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Permit File BLD-2017-0578 1600 Latitude Circle (2)
' tiY O _ Cuy OiAnac (� "f '�� ° " COG] s Invoice/Permit #: BLD-2017-0578 _ 904 6th Street t Applied date: 11/07/2017 y_ P.O.Box 547 Issue date: 01/2912018 Anacortes, WA 98221-0547 -''_''`l ,� rxpir�e date: 07/28/2019 °t.; ,�, '' (360) 293-1901 Job Address: 1600 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construction of new single family residence per approved plans Owner: CHRIS FELT Contractor: Address: 16839 KAMB RD Address: MOUNT VERNON WA 98273-8147 Phone: (360) 661-4176 Phone: License #: General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 2,438.55 Lot Area 17110 Plan Review Fee 1,385.06 1st Floor Square Footage 1699 Mechanical Permit Fees 135.85 2nd Floor Square Footage 1178 Plumbing Permit Fee 370.00 Garage Square Footage 597 State Building Code Fee 4.50 Deck Square Footage 240 Sewer Inspection Fee 50.00 Porch Square Footage 60 Storm Drain GFC-Residential 1,550.93 Building Valuation 357500 Sewer GFC-Residential 9,206.33 # Forced Air Furnace <=1 ,000 1 Park Impact Fee 615.00 # of Backflow Devices 1 Traffic Impact Fee 900.00 # of Bathtubs 2 Total Calculated: 16,856.22 # of Clothes Dryers 2 Deposits/Receipts: 200.00 # of Clothes Washers 1 # of Dishwashers 1 Total Due: 16,656.22 #_of_Gas Outlets 7 # of Gas Fireplace 1 ',ti la co 1-- 0 # of Gas Piping 7 Z -, r- er, m .Y. ...; r, NI co -, # of Gas Water Heaters 1 '} , F, ► co 0 # of Water Piping 2 ,. n' =I 0 C.'i i- r, .t- 1-4I I rVI # of Hose Bibbs 3 # of Kitchen Sinks 1 '"` r' 51 0 _ 0 0 0 ,.n XI (.4 ca. # of Lavatories 4 '.n -.4 1-1. I _, Co CO C--.I .i # of Range Hoods 1 rr coI;J;f '1'7 . 111 . ►•I• m 1---. —1-1 • of Showers 2 = r- n. it. # of Slop Sinks 1 •a �. CO 1 # of Water Heaters 1 `t. r n, # of Ventilation Fans 5 C' h.y , # of Water Closets 31 �• --� Ng.� a ,' ,_4 I . r:_) , ,t. a C' Ile ,-•' cn I-- a+• co -•.1 cr. 0• c,. co •.- •.. it. ,i CT. ('t. •,1) 1 c_n c.n Ch• 1:1'. C. I-7 Ni r ■ -•J lD NI h•t •m 21 ..-.. h•.a h.) rt' 3 CO pa. '" fr' C3 ' Cityof Anacortes Invoice/Permit#: BLD-2017-0578 904 6th Street 's Applied date: 11/07/2017 , P.O.Box 547 Issue date: 01/29/2018 K0' 0, Anacortes, WA 98221-0547 Expire date: 07/28/2019 ; '''` THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMr(DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ,,7 -* -. 17-//' , SIGNATURE OF OWNER OR AUTHORIZED AGENT ISsUth-BY v o PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT t RESUBMITTAL! PLAN REVISION /ADDITIONAL INFO COVER SHEET 1.7 , Mailing Address:P.O. Box 547,Anacortes, WA 98221 -JAN 1 8 2sib Office Location: 904 6t Street,Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 CITY Fl) 2_a I7 5 Please use this form to submit revisions or additional information to your xxmitait,,a pplication. Permit/Project#: l) l P 0(70 Date: r/z d f V Project Name: C Cj / S Project Address: 400 �r �1-(le- r /C Project Contact: Cv/ �` i* 5 /e ( Company Name: Ca SC a C�'` gt,e_l : VP 5 ,150 Contact Phone: 360- 6 6 i-- 1 1 76 Contact Email: C t 5C a We e f t ✓e V C a dY, Has the permit been issued yet? ❑ Yes ❑ No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? ❑ Yes El No What department(s)is this resubmittal/revision/additional information to go to? XPlanning Dept. Building Dept. X Fire Dept. Stormwater ,Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? , Yes. A copy of the plan review letter with itemized responses to each item is required. No,the revision or additional information is initiated by the applicant,landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: • Are you submitting a full replacement? , t Yes 0 No If not what page#is being replaced? Two full sized copies of all revised/additional information is required.Has this been done? )Yes ❑ No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? Yes ❑ No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan 0 Building Plans ❑ Structural Plan El Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey(Boundary/Topo) 0 Mechanical Plan 13 Plumbing Plan 0 Other: FOR OFFICE USE ONLY: DATE DATE ROUTED: ROUTED TO: ROUTED: APPROVED BY: APPROVED:. �1\ Building Dept. 0 Planning Dept. /C,t, Stormwater 4-- I Os"(g Public Works Dept. 'v " (/I /f Fire Dept. "&t,ce ❑ Third Party Review 01."2 Z• c114 6 >c Gas-aCz�c..� DeS es..4ka'-j / ( i . JiWii5f. NOV 022018 TO: E-mail to Tim Hohmann, CITY OF ANACORTES, Public Works Deparhiie ' timh@cityofanacortes.org (hereinafter City). 11/04/2018. �tf'I Y OF ANACOgrp. TO: CHRISTOPHER P. FELT AND CHERYL A. FELT, 16839 Kamb Road, Mount Vernon, WA 98273 (Pictures not attached, see at City). RE:All adjacent westerly land owners (hereinafter owners) are submitting property for sale photos and descriptions of the easterly adjacent FELT 2 -LOT SHORT PLAT, SE 14. SECTION 22, T 35 N, R 1 E,W.M., LOT 2, 10,910 SF (hereinafter LOT 2). Owners observed on October 23, 2018 CHRISTOPHER P. FELT AND CHERYL A. FELT trucking and placing fill material by excavator. Over a period time since construction began on FELT 2 LOT SHORT PLOT uncompacted fill and excess foundation soil has been employed to raise the grade on LOT 2. Evidence by the dated pictures, herein enclosed. Pictures are in addition to the (E) contours surveyed and documented as prima facie evidence. Only contour changes as that allowed by City contract construction permit(mandatory)are authorized. Grade raising fill extends from the 170.0' contour line at LOT P56573 over to Allen Court LOT 4, thence basically full length along land line S 19°30'0" E, thence along the dog leg 17.74' S 70°26'59"W, thence proceeding northerly along land line S 19°32'59"W, thence across FELT LOT 2 northerly to the 165.0' contour line. FELT 2 LOT SHORT PLAT provides City authorized contour changes. FELT 2 LOT SHORT PLAT shall (mandatory) reflect 'AS BUILT' on the ground as approved contour `PLAN'lines as shown on the original City permit issuance. FELT 2 LOT SHORT PLAT cannot(mandatory)be altered beyond that allowed. The City may require a new survey to bring the contours in compliance where it is determined by the City such is necessary. Said insurance of compliance protects our new neighbor family owners. CHRISTOPHER P. FELT AND CHERYL A. FELT performed fill work to the 165.0' contour line extended from the 170.0' contour line. Aforesaid contour changes shall (mandatory) meet the original City permit contract contour requirements. Grade of 170.0' uncompacted fill placed to (E)165.0' contour line will adversely effect water and silt runoff to Allen Court LOT 2. Such shall(mandatory) meet original permit contract requirements. Raising grade beyond that under original permit contract requirements will forever visually impact the neighbors. That is not allowed by the City permit contract. Such shall(mandatory)meet original permit contract requirements. Water surfaces out of the ground at the south side of the private 20' shared access easement AF 201702240096 directly across from the 6" SD DI. FELT fill has been placed over it to prevent surfacing. The overall intention may be to raise FELT 2 LOT SHORT PLOT to allow water to drain without surfacing before getting to the lower westerly land owners. NOTICE to CHRISTOPHER P. FELT AND CHERYL A. FELT that owners easterly surveyed land line runs from rebar and cap PLS 9569 to rebar and cap PLS 9569 running 148.00' at Bearing N 19°32'59" W. Allen LOT 3 has existing on the ground a permanent HDPE physical marker that delineates the entire surveyed land line which is about a foot easterly of the white picket fence. 1 CHRISTOPHER P. FELT AND CHERYL A. FELT and OTHERS under their direction and buyers are given NOTICE and commanded not to disturb said survey land markers and permanent HDPE under penalty. NOTICE to CHRISTOPHER P. FELT AND CHERYL A. FELT is given and OTHERS under their direction and buyers are given Notice and commanded not to conduct criminal nuisance actions under penalty as given below including but not limited to any dirt, disturbance or other conditions crossing said survey land line. NOTICE to CHRISTOPHER P. FELT AND CHERYL A. FELT absolutely under no condition(s) are CHRISTOPHER P. FELT AND CHERYL A. FELT and OTHERS under their direction allowed to trespass under penalty including but not limited to additional criminal nuisance water runoff penalty given below where directly related to unapproved City contour work changes (not in accordance with original permit contract requirements). As a short background of events CHRISTOPHER P. FELT and CHERYL A. FELT, 16839 Kamb Road, Mount Vernon,WA 98273 on January 6, 2016, in a response letter to owners stated: "In the second letter received you request a schedule for correction of the sloping area between our property and Allen Court. We plan to address this correction once our property dries out this summer." It is now November, 2018, nearly two years later. There has been no schedule for correction to land owners to insure the entire affected land line ground is properly terraced away or retaining wall constructed to insure against impacts to Allen Court land owners. NOTICE the property with the new house is now FOR SALE. The overall regulated slope, especially at the 17.74' dog leg S 70°26'59" W thence proceeding northerly along line N 19°32'59" W from there is mandatory that it meet the permit contract requirements such that it is properly terraced away or retaining wall constructed in accordance with permit contract requirements between City and CHRISTOPHER P.FELT and CHERYL A. FELT. NOTICE earth has come over the HDPE land line marker, a nuisance criminal penalty given below. CHRISTOPHER P. FELT and CHERYL A. FELT and OTHERS under their direction are commanded not to trespass including but not limited to any earth / materials beyond the well marked (carefully remove weeds by HAND) under nuisance criminal penalty. To find HDPE ground line it is about a foot easterly of the white picket fence (in other words the fence is WITHIN owners easterly land line). The FENCE IS NOT THE SURVEYED LAND LINE. CHRISTOPHER P. FELT has been previously been NOTIFIED of that condition. NOTICE CHRISTOPHER P. FELT and CHERYL A. FELT the Development Standards of compliant terraced slope (compliant slope) such that grading away from the owners easterly surveyed land line as determined by the director at permit contract issuance shall (mandatory) be met to protect Allen Court westerly adjacent lands. Those protections, supra, shall (mandatory) include but not limited to City compliant slope protection materials that consists of a gradation analysis that meets requirements to adequately protect the slopes. A driver said the material dumped and piled then eventually placed on the regulated slopes is mulch. MULCH IS NOT A REGULATED SLOPE STABILIZER. 2 Mulch is migrating to owners easterly land line and at the dog leg has engulfed over the the land line, a criminal nuisance. This shall (mandatory) be removed by hand under specific direction and supervision of the affected land owner(s). ANACORTES MUNICIPAL CODE (AMC) 17.06.740 Regulated. that average fifteen percent or greater over a vertical interval of ten feet. (Ord. 2794 §1 (Att. A), 2008; Ord. 2316 (part), 1994) 17.06.025 Adjacent/regulated . "Adjacent/regulated " means within one hundred feet of the project site boundaries. (Ord. 2794 § 1 (Att.A), 2008; Ord. 2316 (part), 1994) Chapter 19.78 CLEARING AND GRADING 19.78.040 Development standards. C. When grading a site, whether a single lot or a larger tract, the owner of the site being graded must protect adjacent property from the effects of the grading. If a cut or excavation is made near a property line, it must be supported by a retaining wall, or or terraced away from the property line sufficiently to prevent the adjacent property from sliding toward the cut. If fill such as soil, gravel, rock, or other material is placed near a property line, it must be supported by a retaining wall, or or terraced away from the property line sufficiently to prevent the fill material from sliding onto the adjacent property. D. The director may require , fill, and retaining walls to be designed by a licensed structural engineer, due to steepness, soil types, geological stability, or other factors. NOTICE criminal charges may be filed for property and or nuisance crimes. AMC 9.28.030 Malicious mischief. A person is guilty of malicious mischief if he knowingly and maliciously:A. Causes physical damage to the property of another in an amount less than two hundred fifty dollars; ... C. Malicious mischief is a crime. (Ord. 2017§ 5.3, 1986) AMC Public Nuisance 9.06.020 A person who commits or maintains a public nuisance for which no special punishment is prescribed; or who willfully omits or refuses to perform any legal duty relating to the removal of a public nuisance; or who lets, or permits to be used, any land, building, or structure or portion thereof, knowing that it is intended to be or is being used for committing or maintaining any such public nuisance; is guilty of a misdemeanor, and upon conviction, may be punished by a fine not to exceed one thousand dollars, or imprisonment not to exceed ninety days, or both. Each day or part thereof is a separate offense. (Ord. 2988 §1 (Att.A), 2016). cc: Linda Sanfotd,American Dream Real Estate, Anacortes, Washington. linda@lindasanford.com; RE: This e-mail message including pictures attached constitutes NOTICE TO BUYERS. NOTICE: This written dated 11/04/2018 message, e-mail message, correspondence or letter is intended for the use of the person, entity or other to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law(s). If the reader of this message is not the intended recipient, or the employee agent or other responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this information is STRICTLY PROHIBITED and under penalty where it applies. If you have received this message by error, please notify us immediately and destroy the related message. An appearance by this e-mail or any physical meeting related does not confer personal / other jurisdiction with respect to any claim for relief and does not constitute express or implied consent to any person, entity or other in any manner whatsoever and all owners immunity rights are specifically reserved and not waived by sending this e-mail and cc's. 3 ‘ i I • Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, November 29, 2017 1:44 PM To: Fyrrce, Groc; 'chrispf@live.com' Cc: Ingalls, Paul; Kennedy, Jack Subject: RE: 11-28-17 Site Memo 1600 Latitude Circle.pdf 11-29-17 Chris,good afternoon. Since the lot is landlocked and access to it is via an easement, a Conditional Use Permit (CUP) I believe is also required.A CUP is a type of land use permit that has hearings before both the Planning Commission followed by the City Council. City Council ultimately approves/denies the subject CUP. CUP's also requires a pre-application conference and neighborhood meeting prior to CUP application submittal.The application checklist for a CUP can be found here. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community& Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@citvofanacortes.orct I www.citvofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Fyrrce, Groc Sent: Wednesday, November 29,2017 10:18 AM To: 'chrispf@live.com'<chrispf@live.com> Cc: Ingalls, Paul <pauli@cityofanacortes.org>; Kennedy,Jack<jackk@cityofanacortes.org>; Cricchio, Kevin <kevinc@cityofanacortes.org> Subject: 11-28-17 Site Memo 1600 Latitude Circle.pdf Hi Chris, A preliminary plan review was done and the following information is required so that Fire and Planning plan reviews can be done: 11-29-17 RE: BLD-2017-0578, 1600 Latitude Circle Chris, I have reviewed the building permit application to construct a residence at 1600 Latitude Circle.The following revisions are requested. 1. A copy of a survey of the subject property is required confirming lot corners and dimensions. 2. On your survey, please identify all existing (i.e., access)and proposed easements plus any vacated right-of-ways along with the respective recording numbers. 3. On your site plan, please show topographical contours at 5 foot increments. 1 4. On your elevations, please show the average original grade and how you are achieving the maximum permitted height of 35'feet above this as allowed in the R2 Zoning District. 5. One tree is required per 1,000 square feet of lot area.According to Assessor's records,the subject property is 0.43 acres or 18,730 square feet. Your survey will confirm your exact lot area. If the property is 18,730 square feet, nineteen (19) trees are required to be planted onsite. If existing trees are to be retained onsite, please show their location and numbers of trees on the landscape plan. Proposed trees also need to be identified as to their location on the site plan and specie/common name listed. 6. Please indicate on surveyed site plan the driveway access length, width, and slope(s) along with details on turnaround by garage Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@city_ofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. See attached Public Works Plan Review note from Steve for corrections that needs to be addressed so that he can finish his plan review. Stormwater, and Building plan reviews are pending. Please submit the attached Plan Revision &Additional Info Cover Sheet, along with a transmittal letter stating the information provided and who it is for. If you have any questions, feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 z , �ii1 lair=iur/e eove iii>ri/ie4//:i v' er/ealimi (tiff/ec���ie al./ccrn My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 Fyrrce, Groc From: Fyrrce,Groc Sent: Wednesday, November 29, 2017 10:18 AM To: 'chrispf@live.com' Cc: Ingalls, Paul; Kennedy, Jack; Cricchio, Kevin Subject: 11-28-17 Site Memo 1600 Latitude Circle.pdf Attachments: 11-28-17 Site Memo 1600 Latitude Circle.pdf; Current Plan Revision Additional Info Cover Sheet.pdf Hi Chris, A preliminary plan review was done and the following information is required so that Fire and Planning plan reviews can be done: 11-29-17 1 RE: BLD-2017-0578,1600 Latitude Circle Chris, I have reviewed the building permit application to construct a residence at 1600 Latitude Circle.The following revisions are requested. 1. A copy of a survey of the subject property is required confirming lot corners and dimensions. 2. On your survey, please identify all existing (i.e., access)and proposed easements plus any vacated right-of-ways along with the respective recording numbers. 3. On your site plan, please show topographical contours at 5 foot increments. 4. On your elevations, please show the average original grade and how you are achieving the maximum permitted height of 35'feet above this as allowed in the R2 Zoning District. 5. One tree is required per 1,000 square feet of lot area.According to Assessor's records,the subject property is 0.43 acres or 18,730 square feet. Your survey will confirm your exact lot area. If the property is 18,730 square feet, nineteen (19)trees are required to be planted onsite. If existing trees are to be retained onsite, please show their location and numbers of trees on the landscape plan. Proposed trees also need to be identified as to their location on the site plan and specie/common name listed. 6. Please indicate on surveyed site plan the driveway access length, width, and slope(s) along with details on turnaround by garage Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 See attached Public Works Plan Review note from Steve for corrections that needs to be addressed so that he can finish his plan review. Stormwater, and Building plan reviews are pending. Please submit the attached Plan Revision&Additional Info Cover Sheet, along with a transmittal letter stating the information provided and who it is for. If you have any questions,feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 •'%01ny/n/ic1f//N ci///iiriui/i//O1//1an�I er/ie,i f,, afie/ rl,)eiu/i..ii My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 Cricchio, Kevin From: Cricchio, Kevin Sent: Monday, December 4, 2017 9:23 AM To: Fyrrce, Groc; 'chrispf@live.com' Cc: Ingalls, Paul; Kennedy,Jack; Measamer, Don Subject: RE: 11-28-17 Site Memo 1600 Latitude Circle.pdf 12-4-17 Hi Chris. We just spoke on the phone. As stated, upon further review, we will not be requiring a conditional use permit as the subject property is an existing lot. Please note,that the 6 items below are still needed however. Also, additional reviews(i.e., Building, Fire, Stormwater) are still pending. Have a good day.Thanks. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning,Community& Economic Development Dept. City of Anacortes I P.O. Box 547 I 904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Cricchio, Kevin Sent: Wednesday, November 29,2017 1:44 PM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org>; 'chrispf@live.com' <chrispf@live.com> Cc: Ingalls, Paul <pauli@cityofanacortes.org>; Kennedy,Jack<jackk@cityofanacortes.org> Subject: RE: 11-28-17 Site Memo 1600 Latitude Circle.pdf • 11-29-17 Chris, good afternoon. Since the lot is landlocked and access to it is via an easement, a Conditional Use Permit (CUP) I believe is also required.A CUP is a type of land use permit that has hearings before both the Planning Commission followed by the City Council. City Council ultimately approves/denies the subject CUP. CUP's also requires a pre-application conference and neighborhood meeting prior to CUP application submittal.The application checklist for a CUP can be found here. Kevin Cricchio, AICP, WPIT (Associate Planner 1 Planning, Community&Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Fyrrce, Groc Sent: Wednesday, November 29, 2017 10:18 AM To: 'chrispf@live.com' <chrispf@live.com> Cc: Ingalls, Paul<pauli@cityofanacortes.org>; Kennedy,Jack<jackk@cityofanacortes.org>; Cricchio, Kevin <kevinc@cityofanacortes.org> Subject: 11-28-17 Site Memo 1600 Latitude Circle.pdf Hi Chris, 1 A preliminary plan review was done and the following information is required so that Fire and Planning plan reviews can be done: 11-29-17 RE: BLD-2017-0578, 1600 Latitude Circle Chris, I have reviewed the building permit application to construct a residence at 1600 Latitude Circle.The following revisions are requested. 1. A copy of a survey of the subject property is required confirming lot corners and dimensions. 2. On your survey, please identify all existing (i.e., access) and proposed easements plus any vacated right-of-ways along with the respective recording numbers. 3. On your site plan, please show topographical contours at 5 foot increments. 4. On your elevations, please show the average original grade and how you are achieving the maximum permitted height of 35' feet above this as allowed in the R2 Zoning District. 5. One tree is required per 1,000 square feet of lot area. According to Assessor's records,the subject property is 0.43 acres or 18,730 square feet. Your survey will confirm your exact lot area. If the property is 18,730 square feet, nineteen (19) trees are required to be planted onsite. If existing trees are to be retained onsite, please show their location and numbers of trees on the landscape plan. Proposed trees also need to be identified as to their location on the site plan and specie/common name listed. 6. Please indicate on surveyed site plan the driveway access length, width,and slope(s) along with details on turnaround by garage Kevin Cricchio, AICP, WPIT I Associate Planner Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. See attached Public Works Plan Review note from Steve for corrections that needs to be addressed so that he can finish his plan review. Stormwater, and Building plan reviews are pending. Please submit the attached Plan Revision&Additional Info Cover Sheet,along with a transmittal letter stating the information provided and who it is for. If you have any questions, feel free to address them to the appropriate party. 2 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Y 94, RESIDENTIAL BUILDING PERMIT APPLICATION k Allar'c Mailing Address:P.O. Box 547, Anacortes, WA 98221 .)\4, rsiw Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 NOV 0 7 201/ PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: p I-- -7 I 600 t A( c" r-^ r 5 6 Subdivision/Lot#: Project Valuation: $ys— 0 APPLICANT: Phone: Fax/ Address(Street,City,State,Zip): E-Mail Address: / c (dere.,PROPERTY OWNER:OWNER: Phone: Fax: - 7 Address(Street, City,State,Zip): E-Mail Addres,s: ' • e /f I .• • ONTACT PERS(ON: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: LENDING AGENCY: •• Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* ,, " Phone: , Fax: ?,:q _ 6' - 6 - I 7 e, AddrestreeLCity,Stte, E-Mail Addres I:4P • pz:,942 RO rfer eler4.1 WA?. • c ;:g'' Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: C6';:' 5, 1 e r lep ,° PROPOSED NEW SQUARE FOOTAGE: BaSement SQ': 0 Finished Basement: • Unfinished Basement 1' Floor SQ': 6 q Garage/Carport SQ': 5 47 7 2nd Floor SQ': 7 2' Deck/Covered Porch/Patio SQ': f t7 Fire Sprinkler: Yes rif, No 0 Lot Area SQ': / 7 1 t Is construction associated with an accessory dwelling unit? Yes El No,EI I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: (- k Owner 0(Agent 0(specify): • Signature: Date: 0„‘Ati_cs.„.„ 61.6„)..\_e_F.lage lfolf1.720/ IMPERVIOUS SURFACE AREA: Existing Impervious SQ': 0 New Impervious SQ': Ct —7 0 2_ Total Disturbed Land/Soil SQ': c,0 1,6) Total Proposed: Cut: 0 Fill: C° New hard surfaces(pervious &impervious) L( 1 r> 2,,- Land converted from native vegetation to lawn or Iandscaping SQ': t,::;/ 1.: }' r' Land converted from native vegetation to pasture SQ': 0 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: • Furnace: Gas#: j Elec#: Other#: 1... (...--- Gas Water Heater: #: j Location(s): 6 .,<,, 4, Heat Pump: Elec#: Other#: tf r., -- Air Conditioning: Elec#: Other#: ' era -1.- Boiler: Gas#: Elec#: Other#: BTUs: /9 Exhaust Fans: Bath#: Laundry#: . Other#: , L, Range Hood: #: 1,_.. Location(s): ;,{`: , Fireplace: Gas#: Elec#: Other:#: Location(s): L. ;8o e.pz &e; ,,,,F ..`a "(-_--- Clothes Dryer:/Duct: Gas#: i Elec#: I Other:#: Location(s): p- ; t,.i ;: :�;e.,, ` -vim' Stove/Range/Oven: Gas#: I Elec#: Other:#: Location(s): it;t,j it e el Range Hood: Location(s): 4,- I e i l e 01 Gas Outlet(s): #: "7 Location(s): Rea ', 1�1 it.- of 1 e,, fit„- 0.,0 e e.,r f"*a e .,Fete ,r �'� Other: #: Location(s): (.,,/, 4'„� €C.p ;9 e /' 't f�.-r l 7 e t e r. `TOTAL OUTLETS: /q PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): °3 t.„--‘frigerator water supply(for water/ice dispenser): _'r - Kitchen Sink: � . "essure Reduction Valve/Pressure Regulator: Utility Sink: 1 L/dater Service Line: Tub: ter Piping: / 5 f;k t u,`r s • I S` Hand Sink: 'fr Washer: a_ (..- / Shower: Water Heater: Tank-less? Yes ❑ No.b e.,. 4./ Dishwasher: .,j -ow Prevention Device: , f L...--/ Hose Bib: 1 1-- be r . TOTAL OUTLETS: 17 TOTAL'OUTLETS: .`."