detail u NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION v - 2124 Third Avenue -Suite ioo -Seattle, WA 98121 fr= ph: 2o6.443.6212 fax: 2o6.443.4870 SHEATHING PER PLAN PRE-MANUF. TRUSS PER PLAN H1 EA. TRUSS HEADER/BEAM PER PLAN 11/27/08 WD -1 0 2� RE (F 2) Al LXU N I I It, UV1J I PER PLAN Framing Detail NTS Map SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 .' ph: 2o6.443.6212 fax: 2o6.443.4870 SHEATHING PER PLAN HANGER PER TRUSS MFG. PRE-MANUF. TRUSS PER PLAN 11/27/08 WD -11 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. 29. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 24" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF I6d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6 ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. General Notes NTS Nam SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 1 z�zq Third Avenue -Suite loo -Seattle, WA 98izi rz.1,_ _�.[ ph: zo6.443.6ziz fax: zo6.443.4870 11/27/08 GN -9 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. C. FLOOR AND ROOF FRAMING: ALIGN STUDS WITHIN 5" OF ROOF ALL FLOOR OR ROOF FRAMING THAT IS SPACED MORE THAN 16" O.C. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. Map UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. General Notes MIN�� NTS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.443.6212 fax: 206.443.4870 11/27/08 GN -10 ��--- ---- Contact Information i - Landis Lane (Alley) i ---7 09"- E 60 _—_—_ Owner: Karen and Michael McKee _ - - - -1 762 29th 5t. Pt. Townsend, WA 98368 r tel: 360 385-3746 r - ' p � email: karen@oly m us.net of I i Architect: Ross Chapin Architects II Lot 10 I Lot Project Manager: John Arnold 43 w PO Box 230 •195 5econd 5treet T3 i Langley, WA 98260 tel: 360.221.2373 • fax: 360.221.8603 , E ofi i email: john@rosschapin.com = i i iExisting i i Contractor: Kimball & Landis Construction i i House Fred Kimball, Rick Landis 151 Frederick 5treet J I Port Townsend, WA 98368 --------- ---`----- tel: 360 385 4915 • fax: 360 379 3719 i cell: 360 3010279 Lic. # KIM5ALL9961)3 email: fredk@olympus.net -- — - 29th 5treet---'rr—'— Structural 5wenson Say Faget Engineer: Karl Rosman 2124 Third Avenue, 5uite 100 Site Plan 5eattle, WA 98121 tel: 206.443.6212 email: krosman@swensonsayfaget.com 0 40' 80' r, Admiralty nU r ( L ❑ _ (� n/nnQ f ---- L�CITY 0 28th' bt Hastings`,`:.'veLr _ .. , Po_rt Tobvnsond A a 1. Vicinity Ma Not to Scale Energy Chart: Energy Glazing Area I Glazing U -Factor Door Ceiling Vaulted Wall above Floor 51ab on Option % of floor Vertical Overhead U - Factor Foundation and First Floor Framincl Plan Ceiling Grade 6.1 Grade IV Unlimited 035 0.58 0.2 R-38 R-38 R-21 R-30 R-10 Group R-3 Proposed ADU footprint Engineering Details 435 Shear 5chedule 441 Holdown 5chedule 25 Gr� Schedule of Drawings Sheet # Contents 1.1 Cover 5heet R Project Inf rm ti n Occupancy: Vicinity Ma 5ite Plan 4.1 First Floor Plan 5.1 Foundation and First Floor Framincl Plan 5.2 Roof Frarninq Plan 6.1 Sections w/ Duildiri6j 5 stems 7.1 Elevations 10.1 Window and Door Schedules Surface (5F): PROJECT MANUAL: Architectural Details Proposed ADU footprint Engineering Details 435 Shear 5chedule 441 Holdown 5chedule Project Information Legal Description: Block 1 Lot 10, Neighborhood of Umatilla Hill Site Address: 762 29th 5t, Pt. Townsend, WA 98368 Zoning: R Occupancy: R3 Construction Type: Type V -N Lot Size: 7,410 of Building footprint (5F): 435 Porch (5F): 25 Impervious Surface (5F): Existing house footprint 1,089 Proposed ADU footprint 435 Existing decks, porches, terraces 441 Proposed ADU porch 25 Total Parking, Drive and Paths 925 Total Impervious : 2,915 39% W l/1 W Ia. a Q v6 W M ,n v P X = OW v Nn X M O N N co N N N 00 as 2'-1" 11 —�,------ , —' -- ------------------- I oo I Notes: DS H'VH DS I �n�AjiiT��iXTv`vI� 'a�'Y^'z'YY_'`x� �_ h.'YaM',a'>�'1� i�tY�YlY1X1z�1XfXh'l'~z1^;'�'a^fa�!�'�N�';!Y>�,'���5a' `�,'�'�!k�Y'�YY_ HBI 1) At each phase of the Work, verify all relevant 110 cfm ; ; dimensions before proceeding with the Work. I ✓ I I gas _ _ _ ;; I Discrepancies, if any, shall be reported to the 100 , cooktop D9.22Q Kitchen Architect before proceeding. an ho er p ! whole house Cupboard �' � I 2) Note that contractor is responsible for location 0—of hold downs. n 3) Locate rough openings to accommodate trim per 13 th2' 0'1/25' V-0" _ _ built-in ie MW I fold -up table I 4) Flash all door and window head trim. Kitchen NUD r ..I j ceiling la �jinate - batten j typ. 00 Dw I i I - I -- ----- `---- ---- --- --- L -wag'_ ------1--- -1- `o I I I �- r----' laminate;, i CIO. ; , topof wall 00 I I c'attic i I I I I I I I I @ 400"" acc�err 2'-1" DS ; recessed shelf aboveaD9.100 Typ Int Trim ------------ 48" high ,� framed opening to shelf unit II —' match door framer s Bedroom vs I I— SDs laminate I L — — — 001 —� — I f � 5'-0" egress 0ILRSfrj I I DS I D7.610D Port Base c� r D4.105 — — —�� 010 011 — I and Wrap✓�G Flush Window Jamb 1' O" 5' 0" 4'-6" 10'-0" 15'-0" 26-0" B A D5.800 Advanced1=ir5t Floor Ilan 2aD5.801 Framing �i 0 2' 4' 8' LU C� W a \./1 o E � o � c vC: P vii C_ 2L a� vv� C_ C!� T J Q W,u vo Z� u, N C N av0 vi v P X = OLL B A 6.1 6.1 I I downspout location, typ. of 5 FD 1 typ D5.410 Slab Insulation �---------------------------------------- M —0-----------------1—I N I 24"x24"8" (2)#4 e.w. @ bottom Notes: 1. The bottom of all exterior footings Shall be 18" minimum below grade. 2. Typical Interior slabs shall be 4" minimum thickness. Reinforce with #4 @ 18" o.c. centered in slab unless noted otherwise. Provide 6 mil vapor barriar below slab over 4" minimum free draining gravel over firm native soils. 3. All exterior walls shall be 5W1 unless noted - otherwise. Refer to WD -1. 4. 5/8" diameter A.B. spaced per shearwall schedule base plate connection Refer to WD -1. 5. Provide AC, ACE, LPC, or LCE column cap at all beam to column connections. 