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BLD10-154
City of Port Townsend Development Services Department Correction Notice PERMITNUMBER “IALIDIS -_ 15 OWNER JOBLOCATION “BU \_ BB ub St Inspection of this structure has found the following violations: (. lack as S / You are hereby notified that no more os shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. M Date IS-24-18 Inspector aves) DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE PERMIT# BUDLO -\SY CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG DATERECEIVED 1 2 A (© SCOPE OF WORK: Add New music OOM +o exishia 4 vesidence._ DATE ACTION INITIALS “TE * 10 ENTERED INTO CHET MUD T2910 CHECKED FOR COMPLETENESS Mud Plan Review # Bedroom(s) = # Bath(s) = Heat Type: S/o ho Plan vee vem omplete - 4 Weling sor appcounl Tiom Thuong (Setbuck), col { i a es ' A IGEN L445 10 (toned by KIP- Litt fring br rec J Sw dec 5 + be” cetuc neg. — Bit ve Merve” SEPTIC? ve Ne Scho | Zoning: K~\) k psen wd Lor & | Setbacks OK? Ct i 2 Lot Size: FAD A ; Building Size: Noth js South 2p" Gag Ss” lured S* Lot Coverage: ie AX “) * FAR OK? Io # i T Height OK? X hy write apre oyrovt by 4 o)y Chard Parking OK? lope ¥ a/.) yi Critical Area? ifo LD fer reSol ubon by Plawweye —- UM CRawyn Kom W (Check say Cretled o- LUD Mini Wed. ra, Impervious 3/7 Surface limits 19.05.050D4(a) Rec'd LUPO - 660 Shelro. Shorelines Jurisdiction? No q/2 7/10 Demo? rf Historic Rev/ | Design Rev? | Notice to Title? WZ Lots of Record? v P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-154 Permit Type Residential - Addition/Remodel Project Name Music Room Addition Site Address 311 33RD ST Parcel # 991100008 Project Description Add new music room to existing residence Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Rackowski Trste Richard Owner Rackowski Trste Richard Contractor Wallyworks Malcolm Dorn (360) 385-2771 CITY 3326 12/31/2010 Contractor Wallyworks Malcolm Dorn (360) 385-2771 STATE WALLYEL979% 02/28/2011 Fee Information Project Details Project Valuation $19,985.70 Dwellings — Type V Wood Frame 210 SQFT Plan Review Fee 208.81 Tints: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type: R-3 PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 321.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 6.43 Record Retention Fee for Building 10.00 Permit Total Fees $ 550.99 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the ee the ei “Pe cke agent of the wi Print Name [ nels zr [ WA ZL pate bssueds 09/28/2010 ; ssued By: MWAY Signature A224 Ma Le LAE Date rs, = EG Date Expires: 03/27/2011 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-154 Permit Type Residential - Addition/Remodel Project Name Music Room Addition Parcel # 991100008 Site Address 311 33RD ST Project Description Add new music room to existing residence Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. See LUP10-050 for Minor PUD Amendment for reduced setback of North side to 7'8". Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 09/28/2010 Print Name Issued By: MWAY Date Date Expires: 03/27/2011 Signature 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. PARCELNO. _ 991100008 PERMIT NO. BLD10-154 ISSUED DATE 09/28/2010 EXPIRATION DATE ___03/27/2011 ADDRESS 311 33RD ST CONSTRUCTION TYPE _V-B_ OCCUPANT LOAD OWNER _RACKOWSKITRSTE RICHARD PROJECT DESCRIPTION Add new music room to existing residence CONTRACTOR WALLYWORKS LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN | W\AK ig), Per Ouse Fiws FOOTING mins] "e197 - pers Bee + “Toole® urmbh add-on FOUNDATION WALL FLOOR FRAMING Ea Who FRAMING ra dole Aw Saul LOC) SHEAR WALL Ww eg . 24 / WEULATION ne Heil, Cel T- 9, Floors R-Fs be| ints R-2\ dK Mat Why GWB S aA ROOF NAILING aan “Who ven MISCELLANEOUS FINAL BLDG./C OF O Vis /t( rw TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. EGEIVE |) Development Services JUL 2.9 2010 LU) CITY OF PORT TOWNSEND DSD 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address = Legal ef s 3// Ss ( Addition j : Description (or Tax# Office Use Only iti Cesetuing Pb Permit # BLD10-_\ SU Zoning: (IC — { | Block: Perce [ : : Associated Permits: Parcel# 4 A HO000 % Lot (s): Project Description: Alddd New Mosic (200m bo Eki Sting Residerice_ J Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property r/Applicant: Name: t k | Address: | ] 3 $ A pee rT Lounsend YA VERA Phone: Email: 389- ld v6] rateBoly Stn. Co pe ) Name: Lec contigo ow 6 hy Phone: "8 6 0 - 3 8S- (VoL Email: a? 7 2 yA, 0/ fl on: CO, Contractor: oO Same as Owner Name: JC £ Address: 37 LewtenceY 5 * cityisuzip: fod Townsend