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Home My WebLink AboutBLD08-030Project Information BUIL ING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit Type Residential - Miscellaneous Site Address 831 JACKSON ST Project Description Replace concrete steps and deck with wood. Same size as existing. Names Associated with this Project Type Name Contact Applicant Greenwald Alan Owner Greenwald Alan Contractor Affordable Landscapes Contractor Affordable Landscapes Fee Information Project Valuation $687.97 Building Permit Fee 29.60 Plan Review Fee 50.00 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Permit Building Permit Fee 29.60 Total Fees $121.70 Permit # BLD08-030 Project Name Replace concrete steps and deck with Parce; n wood. 988800704 License Phone # Type License # Exp Date (360) 477-9797 CITY 7479 12/31/2008 (360) 477-9797 STATE AFFORL*974P 10/27/2009 Project Details Decks — Residential 89 SQFT * * * 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. 1 further certify that I am the owner of the property or authorized agent of the owner. Print blamet%,1iv� _ Date Issued: 02/27/2008 Issued By: SFOSTER VORT BUILDING PERMIT City of Port Townsend Development Services Department WA 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Miscellaneous Site Address 831 JACKSON ST Project Description Replace concrete steps and deck with wood. Same size as existing. Permit # BLD08-030 Project Name Replace concrete steps and deck with Parcel # Food. 988800704 Conditions 10. Subject to field inspection to verify work done without permit 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. Prn til Name Date Issued: 02/27/2008 Issued By: SFOSTER oo CITY OF PORT TOWNSEND DEVELOPMENT SERVICES A INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. " www www . ..... IADDRESS: NAME:PROJECT PHONE:CONTACT PERSON: TYPE OF INSPECTION: ._.. _. r r _:.w...._...Z.....................- .__.__....... /_ ,. '� ��L�.................- a �_._.�m�._.mw...... ❑ APPROVED ❑ APPROVED WITH NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector _ ............ ate ._. .... 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. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # —036 DATE RECEIVED SCOPE OF WORK- Ac.j(;a I . ........... . A, . . . ........ . .............................. . ............. 1"NAl ix-aU IA 1, 4 0 ,Pi TE ACTION ENTERED INTO CHET -- . .......... CA — to Planning CHECKED FOR COMPLETENESS — No evidence d I INITIALS Development Services VORT 7 rSow P ' 47''W" n dr ` A ,98' 6 x fie t30 50 � w wwwn dtyofpt.us . Residential Building Permit Application Project Address Legal Description (or Tax 823/ Addition: f �iilbr� rtlt Block: % Parcel #fd Aooratee ' tf ig 7e Lots Project Description: OLd Applications accepted by mail must include a check fo initial plan review fee of $150 See the "Residential Building Permit Application Requirements" for details on plan submittal requirements. Property, owner: F` .. Name.. Address: J�a6,5c City/SUzip � r �r 0 L6 Phone:' ............... Email: AM Contact/Representative: Address.- - .._. _ �............. mm _ _. City/St/Zip: I Phone:.�?._'7.. _ Email;.�..._.��...�........_...._� �� w. Name: ctorTM ,� Name: �� '. �..L Address: 12z)% A)PM City/St/Zip 'P../�w��''�/� Phone:......� 7- ?7V7 Email: ................... ......_ State License #: /i F �L _117R Exp' ... _... .. _.. City Business License #: I hereby certify that the information provided is core and that all activities associated with this permit will Print Name:-.