6. Refer to General Notes for additional requirements. Foundation Notes Refer to FD -2 through FD -8 for Typical Foundation Details Refer to GN -1 through GN -10 for General Notes Refer to WD -1 for 5hearwall Schedule QrUL FACF� tlllA�/j� O sj ALS Foundation plan QLD 0 9 m 0i 0 2' 4' S' LU V) I— LIj a z N O QP in Q 'W O a O a 0 ✓00 LL- Q z QCr 010 w N w N N V) z X Z z W v OJDN Q N N (%) M> `O Z PQM W n !E,6 cc F- N � N� N Q N d 3. 7. �. ry , e 1, .zh'il+cY.�.am.:il.§r. � ...iW"L ..`..L. fn {' ..�C,k�o!§' v .b�... _ ...�±.+. 'v$'S�. Cx •2 ---- $Y - - - - - - - - I z. I I 11 I i I I 1 24"x36"x8' ✓ I , I I 4" insulated slab on grade w/ #4 @ 18"o.c.e.w., typ. I ip t I FD 7 D 7 FD -7 sim F 24"x24"8" I I o I I L — 24"x36"x8" (2)#4 e.w. I ? @ bottom I N I I' I r— ----- SI I I � I 7 (ED D low IqI I I I F I Control I I joints 71/2" FD 8 sim Irk I�� ., L------------- I l 07.610 Wrapped ❑ post M —0-----------------1—I N I 24"x24"8" (2)#4 e.w. @ bottom Notes: 1. The bottom of all exterior footings Shall be 18" minimum below grade. 2. Typical Interior slabs shall be 4" minimum thickness. Reinforce with #4 @ 18" o.c. centered in slab unless noted otherwise. Provide 6 mil vapor barriar below slab over 4" minimum free draining gravel over firm native soils. 3. All exterior walls shall be 5W1 unless noted - otherwise. Refer to WD -1. 4. 5/8" diameter A.B. spaced per shearwall schedule base plate connection Refer to WD -1. 5. Provide AC, ACE, LPC, or LCE column cap at all beam to column connections. 6. Refer to General Notes for additional requirements. Foundation Notes Refer to FD -2 through FD -8 for Typical Foundation Details Refer to GN -1 through GN -10 for General Notes Refer to WD -1 for 5hearwall Schedule QrUL FACF� tlllA�/j� O sj ALS Foundation plan QLD 0 9 m 0i 0 2' 4' S' LU V) I— LIj a z N O QP in Q 'W O a O a 0 ✓00 LL- Q z QCr 010 w N w N N V) z X Z z W v OJDN Q N N (%) M> `O Z PQM W n !E,6 cc F- N � N� N Q N d Q� -t=r A MI NLS /JJS:Pf5E oN 6 A 6.1 6.1 B A 6.1 6.1 Advanced C _s Framing Notes: 1. Typical roof framing consists of 5/8" CDX plywood, face grain perpendicular to supports over roof framing per plan. Nail sheathing with 861 at 6"o.c. edges, 12"o.c. field. 2. Provide H1 hurricane tie each end of all roof trusses and rafters. 3. Headers Shall be (2) 2x6 u.n.o. 4. Provide (2) bearing studs each end of all headers and beams over 6"-0" in length, unless noted otherwise. 5. 7 indicates plywood 5hearwall below framing shown re er to Shearwall Schedule. All exterior walls are 5W1 u.n.o. 6. Refer to General Notes for additional requirements. 7. Roof trusses & rafters must align w/ Studs in wall framing +/- 3" 8. Refer to 6.1 for additional framing info. Barge Trim Detail Framing Notes: Refer to WD -1 through WD -6 for Typical Framing Details, Including 5hearwall Schedule Refer to GN -1 through GN -10 for General Notes Roof Framin 0 2' 4' .JL Mqtj 14, � - 21439 AL �S"ONAL��G OC ■ 8' F— W tf1 I-- w a z N O F- p ,� j O t ^ v O V QOM v� LL z_ i'� Q w 0 O w v N L� z X l7 v1.� Z w v O _j N Q rq V) OC > O ZD ¢"' ccNN N N� N Q N d Building 5ystem5 Roof System Gomposition Shingles 15# felt 5/8" CDX plywd Sheathing, 5/8" panel w/ 4" grooves @ eaves (backspan 2' @ rake) "remanufactured parallel chord tru55e5 @ 24" o.c.; 51/2" tails 12" blown -in fiberglass (min R-38) B.I.B.S. 5yotem w/ air baffle 5/8" gypsum board PVA w/ 1.0 perm rated vapor barrier 1/2" x 11/2" battens @ 24" cc. Attic Floor System 7/16" 055 Sheathing 2x6joioto @ 24" o.c. 1/2" gypsum board, painted Exterior Wall System Fiber -cement lap Siding, exposure per elevations Two layers 60 minute building paper 5/8" CDX plywood Sheathing, nailing per 5hearwall Schedule 2x6 Studs @ 24" o.c. 5 1/2" blown -in fibergla55 (R22) 13.I.13.5. System 5/8" gypsum board w/ hand -trowelled finish PVA wl 1.0 perm rated vapor barrier Main Floor System laminate flooring resilient underlayment vapor barrier 4" conc. slab w/ reinforcing per engineering 2" Sand 6 mil poly vapor barrier 2" (R10) rigid insulation 4" pea gravel Compacted or undisturbed fill Foundation System 2x6 PT sill on Styrofoam Sill Sealer Holddown5 per engineering 6" concrete Stem walls per engineering Damproofing on exterior face below grade 8" x 16" footings per engineering on Compacted or undisturbed fill Heating System Baseboard electric Electric radiant heating mat in bathroom GaS-fired on -demand hot water Ventilation System Bath / Whole House fan on programmable thermostat (PANASONIC FV 5erie5 fan (110 CFM, .5 Sones), or equiv.) Section A -A 0 2' 4' 8' 5ection D -Da 0 2' 4' 8' C LU 0- 1-r- TR_(-- --i--4 East Elevation 0 2' 4' 8' South Elevation 0 2' 4' 8' u n North Elevation 0 2' 4' 8' West Elevation is,D 0 9 m 0 2' 4' 8' See Elevations Gas-fired on for locations demand water _� heater 110 cfm whole house {� Ir ` \ ° %J Ellecec tric \ GFI j heat .o mat 'r /1 --- RF Attic: I Gas cooktop II' Microwave Dishwasher Refrigerator Electrical Key 110v Duplex Outlet $ 5witch (Single Pole) �I 110v outlet 44" above floor $dim ( ) Switch (w/ Dimmer) �I 110v Outlet (Switched) $3 Switch (3 -way) WF' 110v Outlet (Water Proof) $a Switch (4 -way) \ it� �GFI 110v Outlet (Ground Fault Int.) $r Switch (programmable timer) 220v Outlet �5 Smoke Detector I� \ Q Junction Box � Phone Jack (dual) I I Light (Overhead) b Phone Jack Q Television Cable Light (Pendant) 0 Thermostat Light (Wall Mount) F tom of / / i I Fan 1 72" / I 1 / 6" Light (Insul Pece55ed Can) Fan 2 Light (Exposed Can) �(J' . � Light (Recessed w/ Eyeball) Paddle Fan Paddle Fan with 4' (2) Fluorescent pendant light Htr Bare Board Elec. Heater \� 4' (1) Fluorescent ® (length/feet) 2' (1) Lamp Fluorescent, ® Wall mtd. Elec. Heater -L�= I r Pc Pull Chain (with fan) / 1' (1) Under cabinet fluorescent Service Panel Electric Meter / Track Light meter — . FOPh Photo Cell Switch p Track Light Head Notes: 1) Review box locations prior to commencing the work, to ensure Suitability of box locations with selected fixtures. In particular, the height of boxer, for wall sconces on either side of bathroom mirrors may need to vary from what iS indicated, depending on the fixture Selected. 