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HomeMy WebLinkAboutPermit File BLD-2021-0483 5209 Maritime Court • 1 C} City of Anacortes invoice/Permit#: BLD-2021-0483 904 6th Street Applied date: 06/16/2021 P.O.Box 547 Issue date: 07/08/2021 _ 0, Anacortes, WA 98221-0547 Expire date: 01/04/2023 (360) 293-1901 Job Address: 5209 MARITIME CT Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3051 Project: APN: P120233 Remarks: BUILD A RAMP WITH HANDRAILS ON A NEW DECK ALONG WEST SIDE OF PROPERTY. DECK WILL BE 18"OR LESS IN HEIGHT TO MEET SETBACK APPROVED PROJECTION IN SETBACK. Owner: RACHEL E FORT Contractor: SUNRISE BUILDERS LLC Address: 5209 MARITIME CT Address: 655 E AXTON RD ANACORTES WA 98221-3051 BELLINGHAM WA 98226-7435 Phone: (360)303-7847 Phone: (360)223-0831 License#: General Information: Fees: Use Zone R2 Building Permit Fee 321.25 Deck Square Footage 120 Plan Review Fee 208.81 Flood plain development N State Building Code Fee Resi 6.50 Building Valuation 20000 Total Calculated: 536.56 Deposits/Receipts: 0.00 Total Due: 536.56 The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 \1 fi*'' Phone: 360 293-1901 FpR GODS c,0 4 Y G O {'7 'al BuildingPermit Application "mu S .. ,� cket New'i t�s w_*Residences(SFR) Duplexes Additions and Remodels (SFR& Duplex) Accessory&veiling Units Manufactured Homes Residential decks and retaining walls FORM 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: cif Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit ❑ Interior remodel n Detached from Primary Unit ❑ New Addition to SFR ❑ Garage,carport or accessory building ❑ Retaining wall or duplex (new/repair) ❑ Other: Project Summary: F p t`_ e l 14 +tH d 7'"4, a s ..5 x( Yi c �+ to Project Valuation: $ 3. PROPERTY OWNER INFORMATION Name: R Pa Q e L F r. Phone: - 6 0 3 3 _ 7 611.7 �A-ddress(Street,City,State,Zip): /��f,.x. Email Address: 5/0 9i l�' r ; � .- fi b R sF' I?. 6 iy , ( ` 4. CONTRACTOR INFORMATION Name:�(s r Phone: �., . Contractor's Business Licenses „Slate License#: i,itx License#: *AU Contractors&Subcontractors must have a valid City 1l 1 R ' R 3 00 61,3 -4-6 of Anacortes business license prior to doing work in the Expiration Date: Expiration Date:_ City. SCE r. 2-V) f S e f' '3 0 Z, . l Address(Street,City,State,Zip): Email Address: 6-s 5 E Y/eel Rd (3 rf hl4y I4 - w '1 t E '7 ,c ark/ Page 1 of 19 Res.Building Permit Application Submittal Checklist I Inrlatr,d Anril 7n 7!Y)l r Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT c' Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 -�, ,C oDE Phone: (360)293-1901 `i 0Y O ��?, 5x li) A ' `i` ON SeleW•Tilf�te:- sty will contact for anything ❑ Applicant ❑ Property Owner Contractor rel.4,3 e . * .° r-1 Other(list helnwl Name. , t 1,, -c` itVlCr - Phone: 3 // ` Address(Street,City,State,Zip): Email Address: b5�"'S p E - ke Pct. p¢� gam ,- , 31 di CVJ lifr-,.F7 73 fii c'tip - c 792-2 6 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: tyro 1,„„xfrici i f 5 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. I understand that if I submit incomplete, inaccurate,and/or erroneous information it will take the City longer to process my permits. I 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. xI 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 of 19 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 \\ CoDE Phone: (360)293-1901 w 1IY p °{. Aphk,,e, I here. •- .re h. I am either the owner of the property listed on this application or the owner of th': ;.