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HomeMy WebLinkAboutBLD10-011CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMEN): 181 Quincy Street, Suite 301A, Port Townsend WA 98368 PLUMBING CERTIFICATION PRESSURE TEST BUILDING OWNER_WO@O 2 i2106° PERMIT #- GLO 1° -O1l) ADDRESS_4\ 0 S44 st _ DATEOF TEST_Y-i>~/O PLUMBING CONTRACTOR LICENSE #_ (SOG AND co 24LS CJ GROUND WORK ROUGH-IN PLUMBING ) FINAL - DWV WATER SERVICE Air PSI Air PSI Water jO' Head Water (9 Working Pressure — Time 30 Minutes Time 83C Minutes NOTE: TESTING REQUIREMENTS (SECTION 318 UNIFORM PLUMBING CODE) MINIMUMS: Water Test — 10’ Head — 15 Minutes Test at Working Presure Air Test — 5# PSI — 15 Minutes 50# PSI — 15 Minutes I hereby certify the information provided above is the result of the Plumbing System pressure test conducted by the undersigned at the indicated address and date. Misrepresentation of this certification is a gross misdemeanor under RCW.9A.72.040 subject to a two-year statute of limitation. VISUAL SYSTEM INSPECTION IS REQUIRED BEFORE COVER. Signature | Date 4 -|3 -16 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG permite BULOf))-Ol/ DATE RECEIVED__/ LL 2/ OF SCOPE OF WORK: . dan Len f Kem odel b Rew windaus oe pedram/ bath, side af Nousoe . DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS i/a7Ho Pluw reuiedn» complet a, Zoning: ty SW Setbacks OK? Nn CM AAbe Lot Size: oo Y Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? A! Historic Rev? | AK Notice to Title? WU Lots of Record? BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-011 Permit Type Residential - Addition/Remodel Project Name —_ Bathroom Remodel Site Address 910 54TH ST Parcel # 972903501 Project Description Bathroom Remodel Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Woodbridge Tste Jennifer Owner Woodbridge Tste Jennifer Representative Berg Richard (360) 385-5409 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 $42,640.64 Dwellings — Remodel @ 50% 896 SQFT Plan Review Hee 372.48 Units: Heat Type: PROPANE PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: 3 Construction Type: V - B PLAN REVIEW REFUND 50 -50.00 Bathrooms: 2 Occupancy Type: R-3 Building Permit Fee 573.05 State Building Code Council Fee 4.50 Technology Fee for Building Permit 11.46 Record Retention Fee for Building 10.00 Permit Total Fees $ 971.49 *** 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 owner of the PY perty or authorized agent of the owner. enn Date Issued: 02/10/2010 Print Nam 7 : Issued By: MWAY Signature ( rd ge : path 0,200 Date Expires: 08/09/2010 NJ BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-011 Permit Type Residential - Addition/Remodel Project Name — Bathroom Remodel Site Address 910 54TH ST Parcel # 972903501 Project Description Bathroom Remodel Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name _ Date Issued: 02/10/2010 Issued By: MWAY Date Expires: 08/09/2010 Signature _ _ ____— Date 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. 