2) A walk-through with the architect, owner and electrician to review and finalize the location of Switches, fixtures and receptacles is recommended once boxes are roughed in and before proceeding with wiring. 3) Where poSSible, gang electrical boxes together and locate near wall edges. 4) Unless otherwise noted, allow 41/2" min. from edge of rough framing @ wall end to electric boxer, to avoid conflict with door trim. Electrical flan 0 W V) Com_ G LU a Window Schedule Project: McKee ADU Project: McKee ADU Material: vinyl Mullions: 5DL w/ spacer bar - see elevatlons Low Ell: Yes Manufacturer: Weathervane Ext. Color: match main house Mullion Width: 3/4" Material: Varies Ar on: Yes Model: Window Swin : see elevations Panes: 2 Width ft in Screens: Yes Thickness Type Notes 001 Entry 3'-0" 6'-8" 13/4" # Location Model Description Features Divisions Egress Obscure Tempered FO Width Vent ft in RO Height ft in Notes 001 Living Single Hung 6-8" • 2'-6" 5'-0" 002 Living Single Hung 2'-0" 5'-0" 003 Living Single Hung 2'-6" 5'-0" 004 Living Single Hung 2'-6" 5'-0" 005 Kitchen Casement 2'-0" 2'-6" 006 Bath Casement • 2'-0" 2'-6" 007 Bedroom Casement • 2'-6" 3'-6" Confirm meets e re55 with manufacturer 008 bedroom Casement 1'-3" 1'-111/2" Match size of upper lite of 007 009 Bedroom Fixed Ga5ement 1'-3" 1'-111/2" 010 Bedroom Fixed Ga5ement • 1'-3" 1'-11112" 011 113ecroom Ga5ement 1'-3" 1'-111/2" Window Notes: 9 Refer to elevations for orientation of casement swing. 2) Refer to manufacturer's specifications for precise dimensions of rough openings and installation instructions. 3) Refer to elevations for header heights. 4) In bathrooms, verify that all glazing is 60" min. above bathroom/tub floor. 5) Verify compliance of windows with egress code requirements. Door Schedule Project: McKee ADU Manufacturer: Varies Material: Varies Door # Location aty Width ft in Height ft in Thickness Type Notes 001 Entry 3'-0" 6'-8" 13/4" Half-light Dutch door tempered glass 002 Bedroom 2'-8" 6-8" 1 3/8" Wood, 5 -panel pocket door 003 Bathroom 2'-8" 6-8" 13/5" Wood, 5 -panel pocket door FAL 0 W Com_ G W 0- • City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend, WA 98368 NOTICE TO TITLE NOTE: This document is intended to replace and supercede the previous Notice to Title recorded under AFN 541560. Grantor: Karen McKee Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Permit Number BLD09-021 Legal description: Grantor/Owner owns the following described real property: Umatilla Hill Planned Unit Development, Block 1, Lot 10 More commonly known as 762 29 Street, with an Accessory Dwelling Unit addressed as 765 Landis Lane. Assessors Property Tax Parcel No: 997-501-010 NOTICE IS HEREBY GIVEN to the Grantor/Owner of the above -referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1) Property owner has received City approval for an accessory dwelling unit (ADU). 2) The Port Townsend Municipal Code (PTMC) requires that the property owner reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. 3) Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient Pagel of 2 551285 • T 2 NT ��% OF pORT TOWNSEND Auditor - 2010 09:09 RM $63 00 CITY Ruditor' s Office -Donna Eldridee� W�,L ,I III Jefferson County WR Jeffs + � NOTICE TO TITLE NOTE: This document is intended to replace and supercede the previous Notice to Title recorded under AFN 541560. Grantor: Karen McKee Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Permit Number BLD09-021 Legal description: Grantor/Owner owns the following described real property: Umatilla Hill Planned Unit Development, Block 1, Lot 10 More commonly known as 762 29 Street, with an Accessory Dwelling Unit addressed as 765 Landis Lane. Assessors Property Tax Parcel No: 997-501-010 NOTICE IS HEREBY GIVEN to the Grantor/Owner of the above -referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1) Property owner has received City approval for an accessory dwelling unit (ADU). 2) The Port Townsend Municipal Code (PTMC) requires that the property owner reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. 3) Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient Pagel of 2 6 � - 'U�t) Py-elo qr-.P-C) 0 McKee ADU Notice to Title accommodation is defined as a use no more than 29 consecutive calendar days (PTMC 17.08.060). 4) This notice may be removed or modified only with approval by the City. CITY OF PORT TOWNSEND By J14rlj 11 Z�51 chard . Sepler, AI Date Development Services/Planning Director Develcypt nt Services Department K en McKee b6te Property Owner � STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) I certify that I know or have satisfactory evidence that Karen McKee is the person who appeared before me, and who acknowledged that she signed the same as her free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this `5 day of , 2010. [Notary stamp inside 1 " margin] Page 2 of 2 � e \ � fel f' •`'L� � • ``�(�.," � �;-; (Print Name) << n^.0. ,��°..°� NOT PUBL in and for the State of Residi My appointme pires a . [Notary stamp inside 1 " margin] Page 2 of 2 0 0 Jefferson County, WA Jefferson County Auditor 1820 Jefferson St. Port Townsend, WA 98368 Receipt: 10-01909 Product Name Extended NTIT Notice To Title $63.00 l Document # 551285 Approved date: # Pages ---- 2 . Vendor Code: Total ---- $63.00 010-022— 10-022—Tender Acct Code: Tender(On Account (Charge or $63.00 Signature Prepay)) Account# CPT Account CITY OF PORT Name TOWNSEND Thank You! 4120/10 9:08 AM bonnie 0 0 M City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend. WA 98368 M 541560 Page: 1 of 2 03/20/2009 03:57P Jaffarsnn Cnuntv Aud MTCHPF.I. MCKFF NTTT GR 00 NOTICE TO TITLE Grantor(s): Karen & Michael McKee, husband & wife Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Permit Number BLD09-121 Legal description: Grantor(s)/Owner(s) own the following described real property: Block 1, Lot 10, Umatilla Hill More commonly known as: 762 29th Street, accessorto 72:29thDStreet Assessors Property Tax Parcel No: 997-501-010 NOTICE IS HEREBY GIVEN to the Grantor(s)/Owner(s) of the above -referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1) Property owner has received City approval for an accessory dwelling unit (ADU). 