WA 99364 Phone: ZB5 a2 ( Email: (yz lly works Wolympus.Ve—T State License #C' CO} - WALLYA4GICS 2/7 City Business License #_0°33 2 6 Building Information (square feet): 4" floor 2/0 SPF! Garage: 2" floor —S—~—~*=é« Carport: 3" floor Other: Basement Finished: Unfinished: Decks / Porches Covered: Uncovered Heat Type: Electric Heat Pump. Other Total: #Bedrooms #Bathrooms Size of lot x g ( 0 Square feet Total Lot Coverage (Building Footprint):* Square feet:/ O J gD f Impervious Surface:* Square feet: / / B (/ BE. *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 oe r RCW 19.27.095. Name: Ff. Project Valuation: $s 25° Fees What year was the structure built? _/ A G a If work includes demolition, see Page 2. Any known wetlands on the property? Y QU 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 th, with p foeck will be in i with State Laws and the Port Townsend Municipal Code. Print Name: _| ch off 2ck 0 ws [c Signature: co / Page 1 of 2 - 1/4/2010 -OVER- This checklist is for new dwellings, additions, remodels, and garages. (| Residential permit application. ar wre 4 | Washington State Energy & Ventilation Code forms RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST Le w . nc r r e e r v e m o r e n p e n e n t e e t i n o s n g nn Be ty Nv | Two (2) sets of plans with North arrow and scaled, no smaller than %’ = 1 foot: A site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers _| Foundation plan: 1. 2. 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting (] Floor plan: ge e n oo s o n a B N o o s o n e Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing | section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections 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 (| ff architecturally designed, one set of plans must have an original signature | ff engineered, one set of plans must have one original signature “i 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. ff 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- Inv CE I WE TS [) = Lb co Uv | 1) = 06, Washington State Energy Code - Prescriptive?) | CITY OF PORT TOWNSEND . JUL 29 2010 TABLE 6-4 aT | | PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY City OF PORT TOWNSEND CLIMATE ZONE 1 non Guceg Glazing UFactor_| Vaulted wall’? | Wale | Welt | Slab® Option a or _ | Ceiling? | “ou Above Floor { on i U-Factor Ceiling® Below } Below epee Vertical | Overhead Grade | Grade Grade L 10% 6.32 0.58 0.20 R-38 R-30 RI5 R-15 R-10 R-30 R-10 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 0.40 0.58 0.20 R-38/ R-30/ R-21/ R-15 R-10 R-30/ R-10 U=0.031 | U=0.034 | U=0.057 U=0.029 0.35 0.58 0.20 R-38 R-30 R-21 R-2i R-10 R-30 R-10 0.35 0.58 0.20 R-38/ R-30/ R-23/ R-15 R-10 R-30/ R-10 U=0.031 | U=0.034 | U=0.057 U=0.029 * 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 where both (a) the esis between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum l-inch vented airspace above the insulation. Other single rafter or joist 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 shali 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 fess 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 tiave 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, 2007 2006 Edition WE (0 ECE! JUL 29 2010 _ CITY OF PORT TOWNSEND DSD City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: N/AD] Exhaust Option If you chose “Exhaust Option,” complete the following: 0 HVAC Integrated Option e Where is your whole house fan located (what room, etc.)? N / A @ What size is the whole house exhaust fan? See table below: N / a Floor Bedrooms Area, ft2 { 2 or less 3 4 5 6 7 Min Max Min Max Min Max Min Max Min Max Min < 500 50075 65 98 80 120 95 143 110 165 125 501 -1000 55 83 70 105 85 128 100 150 115 173 130 1001-1500 60 90 75 113 90 135 105 158 120 180 135 1501-2000 65 98 80 120 95 143 110 165 125 188 140 2001-2500 70 =105 85 128 100 150 115 173 130 195 145 2501-3000 75 113 90 135 105 158 120 180 135 203 150 3001-3500 80— «120 95 143 110 165 125 188 140 210 155 3501-4000 85 =: 128 100 150 115 173 130 195 145 218 160 4001-5000 95 143 110 165 125 188 140 210 155 233 170 5001-6000 105 158 120 180 135 203 150 225 165 248 180 6001-7000 115 173 130 195 145 218 160 240 175 263 190 7001-8000 125 188 140 210 155 233 170 255 185 278 200 8001-9000 135 203 150 225 165 248 180 270 195 293 210 >9000 145 218 160 240 175 263 190 285 205 308 220 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, Max 188 195 203 210 . 218 225 233 240 255 270 285 300 315 330 8 Min Max 140 145 150 155 160 165 170 175 185 195 205 215 225 235 210 218 225 233 240 248 255 263 278 293 308 323 338 353 kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? 