��°"i.�f'°,l2� Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 1927.095. Name: Project Valuation: $ 3, AT Building I orm tion (square feet): 1't floor � 2 ! Garage: � 3 & 0.._ 2"d floor Deck(s) m m =. 3`d floor Porch(es):--, Basement: Is it finished? Yes No Carport:' Other.- Manufactured ther: Manufactured Home ❑ ADU ❑ New ❑ Addition ❑ Remodel/Repair,; Total Lot Coverage (Building Footprint): Impervious�_..�..�__..._ Square Surface: / less recce Square feet: 1UJ Cb ur2 Anyn known wetlands on the property? Y CN,) am either the owner or coo 'an ,e with,Sta p 1 av 4 Signature. � ,. Date:,,,� ,°V I to act on behalf of the owner Port Townsend Municipal Code. :36 6y gI 1.7 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. l Washington State Energy & Ventilation Code forms �, " `Two (2) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: ®" A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. 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 71 Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations (all four) with existing slope of the land in relation to all proposed structures If architecturally designed, one set of plans must have an original signature If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application dI�J RHOU, n, ( 4fUC0 C°klA OMA) bdA1'1oA1a" ®oK PLAfJ7E0 j 10 17E AbLRAe 5A<'z 9 C LEVE- 7-0 Em rr y Yl X157iG- k)Ck E i PAD y. r t 5114, Oc '-A pTP.5 �WHi Tr=, PIANN,Rei .�° ,�-�'" �, u� �. t ryfe 411 <kM �� `,. p " b2� w' SAN 6-0 KAK1d 5A All L,mW 1 O r 8 U .�' r 4'r � `�,",` r"d y� ��. �" �s„ w �."......��...,... ..,.,... Y? "",tr,.. fr,f�}, �"$ i p '✓"� � d .�p,hi w. .... " F.1 I w NESE NRNDIIJA U1e'�Y(�6TIc'lP Hu fl UN rrt� F.'X 18 I, ��Vu - "� �,d��`o„�,"d risk,,. r, � �„. �, �la7.x, � , �� ,a. '� .✓�d�9Q�'M��P�e�%�0i� I�911mN � �� re � r�, ,, � �a , w� , I �( 7z Fff 3 A / gOZp� IF 'R6NNBow � (z P d CN „ 1)IAMOdip' p „ "VJINWW CCC PLAR)TE 44 �f w � � �10 .. re f -It 1000XV LE11Ep. Tv WAOb thL C EXISTIIJC— CDIJC Tf PAIS a tof4 1'7-F- Dom' ui ;' �•��, luiR diol ,gym i' 1"] 6 pyo Pill ' PI86:KD R �,'� m° � �.r 1" f1.1�,�.5 �� "" ^ �"'�� tea. s � pp""M 76�15 OrNN 7 17 7FhNlN� k" U7) " o 5AM BU Cu NAPI 001 4u e M 16 ,4C fj tii/G u� I . ............ . . . . ... ... . ... .... ..... ..... ....... . .. .. 7 2008 Vertical Pickets at handrail drtla�'re �rc�er. Not, lesty th34"' nd Landings are required on each side of each exterior door_ Landings shall not be more than 1-1/2" lower Than the top of the threshold. Exception: The landing shall not be more than 7-314" lower than the threshold provided the door does not swing over the landing Cgfd 7RUC-LIO N MATERIALS Decay resistant woods heartwood of redwood, cedar, Mack locust; and pressure preservatively treated wood are all acceptable material for use in deck construction. Field applied treatment is not an acceptable method. Fasteners for pressure preservative treated woods shall be of hot - dipped galvanized steel, stainless steel, silicon bronze or copper. Field cut ends, notches and drilled holes of Pressure preservatively treated wood shall be retreated in the field in accordance with AWPA M4_ IRC R319 & R320. Illuminate stairs with controls located at top and bottom of stairs. f Min.lOrerun 1� 36" min landing 6' 8" m in 36" min la d' Max. 7 3/4" rise City of Port Townsend Development Services Department Waterman & Katz Building 181 Quincy Street, Suite 301A Port Townsend, WA 98368 (360) 379-3208 Fax= (360) 385-7675 2003 IRC This tip sheet may be used as a guide for single-family residential uncovered deck permits. Submittal Requirements: 1. Two Site Plans showing dimensions of your deck and its relationship to existing buildings or structures on. the property and the distance to existing property lines drawn to scale. Include the project address on the drawings. 