2) Port Townsend Municipal Code requires that the property owner reside on the subject property, in either the principle or accessory residence, in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. 3) Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient accommodation is defined as a use less than 29 days (PTMC 17.08.060). This notice may be removed or modified only with approval by the City. • M . ff-I- Structural Calculations For: McKee ADU Port Townsend, WA Architect: Ross Chapin Architects 195 Second Street Langly, WA 11 December, 2008 Project # 1169-2006-12-00 IZ-)1-6S FE F E 9 - 9 2009 CITY OF PORT TOWNSEND WPM DSD �L SWENSON SAY FAGET ad Fra, A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue. Ste. loo Seattle, WA 98121 T 2o6. 443. 6212 F 2o6. 443.4870 ® ® b I 0 Wind Design Loads (ASCE 7-05) Method 2 - Analytical Procedure Exposure G tt Kz Roof Angle = V 85 _ mph Plwwalls Ground to top of roof t11 Kd 0:85 Table 6-4 Bottom of roof to top of roof I 1;; Table 6-1 (mean roof height) h= G 0:85j 6.5.8.1 14.15 9.62 5.68 15.30 Kt= (1+K1K2K3) = 1.00 0.94 14.78 Prot ���rna� 12 degrees ft ft ft Pressure Coefficients from Figure 6-6: Bldg Face CP Windward Wall 0.8 Leeward Wall -0.5 Windward Roof 0.3 Leeward Roof -0.6 `Note= CP values are conservative Ht Kz Qz Pww, walls Plwwalls Pwalls (Psq 0-15 0.85 13.36 9.09 5.68 14.77 15-20 0.9 14.15 9.62 5.68 15.30 20-25 0.94 14.78 10.05 5.68 15.73 25-30 0.981 15.411 10.481 5.681 16.16 30-40 1 1.041 16.351 11.121 5.681 16.80 �r SWENSON SAY FAGET 2124 Third Avenue. Suite 100 . Seattle . WA 98121 www.swensonsayfaget.com Office: 206.443.6212 Fax: 206.443.4870 Proof (Psf) 10.22 Project: McKee ADU Port Townsend worst case values Date: 11/25/2008 Project #: 1169-2008-12 Design: KMR Sheet: Criteria 3 L11 Seismic Design Loads (ASCE 7-05) for a Wood Framed Structure OCCUPANCY CAT. II Table 1-1 USE GROUP h -"Table 9.1.3 IMP. FACTOR1 Table 9.1.4 SITE CLASS D �� ;Table 9.4.1.2 R =!65 r,:RTable 9.5.2.2 r SEISMIC rK-=x9.4.2.1 DESIGN CATEGORY D a Wiz; ti SS uY 1996 USGS Latitude/ Longitude (http://egint.cr.usgs.gov/eq-men/html/lookup-interp.html) S1 1996 USGS Latitude/ Longitude (http://egint.cr.usgs.gov/eq-men/html/lookup-interp.html) psf Rafter/Truss Joist,' �2'6psf Fa = 1 Table 9.4.1.2.4a F„ = 1.5 Table 9.4.1.2.4b SDs= 1 10 psf SDI= 0.5 Cs= 0.153846 Eqn. 9.5.5.2.1-1 CSASD= 0.10989 Vertical Design Loads Criteria ASCE 7-05 IBC 2006 Roof (Composit),!M� 4 2 5.psf Flooring 3; --'Ml ]psf 1/2" `= 1 54 psf 3/4" Plyr 23 psf psf Rafter/Truss Joist,' �2'6psf �2 Insulation psf 5/8" GW Bk =3 1 psf Tf51r 5/8" GWBr*r 3 1 psf Misc. Mech s,„ .,1 psf Misc./Mech..._'�,._ ?s psf 10 psf 12.1 psf Use PRXx-.` psi Use t ,�9jpsf Snow (roof),Z-',-,". 3 .-25 psf Live (floor).;A u40psf Soil Bearing W �'a_ SWENSON SAY FAGET A STR I ICI !,HAL ENCINEE-RIN3 CW'1P0R K`N 2124 Third Avenue . Suite 100 . Seattle . WA 98121 www.swensonsayfaget.com Office: 206.443.6212 Fax: 206.443.4870 ! fi Po F C— /2'I'' IC Project: McKee ADU Date: . 11/25/2008 Port Townsend Project #: 1169-2008-12 Design: KMR Sheet: Criteria 2 Gtjl�/r% IN im !:: �d/�°p/2 v SCIy )la,z ;-- -C13) 0 �) l6 0 57 At v- t 605 4r- -790 �y 7 FV e 5�V w SNE At �b /I ?Z6. OG / 3zoAlt I/3 % 7Zbtai/ �'a� ?vim®dam V, -,-is -7cea ... 0T, �zdL goo 8 _ _ {,z (o,Te/klar eel r) �1Cs'�C o v�KTue,�,ut9 15J'/�G�-' �/ SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 • Seattle - WA 98121 Office: 206 -,4q3 - 6212 Fax: 206.443.4870 M,e ec- i l/2l/o� Project Date 11691-ce-1Z Proj. No. Design s, Sheet/t G,/-/gF a 0 r upe < t79Cq,�� ��� — Z%3�1o��) f- ► 8(�' ��r 6 p a'G uo7C,�7 w/rte f yP,; e,, r, �31 P, V; v �3i3 3 %mss ME SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206 -14,43 - 6212 Fax: 206-443 -14870 Project Date ' Proj. No. Design Sheet �J�...Ce ✓fit, l7?l�c1`. Vf b47 Ir ,e 2 G Pte! �a47) s tv 4b w=3b(7)=7G>P4,/ -" �A17- Ve. 7 3 2 �7, CS I A a W, r— 0A/V ?,516 Wr, :::/,&,y(q,6-717cF Project rMSWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue -Suite 100 • Seattle • WA 9812 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 932 Broadway • Tacoma • WA 98402 Tel: 253.284.9470 Fax: 253.284.9471 Date 1 -o -77 �.v Proj. No. ^Design Sheet 61 cup Mcl<ee ADU Umatilla Hill Port Townsend, WA P4. PLAN DETAILS 04.100 Trim of Adjacent Doors and Windows [)4.105 Flush Window Jamb 1)5. FOUNDATION/FRAMING DETAIL5 D5.410 Typ 513b Foundation with insulation 05.800 Advanced Framing 1 1)5.801 Advanced Framing 2 1)6. ROOF FRAMING DETAIL5 1)6.100 Eave 06.130 Barge Trim 06.500 Ridge P7. EXTERIOR DETAIL5 [)7.120 Lap Siding D7.210 Typical Exterior Trim 07.256 Gable End Detail D7.510 Porch Post to Beam D9. INTERIOR DETAIL5 [)9.100 Typ Interior Trim 09.220 Kitchen Cupboard } 6430Fi' °GISTEFED IA 'TELT / KUW� ALA 5TAT� Cf R ECEo U EP F E B - 9 2009 CITY OF PORT TOWNSEND DSD Project Manual Contents: 1. Architectural Details 2. Shear Schedule & Structural Details 3. Structural Notes ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: ross(a rosschapin.com 4. 