0 Window Port 0 Wall Port N/A See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: Wall Heater OJ Baseboard JU Electric Forced Air D Boiler e@ Non-Electric: OC Propane QO) Oil Heat 1 Heat Pump QO Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: 0) Plywood with exterior glue OPoly plastic (greater than or equal to 4 millimeter thick) acked batts e@ Walls: OPoly plastic (greater than or equal to 4 millimeter thick) OFace-stapled, backed batts aiLow-perm paint © Ceilings: CNot required where ventilation space averages greater than or equal to 12 inches above insulation OFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) Ow-perm paint HEAT PUMP EFFICIENCY: _ j\) | & As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 OWater source heat pump: COP greater than or equal to 3.8 CiGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: N | 4 As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) OGreater than or equal to .88 (High Efficiency Options) Other (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outiook\ YCFWUM82\Checklist-Indoor Air Quality .doc Parcel Details 1 0 1 ie (z : Ta “Home ° County Info Departments * Search 991100008 SEARCH Parcel Number: Parcel Number: 991100008 Printer Friendly Owner Mailing Address: RICHARD RACKOWSKI TRSTE GERALYNN RACKOWSKI TRSTE R & G RACKOWSKI LIV TRST 311 33RD ST PORT TOWNSEND WA983685023 Site Address: 311 33RD ST PORT TOWNSEND 98368 Section: 3 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: ROSEWIND - PLANNED UNIT DEVLPMNT Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: ROSEWIND - PLANNED UNIT DEVLPMNT | PARCEL 8 | | | Click on photo for larger image. No Permit Data Assessor Bldg Data [Tax, A/V, Sales Info Map Parcel Plats & Surveys Available ® Jefferson County vase vcion HOME | COUNTY INFO | DEPARTMENTS | SEARC Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL_NO=991 100008 Page | of 2 7/29/2010 Receipt Number: BLD10-154 991100008 Plan Review Fee $208.81 $208.81 $0.00 BLD10-154 991100008 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-154 991100008 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-154 991100008 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-154 991100008 Building Permit Fee $321.25 $321.25 $0.00 BLD10-154 991100008 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-154 991100008 Technology Fee for Building Permit $6.43 $6.43 $0.00 BLD10-154 991100008 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $500.99 10-0630 07/29/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-154 CHECK 1009 $ 500.99 Total: $500.99 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-154 991100008 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 5602 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 4 Project: Rackowski ; end Location: Ridge Beam C - 6x12 a «a a Roof Beam ‘Ucale Terrapin Architecture [2009 Intemational Building. Code(2005 NDS)] eae, a yale a 5.5 IN x 11.25 INx 14.5 FT soil aein Heiail diaibahiaia #2 - Douglas-Fir-Larch - Dry Use Section Adequate By: 15.6% StruCaic Version 8.0.101.0 7128/2010 2:28:16 PM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.21 IN L/848 Dead Load 0.17 in Total Load 0.37 IN L/464 Live Load Deflection Criteria: /240 Total Load Deflection Criteria: L/180 A B Live Load 1269 |b 1269 Ib Dead Load 1049 Ib 1049 Ib Total Load 2318 tb 2318 Ib Bearing Length 0.67 in 0.67 in BEAM DATA Span Length 14.5 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom Q ft Roof Pitch 9 12 Roof Duration Factor 1.15 Side One: a ih oat 5 : Roof Live Load: LL= 25 psf MATERIAL PROPERTIES Roof Dead Load: DL = 15. psf #2 - Douglas-Fir-Larch ; Tributary Width: TW= 35 ft Base Values Adjusted Side Two: Bending Stress: Fh = 875 psi Fh'= 1005 psi Roof Live Load: LL = 25 psf Gd=1/15 Cia 1.00 CF=1.00 ; RoofDeadLoad: DL= 15 psf Shear Stress: Fv = 170 psi Fy' = 196 psi Tributary Width: TW= 35 ft ; Cd=1.15 ; ; Wall Load: WALL= 0 pif Modulus of Elasticity: E= 1300 ksi E = 1300 ksi Min. Mod. of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp. me to Grain: Fo- i= 625 psi Fe - Ls 625 psi Adjusted Beam Length: Ladj = 145 ft Beam Self Weight: BSW = 13 pif Controlling Moment: 8401 ft-lb Beam Uniform Live Load: = wL= 175 pif 7.25 ft from left support Beam Uniform Dead Load: wD_adj= 145 pif Created by combining all dead and live loads. Tota Uniform Load: wT = 320_pif Controlling Shear: 2038 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 100.36 in3 116.02 in3 Area (Shear): 45.65 in2 61.88 in2 Moment of inertia (defiection): 252.96 ind 652.59 in4 Moment: 8401 ft-lb 9712 ft-lb Shear. 