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HomeMy WebLinkAbout09046City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER tRLt7CCj-r--)L1 � OWNER Dc),—I& JOB LOCATION k Ste. Inspection of this structure has found the following violations: You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date -9 '/�(0 Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE �F QORT T0� > Zs h U �2 o CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE ISPECTION. FOR MONDAY INSPECTION, CALL BYQ3:OOPM FRIDAY. DATE OF INSPECTION: /7/9 PERMIT NUMBER: 6L� 0 SITE ADDRESS: � �`]4L �/ CONTACT PERSON: PHONE: TYPE OF INSPECTION: f �� 2- 2oloHAJ,l 01212 _C. Ito 4L [C-, ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. InspectorDate 1 Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. C� fi9k gyp` Inspection Report Pj CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # &,-b'047 -D 44% DATE RECEIVED 3'070 D SCOPE OF WORK.,, eW DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? ALTERNATE BRACED WALL PANEL (ABWP) ONE STORY STRUCTURE If less than 32" I ABWP height 10 ft. max. to top engineering is required —� of plate 2 - 2" x _ top plates - nail sheathing .................................................................................................. – to each plate with 8 common or Header galvanized box @ 6" o/c staggered all panel edges, typical 2" x _ studs @ 24" o/c minimum - nail ' sheathing to all studs and plates w/ 8' common or galvanized box nails @ 6" o/c 3/8 min. A.P.A. ,% „ edges & 12 o/c @intermediate rated structural supports and blocked at all panel edges sheathing on one side of wall 2 - 1/2" x 10" ' Approved steel holdowns in Anchor Bolts with 7" ; ; L concrete (1800 lb. min. uplift min. embedment and l . r : , ;rti capacity) installed per Placed @ panel 1/4 ., rti manufacturer's specifications points f f; f' ABWP supported r': , r• 1 - 2" x_ plate (pressure treated) - directly on foundation f ; f~ nail sheathing to plate with 8d common or or on floor framing on .................. :+; ;� galvanized box @ 6" o/c foundation which is continous across entire length of Braced Wall ....... ....... Line BLD 0 3- 0 2 4 (No Scale) 18' / BSBL F 7 W N�' f 8.5' BETWEEN ) STRUCTURE WALLS. PROPOSED WITH 1. EAVE b SHOP AREA; o OVERHANG EACH /(18''.,X 30') '3 (6.5' SAVE TO SAVE) -5410/ sq. ft. ,i ✓" LC) 10' MIN. BUILDING SETBACK UNE —� 7' Imo. 1. EXISTING SHOP 3 2 Z t ^ TO BE REMOVED _, i (16.25 X19.5) aF S�er�� •R 12.25' ADJACENT HOUSE I I i U EXISTING 2' HIGH CONCRETE & STONE RETAINING WALL BSBL / -d18 SO.r'T. OF 0FF— STREET ' PARKING 22' 5 EXISTING 3—BEDROOM i - RESIDENCE N 1110 sq.ft. N 5' X 7' i LOT COVERAGE 10' MIN. 12.25' 1.5' X 10.5' 11.5' BSBL _ — -- BSBL SLOPE 12"x- 12' 100' 18TH STREET R. 0. W. Contact the Building Department at 379-3208 prior to making changes or revisions to the approved plans P`E RM IT aLD 0 3 v o 2 4 E X Ft Rc—� D a 07 W Cr J NOTICE: Plans are approved excf any errors or omissions. All work pass inspection in conformance alf applicable codes and regula LEGAL DESCRIPTION 1805 HILL ST., PORT TOWNSEND, WASHINGTON. 