1/2' trir 00 of do( Door Window Trim of Adjacent Doors and Windows 0 6" 12" 24" RCH ITECTS Langley, Washington 9826o Em: inquiry@rosschapin.com FIuoh Window Jamb 9 0i Q 6" 12" 24" RCH ITECTS Langley, Washington 9826o Em: inquiry(a rosschapin.com • anchor bolts and - holddown5 per plan 2x6 P.T. Sill over Sill Seal thermal break flooring per plans 4" min concrete slab per foundation plan \ 2" of clean, moist, coarse Sand over 2" (R10) rigid insulation ✓ 6 mil polyethylene vapor barrier 4" capillary break layer of clean, free - draining, coarse sand or fine gravel that N has less than 5 passing the no. 2 sieve undisturbed soil or _ tested compacted fill see structural detail for structural callouts damp -proofing; —� if high water table or other severe soil/water conditions exist and if slab is below outside grade, use water -proofing All fasteners into pressure treated wood shall be galv. or stainless steel 51ab Insulation 0 6" 12" 24" r• 5'' 6q-�L��5 0 ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (360) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com • While single tap plates can be used successfully with careful planning, most builders retain the double top plate. Eliminating trimmers and cripples double surds bysupperting header with metal training connector or "header hanger" (Simpson HH6) (3)164 Dome Br header is let in the king stud. The least material is used: no tutting strips are needed fornaAieg, no trimmers arae needed to suppad UN header. Trimmers, cripples, and double sills are not generally needed for the structural integrity of a house unless large loads or long spans are re- quired- (Large loads would be present in a 3 -story building, excessive snow load. or other unusual air umstarl s.) In advanced framing, headers are supported by a metal framing connector or a notched Zig stud. The size of a header is determined by the span, and short spans, such as those over doors, can often be met with a single 2x header. Builders may consider eliminating headers in exterior and walls that are spanned by gable -end trusses, since no roof load is carried by the wall. Advanced Framing Not to Scale pouble sill and cripples eiimhrated, since window is supported by nailing flanges, not by the SIh? Insulated headers over olindows and doors A bit header in an, exterior wail is almost never required structurally in single family construction — and rarely in multifamily construction. Several approaches to insulated headers have gained acceptance with the building community and approval from code officials. Advanced framing uses insulated headers and attaches them to the wail m ways that use the minimum framing neces- sary to support structural loads. The most common insulated headers are the solid header and the sandwich header_ Scfidheader has two inches of dom louts Insuiatioe inside or outside the 4Y header. A AWed two Inca toting strip ars not2x8 placed below the header provides a nailing surface for drywall ands sattdwttb heeler bas P`io21/1"a/�id Bram inseiafien between lirtnaterial: LOY spikes are needed to Dalt fie asseaw together. same builders prfeter to nail me in Wm ofFitmaterialIWHWMWlid the bast oD the Inside as In the solid header. ROSS CHAPIN ARCH ITECTS Post Office [lox 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry(a)rosschapin.com • Jervo aaun sulerei uaea a ai1191e stud an one wall and two studs in au "L" on the other wall to provide drywall hacking. Advanced Framing Not to Scale L� Interior partitions In conventional framing, a three stud channel is often used to connect interior partitions with exterior walls. In the process, an uninsulated void is boxed into the wall at each partition. The extra studs are not needed structurally but serve as backing for drywall. Three alternate methods are available for making these intersections while leaving space and access for installing insulation in the exterior wall. Of the three methods, the one -stud inter- section allows the most room for insulation. Three options for partition wall connections rb bad" of a ntltlon wall es backhm wall. ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com a 0 • w Eave Detail 0 6" 12" 24" Metal H-olio5 at horiz. Sheathing paneljoint5, typ. Air vent baffle maintain min. cont. 1" air 5oace 2x blocking 8d @ 6" o.c. Screened bird blocking 5im mon Ht hurricane tie 6 each rafter or tru55, typical Mewl drip edge Twin Gutter 1x4 fascia panel w/ 4" grooves at. eave (where exposed) Rafters or tru55 per plan, Cut tails to 5 1/2" @ eave 5/4 x 2 trim Siding per Elevations ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com • 2 1/2" 1/2" cedar keystone 1x applied overjoint comp roofing 1x2 trim — 1x4 trim ---- 2x8 trim —� verge trim 11/2" -11/2" cornerboard -' 11/2" J panel w/ 4" grooves perpendicular to gable end wall @ eaves use 5/8" roofing nails @overhangs ELEVATION typ. O.G. notch rafter to receive outrigger 1x4 fascia behind nail ea. rafter w/ (2) 16d extend roofing tab to (2) 16d cover ends of trim flashing'' 7 Jl)) 1x2trim 2x3 blocking r 1x4 trimi (extend 11/2" beyond r 2x8 barge end of verge trim) 2x6 outrigger @ 48" oc ` 2x8 verge trim connection per blocking @ 48" O.C. w/ shear schedule (5) 8d sheathing to block per roof framing plan (3) 16d rafter to block @ ea. end (2) 16d toe nail to top plate Barge Trim Detail SECTION v -notch for venting 0 6" 12" 24" ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street . Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com w roofing ridge cap 12" length Solid blocking _ centered on every other rafter w/ (5) 16d to beam. Nail sheathing each Side of ridge to blocking w/ (4)8d Cor a Vent V-600 continuous ridge vent roof 5hingle5 o/ felt paper rafters & roof Sheathing per plan ridge beam per plan L5U hanger roofing rick Cor -a -Vent continuoue tru5se5 & Sheathing L5TA24 @ 48" o.c.- MDF trim around ridge beam, painted w 0 t condition if ridge beam /,,— hold Sheathing down from ridge air vent opening condition if truss Ridge 0 6" 12" 24" ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiryPa rosschapin.com r PLAN SECTION x 6 corner trim 5" reveal 4 x 6 corner trim �h 3/5" rabbet i" gap, typ: caulk. sidirg per elevation-___ ather proof barrier ace, 1/2 Sheathing Stem wall �— w 'framing typical U.O.N. 