- Page 2 of 3 PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT ` " O RESIDENTIAL BUILDING PERMIT CHECKLIST Mailing Address:P.O. Box 547,Anacortes, WA 98221 "• .q `c' Office Location: 904 6`h Street, Anacortes WA 98821 "" "" Phone: (360) 293-1901, Fax: (360)293-1938 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: ea SUBMITTAL REQUIREMENTS: 4 0-. o' cl, ; 5' eo tatThe number indicates the number of copies .e b w Q o fp for submittal(if applicable). eo I ix- / Residential Building Permit Application 1 1 1 1 1 JV Site Plan (Drawn to Scale 2 2 0 2 2 Copy of Boundary Survey 1 1 i C/ Building Plans (Drawn to Scale) 2 2 2 2 2 V Reduced Site Plan(11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 2 2 1 V. Structural Calculations (if applicable) 2 2 2 2 2 'v Energy Code Compliance(shown on plans) if ✓ VComplete Stormwater Plan 2 2 0 2 °-- 13 Elements SWPPP Checklist 2 2 0 2 CZ Landscape Plan 2 2 2 GradingPlan/Cut/Fill /t'- / ^ 2 2 2 Critical Areas Report(if applicable) - 1 1 1 1 Geotechnical Report(if applicable) Ct fir ._ 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans,calculation,&reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The Stormwater Plan&Drainage Analysis shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). For details on the Complete Stormwater plan,please see the Residential Stormwater Application Checklist. Page 3 of 3 L ' - I - - - NOV 0 7 101/ HERRIGSTAD ENGINEERING PS CRY OF ANA( , Civil Engineer 4320 Whistle Lake Road Dale Herrigstad,P.E. Anacortes, WA 98221 (360) 299-8804 1600 Latitude Circle Felt Home Site DRAINAGE ANALYSIS November 2, 2017 Job # 2017-129 Prepared By: Dale K. Herrigstad P.E. VP 1rYBRRlrsr 4 ►4,0 wadi/N qQ frfe 27807 0 5 ecrs�� 1 - -6 tl f 1 S'ONAL E�`' Owner: H& F Investments LLC 10526 Chuckanut Drive Burlington WA 98233 The stormwater plan will be based on the requirements of the 2014 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 6 Minimum Requirement#3: Source Control of Pollution 6 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 6 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT C DOE BMP Figures ATTACHMENT D Soil amendment requirements PROJECT DESCRIPTION This project is to construct a 3,084 square foot home,patios and decks and 1,618 square foot driveway & sidewalk areas for a total of 4,702 square foot total impervious area on a 17,110 square foot lot at 1600 Latitude Circle. See ATTACHMENT A. EXISTING SITE CONDITIONS The 17,110 square foot or 0.39 acre site is pasture grass with blackberry bushes along the south boundary and no trees on site. The site slopes from the southeast to the northwest at 6%to 10%. The underlying restrictive soil layer was found on site at 18"to 26" in depth while a trench was open for utilities on October 5, 2017. The attached Web Soils surveys confirm that the restrictive layer will be found at a depth of 27" (68 cm) in Clallam Gravely Loam Soils that dominate this site. The Web Soils survey also indicates the water table will be found at this same depth 27" (69 cm). See ATTACHMENT B. 3 DOE Stormwater Management Manual Minimum requirements: According to the 2014 DOE manual figure I-2.4.1 Flow Chart: Does the site have 35% or more of existing impervious coverage—No Does the site add 5000 square feet of new impervious surfaces—No Does the site convert 3/4 acres or more of native vegetation to lawn—No Does the project have 2,000 square feet of new impervious surfaces—Yes Minimum requirements #1 through#5 apply to this project. (See flow chart in ATTACHMENT C) Minimum Requirement#1: Prepare a Stormwater Site Plan. Volume 1, Chapter 3 steps (page 3-1). Step 1. Collect and Analyze Information on Existing Conditions. The site slopes at an average of 5 to 10% to the northwest and the site is primarily pasture grass. A drainage system consisting of a 6"pvc storm pipe has been extended from Oakes Avenue to the northern center point of this site to convey storm water to the downstream drainage system. No other onsite drainage features exist. The site soils as discussed above are found to be shallow with a restrictive layer at 18" to 26" below the surface with a perched water table of the same. Step 2. Prepare a Preliminary Development Layout. During construction approximately 11,000 square feet will be disturbed. A proposed layout is attached as ATTACHMENT A. Step 3.Perform an offsite analysis: The downstream drainage system is conveyed to a 12" drainage system on the South side of Oakes Avenue and flows west 300 feet before discharging to an open drainage ditch. After 66 feet of open ditch the drainage system is a closed system for 2,254 feet to the Guemes Channel. The developer also owns the adjoining property to the north. Offsite water sheets on to this site from homes in the Clearidge development to the south. Neighbors around this property have expressed concern about the sheet flow that they have experienced coming onto their properties. Step 4.Determine and Read Applicable Minimum Requirements. Threshold requirements: See DOE flow chart 2.4.1 in ATTACHMENT C. The total new impervious area is under 5,000 square feet at 4,702 square feet. Minimum requirements 1 through 5 are required. Step 5.Prepare a Permanent Stormwater Control Plan A storm water plan is provided in the developed site plan in Attachment A. LID options will be addressed in Minimum Requirements#5 below. Step 6. Prepare a Construction Stormwater Pollution Prevention Plan. See minimum requirement#2 below for SWPPP. Step 7. Complete a Stormwater Site Plan: The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. Offsite analysis is provided in section step 3 above. Step 8. Check compliance with all applicable minimum requirements: To take place during review and during and after construction. 4 Minimum Requirement #2: Construction Stormwater Pollution Prevention(SWPP) This project must meet the 12 elements of a SWPP because the site exceeds the threshold of 2,000 square feet of new impervious surfacing. 1. Preserve Vegetation/Mark Clearing limits: The site perimeter will be clearly defined with High Visibility construction fencing BMP C103 along the north boundary. Wood fences border all other sides. The vegetation along the south boundary will not be disturbed during construction. 2. Establish Construction Access: A construction entrance BMP C105 will be installed at the driveway entrance from the adjoining common access road and constructed to the DOE Figure II.4.1.1. See ATTACHMENT B.Locations noted on ECS plan. Provide sediment removal from the street(e.g., shoveling, sweeping, pickup) when ever sediment is tracked off site. 3. Control Flow Rates: A sediment trap BMP C240 may be needed prior to discharging site water to the downstream system. See ATTACHMENT B. 4. Install Sediment controls: In addition to silt fencing BMP C233 (DOE Figure II- 4.2.12)additional controls may be required for sediment control. Silt fencing will be provided on the north side of the disturbed site as practical due to rock. See ATTACHMENT B. 5. Stabilized Soils: Disturbed soils shall be stabilized within two days during the wet season(Oct. 1- April 30)or seven days in the dry season(May 1-Sept 30) with seeding, mulching, plastic covering or hydro seeding. Install crushed rock surfaces as soon as final grades are achieved. Also to be noted in erosion control notes on ECS plans. 6. Protect Slopes: The sites slopes are steep and disturbed soils shall be protected with the following suggested BMPs. a. BMP C120: Temporary and permanent Seeding b. BMP C121: Mulching c. BMP C122: Nets and Blankets d. BMP C123: Plastic Covering e. BMP C124: Sodding f. BMP C205: Subsurface Drains 7. Protect Drain Inlets: Catch basin insert filters shall be installed in catch basins in Oakes Avenue North of this site and are already in place in Latitude Circle. S. Stabilize Channels and Outlets: There are no channels or outlets on this site. 9. Control Pollutants: All pollutants including waste material and demolition debris will be contained and disposed of off site. Chemicals, liquid products and petroleum products will be kept is locked, covered and secure locations. The contractor shall have a spill containment plan for inadvertent equipment failures with appropriate absorption towels on site at all times. 10. Control De-Watering: If dewatering the foundation is required it should be discharged to a sediment bag or allowed to settle out before discharging to the downstream system. Clean, non-turbid dewatering water may be discharged to downstream drainage system. 5 11. Maintain BMPs: All temporary and permanent Erosion and Sediment Control (ESC)BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume II of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally,protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction,the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. 12. Manage the Project: The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the Construction Stormwater General Permit (CSWGP). Sampling locations are indicated on the Site Map. Sampling station(s)are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. This site is less than 1 acre in size and will not require a CSWGP permit from the department of Ecology. 13. Protect Low Impact Development BMPs: Due to the infeasible infiltration potential of this site, Low impact BMPs will not be utilized. 6 Minimum Requirement #3: Source Control of Pollution During construction the site will be open and subject to erosion. BMP's as described in the erosion control plan must be constructed at the source to limit erosion and sediment laden runoff. The most common erosion source is exposed soils to rain, especially on steep slopes. Covering the slopes as discussed in the SWPPP shall be implemented. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls This site naturally drains to the northwest and onto neighboring property with homes abutting Allen Court. These neighbors have identified seeing large flows onto there properties and would like it to stop. A curtain drain is proposed along the west side of the property to intercept surface water and carry it to the new drainage system. Al drainage does naturally flow to Oakes Avenue and will not be changed. Minimum Requirement#5: On-site Stormwater Management As indicated above the impervious soil layer lies 18"to 26" below grade. The perched water table lies about the same depth. See ATTACHMENT A. BMP T5.13: Post-Construction Soil Quality and Depth, Lawn and landscaping areas: All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in ATTACHMENT D. LIST#1 because the site triggered Minimum requirements#1 through#5 . 1. BMP T5.30: Full Dispersion—Not feasible do to no native vegetation on this property. BMP T5.10A: Downspout full infiltration—Not feasible due to shallow restrictive soil at 18" to 26" below grade a water table of the same. No separation from the bottom of the infiltration trench to the restrictive layer. 2. BMP T5.14A: Rain Gardens or BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Not feasible due to shallow restrictive soil at 18"to 26" below grade a water table of the same. No separation from the bottom of the trench to the restrictive layer. 3. BMP T5.10B: Downspout Dispersion Systems —Not feasible due to shallow restrictive soil at 18"to 26" below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer. 4. BMP T5.10C: Perforated Stub Out Connections—Not feasible due to shallow restrictive soil at 18"to 26" below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer OTHER HARD SURFACES (driveways and patios) 1. BMP T5.30: Full Dispersion—No native vegetation on site. 2. BMP T5.15: Permeable Pavements—Not feasible due to shallow restrictive soil at 18"to 26" below grade a water table of the same. Can not maintain 12"of separation from the bottom of the drain rock to the restrictive layer. BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Not feasible due to shallow restrictive soil at 18" to 26" below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer. 7 3. BMP T5.12: Sheet Flow Dispersion—Not enough separation from the road surface edge to the property line, only 3 to 4 feet. BMP T5.11: Concentrated Flow Dispersion—Not enough separation from the road surface edge to the property line, only 3 to 4 feet. Due to the restricted shallow layer all storm water will be collected and conveyed to the down stream system in the existing conveyance storm system. i' \ \ \ ` f I DURING CONSTRUCTION,THE RUNOFF WILL Revisions/1 { BE CONTROLLED WRH SILT FENCES AND l \ \ +�W I SHALLOW SWALES 10 PROTECT THE \ 11 \\ \ jj�� ; o + t ADJACENT AND DOWNSTREAM PROPERTIES. \ ` �V� It; 1 } } VERITY IDEATION RNEARESJ ANY OR METHODS WIILL BE USED AS NEED OF THE rou.owiNG ED CATCH p SEXISTING FIRE HYDRANT BASIN INSERJS, STRAW WADIES. oNERStON Q3�C >> '� �+ 1.-.76.' PALS.COVERING EXPOSED SOIL WITH \ \ AE -";\ \ L ✓ V �/ SIRE AND DITCHES WILL Bf CLEANED if a DAILY 0 SION RUNOFF,1F ANY. \ P PRE 10 BEARING ANGLES UNKNOWN_f92.16' /" / / //}�� ~O o \ -)6 4CS? W °:ti a'.� . ,Suit S G\ / .)\. t../,./ 0 �9 / ' J :7. • / / NAOLLTE. N tj5 / /' UTIMES UNDERGROUND. /y 00 i"� `'t''' ;� VERIFY LOCATIONS OF EACH. t3MP CSOS CONSTRUCTION REWIRED ROCK/GRAVEL 6\ a ttV ✓ ✓ . . �• ENTRANCE AS BASCONSTRE UNDER THE E ASSUMED EDGE OF ,+M c; \ ; ANC/OR WALKS/S\ \ \ CONDUR UNDER DRIVEWAYS CONCRETE DRA�EIY `� S i ^• tY •,, , FIGURE II-4.1.1 PROPOSED DRIVEWAY PAVEMENT LOCATION n ,.� f 'p4t , .>/ %t \ (VERIFY) y 2A y " ! ••w ' (( 20'SHARED DRNEWAY MD UHUTY EASEMENT \ �i A, ty iiii /'-' '' '‘. ' <4 \ <....... -- tip 8T4P C233 •t'• • • i /,ti +Y �O4 ` SILT FENCE • 'I' I I — — `\ S \•' � -- ODE FIGURE II-9.2.12 /• '� BEARING ANGLES UNKNOWN t�O.W' s[ +\.1 fro / *, 1• �� 1 1 — ` o R' �. �o F �� /' PROJECT INFORMATION '— • II TEMPORARY SOIL \------ �' I I STOCKPILE AREA ' \ / I I t W\ / PROJECT INFO: This project consists of a new wood-frame, $ �/ \ { t�FGK •' r �G) I two-story,single-family residence with crawl ` _ J space,attached private garage,and front porch. \, \\ �� "� � `\� �'.: Gorx i \ - ' 3 I OWNER: H&F Investments LLC -44 \ ...• . 10526`'����'� r qti p /; , W Burlington, WA t98233e • tER � '� /! !+ ' "' CONTRACTOR: H&F Investments LLC 10526 Chuckanut Drive ` �'� �� �'~ w` / \ I Burlington, WA 98233 !r ::\•:; 17 tds.0. r,:= ,t i` J I/ 0` eYE `— ..a`` : ti, I g PROJECT ADDRESS: TBD `` \ \ ; / 1J t 4 \ t 15'-10• 1.74 Anacortes, WA 98221 1; / J � \ ; + / , t tt LEGAL DESCRIPTION: Baring's Add to ANA, Lots 7 to 11, $LK \ o \'i rT \ ,t r g 1908, TWG SLY I/2 VAC 4T HST W l ,- , /N ,} f + / + + S ADJ ORD#1726 \ \ 1' 3 w + UA . '�i yo. / �+% ::``• �� PARCEL 11: P 56573 ASSESSOR'S #: 3774-908-011-0009 \ \ \ ka / t j'r• 1 �+ / ( CODES: 2015 International Residential Code(IRC) -6„ \ .' ,B�p BUILDING HEIGHT: Two-Story (t 25'40") I See front elevation on sheet#2. In �s I LOT SIZE/COVERAGE: ±17,110 sf Lot n o ± 2,596 sf Building Footprint = 15.2%of Lot . B14P c1D3 IMPERVIOUS AREA: Roof Outline (plan view) 2,786 sf co HIGH VISIBILITY FENCE I Remaining Front Deck Remaining Rear Patio 198 sf AT CLEARING LIMIT I\ iiik2d-p 100 sf ((( I Remaining Driveway/Walk on Lot - J,63 8 sf ? tO Total Impervious = 4,702 sf L — — - — - _ —\VP DRAWING SHEET INDEX 3 SHEET # DRAWING DESCRIPTION Z e I SITE PLAN tr, O °• IS �/►',1 $5�• N I PROJECT INFORMATION > P v IdSQUARE FOOTAGE INDEX 2 LANDSCAPING PLAN o �� SITE SECTION \ ....- V� AREA DESCRIPTION AREA Z / - LIVING AREA (1ST FIR) 1699 SF 3 ELEVATIONS (FRONT, LEFT)tj1/4 — / LMNG AREA (2ND FIR), INCLUDES STAIR 1178 Sr t^ ,,� ) 4 ELEVATIONS (REAR, RIGHT) t1 W / \' TOTAL LIVING AREA = 2877 SF 5 FOUNDATION PLAN ti 0 / ow cn� ter' S lae�dd GARAGE AND MECHANICAL 597 SF 6 FLOOR FRAMING PLAN (l 1ST FLR) '�/ Lit) WALL FRAMING PLAN (1ST FLR) Drawn lay: r SCHEDULES (DOORS AND WINDOWS) JMC FRONT PORCH 60 SF - 8 FLOOR FRAMING PLAN (2ND FLR) Oc` ROOF FRAMING PLAN (LOWER ROOF) October 7,2017 FRONT DECK, UNCOVERED PORTION 240 SF srxIC: - ' -REAR PATIO 207 SF 9 WALL FRAMING PLAN (2ND FIJI) I"=10'-0" u.n.o. SITE PLANsnug: 4 to o s to 10 ROOF FRAMING PLAN (UPPER ROOF) �� 1! I I BUILDING CROSS-SECTION(s) scale:r=to o' TYPICAL WALL SECTION AirAalARENT oI_Sheeis I b Depth to Any Soil Restrictive Layer—Skagit County Area, Washington F. eres 47 Ti 524810 524820 524830 524840 524850 524E60 524870 524883 48° 30' 11" N 48° 30' 11" N I 11i:u • 1 } ' ( �� it. ,itt' ' P r y N, pr1 .,nm �c1 �r< f ( .,, I 1 ` f Iv 1 tl I i' SF�CLZ1h„ - � ,- °Gt 1' .' I i1 1\l PON '� 5 '�r 4 L . 1 ; I :tl.;\ 10 dp � tAL f s,11 I It i. - 1 p r tY _ (' �I Ip`' ' 1 f 1 l 1 Sl t I 1 'lt y t I•.l ' I I , . {ki , % C 11 , , to J : x1 r �•, -7?AI;it . . ' It f ' 1 �..r - I J_ 1 r - 1 - \ \ 1[r Q IL.. l .. / I ir • Itiq - ' I f,• I rM a ! I a J - �0. - - 1 J ' 1 , es I .sr.a 7 2 , , •: 1 rl14 i T. _ .7- . ',.`--11 1 1 1 O A ' 0 1 N_ G�as9 o 2 \ . t ,. - - - r1" y 1 , .. - i ? c - " - N seal MEDD fEf11537 (not:[ dada a4Ong ogalle. -: .._. . 48° 30' 8"N 48° 30' 8' N 524810 524820 524830 524840 524850 524860 524870 524880 3 3 b Map Scale: 1:501 if printed on A portrait (8.5" x 11" a ) sheet. a, in Meters o N 0 5 10 20 30 A 20 40 80 120 et Map projection: Web Merrator corner oDordinates: WGS84 Edge tics: UTM Zone 10N WGS84 ATTACHMENT B USDA Natural Resources Web p Soil Survey O 11 /2/2017 doom Conservation Service National Cooperative Soil Survey Page 1 of 3 Depth to Any Soil Restrictive Layer—Skagit County Area,Washington Depth to Any Soil Restrictive Layer y`,.L�,1.'.H:x �5s��;.�-. 1 rl�^.} t�i}i 1, .�q?l'"F'Ft a`t s? !��1�%'+v°.�k Y�tYt.f $ l�?`51 d) ,F L 5 � a�4 .'1 �'� -II v 5s4' '���' '��wp� i�5 ap+unilymbol` t l-, t MI'k n mer Rating{cents eters)' `Acres m AOtt k >l ewfk �cent,of A01} H 25 Catla gravelly fine sandy 43 0.0 8.8% loam,0 to 8 percent slopes 30 Clallam gravelly loam,8 68 27„ 0.5 91.2% to 15 percent slopes Totals for Area of Interest 0.5 100.0% Description A"restrictive layer" is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers,and frozen layers. This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type, the depth to the shallowest one is presented. If no restrictive layer is described in a map unit, it is represented by the"> 200"depth class. This attribute is actually recorded as three separate values in the database.A low value and a high value indicate the range of this attribute for the soil component.A"representative"value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure:centimeters Aggregation Method: Dominant Component Component Percent Cutoff. None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No 2 OF 3 USDA Natural Resources Web Soil Survey 11/2/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 ATTACHMENT B Depth to Water Table—Skagit County Area,Washington Depth to Water Table kx5.�`•."ti, #.n'}v.t'^,�I. �_�-;��.;���id^Tf�vdt. 5'-�•,:,�C;wx�rjr�G'�.ac., ,�'>Et',1. t�9.a_it�....T�#,i R�i�'i,.ik�'$vSz +�7.??'iCtj6..:�J�-�$7.� P�-$�. r:'T1:k� � �,:;ts roy r �,s��; �':•�'n �i k a t � l�t�:�,��Y �"^�s 4.3�-ffi;� 4t���PerCOt�`Of�AOt � -Fyr #.Map unit symbol.�y� aii4r:.rnrf name. Ra i g(centimeters) P Acres toyA011a 40 A , e,.-, c..•r...rP, ...s � ?_'rf icaiAC'v.-,i,•F r kl,. ..3,, -.r.,kk ,tmk :.,t!: 25 Catla gravelly fine sandy 31 0.0 8.8% loam,0 to 8 percent slopes 30 Clallam gravelly loam,8 69 2 7„ 0.5 91.2% to 15 percent slopes Totals for Area of Interest 0.5 100.0% Description "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil.A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database.A low value and a high value indicate the range of this attribute for the soil component.A"representative"value-indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure:centimeters Aggregation Method:Dominant Component Component Percent Cutoff.None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month:January Ending Month: December 3 OF 3 USD Natural Resources Web Soil Survey 11/2/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 ATTACHMENT B INgure [I-2461 FteKni ChArf, for sleterMining Rk,--big,[iiiirernecrot:$ fo:47 Mew Devellopraerrit . .. ._.. . . . _ _ . _ . Start HLere, I ;•,,,x0A*61 • —.. _ ._:.-.. • , Does the 00.17096-3,594 • '. , Yes See Redevelopment Jvlinitnten or more of existing ''.::„'i---- ----':•••-- =:.: : -—,•- •--'. 0 Requirements and How Chart : impervious:ooverage? I •,. (figgre I-2---.4.4, . • , • . r.t r ' , , •. I ..: .7. ' . . . ... . • .. ' . 1749-., •,.... . . . .. . 1.. 1 Diti.os the:project ccinv611'3/4 . . acres or more of vegetation--to , ,-,--t-..• .'. Does the gored resOtt IR :1;.:Ii.--,41. laWtiiie landscaped•areaSi:or .-.. , . - .-,- • 000 glP.O.t-0.100.F.-Or ,4,,No.s.if;.,, , coed 2.15 acres or more of : . i . • ' ; greater of new plus ..' ..,;:i----t--,,-:,.!.1:' native vegetation fo-:pA$fqre? , .,..:.- •: replaced hard Atiffke •.-.,:.=-.,-•'%;':,.:y..,-,,.,-,oa...0404Ty.detorma. . . .• •4' - - . No . .7 ''' -:01100400014: - , • . . •' '' -,$6. , 0,41$14a1.,:?•':1":,.'''.=, ".,•'''''-::' 'N' :, . es . . .. .,., t. Does the proleOt'rescilt in:Z.-0V9' I • . square feet, or gr oato.kr.Of new plus. - ( _ All MinimumliKtitiebititits . ,. , replaced hard'aurfabe area? i - .... . . apply to the new ON feplAtte,-4. 00.0* :-.ftr,ieregm4w5,..2,isiki ottiotokto,i00/P00;--' hard surfaces ancf eonyeitodl 1,, . . ..... Vrogi4taisdff Wir.#0.. if, Yes:. N:0 •. • . , • i ..•....., .,.„ : . .. . • •• .• . • ' .. Doe the project fl.P.O..1.40 filirliatunt,Requ'irements 41 i!., : disturbing ectivitle:s,,of 1,00_0 i 0:#410$;::#,Pi-.414:14(f to the new 1 ,• yes sctUar.6 feet or amid? and replaest hard surfaces : 1 wriiifitie land disturbed. '' No . .._ . . 4?.. , ... • . .. ., 4MIVANWtd4a1V'• . . . .... . . ... .,.,..,,..„_.:_....:___„, Miliiilittefi RUfrément#2 appitasi. . _ ... . .... : • -• - - - ''"• • . . .. . _... ___ Figure I-2 4 1_ .........,. . _. . . .. Fl • . ---.4.:---- .•-• liE • -- • • • ow °hart .for Determining Requirements for .i.; . New Development D'ERkli iivi.EN I -0iF RovjOeclAtme,201 E.00-LOGY - • . ' . ....-- . , _ ....... . . .. .. ............. Please teo•--hfOl/Www:eoryva.govioopyrigfif.tgroflor:copyrigtit notice including pert[ssiona; State of Wag:hiii:gfOri lifilletiOctet 44Willy, titIO•di .O.Ialfiter.. ... . 2014'-:$tOrrnwater gan.agementklanual for Western Washington Vbiturne.I- Chapter 2 - Page 37 ATTACIrlivIPICT C Figure 11-4.2.12 Silt Fence Joints in filter fabric shall be spliced at posts. Use staples,wire rings or equivalent to attach fabric to posts 2"x2"by 14 Ga.wire or equivalent, if standard strength fabric used H •.••• • • •• •• •••.••♦• ••• • ••• • •••••a0oow■a■o■■■ ■ O•••♦♦0 • . 0 �♦•♦• ■ ►•♦♦• • •• •Oi♦i♦i• • ■ �Oi♦i i♦♦•;• • 0 .._ ■1�4 • •4isit♦ • • • • • • • • • 4••♦�♦• ■■•-.!•.••❖❖•••♦♦♦♦,• • •4•♦,♦•••4.••6••• V•�� :: /i/. ./1 / / / / \ /\/\ .7.7—r r _,\ • Minimum I I 6' max lI j 4"x4"trench I I I u Post spacing may be increased 2"x2"wood posts, steel to 8'if wire backing is used fence posts, or equivalent 2"x2"by 14 Ga. wire or equivalent, if standard strength fabric used it \\ 11 j ,i\/ ii \ Filter fabric wi /// :1 \�\� ••i 2'min Bil \A%j\ \ :El i El im II Backfill trench with ///\ NI native soil or%"- , =! ■. 1.5"washed gravel '`''Et \//12"m n j\/\\/\\\/•\ Minimum Kw\\\\\\�\/ 4"x4"trench �' 2"x2"wood posts, steel fence posts, or equivalent NOT TO SCALE illhi` Figure 11-4.2. 12 ullti Silt Fence DEPARTMENT OF Revised October 2014 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 1 OF 2 Volume II - Chapter 4 - Page 369 ATTACHMENT D • Figure 11-4.1.1 Stabilized Construction Entrance BMP C105 NOT TO SCALE 000. L L �',t'11•,IiI' :.w //'�/ 4„,C ,I ,II‘,I� 100'min. Install driveway culvert if there is a � �": `: ': : : . �• 1• i� 1� I� I• roadside ditchpresent •��'�'�' '�'�' 4"_8"quarry spells : IA Y • lI ,IZ,I ,I ,1�. Geotextile r. -.Y=iY.Y.Y Notes: } 15'min. 1. Driveway shall meet 12"minimum thickness J the requirements of the permitting agency. 2. It is recommended that Provide full width the entrance be of ingress/egress crowned so that runoff area drains off the pad. • Figure 11-4.1 .1 6/11 Stabilized Construction Entrance DEPARTMENT OF Revised June2015 ECOLOGY Please see htp://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 2 OF 2 Volume II- Chapter 4 -Page 273 ATTACHMENT D ATTACHMENT E 4 PAGES BMP T5 13 Post-Constru©th Dui S Quality and Depth Purpose and Definition Naturally occurring (undisturbed) soil and vegetation provide important stormwater func- tions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water interflow storage and transmission; and pollutant decom- position. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post devel- opment landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chem- icals, thus reducing pollution through prevention. Applieati•FPS and Limitations Establishing a minimum soil quality and depth is not the same as preservation of nat- urally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, com- posted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines ▪ Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. ® Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 2014 Stormwater Management Manual for Western Washington 1 OF 4 Volume V- Chapter 5- Page 911 ATTACHMENT E to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959),with the excep- tion that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default"pre-approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. 2014 Stormwater Management Manual for Western Washington 2 OF 4 Volume V- Chapter 5 - Page 912 ATTACHMENT E More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not com- pacted, does not need to be amended. Planning/Permitting/Inspection/Verification Guidelines 8> Prr0 cedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.org/pdf/Soil BMP Manual.pdf Maintenance • Establish soil quality and depth toward the end of construction and once estab- lished, protect from compaction, such as from large machinery use, and from erosion. • Plant vegetation and mulch the amended soil area after installation. • Leave plant debris or its equivalent on the soil surface to replenish organic matter. ▪ Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Con- struction Soil Quality and Depth is used as part of a dispersion design under the con- ditions described in: • BMP T5.10B: Downspout Dispersion Systems (p.905) • BMP T5.11: Concentrated Flow Dispersion (p.905) • BMP T5.12: Sheet Flow Dispersion (p.908) • BMP T5.18: Reverse Slope Sidewalks (p.937) • BMP T5.30: Full Dispersion (p.939) (for public road projects) 3 OF 4 2014 Stormwater Management Manual for Western Washington Volume V- Chapter 5-Page 913 ATTACHMENT E • l�oc; �rarrc V= o3 Harnbnrroo] be CVOSS-SeC R'OR .....,,c,,,,1 f.,11i) crs . ..ii_, ,....,.. vtr..... _,,I,,4'.1 ''' • . SS dK'' :i0 • •- th?.. M.a ;•ai Y� , ,,k U4T M VA' r .r. j � 7 r�^ f it ste, 46. tMUlch 4 �� a ^1 1 IxS J it _:i t ' ;i '`. it J 1 { v,_ r p ✓p 5 1� , i"' 7'�s Loose soil with s 7e •'1- x. ', r ,, ' ' visible dark - t < organic matter _ ,� " � '�< � ,�,,;'� < '�; �� s } " c. t s a}4f ¢ �j''1 rt1. 0 • �g.J l i 4 _:1 < F ; w• i • PY•Y ''P l ,L1-''y F�� �. "'- �? •`'1 r 5v. ,i� . ','' 1 : j'6; - N— . ?' z _.• r S74. e, -„-9 q; -v";i: Jf e Sa�9`42 -i-a: ! t J`4 ./�, f"X �13� Z � �i"t"a '8 . 7� ti 1 n � h 57 �l�. ¢ . a•�bt 7 f}� i � +fi��'�P , i by 2J 4� Y� 't .�� � - J '¢fi JS r A n 3 t♦ ;erI 'iiN% . s . ` � rs�..�!? �o d�t�.72, •, f. �� A���0'4?•"?{5 he: ''f*. Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington, 2010, Washington Organic Recycling Council NOT TO SCALE illbeWM Figure V— a3e3 ulMiiiii Planting Bed Cross=Section DEPARTMENT OF Revised January 2016 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington ton F Volume V - Chapter 5 m Page 914 ATTACHMENT F Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 ta,rrirtae&cfe crlmmitoe//i /A,Xaa f eiht.eat.low cye/eoryeyfetew My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 3 Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, November 29, 2017 9:24 AM To: Fyrrce,Groc; Ingalls, Paul Subject: BLD-2017-0578, 1600 Latitude Circle 11-29-17 RE:BLD-2017-0578,1600 Latitude Circle Groc, I have reviewed the building permit application to construct a residence at 1600 Latitude Circle.The following revisions are requested. 1. A copy of a survey of the subject property is required confirming lot corners and dimensions. 2. On your survey, please identify all existing (i.e., access) and proposed easements plus any vacated right-of-ways along with the respective recording numbers. 3. On your site plan, please show topographical contours at 5 foot increments. 4. On your elevations,please show the average original grade and how you are achieving the maximum permitted height of 35' feet above this as allowed in the R2 Zoning District. 5. One tree is required per 1,000 square feet of lot area.According to Assessor's records,the subject property is 0.43 acres or 18,730 square feet. Your survey will confirm your exact lot area. If the property is 18,730 square feet, nineteen (19)trees are required to be planted onsite. If existing trees are to be retained onsite, please show their location and numbers of trees on the landscape plan. Proposed trees also need to be identified as to their location on the site plan and specie/common name listed. 6. Please indicate on surveyed site plan the driveway access length,width,and slope(s) along with details on turnaround by garage Kevin Cricchio, AICP, WPIT [Associate Planner Planning, Community &Economic Development Dept. City of Anacortes I P.O. Box 547 J 904 6th Street I Anacortes, WA 98221 360.293.1937 (work)I kevinc@citvofanacortes.org www.cityofanacortes.orct My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 0 P5'\ c\n(, 1- 5 c r � , �` � \ ..yam. E BUILDING PERMIT APPLICATION REVIE \' — -0 5� , DATE: \\ —an a PERMIT#: f1W*'G��ZO�/W`G1 SITE ADDRESS: ` 1 (. �4 1A4f./ 0 I(0Q, PARCEL#:lT(/VV J 145()3) SURVEYED SITE PLAN: ❑yes 4 no • Does site plan&dimensions match survey ❑yes ❑no ZONING DISTRICT: (\, ..2_,, • Is the land use permitted in zone yes ❑no CRITICAL AREAS: • Is any critical areas located either on the subject property or within 300 feet ❑yes V/no SHORELINEJURISDICTTI N: ' • ❑yes no + } I • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment ❑yes ❑no , IMPERVIOUS SURFACE MAXIMUM: n 1 il NI MINIMUM SETBACKS: c..,,a MINIMUM LANDSCAPING: MINIMUM#OF TREES: I Or I ,1/413 I0---^ ':-.* NI �� MAX LOT COVERAGE: 1Se- \ S\A(\O>) , MAX PERMITTED HEIGHT: (v'�(� OFF-STREET PARKING: 1 I I�j t vN\c-( e ue c R / QC k-D) c)-C-1 S-I\6_e_ / EASEMENTS: Print Window Page 1 of 1 Details for Parcel: P56573 dJ Jurisdiction: ANACORTES Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents Excise Affidavits W�,. Documents scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P56573 3774-908-011-0009 SE 22 35 01 Owner information Site Address(es) Map Links FELT CHRISTOPHER P Open in iMap FELT CHERYL A Assessor's Parcel Map: 16839 KAMB ROAD PDF I DWF MOUNT VERNON, WA 98273 Current Legal Description Abbreviation Definitions BARING'S ADD TO ANA. LTS 7 TO 11 BLK 1908 TGW SLY 1/2 VAC 4T HST W ADJ ORD#1726 2017 Values for 2018 Taxes* Sale Information 2018 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2018 Taxes will be available after 2/15/2018 Land Market Value +$70,300.00 Sale Date 2015-06-05 Total Market Value $70,300.00 Sale Price $257,500.00 Use the Taxes link above for 2017 taxes Assessed Value $70,300.00 Taxable Value $70,300.00 * Effective date of value is January 1 of the assessment year(2017) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (20ASKY)ANACORTES SKYLINE RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities Acres 0.43 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. *Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. https://www.skagitcounty.net/Search/Property/ 11/29/2017 ' / 161b ` 4400 ' 1 „h. :iigH ...--ii 1608 ` 4317 ` 1611 4405 i 1606 t 1605 / 4'407 i' 4rn UT W 0 1604 _ 1603 illiHdi' 4319 g! ``' �„ 1519 • 1602 1 .i \ _ .___ . 1515 tt, 1,i. 1419.r.- 4403 1520 \` 1518 1516 1514'' 153 1 \ 1511 • R2 , 4501 1 1507 / -----Y 4302 4304 ' 4300 WHIDBEY CT 4303 4215 4217 4211 4209 4301 \fq G\-NSGC 4216 4218 - 4214 4303 -— ill ----\\ 4305 4302 ,I1 JAN26 2018 \ \ - 5s 2N 1 9 _ �\ I PLAT r— 1 �,59' 4otin T f �\ \\ OF 48 NORTH r r la°?. 