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BLD10-218
CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 948304203 ADDRESS 1929 HILL STREET PERMIT NO. BLD10-218 ISSUED DATE 02/03/2011 EXPIRATION DATE 08/02/2011 OCCUPANT LOAD CONSTRUCTION TYPE V-B OWNER SKIDMORE VINCENT C PROJECT DESCRIPTION Studio / Boat Shed / Office CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP_ DATE COMMENT pce | INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN Ls Pee site Bal | Na Wlekaalats lis, See res: Tene caveat FOOTING wn | Vo/ pee \ —? deted U-Z23- (6 au FOUNDATION WALL _| (ware [€A% fe Bbinesve SLAB MMA Zz. ic URer in We 4/ 6/ Me 7 FLOOR FRAMING aL}, |%,/_, | Pet Under Slab heat {ee B10 wat Wie/ pit Vale inisel, R-10 we Y FRAMING wt fy Under Glal- i c “lai PLUMBING me [44/4 Coking, Denier $-4- ( wer PLUMBING WTR PIPIN. | (7 FAA Rea Mod Zig 4 wit) € Sup: MECHANICAL SHEAR WALL | Frama tresess Sas¢. §-13-( 2. mie INSULATION Sly | Oh | Lilbewra/ Sheil vb -Rai/ Cetling Bor / Fin 30/ Avasad GWB of 4b Zz . ROOF NAILING SUB UF Nmeineg evens 4.22 5 Méb- FINAL PUBLIC WORK FINAL BLDG./C OF O TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. yp - 774 1818 City of Port Townsend Development Services Department Correction Notice PERMITNUMBER __ £62 0 /O- 2/8 OWNER SUM merge JOBLOCATION _ [9 2 Kel / Inspection of this structure has found the following violations: ZL Krvekera onguletion the fl [. Cover WA L an 4 VEY See aaxk aaa bie Leama You are hereby notified that no more work shall be done upon the above violations are corrected, unless noted otherwi been made, call for inspection. Date V7U Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 se premises until corrections hav: 4 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE - C3 T Y ' O F PO R T TO W N S E N D . 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Fes A ES Drive — Tag eae on CITY OF PORT TOWNSEND’ BLDG PERMIT ACTIVITY LOG PERMIT # (Cb IO- DI’ DATE RECEIVED \\- !S- LO SCOPE OF WORK: Studio | Bat Shea | office. 4z4_ Will SE DATE ACTION INITIALS (\-1G—Lo | ENTERED INTO CHET MAW —~\&—1tQ | CHECKED FOR COMPLETENESS Mu) Plan Review # Bedroom(s) = # Bath(s) = Heat Type: U-tS [Byouayy 19a Checic, for eSimate.. RYuUYned 40 Ac NW Witt We OCUWeV Maid BSd depoam, US [Needs Fo Sian ousney [Lon-hau Sineet- IGSE F . Woche a2 W-14-10 | LIM Pad Icoase rei) ost. CoA EET >\exkormeway in LOK g- or 7K on ther poo. next Rerote (te Prop, ling =)e has MW Cocner in ole. W-4.0-70\ 2 KDESE VALD 4 S0 CAEN LE QUEL FF [-{2-({ Ua Eved Muy mer ol ou\ anse vee ENCE ZIG Wek 2-2-\K Plow Keslew CRG 0 Wal SEPTIC? Ko: Dow? need a Leave Cav 4.YLO— Z. Durem asst {a Row?) Hy uso 1 1940 bul}. Zoning: Rip: Setbacks OK? Yo AY Lot Size: ‘20,000 w/ bot, parcels: Building Size: Aarape: Tvs lpnpe: (3 Lot Coverage: “YG FAR OK? ue Height OK? gh uo = Parking OK? {Hb ae. cian | Noempm | PAC UAY DENG Impervious Surface limits 19.05.050D4(a) Port Townsend, WA Shorelines No) iam, 360.385.0221 ml Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? ) Lots of Record? _—— - 1) ae ae lla , ) [Ly , eye i , \{9 g) Cakdeo | wr. | t€ re Coed | r | MAT d (gn # al dot Va i, me‘li Vy; Oo; * u | \ t-(~ he , | L \ er "die T (> | : \ MCV) + tae in ! ' 7 - “= ef \ ; ( O(N. A Inf E } AN : loole for it) +" bas iy oll Brine M- LE he Od | % | ALO) +6 al Coy L (deg t Aud: tor S of (ave. P:\DSD\Forms\General Use Fong tivity Log Bldg Permit.doc July 12, 2010 City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 Revision # 2 OWNER: K (DMA RE SITE ADDRESS:_/9 2.9 Wit St REVISION TO BUILDING PERMIT #.{) /J)/0—2 Pat Total Value of Revision: $ Impervious Surface Change? ( Yes XXNo Revisions require 2 sets of plans and a written scope of work that fully describes the proposed change plus any additional information that will be of assistance inissuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: > PRACSP i wh) ds Pes LS "lla Anat) oe TIMER 7) eu sSeSs = ¢ DVEATIONRD S fe TRE ICAL FRAMEIND. Beyiste) Breincee ne, Wer) CALC MAT CONS Sie... Taoutned pAce a Dtawdéders SS Vb wr Hed f es Ke-locpefe Fecth rome | et AL Mec Febeverrcs \3S Zo)2 Applicant Signature Date OFFICE USE ONLY: Submittal date: 2/ 13 / Z Two sets of plans for revision: Approval of engineer of record (if original plans engineered): 0 Yes 0 NoO NA P:\DSD\Department Forms\Building Forms\Application-Revision.doc City of Port Townsend MAR we 2011 Development Services Department 250 Madison Street, Suite 3 CITY OF PORT TOWNSEND race DSD 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # GL). 10 -Z1¢ Revision #__| SITE ADDRESS: {424 Ll wi Total Value of Revision: $ @ LEE, SV Impervious Surface Change? Kno No Revisions require 2 sets of plans and a written scope of work that fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: 0 losepiste Ga Ke Appli icant ‘Signature OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): 0 Yes 0 No 0 NA P:\DSD\Department Forms\Building Forms\Application-Revision.doc BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-218 Permit Type Residential - Accessory Structure Project Name Studio / Boat Shed / Office Site Address 1929 HILL STREET Parcel # 948304203, 948304201 Project Description Studio / Boat Shed / Office Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Skidmore Vincent C Owner Skidmore Vincent C Representative Kaase Paul (360) 385-0221 Contractor Owner Builder O- STATE exempt 12/31/2011 Fee Information Project Details Project Valuation $100,000.00 Entered Bid Valuation 100,000 DOLL PLAN REVIEW REFUND 150 -150.00 Units: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B Building Permit Fee 993.75 Bathrooms: 1 Occupancy Type: Plan Review Fee 645.94 Technology Fee for Building Permit 19.88 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Total Fees $ 1,674.07 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 partjof the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the own Vie the vi ” or Authorized agent of the owner. Print Name Kitoe Date Issued: 02/03/2011 . Issued By: MWAY Signature ? Quis. 7. ~ Date 2 - = - {| Date Expires: 08/02/2011 \Z 4 Michael Hoskins From: paul kaase [PABLO_13@q.com] Sent: Friday, December 31, 2010 3:29 PM To: Michael Hoskins Subject: Re: SKIDMORE PROJECT Mike......l recieved your e-mail of Dec. 27th....2 things........ 