•get/ .• horized me to be their representative to act for them. I also declare under pe .r:413tt ' der the laws of the State of Washington that all of the statements and answers contairtl' , and the information submitted with this application form is in all respects, true, correct,and complete to the best of knowledge and belief. kvvv. 77) tt ' U or: ! / Signature Date C TE Printed Name Res.Building Permit Application Submittal Checklist Updated April 20,2021 PanP 3 of 19 c.V ��� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 0610KMailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 y� t.�;w7coIlE�,Phone: (360)293-1901 1A 5 um FoR"y 77 2: STRUCTURE AND SITE INFORMATION 1. r`i HERE WORK IS OCCURRING '4coic ADDR +,f� s F> FIELD � �� fi .• .. PARCEL NIIMRFR(Sl 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with "AIrA„ Structure height: lq AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 2nd Floor: 3rd Floor: Basement: Garage: Total deck: I -1 Total porch: Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES EA NO Is a monitored fire alarm being installed? ❑ YES 171 NO Are retaining wall(s) being built? ❑ YES al NO Are structural plans required? ❑ YES Vt NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES [ '1 NO to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the property located in a flood zone? ❑ YES al NO If yes, list the flood zone designation: C. Are there slopes in excess of 15%on or abutting the site? If yes,a ❑ YES VI NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Pane R of 19 ♦T y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT ` '� Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 47 phone: (360)293-1901 w 1� YcoDE OA D r t re i ca areas or buffers on or abutting (within 300-feet of)the ❑ YES kI NO r j c f s, a critical areas report will likely need to be submitted. E. Qii n 5,000 sq.ft. in area? ❑ YES '4 NO If yes°/ site 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 E 4 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. 1)\ 16 Signature Date /Kr viM F Printed Name Res.Building Permit Application Submittal Checklist Updated April 20,2021 Pan.9 of 19 Allowable Joist Spans TABLE R507.5 ��.in,COD „®DECKJOISTA SPANS FOR COMMON LUMBER SPECIES1(ft,-In.) T Y ".e SPACING OF DECK JOISTS SPACING OF DECK JOISTS s�� C' it, '7.-/ WITH NO CANTILEVERb WITH CANTILEVERS` 4• �� rt. (inches) (inches) �� 1891 , � 12 16 24 12 16 24 �'ro Pint) s�`2 X 6 8-6 7-9 6-9 7-7 6-10 6-0 2 x 8 11-2 10-2 8-11 9-10 8-11 7-9 Southern pine 2 x 10 14-4 13-0 10-11 15-5 13-4 10-11 2 x 12 17-5 15-5 12-7 17-11 15-6 12-8 2 x 6 8-1 7-0 5-9 7-5 6-9 5-9 Douglas fir- 2 x 8 10-10 9-5 7-8 9-7 8-8 7-7 larch', hem-fir"spruce- pine-fir" 2 x 10 13-3 11-6 9-4 13-3 11-6 9-5 2 x 12 15-4 13-4 10-10 15-5 13-4 10-11 2 x 6 7-6 6-9 5-6 6-10 6-2 5-4 Redwood, 2 x 8 9-10 8-6 6-11 8-10 8-0 6-11 western cedars, ponderosa pine', red pine" 2 x 10 12-0 10-5 8-6 12-1 10-6 8-7 2 x 12 13-11 12-1 9-10 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=0.454 kg. a. No.2 grade with wet service factor. b. Ground snow load,live load=60 psf,dead load=10 psf.L/p=360. c. Ground snow load,live load=60 psf,dead load=10 psf,Ud=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 arc permitted. • Joist cantilevers cannot exceed 1/4 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 (Floor) Loads TABLE R507,6 DECK BEAM SPAN LENGTHS"(ft.