1\ \\ 1 \\ \„ AF #201705020028 I ' •c v \ ('� \\ \\ \\ nr, rn En �a P13 69� C 1 V- NERR En �' y \ CHRISTOPHER & CHERYL FELT oe wAsh..,-gp \ 0 \ o r J 40 .O \ ( \ \ t 4,27807 7807 p \ GAF \ ,< \\ (-- #�0p320000 27807ND LS 4 AGE,-. NI %AR, PRIVATE 20' SHARED ACCESS & 70°26'59' W S �0 Z. 59 _ UTILITY ESMT AF 201702240096 1.74' \ 0 GAO .RQB 9569 1-"- 0 \\ \ 3 _ '" 11 QR o�5) 0 17 -\l \\ op \\ P133675 16 3 P133674 2L 1� i \\\ o \ P RCR \\ 1/16TH CORNER \ rn CX\R\�R,(l.FEL \ CAP 0 5 END 0 REASTT C ti1,a+SF \ OF LINE A .- ' \ 11 \ fig\ - - , 0 -- \i f \ \9' ,__\ S 0`46'54' W \ i 20,04' \\ 41' z19 5 > GRAPHIC SCALE L \ P-& �p'2�' J� 20 0 20 40 80 \ ENS p,5 S- S" 1 .. - 1 II 1 \ GPP-r"'- ,,,-*.z I ( IN FEET ) \ 1 inch =40 ft. HERRIGSTAD ENGINEERING & SURVEYING Boundary Survey 4320 WHISTLE LAKE ROAD 1600 Latitude Circle, Anacortes ANACORTES, WA 98221 299-8804 Completed January 11, 2018 EON 6 JAN 18 2018 CITY OF 14MACfR I"F' Y Planning, Community, & Economic Development Department l ,G PO Box 547, Anacortes, WA 98221 t P:1,11 �� P H: 360.299.1984 • 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt,clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg. 236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. N �` Chris&Cheryl , Owner Name: ry Felt � c�irr,C�� /! Site Address: 1600 Latitude Circle,ANACORTES,WA 98221 Prepared By:Dale K.Herrigstad P.E. The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for D These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq. ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑� Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑r Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. A high visibility(BMP C103)construction fence or silt fence(BMP C233)will be installed at the North,lot boundary. High visibility fencing will be used to preserve undisturbed vegetation south of the proposed house. This will be installed prior to beginning construction. BMP to be monitored daily and repaired as needed. Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access I] Limit construction vehicle access and exit to one route, if possible. l Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. p If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. ❑✓ Conduct street washing only after sediment is removed in accordance with the above bullet. O Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Per BMP C105 a Stabilized Construction Entrance will be installed.Vehicle traffic to the construction site will be limited to one route. Any dirt or mud that is tracked onto the roadway will be clean immediately. To be installed prior to construction. BMP to be monitored daily and repaired as needed. ELEMENT 3: Control Flow Rates ✓❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. O Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. All storm water will discharge to the downstream drainage system due to infeasibility of BMPs from List#1. ELEMENT 4: Install Sediment Controls p Design, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. El Construct sediment control BMPs(sediment ponds,traps,filters, etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. ❑✓ Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. El Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ElLocate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. p Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. El Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Per BMP C233 a silt fence will be installed on the north and west lot boundaries per the site plan. To be installed prior to the start of construction. BMP to be monitored daily and repaired as needed. ELEMENT 5: Stabilize Soils El Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved, and dust control. ® Control stormwater volume and velocity within the site to minimize soil erosion. p Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. El Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1—Sept 30):7 days o During the wet season (Oct 1—Apr 30): 2 days El Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑� Stabilize soil stockpiles from erosion, protect with sediment trapping measures,and where possible, be located away from storm drain inlets,waterways,and drainage channels. O Minimize the amount of soil exposed during construction activity. ❑✓ Minimize the disturbance of steep slopes. El Minimize soil compaction and, unless infeasible, preserve topsoil. Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding,mulching,plastic covering,erosion control fabrics and matting, soil application of polyacrylamide(PAM),the early application of gravel base early on areas to be paved, and dust control. Install plastic covering per BMP C123 on Soils Stockpiles.BMP to be monitored daily and repaired as needed. ELEMENT 6: Protect Slopes CI Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex:track walking). Page 3 of 8 March, 2017 El Divert off-site stormwater (run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ill At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. Li Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ID Place check dams at regular intervals within constructed channels that are cut down a slope. El Consider soil types and its potential for erosion. 0 Stabilize soils on slopes, as specified in Element 5. El BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example, track walking). To be installed as soon as grading for home site is established and slopes are present at the site. BMP to be monitored daily and repaired as needed. DOE BMP C120 Temporary and permanenet seeding or C121 Mulching or C122 Nets and blankets ELEMENT 7: Protect Drain Inlets ✓❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. Ill Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). O Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. O Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. O Inlets should be inspected weekly at a minimum and daily during storm events. Per detail 1-40.20-00 Storm Drain Inlet protection devices will be installed at existing catch basins in the immediate vicinity of the project. To be installed prior to the start of any construction. BMP to be monitored daily and repaired as needed. Page 4 of 8 March, 2017 ELEMENT 8: Stabilize Channels and Outlets ❑ Design,construct,and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑✓ Provide stabilization, including armoring material,adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. No stormwater runoff will be conveyed off site via channels,swales,or streams. If channels are use they shall be stabilized by use of DOE BMP C202 and Figure 4.1.3. ELEMENT 9: Control Pollutants p Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. I]✓ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. p Provide cover,containment,and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑✓ Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ID Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,with local sewer district approval.Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. p Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑✓ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to: bulk cement,cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing,exposed aggregate processes,dewatering concrete vaults, concrete pumping, and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March, 2017 ✓❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets,or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑p Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑r Woody debris may be chopped and spread on site. ❑✓ Conduct oil changes, hydraulic system drain down,solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ElClean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. Per BMP C154 a Concrete Washout Area is to be installed onsite to capture contaminated water from concrete washouts. To be installed prior to foundation 1 concrete installation. BMP to be monitored daily and repaired as needed. Chemicals,liquid products and petroleum products will be kept is locked,covered and in secure locations. ELEMENT 10: Control De-Watering ElDischarge foundation,vault,and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. p Discharge clean, non-turbid de-watering water,such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example,a creek running through a site. ▪ Handle highly turbid or contaminated dewatering water separately from stormwater. ElOther treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle,such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clamshell digging,concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. p Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March, 2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. Any Dewatering will be directed to the temporary Sediment trap BMP C240.. ELEMENT 11: Maintain BMPs El Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑✓ Remove all temporary erosion and sediment control BM Ps within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ElProvide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. BMP to be monitored daily and repaired as needed. ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. ElPhase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑✓ Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ElMaintain,update,and implement the SWPPP. El Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). El From Oct 1 through Apr 30,clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage,slope,soil type,and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. I] The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. BMP to be monitored daily and repaired as needed. ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see Pg. 253 for requirements. Applicant Signature Date Page 8 of 8 March, 2017 CITY OF DO NOT REMOVE mbar ` CORRECTIONS REPORT ..Cog 0 Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER!r7TOR i'.71.-- PERMIT NUMBER AD7E$ te.644 D``/�/0 ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE `CORRECTIONS NE DED ❑ STOP WORK tJeS T l) °lam r .v V g S ties-F— Le o-t- , A L s l 2 -4' vL e 9 Cv -3 y>ice) - 7,t E • 7itt.__ s loyu2_,s no dr --/-0 s- s/,•?.._ TO E S/c - ,1`o , Atr-- are_ eeldribk v�e. J heed eci e s/cs . i )5 L„2,,r-.s 1 c� NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECT Fyrrce, Groc From: Fyrrce, Groc Sent: Tuesday, December 05, 2017 3:39 PM To: 'chrispf@live.com' Cc: Nelson, Kait; Kennedy,Jack;Ingalls, Paul Subject: 1600 Latitude Stormwater and Building Plan Reviews Attachments: 1600 Latitude Stormwater.docx; 1600 Latitude Plan Review.doc; Current Plan Revision Additional Info Cover Sheet.pdf Hi Chris, Please see attached Building plan review for corrections that need to be addressed so that I can finish my review. See attached Stormwater Plan Review note from Kait for corrections that need to be addressed so that she can finish her plan review. In order for the Fire Marshall,Jack Kennedy,to do his plan review, he needs the following information provided and indicated on the plans: 1. Due to the length of the approach an access and turnaround meeting the Fire Department's approval. 2. Grade(s)of the driveway access and turnaround. 3. All dimensions, including length,width, radius(es) of driveway. 4. All dimensions, including length,width, radius(es) of turnaround. 5. Due to the fire area exceeding 3,600 sq.ft. either a fire hydrant within 250' with a fire flow of a minimum of 1,750 gpm,or a residential fire sprinkler system needs to be installed. 6. Show the distance from nearest hydrant. 7. Provide a fire flow test, showing 1750 gpm, from an approved hydrant. Fire plan review is pending,once he has all the information for Jack to do his review. Please submit the attached Plan Revision &Additional Info Cover Sheet, along with a transmittal letter stating the information provided and who it is for. If you have any questions, feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901C� -9/eim ii/iorae. e iirireiridlieJ t/xoa�/r.er/ircatiorr aim/eoe/ratior 1 •„A.-T. Y City of Anacortes Invoice/Permit#: BLD-2017-0578 904 6th Street Applied date: 11/07/2017 P.O.Box 547 i Issue date: t+�" 0 Anacortes, WA 98221-0547 =_• Expire date: 05/06/2019 ea"'CV (360) 293-1901 Job Address: 1600 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construction of new single family residence per approved plans Owner: CHRIS FELT Contractor: Address: 16839 KAMB RD Address: MOUNT VERNON WA 98273-8147 Phone: (360) 661-4176 Phone: License#: General Information: Fees: Plan Review Deposit 00.00 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,550.93 Sewer GFC-Residential 9,206.33 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 12,526.76 Deposits/Receipts: 0.00 Total Due: 12,526.76 n —ITImr. C] -xi r— '- I-' ft• Cfi i CO CA -"+: b ... t.) C. q•.. . .. pr '_' F.-.. . h rt F-' I I Ili '.-. �.. -J ID I`�� r• Zt I t• a} , 0 ',n w.. n. .,I '.-I .. it' rri ry r 't• F 7 --I :r . I lt D m n r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAIS, OR 'F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED c HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISId144 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR IOT,IFK GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER§TATE-4O9 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. n. rq D �I ] Iw] i •41 I D G - u D d hJ SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY -s I Fyrrce, Groc From: Fyrrce, Groc Sent: Friday, January 19, 2018 8:31 AM To: 'chrispf@live.com' Cc: Lange, Steve Subject: 01-18-18 Site Memo 1600 Latitude Circle.pdf Attachments: 01-18-18 Site Memo 1600 Latitude Circle.pdf Hi Chris, Please see attached plan review memo from Steve for corrections/comments that were not addressed in the resubmittal,that need to be corrected on the plans so that he can finish his plan review. As stated on the Resubmittal/Plan Revision/Additional Info Cover Sheet, we need you to either cloud or highlight the revisions on the plans that address the corrections/comments from Steve; and,we also need a transmittal letter stating the comment or correction being addressed and how it was corrected on the plans for each itemized response to each of the corrections/comments listed in in the Memo from Steve. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 , j.)mytoAi=c<tfick, eaiizirucrtt eigrcu�/e ec ica/.f6n-cute/tc.-cie,ilicre My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 ANACORTES PUBLIC WORKS DEPARTMENT : ° Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 Yfi W E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Nr cowl- Memo Date: January 18, 2018 To: Paul Ingalls, Plans Examiner From: Steven Lange C ' r Subject: Site Plan Review#2 for 1600 Latitude Circle cc: Eric Shjarback, Justin Symonds The submitted site plan for 1600 Latitude Circle was reviewed by the Public Works Engineering Department on November 28, 2017. • 11-07-17: Submittal to Public Works Engineering • 11-28-17: Public Works review and memo back to Building Department • 01-18-18: Submittal to Public Works Engineering • 01-18-17: Public Works review and memo back to Building Department The following comments are provided: • Review comments from November 28, 2017 are not addressed with this latest routing. All comment from that memo still apply. • New site plan identifies a 19% grade on the driveway. Anacortes Municipal Code limits road grades to 12%. The proposed driveway grade needs approval from City Council since is a deviation from the Code. • It is understood that the owner is electing to not install a perimeter drain to collect subsurface flows at the suggesting of the Public Works Department. ty... ' A �K • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste � • Transportation•Equipment • Capital Projects • Development Services `W NOV 0 7 2017 HERRIGSTAD ENGINEERING PS Civil Engineer 4320 Whistle Lake Road I.ale Herrigstad, P.E. Anacortes, WA 98221 (360) 299-8804 1600 Latitude Circle Felt Home Site DRAINAGE ANALYSIS November 2,2017. Job # 2017-129 Prepared By: Dale K. Herrigstad P.E. ti� NERR/CST 4P�OF wnsiII 90 'F'� R Ii "27807 , ' I 3 -2-0 1 1 Owner: H&F Investments LLC 10526 Chuckanut Drive Burlington WA 98233 The stormwater plan will be based on the requirements of the 2014 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. it 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 6 Minimum Requirement#3: Source Control of Pollution 6 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 6 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT C DOE BMP Figures ATTACHMENT D Soil amendment requirements PROJECT DESCRIPTION This project is to construct a 3,084 square foot home, patios and decks and 1,618 square foot driveway& sidewalk areas for a total of 4,702 square foot total impervious area on a 17,110 square foot lot at 1600 Latitude Circle. See ATTACHMENT A. EXISTING SITE CONDITIONS The 17,110 square foot or 0.39 acre site is pasture grass with blackberry bushes along the south boundary and no trees on site. The site slopes from the southeast to the northwest at 6%to 10%. The underlying restrictive soil layer was found on site at 18"to 26" in depth while a trench was open for utilities on October 5, 2017. The attached Web Soils surveys confirm that the restrictive layer will be found at a depth of 27" (68 cm)in Clallam Gravely Loam Soils that dominate this site. The Web Soils survey also indicates the water table will be found at this same depth 27" (69 cm). See ATTACHMENT B. 3 DOE Stormwater Management Manual Minimum requirements: According to the 2014 DOE manual figure I-2.4.1 Flow Chart: Does the site have 35% or more of existing impervious coverage—No Does the site add 5000 square feet of new impervious surfaces—No Does the site convert 3/4 acres or more of native vegetation to lawn—No Does the project have 2,000 square feet of new impervious surfaces—Yes Minimum requirements#1 through#5 apply to this project. (See flow chart in ATTACHMENT C) Minimum Requirement#1: Prepare a Stormwater Site Plan. Volume 1, Chapter 3 steps (page 3-1). Step 1. Collect and Analyze Information on Existing Conditions. The site slopes at an average of 5 to 10%to the northwest and the site is primarily pasture grass. A drainage system consisting of a 6" pvc storm pipe has been extended from Oakes Avenue to the northern center point of this site to convey storm water to the downstream drainage system. No other onsite drainage features exist. The site soils as discussed above are found to be shallow with a restrictive layer at 18"to 26"below the surface with a perched water table of the same. Step 2. Prepare a Preliminary Development Layout. During construction approximately 11,000 square feet will be disturbed. A proposed layout is attached as ATTACHMENT A. Step 3.Perform an offsite analysis: The downstream drainage system is conveyed to a 12" drainage system on the South side of Oakes Avenue and flows west 300 feet before discharging to an open drainage ditch. After 66 feet of open ditch the drainage system is a closed system for 2,254 feet to the Guemes Channel. The developer also owns the adjoining property to the north. Offsite water sheets on to this site from homes in the Clearidge development to the south. Neighbors around this property have expressed concern about the sheet flow that they have experienced coming onto their properties. Step 4.Determine and Read Applicable Minimum Requirements. Threshold requirements: See DOE flow chart 2.4.1 in ATTACHMENT C. The total new impervious area is under 5,000 square feet at 4,702 square feet. Minimum requirements 1 through 5 are required. Step 5.Prepare a Permanent Stormwater Control Plan A storm water plan is provided in the developed site plan in Attachment A. LID options will be addressed in Minimum Requirements#5 below. Step 6. Prepare a Construction Stormwater Pollution Prevention Plan. See minimum requirement#2 below for SWPPP. Step 7. Complete a Stormwater Site Plan: The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. Offsite analysis is provided in section step 3 above. Step 8. Check compliance with all applicable minimum requirements: To take place during review and during and after construction. 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) This project must meet the 12 elements of a SWPP because the site exceeds the threshold of 2,000 square feet of new impervious surfacing. 1. Preserve Vegetation/Mark Clearing limits: The site perimeter will be clearly defined with High Visibility construction fencing BMP C103 along the north boundary. Wood fences border all other sides. The vegetation along the south boundary will not be disturbed during construction. 2. Establish Construction Access: A construction entrance BMP C105 will be installed at the driveway entrance from the adjoining common access road and constructed to the DOE Figure I1.4.1.1. See ATTACHMENT B. Locations noted on ECS plan. Provide sediment removal from the street(e.g., shoveling, sweeping, pickup)when ever sediment is tracked off site. 3. Control Flow Rates: A sediment trap BMP C240 may be needed prior to discharging site water to the downstream system. See ATTACHMENT B. 4. Install Sediment controls: In addition to silt fencing BMP C233 (DOE Figure II- 4.2.12) additional controls may be required for sediment control. Silt fencing will be provided on the north side of the disturbed site as practical due to rock. See ATTACHMENT B. 5. Stabilized Soils: Disturbed soils shall be stabilized within two days during the wet season(Oct. 1- April 30) or seven days in the dry season(May 1-Sept 30) with seeding, mulching,plastic covering or hydro seeding. Install crushed rock surfaces as soon as fmal grades are achieved. Also to be noted in erosion control notes on ECS plans. 6. Protect Slopes: The sites slopes are steep and disturbed soils shall be protected with the following suggested BMPs. a. BMP C120: Temporary and permanent Seeding b. BMP C121: Mulching c. BMP C122: Nets and Blankets d. BMP C123: Plastic Covering e. BMP C124: Sodding f. BMP C205: Subsurface Drains 7. Protect Drain Inlets: Catch basin insert filters shall be installed in catch basins in Oakes Avenue North of this site and are already in place in Latitude Circle. 8. Stabilize Channels and Outlets: There are no channels or outlets on this site. 9. Control Pollutants: All pollutants including waste material and demolition debris will be contained and disposed of off site. Chemicals, liquid products and petroleum products will be kept is locked, covered and secure locations. The contractor shall have a spill containment plan for inadvertent equipment failures with appropriate absorption towels on site at all times. 10. Control De-Watering: If dewatering the foundation is required it should be discharged to a sediment bag or allowed to settle out before discharging to the downstream system. Clean,non-turbid dewatering water may be discharged to downstream drainage system. 5 11. Maintain BMPs: All temporary and permanent Erosion and Sediment Control(ESC)BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification(see Volume II of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally,protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition, If sediment enters these BMPs during construction,the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. 12. Manage the Project: The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the Construction Stormwater General Permit(CSWGP). Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated,maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. This site is less than 1 acre in size and will not require a CSWGP permit from the department of Ecology. 13. Protect Low Impact Development BMPs: Due to the infeasible infiltration potential of this site, Low impact BMPs will not be utilized. 6 Minimum Requirement#3: Source Control of Pollution During construction the site will be open and subject to erosion. BMP's as described in the erosion control plan must be constructed at the source to limit erosion and sediment laden runoff. The most common erosion source is exposed soils to rain, especially on steep slopes. Covering the slopes as discussed in the SWPPP shall be implemented. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls This site naturally drains to the northwest and onto neighboring property with homes abutting Allen Court. These neighbors have identified seeing large flows onto there properties and would like it to stop. A curtain drain is proposed along the west side of the property to intercept surface water and carry it to the new drainage system. Al drainage does naturally flow to Oakes Avenue and will not be changed. Minimum Requirement#5: On-site Stormwater Management As indicated above the impervious soil layer lies 18"to 26" below grade. The perched water table lies about the same depth. See ATTACHMENT A. BMP T5.13: Post-Construction Soil Quality and Depth, Lawn and landscaping areas: All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in ATTACHMENT D. LIST#1 because the site triggered Minimum requirements #1 through#5 . 1. BMP T5.30: Full Dispersion—Not feasible do to no native vegetation on this property. BMP T5.10A: Downspout full infiltration—Not feasible due to shallow restrictive soil at 18"to 26"below grade a water table of the same. No separation from the bottom of the infiltration trench to the restrictive layer. 2. BMP T5.14A: Rain Gardens or BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Not feasible due to shallow restrictive soil at 18"to 26" below grade a water table of the same. No separation from the bottom of the trench to the restrictive layer. 3. BMP T5.10B: Downspout Dispersion Systems —Not feasible due to shallow restrictive soil at 18"to 26"below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer. 4. BMP T5.10C: Perforated Stub Out Connections—Not feasible due to shallow restrictive soil at 18"to 26"below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer OTHER HARD SURFACES (driveways and patios) 1. BMP T5.30: Full Dispersion—No native vegetation on site. 2. BMP T5.15: Permeable Pavements—Not feasible due to shallow restrictive soil at 18"to 26"below grade a water table of the same. Can not maintain 12"of separation from the bottom of the drain rock to the restrictive layer. BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Not feasible due to shallow restrictive soil at 18"to 26"below grade a water table of the same. Can not maintain 12"of separation from the bottom of the trench to the restrictive layer. 7 3. BMP T5.12: Sheet Flow tispersion—Not enough separation from the road surface edge to the property line, only 3 to 4 feet. BMP T5.11: Concentrated Flow Dispersion—Not enough separation from the road surface edge to the property line, only 3 to 4 feet. Due to the restricted shallow layer all storm water will be collected and conveyed to the down stream system in the existing conveyance storm system. II DURING CONSTRUCTION. THE RUNOFF WILL - - BE CONTROLLED WITH SILT FENCES AND SHALLOW SWALES TO PROTECT THE ADJACENT AND DOWNSTREAM PROPERTIES. Revisiuta/Dale VERIFY ON-SITE; ANY OR ALL OF THE FOLLOWING ADDITIONAL \ LOCATION OF NEAREST METHODS WILL BE USED AS NEEDED: CATCH \ EXISTING FIRE HYDRANT BASIN INSERTS, STRAW WATTLES, ONERSION WALES. COVERING EXPOSED SOIL WITH P IC. STREE AND DITCHES WILL BE CLEANED DAILY OF OSION RUNOFF. IF ANY. IiASSUMED EDGE OF -.li\ co C; Q \ \ PAVEMENT LOCATION Is- (VERIFY) kflN c 0 rn \ 5 10°/1g w i \ ` .----- s0 I'r 05 vI. 4 \ _- 44 W BMP C233 - . p- S 1d2611 SILT FENCE VI• .�.:^, - \DOE FIGURE II-4.2.12 1' ��O .S �ON — — ; D k` , \ 2. 5c `% INFORMATION \_ ,S5 TEMPORARY SOIL (40. STOCKPILE AREA I/ \ / I: This project consists of a new wood-frame, • W\ / two-story,single-family residence with crawl Po. . \ ` space,attached private garage,and front porch. 0 •\ \ H&F Investments LLC • \ ' 10526 Chuckanut Drive Burlington, WA 98233 4 ` : - R H&F Investments LLC `'� R 10526 Chuckanut Drive s\‘, Burlington, WA 98233 �y n ' n '-71.ESS• TBD \ \ '. \\ / Anacortes, WA 98221 \ \, ,' \ /I IPTION: Baring's Add to ANA, Lots 7 to l I, BLK 1908, TWO SLY 1/2 VAC 4'f HST W \ 4'� 1�u i� ,--i ADJ ORD#1726 t 'O a '"'-*- P 56573 1 , '6. V.6.'o, , 3774-908-011-0009 \ 11 ,n J/ 2015 International Residential Code(IRC) ` GHT: Two-Story (± 25'-10") o. % See front elevation on sheet#2 to �1 ✓ERAGE: ±17,110 sf Lot s m ± 2,596 sf Building Footprint = 15.2%of Lot \REA Roof Outline (plan view) 2,786 sf en \ Remaining Front Deck 198 sf Remaining Rear Patio 100 sf \ 2p Remaining Driveway/Walk on Lot + 1,618 sf Total Impervious = 4,702 sf W1NG DESRIPTION \I"j1%;ASHEETCINDEX z \ T'E PLAN 0 {OJECT INFORMATION Q M LNDSCAPLNG PLAN 0TE SECTION L.Z .EVATIONS (FRONT, LEFT) Q...._1~.EVATIONS (REAR, RIGHT) 0- W)UNDATION PLAN I-CK(f)IZ , .00R FRAMING PLAN (1ST FLR) ALL FRAMING PLAN (1ST FLR) Drama hy: 'HEDULES (DOORS AND WINDOWS) JMC ___\.................... OOR FRAMING PLAN (2ND FLR) Dade )OF FRAMING PLAN (LOWER ROOF) October 7.2017 • Scale: ALL FRAMING PLAN (2ND FLR) I"=10'-0" u.n.o. Sheet A: )OF FRAMING PLAN (UPPER ROOF) JILDING CROSS-SECTION(s) 'PICA!. WALL SECTION A1TQME 'TA Depth to Any Soil Restrictive Layer—Skagit County Area, Washington F. 524810 524820 524830 524840 524850 524860 524870 524880 48°30'11"N 48°30'11"N 2 L— _ \\ fa ,\ • ,,{ .A'f. ', \1 t ;1 A , ., \ \ i /IP y ` U��J 1 2 I 1 Y ...