1...the address you have on your note as to the place the project will be built is wrong ...the address is 1929 Hill Street, P.T.....not 4556 McNeil Street, P.T. 2...1 have given you the lateral and structural engineering you requested, including the calculation sheets as done by Kirk Boike If there are any further questions or needs, I will be happy to provide or answer them if I can........ Paul Kaase 360.385.0221 On Dec 27, 2010, at 4:59 PM, Michael Hoskins wrote: <image002.jpg>City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 (360) 379-5095 FAX (360) 344-3057 VINCENT SKIDMORE Dec. 27, 2010 SUSAN A. SKIDMORE IN ORDER FOR ME TO COMPLETE MY BUILDING CODE REVIEW OF YOUR PROPOSED STUDIO/BOAT SHED/OFFICE BUILDING TO BE LOCATED AT 4556 MCNEIL, PORT TOWNSEND, I WILL NEED TO FOLLOWING ITEM(S). 1. FULL LATERAL AND STRUCTURAL(GRAVITY) ENGINEERING FOR THIS STRUCTURE BY A WASHINGTON STATE LICENCED ENGINEER OR ARCHITECT. PLEASE INCLUDE CALCULATION SHEETS. PORT TOWNSEND DESIGN CRITERIA ARE AS FOLLOWS; -WIND LOAD 85 MPH -WIND EXPOSURE (SITE SPECIFIC) B-C-D -SEISMIC DESIGN CATEGORY D-1 -MIN. SOIL BEARING 1,500 PSI -SNOW ROOF LOAD 25 PSF IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CALL ME AT 379-4417, OR mhoskins@cityofpt.wa MICHAEL HOSKINS Plans examiner/building inspector we A> y City of Port Townsend oo Development Services Department CK 250 Madison Street, Suite 3 y Port Townsend WA 98368 (360) 379-5095 FAX (360) 344-3057 Euuiledl (2-27-10 5 Paul Kame CT MA VINCENT SKIDMORE Dec. 27, 2010 SUSAN A. SKIDMORE IN ORDER FOR ME TO COMPLETE MY BUILDING CODE REVIEW OF YOUR PROPOSED STUDIO/BOAT SHED/OFFIGE. BUILDING TO BE LOCATED At=45S6* satis PORT TOWNSEND, I WILL NEED TQ FOLLOWING ITEM(S). (924 hil Sb, OT 1. FULL LATERAL AND STRUCTURAL(GRAVITY) ENGINEERING FOR THIS STRUCTURE BY A WASHINGTON STATE LICEN@ED ENGINEER OR ARCHITECT. PLEASE INCLUDE CALCULATION SHEETS. PORT TOWNSEND DESIGN CRITERIA ARE AS FOLLOWS; -WIND LOAD 85 MPH -WIND EXPOSURE (SITE SPECIFIC) B-C-D -SEISMIC DESIGN CATEGORY D-1 -MIN. SOIL BEARING 1,500 PSI -SNOW ROOF LOAD 25 PSF IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CALL ME AT 379-4417, OR mhoskins@cityofpt.wa MICHAEL HOSKINS Plans examiner/building inspector we Vitec Ski buesre_ 12/24 Wwilel , 56292 PGS: 3..cOV :04 Pt 2 INCENT SK LDMORE 12/07 12010 eeaty WA pediior's Office - Donna Eldridge. Auditor BAA iin bV RL WE OP wil Development Services City of Port Townsend 250 Madison Street Suite 3 Port Townsend, WA 98368 DECLARATION OF RESTRI (May not be released without Ci Grantors: Vincent Skidmore and Susan A. Skidme Grantee: City of Port Townsend, a Washington m! al cérporation THIS DECLARATION is made and entered thi A Daday of 2010, by (names), hereinafter referred to as "Owne 294] and equitable owner(s) of the real property described herein. 1. Legal Description: property ("the prope as follows: arcel Nurfiber: 948-304-201 ‘on Blovk 42 Lots | through 4 if Volume 2, Page 24, Records of Jefferson County, img Permit Application. The Grantors, owners of the property described pove, have applied for building permit file number BLD10-218 for a detached \dio/boatshed/office to be located next to an existing garage on Lots 7 and 8. The éxisting single-family residence addressed as 1929 Hill Street is located on Lots 1 and 2. =» 556292 rage 2of3 12/07/201002:04 PM 3. Purpose. For purposes of complying with the City's building and zoning codes and ordinances, the subject lots must be bound together as one building tract to meet City of Port Townsend requirements that an accessory structure (the garage/studio/boat shed/office) be located on the same parcel as the principal structure (the single-family residence). 4. Assurance to City. The Owners desire to assure the City that the prope above shall be and remain as one building tract for purposes of improve constructed upon the property. NOW, THEREFORE, in consideration of the benefits derived by this Kestigt e Covenant, the Owners declare, covenant and agree as follows: B. COVENANT 1. Specific Restriction and Covenant. The property des building site, and no lot(s) nor any part thereof shall be tre except together as a single building site. This restrictive she the present or future Owners receive approval ta do so fro eCity of Port Townsend by means of a Lot Line Adjustment or other procedure ified by the City. 2. Covenant Running with the Land. This festr described properties and shall be construed ¢ lant running with the land. eStrictive covenant shall bind and restrict the prs and assigns. 3. Binding upon Successors and Assig: land, the Owner(s), their heirs, grantee is Declaration shall be recorded with the Jefferson County rinstruments of conveyance relating to the property or to this covenant. 4. Recording. Upon its exéon ion Auditor. All contracts and de any part thereof shall centa ements. This Declaration does not modify any requirements 5. Compliance with € ing the use of land or construction of improvements upon lands. of the City's regulations 6. Estoppel. The s by this Declaration specifically estop themselves and all of their assigns dnd all persons presently or hereafter having any interest in the property g-or cqniénding in any manner that this restrictive covenant is not a full and rynning with the land and binding upon the property. - Invalidation of this covenant by judgment or court order shall not affect any of the enants, which shall remain in full force and effect. varranty of Authority. The Owners signing below warrant that they are the sole Owners in Skidmore Restrictive Covenant Page 2 of 3 556292 | 3 of 3 12/07/201002:04 PM fee of the real property described above and are authorized to make this Declaration. 9. Governing Law. This RESTRICTIVE COVENANT shall be governed by state laws. 10. Alternative; Removal. This Restrictive Covenant can only be altered or released by a written, signed agreement by the City Manager of the City of Port Townsend. [fo STATE OF WYOMING ) )ss. COUNTY or Atlus ) ‘ncent Skidmore and Susan A. Skidmore ledged that they signed the same as if ‘Ss mentioned in the instrument. =< OO day of Wh __. 