'See elevations for Siding reveal parerns finish g 5ECTION Lap Siding Detail O 6" 12" 24" • r 5iding per elevation 2x6 head casing w/ Z -flashing, typ. 5/4x6 leg casing 2x3 Sill w degree c� drip kerf no apron 5iding below Tvv. Exterior Door & Window Trim NT5 0 0 r • F� m Gable End Detail (NOT TO SCALE) siding per plan flashing 2x3 w/ 15° bevel @ house side w/ drip kerf 1x6 trim board 3/4" 5/16" fibercement board ROSS CHAPIN ARCHITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com flashing over exposed beam A34 0 ea. rafter (8) T8x 1-1/4" 5crevr5 typical each joist no blocking Porch Po of to beam 0 6" 12" 24" ROSS CHAPIN ARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com Typical Trim U.N.O.10 Stand alone windows 1/2,"x 21/2" crown mould, typ 3/4" X 41/2" head casing 1/2" overhang When Battens are called out: 1/2" X 31/2" leg casing 1/2" x 1 1/2 battens 1' Sill extension 1/2" x 31/2" stool ^'�f .. �1 '- • frim at Base i 1/2" leg casing ILL 411 x 71/4" plinth 1/L A ->-1/2" base Typ. Interior Trim AITG Windows/Doors under running trim Same a5 Stand alone window trim except for: 3/4" X 31/2" MDF, running trim, painted, typ. /,-- 3/8" filler material, painted ROSS CHAPINARCH ITECTS Post Office Box 230 • 195 Second Street . Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com verify with plan - Size may vary, plan Size overrides 22" Kitchen Cupboard 0"MM6MMEMMi MI O 12" 24" 481, 1" top wl ogee edge '51haker' style door, painted flush w side panels 2 shelves (adjustable) 1" sides, painted wood 1/8" radius softened edges under cabinet light 3/4 x 41/2" shelf see full Scale Cabinet Brace Template cupboard rester on running counter trim ROSS CHAPINARCH ITECTS Post Office Box 230 • 195 Second Street • Langley, Washington 9826o Ph: (36o) 221 2373 • Fx: (36o) 221 8603 • Em: inquiry@rosschapin.com a 0 C TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Reference 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 sh6athing 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 shall 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 Wall 12 Wall* Wall- Slabs Option Area10: Door 9 Ceilingz Vaulted Above int' ext° Floors on % of Floor Vertical Overhead" U -Factor Ceiling Grade Below Below Grade Grade Grade 1. 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 R-10 R-30 R-10 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 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-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 Reference 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 sh6athing 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 shall 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. s T Unit Development Ac lent (PUDA) I I��III IIII IIIII�I VIII III III VIII IIII IIII wv of7 2 04/10/2003 11:20A �amatilla Hill Jefferson County, WA N ORHOOD OF UMIT AGR 30.00 LUP-01-121; LUP03-030 Page 4 Overall project: A. The underlying zoning of the subject site is Medium Density Single -Family (R -II). Consistent with the 1996 Port Townsend Comprehensive Plan, the Port Townsend Municipal Code (PTMC) establishes the R -II district to provide for 5,000 -square -foot minimum lot sizes, or eight lots per block (PTMC 17.16.010.13.2). In Block 1, this proposal meets that lot size requirement by creating 10 lots averaging 6,990 square feet. As authorized by PTMC 17.32.060.B.1, excess lot size in Block 1 is averaged with Block 2 so that the lot size requirement is met in Block 2 despite 5 single family lots averaging only 4,582 square feet fronting on Jackman Street and 10 condominium cottages on a 39,010.9 -square -foot condominium area. No density bonus was required. The application meets all other requirements of PTMC 17.32.060: Innovative Residential Development, including the requirement that no lot may be smaller than 3,0000 square feet. B. Structural setbacks for each lot shall be as set forth below. Block Lot # North South East West Deviation from standard 1 1 throw 10 5' S' S' S' (5' on alley and street r-o-w's) 2 1 throw -5` -5'-- -5'- O'(alle) 5 (0' on alley; 5' on street r-o-w's) 6 (condo) 1' S' 15' ** 0' (alley) (0' on alley; P or 5' on street r-o-w's NOTES: 1. Lot S, Block 1 has a 20 foot access and utility easement on its western boundaryfor the benefit of Lot 4. It also has a S- foot public pedestrian access easement on its southern boundary. 2. Lot 6, Block I has a 5 -foot public pedestrian access easement on its northern boundary. 3. Lots 2 and 3, Block 2, each have a S foot public pedestrian easement along their common boundary. 4. All condominiums and community buildings shall be a minimum of 10 feet from one another as measured from outside walls. ** The 1 S' eastern setback on the condominium lot, designed to accommodate stormwater and to provide more buffering from neighboring residential development, may be reduced to 10' only if a primarily solid fence (up to 6' high) or existing or new landscaping provides visual screening at the project boundary and only if the Public Works Director is satisfied that stormwater management objectives can be accomplished within a 10 foot setback. C. Other development condition modifications d Unit Development Aefy ment (PUDA) --timatilla Hill LUP-01-121; LUP03-030 Page 5 Block 1, Lots I — 10: 1111111 IIIII IIIIiII lllli (ll i!'