2039 Ib 8064 Ib NOTES — )ECEIVE JUL 29 200 cistenco | Bno- 1 ne Ord CITY OF PORT TOWNSEND : DSD RICHARD CN PEs STATE OF WASHINGTON < Project: Rackowski Location: Ridge Beam C - Glu-lam Roof Beam [2009 Intemational Building Code(2005 NDS)} 3.125 IN x 6.0 IN x 14.5 FT 24F-V4 - Visually Graded Western Species - Dry Use Richard Berg Terrapin Architecture 719 Taylor Street Port Townsend, Washington 98368 Section Inadequate By: 215.3% StruCaic Version 8.0.101.0 7/28/2010 2:28:16 PM Controlling Factor: Deflection / Depth Required 8.8 In. ‘LOADING DIAGRAM Center Live Load 1.72 INL/101 Dead Load 1.33 in Total Load 3.05 INL/S7 Live Load Deflection Criteria: L/240 Totat Load Deflection Criteria: L180 REACTIONS A B Live Load 1269 Ib 1269 Ib Dead Load 981 Ib 981 Ib Total Load 2250 Ib 2250 Ib Bearing Length 1.11 in 1.11 in oa see BEAM DATA a 1.58 Span Length 145 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom QO ft Roof Pitch 9 12 ROOF LOADING Roof Duration Factor 1.15 Side One: Roof Live Load: LL= 2 psf MATERIAL PROPERTIES ; Roof Dead Load: DL = 15 psf 24F-V4 - Visually Graded Westem Species ; Tributary Width: TW= 35 ft Base Values Adjusted Side Two: Bending Stress: Fbo= 2400 psi Cantraliad by: Roof Live Load: = 25 psf Fb_cmpr= 1850 psi Fb’= = 2749 psi | RoofDead Load: DL= 15. psf aad ek _ | Tributary Width: TW=. 35 ft Shear Stress: = , mI 265 psi Fv'= 305 psi Wall Load: WALL= 0 pif Modulus of Elasticity: = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min= 930 ksi E_min'= 930 ksi Adjusted Beam Length: Ladj = 145 ft Comp. + to Grain: Fe-L= 650 psi Fe-1'= 650 psi Beam Self Weight: BSW = 4 pif Beam Uniform Live Load: wL= 175 pif Controlling Moment: 8155 ft-lb Beam Uniform Dead Load: wD_adj= 135 pif 7.25 ft from left support Total Uniform Load: wT = 310 = pif Created by combining all dead and live loads. Controlling Shear: -2115 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Rea'd Provided Section Modulus: 35.6 in3 = 18.75 in3 Area (Shear): 10.44 in2 = 18.75 in2 Moment of Inertia (deflection): 177.35 in4 56.25 ind Moment: 8155 fttb 4295 ft-lb Shear: -2115 Ib 3809 Ib NOTES RICHARD C_Ny pran STATE OF WASHINGTON Project: Rackowski Location: Porch Ridge Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 5.5 IN x 3.0 FT #2 - Douglas-Fir-Larch - Dry Use Section Adequate By: 1196.5% Controlling Factor: Moment Richard Berg Terrapin Architecture 719 Taylor Street Port Townsend, Washington 98368 ) StruCaic Version 8.0.101.0 7/28/2010 2:28:17 PM DEFLECTIONS Center Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.00 IN L/IMAX Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B LOADING DIAGRAM Live Load 113 Ib 113 tb Dead Load 91 Ib 91 Ib Total Load 203 Ib 203 Ib Bearing Length 0.09 in 0.09 in = BEAM DATA om at Span Length 3 ft Unbraced Length-Top 15 ft Unbraced Length-Bottom QO ft Roof Pitch 9 12 ROOF LOADING Roof Duration Factor 1.15 Side One: Roof Live Load: LL= 25 «psf ; Roof Dead Load: DL = 15 psf #2 - Douglas-Fir-Larch ; Tributary Width: TW= 15 ft Base Values Adjusted Side Two: Oe) Te GEE Roof Dead Load: DL= 15. psf Shear Stress: Fv = 180 psi Fy'= 207 pst Tributary Width: TW= 15 ft _ sp ; Wall Load: WALL= 0 pif Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp. + to Grain: Fe-L= 625 psi Fe-l'= 625 psi Adjusted Beam Length: Ladj = 3 ft Beam Self Weight: BSW = 4 pif Controlling Moment: 152 ft-lb Beam Uniform Live Load: wLl= 75 pif 1.5 ft from left support Beam Uniform Dead Load: wD_adj= 60 pif Created by combining all dead and live loads. Total Uniform Load: wT = 135 _pif Controlling Shear: 142 Ib At a distance d from support. Created by combining ail dead.and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 1.36 in3 17.65 in3 Area (Shear): 1.03 in2 19.25 in2 Moment of Inertia (deflection): 0.77 in4 «=. 48.53 in4 Moment: 152 fi-lb 1975 ft-lb Shear: 142 Ib 2657 |b NOTES: 5665 REGISTERED RCH s Project: Rackowski Location: Floor beam "B" Uniformly Loaded Floor Beam [2009 Intemational Building Code(2005 NDS)] 3.5 IN x 9.25 IN x 10.0 FT #2 - Hem-Fir - Wet Use page Richard Berg *) Terrapin Architecture “’ 719 Taylor Street of Port Townsend, Washington 98368 Section Adequate By: 18.5% StruCaic Version &.0.101.0 7/28/2010 2:28:15 PM Controlling Factor: Moment LOADING DIAGRAM Center Live Load 0.15 IN L/@05 Dead Load 0.05 in Total Load 0.20 IN L/S99 Live Load Deflection Criteria: L560 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 850 Ib 850 fb Dead Load 293 Ib 293 Ib Total Load 1143 Ib 1143 Ib Bearing Length 1.20 in 1.20 in = BEAM DATA Center 10 ft Span Length 10 ft Unbraced Length-Top 1.33 ft Fioor Duration Factor 14.00 Notch Depth 0.00 FLOOR LOADING Side 1 Side 2 MATERIAL PROPERTIES. Floor Live Load FLL= 60 psf 40 psf #2.