2. wo flans showing the framing layout o your deck.. 3. Fill out a building permit application, 4. If your deck will occur on a steep slope, please contact your local building department for additional requirements. detaiN' 1 &2 NOTE: Joist tai For framingde member sizes, see page 3. Joists Decking 24" max. overhang Joist spacing Gi Support post, 0 see span table V page 3 „see Post -to -beam connection see detail l sge Deck Construction Notes: --joist span„ see span table page 3 F Continuous solid 2x blocking between joists fr Girder beam, see span table page 3 l=ooting, see page 2 .24" maximum beam overhang Typical Deck 1. The illustrations and information in this tip sheet may be used for decks whether or not they require a permit. See Tip Sheet 0 for permit requirements. 2. All wood must be pressure treated or naturally resistant to decay. Treat all cut ends with end -cut solution. Use 3. Fround-contact treated wood. astener, hangers, nails, etc., must be stainless steel, hot -dapped galvanized, or as specifically required for the specified woodreservative used. The coating weights for zinc -coated fasteners to be in accordance with ,ASTM A 153. provide documentation in the field showing the required fastener protection considering the wood chosen for your deck.. 4. You may modify any components of this tip sheet with justification by analysis or calculation. Any modifications must be reviewed prior to permit issuance.. 5. See Tip Sheet 1 for stairs, 2 for handrails, and 3 for guards. 6. This tip sheet is intended to represent good construction practices for deck construction and related IRC requirements. 7. All wood assumed to be Hem -Fir #2 or better. GENERAL INFORMATION: • Consult with your local planning department regarding required setbacks. • Obtain a building permit before starting construction. • The intent of this tip sheet is to address the basics of private residential deck construction only and does not address the subject in great detail. Additional information can be found at your local building department, home improvement store, or library. Existing building Flashing See details1 &2 page 4 ,, Decking 1/411 spacing recommended for drainage If an exit or egress from the existinbuilding passes under tte proposed deck, or if there is an existing patio under the proposed deck, 6'-8" minimum clearance must be maintained. Please indicate openings in existing wall in elevation view. NI OTE: Pier blocks ratabe " substituted for ype A footings, See page 3. 1" clear PJ _ � ili sililll Typical Deck Section Basic Decks Page 2 of 5 36" minimum high guard with intermediate rails spaced so that a sphere 4" in diameter cannot pass throu h. See Tip Sheet 9. C4&5 See details a6 for alternate detailing and notes, 1 Knee braces are required if distance from grade to top of post exceeds 4', See detail gage 5 4x4 posts min. w/ 8'-0" max. height Manufactured post base cast in footing 3,000 psi concrete (no special inspection required) Finished grade (2) #4 ea. way, 3„ I clear to bottom of footing. o nooting to be undisturbed earth. Basic Decks Page 3 of 5 Span Table Footing Schedule For Outside Decks Spans based on use of No.2 Hem -Fir or better _5_0_p.s.f. loading (1..Op.s.f....D... _ e ad Load + 40 p.s.f. Live Load) .._ ....._._... __....... - - - - - ........ p d footings assume maximum 24" overhang spans and Beam s Joist Spacing Max. span 3/80x41/2 size of joists of joists lag screw Max. span of girder beams between posts / max. spacing footing type on 2x ledger 4x6 Footing 4x8 Footing 4x10 Footing 1in_ @ 2 in 9ft-10 in 5in _ B 7ft-2in B 5ft-5 8 ft - 10 in C 2X6 16 in 8ft-9in 6 i 5ft-8in B 7ft-6in B 9ft-2 in B @24 in 7ft- 1 in 7 i 6ft-1 in B 8ft-0in B 9ft-10in B @12 in 12ft-9in 4 i Oft -11 in B 6ft-6in B 8ft-Oin B 2X8 @16 in 11ft- 1 in 4 i 5ft-2in ,A 6ft-11 in B 8ft-5in C @24 in 9ft-0 in 5 i 5ft-7in B 7ft- 5inB 9ft-1 in B @ 12 in 15ft-7in Sin 4ft-7in' B 6ft-0in B 7ft-5in C 2X10 @16 in 13ft-6in 3 i 4ft- 10 in B 6ft- 5in B 7ft-10 in C @24 in 11ft- 0in 4 i 5ft, -3 in A 6ft-11 inj B 8ft-5in B FOOTING TYPES TYPE SIZE NOTE. . ._... ..,�.._� �.... �...__w�......� �. �._. A 12" X 12" X 12,� Pier blocks may be substituted for _ Type A footings _ y . B 16"X16"X12" _ 18"x 18" x 12" —_ �.w.- _--- ..... .... . Footing - sizes based on assumed soil beann pressure of 20 ._ ...... _..._� g.� m_.....00 p.s.f. Contact your jurisdiction for additional restrictions. Deck Construction Connections All fasteners, nails, bolts, screws etc. must be corrosion resistant See Deck Construction Note 3,.Pa.9e 1-._.... _....._...... �........ Follow manufacturer's instructions for timber connectors. Connections.._�..,_. .._..__ � .......� ............ .. , ... Nailing 1 Joist on deck beam; toenail each end(3) 8 - 2� Bnd m or blocking to vtoenail ea side, ea. end(3 „ . ( ) beam; blind and face nail (2) 16d 3 2x deckin. to joist or deckin „ ,- ._...- u- M. 1° 1"' Basic Decks Page 4of5 3. R�qp 1 for requirements on Ledger Elevation 3s Joist, existing rim �JJU�111�1 CIO IIOLVU III '------~ Corrosion resistant metal column cap. Follow manufacturer's installation instructions. 18" mina Basic Decks Page 5 of 5 Beam splices to occur over posts with 1-1/" miry. bearing Girder beam E 4 x 4 knee brace iio - 1/2" diameter lag bolt top & bottom (typical) Alternate Knee Brace Detail: 2 x 4 knee brace face nailed ea. side of post and beam with 4 - 16d nails at each face and connection. Secure ballusters Non -corrosive metal post/beam connector o Pressure treated wood post NOTE: Knee braces are required if distance from grade to top of post exceeds 4 feet. Secure ballusters Solid blocking 24" max. Non -corrosive metal post/beam connector Alternate•.a • • "T" ro Receipt Number: 08-071W W: Receipt Dates 0212712008 Cashier: SFOSTER Pay+ rlfty6 IName„ ALD A Girl nal Fee mount Fee Permit Parcpt FeeDescription Amount, Paid Balance BLD08-030 988800704 Plan Review Fee $50.00 $50.00 $0.00 BLD08-030 988800704 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD08-030 988800704 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-030 988800704 Building Permit Fee $29.60 $29.60 $0.00 BLD08-030 988800704 Building Permit Fee $29.60 $29.60 $0.00 BLD08-030 988800704 Record Retention Fee for Building P $3.00 $3.00 $0.00 Total: $121.70 Re' celpt" 0 Rec 1pt Date Fee Description Amount Pala Permit Payment Check Payment Method Number Amount CHECK 3704 $ 121.70 Total $121.70 genpmtrreceipts Page 1 of 1 z O z Q 0 J J m U) w D m O F- � o U Z FL Q w� Z O� U 0 uP = < F- D Q W Z Q D IL IL Q 0 U N a 2 Q F- w NF - Oa m 00 0 0 N LO N 0 00 Q 0 O J H Z Q w a H � z O Z O F- 9 9 a W 00 a) F - o Z c Q 0 O Q U U N O — Z O w O Q U O J O a- o a w FR DU Cl) F3 D o L) a 0 Cl) O 00 0 D J m O z H Q.' 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