! ! , IIII III Iilll 1111 till Tvvj Ja Paas: 6 or 12 03 Jefferson County, WA N rIBORH00D OF UMIT AGR10/30,0011'20A Lots 2 and 3, Block 1 may have improved direct frontage only on a public alley so that the 30'h Street right-of-way, designated on the Non -Motorized plan to be protected, can remain unopened. Holcomb Street north of its intersection with the above alley may remain gravel, since that portion of Holcomb Street serves only one house that also may be accessed from the paved alley described above. Block 2, Lots 1 -5 and Block 2 Lot 6 (condominium parcel) ■ Ten on -street parking spaces located on the north side of 29a` Street are counted towards the 20 parking spaces required for the 10 condominium units. ■ The maximum building height for any structure on Lot 6, Block 2 shall be 25 feet, as measured from existing grade to the highest point of the roof. ■ No Accessory Dwelling Units are permitted on any lot of Block 2. D. Impervious surface may be 50% on the eastern block and less than 40% on the western block. At the time of building permit application for any lot on Block 1, the applicant must provide evidence that the development will be in conformance to the City's Engineering Design Standards (EDS) in effect at time of application if impervious surfaces exceeding 40% are proposed. Except as noted above, all other bulk and dimensional requirements of the underlying R -II zone as set forth in PTMC Table 17.16.030 shall be met by the proposed development. 8. A building permit shall be applied for and obtained prior to any construction. 9. To mitigate potential lighting impacts to adjacent properties,.all streetlights installed at the time of approval or thereafter shall be hooded or shielded and pointed downward to minimize potential impacts to adjacent properties, and must be approved by the City. 10. If the developer or Homeowners' Association proposes to add signage for the development, it will be necessary to obtain a sign permit pursuant to the City's sign regulations in effect at the time of application. 11. During construction, the Developer shall adhere to all conditions as set forth in the associated SEPA MDNS and the preliminary PUD approval regarding earth disturbance during dry weather, disposal of construction debris, emergency spill and cleanup procedures, equipment muffling, underground placement of utilities and discovery of archeological resources. A copy of these conditions shall be given to and read by the Parcel Details Page 1 of 2 997501010 ......... _........... ___........ Parcel Number: 997501010 Owner Mailing Address: KAREN MC KEE 762 29TH ST PORT TOWNSEND WA983686138 Site Address: 762 29TH ST PORT TOWNSEND 98368 Section: 3 School District: Port Townsend (50) Qtr Section: SE1/4 Fre Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: UMATILLA HILL Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: UMATILLA HILL I BLK 1 LOT 10 1 1 Click on photo for larger image. No Photo Available No 2nd Photo Available Printer Friendly_ No Permit Data Assessor Bldg Data ax A V sales Info Map Parcel Plats & Surveys Available e 0t5Q0 0U01jC'V1' IP€CCO • • • • m._ Gest viewed with Microsoft Internet Explorer 6.0 or later Windo,r4s - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 2/11/2009 .-... _ .Ja _ _. Public Trail Surface 3Gtl r I R. 1 l z 9"' - i_f °•LEx e:,"]� .+Ee _y^j, I a`i'ls ��ii.;s �.. � ii k�:: -,s� I {`�! ' £�fLh*>; '�'-ate °-. xNV Lot 4 Lot 1 I Lot 2 Lot 3 _ _ _ _ _ _' 1Tj ( i 'p3.. '01T I Lot 5 I driveway, and utility---` easement ff," ,g - 10' easement for 7 _.M1 -P17 estrian walkway a i - � '"'�� � ed wa , 411 Alley BLOCK 1 - mailboxes p V _.. — 251) Y RK �Ah Lot 6 " Lot 10 1 Lot 9 1 Lot 8 p JI 19 IP MW a �`i',�af.�-z* r �t�, r.. �� � s `.. `k{ "'.� �.. ��' �., I 12•— I $ie � s I I . ME 701 20' y Lot 7 5' setback, typical at block_1LL L -- — - — - 1-2 f v concrete sidewalk ty a o fire hydrant - i Private yard (C1-00) Note: building layouts for — - — Lot lines 51te Plan individual lots are Shown for 5ca1e Setback lines only and are not the fina' design Easement lines 0 15' NY 60, mixed forest ..... . - __ ._.... Way fire h Brant Det Street i -r-- ane \� ) o, - C3 10' Setback-� u �x I S Y U � 1 3 i v � � ft a t � � x4iutf9a*�.. ,sr i 1 29thStreet........ - _ _ _._ �. - , ......... _ ............ _ Neighborhood of ROSS CHAPIN ARCHITECTS Umatilla Hill •' m Post Office Box 23o • 195 Second Street • Langley, Washington 9826o Port Townsend, ►r A r Ph: (360) zzl 2373 • Fx: (360) 221 8603 • Em: rchapin@whidbey.com r a 0 76 16"P 14 O Tl0.Z� r \ C 15\ 200 s/02— 5 <��, 3002� 12 13 14 GISE 7S \ 6A� "\H;1' 19 V 16_ 5 �6 7 i 8 \9, 10 11 co H-541 v 17 /3 2 1 \ __ll 1 5 4 3 2 v� �1 1�\�8 4 �\ `N O 7 2�8 5 \ �-, ^ k H- 1 a 5 t ® C7 8 PVC C ` � Z2 6 2 I 10 9 8 9 10 �I 6 7 8 9 10� H- r 8 ao' 1 7 6 G 12 f U _ f C1 N o -T—II C7Go/r C I� C7D / 8P tC� 3 2 1 f /IW7 3 2 1 a Ii 90 5 TAX t I L 4 2 80 15 co i I II P9 _ NLG) 1=. I 4� t I�—' 1 1�� - oj 9 � I c �t �d- V l� '� !� � 110 P 7 8 9 } 2 $� IBII— ( { 7 � � q 7 - , C12 �8 AC C11, — S 8 ACS 110 C 12 - 224j X12—---�Ha� in. g —,) �_Q ____ 12?C@ _ C)'-� 12 AC ® ® H -22y 6B (�� 11-7- — � ��--i U 0 Parcel Details • 0 Pagel of 2 Weatf�er Sfat�on.�- Parcel Number: 997501010 Parcel Number: 997501010 Owner Mailing Address: KAREN MC KEE 762 29TH ST PORT TOWNSEND WA983686138 Site Address: 762 29TH ST PORT TOWNSEND 98368 Section: 3 School District: Port Townsend (50) Qtr Section: SEI/4 Fre Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: UMATILLA HILL Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: UMATILLA HILL I BLK 1 LOT 10 1 1 1 Click on photo for larger image. No No 2nd Photo Photo Available Available Printer Friendly No Permit Data Assessor Bldg Data Tax, A/V, Sales Info Map Parcel Plats & Surveys Available �= �(iers" foun11 t d €tib T ffI • • • Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac llttp://www.co-*efferson.wa.us/assessors/parcel/parceldetail.asp 2/9/2009 City of Port Townsend • TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R -I R -II R -III R -IV MAXIMUM HOUSING 4 dwelling units (Multiple 8 dwelling units (Multiple 16 units per 40,000 sf 24 units per 40,000 sf DENSITY (units per dwelling units on a single lot dwelling units on a single lot of lot area of lot area 40,000 square foot area) must be contained within a must be contained within a single structure, except: a single structure, except: a permitted accessory dwelling permitted accessory dwelling unit (ADU) may be unit (ADU) may be established in a separate established in a separate building if allowed by building if