2010. (Print Name) thm Fisher NOTARY PUBLIC in and for the State of Lavamits, Wy $2070 Residing at: My appointment expires 2 2| F-O( > Skidmore Covenant Page 3 of 3 Development Services Residential Building Permit Application Project Address: et \Q29 4 \\ eye Zoning: _K~\) Block: Lot (s): BR i. iy: <7 Parcel#_G4¢9 B04 203 é 20} Legal Description (or Tax#) Addition: E\SE BEIS 42. Project Description: ST Dio /BOAT SHED loeeiee Applicatiéns by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applican t: Name: VWCENST SKINH ORE Address: 1929 I¢{ie st. citylsuzip: PT WA uu P3638 Phone: Email: Contagt/Representative: a Name: PAuL le A A SE Phone: 25-0221 Email: 3 Contractor: \ Same as Owner Name: Z Address: City/StUZip: Phone: Email: State License #: Exp: City Business License #: Buildina Information (square feet): 1" flor ZlIGO Garage: 768 2™ floor. JO4 ~ Carport: 3” floor Other: Basement Unfinished: Decks / Porches Covered: $ iz Uncovered Heat-Type: Finished: 5) Electric Heat Pump Other. Total: #Bedrooms Q #Bathrooms { Size of lot GO,000 Square feet Total Lot Coverage (Building Footprint):* Square feet: B44O %_| 4b Impervious Surface:* Square feet: 1746 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $100 poo ge, What year was the structure built? If work includes demolition, see Page 2. Any known wetlands onthe property? Y ® Any steep slopes (>15%)? Y @ | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associat Print Name: with this. permit will be in accordance with State Laws and the Port Townsend Municipal Code. Signature: Date: { | 5, 2010 Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: OA site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and: layout 4. Holdowns 5. Foundation venting 0 Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing 0 Wall section: 1. Footing size, reinforcement, depth below grade . 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing : 5. Header size and spans. 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ‘ O Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature 0 For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- cs 7 ® ee Te py we oe ” - Hh At e x - BL Y I O - Z1 8 [8 PP o S i t ~ p to ad d oa f th e Sa r e e + ma y be ad d i - dr i v e w a y . Ju s t Th o g ht td Fl e aq 4 ; 2 | ee aR RSS AN SRomMY wn coh a wm Wa t e r Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 50 fe e t *. Us e r re l e a s e s th e Ci t y of Po r t To w n s e n d an d it s em p l o y e e s fr o m an y li ba s e d on us e r ' s us e of ma p in f o r m a t i o n Parcel Details fo. a ff ay Ks AS ig £7 2 she Pe sahtacscateameacanatrce ct >Home County Info: Departments = Search Parcel Number: 948304203 [SEARCH ] Parcel Number: 948304203 Owner Mailing Address: VINCENT SKIDMORE SUSAN A SKIDMORE PO BOX 1685 LARAMIE WY820731685 Site Address: Section: 10 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Printer Friendly Assessor's Land Use Code: 9800 - GARAGES, SHEDS (out-buildings only) Property Description: EISENBEIS ADDITION | BLK427&8]| | Click on photo for larger image. No No 2nd Ey Photo Ei Photo Available Available No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Map Parcel Available ~ ar at Jefferson County Best viewed with Microsoft Internet Explorer 6.0 or later HOME | COUNTY INFO | DEPARTMENTS | SEARCH € Windows - Mac http://www.co.jefferson. wa.us/assessors/parcel/parceldetail.asp Page 1 of 2 11/19/2010 Parcel Details _ © Home - County Info » Search » Departments Parcel Number: 948304201 Parcel Number: 948304201 Owner Mailing Address: VINCENT SKIDMORE SUSAN A SKIDMORE PO BOX 1685 LARAMIE WY820731685 Site Address: 1929 HILL ST PORT TOWNSEND 98368 Section: 10 Qtr Section: NE1/4 Township: 30N Range: 1W Printer Friendly School District: Port Townsend (50) Fire Dist: Port Townsend (8) Tax Status: Taxable Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: EISENBEIS ADDITION | BLK 42 1 TO 4 | Click on photo for larger image. [x] No 2nd Photo Available Plats & Surveys No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info - Available Map Parcel HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp Page 1 of 2 11/19/2010 Receipt Number: BLD10-218 CHECK Notes: 948304203 1034 02/03/2011 PRF-REV $50.00 $50.00 Total: $ 50.00 Total: $50.00 Building Permit Fee $993.75 $50.00 $0.00 11-0049 BLD10-218 10-0899 11/30/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-218 11-0049 02/03/2011 § PLAN REVIEW REFUND 150 -$150.00 BLD10-218 11-0049 02/03/2011 Plan Review Fee $645.94 BLD10-218 11-0049 02/03/2011 Record Retention Fee for Building Permit $10.00 BLD10-218 11-0049 02/03/2011 State Building Code Council Fee $4.50 BLD10-218 11-0049 02/03/2011 Technology Fee for Building Permit $19.88 BLD10-218 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-218 948304203 Plan Review Fee $645.94 $645.94 $0.00 BLD10-218 948304203 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-218 948304203 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-218 948304203 Technology Fee for Building Permit $19.88 $19.88 $0.00 BLD10-218 948304203 Building Permit Fee $993.75 $993.75 $0.00 BLD10-218 948304203 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,524.07 10-0899 11/30/2010 |= PLAN REVIEW DEPOSIT 150 $150.00 BLD10-218 CHECK 6672 $ 1,524.07 Total: $1,524.07 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-218 948304203 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CASH “NIA $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 \cfouus 2 Geams FF FILE copy Kirk Boike ARCHITECT @ 4601 Mason Street @ Port Townsend WA 98368 @ 360 385 6140 2011 architect@surfbest.net The calculations herein comply with the requirements of the 2008 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 detailed. Seismic zone: Snow load: Floor load: Roof load: Exterior deck load: Living roof load: DL (hay storage, if applic.): Wind speed: Wind loading: Weathering probability: Frost line depth: Termite infestation prob.: Decay probability: Winter design Temp.: Concrete strength: Concrete weight: Soil weight: Wood: Shear-wall: Concrete: Air density: Soil bearing: Calculator: Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2012 D1; (see design for additional parameters) 30psf 50psf (10DL+40LL) 40psf (10ODL+30LL) 65psf (DL+LL) © 125psf (where applicable) 12Spsf 100mph, exposure “B” 24psf Moderate 18' Slight to Moderate Slight to Moderate 20 degrees F 2400psi U.O.N. 145#/sq.ft. 100#/sq.ft. P.T. Hem-Fir Sole plate. D. Fir # 2 all structural members (except studs) U.O.N. 15/32” sheathing U.O.N.; 8d nails U.O.N.; double 2x6 sole plate at loads at or above 300#/If; double studs at panel nailing 2” o.c. ; solid 2x_blocking at borizontal panel edges where 2” edge nailing is required. Concrete retaining walls shall not be backfilled prior to a 28 day cure, typical Retaining walls shall not be backfilled without floor & floor- framing completed and anchored to concrete per specification. Max. A.B. spacing: 16” o.c. u.o.n. Backfill material shall consist of course free-drain and dry material with drain tile for moisture removal only. Wet material, toxic waist, clay, sand, iron ore deposits, lead, etc. are strictly forbidden without written authorization of architect and/or building official. Inform architect of special conditions when R.W. is to be over 9' high, 30' in length, or sur charges may occur or exist. 