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HomeMy WebLinkAboutPermit File BLD-2021-0483 5209 Maritime Court (3)Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 x1'' Phone: (360) 293-1901 cow: . sC New t�ResidE Accessoryfwelling Units Building Permit Application t (SFR) Duplexes Additions and Remodels (SFR & Duplex) Manufactured Homes Residential decks and retaining walls O.BP-1:RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Ad ess (Street, Suite #): Assessor Parcel Num e division/Lot #: Zoning Designation: Lot area (size): sq. ft. 2. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: Pf Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit ❑ Interior remodel m Detached from Primary Unit ❑ New Addition to SFR ❑ Garage, carport or accessory building ❑ Retaining wall or duplex (new/repair) ❑ Other: Project Summary: � y , -5 Imo/ � � Project Valuation: $ '�2A aw s 3. PROPERTY OWNER INFORMATION Name: R �ir-L- Fort- r Phone: ? Address(Street,(Street, City, State, Zip): /3 girl > !s G/ / f a �dt f b; ...Sm.-- i &- `'• Email Address: / /' / J R $ 4 V-+✓ '�/ 6 `�'"' f �S„� i 4. CONTRACTOR INFORMATION Name * gg n Phone: - Contractor's Business Licenses *All Contractors Subcontractors City cense #: �NALRL It License#: & must have a valid Expiration Date: s re 0 -U l f Expiration Date: 21c, � '3 0 2420 ofAnacortes business license prior to doing work in the city. Address (Street, City, State, Zip): Email Address: 6-s5 F- A yiv Re', l�rfl"1iy6-01WA. K�,UP,r.i CI-FF -/ 3 &6hq;Gd ovv q9 2-2 - Page 1 of 19 Res. Building Permit Application Submittal Checklist I Inrlatarl Anril )n 'W)l �"r Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT =._ Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone : (360) 293-1901 5 A ON Sele ity will contact for anything reEl Applicant ❑Property Owner Contractor ;� `c Name. ,, �i��F y( /�jf( [(� r.: d 1 Y P P A- 4.P- Phone://Iy�( 9P Address (Street, City, State, Zip): Email Address: b'' -s p r 4y J'6 Rd.. 0 / , g� ,.gj� 9 fa f1v t: ! f F= �3 6. LENDER INFORMATION RCW 19,27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write "no lenders" on the Name Line below. Name: ® f Phone: Address (Street, City, State, Zip): Email Address: 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean the application has been deemed technically complete and sufficient for staff review. XI understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the . City longer to process my permits. 11 kTI understand and acknowledge that I could be responsible for providing as -built drawings (on paper or electronically) as part of the project's certificate of occupancy process. %\, I understand and acknowledge that Special Inspections could be required as part of my project, and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. I understand that if permits are reviewed concurrently such as design review, site plan, traffic concurrency, etc., any required revisions to one permit may affect the entire plan set and could add costs and time to the project. Res. Building Permit Application Submittal Checklist Updated April 20, 2021 Pane 2 nf 19 �VV v PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 61h Street, Anacortes WA 98821 Phone; (360) 293-1901 Qy n m I h re re h I am either the owner of the property listed on this application or the owner of th'G erty horized me to be their representative to act for them. I also declare under pe i'0 der the laws of the State of Washington that all of the statements and answers contain l , and the information submitted with this application form is in all respects, true, correct, and complete to the best of knowledge and belief. dklvv7z ! 1 Signature Date k- , M Printed Name Res. Building Permit Application Submittal Checklist Updated April 20, 2021 Pan(- 3 of 19 �,v y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT "{ Mailing Address: P.O. Box 547, Anacortes, WA 98227 Office Location: 904 6th Street, Anacortes WA 98821 yoD 4hone: (360) 293-1901 4-:!JRIJC URE AND SITE INFORMATION HERE WORK IS OCCURRING PARCEL 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with " Structure height: AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 2nd Floor: 3rd Floor: Basement: Garage: Total deck: - Total porch: Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES NO Is a monitored fire alarm being installed? ❑ YES NO Are retaining wall(s) being built? ❑ YES