-in.) DECK JOIST SPAN LESS THAN OR EQUAL TO:(feet) 40g c;on o CIES` SIZEd 4-1A �~,� Alple1V e6 8 _ 1U 12 94 i6 98 rc' 2-2 x 6 6-4 6-0 5-6 4-7 3-11 3-5 3-0 m 71111111311 2-2 x 8 8-11 8-5 7-2 6-0 5-2 4-6 4-0 \ a ✓ 'e` - �g �' 2-2. 10 11-11 10-9 9-2 7-8 6-7 5-9 5-1 J FLU 1,.- 2-2 x 12 14-5 12-7 11-2 9-4 8-0 7-0 6-3 Southern pine 3-2.6 8-1 7-8 7-3 6-10 5-10 5-1 4-7 3-2 x 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 5-5 4-5 3-6 2-11 2-6 2-2 1-11 2-2x6 3 x 8 or 7-3 5-9 4-8 3-10 3-4 2-11 2-7 2-2x8 3 x 10 or 8-11 7-5 5-11 4-11 4-3 3-8 3-3 Douglas fir- 2-2 x 10 larch'.horn-fir°, - - spruco•pine-fir., 3 x 12 or 10-4 8-11 7-2 6-0 5-2 4-6 4-0 redwood,western 2-2 x 12 cedars,ponderosa pine',red piper 4 x 6 6-3 5-11 4-11 4-1 3-6 3-1 2-9 4 x 8 8-9 7-9 6-6 5-5 4-8 4-1 3-7 4 a 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 3-2 x 12 13-10 12-0 10-10 9-10 9-1 8-1 7-2 For Si:1 inch=25.4 mm.1 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,Lill=360 at main span.Lill=180 at cantilever with a 220-pound point load applied at the end. b. Beams supporting deck joists from one side only. c. No.2 grade,wet service factor, d. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. o. Includes incising factor. I. northern species.Incising factor not included. • Cantilevers permitted at each end up to 1/4 of the actual beam span • Beams must bear on not less than: O 1 '/z"on wood or metal O 3"on concrete or masonry o Locate splices at interior posts Allowable Deck Post Sizes based on Height TABLE R507.8 DECK POST HEIGHT' COD [ - 4''' .. SIZE MAXIMUM HEIGHT' Gam'=,� 8' Wean v, 7,ii 1891 �� O ✓<,,IG0R �6 14' 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 1//' 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. Allowable Beam Spans for Supporting Roof Loads TABLE R602.7(1) GIRDER SPANS' AND HEADER SPACES FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) ! GROUND SNOW LOAD(psi') GIRDERS AND s° HEADERS SIZE Building width(feet) SUPPORTING 20 28 36 Span NJd Span NJd Span NJ° 1-2 x 8 4-6 1 3-10 1 3-5 1 1-2 x 10 5-8 1 4-11 1 4-4 1 1.2 x 12 6-II I 5 11 2 5.3 2 2-2 x 4 3-6 1 3-2 I 2-10 1 2-2 x 6 5-5 1 4-8 1 4-2 I 2.2 x 8 6-10 1 5-11 2 5-4 2 2-2 x 10 8-5 2 7-3 2 6-6 2 Roof and ceiling2„x 12 9-9 2 8-5 2 7-6 3-2 x 8 8-4 I 7-5 1 6-8 1 3-2 x 10 10-6 I 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 I 7-8 1 4-2 x 10 11-8 1 10-6 1 9-5 2 4-2 x 12 14-I I 12-2 2 10-I1 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 Ledger: This detail shows the requirements for the ledger at the connection to the home. The followin Ilos ;✓'--wwvs the required spacing for the lag screws or bolts on the ledger. The i n iirlifeg4if size is 2x8 and must be connected to a 2x band joist that is fully w G s•�� ed by a wall or sill plate. Toenails may not be used. STAGGER FASTENERS s �4i 1891 /.4) .k c+ IN 2 ROWS Flad 5.5"MIN.FOR 2X8" 'DISTANCE SHALL BE PERMITTED TO Q 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS 5"MAX O O 0. Q 7.5"MIN.FOR?