- Hem-Fe Floor Dead Load FDL= 15 psf 15 psf Base Values Floor Tributary Width FIW= 1.5 ft 2 ft Bending Stress: Fb= 850 psi Fb'= ; 814 psi Wall Load WALL = O pif =1.00 Cl=1.00 CF=1.20.Ci=0.80 Shear Stress: Fv = 150 psi Fv'= 116 psi BEAM LOADING Cd=1.00 Cm=0.97 Ci=0.80 Beam Total Live Load: wL= 170 plf Modulus of Elasticity: E= 1300 ksi E'= 1112 ksi Beam Total DeadLoad: wD= 53 pif Min. Mod. of Elasticity: E_min= 470 ksi E_min'= 402 ksi Beam Self Weight: BSW= 6 pif Cm=0.90 Ci=0.95 Total Maximum Load: w= 229 oplf Comp. + to Grain: Feo-L= 405 psi Fe-'= 271 psi Cm=0.67 Controlling Moment: 2857 fib 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 983 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Reg'd Provided Section Modulus: 42.1 in3 49.91 in3 Area (Shear): 12.66 in2 32.38 in2 Moment of Inertia (deflection): 103.22 ind 230.84 in4 Moment: 2857 ft-lb 3387 ft-lb Shear: 983 Ib 2512 Ib NOTES 5665 ARGHITECT RICHARD © M prn- STATE OF WASHINGTON ‘ * Project: Rac i . ei Location: eer fad Footing fo Richens Garg aii Ninalad Terrapin Architecture sn Strubale 719 Ta ? sects Rib tate ylor Street of [2009 Intemational Building Code(2005 NDS)] * Port Townsend, Washington 98368 Footing Size: 1.5 FT x 1.5 FT x 10.00 IN ‘ Reinforcement: #4 Bars @ 11.00 IN. 0.C. E/W/ (2) min. Section Footing Design Adequate StruCaic Version 8.0.101.0 7/28/2010 2:28:15 PM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: Fic= 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: We 15 ft Length: L= 1.5 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood = Column Width: m= 4in Column Depth: = 4 in TT FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1150 psf Effective Allowable Soil Bearing Pressure: Qe = 1375 psf Required Footing Area: Areg = 1.88 sf 10 in Area Provided: = 2.25 sf Baseplate Bearing: - G Bearing Required: Bear = 3470 tb T Allowable Bearing: Bear-A= 44200 Ib _— Beam Shear Calculations (One Way Shear): Beam Shear: Vui = 530 Ib L Allowable Beam Shear: Vet = 8438 Ib 3 Punching Shear Calculations (Two Way Shear): ! 15 ft | Critical Perimeter: Bo = 41 in Punching Shear: Vu2 = 2345 Ib [FOOTING LOADING Allowable Punching Shear (AC! 11-35): ve2-a = 57656 Ib Live Load: PL= 910 Ib Allowable Punching Shear (ACI 11-36): ve2-b = 77813 Ib Dead Load: PD = 1678 Ib Allowable Punching Shear (ACI 11-37): ve2-c = 38438 Ib Total Load: PT = 2588 Ib Controlling Allowable Punching Shear: ve2 = 38438 Ib Ultimate Factored Load: Pu= 3470 Ib Bending Caficulations: Factored Moment: Mu = 7807 intb Nominal. Moment Strength: Mn = 85413 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: = 0.41 in Steel Required Based on Moment: As(1) = 0.03 in2 Min. Code Req'd Reinf. (Shrink./Temp. (ACI-10.5.4): As(2) = 0.36 in2 Controlling Reinforcing Steel: As+teqd= 0.36 in2 Selected Reinforcement: #4's @ 11.0 in. o.c. e/w (2) Min. Reinforcement Area Provided: As= _ 0.39 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 6 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES 5665 REGISTERED CHi RICHARD CN aaa STATE OF WASHINGTON i A C KO O NS KO | © TE R R A P I N AR C H I T E C T S , P C . 20 1 0 [ p A T E : 1 - 2 1 - 1 0 AN AD D I T I O N FO R RI C H A R D AN D GE R A L Y N N sc a l e , |" = 10 ) PR O J E C T DE S C R I P T I O N : NE W 21 0 $Q . FT . AD D I T I O N | 40 ' - 0 ' SI T E _ A N D OW N E R AD D R E S S : _ a ry e Il 33 R D $ : -- — - - = ya y i PO R T TO M N S E N D , WA $ 8 5 6 3 | OR S %| ‘N E N CR I C K E T OV E R ~ Hi e Ve e Ne s “u s PH O N E # 36 0 - 3 8 5 - 1 2 0 6 | in d “4 Ea he Ro m e * E X T E N T OF AI T I O N , GA N Z Z ae pe Te e ee e -— ~ _ _ _ | - _ _ — a & i < CO N T R A C T O R : | a. | ai e OE AY 5. EF zg WA L L Y W O R K S | | DA S H E D LI N E DE N O T E S r— | - z; 2 gk PH O N E # 36 0 - 3 8 5 - 2 7 1 | | | | BU I L D I N G FO O T P R I N T . —F $ aw AG 22 8 | , ty 02 5 ZO N I N G : Re l l , RO S E W I N D PU D | 7, Ga n Sy In | ze e | SO L I D LI N E DE N O T E S | Y a OB KE Q U I CR 8 2, pa l 2g LE G A L DE S C R I P T I O N : | | BU I L D I N G RO O F P R I N T . —— Z , 1- 8 " Mi n e o & ef "a o e , Le e ee e RO S E W I N D PL A N N E D UN I T D E V L P M N T | 4 Pu d AT K E N U Ra t em % = PA R C E L & | | " y SE lw - | 0- 0 5 0 . C) %: Ar e , i Oo | 43 ' - 4 ! | qe Ne a TA X PA R C E L #: 9 4 1 0 0 0 0 8 4 a ! F d el ee e "a Ye oy , | A r s 20 ’ fo u r PE R | | TA N K 15 tt , Z> CO D E S : J - Ro s e w | NO | Ks 2 & 30 0 4 IR C , 20 0 7 WE G eV I A Q CR N QS | sa a n | | ea d of ik 5' - 0 " . | Ww , vi t “2 e Zz O LO T CO V E R A G E : SQ . F T . /— EX I S T , PO W E R |0 ' - 0 ! — EX I S T I N G TR A S H CA N © | Uo LO T AR E A 49 5 0 | Pp e r B A C ig ME T E R FR O N T [E N C L O S U R E 9 | jz BU I L D I N G FO O T P R I N T EX I S T . 