NO Are structural plans required? ❑ YES 1Z NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes, you will be required to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: ❑ YES [I NO B. Is the property located in a flood zone? If yes, list the flood zone designation: ❑ YES IX NO C. Are there slopes in excess of 15% on or abutting the site? If yes, a geotechnical report will likely need to be submitted. ❑ YES 19 NO Res. Building Permit Application Submittal Checklist Updated April 20, 2021 Pan(- 8 nf 19 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6t" Street, Anacortes WA 98821 �L'`4eoD phone: (360) 293-1901 Y� �A D r t re i ca areas or buffers on or abutting (within 300-feet of) the ❑ YES NO r j c f s, a critical areas report will likely need to be submitted. E. 001 n 5,000 sq. ft. in area? ❑ YES ' NO If yes'? i e and building will need to comply with the standards in AMC 19.43.010.C. F. Is your project involving an accessory dwelling unit? ❑ YES NO If yes, your site and building will need to comply with the standards in AMC 19.47. G. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑ YES NO (about 1 log truck load) of timber be harvested? If so you may need to obtain a forest practices permit from DNR. H. Is this project subject to the SEPA process? if yes, you will be required to ❑ YES NO submit a SEPA checklist. If you have already completed the SEPA process, list the permit number here: 5. REQUIRED SIGNATURE I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects, true, correct, and complete to the best of knowledge and belief. i� (J, ", ,. 16 Signature Date '- V Printed Name Res. Building Permit Application Submittal Checklist Updated April 20, 2021 Pane 9 nf 19 TTnFIELD Southern pine 5��2 x 2 x 8 2x10 2x12 Douglas fir- larch', hem -fir" spruce - pine -fir" 2 x 6 2 x 8 2 x 10 2x12 Redwood, western cedars, ponderosa pine', red pine', 2 x 6 2 x 8 2 x 1 2x1 Allowable Joist Spans TABLER507.5 JOIST SPANS FOR COMMON LUMBEF 0 2 SPACING OF DECK JOISTS WITH NO CANTILEVERb (inches) 12 16 24 8-6 7-9 6-9 11-2 10-2 8-11 14-4 13-0 10-11 17-5 15-5 12-7 8-1 7-0 5-9 10-10 9-5 7-8 13-3 11-6 9-4 15-4 13-4 10-10 7-6 6-9 5-6 9-10 8-6 6-11 12-0 10-5 8-6 13-11 12-1 9-10 LIES' (ft. - In. SPACING OF DECK JOISTS WITH CANTILEVERS (inches) 12 16 24 7-7 6-10 6-0 9-10 8-11 7-9 15-5 13-4 10-11 17-11 15-6 12-8 7-5 6-9 5-9 9-7 8-8 7-7 13-3 11-6 9-5 15-5 13-4 10-11 6-10 6-2 5.4 8-10 8-0 6-11 12-1 10-6 8-7 14-0 12-2 9-11 For SI:1 inch = 25.4 mm, 1 foot = 304.8 mm,1 pound per square foot = 0.0479 kPa, 1 pound = u.459 Kg. a. No. 2 grade with wet service factor. b. Ground snow load, live load = 60 psf, dead load =10 psf, UA = 360, c. Ground snow load, live load = 60 psf, dead load = 10 psf, UA = 360 at main span, UA = 180 at cantilever with a 220-pound point load applied to end. d. Includes incising factor. e, Northern species with no incising factor f, Cantilevered spans not exceeding the nominal depth of the joist are permitted. • Joist cantilevers cannot exceed '/4 of actual joist span • Lateral restraint required at joist ends and bearing locations • Joists must bear on not less than: o 1 '/2" on wood or metal o 3" on concrete or masonry o By approved joist hangers into ledger • Joists must be connected to beams to prevent lateral displacement • Maximum allowable spacing for joists supporting decking shall be in accordance with Table R507.4. Allowable Beam Spans for Supporting Deck (door) Loads TABLE R507.6 riGPV M=AAM COAAI / ChIP_T4lC+zrrF -;n I DECK JOIST SPAN LESS THAN OR EQUAL TO: (feet) OD�'ECIES OLy A $lZE° 6 8 10 12 14 16 18 2-2-6 6-4 6-0 5-6 4-7 3-11 3-5 3.0 y 1 2- 2 x 8 8.11 8-5 7.2 6-0 5-2 4-6 4-0 2- 2 x 10 i i-i 1 10-9 9-2 7-8 6-7 5-9 5-1 ag . ,I �! .D 1N 2-2- 12 14-5 12-7 11-2 9-4 8-0 7.0 6-3 Southern pine 3- 2 x 6 8-1 7-8 7.3 6.10 5-10 5-1 4-7 3-2-8 11-3 10-4 9-5 8.10 7-9 6-9 6-0 3- 2 x 10 14-5 12-10 11-10 10-10 9-10 8-7 7-8 3 - 2 x 12 17-3 15-4 13-10 12-7 11-7 10.6 9.4 3 x 6 or 2-2x6 5-5 4-5 3-6 2-11 2-6 2-2 1-11 3 x 8 or 2-2x8 7-3 5-9 4.8 3.10 3-4 2-11 2-7 Douglas fir- 3 x 10 or 2 - 2 x 10 8-11 7.5 5-11 4-11 4-3 3-8 3-3 larch', hem -fir', spruce pine-fi ', redwood, western 3 x 12 or 2-2- 12 10-4 8-11 7-2 6-0 5-2 4-6 4.0 cedars, ponderosa pine', red piney 4-6 6-3 5-11 4-11 4-1 3-6 3-1 2-9 4-8 8-9 7-9 6.6 5-5 4-8 4-1 3-7 4 x 10 11-0 9-6 8.3 6-11 5-11 5-2 4-7 4 x 12 12-10 11-1 10-0 8-5 7-2 6-3 5-7 3-- 2 x 6 6.11 6.6 6-1 