------- \ , tr y b _ - ---- d' ;i e a yoga Ni p may mattkomEge@at ea@ 0®0 48° 30'8"N 48°30'8„N 524810 524220 524830 524840 524850 524280 524870 524880 a, Map Scale: 1:501 if printed on A portrait(8.5"x 11")sheet. a. "' Meters "' N o 5 10 20 30 Feet 20 40 80 120 Map projection:Web Men ator Comer coordinates:WGS84 Edge tics:UTM Zone 10N WGS84 ATTACHMENT B USDA Natural Resources Web p Soil Survey O 11/2/2017 Conservation Service National Cooperative Soil Survey1 Page 1 of 3 Depth to Any Soil Restrictive Layer—Skagit County Area,Washington Depth to Any Soil Restrictive Layer Map unit symbol Map unit name Rating(centimeters) Acres in AOI Percent of AOI 25 Catla gravelly fine sandy 43 0.0 8.8% loam,0 to 8 percent slopes 30 Clallam gravelly loam,8 68 2 „ 0.5 91.2% to 15 percent slopes Totals for Area of Interest 0.5 1 100.0% Description A"restrictive layer" is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers, and frozen layers. This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type, the depth to the shallowest one is presented. If no restrictive layer is described in a map unit, it is represented by the">200"depth class. This attribute is actually recorded as three separate values in the database.A low value and a high value indicate the range of this attribute for the soil component.A"representative"value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure:centimeters Aggregation Method: Dominant Component Component Percent Cutoff:None Specified Tie-break Rule: Lower Interpret Nulls as Zero:No 2 OF 3 USDA Natural Resources Web Soil Survey 11/2/2017 mom Conservation Service National Cooperative Soil Survey Page 3 of 3 ATTACHMENT B Depth to Water Table—Skagit County Area,Washington Depth to Water Table Map unit symbol Map unit name Rating(centimeters) Acres in AOI Percent of AO1 25 Catla gravelly fine sandy 31 0.0 8.8% loam,0 to 8 percent slopes 30 Clallam gravelly loam,8 69 2 7„ 0.5 91.2% to 15 percent slopes Totals for Area of Interest 0.5 100.0% Description "Water table"refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil.A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database.A low value and a high value indicate the range of this attribute for the soil component. A"representative"value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure:centimeters Aggregation Method: Dominant Component Component Percent Cutoff:None Specified Tie-break Rule: Lower Interpret Nulls as Zero:No Beginning Month:January Ending Month:December 3 OF 3 USDA Natural Resources Web Soil Survey 11/2/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 ATTACHMENT B f Figure I-2.4.1 Flow Chart for Determining Requirements for New Development Start Here • Does the site have 35% Yes See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). Does the project convert 3/4 acres or more of vegetation to Does the project result in pr , '1, lawn or landscaped areas, or 5,000 square feet, or ,.i No ; convert 2.5 acres or more of greater, of new.plus , ► native vegetation to pasture? replaced hard surface +' area? 'i , ,i, \\No ' Yes Yes Does the project result in 2,000 v square feet, or greater, of new plus , All Minimum Requirements replaced hard surface area? apply to the new and replaced. *'i . , hard surfaces and converted vegetation areas. Yes .,f No vI Does the project have land Minimum Requirements #1 disturbing activities of 7,000 through #5 apply to the new 4 Y@s square feet or greater? and replaced hard surfaces and the land disturbed. ,. 7No Minimum Requirement#2 applies. 'bola. Figure 1-2.4. 1 Flow Chart .for Determining Requirements for °V. 11 New Development DEPARTMENT OF Revised June'2015 ECOLOGY Please see hffp://www.ecy.wa.govlcopyrighf.htmf for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume I - Chapter 2 - Page 37 ATTACHMENT C Figure 11-4.2.12 Silt Fence Joints in filter fabric shall be spliced at posts. Use staples,wire rings or equivalent to attach fabric to posts 2"x2" by 14 Ga.wire or equivalent, if standard strength fabric used ►O•��• O�••i••�•�•�����••�•�•�•�•�•� •••�•�����•��im■■■■■■ME ME IIMIIM m■■■.m 0..♦ .......•••••••••••••••••••••W■■■■_■■■_ ■M ••• s•••••••••••••••••••••••••••• 'OM •►iii �iiiiiiiiiiiiiiiiiiiiiiii�iiii•��■■_■■■_ ...i •••••••••••••••••••••••••••••••. ►004 i• �•••••••••Oi••Oi•O.O•�•O�•O•�•�•O•�•�•�•►��■■■� ■■ ►O••• ••••••00•••••O•••O••O•••i0••i0••4O•�O•i►4►i�■■■= ■■■ •iii• ,•iiiiiiiiiiiiiiiiii•i ►VIII ■■ter ■I P•41 • iiiiiiii•iiiiiiiiiiiiiiiiiiiii!ll►4i� ■■� III .... ..........�............... ... ►►►. .. ■. .00• o❖.❖.❖.❖.•o.❖.❖.o•.o❖.•.o❖.o❖.•oo•.�►�.�. v. ... ■■I .... • .............................l.. •\\ •`��I ��\\:\\,`\\s\\��\\/�\\/A\\ \\ \\L<�\_��\.\ l\.\ 7/� (\\ -- -rr rf ` Minimum re I I6'max l I 4"x4"trench I I u Post spacing may be increased 2"x2"wood posts, steel to 8'if wire backing is used fence posts, or equivalent 2"x2"by 14 Ga.wire or equivalent, if standard strength fabric used Y. in ■1 j\\/ ii \ Filter fabric •i \\\% Ei 2' min of \/\\�\��\ ii \\/\\ El NI Backfill trench with �/ /\ ....�1; native soil or%"- , off.! in 1.5"washed gravel .i �4 Lit \\/�\/\/\ \ /\/\2/m\//�\//,/�� Minimum \//�\/\\ 4"x4"trench 2"x2"wood posts, steel fence posts, or equivalent NOT TO SCALE 1111103.= . Figure 11-4.2. 12 VW' Silt Fence DEPARTMENT OF Revised October 2014 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington 1 OF 2 Volume 11 - Chapter 4 - Page 369 ATTACHMENT D • • Figure 11-4.1.1 Stabilized Construction Entrance BMP C105 NOT TO SCALE Ca �St,rO Ry a 0./ /� I,, r<.`f Ate' •II.1 •Y aX aX RY .;.'�Y•wY wY w7 wY;••Y' /�/I `�,•1• , .,�:. ,:. 100'min. • 00 - = r • s iftlik Install driveway * ��• • • •�� i`�X' x` ' X culvert if there is a roadside ditchpresent •��',l'•-•-•-'•-' 4„-8"quarry - �X;.�X� X.•;�X X— . spells , se, �• �� IP. i �X�;�X—•7 aY aY aX�•� :z: •6 •Yr•Y:r-aX--, •i.' rwX;a=aX—a— a :z Geotextile rti Y:X—•Y•rwX— i. L 1. L. L i. �X.1.�wY�=Y�7 Notes. 15'min. 1. Driveway shall meet the requirements of the 12"minimum thickness permitting agency. 2. It is recommended that Provide full width the entrance be of ingress/egress crowned so that runoff area drains off the pad. • Figure 11-4.1 .1 Stabilized Construction Entrance DEPARTMENT OF Revised June2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.htmt for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 2 OF 2 Volume ll- Chapter 4 -Page 273 ATTACHMENT D ATTACHMENT E 4 PAGES BMP T5.13: P©st-Construction Souk (z: uaDuty and Depth Purpose and ©eefiniitio Naturally occurring (undisturbed) soil and vegetation provide important stormwater func- tions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water interflow storage and transmission; and pollutant decom- position. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post devel- opment landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chem- icals, thus reducing pollution through prevention. Appiicati•ns and Limitaib.ns Establishing a minimum soil quality and depth is not the same as preservation of nat- urally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, com- posted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines • Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 2014 Stormwater Management Manual for Western Washington 1 OF 4 Volume V- Chapters - Page 911 ATTACHMENT E to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the excep- tion that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default"pre-approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. 2014 Stormwater Management Manual for Western Washington 2 OF 4 Volume V- Chapters - Page 912 ATTACHMENT E More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not com- pacted, does not need to be amended. Planning/Perr getting/Inspection/Ve-wi icar l m Guidelines 8: Procedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf Maintenance . Establish soil quality and depth toward the end of construction and once estab- lished, protect from compaction, such as from large machinery use, and from erosion. . Plant vegetation and mulch the amended soil area after installation. . Leave plant debris or its equivalent on the soil surface to replenish organic matter. . Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Con- struction Soil Quality and Depth is used as part of a dispersion design under the con- ditions described in: • BMP T5.10B: Downspout Dispersion Systems (p.905) • BMP T5.11: Concentrated Flow Dispersion (p.905) • BMP T5.12: Sheet Flow Dispersion (p.908) • BMP T5.18: Reverse Slope Sidewalks (p.937) • BMP T5.30: Full Dispersion (p.939) (for public road projects) 3 OF 4 2014 Stormwater Management Manual for Western Washington Volume V- Chapter5 - Page 913 ATTACHMENT E Figure V-5.3.3 Planting bed Cross-Section ,- Mulch --''''''.."..--1--- S -lir. n gn _.-------K Loose soil with visible dark ,.� organic matter . „ ,— Y )-----?(-7 Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington,2010,Washington Organic Recycling Council NOT TO SCALE ffib"MIN Figure V-5.3.3 IliWil Planting Bed Cross-Section DEPARTMENT OF Revised January 2016 ECOLOGY Please see http.//www.ecy.wa.gou/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 4 OF 4 Volume V- Chapter 5- Page 914 ATTACHMENT E Bite Address /600 L-S) ') tJe le_ Project Building Permit+# T t� ii — ;2 0/ o5 7 k 4 -'t Date Initials ,,,art r. E - )epar ent tioites 1 Building r'C; ; P a � ; C r .`¢jFe%YQ.S 'Vieth? I -a. ..i Pk/ .1- r Ia- - 1 CArt a'l1 -$ 4c, a"Ari S 12/ //? ^F r 6n^c,=2t e S z ;1L, wcaer 16 (41 ,1 (C,Ttr-e(444,c 4t/i' F A7rot d ' I s$1f e reetAllg 1 r uE,lic irks /j� < (j�11-7___—_. (!! __. 65_,re c_ i (" 1/1,1171 71,g>i)'c_ l igt e 01. 'e l-1 i1- s s'�-i /W I c ci-4 r z�9 e r '/2.1(R -- -,-- s C'ti'e6 Fal ti, , � - 4%3 ke 1— - -- --' — I .AroE�i la2av,,c tas ..51'1�t� S)Fr-altaJ7. Plannin. t, ' frNin - °\-rAl __\ --C g f\Ci -)1\ 7A0( (11/4,\Q-::Vg4)(Y) ce..i\FIO ($ (1,(i W(83 �\ - -= fkik a /4 1 fR'''')Fit oWr — a/4/1 K-.9 Loiee ' o^ - o so► Q/'at t �rN .6 ivAli �vate i � k i i 1/ c1'1 J j lira N-ezt. 3/ 4 ri - z" / / 004.4ft Fv c-la-il-�+. 1 v�7 ✓tv't .- ✓� tz 0..3I-,_ ,,i cn //, .'a''✓ h , �tri„n,, LcR /. ✓f G . t�i',+tiv-7 1w.,.fs , ,v ^ ,ic o, S , in . 5 ;w-// y 1-,,., a--.,,v v, 1,,-t,-ff j c,`mil l5;---at,-x.'. ti II 6 i l ® �4__S--\\c , 1 2-NO <6i Wk___ \,A \f0--\ie.c_. Q7Q)4 kC. ‘Y Projebt Inte -Departmental Plan Review Tracking 9 \ ___\ a ?a 19 * 5 ° s I PLAT E v � 9 V v �F 8 NO RTHz�, V%� g \\ � \ \\ F #2017050200 28 ,' c J \ 9 \ \ \ o P133694 3y HE _ G \ CHRISTOPHER & CHERYL FELT v cw ,;v4Sy�,g.r) ri \ 1�v 2p9pp59 SALLAN v. I !/ \ /''pp1��A, S�'n'03° 4 , FND PLS - - �� ' v�CA'�� PF Wig � 14 212 PRIVATE 20' SHARED ACCESS & 70°26'59' W s 1�26'g9 /\ r, UTILITY ESMT AF 2017002240096 74' r REgS • pK 6g ,-\\ \\ (73 p '4 /-- 3 to /' /� PR pSE N :o 17 \�� \12 \\ oe \\pusE \\ P133675 P133674 3 < \ 1.y \ \ 0 P565 ICR\.kE &' \ 1/16TH CORNER I \\ C.\\° `(\-F�4� \ END\ CAP 0.50 EAST I — \ 11,`' \q f�Oa\\p OF LINE i O \\ \\ ✓ \ C y J_._- —20 04'S 6'54' W \ 5 \ ��-,�pl W s 0 GRAPHIC SCALE _ 20 0 20 40 80 \ ' R's 969 �S--02�.- == \ CPQ EA-_---- IN FEET ) 1 inch =40 ft. HERRIGSTAD ENGINEERING 8e SURVEYING Boundary Survey 4320 WHISTLE LAKE ROAD 1600 Latitude Circle, Anacortes ANACORTES, WA 98221 299-8804 Completed January 11; 2018 Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, January 25, 2018 4:00 PM To: 'Herrigstad' Cc: Ingalls, Paul; Lange, Steve Subject: Christ Felt 1600 Latitude Circle Hi Dale. We just spoke on the phone.Can you please email me tonight a boundary survey of the Chris Felt property located at 1600 Latitude Circle? I need a survey of the site that is showing all property corners that are signed and sealed to complete my review.The TESC recently submitted is not a survey and does not have all property corners identified /set.Thanks. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning,Community& Economic Development Dept. City of Anacortes 1 P.O. Box 547 I 904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@citvofanacortes.org I www.citvofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 oy Anacortes Planning& Community Development Dept. Permit Center �3; P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 0034 Don Measamer,Building Official, Planning Director FAX(360)293-1938 November 30, 2017 Chris Felt Cascade Building Designs 16839 Kamb Rd. Mount Vernon, WA 98273 chrispf@live.com RE: Plan Review notes for the proposed new single family residence at 1600 Latitude Circle Please address the following items so I can complete the plan review. 1. Indicate on plans overall building height form average original grade,not finished grade. 2. Indicate on plans all applicable codes,including 2015 Uniform Plumbing Code (UPC)and 2015 Washington State Energy Code (WSEC). 3. Indicate on plans how the decorative wood brackets are to be attached to the house. 4. Indicate on the plans that all connectors in contact with preservative-treated wood needs to be hot- dipped galvanized or equivalent. 5. Indicate on plans that R-49 insulation is required in the attic,not R-38 as shown in the cross-section view. 6. Indicate on the plans the description of the 2015 WSEC Energy Credits taken and how they are to be met. 7. Indicate on the plans that because 2015 WSEC Energy Credit 1 a is taken that the insulation in the floor joist area needs to be R-38 and not R-30 as shown on the plans. 8. Because 2015 WSEC Energy Credit la is taken,please provide a weighted U-factor Area worksheet showing that all vertical fenestrations will have a U-factor of 0.28 or lessor, or state on that all doors and windows must meet this. 9. Dryer vents are required to be 3' from any window or door openings into the building. Please indicate this on the plans. 10. Indicate on the plans that the door separating the garage and the door needs to be 20 minute fire-rated with a self-closing device. 11. Indicate on the plans that a CO alarm is required on each floor. 12. Indicate on the plans that the door within 2' of the door on the porch area needs to be tempered. 13. Indicate on the plans how the island sink is to be vented. 14. Provide a stair framing detail. Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes a 360-293-1901 Fyrrce, Groc From: Fyrrce, Groc Sent Wednesday, December 06, 2017 10:06 AM To: 'chrispf@live.com' Subject: FW: BLD-2017-0578; 1600 Latitude Circle Hi Chris, Jack Kennedy,the Fire Marshall, did a preliminary review on 1600 Latitude Circle. Please see his comments below on what is needed on the plans in order for him to complete his review. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 ` �/��r lc�(ii.r ar��c ref r. ii ii aii(ttl6 thve474 e ec ftciz.and eckxtof-ce& , My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From: Kennedy,Jack Sent:Wednesday, December 06,2017 9:35 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject: BLD-2017-0578 1. Minimum required fire flow= 1750 gpm. 2. Unable to complete full review; a. Need distance to fire hydrant via approved route. b. Need driveway length, width, and slope. c. Show turnaround meets City Standard. 3. Residential sprinkler system per NFPA 13D may be required. 1 Fyrrce, Groc From: Kennedy,Jack Sent: Wednesday, December 06, 2017 9:35 AM To: Fyrrce, Groc Subject: BLD-2017-0578 1. Minimum required fire flow= 1750 gpm. 2. Unable to complete full review; a. Need distance to fire hydrant via approved route. b. Need driveway length,width, and slope. c. Show turnaround meets City Standard. 3. Residential sprinkler system per NFPA 13D may be required. 1 1GST Y DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT DATE: December 4, 2017 TO: Groc Fyrrce FROM: Kait Nelson Associate Planner, PCED SUBJECT: 1600 Latitude Circle, BLD-2017-0578; Stormwater Plan Review Several revisions are necessary to complete the stormwater review: • A soils analysis was not provided. The Skagit County web soil survey is not adequate, as identified in the 2012 DOE Stormwater manual. • The applicant should consider placing perimeter drains along the easterly and southerly boundaries to protect the home foundation from run-on. Revisions may require additional corrections. Please let me know if there are any questions. Thank you, Kait Nelson Associate Planner ANACORTES PUBLIC WORKS DEPARTMENT 08.'“ °." Steven Lange, Project Manager P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 covv Memo Date: November 28,2017 To: Paul Ingalls, Plans Examiner From: Steven Lange -- Subject: Site Plan Review#1 for 1600 Latitude Circle cc: Eric Shjarback, Jim-Baldwin 54 r"JS The submitted site plan for 1600 Latitude Circle was reviewed by the Public Works Engineering Department on November 28, 2017. • 11-07-17: Submittal to Public Works Engineering • 11-28-17: Public Works review and memo back to Building Department The following comments are provided: • No frontage improvements required under this proposal. • This project is under the 2014 DOE Manual. The Planning Department is reviewing the project for Storm Water minimum requirements#1 to#5. Kait is the contact person for this item. She can be reached at 360.299.1969. • Width of the driveway at the street for residential access is 20-feet maximum width (See current Engineering Development Standards, Chapter 3 —Streets, Section STR-28). • Driveway length measures approximately 163 LF to the center of the turnaround, which exceeds the required 150-foot for a Hammer Head Turnaround. Need to work with the Buidling Official and Fire Marshall on determining a solution. • Known subsurface flows in the area. Suggest installing perimeter drains along the easterly and southerly boundaries. 1F,V 4Q � ,1.1 •• Water •• Wastewater •• Streets •• Storm Drainage •• Engineering •• Solid Waste � � • Transportation•Equipment • Capital Projects • Development Services q�/P. #B103 2011 RESIDENTIAL ENERGY CODE NOV 0 7 WORKSHEET cl-rv � This worksheet has been developed to assist permit applicants documenting compliance with the 2015 International Energy Conservation Code (IECC) as amended by Washington State. All heated areas must comply with energy code. This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code. A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional showing compliance with energy code requirements. Applicant Name: c ►�;e fi ;1�= I! Assessor Tax Parcel #: f L e Section 1 - General Information Proposed heating system: (Check one box) Furnace/Heat Pump ❑ Wall/ Baseboard ❑ Radiant Heat Complete a sizing worksheet found at El Other: heaters (requires fully http://www.energy.wsu.edu/BuildingEfficiency/Energy, insulated slab) Code.aspx R403.7.1 Electric resistance zone heated units. All detached one- and two-family dwellings and multiple single-family dwellings (townhouses) up to three stories in height above grade plan using electric zonal heating as the primary heat source shall install an inverter-driven ductless mini-split heat pump in the largest zone in the dwelling. Building permit drawings shall specify the heating equipment type and location of the heating system. Exception: Total installed heating capacity of 2Kw per dwelling or less. Section 2 - Prescriptive Energy Compliance (WSEC Table R402.1.1) Glazing: Walls'2 3: Windows: U.30 Above Grade: R-21 (intermediate framed) Skylights: U.50 Basement Walls (below grade) Ceiling: Insulated on the Interior: Flat: R-49 • R-15 continuous Vaulted: R-38 • R-21 cavity Floor R-30 • R-13 cavity with R-5 continuous installed on the inside or outside of the wall. Slab On Grade: R-10 Insulated on the Exterior: • R-10 continuous 1 Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 2 Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. 3 Where faced batt is used, the installation tabs must be stapled to the face of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs. Garage Doors when used in conditioned space must meet or exceed requirements listed in Table R402.1.1. City of Bainbridge Island Planning and Community Development Phone: (206)842-2552 280 Madison Ave. N. Fax: (206)780-0955 Bainbridge Island,WA 98110 Revision Date:7/24/2017 vwvw.bainbridgewa.gov Page 1 of 5 Sectii n =Prescriptive Whole House Ventilation (IRC M1508) Type of System: ❑ Continuous (fan runs continuously) ❑ Intermittent (fan runs % of the time) Integrated Forced Air System cfm airflow rate required Section 4— Enerqv Credits. Chapter 4 of the IECC requires additional energy efficiency to your project using a "credit" system. In order to determine how many credits apply to your project, please identify the number of credits required from Table 1. Then, select enough credits from Table 2 to meet that requirement. Please note: The building permit drawings shall reflect required heating equipment type, minimum equipment efficiency and any other requirements to show compliance. Table I Description Required Credit #1 . Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square 1.5 feet of heated floor area but less than 1500 square feet. #2 All dwelling units that are not included in #1 or#3. 3.5 Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. #3 Dwelling units exceeding 5000 square feet of conditioned floor area. 4.5 Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. Table 2 .fa Option Description Credit(s) 1a EFFICIENT BUILDING ENVELOPE 1a: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 0.5 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. 1 b EFFICIENT BUILDING ENVELOPE 1 b: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 Floor R-38 1.0 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 1c EFFICIENT BUILDING ENVELOPE 1c: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced 2.0 Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab City of Bainbridge Island Planning and Community Development Phone: (206)842-2552 280 Madison Ave. N. Fax: (206)780-0955 Bainbridge Island,WA 98110 Revision Date:7/24/2017 www.bainbridoewa.Qov Page 2 of 5 -G Option Description Credit(s) or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 'Ida EFFICIENT BUILDING ENVELOPE 1d: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.24 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.5 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the 1.0 International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the 1.5 International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: Gas, propane or oil-fired furnace with minimum AFUE of 94%, or Gas, propane or oiled-fired boiler with minimum AFUE of 92% 1.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3bb HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air-source heat pump with minimum HSPF of 9.0 1 0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3cb HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1 5 Closed-loop ground source heat pump; with a minimum COP of 3.3 City of Bainbridge Island Planning and Community Development Phone: (206)842-2552 280 Madison Ave. N. Fax: (206)780-0955 Bainbridge Island,WA 98110 Revision Date:7/24/2017 www.bainbridgewa.gov Page 3 of 5 Option Description Credit(s) or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3db HIGH EFFICIENCY HVAC EQUIPMENT 3d: Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall 1 0 be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex 1 0 duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 0.5 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.c To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. 1.0 or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. City of Bainbridge Island Planning and Community Development Phone: (206)842-2552 280 Madison Ave. N. Fax: (206)780-0955 Bainbridge Island,WA 98110 Revision Date:7/24/2017 www.bainbridgewa.gov Page 4 of 5 .1- Option Description Credit(s) 5c EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG- 1.5 300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. _ 5d EFFICIENT WATER HEATING 5d: A drain water heat recovery unit(s) shall be installed, which captures waste water heat from all the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 52% if installed for unequal flow. Such units 0.5 shall be rated in accordance CSA B55.1 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 6 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation per each housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. 0.5 Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. a. Projects using this option may not use Option la, lb or lc. b. Projects may only include credit from one space heating option,3a,3b,3c or 3d. When a housing unit has two pieces of equipment (i.e.,two furnaces)both must meet the standard to receive the credit. c. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads) shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets:Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in accordance with ASME Al 12.18.l/CSA B 125.1. 2. Residential kitchen faucets:Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125,1. 3. Residential showerheads:Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. City of Bainbridge Island Planning and Community Development Phone: (206)842-2552 280 Madison Ave. N. Fax: (206)780-0955 Bainbridge Island,WA 98110 Revision Date:7/24/2017 www.bainbridgewa.gov Page 5 of 5 CITY OF A_NACORTES- "AS-BUILT" .. L I Newer / • 7 (i t ' in Storm . r\ Vi-RA.CTOR: - (765-(a i t 1,/i,i. , , C/ ' `-i.) d e iyil 5 . . . . PLATIDIVISION; BLOCK . • • • . . c 'LOT ADDRESS: lb CO i.„,a ill,/(( k_ c... i • i , . . . DATE: 21 2- 7 ji . . . . PERMIT# SCALE =-- - . . . . . • . .. . . - . , • • , . • t . •i : • • ; ......,;,,L,...i . :- , . . 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DATE: 2. / z— ( . . • IPE.- 'al 1T ## SCALE •. • • • ' limagin mai - ffir ravel . 3 ll,_ •.,_ 1. -4. k t t . ,.... , .____ .. . , '.i mnunaizv ri _ .�,��,r�� -11r ,war 1 . r . .m____:a. n inwE11romum1in11itlaL 11 1b-1.-.1.1.ii ir1T,i„„r,cmeo,, La- -. ,. l 1i ,: ! Mallrai-CAI 11111 a 111611111pM11611111111 1111 III MPII' . I _ ii: Ell ilt --: . . Na 11�1 �11- . a i - . __ I • EI!—! a • . . , . • I --- ''' . PM, '. ,:m: . ' -,. . . . . • i=iiiii imaipui - . , _ - - . .11.,....mzon.•.,........,............,..., • , _ , .....1 1 „..... . . , - ii.r... _ . . . , - . MI AI NM . MN . • MN laIIIIIIIIIIINIIIIII • { 11, ! NOV G72011 i Construction Stormwater General Permit My OF ANACo x.'; Stormwater Pollution Prevention Plan (SWPPP) for 1600 Latitude Circle Anacortes, WA 98221 P56573 t Prepared for: The Washington State Department of Ecology BFO I Permittee I Owner Developer Operator I Contractor I Chris Felt Same Same I 1 Certified Erosion and Sediment Control Lead (CESCL) Name Organization ! Contact Phone Number Scott Irving CESCL#34825 Irving Construction Corp 360-661-4177 SWPPP Prepared By Name Organization Contact Phone Number Chris Felt Cascade Building Designs 360-661-4176 SWPPP Preparation Date November 1, 2017 Page 1 2 Project Construction Dat s f . BMP Ir ost allai;ion November 30, 2017 - December 1, 2017 Excavat orrn December 1, 2011 - December 3, 2017 Foundation Dec,mber 7, 2017 - December 28, 2017 Garage Flatwork January 8, 2018 -January 11, 2018 Backfill/Finish Gracie January 1, 2018 -January 5, 2018 Framing January 11, 2018 - Fe1bruary 8, 2018 Trades February 10, 2018 - Fbruary 24, 2018 Insulation/Drywall February 28, 2018 -Mrch 16, 2018 Exterior Siding/Decks February 12, 2018 - March 7, 2018. Hard Flooring Surfaces March 22, 2018 - March 26, 2018 Interior Trim/Cabinets March 2A, 2010 -Aril 19, 2018 Paint Exterior/Interior Apr 22, 2010 -April 28, 2018 Driveway May ", 2010 -May 12, 2018 Project Close-out May 12, 2010 - My 30, 2018 Landscaping Ame 1, 2018 Jane 10, 2018 BMP Removal June 15, 2018 Page 13 • II a ill O ri (NI m e:" Ln <4 N CO c-F N QYi Lc) N 0 N N C'!9 ri ri ri c c•- c-2 c l �9 N NI 4'49 NI NI cn en en t' 5 0 i 0 p r CJ CO r n 0 } CO r C 5 Lem) co Jam- co a) r r e- r r r r r s` r r w-- r r r tr r r r- r r e- C°o1 e-9 N 7, CO r C� el r N N N N N Cam: N N N N C\9 N C\! N N r c%,1 �' en 7. �� en r Co co ,;, ^-- t JCD Gi r r C\9 :. J� r C") 4'y `'_ 6.2 33 6.2.1 33 6.2.2 33 List of Tables Table 1 —Summary of Site Pollutant Constituents I 4 Table 2—Pollutants 1 16 Table 3—pH-Modifying Sources ; 17 Table 4—Dewatering BMPs 19 Table 5—Management 21 Table 6—BMP Implementation Schedule 22 Table 7—Team Information 25 Table 8 —Turbidity Sampling Method 26 Table 9—pH Sampling Method 29 List of Appendices Appendix/Glossary A. Site Map B. BMP Detail C. Correspondence D. Site Inspection Form E. Construction Stormwater General Permit(CSWGP) F. 303(d) List Waterbodies/TMDL Waterbodies Information G. Contaminated Site Information H. Engineering Calculations { { Page 15 List of Acronyms and Abbreviations Acronym/Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BFO Bellingham Field Office of the Deportment of Ecology BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead CO2 Carbon Dioxide CRO Central Regional Office of the Dep irtment of Ecology CSWGP Construction Stormwater General Permit CWA Clean Water Act DMR Discharge Monitoring Report DO Dissolved Oxygen Ecology Washington State Department of ecology EPA United States Environmental Protection Agency ERO Eastern Regional Office of the Department of Ecology ERTS Environmental Report Tracking System ESC Erosion and Sediment Control GULD General Use Level Designation NPDES National Pollutant Discharge Elimination System N U U Nephelometric Turbidity Units NWRO Northwest Regional Office of the I epartment of Ecology pH Power of Hydrogen RCW Revised Code of Washington SPCC Spill Prevention, Control, and Countermeasure su Standard Units SWMMEW Stormwater Management Manual for Eastern Washington SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TESC Temporary Erosion and Sediment Control SWRO Southwest Regional Office of the Department of Ecology TMDL Total Maximum Daily Load VFO Vancouver Field Office of the Department of Ecology WAC Washington Administrative Code WSDOT Washington Department of Transportation WWHM Western Washington Hydrology 11odel I Hr•-• V_3 Z 1 Project Information Project Name Street/Location: 1600 Latitude Circle City: Anacortes State: WA Zip code: 98221 Subdivision: N/A Receiving waterbody: Municipal storm drain, Puget Sound 1.1 Existing Conditions Total acreage(including support activities such as off-site equipment staging yards, material storage areas, borrow areas). Total acreage: 17,110 S.F. Disturbed acreage: We will disturb around 5,000 S.F. Existing structures: None Landscape: None Topography: Slight slope from South to Northwest!about' % Drainage patterns: Drains from South to Northwest Existing Vegetation: Field grass and blackberries vines Critical Areas (wetlands, streams, high erosion risk, steep or difficult to stabilize slopes): No property is flat List of known impairments for 303(d) listed or Total Maximum gaily Load (TMDL)for the receiving waterbody: None Table 1 includes a list of suspected and/or known contaminants associated with the construction activity. Table 1 —Summary of Site Pollutant Constituents Constituent Location Depth (Pollutant) Concentration None 1.2 Proposed Construction Activities Description of site development (example: subdivision): A proposed layout of the site development is attached. Exhibit A Page 18 The project is to construct one single family house on a 17,110 S.F. lot. The house will front to the North. The total hard surfaces (house, driveway, patio, ecks) is 4702 sq ft. Description of construction activities(example: site preparation, demolition, excavation): Construction activities will include all activities associated with the construction of a single family residence(excavation, foundation,framing, roofing, siding,finish grading, landscaping). Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: Site will be graded as necessary lo direct sheet flow away from other properties and into storm water stub located in the middlO of the North property line if necessary. Gutter and foundation drains will be piped to the storm stub also. This will follow DOE. Minimum requirements meeting the current 2012 Storm water manual amended December 2014. Dose the site have 35% or more of existing impervious coverage? NO Dose the site add 5000 S.F. or more of impervious surfaces? JO Dose the site convert 9/.acres or more of native vegetation to lawn? NO Dose the site have 2,000 S.F. of new impervious surfaces?YqS Description of final stabilization (example: extent of paving, landscaping): All the disturbed portion of the lot will have landscaping or paving ( less the house foot print). Contaminated Site Information: Proposed activities regarding contaminated soils or groundwater(example: on-site treatment system, authorized sanitary sewer discharge): The site has no'known contaminated soil or ground water issues. Page 19 2 Construction Stormwater Best Management Practices (BMPs) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e., hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs;or deviation from original design. 2.1 The 13 Elements 2.1.1 Element 1: Preserve Vegetation I Mark Clearing Limits Around 10,000 sq.ft will be disturbed out of the 17,110 sq ft lot[ There is no trees in the area of the construction only field grass. The disturbed soils will be stored at the NW corner of the lot and covered with plastic during excavation with silt fence on tole down hill side. To protect against sediment run off. List and describe BMPs: BMPs include orange construction fencing and silt fence. And also a combination of straw waddles, mulching and berms will be used as needed during the course of construction. Installation Schedules: Construction fence and silt fencing will be installed before construction begins Inspection and Maintenance plan:All erosion and sedimentation controls methods will be regularly inspected and maintained including after every rain event. Responsible Staff: Chris Felt Page 110 2.1.2 Element 2: Establish Construction Access One temporary construction access will be constructed according to BMP C105. It will be at the end of the driveway that access's onto Latitude Circle. In the event that dirt track out dose occur, The road will be boom swept immediately. Dust will be controlled using water hose as needed. List and describe BMPs: Entrance to the site will have quarry $palls per BMP C105 and traffic will be restricted to only this access. Installation Schedules: Construction entrance will be installed before work begins on site. Inspection and Maintenance plan: Construction entrance will 1:4 inspected and maintained regularly as work progresses. Responsible Staff: Chris Felt { . Page 111 � I 2.1.3 Element 3: Control Flow Rates Will you construct stormwater retention and/or detention facilities? ❑ Yes xo No Will you use permanent infiltration ponds or other low impact development(example: rain gardens, bio-retention, porous pavement)to control flow during construction? ❑ Yes xo No This site is not suitable for infiltration systems because of the inderlying restrictive layer of clay. See Herrigstad Engineering Attachment B. List and describe BMPs: Silt fence, mulching, berms, straw waddles, plastic covering.These will be used before and during construction and adjusted as finish grade is completed. Installation Schedules: As construction progresses and as needed.during construction. Inspection and Maintenance plan: BMP,s will be regularly inspOcted and repaired as need be. Especially after a rain event. Responsible Staff: Chris Felt Page 1 12 1 2.1.4 Element 4: Install Sediment Controls List and describe: BMP,s Will include but not limited to silt fence, plastic coverings, mulching straw waddles. BMP,s will be in place before construction begins and adjusted during the courses of construction. In addition to the onsite BMP,s wat4 discharged to the municipal storm water system will be filtered through a sentiment sock at pipe entrance. There are no Salmon streams or creeks in the area. All BMP,s will be inspected and repaired immediately during and after rain events. Installation Schedules: Before any work begins. Inspection and Maintenance plan: Responsible Staff: Chris Felt r4 Page 113 � I 2.1.5 Element 5: Stabilize Soils Soils will be stabilized as work proceeds by straw mulch and permanent seeding within 2 days of being graded.Soil stock piles will be covered with plastic and a silt fence on the downhill side.There are no steep slopes that will be disturbed during construction.All construction vehicles will be required to stay on the temporary gravel areas below future driveway. There is no contaminated soil on site. Select your regions table and delete the others West of the Cascade Mountains Crest Season Dates Number of Days Soils Can be Left Exposed During the Dry Season May 1 — September 30 7 days During the Wet Season October 1 —April 30 2 days Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date:12/15/17 End date: 5/15/18 Will you construct during the wet season? xo Yeso No List and describe BMPs: Silt fence ,straw mulch, plastic covering, permanent seeding. Installation Schedules: Before work begins and as needed during project. Inspection and Maintenance plan:All BMP,s will be inspected arid maintained regularly during project Responsible Staff: Chris Felt Page 114 1 { 1 I 2.1.6 Element 6: Protect Slopes Will steep slopes be present at the site during construction? ❑ Yes x❑ No { I i 11 9 � f { I Page 115 1 2.1.7 Element 7: Protect Drain Inlets Catch basins will be protected with inlet filters per WSDOT Stnd;Plan 1-40.20-00. List and describe BMPs: Armoring and catch basin fillers. Installation Schedules: Before work begins. Inspection and Maintenance plan: All inlets will be inspected weekly and daily during rain events. Inlet filters will be replaced when approximately113 full or as specified by manufacturer. Responsible Staff: Chris Felt { I I I Page 116 2.1.8 Element 8: Stabilize Channels and Outlets There are no channels or outlets on this site List and describe BMPs: N/A Installation Schedules: N/A Inspection and Maintenance plan: N/A Responsible Staff: N/A Page 117 i I 2.1.9 Element 9: C.ntrol Pollutants The following pollutants are anticipated to be present on-site: Table 2®Poll,aants Pollutant (List pollutants and source, if applicable) Equipment fuel and hydraulic fluid Concrete Paint waste Construction trash All pollutants and waste materials will be disposed of offsite. While chemicals are on site they will be stored in their original containers and locked up when no;one is around and open only when in use. List and describe BMPs: No chemicals, petroleum products, on paint will be stored outside. Installation Schedules: As construction progresses. Inspection and Maintenance plan: All possible pollutants put away and locked up at night. Responsible Staff: Chris Felt Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on-site? ❑ Yes xo No List and describe BMPs: N/A Installation Schedules: N/A Inspection and Maintenance plan: N/A Responsible Staff: N/A Will wheel wash or tire bath system BMPs be used during construction? ❑ Yes xoNo List and describe BMPs: N/A Installation Schedules: N/A Inspection and Maintenance plan: N/A Page 118 Responsible Staff: Will pH-modifying sources be present on-site? X❑ Yes ❑ No Table 3—pH-Modifying Sources ❑ None o Bulk cement o Cement kiln dust o Fly ash o Other cementitious materials o New concrete washing or curing waters o Waste streams generated from concrete grinding and sawing o Exposed aggregate processes o Dewatering concrete vaults X Concrete pumping and mixer washout waters o Recycled concrete ❑ Recycled concrete stockpiles ❑ Other(i.e., calcium lignosulfate) [please describe: ] List and describe BMPs: Concrete washout will only happen in a controlled area with appropriate BMP,s in place. Installation Schedules: Before concrete is used on site Inspection and Maintenance plan: This will be monitored when pouring concrete on site. Responsible Staff: Chris Felt Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on-site, except in designated concrete washout areas with appropriate BMPs installed. Will uncontaminated water from water-only based shaft drilling for construction of building, road, and bridge foundations be infiltrated provided the wastewater is managed in a way that prohibits discharge to surface waters? ❑ Yes x❑ No List and describe BMPs: N/A Installation Schedules: N/A Page 119 Inspection and Maintenance plan: N/A Responsible Staff: N/A Page I 20 2.1.10 Element 10: Control Dewatering Dewatering may be required during foundation and trench excavations. Silt laden dewatering will be directed to temporary swales and sediment traps. Clean water will filter through a catch basin silt sock Check treatment of disposal option for dewatering water, if appl le: Table 4—Dewatering BMPs ❑ Infiltration ❑ Transport off-site in a vehicle (vacuum truck for legal disposal) ❑ Ecology-approved on-site chemical treatment or other suitable treatment technologies ❑ Sanitary or combined sewer discharge with local sewer district approval (last resort) xo Use of sedimentation bag with discharge to ditch or swale (small volumes of localized dewatering) List and describe BMPs: Temporary swales and sediment traps Installation Schedules: Only when dewatering is necessary Inspection and Maintenance plan: Inspected when dewatering is accruing. Responsible Staff: Chris Felt Page 121 2.1.11 Element 11: Maintain BMPs This section is a list of permit requirements and does not have to be filled out All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume Il of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. Page 122 2.1.12 Element 12: Manage the Project The project will be managed based on the following principles:' • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Chick all,the mahaiement BMPs that apply at your site Table 5—Management ❑ Design the project to fit the existing topography, soils, and drainage patterns X o Emphasize erosion control rather than sediment control X X Minimize the extent and duration of the area exposed X Keep runoff velocities low X Retain sediment on-site o Thoroughly monitor site and maintain all ESC measures X ❑ Schedule major earthwork during the dry season x ❑ Other(please describe) Page 123 Table 6—BMP Implementation Schedule Phase of Construction Stormwater BMPs Date Wet/Dry Project Season [Insert construction [Insert BMP] [MM/DD/YYYY [Insert activity] ] Season] Phase of Construction Stormwater BMPs Date Wet/Dry Season Project Page 124 [Insert construction [Insert BMP] [MM/DD/YYYY [Insert activity] ] Season] • Page 125 2.1.13 Element 13: Protect Low Impact Development (LID) BMPs Low impact bio-retention devices will not be used on this site. 3 Pollution Prevention Team Table 7—Team Information Title Name(s) Phone Number Certified Erosion and [Scott Irving] CESCL#34825 [360-661-4177] Sediment Control Lead (CESCL) Resident Engineer Dale Herrigstad 360-770-1585 Emergency Ecology Receptionist 360-715-5200 Contact Emergency Permitteel Chris Felt 360-661-4176 Owner Contact Non-Emergency Owner Chris Felt 360-661-4176 Contact Monitoring Personnel Chris Felt 360-661-4176 Ecology Regional Office [Bellingham Field Office] [360-715-5200] Page 126 HERRIGSTAD ENGINEERING PS Civil Engineer 4320 Whistlte Lake Road Dale Herrigstad, P.E. Anacortes, WA 98221 (360)299-8804 1600 Latitude Circle Home Site DRAINAGE ANALYSIS �� ! `'° January 11, 2018 V {jij 'JAN182018 Job# 2017-129 CITY OF ANACOR"FES Prepared By: Dale K. Herrigstad P.E. 0ERRICS7,. oF 1,1A 1/,y / • d . FSS1oNAL Owner: Christopher& Cheryl Felt 16839 Kamb Road Mount Vernon, WA 98273 The stormwater plan will be based on the requirements of the 2014 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 4 Minimum Requirement#3: Source Control of Pollution 4 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 4 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B Soils report ATTACHMENT C DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT D Soil amendment requirements PROJECT DESCRIPTION This project is to construct a 3,084 square foot home, patios and decks and 1,618 square foot driveway& sidewalk areas for a total of 4,702 square foot total impervious area on a 17,110 square foot lot at 1600 Latitude Circle. See ATTACHMENT A. EXISTING SITE CONDITIONS The 17,110 square foot or 0.39 acre site is pasture grass with blackberry bushes along the south boundary and no trees on site. The site slopes from the southeast to the northwest at 1%to 6% in the area of the proposed house with steeper slopes up to the east, south and down to the west. Linda Spicher, Septic System Designer, completed a soils report for the site and is included in ATTACHMENT B. The underlying restrictive soil layer was found on site at 16"to 23" in depth as shown in the report. The water table was found at 21"to 23". This corresponds with the Web Soils surveys that indicated the restrictive layer will be found at a depth of 27" (68 cm) in Clallam Gravely Loam Soils that dominate this site. The Web Soils survey also indicates the water table will be found at this same depth 27" (69 cm). The adjoining neighbors have expressed concerns of excessive runoff from this site onto their properties. 3 DOE Stormwater Management Manual Minimum requirements: According to the 2014 DOE manual figure I-2.4.1 Flow Chart: Does the site have 35%or more of existing impervious coverage—No Does the site add 5000 square feet of new impervious surfaces—No Does the site convert'/o acres or more of native vegetation to lawn—No Does the project have 2,000 square feet of new impervious surfaces—Yes Minimum requirements #1 through#5 apply to this project. (See flow chart in ATTACHMENT C) Minimum Requirement#1: Prepare a Stormwater Site Plan. Volume 1, Chapter 3 steps (page 3-1). Step 1. Collect and Analyze Information on Existing Conditions. The site slopes at an average of 1 to 6%to the area of the proposed house and a 40%0 slope in the south end of the site sloping down form the clearidge homes. The site is primarily pasture grass with blackberry bushes on the steep slope at the back of the parcel. A drainage system consisting of a 8"pvc storm pipe has been extended from Oakes Avenue to the northern center point of this site to convey storm water to the downstream drainage system. A drainage swale is located along the base of the 40% slope at the back of the site to collect offsite drainage. The site soils as discussed above are found to be shallow with a restrictive layer at 16"to 23" below the surface with a water table at 21"to 23". The soils report is included in ATTACHMENT B. Step 2. Prepare a Preliminary Development Layout. During construction approximately 11,000 square feet will be disturbed. A proposed layout is attached as ATTACHMENT A. Step 3.Perform an offsite analysis: The downstream drainage system is conveyed to a 12" drainage system on the South side of Oakes Avenue and flows west 300 feet before discharging to an open drainage ditch. After 66 feet of open ditch the drainage system is a closed system for 2,254 feet to the Guemes Channel. The developer also owns the adjoining property to the north where an easement will be recorded prior to conveyance through the property to Oakes Avenue. Offsite water sheets onto this site from homes in the Clearidge development to the south. Neighbors around this property have expressed concern about the sheet flow that they have experienced coming onto their properties. An existing interceptor ditch is located at the base of the hill at the back of the property intercepting the offsite runoff. The plan is to collect this runoff and route to the downstream drainage system. Step 4.Determine and Read Applicable Minimum Requirements. Threshold requirements: See DOE flow chart 2.4.1 in ATTACHMENT C. The total new impervious area is under 5,000 square feet at 4,702 square feet. Minimum requirements 1 through 5 are required. Step 5.Prepare a Permanent Stormwater Control Plan A storm water plan is provided in the developed site plan in Attachment A. LID options will be addressed in Minimum Requirements#5 below. Step 6. Prepare a Construction Stormwater Pollution Prevention Plan. See minimum requirement#2 below for SWPPP. 4 Step 7. Complete a Stormwater Site Plan: The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. Offsite analysis is provided in section step 3 above. Step 8. Check compliance with all applicable minimum requirements: To take place during review and during and after construction. Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) This project must meet the 13 elements of a SWPP because the site exceeds the threshold of 2,000 square feet of new impervious surfacing. See the attached SWPP plan. Minimum Requirement #3: Source Control of Pollution During construction the site will be open and subject to erosion. BMP's as described in the erosion control plan must be constructed at the source to limit erosion and sediment laden runoff. The most common erosion source is exposed soils to rain, especially on steep slopes. Covering the slopes as discussed in the SWPPP shall be implemented. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls This site naturally drains to the northwest and onto neighboring property with homes abutting Allen Court. These neighbors have identified seeing large flows onto there properties and would like it to stop. A curtain drain is proposed along the west side of the property to intercept surface water and carry it to the new drainage system. Al drainage does naturally flow to Oakes Avenue and will not be changed. Minimum Requirement#5: On-site Stormwater Management As indicated above the impervious soil layer was found on site at 16"to 23" in depth as shown in the report. The water table was found at 21" to 23". See ATTACHMENT A. BMP T5.13: Post-Construction Soil Quality and Depth,Lawn and landscaping areas: All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in ATTACHMENT D. LIST#1 because the site triggered Minimum requirements#1 through #5 . 1. BMP T5.30: Full Dispersion—Requires native vegetation on site and there is no native vegetation on this site. Full dispersion is not feasible do to no native vegetation on this property. BMP T5.10A: Downspout full infiltration—Minimum setbacks shall be 10 feet from any structure or property line and 3 feet or more of permeable soils to the seasonal high ground water table. Not feasible due to shallow restrictive soil at 16"to 23"below grade a water table of 21"to 23". No separation from the bottom of the infiltration trench to the restrictive layer or water table. 2. BMP T5.14A: Rain Gardens or BMP T7.30: Bioretention Cells,Swales, and Planter Boxes—Rain gardens and well as Bioretention cells, swales and planter boxes share the same infeasibility criteria that requires a minimum vertical separation of 1 foot to the seasonal high water table, bedrock, or other impervious layer below Bioretention or rain gardens. Not feasible due to shallow restrictive soil at 16"to 23"below grade a 5 water table at 21"to 23". No separation from the bottom of the trench to the restrictive layer or water table. 3. BMP T5.10B: Downspout Dispersion Systems—A downspout dispersion system requires a vegetated flowpath of at least 50 feet for splash blocks and 25 feet for trenches to a property line or structure or 50 feet to any slope steeper that 15%. Not feasible due to do to property line at 20.3' at down hill side of house and slope greater than 15%at 12' from the northwest corner of house. 4. BMP T5.10C: Perforated Stub Out Connections—Perforated stub-outs are not appropriate when the seasonal water table is less than one foot below the trench bottom. Not feasible due to shallow water table at 21"to 23" below grade. Can not maintain 12"of separation from the bottom of the trench to the water table. OTHER HARD SURFACES (driveways and patios) 1. BMP T5.30: Full Dispersion—Requires native vegetation on site and there is no native vegetation on this site. 2. BMP T5.15: Permeable Pavements—Permeable pavements design is allowed up to a maximum grade of 12%for interlocking concrete pavers and also requires a minimum of 1 foot separation from the lowest base course to a saturated condition created by the seasonal high ground water or an underlying impermeable/low permeable layer. Not feasible due to the slope of the driveway at 19% ant the depth to an restirctive layer is 16 to 23 inches and a saturated condition within one foot of the base layer. BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Bioretention cells, swales and planter boxes share the same infeasibility criteria that requires a minimum vertical separation of 1 foot to the seasonal high water table, bedrock, or other impervious layer below Bioretention. The depth to an impervious layer is 16 to 23 inches and a Bioretention cell would require a minimum depth of 3'9"to the restrictive layer. Bioretention is not feasible. 3. BMP T5.12: Sheet Flow Dispersion—Sheet flow dispersion requires a 25' minimum separation from the hard surface to the right-of-way line for dispersion. Sheet flow is not feasible due to the road surface edge to the property line, only 3 to 4 feet. BMP T5.11: Concentrated Flow Dispersion—Concentrated flow dispersion requires a 25' minimum separation from the hard surface to the right-of-way line for dispersion. Not enough separation from the road surface edge to the property line, only 3 to 4 feet. Due to the restricted shallow layer and water table all storm water will be collected and conveyed to the down stream system in the existing conveyance storm system. �' 3,0' � �n41•� iz 19 -2HMENT o + PLAT D OF 48 NORTH EXIST: 2 AF #201705020028 c ,DRIVEWAY C7 - TEMPr SILT ' EXIST. in m FENCE BMP C 3 t G I$ j rn n SS§co r v . =,� ' P13364 �� ; inw EXIST. CHRISTOP ER &t o 19� .GRASSY CHERYL FELT (,)/ 1 2'= 18 CONSTUCTION— r c' P133676 ENTANCE ��/ Hy\-, CONCRETE BMP C105 G'i, FENCESI NFENC Cyp3 o WASHOUT LOCATION BMP C233', BMp �, BMP C154 _ ® '\, gM�Sj.OP$SCo \' SOGG I ` ;' 11% i ' S 19%I /�j '. 3 V� SV •cam .c��IS,' 1_ _ /1_�Oa00// . 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HERRIGSTAD ENGINEERING & SURVEYING Topography and TESC Plan 4320 WHISTLE LAKE ROAD 1600 Latitude Circle, Anacortes ANACORTES,WA 98221 299-8804 Completed January 11, 2018 ATTACHMENT A ATTACHMENT B Soils Report Linda Spicher, Septic System Designer (360)708-3004 Project/Client: Chris Felt Page / of // Cascade Building Designs, Inc. 16839 Kamb Road Mount Vernon, WA 98273 �S Site Address: 4319 Oakes Ave., Anacortes, WA 98221 r.. 7141 Or 001 Parcel Number: 133694 -0re + ',.�!o. 1+ z Date on Site: 12/17/17 ,C4 S�c r tI r�' SPICHER `` ai;i' D DESIGNER g. Map Unit, Natural Resources Conservation Service: ' ' ��'* 09.'�b � #30 - Clallam gravelly loam, 8 to 15% slopes This area has been altered by logging, and by back-blading to smooth the soil surface. Soil Log 3 likely represents an area of historic fill, with the brown silt loam horizon, found at 24", the original surface soil. The vegetation of the area is mostly field grass and blackberries. Soil Type' Loading Rate2 Soil Log 1 0 — 6 brown silt loam 5 0.4 6 — 16 brown fine sandy silt loam 5 0.4 16 — 21 red medium sandy loamy clay 7 not suitable 21+ gray ashy clay 7 not suitable anticipated water table at 16" observed water table at 21" Soil Log 2 0 — 7 brown silt loam 5 0.4 7 — 23 brown medium sandy silt loam, roots 5 0.4 23 — 25 gray ashy clay 7 not suitable anticipated water table at 23" observed water table at 23" One of seven numerical classifications of fine earth particles and rock fragments as described in WAC 247-272A-0220 (2)(e). 2 From Chapter 247-272A WAC: "Hydraulic Loading Rate"means the amount of effluent applied to a given treatment step, in this chapter expressed as gallons per square foot per day(gal/sq. ft./day). 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S}. +� '• I . 2594 P130609 P82613 P82S12 P.,82599 P825 8` _ P P8293----: r P131005 P56579_ P82687:: i� ♦� �� I ! � P131420 P131004"`P82614 P82613 P82605 P82600 ,P82598 \ n " P82602,`-` P82590 i P82592 f 2 s's° � �� i 1 P131420- P131006 P82615 P82614 P82604 ;P82602 P82591: �- �M� !'i • 0131406 13140 P131003-P82616 P82627 + P82603- " P82589 - 1 P82591 / 'Ni'r '' P106225 .-'82615.;682'626 • P82627 P82603.. 50 �, P82651 ;P 8 /' o�� �; P131406 P82617 P82625 - P82628 - 2G`<:'P82650'P82652 82 ��o; p108170- V1 588::. • P105818 PS P8258 �t .P82617 P82628 P82625 878 P82649 P32 P8 5 P32372 i . H P82618 P82623`• P82629 P105 649 2 587 P82 86 P82618 P82623 P82629 P82o47,:`P82648' `i\ P82619 P82622 P82624 P82644 P82647 I I P1t78171 P105260 P826•19 + P-82631 P82630'J P82644 �- P81733 I P82585 ti: ,�� P165260 P8173 - „ ti i 1, e P82621 F82622 P82631 _.- P82643 P 734` P'1l?8172 82643 1 P817311 I P82584 P82620_ . �`•P82632' P82641 __ + P81 I :� I •• \ •P82642 P81727 P 7 P31684 ' P105261 P8262•. P82633 P82583 8130 \ P82S40 ` P81735 P82583 ;.. P82634 • P82640. P81726 P81728 • P31684 - December 18, 2017 1 ' = 300' ttl Legend 0 165 330 660 Ft Tax Parcel Numbers Building Only Accounts a Structures 1 1 1 1 1 f 1 t li c"1 0 0,05 0.1 0.2 km , DirtAccounts Tax Parcels --- Trails ' Data Accuracy Waming:All GIS data was seated from available public records and • Senior Citizen Accounts existing map sources, Map features have been adjusted to achieve a best-tit L County Boundary Rivers and Streams registration.\M,iie great cars was taken in this process,maps from different sources rarely agree as to the precise location of geographic features.Map discrepancies can Mobile Home OnlyAccounts I Sections 20 foot contours be as great as300feet, Copyright 2016 1 �' S 1�v�� o y r� FOUND NU LLL;AL I / \ , i ��j� 4 , ,,,..„. P ,,, c E 1R' • 4 21 \ // / c /1-, N 25T00' E a, \ �� / �/ p t e 2s' P56562 \ / 1 - \, 044" 7 3- 1 TOTAL HOUSE \ / /P56563 \ / ' 1 ND sARACE .' 1 (//—I — — — — :�\ � \\ -`\ca 10,900 SF N—!a um 20 ,_ _._ I 10 PRIVATE 4-. ,1\ �SS & SD ESMT t° \ a4�5 op,- \\ zuo'. \ \ \P31681 I ?56564 \ Kt) � al. - 4 PRELIMINARY PLAT I ti FENCE ` OF 48 NORTH ENCROACHMENT n I 2,2' 10 s•E. I ' r E 19 I { tp 25 , / I 24' �_ . ROS 200807220033 I I �= \ 'op05 9' M \ I 17 \� \ LOT 2 c 2 a to°6 t\\`24,834 SF a o C c 6 .o' 1 Wa-fl05�518�p6 11 PARCEL\ \ B" ti 18 R I \ \ 10' STORM AND P122993 0 r EASESM1ITAENiSEWER tt \ \\ y \\ \ 5q° 20' S DRNEWAT AND MMMY L \?6"- so v W EASEMENT 313 1pp4' '.52. r \' S 70'26'59' V W S2A9g' v 2�"•! 17,74' 7 S1s.2®9 m fl40,64' i, -0. v.--- TA 1 52,..3 '`♦ L 3 I o 1'i t k •tl,. 9CI°a 01 0 17 i/.:s ra y': t ,fit I �tl•• (1r+n •u SPicHER o �i:3 , •DESIGNER to \ I OM Vt�\w.\�t1 INLVI tV� \ ' I ..� a � g /f-1/16TH CDRNER I EXPIRES 09-19./ — \ ,\,90:6�/� P56573 —s a°a6'5a• V ba 20,04' GRAPHIC SCALE \ 10\' 30 0 30 60 120 ,� g1 \ ( IN FEET `_ -1 PLAT OF CLEARIDGE DIV II 1 inch = 60 ft. AF #8204220013 t ,,yi S,EL - cof/ HERRIGSTAD ENGINEERING & SURVEYING Proposed access & Utilities 4320 WHISTLE LAKE ROAD ,BWi i0-71 to Felt Property P56573 ANACORTES, WA 98221 299-8804 y v7,2ie77:55. October 5, 2016 G-i _v r.,,,1,r . . ,_�.. ,. - _ _ .:..._ - - - - - -- .� _, . . �__- - - — — — — . . _ ,.-... •--PER c1 , \ ' 1 I 4 AaPRO%p1A1lliERLICRE.ELY 2!0 10 n AEISf 0751 YORE FlRE MORH4f. �t - -0-, .rvti v 1�- -.-.iw r.-�/••. r.