1.0 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Hewlett Packard 12c with RPN data entry Kirk Boike ARCHITECTS LLC @ 4601 Mason St @ PortTownsend WA 98368 @ 360 385 6140 ‘ CONTRAG DIMENSIONS, CONDITIONS, ETC, PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NQIIRIEEED THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESO IVED BY| architect@surfbest.net r E PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME: THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAI ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PUL ZAASS 22 JANUVE?Y ZoOll SKiomore sTURD PACE 1/4 | | | is ar ncn: ae 6 oT FLL SCHEMATIC ® @ PAGS 2/4 ——_ _— | Lp b AMO FLIZ SCH MATIC a GRAD LOW Forte SHEA TOTAL 8 O/LE Ef tie Co 40 (@AbiiXi2) 3108 Bie «(54 . i=] oe (24K 1X12) Al oB S\loD FAL a, 3 (24aXyiXie) 4aLe ALD B12 & BZ |e (2ayiie) 4224 AIA Det © A eS (AVIS) 4420 4220 BAD & B 10/17 = (t4ired(24) Alatm BWe4O B04 SB G 4/40 (2aXioXz4) Ble 2A2B t4e QD p 3 (ZAM10OX1Z) 2880 LO4B, 1500 &~ , 4 (2AY 15X20) 11400 1200 g00, OY 2 (24 10X\e) 2840 B04 \\St/o28 Oy 2 iz/a4 (24X0X20) 48.00 2OLm 792/310 4 be (24\'5X25) 4000 AOD 215 & SHEAR-WALL SCHEDULE @ 15/32" C-C:C-D SHEATHING w/ 8d's @ 6" 0.C. (260) @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4" 0.C. (380) @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 3" 0.C. (490) $Y 15/32" C-C;C-D SHEATHING w/ 8d's @ 2" O.C. (640) (Double plates @ panel edges.) © 1/2" OR 5/8" G.W.B. wi 6d 's @ 6" O.C. HOLD-DOWN SCHEDULE | SIMPSON CMST 14/16 (6490/4585) > SIMPSON HTT22, OR PHD5-SDS3, OR HDUS-SDS2.5 (5250, 4685, 5430) © SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) eé> SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175, 11445) CUSSES ¢ DPDEDIGH BY OTHERS + Pats, B14 7 Tz Ow biare a 5,126"%1Z.0" GLe im 2= |e! P2 le0OO h1= Z4D00 \P 2 ST RUCTUZEL \MGULATIELS FOMMELS PM EILOAL, 3 ear Z- Pogew Senet. _ t Ax BOF 4Z@ AAO. &@eS We BO We bdo "4A 2 leAD lexXiZ De # | PB- POG Pee - Wie (QOOD M= A000 5.128% 1.8" UL 2412) W800 { t FI - FLOOm JOISTS ooh { eA! we be rt=4824 V/= 1208 14" Bel Lo 2.0 @ fle" Ox.G.. VERIEY W/ MAND FACTUICEE _ Fil - Floom JouetTS +. = 8' w),z 2OO We 2100 aeadpe re" a? Bel w= {100 FLOCK. 2844 _Bl- : 4' le \to' #= 7400 Te TTOM TL ia w) = {a4 L Welvoe 4, U Te, + az Tt L ee 1. (4)(1400) -(12 008) + (zo TAOD) = (24) tee Kiet, = Bz 193 pe] =So47A'b 28" KIA VL, sae 5.2 ia Vv _ fie HEaom POE 4/4 i om 4 ) Seite W2ebtto Wtb4seD 4 21>880 6126" 44,0" Ale Ht- HEecem - i eS eb1Ze Me4Z00 lex\> DF#Z Fi- FOOTING UNOSKR TRUSSES © Pe]lD Spee 20" 60" « 7.5" CONG. w/ (4)# A'S Bow. 4 - a F = | . Fe- FOOTING UNDE SHEAC WALL ia T ASCO H=\ll M=7ZB00 Azle y . Ax Bx 4,28" w/ (#4'S@ 4" O10, Hw) (2 LOCA IOHlS FILE COPY —T ss Kirk Boike ARCHITECT @ 4601 Mason Street @ Port Townsend WA 98368 @ 360 385 6140 2010 architect@surfbest.net The calculations herein comply with the requirements of the 2008 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 detailed. Seismic zone: Snow load: Floor load: Roof load: Exterior deck load: Living roof load: DL (hay storage, if applic.): Wind speed: Wind loading: Weathering probability: Frost line depth: Termite infestation prob.: Decay probability: Winter design Temp.: Concrete strength: Wood: Shear-wall: Concrete: Air density: Soil bearing: Calculator: Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2012 D1; (see design for additional parameters) 30psf 50psf (10DL+40LL) 40psf (10DL+30LL) 65psf (DL+LL) 125psf (where applicable) 12Spsf 100mph, exposure “B” 24psf Moderate 18" Ju, Slight to Moderate | Slight to Moderate on nur mi 20 degrees F | 2400psi U.O.N. P.T. Hem-Fir Soie plate. D. Fir # 2 all structural members (except studs) U.O.N. 15/32” sheathing U.O.N.; 8d nails U.O.N.; double 2x6 sole plate at loads at or above 300#/If; double studs at panel nailing 2” o.c. ; solid 2x_blocking at horizontal panel edges where 2” edge nailing is required. Concrete retaining walls shall not be backfilled prior to a 28 day cure, typical Retaining walls shall not be backfilled without floor & floor- framing completed and anchored to concrete per specification. Max. A.B. spacing: 16” 0.c. u.o.n. Backfill material shall consist of course free-drain and dry material with drain tile for moisture removal only. Wet material, toxic waist, clay, sand, iron ore deposits, lead, etc. are strictly forbidden without written authorization of architect and/or building official. Inform architect of special conditions when R.W. is to be over 9' high, 30! in length, or sur charges may occur or exist. 1.0 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Hewlett Packard 12c with RPN data entry Kirk Boike ARCHITECTS LLC @ 4601 Mason St @ PortTownsend WA 98368 @ 360 385 6140 architect@surfbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE, ARCHITECT. 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 on Lacs CONIEAGISES SHALL ACCEPT PULL. RESPONSIBILITY FOR COST TO RECTIFY SAME. oe SI Ape NS Sa a 2)" ee ‘BOLTS @ nue he NSO ets gE ore co 3 z te) me *€ Tae gouTS SScces at ert. _ pane eacERESEEEEE anced Sewer 2 ee Sn ‘ i. és ~ a ean yt ; rs. : 5 A : Ta ~ ? : OS CONGO 1 AO NIK DOIKE ARUMIICUIO LLU @40U1 Mason ol @ FoOrmlownsend WA Y6306 @ 36U 385 6140 architect@surfbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE, ARCHITECT. 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. — ee Orie B1AD. ral “wn 482 Mes Gach a eeericaace BOTTOM. feo =eeey “ReaisteneDt — —— mi ! — . | = i = me coat . L =" vp f a i — ae “5288 oh fete ih WIS TT): = Kirk Boike ARCHITECTS LLC @ 4601 Mason St @ PortTownsend WA 98368 @ 360 385 6140 | architect@surtbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAI ARCHITECT. COR ree ie eee ees RMLs HIE RECON OVER SCALED DIMENSIONS. DIMENSIONS, ANY ““eKiImMone.