5-3 4-6 3-11 3-6 3- 2 x 8 9-8 8.6 7-8 6-11 5-11 5-3 4-8 3- 2 x 10 11-11 10-4 9-4 8-5 7-7 6.8 5-11�, i 3- 2 x 12 13-10 12-0 10-10 9-10 9-1 8-1 7-2 For 51: i inch = 25.4 mm, i foot = 304.8 mm.1 pound per square foot = 0.0479 kPa. 1 pound 0.454 kg. a. Ground snowload, live toad = 60 psf, dead load = 10 psf. UA = 360 at main span. LtA = 180 at cantilever with a 220-pound point load applied at the end. b. Beams supporting deck foists from one side only. c. No. 2 grade, we! service factor. d. Beam depth shall be greater than or equal to depth of foists urith a flush beam condition. o. Includes incising factor. f. Northern species. incising factor not included. ® Cantilevers permitted at each end up to 1/ of the actual beam span ® Beams must bear on not less than: 0 1 1/2" on wood or metal 0 3" on concrete or masonry m Locate splices at interior posts Allowable Deck Post Sizes based on Height For SI: I foot = 304.8 mm. a, Measured to the underside of the beam. Post must be connect to beam to prevent lateral displacement, with either: • Manufactured connectors sized for post and beam • Notched post (2'/2' minimum remains) • Washers required under the head and nut for all bolts • Posts must bear on footings • Restraint is required at bottom of posts to prevent lateral displacement, with either • Manufactured connectors • Minimum 12" embedment in concrete or soils. TABLE R602.7(l) GIRDER SPANS,' AND HEADER SPACES FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir -larch, heirs -fir, southern pine and spruce -pine -girl and required number of jack studs) GROUND SNOW LOAD (Asf) GIRDERS AND 80 HEADERS SIZE Building width (feet) SUPPORTING 20 28 1 96 Span NJd Span NJd Span NJd 1-2 x 8 4-6 1 3-10 l 3-5 1 1-2 x 10 5-8 1 4-11 1 44 1 1.2 x 12 6-11 1 5-11 2 5.3 2 2-2 x 4 3-6 1 3 2 1 2-10 1 2-2 x 6 5-5 1 4-8 1 4.2 1 2.2 x 8 6-10F 5-i1 2 5-4 2 2-2 x 10 8-57-3 2 6-6 2 Roof and ceiling 2 2 x 12 9 98-5 2 7.6 _ 2 3-2 x 8 8-47-5 1 6-8 1 3-2 x 10 10-6 1 9-1 2 8-2 2 3.2 x 12 12-2 2 10-7 2 9-5 2 4-2 x 8 9-2 1 8-4 1 7-8 1 4-2 x 10 11-8 1 10-6 1 9-5 2 4-2 x 12 14-1 1 12-2 2 10-11 2 a. Spans are given in feet and inches b. Tabulated values assume #2 grade lumber c. NJ = Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an approved framing anchor attached to the full -height wall stud and to the header. Deck .edger: This detail shows the requirements for the ledger at the connection to the home. The followin ifs; : ' vvs the required spacing for the lag screws or bolts on the ledger. The I,,t4 G iTi-je�,size is 2x8 and must be connected to a 2x band joist that is fully N S��V ed by a wall or sill plate. Toenails may not be used. 5" 2" For SL I inch = 25.4 min, STAGGER FASTENERS IN 2 ROWS 'MIN. FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 'MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWS ' NIIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO AT rACH 2 X 8 LEDGERS 1.0 2 X 8 BAND JOISTS. PAIN. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISTa' b (Deck live load = 60 psf, deck dead load =10 psf, snow load S 60 psf) JOIST SPAN CONNECTION DETAILS Wand less 6'1" tog 8'1"2 to 10' 10'1" to 12' 12'1" to 14' 14'1" to 16' 16'1" to 18' On -center spacing of fasteners 22 16 13 11 9 $ 7 'Iz inch diameter lag screw with '/Z inch maximurn sheathing 1/2 inch diameter bolt with'/z inch maximum 30 '2_2 18 15 13 11 10 sheathing° 26 19 16 13 11 10 9 '/2 inch diameter bolt with 1 inch maximum sheathing° For St; 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square toot = U.uwra Kr-d. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of slacked washers shall be permitted to substitute for up to '/-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. Lateral Load Connection Where supported by attachment to an exterior wall, decks must be positively anchored to the primary structure and designed for both vertical and lateral loads. Two options for the laterak l948%6Nection are shown below. Decks e jp '%" above grade do not require the lateral load connection. Option �✓� '�CO� �rO FIFLD FLOOR SHEATH11G,%VL:NG AT 6- hLV(IMUM ON CENTER TO JOISTNITH HCLD-OMN FLOOR JOIST For SI: I inch - 23A mom FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS HOLD-DOWN OR SIMILAR TENSION DEVICE JOIST 1. Install hold down per manufacturer's installation instructions. Attachment of hold down device to I - joist should follow manufacturer's installation instructions; blocking or web stiffeners may be required. For specific framing/site conditions which are not addressed by the prescriptive lateral load connection, please provide alternate equivalent detail (design by a licensed design professional may be required). 