98368. AIR'S PARCEL NO. 948-304-102 LOT 4, BLOCK 41, SUPPLEMENTAL PLAT OF EJSENS ADDRION TO THE CRY OF PORT TOWNSEND, AS PER PLAT RECORDED IN VOL. 2 OF PLAT, PAGE 24, RECORDS OF JEFFERSON COUNTY, WASHINGTON. LMM- BSBL :a BUILDING SETBACK UNE R.O.W. CITY RIGHT OF WAY UNE O _ EL Y � � O O 3 L 3 W z E/) � co 9 V' 3 W cc L -1d o o W J Q � O Q. gEW PE rRk T L_L-) Oct— 0 q L EET_M� W. I 50' HILL STREET (PAVED) } Y 0 m 0)00 oE� 0 SCALE. 1 " = 20' REVISKM WE Br DALE & REGINA SEWARD NEW WORKSHOP 1805 HILL ST. VICINITY MAP PORT TOWNSEND, WA. 98368 o� op v HILL STREET (PAVED) } Y 0 m 0)00 oE� 0 SCALE. 1 " = 20' REVISKM WE Br DALE & REGINA SEWARD NEW WORKSHOP 1805 HILL ST. VICINITY MAP PORT TOWNSEND, WA. 98368 r rruly i (3vv i n) NOTES: A. SIDING/SHEATHING WILL BE T-1 1 1 PLYWOOD PANELS OR BETTER, EXCEPT WHERE ALTERNATE BRACED WALL PANELS (ABWP) ARE LOCATED. THE ABWP SECTIONS SHALL BE SHEATHED WITH 3/8" MIN. A.P.A. RATED STRUCTURAL SHEATHING ON INSIDE AND OUTSIDE OF WALL. B. RIDGED METAL ROOFING OVER 5/8" PLYWOOD OR EQUIVALENT O.S.B. PANEL C. SITE BUILT BI—FOLD DOORS D. ALL WINDOWS ARE DOUBLE PANED, VINYL WINDOWS MANUFACTURED BY MILGARD, STYLE LINE SERIES E:. SKYLIGHTS: (1) 2'X4' AND (1) 4'X4', DOUBLE PANED WITH TEMPERED GLASS OVER LAMINATED GLASS SIDE (EAST) SCALE: 1/4" = 1' ol ! DALE & REGINA SEWARD NEW WORKSHOP Ftrilskm DAN By cn V 1805 HILL ST., EXTERIOR VIEWS -1 IL PORT TOWNSEND, WA 98368 ! a DALE & REGINA SEWARD NEW WORKSHOP ,1 1805 HILL ST., EXTERIOR VIEWS -2 QD PORT TOWNSEND, WA 98368 6 }- 2 --}--2 10' I t T-"'-'0'X 10'X8'9" OPENING WITH 2'0X3'0" DOUBLE SLIDING DOORS i WINDOW 2'0" X 2'6" FIXED PANE WINDOW LOCATED IN ROOF GABLE END WALL ABOVE DOOR o (SEE SOUTH ELEVATJON VIEW) i 1W, '0" X 8'9" OPENING TH BI -FOLD DOORS BREAKER PANEL OF SUITABLE CAPACITY CONNECTED TO EXISTING SPARE CIRCUITS N HOUSE , X 6'8" ,X2,6" 2' -�- 2' 6' -I DUPLEX WALL RECEPTACLES, ---- WITH MIN. OF THREE INTERIOR AND ONE EXTERIOR CIRCUITS 4'X2'6" WINDOW, DOUBLE -HUNG I\'� IV A I DOOR I WINDOW 24 I-— 4' 2' -- 4 U 4 3 ' 30' FLOOR PLAN (EAST) 0 SCALE. 1/4" = 1' ANNE*- NUNN— PERMIT # BLDG 3 -024 -Is CL O Z 2 Q CL 3 0 O 3 � W Z 00 O W) M ca 3 °' N v~i 3 ? J Z W= W cr_ N c O W ~ J � cc OLO --2'0"X3'0" WINDOW i i DOUBLE HUNG OVERHEAD LIGHTS, WITH MIN. t OF THREE INTERIOR AND til TWO EXTERIOR CIRCUITS 2'0"X2'6* WINDOW, i DOUBLE -HUNG, N LOCATED IN ROOF GABLE END WALL DUPLEX WALL RECEPTACLES, ---- WITH MIN. OF THREE INTERIOR AND ONE EXTERIOR CIRCUITS 4'X2'6" WINDOW, DOUBLE -HUNG I\'� IV A I DOOR I WINDOW 24 I-— 4' 2' -- 4 U 4 3 ' 30' FLOOR PLAN (EAST) 0 SCALE. 1/4" = 1' ANNE*- NUNN— PERMIT # BLDG 3 -024 -Is CL O Z 2 Q CL 3 0 O 3 � W Z 00 O W) M ca 3 °' N v~i 3 ? J Z W= W cr_ N c O W ~ J � cc OLO (2) 2 X 6 TOP PLATES; NAIL SHEATHING TO EACH PLATE WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C., ALL PANEL EDGES (TYP.) ----\ SCALE: 1/4" = 1' 2 X 6 STUDS AT 24" O.C. MIN.; NAIL SHEATHING TO 3 ALL STUDS WITH 8d COMMON OR GALVANIZED BOX • NAILS AT 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, BLOCKED AT PANEL EDGES ' • ' F 3/8" MIN. A.P.A.