— et SauueuaEeuestust==" 000.1 "2c. ssusessser Soo fo /. a ropTT rlttitgo | Leb _ ry pa pd : i Lit} oa ae 220° ome wine. ws aso Mea ae : sy id : ft td pi! ee ‘ ; ‘ = ECE eee ee — Foxe ee en Sennaenes = SSR eee ee ae a BERSESE SSSR SEES Chee e 24 21000 Fel SE SSESEEEES Cooce ci Kirk Boike ARCHITEC IS LLC @ 4601 Mason St @ Forliownsend WA YSS06 @ SOU 400 014U architect@surfbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE, ARCHITECT. 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. Po eee 22. JAMUESEY LZoOll oiomors STuacin PACS \/4 8) 2x7 Ne fe EMecOKO ai A 44 BY VE ASHNA a GUd\' & | zs se a t | Z | a | ee ee ee a 1. a @ oT ELIZ SCHEMATIC. 6 @) SHEAR-WALL SCHEDULE @ 15/32" C-C:C-D SHEATHING w/ 84's @ 6" 0.C. (260) @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4" 0.C. (380) ® 15/32" C-C;C-D SHEATHING w/ 8d's @ 3" 0.C. (490) Y} 15/32" C-C;C-D SHEATHING w/ 8d's @ 2" 0.C. (640) (Double plates @ panel edges.) © 1/2" OR 5/8" G.W.B. wi 6d 's @ 6" O.C. HOLD-DOWN SCHEDULE | SIMPSON CMST 14/16 (6490/4585) > SIMPSON HTT22, OR PHDS5-SDS3, OR HDUS-SDS2.5 (5250, 4685, 5430) ¢ SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) eé> SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175, 11445) +4 —T q T- TRUSSES + DPEDIGH BY OTHERS | i | | \ | M | << ™ | | 1%, \ : — | la | | | i & mH | 12 + See © b MNO LIZ SACU MAIO @ GRIO LOW FORE SHEAR TOTAL S/F ow ME o 20 (24Xiii2) BB Blom 15q re) 4 (4X) Abs BoB AL Be 2, a (24 1G) aUgee ALQs 51a Be a lw (t4Y Vo) eee AOA Lled, & A & (7AM 18112) 4820 ABLO Bath © Bs B 10/7 = (ta) (24) Blam BleAO Bos SB & a/ye = (ZAXIOXZ4) TLD PARLE 4 @ b 2, (ZAYI0X12) 2880 LO4B 1 '5to QY r | 4 (24% 15X20) 1100 1200 B00 -—~&%— EE 4 s (24 1OX\4) 2840 20 lo* \\% Lay @ jt/24 (2AX\0X2Zo) 4800 BOLa 160/31 4s 4 DA (2A4\('5X25) 36eCc0 AOD 215 & T2 O2 Bam male 4 | B.ize"s 12,0" CLe ) Pe 2000 P= 24000 O\P 2 ST RUCTUZAL NSAI ROLLS Pt peetan Br mais terreus, me EN AL Stel gegen te [ AXA O47 ZA OW. Ze POs dee fo 3 ws BO Via (pet RAS feo AD PB- POE Peer _ To + 2612) WtBOO WeW000 Ms4000 | Wiz ore! 5.128% 1.3" UL {oo ee RF - FLOOM JOISTS 4 — 8 7 WeEI2ZOB m=4324 14! Bel Uo 2.0 @ le" Oc, VERIFY W/ MAND FECTUIC&E T Be oA FIL - Floot JoeTS - \W/* BBO Mr ABOO t S28 wz LOO W2e=l00O We 2400 |e y ia! Bel Wt= [100 Ble FLOCIM kort E a A! | {te #2: 7400 PMU LIP Le] Cl K i L Ws leos | Q\ az TE tL Ge sf. (4)(1400) «(12 KWo) + (co TACO) = (24) he Kit, = B24 - wee Meseaced |i | 26" K 1A VL, | 53 5 _ PAGE. A/a ml- HEC { voz ile! ws bAO Wi? B440 h4 2 1 BBO BALE" . 9" CL HL- HEC ai aes i io & &' “P2I2Z08 mMzAagoo lex\@ OFFHZ B- FOOTING UNOS TRUSSES { T ZO" K aO” P 7,6" COMG wW/ (4)# A'S ew. | | i _ Fo - FOCTING UNDER. GHEAC WELL © F- 4560 Hell M= 12800 Azle gy | Pi x Qe xX 2,725" w/ (#4 'S@ 4" OC, FW) (2 LOCAST VOR NE ew UU IASUII OL @ FOFLIOWNSENG WA Y8368 @ 360 385 6140 architect@surfbest.net THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE, ARCHITECT. 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. (oo Fee SeunD WALES T <2RB_BOTIOM feo t 3 aaa SOK STUDS TYE re S540-\ REGISTERED | — _VARCHIT 2009 Edition TABLE 6-1 PRESCRIPTIVE REQUIREMENTS” FOR SINGLE-FAMILY RESIDENTIAL CLIMATE ZONE 1 Glazin Glazing U-Factor . Wall? | Walle | Walle Siab® Option | _ Ar ea” Door” | Ceiling? ewe Above Bu Bee Floor® | on % of Floor | Vertical | Overhead'' | U-Factor Grade | below | Below Grade Grade | Grade L 13% 0.34 0.50 0.20 R-49 or R-21 int? | R-21 | R-10 | R-30 | R-10 R-38 adv TB 2 IL* 25% 0.32 0.50 0.20 R-49 or R-21 int?] R-21 | R-10 | R-30 | R-10 R-38 adv TB ? i. Unlimited 0.30 0.50 0.20 R-49 or R-21 int? | R-21 | R-10 | R-30/ | R-10 R-38 adv TB U=0.029| 2’ * 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 or joist vaulted ceilings complying with note 3. ‘Adv’ denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. © 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10 continuous, or on the interior as a framed wall. 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. For slabs inside a foundation wall, the insulation shall be installed to provide a thermal break (TB) between the slab edge and the foundation. Monolithic slabs shall include insulation, installed outside the foundation wall, and shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also include R-10 insulation under the non-load-bearing portions of the slab. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. Reserved. co) 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=0.35 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. Effective July 1, 2010 35 Kirk Boike ARCHITECTS LLC @ 4601 Masen St @ PortTownsend WA98368 @ 360 385 6140 e> architect@surfbest.net : . THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE, = ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL Far Canadas Me Eaa re aera GE Ua Teen ee THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 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. Fo PAUL “AeSeE 22 JANUESEY Zoll okiomone eTUOD PACE 1/4 RECEIVED FEB 13 202 cITy OF PORT TOWNSEND DSD —© TET TL ee i mT | | . es { | ° | L | eral | T | i yy \ | | a ™ \ r|- > — i” lg | | So bk | | H | 14 app pert : mo — |? | oF | raf \ 74 epee b ee On Al Oa @ GRID LOW FORE SHEA (TOTAL @/LF Sous HO C0620 (Aahliir2) 3168 Zier |g o 4 (XIX 1B B\loH = AL % 2, 8 (LAYING) A Za ALQA 518 RR 4 lw (t4Y Io) eget MBDA Llo4 P A A (ZAIN) 4320 ABLO Bal B+ By \o/\7 (tA (24) Blam BAO oq s& Ze a/qe = (tA XIONZ4) TLD BAL E46 @D ia 2, (2410X12) 2880 LO4B 150 Sw | 4g (244 15X20) 1400 1200 800 -~&s 4 4 (24 1OX\u) 2840 20 lo \\2, Oy a \4/re (tAX\0Xte) 4800 4014 762/310 4 DA (2A)('5X25) 3000 AOD 215 & SHEAR-WALL SCHEDULE 4.15/32" C-C:C-D SHEATHING w/ 8d's @ 6” 0.C. (260) 7% 7 vie @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4° 0.C. (380) 4 “, a 714 pA ® 15/32" C-C;C-D SHEATHING wi 8's @ 3" O.C. (490) SA ~ Ve iv) (AO & 15/32" C-C;C-D SHEATHING w/ 8d's @ 2° 0.C. (640) a" \au : (Double plates @ panel edges.) \r © 1/2" OR 5/8" G.W.B. wi 6d 's @ 6" 0.C. 1 ag HOLD-DOWN SCHEDULE ir A ‘ , Ve | SIMPSON CMST 14/16 (6490/4585) 7 ye XK > SIMPSON HTT22, OR PHDS-SDS3, OR HDUS-SDS2.5 (5250, 4685, 5430) #> SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) ee> SIMPSON HDQ8-SOS3, OR HDQ11-SDS2.5 (7175, 11445) al T T- TRUSSES + DeDSIGH BY OTHERS EE eR BOA AECOND FIGOR REVISIONS J, cen % TH 1B __ —o a) e7) 24 Léun ely LY | = i} | & DRA S rowley I i J =) 5 os 7 4 ae AG oP ly \ ; . a | — s ve \ o| ; [ » ¢ Way | | 2 x ws! { a) “ ; : AD NE VISIONS 4 TsLand Ste VI Te? e OVIN \ Ww Wy SKIPMORE stupie 924 HILL STREET PoRT TOWNSEND, WA... J8363 MKE Hos“ INS Vinee > Kibme RE gl PLAN Notes: 2"xi2’ #2 OR BETTER FIR RAFTER ne TRUSS SYSTEMS PorrRAVeEb on Pp! DRAWINGS DATED ILohk.zola... Oo) FRAMED WAL! | FRAMED WALLS SIPS PANELS CHANGED To SrANDARD Re" Be. BATHE R-38 SEE ATTACHED PROFILE DIPICTED HERE Is OF RAY 2 AS PER PAGE 7 OF ORIGINAL DRAWINGS AS ABOVE oe ee cereen | min L oe cae i | ae | * - | 4 | Bee “y: pi eeses fea | | beg ae ; | ! a ee see | ar G"x e" HEADER TT oe AON | an ae ee (a sah shanna puso ch « gry eased ee 1 | ‘ . | i | | | | ! Ba NS | =! HS t i f ieee Bi | i} out | i H j if | =! a | ——— JL - it BA) Ss 1 OL} ; oT7 fn” Cit Bea mA ‘3 POSt = | are i | ! 