81 0 EX I S T I N G CO N C R E T E | —— EX I S T . PH O N E SE T B A C K | ® | BU I L D I N G FO O T P R I N T NE N = ig 0 t s « é s S WA L K W A Y S AN D PA D [I ] _— EX T . WA T E R SH I T OF F T te TO T A L FO O T P R I N T 94 0 | | 5 LA y— EX I S T . RE T A I N I N G | — i TO T A L L O T CO V E R A G E = 4 [_ _ ! i WA L L PI L E T e , MA X . CO V E R A G E AL L O W E D 35 % tT $ i” | OS | = : 0/ IM P E R V I O U S AR E A : SQ . FT . EX I S T I N G 0. RO O F P R I N T \1 8 8 | ST A I R S DO W N | \ ex e r i n CO N C R E T E WA L K W A Y S 45 0 | | er e eu r k i h i c =< TO T A L IM P E R V I O U S AR E A 16 3 8 me \ IM P E R V I O U S AR E A 33 % | \ Q | i\ 8) FL O O R AR E A : 5Q . FT . | - == PP R O V E D 8 MA I N FL O O R EX I S T I N G 42 EX I S T I N G RO C K | Da t e : ie ) ov WZ to UP P E R FL O O R EX I S T I N G 4 RE T A I N I N G WA L L — pe r m i t No : BE L L O - oY $ NE W AD D I T I O N 21 0 y ; ; a ar TO T A L HE A T E D |6 6 6 NO R T H D EC E I V E By : Se r e n SO YD CO V E R E D PO R C H |0 0 a. S| TE P L AN ui l d i n g Of f i c i a Ev e n RO O F DE C K 4 WA S H I N G T O N ST A T E EN E R G Y CO D E 2 0 0 4 SE N OF PO R T TO N N S E N D AO R S PR E S C R I P T I V E OP T I O N V: SC A L E : |" = 10 ! JU L 2. 9 20 1 0 PP ea r s WI N D O W S SH A L L HA V E MI N . U= 0 . 3 4 ae BO L O -1 S Y IN D E X TO DR A W I N G S } y oF Be a am i a d l 2 vn U2 0 5 6 Cl i v OF PO R T TO W N S E N D Al O SI T E PL A N & PR O J E C T IN F O R M A T I O N 7 = Re DS O A2 . 0 FL O O R PL A N S WA L L S = R- 2 l A3 | _ FL O O R FR A M I N G PL A N | | A3 2 RO O F FR A M I N G PL A N NO T E TO OW N E R S , CO N T R A C T O R S AN D || nt o SE C T I O N A- A M TH E S E PL A N S AR E IN T E N D E D TO CO N T A I N AL L IN F O R M A T I O N RE G U I R E D TO DE M O N S T R A T E CO M P L I A N C E WI T H AP P L I C A B L E BU I L D I N G AN D ZO N I N G CO D E S . IN CA S E OF AN Y IN F O R M A T I O N TH A T | MA D SE C T I O N B- B SH E E T : AP P E A R S TO BE LA C K I N G , PL E A S E CO N T A C T TH E AR C H I T E C T IM M E D I A T E L Y . || A5 . O NO R T H EL E V A T I O N ¢ BR A C K E T DE T A I L 5. TH E S E PL A N S CO N T A I N TH E MA J O R I T Y OF TH E IN F O R M A T I O N RE Q U I R E D TO BU I L D TH E ST R U C T U R E SH O W N ON TH E PL A N S . HO W E V E R , IT IS NO T PO S S I E E E , TO AN T I C I P A T E EV E R Y PI E C E OF IN F O R M A T I O N | | AS EA S T EL E V A T I O N SE E D E D FO R CO N S T R U C T I O N . TH E AR C H I T E C T S HA V E MA D E A GO O D FA I T H EF F O R T TO ST R I K E A RE A S O N A B L E BA L A N C E BE T W E E N PR O V I S I O N OF IN F O R M A T I O N AN D CO S T OF TH E PL A N S , TH E PL A N S AS 2 . WE S T EL E V A T I O N A | OC WI L L IN E V I T A B L Y CO N T A I N MI N O R DI S C R E P A N C I E S AN D AR E A S LA C K I N G IN SP E C I F I C IN F O R M A T I O N . DU R I N G TH E CO U R S E OF CO N S T R U C T I O N , AS TH E S E AR E A S EM E R G E , TH E Y WI L L RE Q U I R E AT T E N T I O N | A6 0 EL E C T R I C A L PL A N AN D RE S O L U T I O N . TH E BE S T RE S O L U T I O N OF IS Q U E S OF TH I S TY P E IS MO S T OF T E N AC H I E V E D TH R O U G H A JO I N T DE C I S I O N MA K I N G PR O C E S S IN V O L V I N G TH E OA N E R S , AR C H I T E C T AN D CO N T R A C T O R ( S ) . | © TE R R A P I N AR C H I T E C T S , P. C . 20 1 0 DA T E : 1- 2 7 - 1 0 SC A L E : |/ 4 " = |' - O UT , Op z y) re Bo A b Zi n e ie I 4 ' O " 4' - 0 ! as 5 = > 2 a wy | © && ke 8 ( H 0 U 2 - 6 0 9 2 . 5 HO L D O W N 51 " , 24 0 " 5 1 " # < e . \ a F O g i s AM BE L O W W/ - so ea e 5/ 2 " AL L - T H R E A D , 3x 3 x \ I / 4 " _ =P a e PL A T E WA S H E R # NI T O N | nT \ : e f |e a \ t o z e “a aa I a ar e ps ) =O | BO T T O M OF B E A M , T Y P I C A L . s o n e ES u t = IW |9 ZF eI (4 ) TO T A L 4 (a y |B ) PO R C H I< e e WN 4 2e x d / O _ | 2N b x 4 / 0 Ws —" Ki CA S E M E N T | CA S E M E N T / VY * 2 X 6 SI L L PL A T E WI T H — of | Za a e r a l e s Ue sa h ii 4x 4 PO S T AT i ; CO N T I N U O U S R2 1 IN U L . 