- me-s -0-r `�,t 1 RES7]D$nAL Pn t SP.'uT14L6i SISEN.. YD1(E )4TN A !?PA IJ:1 ODYRYfR INTER-OR \ \ m f3 PROPOSED Yacac ForaDN. CONCEILD POtWENT SPRIn0E5, R-f'CEOR - 4.. { { ESRUATE + 17 10 11, DATED CECEU°..3' 2 15T, 2017 YUS PROVUO TO ON:IER Br: 111 { 2 I� IS 1 8 CO•,t MCIN. ARE PROTECTION, the. \ 1e 17199 DVNNStI ROA VOUNT VERNON, WA 90273 OSC li; Y!I P JW-8ED-9093 F 3N3-BU-10Yt �/� \ \ ` \ ^/�•'7„ k - ,, IA CO3'ETRXTCA'S LJCQISE J: COUItffP,72EW /, ' 7 /) f� �. ,`V J j1 ' FOR tUPPA OD CONPWYT IMERCR ICSIDENIYL ME SPRP Q.ER STEW .1��j1 \Q / \ [ - CANOE EA R 10 I1 K HALER E tic Sfl RUN tI:S SISTER M. CIS THE FROM THE - 4 ' \8 y C \ 1 P PRC� �— r WA1ER DETER 10 TILE FO NT MERE 11E SDRI.YRLER StSTEU COw4C15 DI THE GRACE h 1 \ Man MOLES UNKNOWN' ^.— —.....—.—.—. — . I ti y tti a, NOM E•S, , 1,pPR0'NOHJ�' �' '• � • ' ' ' • , y' ALL UIIURES UNCCRCROURD. 12' wantCis)2tl'AY RCOWNCD ROCK/GRMti 4 tip)•)>� ,;p)1 / � ' i, VT3afY I.OGUID`6 Of EACH. CONSTRUCTION ENIIUiCE . , ItNr .••� �' ` •� I CONLA7f UNDER ORNEWAYS ' AS BASE I1 FXR DE \ \ ` . c C' -- • • OEa"' ' •• Art PA- .US Am/O.i NNMS /S NEEDED. ° ` PROPOSED DIWENAY \ VP.y Y . `; . +�a •)'1air'• • veter— 20' S'.uRED MOW AND UTADY bSWA? 4.0 1 e 0.sibti W )1Ap€ ‘� \ \ / , • •, • •E" • b,., la• mg • '•'1 �r RMSiON NOTES` +� • DnaER TO PROVIDE' A SOILS NUIYSES As REWESICD BY NY a .�jAV \ •', ' I . ' • ` I I /IUCORIES. DEPARtUDe OF PU.' mic. COAnusRY, a Ec61 = ,yfi .-' f;r1' :I \, ; OVE7DPRINT. — — / • E •, • • 1L'Rti-0• Ica TOPOCRAIRO .L. CEORWTCN OS PREMOED FOR DESQ7. BFJ2NC AVCIES UV4W'SW 3�O.N' r, I • ,�/ • • - • '1 I F REOVitE4 OWNER 10 MAC GRACES uN SLOPE Of EDT. S,• o`t16 ^----- — , �j b . •\; I gi1AIVNYS AN1) TURN-uaoanD. r��,. .Rt Y J • \ • \\ I PROJECT INFORMATIC „ra 0 es te \ • I zu 4 _, S . \\• I I PROTECT INFO : Tltiapet I UNWARY SCl'. • • ` 1 nvostory, ;E S1u�„I: AREA '' : ', ,, `\ I I space, ont • ``' OyY <' •...... '�' •_ , '\1.\ I OWNER : t68`9 Kt 01. Mount V.•\ : -,• ` "� ScDv 11,1g CONTRACTOR : Cascadcl \ 1 -.....Y' •• t %' ` stoc / )E rn e i6839 Ye \ f\;•-~ 5 ! )i ;, ! MH t I,n to Mount V. .... •'' �'�.... i ! 1 t, �4 ...-4 y ... ? _ ` ) �` .. \ 1 $ PROJECT ADDRESS : 1600 tali Y'.• • �.4 • 17.3 Anxofcs ` % i� `�- ^' ` `'��.., , I LEGAL DESCRIPTION: Buing'9 . •li,~ , `� • sto?,," c; ;ti tE t t5'-io' t 1408. 1'N -a.� • _--' • e...\ 1 I$ / 1 -, : .•"'"��,pRµ�S L��{ PARCEL A: PS6573 .•\ 4N tt!F•.,..-•'• i1. , I "•mot ,Lr )""p,�+" Ig . ' -*It r �,,`, % ���~•Y-�HD� Isr? ASSESSOR'S It: 3774-901 • \ b. i! �t j . �• f;. E��•. -r J L CODES: c115 In % • ti �,- ^ C 201SUni 1 c, 2015 Wa- ` I • • • I BUILDING HEIGHT: Two.Swt LOT SLZE/COVERAGE: ± 17,l10 + 2,596 o. c `• r ` IMPERVIOUS AREA : Roof GUI Rcmainin I RemnNin IA �.o ct ^ 1 j 1 Remtinin � �,�1l`` \ �, P �j65 I J Total Iml J A `, - DRAWING SHEET IND]}, - - - - - - - - ,,„L e) ' \ �.n`1 µ •�' II �C SHEEP # DRAWING DGSCR1PriC } `i . O �'<1}; �,`��� a `lea 6 o w apTATj�a• ---* �� 4 1N I SITE PUN ^} �t /Q i, s* • % D< t. PROJECT INFORMATIC • SQUARE FOOTAGE INDEX \11 E• o 0 °� z • • 1d AREA DESCRIP11ON AREA ' 2. LAN SITE SECTION PLAN �; � V E �► . �` ---- ..------ a, l.MNC AREA (IST FLR) 1699 5f N / •\\}1 3 ELEVATIONS (FRONT, ie / , •1`'� + �` LIVING AREA (2ND FIR), INCLUDES STAR 1178 5f 4 M 0 % _\ + ':4011 \ TOTAL UNNC AREA = 2877 SF \� 4 ELEVATIONS (REAR, fi• t, �� ` R . �11�' , 5 FOUNDATION PLAN I , 411110. �iiiI ~ \1 �2�0 e'�/' GARAGE AND MECHANICAL 597 SF 11 6 FLOOR FRAMING PU J ; '�� '�/r S�OeTtA Q0 7 WALL FRAMING PLAT III i FRONT PORCH 60 SS:- ^�, SCIDULES (DOORS r 'y� 6 I100R FRAMIriG PU FRONT DECK, UNCOVERED PORTION 240 5F ROOF FRAAANG PLAT: SITE PLAN REAR PATIO 201 $f `n 9 WALL FRAMING PLAT ' ' 411* to 0 s 10 1 10 ROOF FRAMING PLAN sc. roots- \ WALL BUILDING CROSS-SS eadG / � G/Ora/ • 4 TYPICAL ALL SECT: Gf e"- rfz-77 p7ce- cb or // 1 1 3 Soil Map-Skagit County Area, Washingtonen (4319 Oakes Ave.) N 1 524790 524810 524830 524850 524870 ia990 524510 48° 30 13' N V •r Gl) t•i•1-•.•. 1 ut i; ( < . i•l �a T a J J a5:J•� •• \l . r ri♦ 'T orA t 48 30 13 N s") ^S vi !i: et3ss r`F�6 ,a;.t . ,,p.'�• .3•YS�iF!:...i ram . } , Lrt t . 0 .et '.,.feel •t� r X ' e�- . 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Yy• r rr� ':7t:' .•- - 7 3,�_ $t Y 3I,►i'STr.� � a' •' ^� � � tF3° 30 T N (� Sta. ,6 • 3Vlz S ''a R• l!`r ar v: M S 1�`fii i '. in}k\*rZrm Y{ sw i f ....err trG~Sba2'..• . nit- 4f3° T N 0 VA 524910 Of 524/�] 524810 524830 52 5245lU • a i• En m Map Scale: 1:827 if printed on A portrait (8.5' x 11") sheet f � Nr �� ~ Q A�+ 1 r,� L.-.._ MelAs % �, of W� l r /. ._ A • 0 40 80 160 2' r� �./ re' •� Mapprojection: Web Mercator C}piner000Mcnati�: WC,S84 Edge tics: UTM Zone 16N W �.ri ' P�J Is - g .�ca , r �E'1 off, l 0U SPICHElI USDA Natural Resources Web Soil Survey jr,� ��` D DESIGNER '� 211 8/2017 Conservation Service National Cooperative Soil Survet% �t % %% %%%% %% • 9e 1 of 3 : 1 EXPIRES 09-29- /t Gy S /= 7; , �i,�%--- 7 w�/ Soil Map—Skagit County Area, Washington 4319 Oakes Ave. iiihap UT1ii : Legend d Map Unit Symbol Map Unit Name Acres in AOl Percent of AOl 25 Catla gravelly fine sandy loam, 0.4 12.3% 0 to 8 percent stapes 30 Cialfam gravelly loam, 8 to 15 2.8 87.7% percent slopes Totals for Area of Interest 3.2 100.0% A SA TA airairl AO n-Ak Ir sr w 4z44'• • SPiCH . 0,2 10 DEStGNEK V IA _..1 IL t""t`ILt • EXP9RES 09.29..// USDA Natural Resources Web Soil Survey 12/1 812017 Rom Conservation Service National Cooperative Soil Survey Page 3 of 3 • Skagit County Area, Washington 25—Catla gravelly fine sandy loam, 0 to 8 percent slopes I, Map Unit Setting al.j (t+, • National map unit symbol: 2hv6 ; o�<'"_ { '°+i41 • Elevation: 50 to 500 feet / • Mean annual precipitation: 21 inches i . • Mean annual air temperature: 48 degrees F /at` p,you s�cHet f • Frost-free period: 170 to 200 days whwwwww�wwwwww oaom w+wow • Farmland classification: Prime farmland if drained EXPIRES 09-29.,' Map Unit Composition • Catla and similar soils: 95 percent • Minor components: 5 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Catla Setting • Landform: Hilislopes Parent material: Glacial drift Typical profile • H1 - 0 to 6 inches: gravelly fine sandy loam • H2 - 6 to 11 inches: gravelly fine sandy loam • H3 - 11 to 17 inches: very gravelly loam • H2 - 17 to 60 inches: gravelly fine sandy loam Properties and qualities • Slope: 0 to 8 percent • Depth to restrictive feature: 10 to 20 inches to densic material • Natural drainage class: Moderately well drained • Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low (0.00 to 0.06 in/hr) • Depth to water table: About 6 to 18 inches • Frequency of flooding: None • Frequency of ponding: None • Available water storage in profile: Very low (about 1.4 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 6w • Hydrologic Soil Group: D • Other vegetative classification: Wet Soils (G002XN102WA) • Hydric soil rating: No Minor Components Coveland • Percent of map unit: 5 percent • Landform: Depressions • Other vegetative classification: Wet Soils (G002XN102WA) • Hydric soil rating: Yes �.,,+ /1%�w .r79 f Of A , ? A+• ?)41 D DESIGNER 1 4\\\ \\\\\\\\v\NA EXPWES 09-29-/0 II Skagit County Area, Washington i� 30—Clallam gravelly loam, 8 to 15 percent slopes vl Map Unit Setting # Dr, A., • National map unit symbol: 2hvd i r '. :ti• • V1 • Elevation: 30 to 500 feet �� `, -*"�• • Mean annual precipitation: 23 inches nr`L�., �• • Mean annual air temperature: 48 degrees F 1-' • • DESIGNER Th • Frost-free period: 160 to 200 days MIRES 09-29-ie • Farmland classification: Farmland of statewide importance Map Unit Composition • Clallam and similar soils: 90 percent • Minor components: 10 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Clallam Setting • Landform: Hillslopes • Parent material: Glacial drift Typical profile • Hi - 0 to 11 inches: gravelly ashy loam • H2 - 11 to 27 inches: very gravelly loam • H2 - 27 to 60 inches: very gravelly sandy loam Properties and qualities • Slope: 8 to 15 percent • Depth to restrictive feature: More than 80 inches; 20 to 40 inches to densic material • Natural drainage class: Moderately well drained • Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low (0.00 to 0.06 in/hr) • Depth to water table: About 18 to 36 inches • Frequency of flooding: None • Frequency of ponding: None • Available water storage in profile: Very low (about 2.6 inches) Interpretive groups • Land capability classification (irrigated): 4e Cff2/5 ��G7" J/ • Land capability classification (nonirrigated): 4s • Hydrologic Soil Group: C • Other vegetative classification: Limited Depth Soils (G002XN302WA) • Hydric soil rating: No Minor Components Bow • Percent of map unit: 5 percent • Landform: Terraces • Other vegetative classification: Seasonally Wet Soils (0002XN202WA) • Hydric soil rating: Yes Coveland • Percent of map unit: 5 percent • Landform: Depressions • Other vegetative classification: Wet Soils (0002XN102WA) • Hydric soil rating: Yes • � z SINCHER DESIGNER J EXPIRES 09-29.%3 { Figure i-2Ad1 flow Chart for Determining Requirements for New Development start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing ► Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). !9t No Does the project convert 3/4 • acres or more of vegetation to Does the project result in • lawn or landscaped areas, or 5,000 square:feet, or No convert 2.5 acres or more of .( - greater, of new.plus ► native vegetation to pasture? • replaced hard surface area? No Yes Yes • Does the project result in 2,000 t square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? ,apply to the new and replaced • hard surfaces and converted Yes • No vegetation areas. • Does the project have land Minimum Requirements #1 disturbing activities of 7,000 through #5 apply to the new Yet square feet or greater? and replaced hard surfaces and the land disturbed. No •t • Minimum Requirement#2 applies. r, Figure 1-2.4. 1 Flow Chart for Determining Requirements for 14=Wila New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see h11pJ/www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume I - Chapter 2 - Page 37 ATTACHMENT C ATTACHMENT D 4 PAGES o P T5.13o post-Construction Soil Quadnty and Depth Purpose and Definition Naturally occurring (undisturbed) soil and vegetation provide important stormwater func- tions including: water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration; water interflow storage and transmission; and pollutant decom- position. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post devel- opment landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chem- icals, thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of nat- urally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, com- posted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. • Soil quality.All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 2014 Stormwater Management Manual for Western Washington 1 OF 4 Volume V- Chapter5-Page 911 ATTACHMENT D to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959), with the excep- tion that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1 . The carbon to nitrogen ratio may be as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default"pre-approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. 2014 Stormwater Management Manual for Western Washington 2 OF 4 Volume V- Chapter 5 - Page 912 ATTACHMENT D More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not com- pacted, does not need to be amended. Piennin j/Perrrnii inrg/Inspection/Verificairion Guidelines & Procedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.org/pdf/Soil BMP Manual.pdf Mainzt nance • Establish soil quality and depth toward the end of construction and once estab- lished, protect from compaction, such as from large machinery use, and from erosion. • Plant vegetation and mulch the amended soil area after installation. • Leave plant debris or its equivalent on the soil surface to replenish organic matter. • Reduce and adjust, where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Represent,:i Lion Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Con- struction Soil Quality and Depth is used as part of a dispersion design under the con- ditions described in: • BMP T5.10B: Downspout Dispersion Systems (p.905) ® BMP T5.11: Concentrated Flow Dispersion (p.905) • BMP T5.12: Sheet Flow Dispersion (p.908) • BMP T5.18: Reverse Slope Sidewalks (p.937) ▪ BMP T5.30: Full Dispersion (p.939) (for public road projects) 3 OF 4 2014 Stormwater Management Manual for Western Washington Volume V- Chapter 5 - Page 913 ATTACHMENT D Figure V-5.3.3 Planting bed Cross-Section �' / - Mulch '�-I J Q" Loose soil with (J visible dark organic matter 4 y- ---.L..------ 4„ Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western NOT TO SCALE Washington,2010,Washington Organic Recycling Council ft"IEM Figure V-5.3.3 Planting Bed Cross-Section DEPARTMENT OF Revised January 2016 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 4 OF 4 Volume V- Chapter - Page 914 ATTACHMENT D Anacortes Planning&Community Development Dept. tT Y O ` �`. Permit Center �� P.O.Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 /cob Don Measamer,Building Official,Planning Director FAX(360)293-1938 November 30, 2017 Chris Felt p'y JAN 1 8 2018 Cascade Building Designs y 16839 Kamb Rd. L, Mount Vernon, WA 98273 CITY OF ANACORTES chrispf@live.com RE: Plan Review notes for the proposed new single family residence at 1600 Latitude Circle Please address the following items so I can complete the plan review. VIndicate on plans overall building height form average original grade, not finished grade. Indicate on plans all applicable codes, includins 2015 Uniform Plumbing Code(UPC) and 2015 Washington State Energy Code(WSEC). P A-indicate on plans how the decorative wood brackets are to be attached to the house. p 4. icate on the plans that all connectors in contact with preservative-treated wood needs to be hot- - d�pped galvanized or equivalent. f Indicate on plans that R-49 insulation is required in the attic,not R-38 as shown in the cross-section e view. Indicate on the plans the description of the 2015 WSEC Energy Credits taken and how they are to be ,( met. `‘,47/Indicate on the plans that because 2015 WSEC Energy Credit la is taken that the insulation in the floor( I ( ' joist area needs to be R-38 and not R-30 as shown on the plans. �j & Because 2015 WSEC Energy Credit la is taken, please provide a weighted U-factor Area worksheet �` showing that all vertical fenestrations willdhave a U-factor of 0.28 or lessor, or state on that all doors and windows must meet this. 4- tit c�' 1)(6,---ifiryer vents are required to be 3' from any window or door openings into the building. Please indicate this on the plans. P . ndicate on the plans that the door separating the garage and the door needs to be 20 minute fire-rated w th a self-closing device.P dicate on the plans that a CO alarm is required on each floor. I° 7 1 i' Indicate on the plans that the door within 2' of the door on the porch area needs to be tempered. t cate on the plans how the island sink is to be vented. t 7 rovide a stair framing detail. P �1 Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 Mail - chrispf@live.com Page 1 of 1 Outlook Mad chrisf Search Mail and People 0 New I Delete Archive Junk I Sweep Move to Categories Folders BLD-2017-0578; 1600 Latitude Circle Inbox 395 • I :' Junk Email 96 FG Fyrrce, Groc <gfyrrce@cityofanacortes.org> ,. 111 Drafts ®` A) ILO Reply l t• .. Wed 12/6,"11:07 AM �: 11. Sent Items You Deleted Items 3 OFFICE 365 , Archive Hi Chris, 1 t+ Conversation History Jack Kennedy,the Fire Marshall,did a preliminary review on 1600 Latitude Circle. Please see SECURITY davis his comments below on what is needed on the plans in order for him to complete his review. ;1%)1 the companytrustei Junk +. Best regards, ti. toVrotect 10 million Summer Trip ° 6.0buxrl's worldwide Groc Fyrrce Building Inspector/Permit Technician City of Anacortes `, . �i t" (360)293-1901 � `=', 1� '�}.-; ',' i ; ' Helping to provide safe communities through education and -,aOff'ic � ` cooperation a�pr. JAM182018 ..� , . �w t _ My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42 56. '1��� A ��� ',�.'lr;�`r _- WWWAPPRIYfR.CO�rt / �j�• Ari.�r t k Y Upgrade to ad-free , I From:Kennedy,Jack Sent:Wednesday,December 06,2017 9:35 AM To: Fyrrce,Groc<gfyrrce@cityofanacortes.org> Subject:BLD-2017-0578 1. Minimum required fire flow=1750 gpm. 2. Unable to complete full review; 1. Need distance to fire hydrant via approved route. p j 2. Need driveway length,width,and slope. i J d 3. Show turnaround meets City Standard. 3. Residential sprinkler system per NFPA 13D may be required. 3 if r • I...._Upgrade to Premium httns://outlook.live.com/owa/?realm=live.com&path=/mail/inbox/rp 12/8/2017 1 [Id 'JAN 18 2018 Regarding Vertical Fenestration. CITY OF ANAGQHTE The proposed single family home at 1600 Latitude Circle Anacortes will meet the 2015 WSEC Energy Credit la because I'm using Jeld Wen V-2500 windows and doors which are Energy-Star rated.Attached is a graph showing that all the horizontal sliders are rated at 0.25 and the fixed windows are rated at 0.22. both are below the vertical fenestration U-factor of o.28. Cascade Building Designs Chris Felt ' 4t„ .8 til, (1, � g �i11 d el.-. • , ,a, , .„ ,, ,...:$ �� ti.� JAN 18 2018J ' Jflr Builders Vinyl (V-2500) , • '17te pertbnnnnee information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,ncrasones,and options chosen,the actual rating could vary.Confirm ratings for specific products with your supplier or.tEL D-WEN sales repre.entetiye No Grid Qualifies for Energy Star Flat or Contour Grids Qualifies forEnergy Star PRODUCT GLAZING • U-Factor SHGC VT CR Oi' t;-..^iT'c2 U-Factor SHGC VT r'y :, Clear 0.46 0.59 0.61 47 III 0.46 0.53 0.55 Low-E 0.33 0.31 0.53 53 0.33 0.29 0.48 Basement Window Low-E Argon 0,30 0.31 •0.53 56 , X-• 0.30 0.28 0.48 i X Low-E 366 0 33 0.21 0.48 53 0.33 0.19 0.44 _ • Low-E 366 Argon 0.29 0.20 0,48 57 X 3f 0.29 0.19 0.44 I X .I {;<:v. Clear 0.48 0.59 0.62 42 II 0.48 0.53 0.55 Low-E 0.34 0.32 0.54 51 0.34 0.29 0.48 Low-E Argon 0.31 0.32 0.54 54 0.31 0.29 0.48 i Low-E EC Argon 0.26 0.31 0.54 45 ,,.X,. 0.26 0.28 0.48 '` c X ""' Ill Low-E 368 0.34 0.21 0.49 52 0.34 0.19 0.43 MI Low-E 366 Argon 0.30 0.21 0.49 55 X •X•' 0,30 0.19 0.43 • `4 Low-E EC 366 Argon 0.26 0.21 0.48 45 - X K;a 0.26 0.19 0.43 Double Hung PG 20 Low-E 180 0.35 0.50 0.60 53 1 0.35 0.45 0.54 1111 Low-E 180 Argon 0.31 0.50 0.60 56 0.31 0.45 0.54 Low-E EC 180 Argon 0.27 0.48 0.59 44 0.27 0.43 0.44 Energy Saver 0.31 0.32 0.54 54 0.31 0.29 0.48 111 Energy Saver Plus 0.30 0.21 0.49 55 X.,. ,. `-' 0.30 0.19 0.43 Ill ' e Energy Star Northern 0,30 0.50 0.60 44 0.27 0.43 0 52 Energy Star North Central 0.30 0.32 0.55 59 "X, 0,30 0.29 0.49 Energy Star South Central 0.30 0.21 0.49 55 • 3( , 0.3D 0.19 0.43 ,,X Energy Star Southern 0.34 0.21 0.49 52 0,34 0.19 0.43 s, Clear 0.48 0.60 0.63 43 1 0.48 0.54 0.56 Low-E 0.34 0.32 0.54 51 0.34 0.29 0.48 i ' Low-E Argon 0.31 0.32 0.54 54 0.31 0.29 0.48 Low-E EC Argon 0.27 0.31 0.54 44 '. •X` 0.27 0.28 0.48 X • Low-E 386 0.34 0.21 0.49 52 0.34 0.19 0.43 Low-E 366 Argon 0.31 0.21 0.49 54 0.31 0.19 0.43 i f Low-E EC 366 Argon 0.26 0.21 0.48 45 • XC`;c 0.26 0 19 0.43 X Double Bung PG 35/50 Low-E 180 0.35 0.50 0.60 53 0.35 0.45 0.54 _ _____ Low-E 180 Argon 0.32 0.50 0 60 56 0.32 0.45 0.54 I L Low-E EC 180 Argon 0.27 0.48 0.59 44 • ; 0.27 0.43 0.52 .. ., l , Energy Saver 0 31 _ 0 32 0.54 54 0.31 0.29 0.48 Energy Saver Plus 0.30 0.21 0.49 58 X ; . ."`- 0.30 0.19 0.44 X Energy Star Northern 0.27 0.48 0.59 44 Ell. 0.27 0.43 0.52 Energy Star North Central 0.30 0.32 0.55 58 •X 0.30 0 29 0.49 • r Energy Star South Central 0.30 0.21 0,49 58 N 7f . =, 0.30 0.19 0.44 X ,•_,t: Energy Star Southern 0.34 0.21 0.49 52 '._,, ';; 0.34 0.19 0.43 ; Clear 0,47 0.67 0.71 42 0.47 0.61 0.64 _ Low-E 0.31 0.36 0.62 52 0.31 0.33 0.56 Low-E Argon 0.27 0.36 0.62 54 0.27 0.33 0.58 i; _ • Low-E EC Argon 0.23 0.36 0.62 45 , X . 0.23 0.32 0.55 . ;r X Low-E 366 0.31 0.24 0.56 52 ^si' '-' 0.31 0 22 0.50 Low-E 366 Argon 0.27 0.24 0.56 54 X X • ', 0 27 0.22 0.50 ' ' X' • ' • - Low-E EC 366 Argon 0.22 0.23 0.55 45 X .,, . =-. r 0.22 0.21 0.50 • ,X, ,•, ,_,.: Double Hung Fixed Low-E 180 0.32 0.57 0.69 53 0.32 0.52 0.62 _ Low-E 180 Argon 0.28 0.57 0.69 57 _ I 0.28 0.52 0.62 Low-E EC 180 Argon 0.23 0.55 0.68 44 0.23 r 0.50 0.61 _ Energy Saver 0.27 0.36 0.62 54 1 0.27 0,33 0.58 , X Ener! Saver Plus 0.27 0.24 0.56 54 b'• 0.27 0.22 0.50 r•X Q_ Energy Star Northern 0.28 0.57 0.69 57 4. 0.28 0.52 0.62 Energy Star North Central 0.27 0.36 0.62 54 • •X 0.27 0.33 0.56 •X Energy Star South Central 0,27 0.24 0.56 54 X•; 0.27 0.22 0.50 •;;X•. X Energy Star Southern 0.31 0.24 0.56 52 ', ;;i. 0.31 0.22 0.50 Clear 0.47 0.69 0.72 43 M, 0.47 0.62 0.65 Low-E 0.31 0.37 0.63 54 0.31 0.33 0.57 Low-E Argon 0.28 0.38 0.63, 58 „X, ,, 0.28 0.33 0.57 Low-E EC Argon 0.23 0.36 0.62 41 X ' 0.23 0 32 0.55 %'' - • Low-E 366 0.31 0.24 0.57 55 - III' 0.31 0.22 0.51 MM Low-E 366 Argon 0.27 0.24 0.57 58 - • X Y 3f i'.!, 0 27 0,22 . 0.51 )l-; id Low-E EC 366 Argon 0.22 0.23 0.55 45 ,,k' X, 0.22 0.21 0.50 X,;,, X Fixed Low-E 180 0.32 0.57 0.69 51 0.32 0,52 0.62 - Low-E 180 Argon 0.28 0.57 0.69 57 0.28 0.52 0,62 Low-E EC 180 Argon 0.23 0.55 0.68 44 0.23 0.50 0.61 Energy Saver 0.28 0,36 0.63 58 X 0.28 0.33 0.57 X• r Energy Saver Plus 0.27 0.24 0.57 58 X `• X n`a h. 0.27 0.22 0.51 X, S Energy Star Northern 0.28 0,57 0.69 57 0.28 0.52 0.82 IIIIII Energy Star North Central 0.28 0.36 0.63 58 X.,amg, 0.28 0.33 0,57 ` kk , Energy Star South Central 0.27 0 24 0.57 58 X 0.27 0.22 0.51 X r: Energy Star Southern 0.33 0.24 0.57 55 _ '. ` :a P- 0.33 0.22 0 51 Clear 0.48 0.66 0.69 44 0.48 0.60 0.62 , Low-E 0.33 0.35 0.60 52 0.33 0.32 0.54 Low-E Argon 0.30 0.35 0.60 55 11, 'X 0,30 0.32 0.54 X , Low-E EC Argon 0.25 0.34 0.59 40 f;.' .X I. L•''0.25 0.31 0 53 ' " ' ;•X• III Low-E 366 0.33 0.23 0.54 52 C,-; r 0.33 0.22 0.49 Low-E 366 Argon 0.29 0.23 0.54 55 • ')( X •r• • • 0.29 0.21 0.49 X Low-E EC 366 Argon 0.25-k•-- 0.23 0.53 44 _X „ X -^. 0.25 0.21 0.48 ?'_Nt " Horizontal Slider Low-E 180 0.34 0.55 0.67 49 0.34 0.49 0,80 Low-E 180 Argon 0 31 0.55 0.67 54 0.31 0.49 0,60 ~ Low-E EC 180 Argon 0.26 0.53 0.65 43 ;m•• ,;r 0.26 0.48 0.58 k%.: Ener. Saver 0.30 0.35 0.60 55 �X 0.30 0.32 0.54 • •••' Energy Saver Plus 0.30 0.23 0.54 52 • fir?*fir?*r�, 0.30 0.21 0.49 X,,;, " ;,;' Energy Star Northern 0 30 0.55 0.67 54 0 {e••, 0.30 0.49 0.60 1)1` -P Energy Star North Central 0.30 0.35 0.60 52 • X .. 0.30 0.32 0 54 X' Energy Star South Central 0.30 0.23 0.54 52 X -.:X.. r 0.30 0.21 0.49 • X."•p1c,,fit;, . Energy Star Southern 0.33 0.24 0.54 50 •.?•6' 0.33 0.22 0.49 ; t �In1T 2316 Antone Way Tim K. Garrison, P.E. NOVY LUII Anacortes,WA 98221 1.16 Phone:(360) 708-1865 Consulting Engineer CITY OF ANMCL, TimG@TimKGarrison.com Structural Lateral Analysis: New Home at 1600 Latitude Circle, Anacortes, WA Client: Cascade Building Designs, Chris Felt CCI Job Number:T17081 Building Design:John Cawley Date: October 24, 2017 GAR* ,1 V ri 't/ ... . i I 11, A‘ C ' .� 1iarvnlr / CL (1 . Iludive. SOW jp . 1 INDEX: Design Drawings,Callouts and Specifications. S 1 (24"x36") Calculations. C1 —05 , Total No. of pages excluding cover sheet: 1,24x36+5, 8.5x11 Notes,Disclaimers: ConstructionCalc,Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). C( 2316 Antone Way Tim K. Garrisons P.E. Anacortes, WA 98221 Phone: (360) 708-1865 Consulting Engineer col TimG@TimKGarrison.com L4kt L W Of 2 d 22 21 2,6( MEM A .3$ •. �,,,ez c 2--eA- I,, ,, t.,,u) ,, �q q11 al • --A 1 =�i���ii`ii4iii II ,, Imr-i kis" mum s w � i. � . i . _ . - (5) E 1 3 ' 6' I _. p , . r 11,,__. ,,, _ I, 1 , _ , ___ �, . 1 0 r 0 >Is� 0 _ I F L �i of (ol —I - - — ,� _ ��.r� 1 c 1 I_1 Fil-r; / _; illMin°y re el :I F t rta - CI Structural Design Loads - IBC 2015 & ASCE 7-10 Seismic Calculations - Per ASCE 7-10 Project New Home -Chris Felt Job No t17081 Date 10/24/17 Location 1600 Latitude Circle, Anacortes, WA USGS 0,2 Second Response Ss = 1.101 %of gravity USGS 1.0 Second Response Si = 0,437 % of gravity No. of stories above ground lev. I Two Stories Site Class Stiff Soil Profile D(ryp.) • Risk Factor i Comm'',Industrial,Residential-Med Hazard,II 'r' Eciuiv Lateral Force Method Seis importance, IE = 1.00 Structural System Bearing wall-wood or light steel shear wall v .2 sec response, Ss = 1.101 Ss use for Cs = 1.101 Is structure regular and 5 stories or less? I Use Ss=1.5 max for Cs calc 1 sec response, Si = 0.437 Site coef, Fa = 1.060 Redundancy factor, p= 1 Site coef, F„= 1.563 Period, long-period (Map, ASCE7-10, p. 224, fig 22-12), TL = 16 Response mod coef, R = 6.50 Height of top of building, hn = 26 ft 0 - Str factor, Do= 3.00 Defi Amplf, Cd= 4.00 EQUIVALENT FORCE METHOD, ASCE7-10, 12.8 Ht Limit 65.0 ft Required Seismic Design Category D Spectral accel parameter, SMS = 1.167 Height Limit(feet) 65 Spectral accel parameter, SM1 = 0.683 Max. Allowable Story Drift 0.015 hsx or L 167 Design spectral parameter, Sos = 0.778 0 -Str factor, 00 3.00 Design spectral parameter, SDI = 0,455 Seismic Base Shear, V 0.120 *W Building period coef, CTs = 0.020 Horizontal Seismic Load Effect, Eh 0.120 *W Approx fundamental period, Ta = 0.230 Vertical Seismic Load Effect, Ev 0.156 *W Upper limit period coef, Cu = 1,400 Seismic Load Effect E = Eh t-Ev 0.276D & -0.036D Building period, use, T = 0.322 LRFD Comb 5 1.356D + Eh + .5L + .2S Csmax= 0.304 LRFD Comb 7 0.744D + Eh Csmin = 0,010 ASD Comb 5 1.109D + .7Eh Seis response coef, Cs = 0.120 ASD Comb 6b 1.078D + .525Eh + .75L + .75S Min diaphragm force, Fpx min = 0.156D ASD Comb 8 0.491 D + .7Eh Max diaphragm force, Fpx max= 0.311 D Wind Loads Per ASCE 7-10 - Analytical Procedure Wind Loads On Buildings - MWFRS, Directional Procedure - All Heights ASCE7-10, Chapter 27 Project New Home -Chris Felt I Job No t17081 Date 10/24/17 Building Wind Exposure Exp C-Where exp.B and D don't apply. Enclosure Classification 'Enclosed Building(Typical) . 3-Sec Gust, Basic 120 mph r . ASCE7-10 maps, Fig 26.5, p247 Method ASD,Bask Combos.Stress increases allowed for wood only, r j • Load Comb Factor 0.6 Roof Pitch 1, max. 5.00 /12 Slope 1 8 = 22.6 deg Roof Pitch 2, max. 5.00 /12 Slope 2 9 = 22.6 deg A Mstr- 2012 IBC Loads Calcr 6-6-17 10/24/17 63 Hill Shape Topographic Factor Not Applicable • LIB 2.29 Building Width Perp. To Ridge B = 34 ft h/L 0.29 Building Length Parallel To Ridge L = 78 ft Gust Effect Factor G = 0.85 Mean Height Of Roof(ft) hi„ = 23.0 ft 3-Second Gust Power Law Exponent a, = 9.5 Eave Height(ft) heave = 20.0 ft Normal Ht.Of Atmosp. Bndry Layer zg = 900 ft Directionality Constant Kd = 0.85 Velocity Press. Exposure Coefficient Kh = 0.929 26.8 ASCE 7 Height of Hill or Escarpment(ft) I-I = 300 ft IBC Load Factor for ASD Wind-1605.3.2 C)= 0.60 Narrowest Half-Width of Hill at Half-Height(ft) Lh = 500 ft Topographic Factor Kzt = 1.000 Horiz. Distance From Crest To Bldg. Site (ft) x= 40 ft Velocity Pressure @ mean roof ht. qh = 29.10 psf Windward Wall Pressures Internal Pressure Elev K Intermed. Windward Internal Pressure Value q, Wall 0-15 feet 0.849 15.96 psf 10.85 psf +/- 5.24 psf 15-20 feet 0.902 16.96 psf 11.53 psf 20-25 feet 0.945 17.77 psf 12.08 psf Longitudinal (Parallel To Ridge) 25-30 feet 0.982 18.47 psf 12.56 psf 30-40 feet 1.044 19.62 psf 13.34 psf Leeward Wall Side Walls 40-50 feet 1.094 20.56 psf 13.98 psf -4.23 psf -10.39 psf 50-60 feet 1.137 21.37 psf 14.53 psf (Outward) (Outward) 60-70 feet 1.174 22.07 psf 15.01 psf Roof Pressures - 70-80 feet 1.208 22.70 psf 15.44 psf Based On Posn. Pressure Down Ridge 0 to h/2 -13.36 psf Transverse (Perp. To Ridge) h/2 to h -13.36 psf h to 2h -13.36 psf Leeward Wall Side Walls > 2h -13.36 psf -7.42 psf -10.39 psf (Outward) (Outward) Horiz pro' 13.34 psf Slope 1 - 20.8 psf 5.00/ 12 lbd -6.46 psf -8.91 psf 0.56 psf 12.56 psf 20.0 psf i 12.08 pif +/- 5.24 psf 19.5 psf 40 +/- 5.24 Rid i 11.53 {.�sf ...40, +/- 5.24 psf . � -7.42 psf 19.0 psf '- -- +/- 5.24 psf 10.85 psf ..,.� 18.3 psf CY I 34.00 ft I -.. _... } Roof 1 slope: 5:12 0.39 rads 22.62 deg ✓ Roof 2 slope: 5:12 0.39 rads 22.62 deg Press, slope 1, roof, horiz proj: 5.9 psf Press, slope 2, roof, horiz proj: 5.9 psf A Mstr - 2012 IBC Loads Calcr 6-6-17 10/24/17 ConstructionCalc, Inc Lateral Load Calculator Job No.: t17081 Job Name: Felt By: tkg Architect/Designer: Cawley Date: 10/24/2017 Building: house+garage SEISMIC LOAD CALCULATOR Seismic Factor: 0.120 Roof Snow 25 psf Fir Storage LL Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s dn e-w Dim 1 1412.00 1317.00 Dim 2 1.00 1.00 Mul factor 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 tii Trib Area 1529.7 0.0 1426.8 0.0 0.0 0.0 0.0 0.0 no,o Dead weight,psf.; 15.0 r 15.0 1 15.0 ` 15.0 1 15.0 [ 15.0 1 15.0 T 15.0 I Seismic factor.; 0.120 ; 0.120 , 0.120 'I 0.120 , 0.120 , 0.120 , 0.120 , 0.120 Calc'd seis load 2753.4 0.0 2568.2 0.0 0.0 0.0 0.0 _ 0.0 Dim 1 150.00 2160.00 Dim 2 4.00 1.00 rfa Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Trib Area 600.0 0.0 2160.0 0.0 0.0 0.0 0.0 0.0 I I w Dead weight,psf.F Y 10.0 I 10.0 f 10.0 [ 10.0 1 10.0 1 +10.0 10.0 10.0 ; Seismic factor.i 0.120 1 0.120 1 0.120 ` 0.120 1 0.120 I 0.120 1 0.120 I 0.120 ; Calc'd seis load 720.0 0.0 2592.0 0.0 0.0 0.0 0.0 0.0 Dim 1 1178,00 Dim 2 1,00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area, 0.0 0.0 1178.0 0.0 0.0 0.0 0.0 0.0 Dead weight,psf. 15.0 15.0 1 15.0 115.0 1 15.0 r 15.0 r 15.0 ; 15.0 ; Seismic factor.[ 0.120 a 0.120 0.120 1 0.120 1 0.120 I 0.120 10.120 I 0.120 a Calc'd seis load 0.0 0.0 2120.4 0.0 0.0 0.0 0.0 0.0 Other GLs 3473.4 3473.4 10754.0 Seismic Applied V 3473.4 3473.4 10754.0 10754.0 0.0 0.0 0.0 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s dn e-w 0 0 0 0 Dim 1 34.00 20.00 156.00 cv Dim 2 6.00 6.00 1,00 ui Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area 204.0 120.0 156.0 0.0 0.0 0.0 0.0 0.0 Wind psf load; 5.9 I 5.9 ; 5.9 r 5.9 I 5.9 I 5.9 I 5.9 I 5.9 Calc'd wind load 1203.6 708.0 920.4 0.0 0.0 0.0 0.0 0.0 Dim 1 42.00 33.00 42.00 33.00 in Dim 2 4.00 4.00 5.00 5.