3 / ihr ; ft al /\ / iol | i ite / bal i af / (i i I fi / i ! ; { / [i , Peed ; i. | , ; Zoe H / mt / | i ‘ H i] i : if a { ii | i } ‘ it H H ae ad Lj wh | cose 2 Cee Pn ae get if ji | i i i i a ne ee ne - - i ii Pi / / 3; = amine a =! at = 1 Eeeeenst | amet ML Hie. if if ie mercies cb = soeth th th ht = NOTICE: Plans are approved excepting ts m any errors or omissions. All work must a, pass Inspection in conformance with all applicable codes and regulations. M 2 Wo F Zxi2Z FIR RAFTERS..IG0.C. ¢ | i t i | oo | en in EXISTING SLAB | | i ; { ? f a of ath oe an ee To BA" THE Ebx ANWoop % FOUNDATION : | ! 1 TS \ l | My , im { 1 a | | ee = oo 1 f ‘ | ‘ ! \ er ! | PY / Z'XS" FLOOR WOWSTS... Ibo at T_"]]PLAN REVISION A nf " s = ‘ 2 “xt PT STRING ERY] zi e.2. Le wikia 7 a ree PLASTIC STO0E FE | | 3 7 . : £MIL PLASTIC MoisTOee BARRIER DATE: fee 22 20(2 | : | : | SKIDMORE. STUDIO RECEIVED ite. f 1924 HILL STRE£7- | ine! | | FEB 13 202 fod | | RECEIVED PORT TOWNSEND WA... IZ 262 CITY OF PORTTOWNSEND | Aly pe Hood | i | i] lan tlis i Ih | aoe oe 4 pf | | if | i iy ; {i Aiea | ' i ! (ey ‘\ M al /¢ 4 \ | i i tf te ‘| Ware! ‘ t ae IN&@ TYPICEZ he ice Sees ieee reptame of 0 fe | is i ‘ ut Ht ced : = Es Pe Ee || | Gee | a tT eI, SscALE: V4" Sateen , ny CITY OF PORT TOWNSEND SCALE+ "4 ——-1 | (2. 09.201| DsD ieee? Pisce 7 OF ORIGINAL DRAWN GY PAUL KAGE i ———————— | bi eS ee in c a mt RECEIVED FEB 13 2012 OITY OF PORT TOWNSEND —— UNHEATED sToRice ONKE ATEN Woo sKHoOP aa es ' sil K * a oe —— I : . [33% i? at atyt ; { Dricaty fi: bx 4 ih a oe ; 4 “i 123 CDK PLYWoob ff Sirik (NER Se [ # V/s BOS wy lb OAL ya ScHEDULE LO v2 Ze ' b—| , : Over a Sf eI s4e PT GEA LAVED OF a oe des ON FLOOR... va set ee ee vA | — , ; 7 5 i ee | Fa rs mee fL SEE ea eo SROUND. FLOWER a 4 ; i a Eee / [} pr abla ye™ | / ee / nl | , aes ee nea tb 7 l I j : an a a, i i 1] \ ql | \ i] od \ | a | i! [ | ( ed 2 au =z : [ = 2’ * en | ay \ oO i : ! : ; i j { cs / / f / as i 7 Geng | ! ter ie Ae ania >) / ; ; te Si. NOOUREC OX # bain OVE. Z nee a Ver Spe a es —_ We ae i Se ee MH Bei sea Oe f Sex pan ae | -_ ( : ~ wryed 2 > = COND FLOOR, Dow} uLHEBOLE 60 zu by ae oe Sexes Lemna A ee ~_ / | od i iS a is a i iyo ae fae | en ea t g tet tg i ‘ ' . 4 LJ ] al : i aa = / : ilps iA. STARS i “g kg genet ste er ( \ if! | “2 1 -—— ? —— $ 7 . 2! ee Se ee Ke a j 1] — f l : I: anne ESRC Sie — | | 4 = | fie | Pitta teer | : : wh } bi | | . } | o | we SUN | | Pas ROOM j I : a ; 5 Pi i Ls : _ i | | | \ | SKIDMORE STUblIO [1 | | | 129 HILL STREET LelhtrHeR studio (pgs ae - / PORT TOWNSEND ,WVA.. ATS LE | SROUNBD Floor. + Z2combh FI = LOOR £..SECOMP FLece, I | RECEIVED REVISIONS 7 i FEB 13 2012 SCALE: Vs" I2.08.Zo0]1 CITY OF PORT TOWNSEND Zee. MMGE 4 OF chICINAL. psD_ PUAGIS ee to . a DRAWN BY PADL. KAAS. ii i ‘ Z 4" rs fa pki, “paths neds Ac lege gi ee ae ge ee r 2), | | aks | 7 | KA KStoM | | sit ae | | | : \deasPloe-tts SLA 10 | ofa es Las MAA | | Pe as Be e pe A ee ee j ee ee ah Se ) [ | | | | Sec0>— 4a RGR 2am etrislants | | | REVIEWED FOR CODE 12 | ) COMPLIANCE | ae. ~- | | | pare td = | | | PERMIT #¥4LO 6-206 o” FIBER MESH CONCRETE SLAB (eae eae 2 Tee i oper | BY Wy cpm ibeswuns | HH REBAR Ow H' GRD } : — | | Pa | 3 aa * - a | fe. ECS TUBINE ovER ; OURISTURBRER Sojt \o | Co" X6" WIRE. MESH... OVER | ee 2." COAM BLUE BOARD’. OVER Z2'¥2'*#" PLERS UNDER a ey EXISTiIMG- COvC. StAr 2 6 MIL, PLASTIC MoisTuRE BARRIER... 6" CoNé SLAB Awd FouNDATION H dh ame ws Z tion yT { ERAR THROUGHODVT RE (R( ; / | ! oven: 12 #4 REBAR THR j ME RIM | | AQ iis ConPAGTEd RETECT FAN Lb OR. : | Prt RON WHERE. NEEDED OR { i i | g EXPANDE.b FoeTinas Ag <HOWN BELOW wWiITH 2 #4 REBAR © FERIN... | FOOTINGS TO BE INSULATED Antt an” FLASHES AS Siow Below i | | ZL eae 24! ate nee eee 2+! a Bares 24’ bial 3 ———_-—— & so! —— FOUNDATION /sias DETAIL a" al 4 = — | | | HL. er (7 & ——FS 7 t “oO 0 : 5 GRADE. \ i . Say Sh ee EXISTING GONC. SLAR | ig ' [LLLLLLLLLLIIK, 9 | 0 <P AMD FOONDATION i’ fo) SE eed : spt XD. r. ak - ie ge = ob SrIDMORE STUDIO [ | Bota wyllte fy M424 Hi[bw STREET ail ole PORT TeWNSEND , WASIL..993L8 See ee a g > Dap egctle uf Er074 roe cae iF — ber FOUNDATION VEVISION MHECEIVE i | UESeie eee eee By _~ 7 DATION VE N | | ln) MAR-3-0-2011 IU} t S@hre 45 sHowl}] 3.29. 20} VIA ay 4 bac | : | : a REPLACES PCES | CiTy OF PORT TOWNSEND | SLAB a FOoTINGS Derdit a \' YAGE | oF | OF ORIGINALS | Bvo- 21 , : DRAWN, fey PALE te ASE. LT 50' See Wesee oe.) an” PERE JACK MAN STREET VB TAG odd . Y 2/23) UNDEVELOPED és ZA on — w 9 ST R E E T Ko l e -i ‘eo ~ DRAIN FIELD OUSE /, Y ee ~~ _ WA S T E bet 4 MI S T I N G DR I V E W A Y = | S0' ea cl ag Let et Aa! PRoposEO = | amr a PARKING < DRIVE | “ 3¢' Fr 24 l rs) Set loins 9 lo’ 7 ._ PROPOSED STUBIO__ . se x > roe Le tn Zp ed Pas — ——) el YM af YW EXISTING Y GARAGE. Y PARIUNG | ya /, A ,, ‘ Fi oe y 32. 1 ) ‘ | Yy UY , DRIVEWAY j { Vp ef Vb seems | ceet Spas 7 ' | | \ | f a t by ome ee Pak eee tropose0 ROOF WATER ~ _ A Hil SR — in ED \ Lo — TAX PARCEL NOMNBERS 4u¢y So4 202 148 Gott 20) LOTS |,2,3,4,7 = 8 BLOCK 42 EISENBEIS ADDITION CITY OF PORT TOWNSEND TERRITORY OF WASHINGTON NOV 15 2010 CITY OF PORT TOWNSEND DSD > ul Q rey ka pee NoRTH __ —_ 5 S10, T30N,RIW,NE Yi a RECORDED IN VOL.2 oF PLATS a ON PAcEe 24, RECORDS OF ‘2 VEFFERSON COUNTY, \ WASHINGTON STATE N REVIEWED FOR CODE COMPLIANCE DATEL ES 2 SON eat PERMIT #3 10-215 BY icine bts eee NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection in conformance with all applicable codes and regulations. Oo. POWNSPOUTS _ LOT LINES he: oe ee lnieee bate ed 8 acide) a> id “ee PowWER- EXISTING aout i WATER-EXISTING . . SEWER-EXISTING LL) EXISTING PROPOSED SKIDMORE STUDIO 924 HILL STREET PORT TOWN SEND, WA...9836? ia PLor PLAN EGCEIVE SscALic: Ma ' 11.04. Zo0lo PAGE | oF 8 PRAWN BY PAUL KAASE Mid GABLE i eet Beran _ wa Ltt | | Pred iin Ay Fipig ee Sou Be See yA Ion. a a ne tn meme nn a ee oo te a0 Poertive. Avtrcsumentie Cray. GF saci SKIDMORE, STUDIO (9129 HILL sTREET PoRT TOWNSEND, WA,,, 18368 SovTH ¢ EAST ELEVATIONS sede Va"~t'| 1.04. 