972903501 PERMIT NO. BLD10-011 ISSUED DATE 02/10/2010 EXPIRATION DATE 08/09/2010 ADDRESS 910 54TH ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER WOODBRIDGE TSTE JENNIFER PROJECT DESCRIPTION Bathroom Remodel CONTRACTOR WALLYWORKS LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT FRAMING . PLUMBING \ BAZ Who 77 MECHANICAL TA SHEAR WALL INSULATION FAVA | R-2% GWB SES Poz/o| Dette lug. ox i. | MISCELLANEOUS FINAL BUILDING tx KA TO REQUEST AN INSPECTION CALL (360) 385-2294. - INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND DSD ~ Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application ProjectAddress: », ,, _ oe Legal Description (or Tax#) Office Use Only AQ SY47% — T6260 | Addition: Mont ahd | permit #e.p10. ON Zoning: [< - 2 SF) Block: — Associated Permits: Parcel#_9 72-9 025 01 Lot (s):_[| @ ¢ Project Description: 2 | ss / DaAthvoeOm VEMOAE 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. , Prope Owner/Applicant: 7 | AY Qha b, Q Name: 2 Wy if ( Address: 4 (0 Sy4* St citysuzip:_ f- 7 ,)WA 9656 Phone: Email: 340 479 Y63- , .Contact/Representative: Name: RK \Chatd hMevra Phone: 20 3 74 %> C yb O fi Email: (1 chara & vic avd beygarchitelc 7 Contractor: O Same as Owner , /; ) Name: /alcolm Dern Wally wor Address: 1027 Lawvence 5 City/SUZip: \/\ [A AHOLD Phone: S60 3284¢ 2 77 } Email: VA HY Works By F in put. ned State License # WALLY L992 GExp: City Business License #: Lom Building Information (square feet): 1* floor_/>4 4 Garage: 62 2" floor Carport: “43 (, 3" floor Other: Basement Finished: Unfinished: Decks / Porches Covered: Uncovered Heat Type:_ from ain? | § lecty'¢ base Electric. | Heat Pump Other Total: #Bedrooms__. <_ #Bathrooms_2- Size of lot_/0,2°° _ Square feet Total Lot Coverage (Building Footprint):* a we) -/| 545 % 4+O,2 Square feet: / Impervious Surface:* Square feet: “O95 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: NL Project Valuation: $ What year was the structure built? _/ 4a If work includes demolition, see Page 2. Any known wetlands on the property? Y NY Any steep slopes (>15%)? Y (N) | 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 associated with this permit will be in accordan: t7 ce with State Laws and the Port Townsend Municipal Code. Print Name:_~ @ 1) = ev WoceApracge Signature: Apvid Date: Jas 1, (2, 20/0 / Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING | PERMIT IT APPLIC (CHECKLIST J j TION ai o e This checklist is for new dwellings, ation | remaalg and garages. 4 | Residential permit application. Washington State Energy & Ventilation Code forms Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: A site plan showing: 1. CH O N D A WH 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: 1 2 3. 4. 5 6 7 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 Wall section: OA N D A A R W N > 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 40. Roof sheathing, roofing material, roof pitch, attic ventilation Exterior elevations (all four) with existing slope of the land in relation to all proposed structures (| If architecturally designed, one set of plans must have an original signature If engineered, one set of plans must have one original signature For new dwelling construction, Street & Utility or Minor Improvement application !f 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- ECEIVEIN) JAN 12 2010 City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 CITY OF PORT TOWNSEND DSD (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: by Exhaust Option 0 HVAC Integrated Option If you chose “Exhaust Option,” complete the following: ; @ Where is your whole house fan located (what room, etc.)