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Oo a | | | z) , ie | Se be Te 5" 3- 0 " | / | | | en 2 [| | es | | | Ya | | ( A a 8 | \ re 7 : = _ 3 | 7 | | vy V4 SH S | | (B Y an PO p e TT a4 y —— i | SO n ? | J S 9 8 2 ™ | ae s a iL a | L _ <t a e | ©) | an ye e _ / S AL S —a e == = es NO R T H ff —_ q SH E E T : | ul — I N | || | : A Z O | — - 1 | [7 © TE R R A P I N AR C H I T E C T S , P. C . 20 1 0 DA T E : 1- 2 7 - 1 0 SC A L E : | / 4 " = |' - 0 ' (B » Oo z n A 4 y t y e I e z Zi z 3 a z mi g | ) | Q F $ 3 Fm P. T . 4x 4 H- F # 2 PT . 2X 6 @ 16 " 00 ei s a O la y g / p7 Fa . GQ , oO Ww Ss e or ax a we r t r a e | / Pe r e re n t / FL U S H FR A M E BO T H EN D S . . w Ee , 5 - . / _ ip ! 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SI L L P L A T E _ / Wi e i s o f \ — PT , 2 X 6 LE D G E R BO A R D Lt BE L O W FL O O R a ~ | —— 2X 0 LE D G E R BO A R D . |/ 2 " EP O X Y BO L T —- — _ — ; f | ee e , Ne Jf 7 \\ a + | ia s - _ — — — | . : | _ 8 oY Z W Ty _ I SO W =¢ | | _ [ \ | > & i 5 | || | | I GO nq z | O O n e / 2 2 8 | |_ | : - T P L , [ | | i l N O R T H e e e G p j a z i | _I5-o" lo s e " \' - 4 " \a ' t o " |\ - 4 " t | sl | = 5 | _ RI D G E BE A M ‘c ' ) 2x l 2 @ 24 " 06 , |_| 7 * - DF # 2 6X I 2 OR | | 3e l / B " x 1 0 - 1 / 5 " MI N , —_ r | 24 F - V 8 GL U L A M , —— — > | | | | Ve e | | | \ y\ | 2x i 2 @ 24 " 00 , W/ 2x \ 2 @ Lf | & | f) 24 <7 _ a0 ) tf } 2 Le Le | — re y NI Vea 2x l 2 @ 24 " OL , DF 3 2 4x 6 RI D G E BE A M M o O 2 LL = 2X b RI D G E BO A R D y | © TE R R A P I N AR C H I T E C T S , P. C . 20 1 0 ARCHITECT t—™ REGISTERED ICHARD CN, RFR STATE OF WASHINGTON 5665 a2, DA T E : 1- 2 7 - 1 0 SC A L E : |/ 4 " = |' - 0 ' ARCHITECTURE rc 719 TAYLOR STREET TERRAPIN PORT TOWNSEND, WA 98368 PHONE: (360) 379-8090 ROOF FRAMING FLAN | — ADDITION FOR: RACKONWSK| 3|l 33RD STREET PORT TOWNSEND, WA 48368 S H E E T : Bg a INS) © T E R R A P I N AR C H I T E C T S , Pc . 20 1 0 pa r e : 27 - 1 0 | | SC A L E : |/ 2 " = | ' - 0 ' | | 1 | G 8 5 (6 _— B E A M '¢ ' Ga \ £8 _ SE E RO O F FR A M I N G PL A N b= = a FO R OP T I O N S . | GI G p) a — RO O F C O N S T R U C T I O N | ei e o s - L A A A J | eo Lu , / C O M P O S I T I O N SH I N S L E S | . = wy Zi w % RO O F I N G FE L T | 3 z < i> & 2" C D X PL Y W O O D S H E A T H I N * & Qu s3 2 X 1 2 RO O F JO I S T S @ 24 " 0 6 . Va s e R - B B H I G H DE N S I T Y FI B E R as e BA T T IN S U L A T I O N to Ea PL Y W O O D ¢ BE A D B O A R D = 22 8 | fa s an e s 5° 2 | L L S 5 2 { | I < a b e | | i ~ D A | i z | | < — Rn | x fi . NO T E : “s T H E EX A C T HE I G H T OF T H E 6 = TO P PL A T E TO BE | as DE T E R M I N E D IN T H E FI E L D . = TH E GO A L IS TO AL I G N | NO ) TH E EX I S T I N G EA V E WI T H Li S TH E NE W EA V E , = SD ow L S = — - WA L L CO N S T R U C T I O N 8 ar e ST U C C O E X T E R I O R FI N I S H P E R MA N U F . 5 S \ / 2 " CD X P L Y W O O D SH E A T H I N G ' © 2X 6 SI L L PL A T E W/ 2X 4 ST U D S = FL O O R CO N S T R U C T I O N : AT AL T E R N A T E ED G E 12 " 0. 0 . | 3/ 4 " FI N I S H FL O O R CO N T I N , R- 2 1 BA T T IN S U L L A T I O N SD 3/ 4 " C D X PL Y W O O D SU B F L O O R RU N HO R I Z O N T A L L Y S 2X 8 FL O O R JO I S T S @ 16 " 06 . IN T E R I O R FI N I S H |S BE A D B O A R D eo — 4X x I 0 BE A M 'B ' R- 3 O H I G H DE N S I T Y BA T T . IN S U L A T I O N OV E R CD X PL Y W O O D . (A L L SE A M S —~ _ o \/ 2 " PL Y W O O D CA U L K E D ¢ SE A L E D TO FO R M CO N T . | of \Z 1 4 - ~ 2X 6 D E C K I N G VA P O R BA R R I E R ) oD w z : 1 5 , @) X ) S S ae ) =, | ) \e ) T R E A D f a ) 2 X 6 — | , ) f \ z e e A D M D O V E O V E A Y E Y E E o C a k s = | \— R I M J O I S T ~ Sm 2x i 2 ST R I N G E R -— 4 L E D G E R BO A R D — ae yi 4 ) R I M 01 S T <C = 9 8 CO N C . PA D — " ol l _ = S \y 4 ro r 4 | c a d , ) SH E E T : | 3' - 0 " A pa s OC a / . © TE R R A P I N AR C H I T E C T S , P. C . 20 1 0 OV E R FR A M E D A T E : 1- 2 1 - 1 0 | SC A L E : | / 2 " = |' - 0 ' y——___—— ~T |' a 4 " RI D G E BE A M WA L L C O N S T R U C T I O N —— = R E M O V E EX I S T I N G ST U C C O EX T E R I O R FI N I S H PE R MA N U F . / R A F T E R TA I L S A S \/ 2 " C D X PL Y N O O D S H E A T H I N G “ . NE E D E D . — , 2 X 6 SI L L PL A T E W / 2X 4 ST U D S a \ AT A L T E R N A T E ED G E |2 ' OC . \ CO N T I N . R- 2 ! BA T T IN S U L A T I O N \ 2 R U N HO R I Z O N T A L L Y i I N T E R I O R F I N I S H I S BE A D B O A R D = [E E L Pa o e y, O V E R C D X PL Y W O O D . (A L L SE A M S J | / CA U L K E D ¢ SE A L E D TO F O R M CO N T . | |\ - 7] _ VA P O R BA R R I E R ) i l v4 | < \ | PL Y W O O D AN D BE A D B O A R D fs ) . | O V E R EX I S T I N G ST U C C O FI N I S H , = =| > St . i o | — EL O . | 3/ 4 " FI N I S H FL O O R «| 3/ 4 " C D X PL Y W O O D S U B F L O O R 2 2 x 8 F L O O R JO I S T S @ I 6 " O C . | = e e e ae | "| R - 3 O H I G H DE N S I T Y BA T T . IN S U L A T I O N R O O F RA F T E R S - V 2 " P L Y W O O D a | . L o e a a n e e ri ee A W W S R Y O A a e y 4x 4 P T . PO S T 4 7 7 ) W CB S G 4 4 —— r | EX I S T I N G 2x 6 PT . S I L L = PL A T E TO R E M A I N ~ / _ U J / ja H A T C H D E N O T E S ) EX I S T I N G R A S T R A Z W A L L . 