2. There should be no less than two connections per deck within 24" of each end of the deck, with a 1500 lb capacity each Option #2: NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. 2' MIN. FLOOR JOISTS JOISTS Fr -1: 1 imb = 25-4 mm. 1 (vl , Ww S mm. SHEATHING SIDING FLASHING/ FLASHING FOR WATER TIGHTNESS i— DECKING APPROVED JOIST HANGERS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB- CAPACITY AT d LOCATIONS. EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 2" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED Iti DIAMETER LAG SCREW PREDRILLED W1 MIN, 3- PENETRATION TO CENTER OF TOP PLATE, STUDS. OR HEADER. FIGURE R507.2.312j DECK ATTACHMENT FOR LATERAL LOADS 1. There should be no less than four connections per deck, with a 750 lb capacity each • Plasposite decking to comply with ASTM D 7032 ould indicate compliance with ASTM D 7032, the allowable load an rtr um allowable span a a e flame spread index not more than 200 sistant per manufacturer's instructions • vvocQ,gc� ff►y • Minimum `I '/4 inch thick ® Joist spacing maximum based on decking thickness and direction (perpendicular or diagonal to joist) Attached to each supporting member with not less than (2) 8d threaded nails or (2) No. 8 wood screws. Beck Guard retail: In top of guard sist 200 lb. ad horizontally, pings less than 4°. I d not required if 30" less above grade. I Re Ur y fJ PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1907 nce pion Total (SF) Tp F -ULU Total Area of Land disturbing activity Total area converted from vegetation to lawn or landscaped areas Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area (Sidewalks, paths, patios, etc.) Pollution Generating Hard Surface Area (Driveways, parking areas, etc.) Total Hard Surface Site Size Existing impervious surface coverage % % (sq. ft. hard surface / site size) Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. Check applicable box Minimum Requirements Determination El Minimum Requirements #1-9. ® Minimum Requirements #1-5. . Building Per Application Submi dated April 20 1 tal Checklist Minimum Requirement #2. f19 FOR CODE (,� -use cedar decirlA —Use 2x 6 a�%J 2%too �oFOR LuOE c� A Y tc��' 1 G 9M �r0 FIELI) tr�se� I'q Ir I �' m)----- D L)i 11-LO -L-- 1 - 0 4--l- 9 -� 4 Y 6� --- ..� f LFX Doug I�PrOK G'�►ad� P; M; 12" minimum pier size, with a concrete or gravel base that extends to 12 below grade. 5 Pq �P �.Oljk L VDE C %�" r ro PIELD Ramp slope not to be greater than 1' rise to 8' of run, or 12.5% A handrail is required. z "A." -GAP 4-6 ►- r AID- Z021 -a4-83 Deck �v F©ll©W E x- s k' n` JG P o c k Pp -HI F`6 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 Instructions for Printing Digital Plan Review Documents This City of Anacortes Planning, Community, and Economic Development has adopted an optional digital plan review process, in response to COVID-19, for those who wish to reduce contact or reduce natural resource use. If you have any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments you have to improve this system. It is the applicant's responsibility to provide copies of all approved submittal documents for use on the job site. • Documents with color or with approval stamps are to be reproduced in color, or black and red. • Documents shall be provided in full size, and to scale. • It is advisable to protect the documents from inclement weather. Plastic sleeves are available upon request. • All drawings, engineering, surveys, and supporting documents are required to be on the job site at the time of inspections. If documents are not available, the inspection will be cancelled. After the second cancelled inspection, a re -inspection fee will be charged. Be sure your packet includes: • Permit • Permit Inspection Card, print on heavy stock if possible. This will need to last the duration of your project. • Site Plan • All Drawings • Stormwater Plan or SWPPP • Engineering, if included in submittal • Landscape Plan • Any other supporting reports or documents Being properly prepared with the necessary plans on site will allow our inspectors to complete your inspections. We appreciate your assistance.