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 A X Trib Area 168.0 132.0 210.0 165.0 0.0 0.0 0.0 0.0 w Wind psf load[ 19.5 1 19.5 19.5 [ 19.5 19.5 1 19.5 1 19.5 19.5 j Calc'd wind load 3276.0 2574.0 4095.0 3217.5 0.0 0.0 0.0 0.0 Dim 1 78.00 35.00 in Dim 2 4.50 4.50 - Mul factor 1.00 1.00 1.00 , 1.00 1.00 1.00 _ 1.00 1.00 , x Trib Area 0.0 0.0 351.0 157.5 0.0 0.0 0.0 0.0 w Wind psf load; 18.3 ; 18.3 ; 18.3 , 18.3 , 18.3 , 18.3 ; 18.3 ; 18.3 Calc'd wind load 0.0 0.0 6423.3 2882.3 0.0 0.0 0.0 0.0 Other GLs 3282.0 Wind Applied V 4479.6 3282.0 11438.7 9381.8 0.0 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s dn e-w 0 0 0 0 Controlling V 4,480 lb 3,473 lb 11,439 lb 10,754 lb 0 lb 0 lb 0 lb 0 lb Controlling Force Type wind seismic wind seismic - - - - ConstructionCalc, Inc e5 Description: up n-s Distribution of Lateral Loads Total V, unfactored 4,480 lb Building: house+garage Wind or Seis control?(w or e) wind Total V,factored 2,688 lb Grids 21,22 23,24 Percentage V 50% 50% 0% Leftover V/grid 1,344 lb 1,344 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 2,688 lb Sum check OK Min. Min. Grid Pnl 1 PnI 2 Pnl 3 PnI 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use GW use 13.0 If 9.0 If 5.0 If 27.0 If 50 plf 1 PW 5GW 13.0 If 9.0 If 5.0 If 27.0 If 50 plf 1PW 5GW Description: up e-w Total V, unfactored 3,473 lb Wind or Seis control?(w or e) seismic Total V,factored 2,431 lb Grids 2a 2b,2c Percentage V 40% 60% 0% Leftover V/grid 973 lb 1,459 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 2,431 lb Sum check OK Min. Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 PnI 6 PnI 7 Pnl 8 PnI 9 Pnl 10 Sum Eh PW use GW use 2.5 If 7.6 If 7.6 If 2.5 If 20.2 If 48 plf 1 PW 5GW 8.0 If 3.0 If 8.0 If 3.0 If 8.0 If 30.0 If 49 plf 1 PW 5GW Description: dn n-s Total V, unfactored '11,439 Ib Wind or Seis control?(w or e) wind Total V,factored 6,863 lb Grids 1-3 4-6 Percentage V 50% 50% 0% Leftover V/grid 3,432 lb 3,432 lb 0 lb' 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 6,863 lb Sum check OK Min. Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 PnI 5 Pnl 6 PnI 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use GW use 1-3 6.2 If 7.3 If 5.4 If 5.0 If 23.9 If 144 plf 1 PW 6GW 6-3 5.0 If 8.5 If 4.5 If 24.0 If 42.0 If 82 plf 1 PW 5GW Description: dn e-w Total V, unfactored 10,754 lb Wind or Seis control?(w or e) seismic Total V,factored 7,528 lb Grids a-c e Percentage V 50% 50% 0% Leftover V/grid 3,764 lb 3,764 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 7,528 lb Sum check OK Min. Min. Grid Pnl 1 PnI 2 Pnl 3 PnI 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 PnI 10 Sum Eh PW use GW use s-c 3.0 If 3.0 If 2.5 If 7.6 If 6.31f 2.5 If 3.8 If 3.8 If 32.5 If 116 plf 1 PW 6GW 7.0 If 4.0 If 5.0 If 14.0 If 7.3 If 4.0 If 4.0 If 45.3 If 83 plf 1 PW 5GW Uplift Calculator Panel I.D. c ! Unit lateral load,factored,Eh,plf 116 plf Upl!ftRange Panel horiz.length,ft. 3 8 ft Panel ht.(mom-arm),ft. 10.0 ft Add'l uplift from upper story,Lt.end,lb - Add'I uplift from upper story,Rt.end,lb Dead point load at Lt.end,lbs. 2,480 lb - Dead point load at Rt.end,lbs. 500 lb No.AB's to help keep Lt.end down 1.0 ea. No.AB's to help keep Rt.end down 2.0 ea. Dead weight UDL,plf 160 plf Uplift Lt.end,ASD comb 7,8 -1,010 lb #DIV/01 #DIV/0' #DIV/0l #D!V/0! #DIV/01 #DIV/0! #DIV/0! #DIV/0! Uplift Rt.end,ASD,comb 7,8 -322 lb #DIV/0l #DIV/0! #DIV/0! #DIV/0l #DIV/0! #DIV/0! #DIV/0! #DIV/01 Aspect Ratio Calc'r-205 NDS ARRange Panel ID c Unit lateral load,factored,plf 116 plf Wind or Seis? 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'• !' • . 1 t i _� . r •' $ J 1 �1 • r _ . I ,lei_ -- t. ! 1� ♦ •, , ( �� ` '• 1 �' '. -/ 4�.,0 -� r'Idr1i 1 ,Y.�S<M 1 � 1 f_ . \ ` \ 4 Revisions/Dale {I DURING CONSTRUCTION, THE RUNOFF WILL �{ BE CONTROLLED WITH SILT FENCES AND SHALLOW SWALES TO PROTECT THE ~ \ \ \ � � ` I ADJACENT AND DOWNSTREAM PROPERTIES. \ 2 I p I N ` 1 VERIFY ON-SITE; METHODS WILL BANY OR ALL OF E USEDAS NEEDED;E FOLLOWING ITCATCH \ n OF EXISTING FIRE HYDRANT ALES, COVERING EXPOSED SOIL WITH \ i \ \ �O �� I c LOCATION NEAREST BASIN INSERTS, STRAW WATTLES, DIVERSION \k.. I jt aJ 11Q'1 y Ia T P IC. \ C���� \} a �iT�j A ; STRE AND DITCHES WILL BE CLEANED Ltf \ , a - 11.-2 / ,%.: DAILY 0 OSION RUNOFF, IF ANY, \\ P lam`_ _ — _ BEARING ANGLES UNKNOWN 192.16' — / / / J-t7 /P4. I /i \ iW- .µ`.—._.�' / Dom/\ t) l C l6% ` i- 6TL -e'' ss \ ��265�W TS ,,• • -t %"%" NOTE; N tVr ,, S S gk� R •- • ALL UTILITIES UNDERGROUND, 00 OS - , A t._ / / VERIFY LOCATIONS OF EACH. REQUIRED ROCK/GRAVEL % �i �, O\ '^ y CONDUIT UNDER DRIVEWAYS CONCRETE DRIVEWAY CONSTRUCTION ENTRANCE c+• \ 1 I \` \ AS BASE UNDER THE ASSUMED EDGE OF , 'tri �. : WI. �Ft „r — AND/OR WALKS AS NEEDED. PAVEMENT LOCATION t� \ \ Vf sk 9 i . P� % PROPOSED DRIVEWAY (VERIFY) vo t 1\ %so oN`' �sy i 'oat • . •.✓ • \ \ + Iz. � � V4 ' P i 4' ' e, �NC • y 10'SHARED DRIVEWAY AND UTILITY EASEMENT \ a: O • 2��✓' ' % • '. • \ Gam+ UN /1.' I I BEARING ANGLES UNKNOWN *40.64' �� S 1d 1 if; � \ C I I `' —'— -- -' ' t�PtL?OS' •.•6tyCpON \•\ o /_,... 'j 'ff. I I I PROJECT INFORMATION ° \j I I NOV 0 '7 2011 °s, :,i STOCKPILE OIL •' I ' - • • .` PROJECT INFO: This project consists of a new wood-frame, _ \` STOCKPILE AREA // - I f I I I y J \ • J I two-story,single-family residence with crawl-- \% a ' { DES �:-' ,. . •-.. •• cry �G I space,attached private garage,and front porch, a , •I • \` e, \ \ ���` ' QORc,// ,1< •• �� / P I OWNER: H&F Investments LLC , c \ �\ 1 S1 _ ��1�� / J • ` pt7 m . 10526 Chuckanut Drive y ,� t,- i��� , • 4 IPP °S�o Go- ,/ V�tER ...... I Burlington, WA 98233 I \G t R x t \ / \ to tn CONTRACTOR: H&F Investments LLC 1 \ �� �, �, � � 10526 Chuckanut Dnve `\` �' /`-'.�� t� i I q o Burlington, WA 98233 I \ att'o t \t ``•,_-=// °�tC� •f•Y t-• �'� , I$ PROJECT ADDRESS: TBD t , / E°' t I 1 Anacortes, WA 98221 1 15.-I r i `•.� \\ / / / '\., \ t LEGAL DESCRIPTION: Baring's Add to ANA, Lots 7 to 11, ELK \ t / // 1 Z 19U8, TWO SLY 1/2 VAC 4T HST W 1 \//.�--7\ j/ 1• 1\\ \ / Rust co ADJ ORD#1726 t \ 0 \',t� // — p0fi 1 PARCEL #: P56573 / I\ '\ \ 7,, \ H t • I 2 ASSESSOR'S #: 3774-908-011-U 0009 �+ \ \ G S / t ':; PPS°. I CODES: 2015 International Residential Code(IRC) V 0 / \ / _ L � BUILDING HEIGHT: Two-Story (± 25'-10") S. \ / -----''-- T$4 I See front elevation on sheet#2. N `*\ I LOT SIZE/COVERAGE: ±17,110 sf Lot -\ i} ` ± 2,596 sf Building Footprint = 15.2%u of Lot ,., ' \ - r i6 f� IMPERVIOUS AREA: Roof Outline (plan view) 2.786 sf t�i l" + I Remaining Front Deck 198 sf • l 20.° ✓)t C A ID i 1 I Remaining Rear Patio 100 sf t rr U ' I Remaining Driveway/Wallc on Lot + 1,618 sf T T;i \ % � 5 Total Impervious = 4,702sf t 4;\*..,... 1{ / — — — — — — — DRAWING SHEET INDEX t -1 L 4 (C SHEET# DRAWING DESCRIPTION z a i lI �o I SITE PLAN t \ LI`T - I. a"' PROJECT INFORMATION aC / „,..,----i51. +n M Zp t SQUARE FOOTAGE INDEX 2 LANDSCAPING PLAN CC \i,....., \ — AREA DESCRIPTION AREA SITE SECTION Z 3 ELEVATIONS (FRONT, LEr 1 ) z LMNG AREA (1ST FLR) 1699 5F 5 F— .- `\` LMNG AREA (2ND FLR), INCLUDES STAIR 1178 SF 4 ELEVATIONS (REAR, RIGHT) n- iJ \ / ,/ ; TOTAL LIVING AREA = 2877 SF_ 5 FOUNDATION PLAN 1--CC \ �'" 6 FLOOR FRAMING PLAN (1ST FLR) S T WT 5' .°°' GARAGE AND MECHANICAL 597 SF 7 WALL FRAMING PLAN ( tST FLR) Dram by: i le FRONT PORCH 60 SF SCHEDULES (DOORS AND WINDOWS) JMC Dom - 8 FLOOR FRAMING PLAN (2ND FLR) October 7,2017 - ROOF FRAMING PLAN (LOWER ROOF) FRONT DECK, UNCOVERED PORTION 240 SF scales - - - 9 WALL FRAMING PLAN (2ND FLR) 1"=10'-0" u.n.o. i ' SITE PLAN REAR PATIO 201 SF 410 ROOF FRAMING PLAN (UPPER ROOF) ShKtk: t1.11011.1.o 10 5 11 I1 BUILDING CROSS-SECTION(s) 1 \C 0 ` Scale:r=tD o TYPICAL WALL SECTION 1‘'. a•�( of f Sheets DURING CONSTRUCTION, THE RUNOFF WILL BE CONTROLLED WITH SILT FENCES AND \ \ \ SHALLOW SWALES TO PROTECT THE Kcvis+on/DJIc ADJACENT AND DOWNSTREAM PROPERTIES. \ \ \ ILg v) ` ANY OR ALL OF THE FOLLOWING ADDITIONAL \ VERIFY ON-SITE;\ Z I� I 8 METHODS WILL BE USED AS NEEDED: CATCH 18 LOCATION OF NEAREST BASIN INSERTS, STRAW WATTLES, DIVERSION { \ v l EXISTING FIRE HYDRANT\ ! \ \DIk S� I c ` WALES, COVERING EXPOSED SOIL WITH l \ (7�� �l ,n �+ 1 P IC. 1 A� '� �, I p �.\j STREE AND DITCHES WILL BE CLEANED \ \ C�� t A DAILY 0 OSION RUNOFF, IF ANY. \1. P P` �`_-_ _. _� _ _ _ BEARING ANGLES UNKNOWN f92,16' _ _ Z / / / \ / 4.— W- _ q \ \ .,... a. ! Gt, i i . ....-- L SEE ,,„bcf* 5 lO5A�6 '��� ' { / / ALLEtTILTIES UNDERGROUND, \ �� cip oo \ \,,, _.___•_\kg...---\ NO ` FJ`SE,„, \ �/- * / / VERIFY LOCATIONS OF EACH. REQUIRED ROCK/GRAVEL s\ Cx P• crs l 1 CONSTRUCTION ENTRANCE �` \ a. •:-.1,. CONDUIT UNOF.R DRIVEWAYS CONCRETE DRIVEWAYAS E UNDER THE ASSUMED EDGE OF M C. \ ' PROPO ED DRIVEWAY PAVEMENT LOCATION t�Y , sit\Ft i� AND/OR WALKS AS NEEDED. \ RIB) \ \+ I.t)�pta5 ��i• /•• . S6�08Py ' •4, . • `;e.� In vi p ' • s e p ^ /•/ 20' SHARED DRIVEWAY AND UTILITY EASEMENT N Q p .21. Agar-- • I I \ To as s iviogp.....„ ..-- .. .„ I N r''''''''' ' ---. 3 I.\ _ . / • o I /x 0. W ...._ C f ° . , „ / I I BEARING ANGLES UNKNOWN 340.64' `` -o OSEQN103CNpN \\ 4Rp�es` / . . . ._ . :. . . / 1�. I I I PROJECT INFORMATION I .( ,, ; j _ ( �0c,0 • 2d ' / ?�C i I I 11�1�j' F� 1 \ T' EMPORARY SOIL \ �� STOCKPILE AREA _ \ / t . I I I PROJECT INFO: This project consists of a new wood-frame, w / !t, ' \ pEpK ;: '� two-story,single-family residence with crawl tt ... \ ,/ ,, 6� -G space,attached pnvatte garage,and front porch. �. \ \ ��� i , t P , OWNER: H&F Investments LLC SS � , _ \ 10526 Chuckanut Drive t �'IG / / ps�p #' EA o $e I Burlington, WA 98233 t � i t / vs CONTRACTOR: H&F Investments LLC !/`d t,;C, 'tER SCR `i / \ 10526 Chuckanut Drive N.�` " �t\ i I o Burlington, WA 98233 ,, ' �pF I g PROJECT ADDRESS. TBD / / \1R��p r I I Anacortes, WA 98221 �' p t. t U P V ; \ \ i / ?Ste \ , 3 15 t0' \� 1�t i > t '+ `t - E LEGAL DESCRIPTION: Baring's Add to ANA, Lots 7 to II, BLK \ o /. i / tt t` ;I z 1908, TWG SLY 1/2. VAC 4'1' HST W \ \ A ['� -j / tt\� ,I �', ADJ ORD#1726 \ ,,, \ %; .„-- to o i ,�Ut / \Rppf I PARCEL #: P 56573 \ t / I z o. p \, / ASSESSOR'S #: 3774-908-Ol 1-0009 \ s ' -rp�0 • I CODES: 2015 International Residential Code(LRC) \ \ / - BUILDING HEIGHT: Two-Story (± 25'-10") c \\ /I 1e.o I See front elevation on sheet#2. w tl V-• I LOT SIZE/COVERAGE: ±17,110 sf Lot e, ± 2,596 sf Building Footprint = 15.2%of Lot � tiltC mr IMPERVIOUS AREA: Roof Outline (plan view) 2,7R6 sf l V I t t© I Remaining Front Deck 198 sf 0. 1 Remaining Rear Patio 100 sf Zp,p\ . y. :- '^ i• Ct D '9 r I I Remaining Driveway/Walk on Lot + 1,618 sf V \ 5bi'otal Impervious = 4,7U2 sf ` / _ --— _ _ i__ DRAWING SHEET INDEX / ' SHEET 11 DRAWING DESCRIPTION Z \ '-+ ( 0 1 SITE PLAN t = ` J / a N PROJECT INFORMATION Q cp, 0 M 1p R 5• SQUARE FOOTAGE INDEX 2 LANDSCAPING PLAN O I \ / ' SITE SECTION V- AREA DESCRIPTION AREA Z I LIVING AREA (1ST FLR) 1699 SF 3 ELEVATIONS (FRONT, LEFT) i LIVING AREA (2ND FIR), INCLUDES STAIR 1178 SF 4 ELEVATIONS (REAR, RIGHT) w '/ i /� \ TOTAL LIVING AREA = 2877 SF 5 FOUNDATION PLAN I= (/)0- /NI 6 FLOOR FRAMING PLAN (1ST FLR) �Z�'p� GARAGE AND MECHANICAL 597 SF 5 e�s.,n Dn„nhI•: 7 WALL FRAMING PLAN ( IST FLK) SCHEDULES (DUURS AND WINDOWS) 11/4'. ) JMC FRONT PORCH 60 SF We 8 FLOOR FRAMING PLAN (2ND FLR) October 7,2017 ROOF FRAMING PLAN (LOWER ROOF) FRONT DECK, UNCOVERED PORTION 240 SF Sole _ 9 WALL FRAMING PLAN (2ND FLR) 1"=10'-0" u.n.o. SITE PLAN REAR PATIO 2D1 SF Shcctf: I 410 ROOF FRAMING PLAN (UPPER ROOF) 105 10 IIMMI= 11 BUILDING CROSS-SECTION(s) 1 TYPICAL WALL SECTION scale.r=to o' of Sheets �' P 31681 I 1 TESC NOTES =, 05 Q P+ 1. Access Road `� \AO ` Construction vehicle access shall be limited to one route, unless otherwise approved by the official. cel 1 �'9 �+ . ` I I A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as (_�6A �C , I possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the '3;O' �11j /! — — satisfaction of the official P V /' % 19 If conditions are such that an Insufficient amount of material Is removed from the tires by contact with the o • FENCE " ' cfy • aggregate, the tires shall be washed prior to entering the public right-of-way. If wear from this process shall ;, �' 3 = I 1 be directed to a sedimentation pond or other appropriate sediment trapping bmp for treatment prior to release ENCROACHMENT ;';:.. :\ PLAT 1 r' I to the public storm water system, a 22 9 A. r D _ k '� ' � �`" i' `�' The entrance shall be maintained in a condition that shall prevent the racking or flow of mud onto the public � w �� , /, '// . OF 48 NORTH —H right-of-way. Periodic maintenance of the entrance, including the removal and replacement of aggregate, and '� m EBPR g x d 'EXiSTi / --I cleaning and/or repair of sediment trapping devices shall be performed as conditions dictate or as directed by coI N� �S g56 ,, x "k ' CONC : "� P, #8 017 0 S 0 2 0 0 2 8 i I 1 the official ,`a,i C�� P �* /� / ' :j; %DRIVEWAY crar I i Sediment tracked onto the public roadways shall be cleaned (E,G., shoveling, sweeping, pickup) on at least a daily WCul c TEMPI SILT EXIST: /ln o w 5v DO / / ' .-� 2, Soil Stabilization ram, p o 3`� ` FENCE e GRASS ,/ ' \ 1 n All exposed soils shall be prevented from moving off-site or onto natural or artificial drainage systems through "1 BMPC23 ` i• / j I r'' 3• _ — — - suitable application of bmp's, including but not limited to sod or other vegetation, plastic covering, mulching, or � R3 x /• ` • ! j . i ,J application of ground base on areas to be paved. I co SSao ! cn r. cn \ 3. Protection Of Adjacent Properties a m 2 / I p, i �_ 1 Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer �i F O. 2 r' r f '1336�}4 = 5 i strips, sediment bafflers or filters, dikes, berms, or mulching, or by a combination of these measures and other ; `1 j o g rTi appropriate BMP's, Imo, \CI-5\ %' xls;r. i ; CHRSTPIERr & q o 0rr f (4.% 4, Maintenance %/ GR�SSS i . ', G IERYL /FELT f i All erosion and sedimentation control methods shalt be maintained and regularly Inspected by the permit applicant % / 18 In order to ensure continued performance during the like of the construction, (Note' without proper %/ / + / I �' CONSTUCTION—f maintenance, city / county building inspectors may suspend all authorized work on your project until corrective " - j 1 1 1 l l measures are completed) P12299� ' ' Q; %' r,�t r o P133676 ENTANCE I `144 olio �` 1% (1\S\g�� ? t4 CONCRETE BMP C 105 ". 5, Unusual Events �`G Any adverse effects of increased runoff (unusual or large storm events) resulting from land distribution o� jMP 'SI�T - ` �(:�CE o WASHOUT LOCATION ; ( �a. \ activities shall be controlled by appropriate measures as soon as possible, Additional erosion control measures O� ' , v p � � rn may be necessary where your project is located adjacent ton critical area P Q�, ` FENCE,.....: ,, ,g�,p BMP C154_ — — - ii; . ,\' ;[ BMP'C233 ` \x - �- STORMWATER MANAGEMENT E`�°? E sac°:-f ; °° �. ,'� q�; v o , � Summaries of Minimum Requirements pL p51 = %041,,,505a)--e, �,c11% 1 1 . 119% ,' `a t S J x I %�//////�i�i. ..'��S d 15� _ i i . See the Stormwater Management Manual (2005) Volume 1 for complete descriptions of these requirements. m P 3 • \N `N �. x 12�� '. PRIVATE 20 SHARED ACCESS & N\ Erosion Control Notes for Residential Construction -City of Anacortes to L ) ,,: �. 4°26 590 �.• ;! UTILITY ESMT AF 201702240096 ` . �_ A. Erosion Control Best Management Practices shall be in place per the accepted site plan prior to any F..-, S70°26'S9' W . �) ° _ _ s construction start, ,� tx 17,74' �, q'..' I, l I` i I B. The erosion control shall be Inspected once a day and modified to meet the surrounding conditions as ,.-1,, q k sil �,.:./ / t70 I needed, U as 4 / 40' %; °` ! I ct .�..v as \ / C. The storm drain system shalt be cleaned daily (Section 7-07.3), All drainage systems shall be cleaned to the ,...� a, ''"' g�,R iEMP SEDoy +! i acceptance of the City of' Anacortes prior to acceptance of the protect, . RE 569 ` RAP r : 3 a) eco o 0 `� ENO LS 9 \ 1 ! ' / 1 e D. Stabilized construction entrances and roads shall be installed at the beginning of construction and rd ' "' GPP P MP C 0 1-5 I N i i 1 maintained during the duration of the project, Additional measures may be required such as wash pads to ensure %� , P�6� �R &' PR�PGSED in 1 that all paved areas are kept clean. No mud is allowed to enter onto City streets, .� 0`C S-�pP 0 HOUSE `. . 17 I E. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days In DO 0 o '` 0.3' N �\ �(C. ; F 3' 16 the)dry season shall be Immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, a T, G��R`t SF r f P133675 l � O `�' \` \___ ,�'� �$ • P].33674 1 F. Two (2) weeks prior to the beginning of the wet season (October I), all disturbed nrens shall be reviewed to 1 -4 O�o ` ' ,�1.N -( � Identify which ones can be seeded in preparation for the winter rains, Disturbed areas shall be seeded within CD1 1 \S' .\0 I one (I) week of the beginning of the wet season, A sketch map of those areas to be seeded and those areas �"( ,--{ LP sa �1GSr VMp K/"' `� i 1/16 T H CORNER to remain uncovered shall be submitted to the Project Manager. The Project Manager can require seeding In ,� • N I additional areas in order to protect surface waters, adjacent properties or drainage facilities, o , FE x ' : ; ; FND REBAR NO 1 \ '� x'X Sp ' ' ! ! 1 1 G. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine Under Chapter 17.66 - C r' /�� w.,( +' p'.JC � CAP 0.50 EAST I Penalties for violation. Each day Is considered a different violation, p S 4 1= ; ! ,/ `; 1 OF LINE \ - EN �_ \ .c..3 , 1 ' `'' , ,.E0-( _ IV ...>.--) if'r S 0°46'54' WW ,.q ~:�' `� 20,04p., P1 1 ��-' - 1-6 - l \ 1,o- _S Via° 1r" �Ai� �01� U :le -�i - I CITY OF ANACORTE o 0 as This plan sheet is accepted for construction in accordance with the ;-.1 of Ano:odes ardnonces and i design with appieo6le lairs a the��the ortnmt°of the professional engineer,whose name and stomp appecr on Mk sheet ' *eking,compyinq.ith,and providing nxGgation for of Wad. ma NO. State, end Lad Lows,pan*,and mandates,Indudrq� C 1 not Gaited the Endongaed Species Act,Went Wetland Penrit, State Deportment of fisheries fydrades Permit,Federal Flood Pfok `� respore 7ty of Oerekper,Londoner,and thei Endow, Imo.: GRAPHIC SCALEr 0 0 10 20 80 411v5,..\:.,.....m,,, R,,fit, , / coe issaorae of this pamt wa not eu corahued a pool d/ I oon+pFaxa with appiroDk lows and permit rcairana+f: dos xQ 2017-12e t,P��'d' . DATE Jan, 20i0 07 , ..' CITY ENGINEER DATE SCALE 1"=20' ( 01 FEW ) 'iors, a �� The acceptance will expire one year from the date DRAWN: D. HSRRIGSTAD 1 inoh a 20 ft. sSroNaL au i wr VVV noted'bare, MCI D. HERxiGsrAn 1 January 11, 2018 SHOT of 1 ' 6 \ �\ � �� �2` I 19 \ I PLAT 9ap9-c- \ f -`' n, \\ \ \ AF -201705020028 \1 6 ,\ \\ \\ V A \ 3 ���»mmimnimmmmmmmomm�nn,, CD ' V P133694 \I �046 �-,H r R1 \ CHRISTOPHER & CHERYL FELT T, ,of wAsy;6,-6 - c,,7 a f \\ jL p11°Zagp \ SAL LAtS' /r j co PF 1 a l( !/f ;t. a \ ?OS r rrr tU4!" I t \ .--' ''�RA�,6 [-2..5--�.0C .� . \ '- '-- 9 0 4O000& i FND PLS ' GA` �� �\tiA2� PRIVATE 20' SHARED ACCESS & i� 70°co'59" W 7 V� S 1D°Z6' 9' UTILITY ESMT AF 201702240096 '.74' d `z \ 0 0\ \\ �J \, A -- \NCO 1 gR os16 '\1 6 0 \ oP 1 ` \ P133675 P133674 \ , \ �3 \ ii P`o6 pHER \ 1/16TH CORNER �N�\S\Q' �EL� \ FND REBAR NO\ cn I d, C 1�'',1$ SC \\ OFPL LINE EAST \ o� \ \ 0 - \ 1 , ,A.---5 0°46'54• W \ \ C ' ,-- 20,04' 6\ 5 ;6- W_ GRAPHIC SCALE \, \ P(t i ta'?j:. 20 0 20 40 80 \ r1DR8 9�9 S r- .. .® \ CPP "" v` ( IN FEET ) 1 inch = 40 ft. HERRIGSTAD ENGINEERING & SURVEYING Boundary Survey 4320 WHISTLE LAKE ROAD 1600 Latitude Circle, Anacortes ANACORTES, WA 98221 299-8804 Completed January 11, 2018 WALL FRAMING NOTES: Ita•isio0c/lbw ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS 0 16"ON CENTER, 11'-0' 2;' 0' FRONT DECK y ]'-0' / ALL INTERIOR WALLS TO BE 2x4 STUDS 0 16' ON CENTER EXCEPT WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). 21'-0 1, 3'-0' / 2) 12/13/2017 SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. I 3) 01/11/2018 AWAY FROM HOUSE AT MIN, 1/8`PER FOOT FOR DRAINAGE, \ - - - - - - - - - - - - DECK SEE EXTERIOR ELEVATIONS & DETAIL FOR TYPICAL WINDOW FRAMING HEIGHT. VERIFY DECKING. 78'-0" _ ELECTRICAL SUB-CONTRACTOR TO VERIFY LOCATIONS AND INSTALL SMOKE ALARMS WHERE REQUIRED BY CODE. / /OSA INDICATES SMOKE ALARM 32'-0" y 1O'-0' / QC - INDICATES CARBON MONOXIDE AL RM IS REQUIRED ON EACH FLOOR. `' ! - / 5'-6" ! 15'-6" 11'-0 / I 5'-3' 10'-3" FRONT PORCH: O 6 SEE DOOR SCHEDULE ON THIS SHEET, I 5'-0" 5'-3" TRELLIS ABOVE 6x6 PT SUPPORT POST BOXED `, of 36"AWNING ROOF ABOVE SEE PLANS AND ELEVATIONS 36"AWNING ROOF ABOVE TO 12"x12"FINISHED N o r 11 1OSIMPSON A866 POST ANCHOR,e SEE WINDOW SCHEDULE ON THIS SHEET, III 11 I , �� HH11 DECORATNE1 BRACKETS III FROM ENTRY PORCH DECK: 0) .11 - S � '; 1;1 1 /" M P F _e; INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE, (SEE EXTERIOR ELEVATIONS) III 4x10 IF HDR ��4 IT 41510 / .TO BE 'ED Y ENGINE' ;I 6 1:1 ENTRYT DOOR)THRESHOLD 1TO PORCH LANDING, N o f�l © 12 OF BEAMS (DOWN) SEE WINDOW SCHEDULE ON THIS SHEET. \-\---- - -- -- -----------•--------•----- -= -- _•- - \-\ \ Fri. �— — .�rrocxs�tta✓ h — — — — — — — — — — — — U J 6050 SLIDER XO f 9080 SOD MECHANICAL NOTES: �y4,' a .-.9 x 1060 f 1w"." 'I'MOT m sOP[oRnc �'M 4� 0 6'-0' 6'-0" i FIXED / Q m it&' rF[n ooT oIn 2 HVAC GAS FURNACE AND TANKLESS GAS WATER HEATER IN DRIP PANS PER PLAN. ;n 1 NOTE: 1 PORCH W 1 \p (VERIFY AND INSTALL EACH TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). // �'v I a VERIFY DECKING. o��t' O Li, In ' �i 0 o WINDOW `A" (WITHIN 2' OF DOOR) r-o N a DOWN (2)R DRIVEWAY cd y FOR GAS APPLIANCES: ♦ 4x10 F HDR V. OFFICE IS ALREADY MARKED TEMPERED , io I'� D. ^ �II� (t14'TOTAL) SEE SiTE PLAN e y a' \` GLASS ON BOTH WINDOW SCHEDULE ;- x0 �I^IJ I O PLATFORM if REQUIRED 18'(h). R-10 PAD if REQUIRED. SEISMIC STRAP. P.R.TOP OUTSIDE. ��� ��-- - I�/A ✓ m --+ / 5050 SLIDER OX 4 .; AND EXTERIOR ELEVATIONS, \ 4n� v 4x10 F HDR I - - - - \7 oA 00 MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. 1 EGRESS f15.0 SF S.A. WINDOW 'N' IS MORE THAN 2' t/ --� �dG's de 1p = DUCT AND BLOWER DOOR TESTING REQUIRED. ii AWAY, IN ANY DIRECTION. I•, 0 6050 SANDER XO < 4'-0 1/2" - 6'-8 1/2"—_ 21'-3" 10_0' 3'-10 1/2" 16'-3' 3'-10 1/2" 0 PER OWNER;APPROXIMATELY 250' TO NEAREST EXISTING FIRE HYDRANT. n R d / / / 1 THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM. - i0 \ z 1 ti ®-I LINEN m LIVING 0 0 9 PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4,9. oo I I • ESTIMATE J 17 10 11, DATED DECEMBER 1ST, 2017 WAS PROVIDED TO OWNER BY: SHELVES IN • N ;,/tFi34t i' - —\_— — ——T,.".so„dp„'( �.. C COMMERCIALFIRE PROTECTION, INC, a iI \-, -- 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 o I o e. ?, Og O - DINING S.A. GARAGE DOOR HEADER a P 360-848-9093 F 360-848-1072 = I % MASTER n S.A, ,0 a 1 GSA. p" 1 5.25`x)1.875'VERSALAM 2.0 2800 DF r CSI CONTRACTOR'S LICENSE f: COMMEFP132MM \ \- G o 0 SUITE 'v 0 R'Oo I 8' 52a,• AL 'I-4'-0' STAIR M 21'-1" 8'-5 1/2' �/00 7'-6 1/2• 13'-6 1/2" 4'_11• 3'-6 1/2" / FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; o `� ."� �• / a I ` L _ m / 7=9• / 5 9 1/2• / of PROVIDE A MINIMUM 3/4'WATER METER,AND RUN MINIMUM 1.25" HOPE PIPING FROM THE WATER METER TO THE POINT C R1- _ WHERE THE SPRINKLER SYSTEM CONNECTS IN THE GARAGE. ���! POWDER 7� ! 5'-3' V 2 �` �� riiiil 'op 12'-0` n °' `-S n- ENGINEER D BEAM (DOWN) I 16' O'(w)x8'-0`(h) -, En i j COPIED FROM #11103 RESIDENTIAL ENERGY CODE WORKSHEET: •S- I i OVERHEAD GARAGE DOOR 1O'-0' 2'-0'tv o'1, v TO BE SIZED BY TRUSS or STRUCTURAL jt 1 __ \�j� 'a de n m ENGINEER F-R 2ND FLR ABOVE - - I c'S 1 l- -- 16'-3•x8'-1 1/2• R.O.Ji `��. OPTION CREOIT(S) o �. ._ n \ \ _ -_ _ _ 6 0 p 10 \ ` A ' - =_ •— — � —K ' —x.• ,n �\ 6- l0 OPTION 10: 0.5 n,� 2" __ I. ' \ IT a iio 2 ?, o j EFFICIENT BUILDING ENVELOPE iD: ,..1 's_s \ \ 6' ' 3 J`i'2' k ,/6V\\ �d+ FURNACE Z -_3-. ,�, �-�i PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1,1 WITH THE FOLLOWING MOFICATIONS: n\ N C '•ro 1 _ o 0 1 f 1 F f I IM 2' 6"r1 __ c3 G I / -- 1 80 I a�'I 6 a Y '� L VERTICAL FENESTRATION U= 0.28 n it 1p3 4 FLOOR R-38 LAIN 1 I OM 0 f? la o Tr e ryl;i�.-�� 1 K. I W`�GI of GARAGE f i CO SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 i ®1 B+I V_1 PERIMETER AND UNDER ENTIRE SLAB o - "' I IN w /i� Y �`�q�� Q L�-3 s �g ►�� i I 9'-7` 2' 7" /2' 4_ -lo m -- - - . io Yx' C� w e or o '� ..�' s _ _ ♦+ Q \� ,, �{ MO w gg ccam�. 'i qq _ COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%. = xQ N p 0 0 I �J (vi§1 N =3 f s j' .y. �� c 1 M 0 1 1 5�`' KITCHEN (� 2m • ► \ \ ,� a Ise CMS OPTION 3o: 1.0 o N m BATH-1 I 0 E' M �' I 4 'n o CD o o. # °t:- HIGH EFFICIENCY HVAC EQUIPMENT 3o: 1° o CLO 'ET 1 < a �} ,ISLAND W/ L W" :t ,���' iv o z GAS. PROPANE OR OIL-FIRED FURNACE WITH MINIMUM AFUE OF 94%, or ,, 1' Erin x • I PLUMBING AND 0 y Farr f+'' • •p ©� ", = Z a GAS, PROPANE OR OIL-FIRED BOILER WITH MINIMUM AFUE OF 92% :n LV10J I n \ -. '` 1 C L'!10 'P wp1� 5 w TO QUALIFY TO CLAIM THIS CREDIT,THE BUILDING DEPARTMENT DRAWINGS SHALL SPECIFY THE OPTION \--- , 1 i4 T„ , ELECTRICAL z , .'' h a r ,7, ,A,07,- BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM N C OSET ?• �- oJ• �I U �� \ EQUIPMENT EFFICIENCY. 2-76" 13' 1 1 O�s. m I/ RANGE/OVEN LAUNDRY �'N p+ a M z I io• /, 42 E 1 1 .p PANTRY MCRO./HOCD I DOWN (2)R . 1:0 OPTION 50: 0.5 o p - -- WASHER/DRYER (314•TOTAL) 1 EFFICIENT WATER HEATING 5o: �ji�Y�jr67- --8 1/2" �y 7"'g" /. 6180 SGD XO _-''-, D W To 6 n17• 5SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT I � - L____ y ,J�7e" a9'Aryf� 4x10 d HDR ! ' , 1 VENT TO o 4//, I NE - STEP 5011E sots r'Irf T I 60'0 FIXED 6020 FIXEDGPM or LESS.ALL OTHER LAVATORY FAUCETS SHALL BE REATEO AT L0 GPM OR LESS,C f0 F)XEO 3020 FIXED 1 •W IMO',IWO OUTSIDE -1 "I 40413-SDER-aCO 1TO QUALIFY TO CLAM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION yy/;.,�y,X,p�4 _ / ,, AIWCW,/, f 4- - 11/e•POI N ,'' -.i �dy �ayy� - le ev:4',/ V - - .fdvt// \-\-\\ 9-_\ - - - - - - -'� - - r \\-\ BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, • 4x10 IF HDR 4x10 F HDR DOWN (2)R ° "11 I OR 4x10 1F HDR 4x10 IF HDR ° KITCHEN SINK FAUCETS,AND OTHER LAVATORY FAUCETS. © (t14'TOTAL) PATIO a CONCRETE SLAB. OPTION Sc: 1.5 6'-0" 3'-0" 4'-0" 3"-6" 4'-0" STAIR 4'-0" 0 0 3' 0• 5-5 1/2' 7'-0" 1, 10'-0" J. 7'-0' ' EFFICIENT WATER HEATING 5e: 0 / / / / / / I 1 / / 1 9'-0' 7'-6" 3'-11 1/2' 8'-0' 17'-1" 10 m 8'-5 1/2' 24'-0` WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER ;o / / I / / / HEATER WITH A MINIMUM EF OF 0.91 / 20.-5 1/2" / 25'-1• y 32'-5 1/2• ! or 78'-0' SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER / - / HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC)ANNUAL PERFORMANCE OF 0G- 300 CERTIFIED SOLAR WATER HEATING SYSTEMS C> DRYER VENTS ARE or ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING THE REQUIRED TO BE STANDARDS OF NEEA's NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS MINIMUM 3' FROM TO QUALIFY TO CLAIM THIS CREDIT,THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION ANY WINDOW OR BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM DOOR OPENINGS EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE INTO THE BUILDING. MINIMUM ENERGY SAVINGS, TOTAL CREDITS = 3.5 WALL FRAMING PLAN (1ST FLR) pp gyp, 0 1 2 3 5 10 &N(n IN ERIORS ____ ......1J EXTERIOR,{G GE ®� Scale:1/4"--4-0" L.L.Q VCl y' Q ( W RIGHT SWING, RIGHT SWING, (2) 2x6 TOP PLATESNOTE: FOR EXAMPLE. FOR EXAMPLE. BECAUSE 2015 WSEC ENERGY CREDIT 10 IS TAKEN, OWNER MUST PROVIDE1 Cl)v DOOR QUANTITIES: DOOR QUANTITIES: A WEIGHTED U-FACTOR AREA WORKSHEET SHOWING THAT ALL VERTICAL 4x10 OF HEADERS Z¢ EXTERIOR DOOR SWINGS ARE INTERIOR DOOR SWINGS ARE FENESTRATIONS WILL HAVE A U-FACTOR OF 0.28 or LESSOR, TYPICAL U.N.O. J COUNTED FOR HINGES (LEFT/RIGHT), COUNTED FOR HINGES (LEFT/RIGHT), or STATE ON THAT ALL DOORS AND WINDOWS MUST MEET THIS. PLATE IIEIGIiT KEY TOP OF PLATE Qp AS VIEWED FROM THE EXTERIOR AS VIEWED FROM THE HINGE SIDE OF INTERIOR DOORS (VERIFY). IS'I' FLOOR WALLS v N Z DOOR SCHEDULE WINDOW SCHEDULE %/:, / 9'-1 1/4' PLATE HEIGHT (TYPICAL) AT , TOP OF FRAMING ROUGH OPENINGS FOR Z - --_____-_-__ (1) 2x6 PLATE , WINDOWS AT 1ST FLOOR, LOCATED BELOW [RIMS 1TRrr at QUANTITY QUANTITY QUANTITY /WARS MOT 1ST FLOOR EXTERIOR WALLS, BEARING ON = S BELOW HEADERS o aCI RouGH"'lTw ROM D11EHlas CONCRETE FOUNDATION STEMWALLS BELOW. eD o I` �'x (3)TOTAL 2x6 PLATES PLUS HEADER, Q LEFT RIGHT TYPICAL = 0 3g TYPICAL UNLESS NOTED OTHERWISE (U.N 0.) IX Z NUM. SIZE SWING SWING DESCRIPTION REMARKS LTR. Hint SIZE wo¢s QUANTITY DESCRIPTION REMARKS .