2010 PAcE 2 OF 8 DRAWN BY PAur KAdse WEST ELEVATION —_ NORTH ELEVATION «<2 PA M enorme Ree, Fon 4 oR Meee, RuseR 5 SKIDMORE STUDIO 1929 HILL STREET PORT TOWNSEND, WA... IE3Ce NORTH € WEST ELEVATIONS SCALE Vy \' H.o4. Zo\0 PAGE 3 or g DRAWN BY fPAoL KAASE = a a | @— | |—% ee \ ; / ; * ; oS loo CFM FAN | - . gd oceans a : 80 a | / 4! au! rn 24! ae ae i i at i Pe 0 ay } “y a ae, we ee SMOKE DETECTOR otis ies t \ = \ ‘9 a SEG Attached Kiek Bake Ete 1 ___ OFFICE SPAce ! { ! | Anke \-22-\\ 24% 92 aa? 9 he | UNHEATED STORAGE. *s Pat ’ i 16° 10° | 24! x 10 | | A CCORD.FOLD DOOR SYSTEM —__ | | I s IN | @— ||! 2 f \ $\ 3 — : / ‘ ee i : : pace P \. e va 4? 16 2° uf al ; _ : ‘z Y vt . ac OEY. : = BS Seed — | L Xd 5 j cous Hee ] N ~— 7 4 ( re | e _—_ i | 7 foe - , a , we - ~— t : ° i _ CLEARSTORY WINDOWS CO _- Le le “e , ni ile Hl - : K r | "7 | 8 ! t EGRESS WIN pee Wi | iD [2 df! fl | | | a° 5° < j e) j TRUSS —Ri) 5S du ; i \ j ! o— E ] | [ f | | FRUSS | DBL. S& SHEETROCK BETWEEN "oak Sa pee ni | | ' G2IRAGE ANK STodIO SPACE * 7 am Te fl A | phsibhntlbsdtlinsd wn Wo - —-— Ms | | Xe FIRE Noor IN | | WHE ATED Us oT (o) z aif! il oa aes a ___f HA UNHEATED Wood STUDIO __ | ou _ X| J | 24' x24 g | Q | ‘ | = 12" a 12 , EXISTING ___ 5 VA eee) i a ee oe RT Bn ' {| a ee UNHEATED GARAGE. — si r I | | UNHE-A = ? ‘o ij SECOND FLOOR OFFICE SPI\cEe at 24 x 32 —— — ~ ho Se | } qQ ! i } { (2 z 4 ' | VY & SHEAR-WALL SCHEDULE 1 . _ WE MAY. Past : LI “@ 15/32" C-C;C-D SHEATHING w/ 8d's @ 6" 0.C. (260) mii —_. UNHEATED BoeAT SkeED - : la “min, Runt T. f @ 15/32" C-C;C-D SHEATHING w/8d's @ 4" O.C. (380) “Oye zi’ x Lo! ] ) ~ mln, US Oth iF . do © 15132" C-C:C-D SHEATHING wi 8's @ 3" 0.C. (490) > { Ft pt acacia CAaaaaiean Ao " . : 15/32" C-C;C-D SHEATHING w/ 8d's @ 2" 0.C. (640) 4 1) on cx \ | - ie | ; (o-% iu leAoreom ° (Double piates @ panel edges.) 5 Li a / es aay tae y* 3? 43 ren urs Sens Cd \ R 3” O 1/2" OR 5/8" G.W.B. wi 6d's @ 6" O.C. 2 (aaa pean a ss : oA eS ws 7X) Y " - <— Seam \ - . | HOLD-DOWN SCHEDULE ah ° * es a eT vA ae \- D\dy_ 5.295 t{" VL. | SIMPSON CMST 14/16 (6490/4585) i % Tusa Keg, Nowstnevone: = GEEARS TORY WINDOWS —- ir 46-34" im | > SIMPSON HTT22, OR PHDS-SDS3, OR HDUS-SDS2.5 (5250, 4685, 5430) i 3 oe Ee © SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) | " ; ul > SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175, 11445) il 3 Pl iy .C . ls Ban ee | ee \ | ape bitio = ie scat oe * e Ze t ‘ [1 © a UNHEATED GLASS oo ———| Gd le ——— S2° Nore K : 2 LEATHER sTUbIO ala A —— : AN see Br cn aes RZ : ae OS aimee a ie m ee oy | so\ Ls | SE PACE. 7 FOR TRUST AND CLEAR STORY SPECS. ME hi uP . | BoTH FLooies | | ia 1 nine i | biti _ ' ) Hi, «) 2! | COVERED PORCH I] : 4 com we o> — i ) N A-( ‘4° 1 Jo gt? oe 5°e PB CI aes [ op 3° 4" <P 34 oe SSS EEE = a : iJ SS SSS ee 1 a SKIDMORE STUDIO \\ »f : vile ; 1929 HILL STREET \ WY PORT TOWN<END, WA.,. TES62 | \ Z 4S fi Le “ACCORD. FoLD boon system ~ GROUND € SECOND FLOORPLANS \ 2 _ ae er \/ir ‘ ; GROUND FLOOR. ATUNIO SPACE # SARAGE. a SCALE "| Il. o4.20\0 RAGE 4 oF 8 DRAWN BY PAUL KAASE. WN Simesant CMST Vy | a of Y545 Le ch e t e r t e e e ta t i a n a 6” conc. slaw Lb" wiRE Hes 2#Y REBAR TROVGHOOT PERIMETER = hee YEBOARH Hosa G., 6 WIL VAPER BARRIER ___—sxEXPAN DED FooT ING DETAEL LILLLL, TNE AION: ZIT LLL L. LL LL TURBED GROUND UNQIS Or namemameacaracerenade =o ae sinless E-L Sec Poatite Reg » Ene. 2. EXPANDS DPD Foor No (PAGE . SEE DETAIL THs 4 eo ie ne n e r r e n m e e c o r a n e fe m m e | ve e m u t e c n t m e n i n m n n n e s e ' j ‘ eee Sq L" CONCRETE APRON 6" WIRE MESH THROUG It OUT #4 REBAR On Y'x4' aRID RETECT SAND AS NEEDE cVvER ONbISTUR BED sole oO _ tee j a Ht il i | \ tl 4} If 1} $4 40 i\f ! Yi 4 1: eco if it | i i i1 ot ( a ae . - i 12 TL gs ' y | Eestis Onna \russq | H BO"¥S 9 x15 cane. Wf YY\EN Ss EM SENG, sey SEE PIER < POsT z ¢ BEAM “f r ae LEGS i SD GA N A S » Bie CRAWL. SPACE | ia -”- i Cen. SLAG bo" x6" WIRE West #4 REBAR OV Hk! <Rid z” RIGID “Biwe Bored WSULATION @ MIL HOISTURE BARRIER OVE 2 REJECT SAUL SLURREY ie . DETAIL... THI's Fase hy | | a ae en : Nt | x i ‘| . r Ky Wh cls ol NX : eet | tod | XK : : 1 ! al | | i il M ‘ ! . I | Tou “Crus | i ; ae =e Se Oe Se i oe in a = ya Mea | Hoa — | o| 4 | i fl <IMPSON a a ie , 3 ATEN Ba a } j oa HANGS ; ie ! | | i x 2'x19' “snouts WT he 7 | eae Pare | ao | | 3x 3"x YG WASHERS...40.6) i i: bs : hod | a 2 | 1 ! iV ; tpt ! CRAWL SPAg i=. ’ —+} —— f if f i 1 t— Hi: | at | | I! ' 14 | fs ; 1 j | epmmennes =< Serene Ls = = ibe ay non : b—<—— 2 mite {- | = aed eee Sao Scale aa ne ara : . Zo x = ss : tt \! | ’ ae o _ J @ ppigeaerscaee i aes 2 Bae ee ere ee ne : Bead We WA » Perimcko marr ilo ZY “yale. —__ GRADE. , - Floor Recess Min, | ] a - - —_ nara (So at Gt CONCRETE. SUAS \{ ' ‘ ' ] ] | aif | ye \ | i, J #4 REBAR LAVED ON 4x4 GRID HV a. (_ | 4 “a ! See HANGING JOIST DETAIL” é'xd" WIRE MESH —_ HANGING Joist DETAIL 1" -___ al — a ~ Lae ‘8 T Is PACE ws A Picid INSULATION I } \! | y, ee @ Mi. VAPOR BARRIER | i LB2¥ SIMPSON HANGERS si MR cemeeneceneiens _/, f- ears oat RCE re Cera) ee. gl JL ," ; 4 fff ook Srrras zs a — . | au 2x8 FZOR GE ilcie FIR bo 2.¢.... PT. oe | — of : > a fe 3 ei = = | SEE PORCH Tost PETAIL | ; euT Ac show 1 | /L7 X be ee ee pe ae ei ee ee ee THIS PAGE I eo" RTM } ts! 4! | ‘ie | ee : ss EXISTING aARAc & SLAB eee oe ; 2°%6.2.%.. MUG -SibL. wa 1 Fs | sags en Fh ae a: aD. cael tent i fey See | A” x 10" = Bolts with 2 «She "WASHERS | “ 4 ; if. 7 nent pene Pose me Rape BwiSTINe ~ Cipnce EoONOATION, a wat ee agi 4"PERFORATED PIPE SuRRONDED WITH 34" MINUS ue 4 : ope a oer - | / ee ec esteem e a DRAIN ROCKS FILTER CLOTH et a pase ah ly | oie 7 6" FoAM SILL SEAL i | | aS ~ " STR | ee ae T : ( #4REBAR 19"0.¢. HORIZANTAL RESECT SAND SLYRREY OVER EXISTIWES SLAS op ah bodas ju pdeatoed | ‘ . PORCH 21a1sT DEF ATi Vn \ | (ae #4 REBAR 24" 0.0, VERTICAL PROPOSED FOONDATION TO“TRAP’ EXISTING FooTiUes Is stowN ot 4 Maem aes se | EXISTING = [on a | | Z#4 REBAR O PERIMETER THROUGHOUT Id PORCH TOIST DETAIL. THIS FASE RTTOWNSENG, W ces | [I / i CONTINUOUS FOOTINGS REBAR SCHEDULE [ky HANGING TWIST DETAIL... THIS RAGE Peon DEON Suenos DeTLILe ( i fION ScHEOuULEes DETAIL LS | i 'p ' " _ | FounDATION See hue fw ayaa Peer ae fT pee 8 See as SCALE: AS SHOWN !l.o4. 