2 a / , S E C T I O N B - B / S C A L E : |" = | ' - O " \ | D oT 5665 —— — — HA T C H DE N O T E S EX I S T I N G RA S T R A WA L L . ERRAPIN pen SECTION B-B : REGISTERE ARCHITE RICHARD C. ARCHITECTURE 719 TAYLOR STREET PORT TOWNSEND, WA 98368 PHONE: (360) 379-8090 3i| SSRD STRELT ADDITION FOR: RACKOWSK| PORT TOWNSEND, WA 98368 S H E E T : AS , BR A C K E T DE T A I L SC A L E : |" = | ' - 0 " DE T A I L SI M I L A R TO EX I S T I N G ™ J y , : J 3'-0" N. (2 ) SD S 1/ 4 " x 4 " SC R E W S (P L U G G E D ) —— _ © TE R R A P I N AR C H I T E C T S , F. C . 20 1 0 4X 4 IN WA L L AT BR A C K E T LO C A T I O N , —— > | 3' - 0 " 7 — 5/ 8 " 8 " SI M P S O N 36 " ST R A P (P L U G G E D BO L T | (R O U T IN T O TI M B E R S ) —— /| @ BR A C K E T ) o e | | e e oe / 4x 4 / } 3 D A = ic ~ \ i | | - (2 ) $5 W/ 4 " x 4 " | : N SC R E W S | ” v (P L U G G E D ) — x ! | 3-64! L— — ST U C C O T. 0 . SU B F L O O R RE F . EL E V . ; 0- 0 " o: NO R T H E L E V A T I O N SC A L E : |/ 4 " = |' - 0 " o l h e t \ - 5/ 8 "x 8 " ( P L U G G E D B O L T @ BR A C K E T ) RICHARD’C/N ner STATE OF WASHINGTON 5665 DA T E : 1- 2 7 - 1 0 | SC A L E : |/ 4 " = |' - 0 ! ARCHITECTURE ec 719 TAYLOR STREET TERRAPIN PORT TOWNSEND, WA 98368 PHONE: (360) 379-8090 NORTH ELEVATION AND BRACKET DETAIL ADDITION FOR: RACKOWSK| 3i1 33RD STREET PORT TOWNSEND, WA 48368 SH E E T : A D O 10 7 4 ] _ a5 Pig are m1 a8 > Q ah , 2-6" © — nt mM 28% 2 = agi : a ra ie 3 a + & a i in| > 8 zm 5665 = a al m © GISTERED ot 4 g a c “a it © - a © = ZZ RICHARD CLN pep 8 fey STATE OF WASHINGTON i) § = > 4A ADDITION FOR: NORTH ELEVATION TERRAPIN a a RACKOWSK! ARCHITECTURE Ea 3I| 33RD STREET aroun wan “3 PORT TOWNSEND, WA 90300 | PHONE: (360) 379-8090 8 | | ~~ ss as ee e ae HS I N I S OD O N L S MA N —— — — C | i 1 yA] 8 § 9 g | | : = } ‘wal r ait | ho . ) | ; ‘ a 5, Da ane ~ \— 8 = iP A rs sH 5665 = Ia RE "|S ARCHITECT a | = a : RICHARD C.N pre * STATE OF WASHINGTON S pe 3 p> fi ADDITION FOR: WEST ELEVATION TERRAPIN 3 i Cia RACKOWSKI ARCHITECTURE Ea i 3|| 33RD STREET 719 TAYLOR STREET " 7 INO) PORT TOWNSEND, WA 98368 - Oo PORT TOWNSEND, WA 42362 PHONE: (360) 379-8090 ay 1 EL E C T R I C A L SY M B O L KE Y LO W VO L T A G E , RE C E S S E D , DI R E C T I O N A L LI G H T SU R F A C E MO U N T E D CE I L I N G LI G H T FI X T U R E EX T E R I O R SU R F A C E MO U N T E D CE I L I N G LI G H T FI X T U R E WA L L MO U N T E D LI G H T FI X T U R E EX T E R I O R WA L L MO U N T E D LI G H T FI X T U R E RE C E S S E D CA N LI G H T FI X T U R E EX T E R I O R RE C E S S E D CA N LI G H T FI X T U R E gom oe roune b DU P L E X EL E C T R I C A L OU T L E T DU P L E X EL E C T R I C A L FL O O R OU T L E T BN iD DU P L E X EL E C T R I C A L OU T L E T W/ GR O U N D FA U L T IN T E R R U P T WA T E R P R O O F DU P L E X EL E C T R I C A L OU T L E T LI G H T SW I T C H DI M M E R SW I T C H 3- W A Y SW I T C H 4- W A Y SW I T C H 3- W A Y DI M M E R SW I T C H CA B L E TV HO O K U P TE L E P H O N E / C O M P U T E R PA I R E D CA T 5e KREG PET EH O 6D HA R D - W I R E D SM O K E DE T E C T O R © EX H A U S T FA N NO T E : PR O V I D E AL L IT E M S SH O W N ON EL E C T R I C A L PL A N S & AN Y AD D I T I O N A L IT E M S RE Q U I R E D FO R CO M P L I A N C E WI T H AL L AP P L I C A B L E CO D E S . PR O V I D E WI R I N G FO R AL L EQ U I P M E N T ¢ AP P L I A N C E S SH O W N ON PL A N . © TE R R A P I N AR C H I T E C T S , P. c , 20 1 0 REGISTERED RICHARD CN. Arp STATE OF WASHINGTON 5665 | : | | [ is —| | | 6 | é “ | EL E C . HE A T E R —— | | | po | | / | | | Fe | ° o fe , | Ab o by | Pa l | | id | a \ “T R A C K | | | 6) LI G H T I N G —= So AF = | \ | | | NF | | | oP | \ pp s tt | | | | os - | re | al rs | | ! Po o a TO T T I T po s be d p | g l | ° a a | LS KI N A LE A jc ¢ | L \ Pa \ Wf | Le _ n | | | | \ LO _ / | 7 [ | \ / ss ) | | \ rs _ | | C3 a yf / | al \/ TS b— H I 4 ee ee e : | le LZ | a I | i a To S TT | | | 4 | | | DA T E : 7- 2 7 - 1 0 SC A L E : |/ 4 " = |' - 0 ! ERRAPIN ARCHITECTURE rc PORT TOWNSEND, WA 98368 19 TAYLOR STREET PHONE: (360) 379-8090 T 7 | ELECTRICAL PLAN | — ADDITION FOR: RACKOWSK| 3l| 33RD STREET PORT TOWNSEND, WA 48362 SH E E T : AC O