allowed by 17.16.020 PTMC) 17.16.020 PTMC) 10,000 sf of lot area per unit 5,000 sf of lot area per unit MINIMUM AVERAGE 10 units where a parcel 15 units HOUSING DENSITY and/or contiguous parcels (units per 40,000 square under single ownership foot area) are 12,000 square -feet in size or greater MAXIMUM NUMBER 4 (Note: limited structures 4 (Note: limited structures No limit No limit OF DWELLING UNITS with more than 4 dwellings with more than 4 dwellings IN ANY ONE per structure may be permitted per structure may be STRUCTURE through the PUD process, see permitted through the PUD Chapter 17.32 PTMC.) process, see Chapter 17.32 PTMC. MINIMUM LOT SIZE 10,000 sf = single-family 5,000 sf = single-family 3,000 sq ft = single-family detached detached detached; 5,000 sf = single-family attached (duplex); 7,500 sf = single-family attached (triplex); and 10,000 sf = multi -family' MINIMUM LOT 50' 50' 30' except: 100'= WIDTH multifamily MINIMUM FRONT 20' except: 10' except 20 feet for 20' except: 20' except; YARD SETBACKS 50'= bams and agricultural garages with vehicle access 10' w/side or rear 10' w/side or rear buildings facing a street right-of-way parking/garages; garages parking; no setback for and 50'=barns and with vehicle access facing multifamily structures agricultural buildings a street right-of-way must located within 200 feet be setback 20'; no setback of an abutting mixed use for multifamily structures zoning district located within 200 feet of an abutting mixed use zoning district MINIMUM REAR 20' except: 10' except: 10' except: 15' except: YARD SETBACKS 50' = barns and agricultural 100' = barns and agricultural no setback for multifamily 20' if directly abutting buildings, and 100' if abutting buildings structures located within an R -I or R -II district; no a R -II, R -III, or 200 feet of an abutting setback for multifamily R -IV zoning district mixed use zoning district structures located within 200 feet of an abutting mixed use zoning district MINIMUM SIDE 5' except: 5' except: 5' except: 15' except: YARD SETBACKS 10'= abutting a street r -o -w; 10'= abutting a street r -o -w; 10'= along a street r -o -w; 20' if directly abutting 20 feet for garages with 20 feet for garages with 20 feet for garages with an R-1 or vehicle access facing a street vehicle access facing a street vehicle access facing a R-11 district; no setback right-of-way and 50' barns right-of-way and 100'= street right-of-way and no for multifamily and agricultural buildings and barns and agricultural setback for multifamily structures located within 100' if abutting a R -A, R -III, buildings structures located within 200 feet of an abutting or R -IV zoning district 200 feet of an abutting mixed use zoning district mixed use zoning district ' In order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 40,000 square -feet unless said lots are reserved for multi -family dwellings. P: IDSDWormslBuilding Formskinformation-Table 17.16.030 Res Zoning Districis.doc Page 1 of 2 08/18/08 OVER City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements Table continued from Page 1 DISTRICT R -I R-11 R-1II R -1V MAXIMUM 30' 30' 35' 35' BUILDING HEIGHT MAXIMUM LOT 25% 35% except 40% where an 45% 50% COVERAGE ADU is included on the lot MAXIMUM FENCE Front --4'; Side=8'; Side Front=4'; Side=8'; Side Front --4'; Side=8'; Side Front=4';Side=8'; HEIGHT* abutting a public right-of-way abutting a public right -of- abutting a public right -of- Side abutting a public =4'; rear ---8' way = 4'; rear -8' way =4'; rear --8' right-of-way =4'; rear --8' • NOTE: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; refer to Chapter 17.68 PTMC, Fences, Walls, Arbors, and Hedges for specific requirements. (Ord. 2967 3 4.2.2008; Ord. 2939 33 1,2, 2007; Ord. 2913 3 2, 2005; Ord. 2925 3 4, 2003; Ord. 2782 3 4, 2001; Ord. 2716 3 4.3, 1999; Ord. 2700 3 11, 1999; Ord, 2571 3 2, 1997). P: OSDIFormslBuilding Formsllnformation-Table 17. 16.030 Res Zoning Districts.doc Page 2 of 2 08/18/08 BLD09-021 CHECK 997501010 Plan Review Fee 797 Total $ 150.00 $150.00 Receipt Number: $150.00 $150.00 Total: $150.00 $0.00 genpmtrreceipts Page 1 of 1 OF pOHT Tod u �? Receipt Number: 09-0255' } .s.,�.I BLD09-021 997501010 Building Permit Fee $573.05 $573.05 $0.00 BLD09-021 997501010 Energy Code Fee - New Single Family $100.00 $100.00 $0.00 BLD09-021 997501010 Mechanical Permit Fee per Dwelling U $150.00 $150.00 $0.00 BLD09-021 997501010 Plan Review Fee $372.48 $222.48 $0.00 BLD09-021 997501010 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD09-021 997501010 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-021 997501010 Technology Fee for Building Permit $11.46 $11.46 $0.00 BLD09-021 997501010 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,221.49 09-0073 02/09/2009 Plan Review Fee $150.00 BLD09-021 CHECK 1052 $ 1,221.49 Total: $1,221.49 genpmtrreceipts Page 1 of 1 O� g0RT ro y� City of Port Townse Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 MC KEE KAREN R 762 29TH ST PORT TOWNSEND WA 98368-6138 Application No BLD09-021 Project: ADU Application Type Residential - Accessory Dwelling Unit Parcel # 997501010 Subdivision: UMATILLA HILL Block/Lot Site Address: 762 29TH ST Description Fee Amount Paid/Credit Balance Due Building Permit Fee $573.05 $0.00 $573.05 Energy Code Fee - New Single Family Unit $100.00 $0.00 $100.00 Mechanical Permit Fee per Dwelling Unit - $150.00 $0.00 $150.00 New Residential Plan Review Fee $372.48 $150.00 $222.48 Plumbing Permit Fee per Dwelling Unit - $150.00 $0.00 $150.00 New Residential State Building Code Council Fee $4.50 $0.00 $4.50 Technology Fee for Building Permit $11.46 $0.00 $11.46 Record Retention Fee for Building Permit $10.00 $0.00 $10.00 Total Fee Amount: $1371.49 Total Paid/Credits: $150.00 Balance Due: 1$1221.4 Payment due Within 30 days Invoice Date: 20 -MAR -09 Invoice # 770 J/91/ -69/0 o /� � so ��T917 sG Page 1