—RATED STRUCTURAL SHEATHING ON OUTSIDE AND INSIDE OF WALL APPROVED STEEL HOLD DOWNS IN CONCRETE : FOUNDATION (3000 LB. MIN. UPLIFT CAPACITY) eY: INSTALLED PER MANUFACTURER'S SPECIFICATIONS ; < : : , vE $ • ' 2 X 6 PRESSURE TREATED SILL PLATE; NAIL SHEATHING TO PLATE WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. (3) 5/8" X 10" ANCHOR BOLTS WITH 7" MIN. EMBEDMENT AND PLACED AT PANEL ONE FIFTH POINTS A. 16"W X 8"H FOOTING WITH (2) #4 LONGITUDINAL HORIZONTAL BARS •5 B. (2) #4 HORIZONTAL BARS AT TOP OF WALL AND #4 BARS AT 24" O.C. — VERTICAL AND HORIZONTAL & C. 18" MIN. WIDTH OF GRAVEL FILL WITH FILTER FABRIC WRAP D. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE—TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE E. 4" LAYER OF CRUSHED GRAVEL BETWEEN PACKED EARTH & CONCRETE SLAB F. 4" THICK CONCRETE SLAB—ON—GRADE FLOOR, REINFORCED WITH APPROVED WIRE MESH, AND CONTAINING EXPANSION JOINTS AS PER CODE G. 4"0 NON—PERFORATED CORRUGATED ADS DRAIN FROM ROOF/GUTTER DOWNSPOUTS H. 4"0 PERFORATED CORRUGATED ADS FOOTING DRAIN 1. 8" THICK FOUNDATION WALL, DEPTH VARIES TO SUIT SLOPE & 2' HIGH CUT ON EAST SIDE J. 1/2"X10" ANCHOR BOLT WITH WASHER & NUT TIGHT, ® 4' ON CENTER AND WITHIN 12" OF ENDS AND CORNERS K. R-10 FOAM INSULATION PEKE IT -OL®0 3 - 0 2 4 Z O z a Y Z cit O O j 3 Q 0 W Z O ao 0 to 00M � Z J O � J Z W = N rt to c O W J � 0 ce O Dias s -,-pow mvm im Dw 6 a TYPICAL EXTERIOR WALL CONSTRUCTION: PAINTED 5/8" T1-11 PLYWOOD SIDING OVER 15 LB. FELT OVER 2' X 6' STUDS AT 16' O.C. USE 8d COMMON NAILS AT 6' O.C. FOR EXTERIOR SHEATHING AT PANEL EDGES AND AT 12' O.C. AT INTERIOR SUPPORTS FOR TYPICAL WALL SECTION DETAIL VIEW SEE SHEET 8 OF 9. FOR ALTERNATE BRACED WALL PANEL, SEE BELOW, AND SECTION DETAIL, SHEET 6 OF 9. 2'X8'Xl4' COLLAR TIES DOUBLED 2'7012' OR SINGLE 4'012' BEAM HEADER WITH 3" MIN. BEARING ON DOUBLED TRIMMERS AT EACH END ALTERNATE BRACED WALLPANEL (ABWP): SHALL BE —/ SHEATHED WITH 3/8' MIN. A.PA RATED STRUCTURAL SHEATHING ON BOTH SIDES OF WALL (INSIDE & OUT). SEE ANCHORING & NAILING DETAILS SHEET 6 OF 9. m X 2"X6" STUDS 24" ON CENTER THROUGHOUT I. Op CN 0 00 0 r „ 4'-10" 4'-10" � 18' SINGLE 406' DOOR—POST ATTACHED TO HEADER AND FOUNDATION WITH SIMPSON BRAND MECHANICAL FASTENINGS \SOUTH 2'010' RIDGE BEAM, TO SUPPORT 206' RAFTER ENDS ALL OTHER FRAMING LUMBER TO BE 206' EXCEPT HEADERS ON LARGE DOORS, WHICH WILL BE DOUBLED 2'012' OR EQUIVALENT (4'7(12' BEAM). ALL LUMBER TO BE STANDARD STRUCTUAL GRADE SHEATHING WILL BE T-111 PLYWOOD PANELS OR BETTER, EXCEPT WHERE ALTERNATE BRACED WALL PANELS (ABWP) ARE LOCATED. THE ABWP SECTIONS SHALL BE SHEATHED WITH 3/8' MIN. A.PA RATED STRUCTURAL SHEATHING ON BOTH SIDES OF WALL. ' * -1— 3' 3, ----- �— 3'-11"_j "_j 2,-1 w L3,_11__j 2•-1' F— 3'-11 " 4' ,li o, c r • •e �• • e y• ® .a "® i. �'� d �l ao 44e N aY �a. , Q a'ti • ,.. a ,' • a d ® ° e4 L e d'•e a „ e . •• a e a ° L. •�• •Bi• •off; 'a d� e' �.a • .a• , STANDARD 36'080' DOOR WITH TEMPERED GLASS WINDOW 30' EAST DALE & REGINA SEWARD NEW WORKSHOP 1805 HILL ST., WALL FRAMING -1 PORT TOWNSEND, WA 98368 FLASHING 0—� FOUNDATION TO WALL JOINT ol IRco m TYPICAL EXTERIOR WALL CONSTRUCTION. PAINTED 5/8' T1-11 PLYWOOD SIDING OVER 15 LB. FELT OVER 2" X 6" STUDS AT 16' O.C. USE 8d COMMON NAILS AT 6' O.C. FOR EXTERIOR SHEATHING AT PANEL EDGES AND AT 12' O.C. AT INTERIOR SUPPORTS - 2*X6" RAFTER 24' ON CENTER 0 12-12 PITCH 2'X6" GABLE WALL FRAMING STUD 