_X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS 2"tvMINI. TO ATTACH 2 X 8 LEDGERS TO 2 X$ BAND JOISTS. 3/4"MIN. LEDGER LAG SCREW OR BOLT Fur SI: I inch=25.4 nun, 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) t �- JOISTSPAN CONNECTION 8'1"2 10'1" to 12'1" to 1d'1" to 16'1" to DETAILS 6'and less 6'1" to 8" to 10' 12' 14' 16' 18' On-center spacing of fasteners '/z inch diameter lag i screw with '/2 inch 22 16 13 11 9 8 7 maximum sheathing c'd 1/z inch diameter bolt with '/z inch maximum 30 22 18 15 13 11 10 sheathing"' 1/z inch diameter bolt with 1 inch maximum 26 19 16 13 11 10 9 sheathing° For St:1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=9.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house hand 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 he wood structural panel,gypsum board, fiberboard,lumber or foam sheathing.Up to 1/2-inch thickness of slacked vv.ashers 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 later- .ti s°':'t7 -ction are shown below. Decks41. • - • ',@" above grade do not require the lateral load connection. *iy, Option j' Fy' 1891 47 e -0 FIELD Is 1 NOlaDOb`N OR SIMILAR TENSION DEVICE FLOOR SHEATHING HARING AT JOIST' LTH 4CLON CENTER TO r t` JOIST'N17N H+�LD•DO'vNN 4. 4- +' J + + + FLOOR JOIST DECK JOIST For SI:I inch=".3.4 mot. FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS 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: SHEATHING ` NOTE: `j—SIDING THIS DETAIL IS APPLICABLE i 1fI WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. i ' i i WATER TIGHTNESS i I DECKING I APPROVED JOIST HANGERS 2'MIN. '/ '' I, `'.---2x LEDGER WITH FASTENERS • IN ACCORDANCE WITH FABLE R507.2 • I----HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS—± .\ AT 4 LOCATIONS,EVENLY DISTRIBUTED �. ALONG DECK AND ONE WITHIN 2'OF EACH END OF THE LEDGER.HOLD-DOWN DEVICES fl .. SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED,ti DIAMETER LAG SCREW PREDRILLED WI MIN.3'PENETRATION TO CENTER OF TOP PLATE,STUDS.OR HEADER. F.4 SI I WI=:.S-a mm.I hat:I.S tnm. FIGURE R507.2.312) DECK ATTACHMENT FOR LATERAL LOADS 1. There should be no less than four connections per deck, with a 750 lb capacity each Decking • Plaposite decking to comply with ASTM D 7032 ,`�� .. it • louId indicate compliance with ASTM D 7032, the allowable load an. t num allowable span ' , a-. e flame spread index not more than 200 - • -sistant 1, •.q ..' per manufacturers instructions • Vil � iVxteCkfel 9 • Minimum 1 1/4 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. Deck Guard Detail: Design top of guard ,---, ,,,,,,-----1.--) to resist 200 lb. applied horizontally. , I '--- ---Openings less than 4". 1 , ;---r--1--r-,--ir-r-—r-i r--t=r ^r-r-v-r r-r-lr-1---r-r-r-'1 0 i A ii Guard not required if 30" it L or less above grade. I IN:41,11N`i lifS:TviJ PitiNfiiTMIVIIf;t`rTr'A}tMt14PStST+}?TJO':Plt'S'ltiAttVNiVflPltlA}N?MPlhUNTVIMtro +''?17v!,AK 'a a PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.D. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 l �cwo� n,coPhone: (360)293-1901 Y 446{ St, Qy n n is r ance Total RC ion c4' (SF) 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 13- ' ``t (Sidewalks,paths, patios,etc.) Pollution Generating Hard Surface Area (Driveways, parking areas,etc.) Total Hard Surface ( 2.6 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 D Minimum Requirements#1-9. ® Minimum Requirements#1-5. Res.Building Per . 'Application Submi tal Checklist UFdated April 20 Minimum Requirement#2. Pane 14rf19 FoR CODE cr), r ;i ---gyp , &t`: ., r CITY OF ANACORTES :t.k:; PLANNING AND BUILDING DEPT: iti,„1,,,4.i,„:,:::‘,,,.,4,'_' . i ,:, � APPROVED PLANS :_a Iin3$ ;=t ';« REVIE `/�'�/R^`1(y/�' E (JM�� LIANCE • _ o tm�`, �1`y S.YY „ �i4n _ a 6 a. _ • '.§'4„711-t'S- � L V 2 U4V - ,- ; � „ .¢, ,-°�, . xi. - ' e PERMIT#:; F ADDRESS: 5209 M RITIME CT ,' y = g- 4 ;: APPROVED BY: ilhli 3'`"'; ' "'l ;"• SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT :.• _"" ` y s• =�a BE ALTERED WITHOUT AUTHORIZA ON. �`a k4 Apr. :` <,A. _ �i .=;"^<.x.:,�; <-<<:-; "sue- ",sr' :�.; 3 A 'E� 'z` dry:�-=,.,.,r; �:.• �n '",� ",ear-'+-'°,k=p 9' „�" �.._s; u-: ;`t% 'ri$ ". .I: zy'. '" - ••,. S" N :fie-- ;. • •. ,:5%. "�;<bP:," �" . !T;jIUiJ "§'' Lj� Aga !', aX'3=5�-..:-3?,: `, Ed; %ts r=s;.zys"3„::c :k•&`" •s - • 'h • ,�-- -:... _ _ ot yw ��mm _ �y�,. 'c=fr "�'S,''�-N_ Y• •s. Y r°F° F i 3,.' .' a r"yrs4'' `:4 _ ""%' • fi• Y - • ;: ,.- ccTFY x tc.>�,' •�„a ti :§ ;,$f _'=<:i- >. _ _ • <.d _ s ". ` • :,Y:Y :..fir �,• .��; -�" ate:-. .: z:, i�. -_ " - , e•, s , dt. • .C• a >>pp ��m F � c �G , ,f; .. y - _ 3: ` e - -j i.y.,a= .F v S At "3'- - > - .'� _ _S=.ate" , •:< ,t ga 3 kg a or �; F�_ i. �g i"% a •`.t,a ,";5 >�,1'<:ss" .,��a' ..3._�> m'.- ',Y% �€ • _ --- ^� '%i:'gab= fir°;a = - .> ,. , = r '':v y a ',°. ,, 4404 ;��;>; ,• fir' h_r,K^"• •• .•' m ;? ', ;°' ,9 ' ' ; .a ; _�,A"" p� ; ° ;:. are ` a= _� a', atz•;'g '=r4 $" :��res,.rx ;.J.a,<>ns �q t,-t:. , s , _ - ..Sze•• :;'GlY',�_, 4 _ yg is�:,: , ,?.,r'9,oa" c"+y,-,001 t: - has y" ' y ash' >5't. w. , y t,i - _'"Z��> �i„�r,_�xis":rJ:"Si/5,'z"e'= r _ nL •;2F s ,.o. • < ,, .. ,jai •4 ', „ 'A s ,=i . Ramp to be less than 18" above grade e-moo z a. ''•, Z- ':t.:', within 5 •ofpropert •y • ': ,. , - • r — r ._" 'a• Ma -`en Y` ._�1; , " / ' > �_> .,, A a-, ile., .'r;' _ ' x - i4il `:, ',yam s .Vi,Y t ' 4;0 .,�':z,, : 1. • .,: •• "8 e.=^:.sue,W. :.,W�',y-, . .A,?;,".";:.',,,,,: • — use, r dec ' n gala --use 2x 6 41Kci 2 I_ _ OF OR CODE CD�`�4 1 Y � �".e U fI- 11 5 2„,„ 0 4 -'7 1 „off COR oi,2.. 0 FIELD`,„,,e, D LD - , , -2-- I ® 0 CE g '-' ---. � � � 12" minimum ./.-,1 ox, '�-- pier size, � , �‘ ' with a { concrete or f Doti? RI gravel base '� that extends 1)170 ._ FL.------1 to 12 below (9 'Peov fro NovC rh-Ar Pttri �r�ad� grade. 1 © F4 FOR CODE C,O f � Y ° A` 5Z0 141 gr ' 1-t� 6' S / O21 - O(L& 3 8 3 1.0 FIELD‘1.y5 Ramp slope not to be greater than 1 ' rise to 8' of run, or 12.5% A handrail is required. 1 I be 1-e55 ? f Deck I F© II©W x t 5 I-, ny Rock Pp-hi F-6 vi Pr: Fw�Y t-ro 04.-,Gfrp cpGe k wrd-J'h 4-6 ►-r Arnie 074,vitiov 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.