2010 [ ( GRADE PAGE. -¢ of 8 DRAWN BY PAUL KAASE ee 2k ee ia a eee esis els nem 5h mn T 1 ’ } ¢ i x \I LN, } 1 $ i ' i | i ; } { i ! } ' ; ' : bd Io " Bal's WITH BLOGKING OVER BEAMS On ee Cbd : } "x (2 #2.0R BETTER .- FIR BEAM .- SIMPSON cc44 cap Wx" EIR POST /2 SIMPSON CBH4 BASE #4 REBAR © PERIH. 2'x2' CONG, PIER PIER, POST ¢ BEAM DETAIL __ /—>— |'__ ” se noah Z'x6" TES CAR DECKING zxe" PT Mub sub fo SILL SEAL /," x 10" a $ #4 RERA sotcts..,4'0.¢. 2 HORIZANTAL ...\2 " O.€, #4 REBAR ai 0.€. VERTICAL THROUGHOUT 2 #1 REBAR @ PERIMETER THROUGHOUT S"yil" CONTINUES ROTINes eee | — = wi wa Cees Seer — ok oo — Se ee aE — oe meg le Tare os, oe oe a _ 28 | Me | j Wil | SZRIES Lo: ilk | 4" Be} TOSTS ...1b" 0.6. if ‘ [4 V2RS4-LAM RIM DOT a a! - AE | SIMPSON MITHI4 HANGERS WHERE SHOWN ! ; SIMPSON (1714 HANGERS WHERE SHOWN i ith lft | J ! lk | | | 8 OP ww TG ; cS soa / | | SERIES Go: | re ‘ carareeaaerse 1%" BCI Joists ..1b"e.c. | ———— = (ap! ll %" Bet BLOCKING CYER BEAMS j SIMPSON ITT1Y HANGERS wHERE SAOWN ___ CONCRETE. SLAB __ SEE PIER, Post € BEAM DETAIL... PAGE i g bc eacciogtine 8 a ere \" AIR SPACE,..TYPICAL -— > fi : | / “Seer at ra ana ae “a —— errr pre SEP SETS ST oo "WH r > rt 3 a 4 | 7 3 : : il if : eases tb | f 7 ih nlp ! uiit aan f , et ! t £ vin { 3) { ! ' { t 1 1 t yin Hila ee = ee ee ap 1 wi Wh 1 1 1 wif! Wile : , es f= veh = a = ' yl Hifi | rh ia ia mee & : Ji f : J : iy an a | : v : | 1 ’ : Be | nuebiaa a le > iP 5. t 1 ! y | 1 | | o 24' sl ! toi | ' ' emacs), ee ecane cca ly Al ri t | alla 1 Te | | ; + TO \ ; LS}| L_]}}_t ; ! ‘ “ith CONCRETE SAB. 7 PO i a Hot gq i3 | 2'x2"#Z oR BETTER FIR JOISTS 16'0.¢,.GUT AS SHOWN || i | 2 | Z"x?"#Z OQ BETTER FIR RIK JOISTS GUT AS NEEDED 4 a RY — 4 > aecears as aaa a | 4 eet , "5 a paperanian snc: Al 4 SEE PORCH TOIST DETAILS... PAGE S | r | * | ! i ~T ; | baal : a SPEER aan meee eas 6 3 i L: | | i L| a : | | int NV, ae | oles i | (er : | | | 4 hod ’ i { 2 ; 1 a ie ers te Sek : oa eres sit eugers nN i fo ; r r { | vob C J ' os rae f: | ‘oh i = 5 ' tifa rf ila | --- ee ape a a oes OT a ae A es - Hf a ane nnn arene | il V : : | 4 y P ‘, g' 1 N 1 ' \ = = «| Ro ? q f 1 | : 1 4 ’ ¥ 2 i \ . Ti 1p Li seponaeator Ee Eo lies eee: ee ee: Soe i| ess -—| ||| —-|-- SKIDMORE STUDIO : 1924 HILL STREET enh PORT TOWNSEND, WA... 98322 es JOIST SCKERULE {a ' SCALE | \|. 04.2010 PAGE 6 oF 8 DRAWN BY. Phun KAASE. a ; zy Le 24 stl a 24) . BAY 3. __ iz. OFFICE & OFFICE DORMER TRUSS SYSTEM: 12 8"x8" RAFTERS = BoTTEM CHORD Giky, O"X8" RING ROST « STRUTS Atop 2"x6" FRAMED) WALLS va: SIPS PANEL SYSTEM.JO" 2 = \2 (2 | a BAY Z ! / Iz i WOO). SHOP TRUSS SYSTEM: x 8°x8" RAFTERS £ ROTTEM CHORDGIRT) PA F i t 4 por as - : a o'X8 KING POST * STRUTS oy ZL GAICE. METAL SNAP Locke ROOFING TO GE SET ATof 2"x C" FRAMEN WALLS | (5 lh, FELT PAPER “SIPS” PANEL SYSTEM |..10" - “S{PS" PANELS...10/, ENGINEERING sh - PROVIDED BY MANURCTORER SHED ROOF DORMERS: . s hc al Ai eee 2 TRUSS SYSTEMS AS SHOWN... % GXS'RAPTERS = HEADER i THIS Pace. ; : ~ SIPS” PANEL SYSTEM" 7 % ‘ } & | _| \\ ‘3 e ' 4 ie ton: . @ praeee x I2 li Y \ NotE.: | | | — = / | | 1 GOAT SHED TRUSS SYSTEM: /4' STEEL PLATE CUSSETS BoTH SIDES | | 9c! | 3"x8" Posts \ WITH 3/4" BOLTS, NUTS 4 WASHERS... EVERY — 7 | | tl @ x8 RAFTERS « GOTTEM CHORD (ciRT) TRUSS AS SHOWN IN ROAT SHED TRUSS SYSTEM... | | | | | ! | | | ila | 6'x6" DIAG, SUPPORTS LET IN | i Hl | | | Pod oy | | 2 esl pel] 2x8" Tor 2 GoTreM PLATE. SEE SOUND PROOF WALL DETAIL | _ dN Eee Ser | | ee ee Ae : ) i Ba 2's 6 4Z OR ISETTE fe FIR pi en Eee omen : : LE ei 2d OE same —— in STUDS STAC GERED | S cipe" Bix eee lon SEE ATTACHED TRUSS ENGINEERING | | | | | { | | i, i tt yy tT | | | Tr ia" cx PLylwoced | np ery Ae eae PROVIDEL | WoW wa | iol lb. FELT PAPER | | ‘icl] <IDING TO BE cHOesEN | ' i u =< hg ee Vg i? : F He il] 88" PosTS WHERE La gah ce ag oes act aintinsseers tune TR sown 7 = Tr - | TTR ! | i [ik | 3 ) HT Be af | | INSULATION: i s a m , _ R38... Roof | ea I3' R-21...WALLS ,! i | | __ R30... FLOORS | L | ( | } NL | a PTS I CADE 1 — ae ra Va : i exe rienetes I NN NI | | i ont aes. or ee ae M | - ] flowed : Tse ri Tse = i on eg ee ee eres | 4 : | ict | | |e | ini ic1b. FELT PAPER ‘LAP BIWN, FLOORS | a i i ae | | | | | | Hi | SIDING To GE DECIDES ay =| Fame eee : LHe | | ih WW BCI's Ib Oc. | | | it | SE EA, R N Pon —— | ist | 2'x 6’ BOXED HEADERS ea ieee | ae : : HTT ra rg a SHEETROCK, ..WALls ( [ (4 oie | | | | PH on WW do wg if Hof thd | ! Se" SHEETROCK... CIELINGS | | 1 UG Wa See Ra beth ll jee | ee ee |e 3x6" FIR PORCH RAFTERS...2° 9.2. | I _ ciel ee a Pines 6X12’ FIR PORCH HEADERS | Ea | ht Ho | dl | es | K Gxt FIR Poke POsTs | SOUND PROOF WEST WALL BETA et ae La | | PORCH OISTS AS SHOWN IN | ee aa) hood | ie | Ho PORCH DETAILS... ACE & | I; Heo | Ho | | Ra | ae ie Zoe | iu! cae iH | |i Hi bo Wo | | i HW at 4 io | Ht po ee eee ||| i a ce Ae |e | ae (ee ees ce | lo Pio dl mn | | | | rv ny | PTT ey ad | i i He i i t i i } 1] if | Hob Hit fof if | : iH | || | Hy | | | Hoo Hit | | ; ft qf | | H oli ( Ear SR til = ie FeSO CRTROCRP EN ers muee nes wl td a i E I = _ HE. ths, td i | cere 1 ie | ee | a a ea _! LL | = I m . hi te _f ae ae ae Ses aed eee See Ae ee 7 Eee Woe I te ed | : | ! SKIDMORE STUDIO ! : ! 1429 HILL STREET | | PORT TOWNSEND, WA... 2268 = ~-—-d, a age aw al yates ka hea emia a oP ae J teach cts ee | ] FRAMING TYPICAL / TRUSS SYSTEMS - BAY | ws BAY 2 ree eee _. BAY 3 | scALe y"~1'| Mod, 2ote 2 a | RAGE 7 oF 8 DRAWN BY PAUL KANSE - )2’ os I2.' a jz! 2 = ie | ea a + ee ie b “T do ccediat qi’ wk’ ddr week ues he! ee dew, aces Ee ee ee et ee ee ] | ‘: 2 | | 2"xi" LOAD BEARING WALLS> FV | ; re | | Ig” Ll 2"x6" FIR RAFTERS—K" oe. __/ = || A i Z || # F | | Pa | \/ . | a | a | eae sas cine ae tease Ae ae eS a oe ee ee MA ECCdACeeh al, ies ¢ ndk pclae eaieitel taki elaatan nisms wae aa i sl cmcalet eagle | mee +" Ga — — -ff— -—- — —-—-— — — fe ee ae ee “ee ee Sa eer ares’ aire ae ee covey aan fl aiheoteene oe TT ) i ie | 7 u ce : server ited ager , | | | I" 2"X6" LOAD BEARING | eo ais | eux" eR RAFrERS dio.e.y | WALLS. Wee). 7 | | k a OFFICE TRUSS __ , i 7 | _ SYSTEM. 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Vy" | 1.04. Zolo PiceE Sores DRAWN BY PAULL KAA Se ee es i -sicsiieiseiiaeiaiaintiati ————————— sc i l l e a t s i i a i b e e t i i a i h e i a i c t g i a i i i n