24' ON CENTER 5/8" Tl —II PLYWOOD WALL SIDING/SHEATHING ATTACHED VERTICALLY TO ENSURE ALL SEAMS FALL ON WALL FRAMING DOUBLE 2*X6' TOP PLATE, WITH OVERLAP JOINTS AT WALL INTERSECTIONS ZEE—METAL FLASHING ON ALL HORIZONTAL SHEATHING SEAMS — 2'X6' FIRE—BLOCKING/SHEATHING SEAM BACKING WHERE EVER WALL HEIGHT EXCEEDS 8' 1 Iv I- rn PREASURE—TREATED 2'X6" WALL—PLATE/SILL - CONCRETE FOUNDATION WALL, FOOTING, do SLAB FLOOR, SEE Ut DETAIL SHEET 6 OF 9 Ni NORTH 2'(10" RIDGE BEAM 1'$11" a rn a \ 21W STUDS 24' ON CENTER THROUGHOUT `-- 5/E' Ti -11 PLYWOOD WALL SIDING/SHEATHING ATTACHED VERTICALLY TO ENSURE ALL SEAMS FALL ON WALL FRAMING 2'X4' EAVE SUPPORTS 2'X6" RAFTERS 24" O.C. ('lYP.) 2'X8'X 14' COLLAR TIES (TYP.) 2'X6' FIRE BLOCKING BETWEEN FRAMES AT 8' ELEVATION/PANEL DOUBLED 2'X12" OR SINGLE 47X12" BREAKS IN ALL WALL SECTIONS BEAM HEADER WITH 3" MIN. BEARING THAT EXCEED 8' HEIGHT /-ON DOUBLED TRIMMERS AT EACH END w Ili *. ' . . .1 -1 I • . a" . ' a ' . . • .. . 9 ' 6'-2" 2'-2" 2'-2" 6'-2" 10' 10' 10' V 30' WEST REVISIONS DATE BY DALE & REGINA SEWARD NEW WORKSHOP 1805 HILL ST., WALL FRAMING -2 PORT TOWNSEND, WA 98368 NO TYPICAL ROOF CONSTRUCTION/FASTENING: USE 8d COMMON NAILS AT 6" O.C. FOR EXTERIOR SHEATHING AT PANEL EDGES AND AT 12" O.C. AT INTERIOR SUPPORTS. PLYWOOD ROOF SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS. PROVIDE APPROPRIATE PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS AT UNBLOCKED ROOF SHEATHING SEAMS. ALL ROOF JOISTS TO BE SECURED TO WALL FRAMING WITH SIMPSON HURRICANE TIE—DOWN CLIPS. ORIENTED STRAND BOARD, ROOF v„ SHEATHING. SEAMS TO BE STAGGERD ON FRAMES AS SHOWN SCALE: 114 = 1' ROOF PLAN (WEST) ul PERMIT BLD03 -024 ENAMELED METAL ROOF PANELS INSTALLED OVER 30# ROOFING FELT OVER 1/2" MIN. PLYWOOD PANELS (OR O.S.B. EQUIVALENT). PANELS TO BE SEALED, FASTENED, AND FLASHED AROUND VENTED RIDGE CAP AND SKYLIGHT OPENINGS FOR WATER—TIGHT SEAL, AND FASTENED PER MANUFACTURER'S VENTED ENAMELED METAL RIDGE CAP 30# ROOFING FELT ENAMELED METAL ROOFING PLYWOOD (OR O.S.B. EQUIVALENT) 2'X4' AND 4'X4'X SKYLIGHTS 2*X6" RAFTERS 24" ON CENTER 2'X— VENTED BLOCKING BETWEEN RAFTERS 2"X6" DOUBLED FOR TOP PLATE 1'X6* CEDAR FASCIA STUDS 24' ON CENTER THROUGHOUT d E 3-1— SO" 1/$ - 1' JOB N oreww oos SHr 9 �9� �O�pORTTO�y BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Toi nsend, WA 98368 (360)379-5095 Project Inforination Permit # BLD09-046 Permit Type Residential - Multi -Family - New Project Name New Pen -nit for Expired BLD03-024 Site Address 1805 HILL ST Parcel # 948304102 Project Description New BLD for expired BLD03-024 Names Associated with this Project License TN pe Name Contact Phone # Type License # Exp Date Applicant Seward Dale G Owner Seward Dale G Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee Information Project Valuation Units: Heat Type: Building Permit Fee71.10 Bedrooms: Construction Type: State Building Code Council Fee 4.50 Bathrooms: Occupancy Type: Total Fees $ 75.60 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 bN' obtaining a N alid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 1 certify that the information provided as a part of the application for this pennit is true and accurate