? BATHROOM e@ What size is the whole house exhaust fan? See table below: Floor Bedrooms Area, ft2 i 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50.75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 = 413 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 §=120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 = 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155. 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *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, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? C1 Window Port w Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: O Wall Heater OO Baseboard UO Electric Forced Air QO Boiler © Non-Electric: CO Propane QO Oil Heat O 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) CiBacked batts e@ Walls: CiPoly plastic (greater than or equal to 4 millimeter thick) OlFace-stapled, backed batts OlLow-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) CLow-perm paint HEAT PUMP EFFICIENCY: 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 [Water 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: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OiGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) OiGreater than or equal to .88 (High Efficiency Options) OlOther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc ington State Energy Code - Prescriptive JAN 12 2010 TABLE 6-4 PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY CITY OF PORT TOWNSEND CLIMATE ZONE 1 Sp Glazing Glazing U-Factor . wal? | Walle | Walle Stab® Option | Area”: , 7 all Ceiling? erat: Above oe ext’ | coo | on Floor i actor ing Grade Below % of Vertical | Overhead G G Grade L 10% 0.32 0.58 0.20 R-38 R30 RI5 R-15 R-10 R-30 R-10 i.* 15% =| 035 0.58 0.20 R38 R30 R-21_ | R21 | R-10 | R30 | R-10 TH. 25% 0.40 0.58 0.20 R-38/ R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-1 U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only TV. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies Only Vv. Unhimited 0.35 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-1 U=0.031 | U=0.034 | U=6.057 U=0.029 and R-2 Occupancies Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to ail 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 distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the insulation. Other single rafter 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 ievel 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 fiave 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 Receipt Number: BLD10-011 972903501 Plan Review Fee $372.48 $372.48 $0.00 BLD10-011 972903501 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-011 972903501 Building Permit Fee $573.05 $573.05 $0.00 BLD10-011 972903501 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-011 972903501 Technology Fee for Building Permit $11.46 $11.46 $0.00 BLD10-011 972903501 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $921.49 10-0035 01/12/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-011 CHECK “4004 «$924.49 Total: $921.49 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-011 972903501 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 4000 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 TRACY’S INSULATION INC. FEB 10 20 je “Insulating your Community” PO. BOX 567 CITY OF PORT TOWNSEND PORT ANGELES, WA 98362 INSULATION CERTIFICATE THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE ENERGY CODE) OR PER APPROVED PLANS, AT THE ADDRESS LOCATED BELOW. ADDRESS SUM arr ery SUB- CONTRACTOR: TRACY’S INSULATION INC. CONTRACTOR’S REG. NO. TRACYII917BT MANUFACTURER THICKNESS R-VALUES iM \ £2 WMS Le Ae SERIE EXTERIOR WALLS ne Us ec Z Z| Type of material: Fiberglass ATTIC BATTS \\ iB Type of material: Fiberglass SLOPE/VAULTED CEILINGS 1; Type of material: Fiberglass IN { h ATTIC BLOW MAN 4 YaAbage a Type of material: Fiberglass YN an at FLOORS Type of material: Fiberglass \) ms PIPE WRAPS Ky Type of material: Fiberglass YES NO x VAPOR BARRIERS CEILING NLA WALLS if — FLoors N/ff (Ki WAT nul ia Ora Wanage_Z/4/ 1) anaes aeNnivRe TITLE se RE G I S T E R E D AR C H I T E C T RI C H A R D C. N. BE R G ST A T E OF WA S H I N G T O N Ri c h a r d Be r g Ar c h i t e c t s , PC =e 71 9 Ta y l o r St r e e t Po r t To w n s e n d . WA 98 3 6 8 32 ' - 0 " (3 6 0 ) 37 9 - 8 0 9 0 7 a a e k i t P D : f o s A f a v E X E I Zo n e (A ) 26 % 44 2 S1 8 , # 2 OV A CG ) [i g x 12 . 4 % + (5 5 8 % 2 13 ' s /2 0 pe r ; . f” P ; G TA . Ox s Hi A H t fr a ty @, OF FI Ca l Cr e # H | 52 ' - 0 " a pe e ) 70 8 16 5 8 % + 1¢ ' =U PL F Os t a , ex t , wa l l fr a m i n g CA fe y la t e r a l fa a d re s st a n c e ) ld 46 rs FI L E R AA JA N 12 20 1 0 0x 4 bx | 2S lo AO ae t e . CI T Y OF PO R T TO W N S E N D TR E ee s DS D L a! Py e Ft @ ? REMODEL FOR JENNIFER A oS O [D J PROJECT DESCRIPTION: BEDROOM AND BATHROOM REMODEL l00'-o" SITE ADDRESS: rg Fe NE a a ee 9IO 54TH STREET ) PORT TOWNSEND, WA 48368 : g ¥ OWNER ADDRESS: , . : EXISTING GROUND 5624 LANDES STREET) — i“ i ed | nn ABOVEGROWD TC PORT TOWNSEND, WA 48368 aT ‘PROPANE TANK — . PHONE # 319-4832 | spe | EXISTING RS 1 YARD, FOUNTAIN \ CONTRACTOR: SETBAC ae eds WALLYWORKS 1 ‘ PHONE # 385-2711 | | /) | ZONING: R-2 (SF) ee ~o——- | [ EXISTING LEGAL DESCRIPTION: x , eae PATIO | MONTANA ADDITION t— BLK 35 LOTS | ¢ 3 | | | | f. | | | | EXISTING SFR. | TAX PARCEL #: 41240350! | | 2271 $Q. FT. | ! : CODES: 2 Pel a es 2 2006 IRC, 2006 WSEC # VIAQ ao" SS : | WASHINGTON STATE ENERGY CODE 2006 > | page Le | PRESCRIPTIVE OPTION IV: 8 INDICATES BUILDING NEW WINDOWS SHALL HAVE MIN. U=0.35 | FOOTPRINT | : NEW SKYLIGHTS SHALL HAVE MIN. U=0.58 at a | Bro" NEW GLAZED EXT. DOOR SHALL HAVE MIN. U=0.35 9 eel se hams age! eae ee 4 5 A ae ee, : LOT COVERAGE: SQ. FT. | | ie | LOT AREA 10,000 ERT: ELM Some S IB" ROOF OVERHANG , BUILDING FOOTPRINT 2271 oer Pa | ON HOUSE, NORTH | oto CARPORT FOOTPRINT 456 | J wn oe oe — |: eee TOTAL LOT COVERAGE 27133 | ! : | ATRON. LOT COVERAGE 213% I on = ’ 1 (LOT COVERAGE WILL NOT CHANGE) | | ide | | | | | i | | IMPERVIOUS AREA: SQ. FT. | l ROOFPRINT 3024 | = SSeS SS oe [24 nage overuse leanne 2 Mae ie aes dt ~ | DRIVEWAY 408 i ; & WEST ONLY DECK, PATIO AND WALKWAY 648 . TOTAL IMPERVIOUS AREA 4085 i l IMPERVIOUS AREA 40 3% EXISTING GRAVEL (IMPERVIOUS SURFACE WILL NOT CHANGE) > DRIVEWAY FLOOR AREA: SQ. FI. 1 | MAIN FLOOR HEATED 1644 | 8 GARAGE UNHEATED 628 | CARPORT 456 NOTE TO OWNERS, CONTRACTORS AND BUILDING OFFICIALS: |. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION 4TH STREET REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE BUILDING AND ZONING CODES. IN CASE OF ANY INFORMATION THAT APPEARS TO BE LACKING, PLEASE CONTACT THE ARCHITECT IMMEDIATELY. 