to the best of my knowledge. I further certify that I am the mvn�crof the property or authorized agent of the owner. l Print Name �"��QC (Se UJ a-v^C( Date Issued: 03/30/2009 Issued By: STRONE Signatur Date Date Expires: 09/26/2009 'PORT rCONSTRUCTION PROGRESS RECORD ..t CITY OF PORT TOWNSEND wA Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 948304102 PERMIT NO. BLD09-046 ADDRESS 1805 HILL ST OWNER SEWARD DALE G CONTRACTOR OWNER BUILDER INSPECTION INSP DATE COMMENTS ISSUED DATE 03/30/2009 EXPIRATION DATE 09/26/2009 CONSTRUCTION TYPE OCCUPANT LOAD PROJECT DESCRIPTION New BLD for expired BLD03-024 LENDER FLOOR FRAMING FRAMING SHEAR WALL INSULATION GWB ROOF NAILING MISCELLANEOUS -� FINAL BUILDING TESC 3 FINAL PUBLIC WORKS FPP-FINAL FINAL PLANNING 3i—/E ths/' 9// ? INSPECTION INSP DATE COMMENTS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Deve,apment Services Project Address: Legal Description (or Tax #): Office Usi l St or kulwjc4d QBE Addition: �i,Srihbeis , 77� Permit Zoning: R-. Block: - f 1 #BLDG Parcel # Lot(s): �{ Associatep 948 -3©1-/oz Project Description: �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. Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: 4�1— Project Valuation: $2 6,215, Building Information (square feet): 1 St floor Garage: 2"d floor Deck(s): 3rd floor Porch(es): Basement: Is it finished? Yes No Carport: Other: -4 5 s4 Manufactured Home ❑ ADU ❑ New Addition Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet: ��� % 30 Impervious Surface:* Square feet: x,4407`atal existing &proposed What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y Any steep slopes (>15%)? Y I� I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated //with this permit will begin accordance with State Laws and the Port Townsend Municipal Code. Print Name: zo//p_ CS, cya4yCLrA Signature: Date: Page of 2 7/31 /2008 RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. ❑ Residential permit application. ❑ Washington State Energy & Ventilation Code forms ❑ Two (2) sets of plans with North arrow and scaled, no smaller than %" = 1 foot.- El oot:❑ A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ❑ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting ❑ Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations (all four) with existing slope of the land in relation toiall proposed structures ❑ If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application. If you are proposing partial or full demolition of a structumthat is,at least 50 years old, per ti�J i Ordinance 2969 Historic Preservation Committee.(HPC.,),review,is,required,_Ifwithin the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: $30.00 for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 OF QORT TOh ti �iP u 2 0 BLD09-046 BLD09-046 09-0182 CHECK Receipt Number: 948304102 Building Permit Fee $71.10 $23.61 $0.00 948304102 State Building Code Council Fee $4.50 $4.50 $0.00 Total: $28.11 03/20/2009 Building Permit Fee 9699 Total $ 28.11 $28.11 $47.49 BLD09-046 genpmtrreceipts Page 1 of 1 BLD09-046 CHECK 948304102 Building Permit Fee 9695 Total $ 47.49 $47.49 Receipt Number: $47.49 $47.49 Total: $47.49 $0.00 genpmtrreceipts Page 1 of 1