2. THESE PLANS CONTAIN THE MAJORITY OF THE INFORMATION REQUIRED TO BUILD THE STRUCTURE SHOWN ON THE PLANS. HOWEVER, IT IS NOT POSSIBLE TO ANTICIPATE EVERY PIECE OF NORTH INFORMATION NEEDED FOR CONSTRUCTION. THE ARCHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND COST OF THE PLANS. THE PLANS WILL INEVITABLY CONTAIN MINOR DISCREPANCIES AND AREAS LACKING IN SPECIFIC INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE, THEY WILL REQUIRE ATTENTION AND RESOLUTION. THE BEST RESOLUTION OF ISSUES OF THIS TYPE IS MOST OFTEN ACHIEVED THROUGH A JOINT DECISION MAKING PROCESS INVOLVING THE OWNERS, ARCHITECT AND CONTRACTORS). DATE DESCRIPTION © RICHARD) BERG ARCHITECTS, P.C. 2008 GI S E ST R E E T PH O N E : (3 6 0 ) 31 9 - 8 0 4 0 FA X : (3 6 0 ) 31 4 - 8 3 2 4 RI C H A R D BE R G AR C H I T E C T S , P. C . 71 4 TA Y L O R ST R E E T Nc h a r d e n i c h a r d b e r g a r c h i t e c t s . c o m HP O R T TO W N S E N D , WA 48 3 6 [7 S RI C H A R D © Nt RE D S TA T S GF WA S H I N G T O N , 54 6 6 5 APPROVED Date: WA y uf Q SI T E PL A N € PR O J E C T IN F O Permit No: te) — Of { By: 77] Building Official CITY OF PORT TOWNSEND JN SITE PLAN a> SCALE: I" = 10 a CITY OF PORT TOWNSEND DSO INDEX TO DRAWINGS A3.0 ELEVATIONS Al.O SITE PLAN & PROJECT INFORMATION A2.0 EXISTING MAIN FLOOR PLAN A2.| PROPOSED MAIN FLOOR PLAN FILE COPY RE M O D E L FO R : JE N N I F E R WO O D B R I D G E 91 0 54 T H ST R E E T PO R T TO W N S E N D , WA 42 3 6 8 ALO > WO ? $3 2 9 1 42 I 0 B Jo g JO U O PI O 8 er e s no u s 2 a S9 E S b YM 'C N A S N M O L Lw O d Oo ‘g u e r Hp LI I S HL S Ol b 2 § ew SK NW 1d SO O T NI V 7d 'S L O A L H O A Y Es 4 cy so d l a a d o o $ OM I OH O Os u a L S I D S Y ~~ NO | L I T O W S G ON Y ON I L S I X S "a o s se Fr a g s A -, N = : § —| 2 . _ |y u ee | 7 Oo 7] (Y Y ii Ol z I O] / 8 5 rT 28 8 I a é| | 2 Dy — El s ag e < xi ¥ : a <x x © >. 88 x i ry ag e ‘a 3 \ : ; # | : pe ag 8 a gi f | | av e |e ) we s UI I E Si l = 2 i | [© © a3 er . - | ° 2 Li f oT | ll 98 © a II I Bo / | pe e s ts ae é | ae ip = [p = = ee SS ) ra I 2 i ae Te or ) en — ee ee ~ he s SR S ag [h e ae si ai l [a t Lo ea e cS he | en wi en e II ia d z ra j cy i ae i es Ho Fa ) Co n e , ih o 1 sx e > o Ow n AI Se ae et e as er s 55 3 8 5 i ma h LJ at e d ) | ne #: , == = == os Li t e = = || w SB n a! i Hi e | we . ' a ; | 52 iT ‘5 (P a 2 S = - = 2 s = = 2 = = 4 | Li l ae | tI / i co i Li es es Ss 8 {r e s e a r c 2 2 a wS s a ae ge t rc mM « | | I \ | r~ II I , | ,o “ < r I l \ " \, rT l \ — | cc a EXISTING GARAGE STING CARPORT DRAWN BY: AD. DATE: I-ll-lO SCALE: REV DATE DESCRIPTION 1/4" = |'-O" MIN. NEEDED ; FOR prepay ge © RICHARD BERG ARCHITECTS, P.C. 2008 Is5h" > II-4" eae F 24" 4! 24 G | SAFETY GING | < IN FILL AS (co) (D) 3" 2lex4jo_ NEEDED 2lex4/0 | | 2/0xA/0 3/oxbl@ \ \2/Ox8/0 CASEMENT ¢, PIC ICTURE NEW AIR INLET ——— Ata may — — ; =i E TI § 20 CFM y) BATH y 2 NHL ieee, y SOAKING TUB TILE 50 CFM y | Oo 8 ‘ 8 A \eeeniet A = EXISTING ELECTRICAL yo] See Y) |BEVERLY astm fs Saeed Tata NEW AIR INLET Y slhseg 7, |6040 oR TILE A in nan ae a ME|PoE®? Al ay || <> [ome F 9 blebs y) id 3-6 E|% 893 Y) |DECKMOUNT || 3/0x6/2 l £T|Z5"8 3-LITE VY < — (uuen 7, -— EXISTING Y «|= g28 ection R310, 2006 IRC Ly 4 y) » VINS ROOM rm All sleeping areas are to be provided | 240" y i, with egress opening shall have a | V NEW OR y) bY HARDWOOD 1 ini 4/0x6/8 y} RECYCLED WHOLE , in minimum of 5.7 sq. ft. BI-FOLD | y} y) “ minimum height of opening, 24" MASTER i HOUSE FAN W/ y Ob £ minimum width of opening, 20" BEDROOM yA 24 HR. TIMER 2x6 is EG HARDWOOD IA | 49cm YY PLUMBING Be \ Ee | y} [a COUNTER ——," V) WALLS bs Zz B 4 a ey | u y | peta a ; Ge y ry Section508 - Uniform Plumbing Code. a z 6 s IMERCONNECED werd <> iB ! y | hy ER y HINH y ty Water heaters shall be strapped at points within . x w BACKUP -TYP: 4/0x6/® da y} | y ZZLLs~hhdaaddd. the upper and lower 1/3 points of its vertical -“ S< A BI-FOLD | 4 yj cele dimension. At the lower point, a distance of not 2 5 | i) y) STACK y 2 “1 2'-6" less than 4" shall be maintained above the ) WD y controls with the strapping. C = l <1» a; y y FRENCH DOOR 2 (3) 2x2! a NEW FLOOR | EXISTING FLOOR PAIIRY. }—— — + eS [ z [| Yo SKYLIGHTS os] FINISHES — FINISHES \ Jos 2 maranne- emul | | @z& | INHALLWAY | | ow The garage shall be separated from the residence and 1s attic area by not | [ _ _| HALL _— VES less than 1/2-inch (12.7 mm) gypsum board applied to the garage side. = HARDWOOD SHEL’ Garages beneath habitable rooms shall be separated from all habitable ae _ a — —— ABOVE rooms above by not less than 5/8-inch (15.9 mm) Type X gypsum board or fi ‘a equivalent. Where the separation is a floor-ceiling assembly, the structure (F) com CH) C1) : U _ supporting the separation shall also be protected by not less than 1/2-inch NEW OR NEW OR NEW OR NEW OR 2 — Zz (12.7 mm) gypsum board or equivalent. - RECYCLED RECYCLED RECYCLED RECYCLED IB <— y SACETY AX ; (— SNFEIY ry ia a y Bee mae ee EXISTING EXISTING nH & y ahem se | KITCHEN DINING ROOM GQ 2 Z pl allay Me | HARDWOOD HARDWOOD 0 Oo EXISTING BEDROOM _I| GARAGE HARDWOOD Q y y We = 2 QO 2 ol <> — x? | | 3/0x6/8 fo | fe | = iL : FUL LITE LI] i f Ec | I } | a f | | XL NEW AIR INLET ~ 20 0 EE, = > “vm ye. ed C1 EXISTING ZZZZ777Z7774 ~NEW WALLS U4 & AQ 8 YY - yy OW SA rz aAQE Q<K2 a umes wT EXISTING iL - CARPORT a v4 ee Oo a o Ud ~D NORTH Me™ MAIN FLOOR PLAN O SCALE: q> |/: " = |' -0" > Ss —_1_____ REV DATE DESCRIPTION DRAWN BY: AD. DATE: I-lI-l0 SCALE: /4* = |-0" © RICHARD BERG ARCHITECTS, P.C. 2008 ai l = | N SCALE: |/4" = |'-O" - R311.4.3.1 Landings at doors. Where a stairway of two or fewer risers is located on the exterior side of a door, other R311.5, Handrails. Handrails shall be provided on at least one side of each continuous run of treads or stairs with four or more risers. Handrails shall not be less than 34" and not more than 38" measured from the toe of step. (2) SOUTH ELEVATION SCALE: |/4" = |'-o" 24 0 " | 2' 3 0 " ‘<n DASHED LINE DENOTES then the required exit door, a landing is not ‘aia for the exterior side of the door. OLD WINDOW OPENING — iT +t 7 “a (?) | | 210x3/0 | PICTURE | | | | LL a | NEW DOOR OPENING, isp oR Boe 2/6x4/0 AND NEW STAIRS PICTURE CASEMENT CASEMENT - — — ee TH ELEVATION ZL NOR 3) SCALE: \/4" = |'-O" PO R T TO W N S E N D , WA 92 3 6 2 Ne h a n d e r i c h a r d b o e r g a r c h i t e c t s . c o m PH O N E : (3 6 0 ) 31 9 4 - 8 0 4 0 RI C H A R D BE R G AR C H I T E C T S , P. C . FA X : (3 6 0 ) 31 9 - 8 3 2 4 1I 4 TA Y L O R ST R E E T z ab cP Cm ig x EY PE == Be Zé he J§ <0 x ww Ok & } 56 6 5 < R EL E V A T I O N S ql O 54 T H ST R E E T RE S I D E N C E FO R : JE N N I F E R WO O D B R I D G E PO R T TO W N S E N D , WA 42 3 6 8 AZO