__] ,� \ 1 0o L3 Lu_ Q 1 10-oV•pe'-o'(e) 1 EYme0R/ove+uo ciaux DOOR vee R00T rs usuu1Eo A I'-o'(•).a'-o'(n) 12T.),ao'(.) I MR A m.0000 MUM*VOX SCUM ubwurq nuvuae GLASS \ \` 1ST L OR INTERIORR HEIGHT INGPAL)WALLS. - I- n z o _ ___ __ _ ___ __ 1ST FLOOR BEARING ,�a _ „_ " SEE FOUNDATION PLAN FOR SUPPORT g —)0 2 3-o.e-o:1 3p 1 onuaa+/r4oHI onRr DOOR usvultn B—3'-o(.).r-o(n) 34(.)a4(n) I nYl[wrn TOED t4DID4E mow — asuurm 13 i V _ J AT CRAWL SPACE BELOW. b T. BOTTOM - WINDOW HEIGHTS MAX VARY < 0 3 1Y(•):With) 1 Io1CROR/Wm TRENCH OIL-'MC soma CMS ODOR XO 0wu1Eo,INFIRM RASS C s-o'(.ps-o'P) WI.),0o'P) 3 VOX Wm.rots Rom 48404 0 .A1Eo t� �� 9' 1 1/4'PLATE HEIGHT(TYPICAL) AT 0 4 3'-OW -e-.I 3/4• I EXTEROR/O+axx ERTar DOOR,SEIf-Rosia HNGES 116Uu1[n,20 MUM DOOR D our "y I sus w sww�. --- INTERIOR NON-BEARING WALLS. o 0 ( 5 3ur�'-e'.1 3/4' 1 ExTERm/avvcc SO[DOOR DOMATCO E 4'-0'(.)'3'-o•I5) 4e1.4.24'(n) I 0IC was.rots 001012 DraON DmaiEo - TOP OF SUBFLOOR AT OPERABLE WINDOW LOCATIONS ONLY; 6 2'-ow-a1I 3/8' 'MtolovtaUoe.CORE,1ST RR roar'DOOR 10T) fU291/PMII ORIOE F e'-O'(.),I'-e'(D) 12'I.I,IV n) 2 n00 Wm,fIXtQ 0011xt0'MOLT M9AAR0 Down b)': PLATE HEIGHTS ARE ALL BASED ON ' IF EITHER EXTERIOR LANDINGS OR GRADE BELOW J(IC 7 2'-e5,s'-e'.1 a/V I IREROR/1auOR-CORE,1ST RR loeusn Ew141P0clr CROX G a'-V(),2''-D'(N 72Y•)a+YN 4 yvlc Wm,ma0 WORT wo0R W RA1(0 DISTANCE FROM TOP OF SUBFLOOR,TO ARE FOUND GREATER THAN 6'-0• BELOW SILLS OF Y-^ `' TOP OF WALL FRAMING FOR EACH FLOOR. OPERABLE WINDOWS,THEN WINDOW SILLS MUST BE Date: 8 2'-o'm'-V.I 3/e' I 4 MODOIT/laltox-ccnc.1ST RR 10I 1ow11/0M11 OwMC H 4'-o'(.p4'-o'(n) 4e'(•p+e'(N 1 8HRE WOO,FlAED 1110184E rr1ON D6UUTED DISTANCE SHOWN TO GRADE BELOW IS October 7,2017 9 4'a.e-V,I we I eREROR/lauar-caRE,1ST RR:omDat 21'DDaa ti/tun nvcx laluuo rucs+/vewr CRUX I INCREASED HERE FOR EXAMPLE ONLY. OPERABLERW NDOWS ATREBTTOTHIFLOORSRARE SIZED 10 J SLOPE AWAY FROM FOUNDATION. AND LOCATED WITHIN WALL FRAMING TO POSSIBLY Sole; 11 4'-VV44-e;1 3/e• I IRTERaR/wu0x-CCRC,2R0 nn,BY-PASS awn DOOR 1ExTuaro 11154/PRA GRWE K ow COMPLY WITH CODE IF ANY SUCH WINDOWS RAVE I/4"=1'-0"U.n.o. .....o..-"-."-"---"--,....."- i�����(8 �� _ FINISHED GRADE GREATER THAN 6' BELOW. 12 S'-O'so-e'.1 3/e' 1 rottoa ouox-were,2R0 RR ETY-PISS awn DOOR 1 ,p,M r> r CORM o'L -D'(•p4'-D'(R) 12'(.)4 '(n) 2 r 'A GI�SLIDER R DPOLIOU, DER 6,A1ED WINDOWS AND HEADERS — shrrl.: DIMENSIONS SHOWN TO FRAMED ROUGH OPENINGS 13 2'-V.s'-e'.I 3/e' I fERDRAauOR-CORT,1ST OR 1001008 rws+/PH111 GwoE M e•-0•(.p4'-D'(x) 1Y(.),01h) 2 WM win,°emit,cuss MU DOI IHs1RAMED FOR TALLEST WINDOWS PER PLAN AND SCHEDULES, 7 14 2'-'.4•-:l 3/V 3 IRWORAaU04-CORD,ISO RR 11x1WK0(W91/PMrt GRIME N eV-0T•b4'-V(n) 1)T.).O'(n) 2 „DTI Wm,OPER AE,RATS Ran x0 D4mono - FRAMING DETAILS SHOULD LEAVE A FINISHED WINDOW SILL AT e e GREATER THAN 24"ABOVE FINISHED FLOOR,AND 15 0 6*-.01.p5-D'(n) 7.2/4160141) 1 MX Wm,°PENAL CLASS sJOU OX °STRAND - - WITHIN CODE FOR EGRESS WINDOWS. - - - Scale:1/4-=1'-0' - ' aRraaonwn tlaxa Rm.'mu saw OARS coca ma0 i uauAlEo,7 -aco MASS — P _ -- SEE EXTERIOR ELEVATIONS. VERIFY ON SITE. of Sheets WALL FRAMING NOTES: Revisions/Mb: ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS - - ® 16' ON CENTER. ALL INTERIOR WALLS TO BE 2x4 STUDS 0 16' ON CENTER EXCEPT WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. 78'-0' AWAY FROM HOUSE AT MIN. 1/8' PER FOOT FOR DRAINAGE. r 1" F 12.-0' 42.-0` - / - 24.-0" SEE ELEVATIONS & DETAIL FOR TYPICAL WINDOW FRAMING HT. 5'-6` 12'-3' 3'-3° , 3'-3' 12.-3' _ 5'-6' / r 6'-11 1/2' 5'-3 1/2' 5'-3 1/2' 6-11 1/2' / ELECTRICAL SUB-CONTRACTOR TO VERIFY LOCATIONS AND / / '� r INSTALL SMOKE ALARMS WHERE REQUIRED BY CODE, p GSA - INDICATES SMOKE ALARM - TRELLIS BELOW W 036'AWNING ROOF BELOW SEE PLANS AND ErrLEVATIONS 36'AWNING ROOF BELOW 0�i SEE DOOR SCHEDULE ON SHEET (I 7. ______ _-_ @F_ _ __ _I ROOFS BELOW r+ 0) l i - - - - r - SEE LOWER ROOF FRAMING Il 0 ;; 0 () 0 i I 0 .I T" SEE WINDOW SCHEDULE ON SHEET / 7, I 4x10 IF HDR 4 1� DF'CONT UOLS HEAD R \ �a -. oo IIII 4x10 IF HDR ;; y *�, - ----i'.r '^ rizare 3rS mserrarori >--��=.4r✓.®m'>.Avuleaa.� 7. a--- y 6040 SLIDER OX 3050 3050 3050 6040 SLIDER XO i c• e.; INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE. (SEE ELEVATIONS) c EGRESS 112.0 SF I FIXED FIXED FIXED EGRESS 112,0 SF # >cc) N C SEE WINDOW SCHEDULE ON SHEET j 7. S - �+ a.w � ro vi \ o co Q MECHANICAL NOTES: " = I W W I z c HVAC FURNACE AND GAS WATER HEATER IN DRIP PAN PER PLAN (GARAGE, 1ST FLR), *� f" 14 BEDROOM-2 FAMILY BEDROOM-3 I `=Q�! (VERIFY AND INSTALL EACH TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). o o tO 0 ra ) o ' I `0 412.-5 1 2 12.-5 1 2 `$ I " 'a Z FOR GAS APPLIANCES. a N / / 17'-1' PLATFORM A REQUIRED 18'(h). R-10 PAD if REQUIRED. 'ioy 8'-5 1/2' 4'-0' � 5'-5` I1'-8' 4'-0' 8'-5 1/2' � N •• " Q SEISMIC STRAP. P.R. TOP OUTSIDE, e' STAIRWELL 5'-5' 6'-3° r 1'-11' 6'-6 1/2` G _______ _-_- \ MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. a DUCT AND BLOWER DOOR TESTING REQUIRED. 14 14 m 3.-6" I. 13 SA �6, SA y SA 13 �s.i, 3,-6" I/ i. c \ \ `f I I OPEN TO �c., i o r r, 10•-3• �..". -7` I I— \ \ 0 2 ., 1 CLOSET 1 BELOW �'I a Sill HALL ?• T-5' „2 1 I CLOSET t y YLA'1'L 1IEIC1I1'KEY is /f 1 I - o i I. a � to s'BATH-2 Iwo, I I I : to 4 v / L J �, 4'-0' i V10 o I I J i o M 2ND FLOOR WALLS 40 ROD& SHELF o , 'L� J 11 .1 vTS I y ROD& SHELF m o •/Lai rna,Ci-i/;ANra vy/:ar � ., v Tn �" E a 7,77- >- a�• • y. ' %i/ 8'-1 1/4" PLATE HEIGHT(TYPICAL) AT a 1. f -_--n - j $ 4 lAV ' -- e \ I 2ND FLOOR EXTERIOR BEARING WALLS. "' 0 s / �� iv LINEN i^ R `` Imo_« s o a� ,_% g W u y'v BALCON f ?• 5'-5• 10'-8 1/2' m I< I b la, t��T "� m r a• / 16'-1 1 2 _ I,_ 1 ROOF BELOW N I a I io N , / t4 S.A. /• A ` loWJ SEE LOWER ROOF FRAMING N I '�I I la 9 h, V. =- ii L -— of 1 1 8'-1 1/4" PLATE HEIGHT (TYPICAL)AT 6, Iz- ra r+ �� INTERIOR NON-BEARING WALLS. r' 8 -$g SA N a BEDROOM-4 N PLATE HEIGHTS ARE ALL BASED ON \ 7 \ >c - 0 .- m Al 1 DISTANCE FROM TOP OF SUBFLOOR,TO 5 1/2"//A, 4'-0' �r ^ 9 $ © 6 TOP OF WALL FRAMING FOR EACH FLOOR. # 4'-5 1/2' X 5'-5' , U r I f 9'-10 1/2' 21-8 13'-5 1/2' f EGRESS 312.0 SF I 6040 SLIDER XO I 1 6040 SLIDER OX :` \ \ \ s?/ //. - _"e: i/.?68ir-",,,,t,Azeofi--•- -- / / \ ',-\ e. lei 4x10 IF HDR 4x10M HDR j N J I O I L J N \ \ • �----- --_-- - — — — — — — — — — -a __ - • ---\\ • -//5 I/2' I 4'-2' 2'-1'/. 7'-9' / 5 1 0 /- / 6'- ' 14.-0 / 6'-0" / 8'-0' / 26'-0' f 8'-0' / 12'-D' I 42.-0` r 24'-0' / e WALL FRAMING PLAN (2ND FLR) op, 0 1 2 3 5 10 Minelli Scele:1/4'=1'-0' J L L_ C2I Z N (2) 2x6 TOP PLATES TYPICAL Z 4x10 OF HEADERS TYPICAL U.N.O CL TOP OF PLATE TOP OF FRAMING ROUGH OPENINGS FOR _ $ (1) 2x6 PLATE o WINDOWS AT 2ND FLOOR, LOCATED BELOW 08 L BELOW HEADERS r^a'a Q s-o g (3) TOTAL 2x6 PLATES PLUS HEADER, f ,N I TYPICAL UNLESS NOTED OTHERWISE (U.N.O.) Li_ v zz z "Ja . Ro - I --I°D BOTTOM - WINDOW HEIGHTS MAY VARY o TOP OF SUBFLOOR ' _ ;o m AT OPERA F WINDOW LOCATIONS ONLY; 3 Drawn by: g IF EITHER EXTERIOR LANDINGS OR GRADE BELOW JMC ARE FOUND GREATER THAN 6'-0' BELOW SILLS OF DISTANCE SHOWN TO GRADE BELOW IS OPERABLE WINDOWS, THEN WINDOW SILLS MUST BE Date: 24'OR GREATER ABOVE THE INTERIOR FLOOR. October 7.2017 INCREASED HERE FOR EXAMPLE ONLY. OPERABLE WINDOWS AT BOTH FLOORS ARE SIZED Scilc: SLOPE AWAY FROM FOUNDATION. AND LOCATED WITHIN WALL FRAMING TO POSSIBLY 1/4"=1'-0"u.n.o. COMPLY WITH CODE IF ANY SUCH WINDOWS HAVE FINISHED GRADE GREATER THAN 6' BELOW. Shccilt' WINDOWS AND HEADERS FDIMENSIONS OR TALLESTSH OPENINGS WINDOWS PER PLAN ANDSCHEDU SCHEDULES, FRAMING DETAILS SHOULD LEAVE A FINISHED WINDOW SILL AT 9 GREATER THAN 24'ABOVE FINISHED FLOOR, AND WITHIN CODE FOR EGRESS WINDOWS. Scale*114'=1'-0' of Sheets SEE EXTERIOR ELEVATIONS, VERIFY ON SITE. Roi ion,/Date \ I yll DURING CONSTRUCTION, THE RUNOFF WILL { \ \ I y BE CONTROLLED WITH SILT FENCES AND I. \ ` SHALLOW SWALES TO PROTECT THE \ 1 l ADJACENT AND DOWNSTREAM PROPERTIES. \ ANY OR ALL OF THE FOLLOWING ADDITIONAL ( 1- I I rn I Q LOCATION ON-SITE; METHODS WILL ILL RE USED ASSWATTLNEE DIVERSION CATCH \ I � it I U l LOCATION OF NEAREST 1 \ \ �OQ 11 I c EXISTING FlRE HYDRANT WALES, COVERING EXPOSED SOIL WITH jj�1 Q P IC. N.k , \ \ 2t-C , ��� �, V a ���j A STREE AND ()FICHES WILL BE CLEANED DAILY OF OSION RUNOFF, IF ANY. \ Y \ P I'�� L — 1 BEARING ANGLES UNKNOWN t92.16' — — — y Z ! /. \ /O - q, \` \ 0 / —G G j \ 7O �0 a^' (( tgLoEtLT 5 i05g9a '�W� '• ' < ' / / ALLEUTILFIIES UNDERGROUND, \ �'�i oo u E \ / REQUIRED ROCK GRAVEL �� w, FA5 �'• _ / VERIFY LOCATIONS OF EACH. CONSTRUCTION ENTRANCE C \ \ i a °j CONDUIT UNDER DRIVEWAYS CONCRETE DRIVEWAY AS BASE UNDER ENTRANCE ASSUMED EDGE OF • en c.. . \ i �` e �° + �'�' AND/OR WALKS.4S NEEDED. PAVEMENT LOCATION l� \ ` {1 S� ONS P�_• PROPOSED DRIVEWAY ) 4,1 r� (VERIFY) \ 1,00, -A .s Oat i .. -* \ \ 14 Tr) I.. v; \\\ kr 0. t. 2 p 6 20' SHARED DRIVEWAY AND UTILITY EASEMENT N N. Q U r cd 1 ..:1&--- I N 7'........'''' ---- , 3 1, ........„..<::::_q24051.7.,..._ ...... ....... . .. . ,..1.:, -,. : ... ...'s,• .i .. ' _________' fi 59 Vt /1 --...„... .fa. __.. - C JX n \ I I BEARING ANGLES UNKNOWN t40.64' Z�N N ' °' t'V1 ( 1 a .n� I j PROJECT' INFORMATION ( puRNG CON EZU \ 2p fAONt� / <.•. `1 r I 1 1 0 S ! V:I I I I 1 d 11 \ TEMPORARY SOIL \_ • I 'i , 1 I I I r��\( •\`\•ry • STOCKPILE AREA ' \ / A : I PROJECT INFO: This project consists of a new wood-frame, f,, , 1 11 ; / J I two-story,single-family residence with crawl - 1t S. \ p6CK ' ' r" C,pStt R ,�G J I space,attached private garage,and front porch. ` OWNER: H&F Investments LLC \\ `\ I \• 55 a' pON� `1° 'a / ',t, R ut I 10526 Chuckanut Drive e�'' d1 s ��'';_1. r p SEO poE rr' pO ER °W° •n2I Burlington, WA 98233 \\,,, F t'* r 4p40_ r 1A o 4A\) { 1 NG•-V l ��4R ;;_ '•, i \ v, CONTRACTOR: H&F Investments LLC 11 l \ y " tER S r1\ / \ 10526 Chuckanut Drive ; 1\ I ' 11�j'11 `1 I i$ Burlington, WA 98233 e• \,i / ` / £No6 i. , I:a Y1ZO11 C1' ADDRESS: TBD Ch o 11p0\tit\ 510 •c'�� I I Armories, WA 98221 1. 1 / /p4tOp 11 11 1 ± 15'-10' f , l t `; 11 \ ti E LEGAL DESCRIPTION: Baring's Add to ANA, Lots 7 to 11, BLK j \t • 1 / / 11' 1 z 1908, 'I'WG SLY 1/2 VAC 4T HST \V I o °\�t1 ;' �," i ` 11 t\ 1s -= ` ADJ ORD tt1726 CA t o\..1 \ 1 1 \Kopf I PARCEL #: P 56573 1t \ • ' r)� i \ t / Iz ' 1 rr t: 1 / I ASSESSOR'S #: 3774-908-011-0009 os \1 i / , 11/ 110!"v ".y m 1 t s /` \i. pp110 I CODES: 2015 International Residential Code(IRC) ` \ ,\• / BUILDING HEIGHT: Two-Story (± 25'-10") �� �e.o I See front elevation on sheet#2. tp in I o,\ LOT SIZE/COVERAGE: ±17,110 sf Lot ± 2,596 sf Building Footprint = 15.2%of Lot t (, r 0' 1. 9 IMPERVIOUS AREA: Roof Outline (plan view) 2,786 sf \ Ito I Remaining Front DeckRe aining Rear Patio 198 sf 100 sf o 1 ' I Remaining Driveway/Walk on Lot + 1,618 sf 1 20� ppp •l_\.... --- fie Ui I lipo 551 J (� I I Total Impervious = 4,702 sf ----"--- / -- — DRAWING SHEET INDEX \ E, Il/ 9 / 3 SHEET # DRAWING DESCRIPTION u \ '-' of / w g 1 SITE PLAN �• 4 �+ I o N PROJECT INFORMATION < 20__,----- 5 .------------- S H SQUARE FOOTAGE INDEX 2 LANDSCAPING PLAN 0 \ / AREA DESCRIPTION AREA SITE SECTION Z LIVING AREA (1ST FLR) 1699 SF 3 ELEVATIONS (FRONT, LEFT) i LMNG AREA (2ND FIR), INCLUDES STAIR 1178 SF 4 ELEVATIONS (REAR, RIGHT) w \ \\ TOTAL LIVING AREA = 2877 SF 5 FOUNDATION PLAN H IY cn CI_ ''-•21,° W \' GARAGE AND MECHANICAL 597 SF 6 FLOOR FRAMING PLAN (1ST FLR) /'/ 5 108�U� 7 WALL FRAMING PLAN ( IST FLR) Drmnby: f SCHEDULES (DOORS AND WINDOWS) JMC ..---• FRONT PORCH 60 SF DJ(e' 8 FLOOR FRAMING PLAN (2ND FLR) October 7,2017 ROOF FRAMING PLAN (LOWER ROOF) FRONT DECK, UNCOVERED PORTION 240 SF sale` REAR PATIO 201 SF 9 WALL FRAMING PLAN (2ND FLR) 1"=10'-0" u.n.o. SITE PLAN 10 ROOF FRAMING PLAN (UPPER ROOF) ShceiR: 4 ,D D 5 ,D 1 l 1 BUILDING CROSS-SECTION(s) TYPICAL WALL SECTION Scale:1"=10'-0 of Sheets e e P CITY OF DO NOT REMOVE u, CORRECTIONS REPORT ❑ Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER(COyd7RA�TOF I PERMIT NUMBER ADD/Z ted+/-/Ad-e- Chrde__ Dtvz.)0 D NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE CORRECTIONS NE DED ❑ STOP WORK L77-,L___ /we's' 2) - s-a s (Q s IeecI? r' ,s/,tee Lill) Kite s lope , -ro 7-4 b ra r\. r Au-- Ce Pl )te__. 1"‘_ ,,c heech orr- NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION . • INSPECT Code VI dat on Complaint Foam Case No. 19-0002 Date In: 1/8/2019 Bate Closed: Received By: View Which Cases Location: 1600 Latitude Cir In City Limits W 1600 Latitude Cir Category: ® Open Cases Complaint: rain runoff on neighbors property Status: Open Closed Cases O All Cases Code Section(s) Violated: Follow Up On Comments: View Municipal Code Owner Contact Info Jiorting Citizen Contact Info Occupant Contact Info Name: Sandro Navas Name: Christopher Felt Name: Address: 1503 Allen Crt Address: I600Lat tude Cir,Anacortes,WA Address: Add2: � Add2: 16839KambRd �dd2: CSZ: Anacortes ,WA 98221- CSZ: MT. Venon , WA 98273- Phone: (360) 346-0141 Phone: Phone: 4.: Phone 2: Phone 2: Phone 2: t Email: Email: Email: Signed Release to Use Name? k❑ Actions Taken (Most Recent on Top) Date Action Taken By Result Why Still Open Action Due 1/9/2019 Correction Notice David Diamond Notes: I put together a correction notice today to have the problem fixed.Notice will go out tomorrow. Documents Right-click to hyperlink to scan 1/8/2019 Site Visit David Diamond Notes: Stopped by to investigate drainage complaint.Landscape was installed per plan, but does keep rain water run off from running onto neighbors property. Took some pic's. Correction Notice to follow. Documents Right-click to hyperlink to scan rint Window Details for Parcel: P56573 https://www.skagitcounty.net/Search/Property/ Jurisdiction: ANACORTES IVY Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. 74.Vgia.ew'gp..• Recorded Documents Documents scanned and recorded by the Auditor's office 10,446v,p, 41c.:- ,y,ta ia5t1.&411 _lit's,•:, 101 Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P56573 3774-908-011-0009 SE 22 35 01 Owner Information Site Address(es) Map Links FELT CHRISTOPHER P 1600 LATITUDE CIRCLE Open in iMap FELT CHERYL A Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: 16839 KAMB ROAD Zip Code Lookup I Site Address information PDF I DWF MOUNT VERNON, WA 98273 Current Legal Description Abbreviation Definitions LOTS 7 TO 11, BLOCK 1908, BARINGS ADDITION TO ANACORTES, TOGETHER WITH THE SOUTHERLY 1/2 OF VACATED 4TH STREET ADJOINING PER ORDINANCE#1726. 2018 Values for 2019 Taxes* Sale Information 2019 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2019 Taxes will be available after 2/15/2019 Land Market Value +$135,500.00 Sale Date 2015-06-05 Total Market Value $135,500.00 Sale Price $257,500.00 Use the Taxes link above for 2018 taxes Assessed Value $135,500.00 Taxable Value $135,500.00 * Effective date of value is January 1 of the assessment year(2018) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21ASKY) ANACORTES SKYLINE VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 !Exemptions Utilities Acres 0.43 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area 'Heat/Air Conditioning Unfinished Basement I Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. 1 of 1 1/10/2019, 1:55 CITY OF DO NOT REMOVE �`, CORRECTIONS REPORT "� 1bq � a UR cgs Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ /Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within I O ba-5 i h e Ss days. OWNER/CONTRACTOR I PERMIT NUMBER C ti16;?;t6- her Ie/- ( LO v17 - 5" -7 V ADDRESS DATE i6 S3q �� a >�, �_ c At. �t,�l�l©n �9��73 //1///9 ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE . CORRECTIONS NEEDED ❑ STOP WORK peca, b‹:2 (• d t Co* &to,' b ct_0 + /y�p u.,/` 10-'� e / C�O L l 4-(A. c l� _�f lit a Co 4 a� (LJaLJ Imo+ 7 / 4? . “ ) be. a A 1 5 60110^ PLo1 r 3 D1,&(' g ) a1�j I1 /VlC., el..+ 507.1 CeABra a l g d /� Ai �� ,I `l ?G ; O �9 6 fti v e CQ a\c e , �) 6 _ Y I yoccV reuti,k-c i P/e Q call w -1-h ate./ G rpe (o -ram, you ,ray h v & +-c ' -I-- t e2 4-) Q , tic[ t - ue I 6 5rhe555 Cial5 o recJncif' I 1lme 54-orI'7 t-ky doi Niou 4`eclt 4-1--kt5 Ncrticer NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR -k,\ CO A)' t2 CHAPTER 4 FOUNDATIONS SECTION R401 TABLE R401.4.1 GENERAL PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS' R401.1 Application. The provisions of this chapter shall LOAD-BEARING control the design and construction of the foundation and CLASS OF MATERIAL PRESSURE foundation spaces for buildings. In addition to the provisions . (pounds per square foot) . of this chapter, the design and construction of foundations in Crystalline bedrock 12,000 flood hazard areas as established by Table R301.2(1) shall meet the provisions of Section R322. Wood foundations shall Sedimentary and foliated rock 4,000 be designed and installed in accordance with AWC PWF. Sandy gravel and/or gravel (GW and GP) 3,000 Exception: The provisions of this chapter shall be permit- Sand, silty sand, clayey sand, silty gravel ted to be used for wood foundations only in the following and clayey gravel (SW, SP, SM, SC, GM 2,000 ' situations: and GC) 1 1. In buildings that have no more than two floors and a Clay, sandy, silty clay, clayey silt, silt and 1,500b roof. sandy siltclay (CL, ML,MH and CH) For SI: 1 pound per square foot=0.0479 kPa. 2. Where interior basement and foundation walls are a. Where soil tests are required by Section R401.4, the allowable bearing constructed at intervals not exceeding 50 feet (15 capacities of the soil shall be part of the recommendations. 240 mm). b. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the Wood foundations in Seismic Design Category Do, Dl or allowable bearing capacity shall be determined by a soils investigation. • D2 shall be designed in accordance with accepted engineering practice. R401.4.2 Compressible or shifting soil. Instead of a complete geotechnical evaluation, where top or subsoils R401.2 Requirements. Foundation construction shall be are compressible or shifting, they shall be removed to a capable of accommodating all loads in accordance with Sec- depth and width sufficient to ensure stable moisture con- tion R301 and of transmitting the resulting loads to the sup- tent in each active zone and shall not be used as fill or sta- porting soil. Fill soils that support footings and foundations bilized within each active zone by chemical, dewatering or shall be designed, installed and tested in accordance with presaturation. accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply with Section R403. SECTION R402 R401.3 Drainage. Surface drainage shall be diverted to a MATERIALS storm sewer conveyance or other approved point of collec- R402.1 Wood foundations. Wood foundation systems shall lion that does not create a hazard. Lots shall be graded to be designed and installed in accordance with the provisions drain surface water away from foundation walls. The grade of this code. shall fall a minimum of 6 inches (152 mm) within the first 10 R402.1.1 Fasteners.Fasteners used below grade to attach feet (3048 mm). plywood to the exterior side of exterior basement or crawl- Exception: Where lot lines, walls, slopes or other physical space wall studs, or fasteners used in knee wall construe- barriers prohibit 6 inches (152 mm) of fall within 10 feet tion, shall be of Type 304 or 316 stainless steel. Fasteners (3048 mm), drains or swales shall be constructed to ensure used above grade to attach plywood and all lumber-to- drainage away from the structure. Impervious surfaces lumber fasteners except those used in knee wall construe- 1 within 10 feet (3048 mm) of the building foundation shall tion shall be of Type 304 or 316 stainless steel, silicon be sloped a minimum of 2 percent away from the building. bronze, copper, hot-dipped galvanized (zinc coated) steel nails, or hot-tumbled galvanized (zinc coated) steel nails. R401.4 Soil tests. Where quantifiable data created by Electro-galvanized steel nails and galvanized (zinc coated) accepted soil science methodologies indicate expansive, corn- steel staples shall not be permitted. pressible, shifting or other questionable soil characteristics R402.1.2 Wood treatment. All lumber and plywood shall are likely to be present, the building official shall determine be pressure-preservative treated and dried after treatment whether to require a soil test to determine the soil's character- in accordance with AWPA U1 (Commodity Specification istics at a particular location. This test shall be done by an A, Use Category 4B and Section 5.2), and shall bear the approved agency using an approved method. label of an accredited agency. Where lumber and/or ply- R401.4.1 Geotechnical evaluation. In lieu of a complete wood is cut or drilled after treatment, the treated surface geotechnical evaluation, the load-bearing values in Table shall be field treated with copper naphthenate, the concen- R401.4.1 shall be assumed. tration of which shall contain a minimum of 2-percent 2015 INTERNATIONAL RESIDENTIAL CODE® 79 PLUMBING FACILITIES AND FIXTURE REQUIREMENTS with hot or tempered and cold running water in accordance with the international Plumbing Code. [P] 505.2 Contamination. The water supply shall be main- tained free from contamination, and all water inlets for plumbing fixtures shall,be located above the flood-level rim of the fixture. Shampoo basin faucets,janitor sink faucets and other hose bibs or faucets to which hoses are attached and left in place, shall be protected by an approved atmospheric-type vacuum breaker or an approved permanently attached hose connection vacuum breaker. 505.3 Supply. The water supply system shall be installed and maintained to provide a supply of water to plumbing fixtures, devices and appurtenances in sufficient volume and at pres- sures adequate to enable the fixtures to function properly, safely, and free from defects and leaks, . 505.4 Water heating facilities. Water heating facilities shall be properly installed, maintained and capable of providing an adequate amount of water to be drawn at every required sink, lavatory, bathtub, shower and laundry facility at a minimum temperature of 110°F (43°C). A gas-burning water heater shall not be located in any bathroom, toilet room, bedroom or other occupied room normally kept closed, unless adequate combustion air is provided. An approved combination tem- perature and pressure-relief valve and relief valve discharge pipe shall be properly installed and maintained on water heat- ers. SECTION 506 SANITARY DRAINAGE SYSTEM an 506.1 General. Plumbing fixtures shall be properly con- nected to either a public sewer system or to an approved pri- vate sewage disposal system. [P] 506.2 Maintenance. Every plumbing stack, vent, waste and sewer line shall function properly and be kept free from obstructions, leaks and defects. [P] 506.3 Grease interceptors. Grease interceptors and auto- matic grease removal devices shall be maintained in accor- dance with this code and the manufacturer's installation instructions. Grease interceptors and automatic grease removal devices shall be regularly serviced and cleaned to prevent the discharge of oil, grease, and other substances harmful or hazardous to the building drainage system, the public sewer, the private sewage disposal system or the sew- age treatment plant or processes. Records of maintenance, cleaning and repairs shall be available for inspection by the code official. SECTION 507 STORM DRAINAGE [P] 507.1 General. Drainage of roofs and paved areas, yards and courts, and other open areas on the premises shall not be discharged in a manner that creates a public nuisance. 20 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE ' 19.76.070 Conveyance Anacortes Municipal Code Page 1 of 1 19.76.070 Conveyance. A. Generally. 1 . All proposed development requiring stormwater conveyance must provide sufficient capacity to convey stormwater without flooding or otherwise damaging existing or proposed structures in a manner consistent with the city's engineering standards. 2. Estimation of peak stormwater runoff rates used in the design of stormwater conveyance facilities must use the rational method for estimating a hydrograph using a mathematical simulation. 3. Runoff may not discharge directly onto the surface of a public street or road. 4. Runoff and infiltration must be directed away from septic drain fields. 5. Runoff from impervious surfaces, roof drains, and yard drains must be directed so as not to adversely affect adjacent properties. 6. Runoff from development may not cause a significant adverse impact to down-gradient properties. B. Easements, Tracts, and Covenants. 1. All proposed development must provide easements for all stormwater conveyance systems that are not located in public rights-of-way or tracts and must be granted to the parties responsible for providing ongoing maintenance of the systems. Drainage easements through non-drainage structures are prohibited. 2. Wording to this effect must appear on the face of all final plats, and must be contained in any covenants required for a development. (Ord. 2991 § 1 (Att. A), 2016) • The Anacortes Municipal Code is current through Ordinance 3028, passed September 24, 2018. Disclaimer: The city attorney's office has the official version of the Anacortes Municipal Code. Users should contact the city attorney's office for ordinances passed subsequent to the ordinance cited here. City Website: www.cityofanacortes.org City Telephone: (360) 293-1900 Code Publishing Company The Anacortes Municipal Code is current through Ordinance 3028, passed September 24, 2018. t \ j - t: _ i -/•�I - . - .i. / t � i . / . / : : - '7 ` • �'4- ,< is: ! °pj,.. '� QL::rr:: ,ri . rt. wt•,1 . ,. - p. ♦ , ' ! r % , � , 1. I // L�irg�r` 11 . r, jj t'Crl 1' .«• 11 fr�'J♦ ``. � . / I/ 1 ! li 1 - t ` I ter ..7 rl• t�1.!y 71 sn.f ! � •\ ! iL t . t ( ' , �11 \ ' r ' " , � :1.� / - t \ 1 , 1� • I,/ tr`� • ' i{:'%tt• w 'h. I IS•f 'l •, ' i - , ' ' . �, . r � ' 1 � 1 , .�` C.f . { I �r .. : r{'� ilj• 1 I + f, i " 'L - � -.I � 1 ',\ � r .w 'l+ CI :iH . - ` r .�. _t � . " \ �, ra . � i`'�( I r. l , 1% � � . 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J • I . , e_. • : . =' 4 I Y I , - � / ,r - f / Pb / i . ! ti f �S } 1\ • � . \ i‘i \ , I . ..1: ....,./ 1/4. . - . \ 10 • � ' i ti T v U 1 1 1 H \� ,. � 31581 I TESC \ = TES \ 1, Access Road �, \ G \° '� 1 ,, Construction vehicle access shall be limited to ore route, unless otherwise approved by the official, CO J 0- 1 \ /� �� \bo o(L�� \ 1 1 A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as \ C. �� ` ti 1 — — possible prior of the entering ri cal he public roadway. The effectiveness and efficiency of the removal shalt be to the /� \\ ,3.0 ��� ; co P\ / 19 If conditions are such that an insufficient amount of material is removed from the tires by contact with the O l� ► /\' aggregate, the tires shall be washed prior to entering the public right-of-way. If wear from this process shall FENCE b be directed to a sedimentation pond or other appropriate sediment trapping bmp for treatment prior to release w ENCROACH v1ENT i \ \,� .- \ \ ' 4 D L A T I F— to the public storm water system, 2,2' � ,�c \ / ,;, _ - > The entrance shall be maintained In a condition that shall prevent the racking or flow of mud onto the public i`j► o k\is / \ Fg \ _ T - — I right-of-way, Periodic maintenance of the entrance, Including the removal and replacement of aggregate, and gg i b \ \ — cleaning and/or repair of sediment trapping devices shall be performed as conditions dictate or as directed by ►.�.r I �k% EAST / ^ ^ the official, 0' o �� �3� x / CbNd. / , / AF = 8 � 17 5 . 8 � 88 1 c 1 q w a FN P\cJ ► / _ \ o� I 0 I Sediment tracked onto the public roadways shall be cleaned (E.G„ shoveling, sweeping, pickup) on at least a daily p„ DPP `' DRIVEWAY basis. �00 bEMP�SILT / �XIST. m� d 2, Soil Stabilization to a ,� 0 ''FENCE y , BASS / ti ( ) \, rAll exposed soils shall be prevented from moving off-site or onto natural or artificial drainage systems through cQ 33 d i \ I _ _ suitable application of bmp's, including but not limted to sod or other vegetation, plastic covering, mulching, or A BMP C 3 / \ - I application of ground base on areas to be paved ti i .\ \ /---� SS,,CO (�/) \ 3. Protection Of Adjacent Properties \ 2 / i r', cn \ / (— 1 Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer C4 r.,,y W E+ \ ! ��O I strips, sediment bafflers or filters, dikes, berms. or mulching, or by a combination of these measures and other 4,1 x w I P�13 6 4 ,/ g rn I I appropriate BMP's, w o o CD /' EXIST. ] C H I -'�ST�P E r� % 4. Maintenance c O ' (4 Alt erosion and sedimentation control methods shclt be maintained and regularly inspected by the permit applicant c Z \� GRASS ! i % C H ERYL FELT / 18 In order to ensure continued performance during the like of the construction. (Note; without properLeb i / a' CONSTUCTION maintenance, city / county building inspectors may suspend all authorized work on your project until corrective f / / I ? 13 3 6 7 6 ENTANCE t \ measures are completed,) w �� - t 5, Unusual Events 2299y ' , �� \ �v� Ne° ' f , BMP Cl5 v \ CONCRETEAny adverse effects of increased runoff (unusual or large storm events) resulting from land distribution I C7 WASHOUT LOCATION activities shalt be controlled by appropriate measures as soon as possible. Additional erosion control measures p% r F�\�C� Eli 1 ` \ may be necessary where your project is located adjacent to a critical area. ,DOS F C//TEMPE i Mp �1 BMP C154_ — — \ rf e — ,, � `vr! ATE � MA \ AGENENTco PAP BMP C233 ` �� sr yx STD oO�j N CZQ a .,,'f� SOC%\ � U % o % � ��� • Summaries of Minimum Requirements 'gag - � p�P J�� �Mp Rt� S CO \ X� 1I Tor , ��r tart See the Stormwater Managemer t Manual (2005) Vo'ume 1 for complete descriptions of these requirements, 0, S �\';\' i\ø%C ' 9 i \ PRIVATE 20' SHAPED ACCESS & Erosion Control Notes for Residential Construction City of Anacortes cow 3 \ �� / bicj9" UTILI—Y ESMT AF 201702240096 A. Erosion Control Best Management Practices shill be in place per the accepted site plan prior to any w c 11. �° 1 I construction start, p, Ca S 70°26'59" W , i. : 1 i, ; i — — a� o \ os, i : ��, V / 1 S B. The erosion control shall be inspected once a day and modified to meet the surrounding conditions as �—+ „p a 17,74 � ��, 0�0- I needed. Ct .� ,' ', N 4 ) AS I C, The storm drains stem shalt be cleaned daily (Section 7-07,3), All drainage systems shall be cleaned to the �„� e, -�-� Iv t �nSI�L P� �'�� Y / R � \ EM SED , acceptance of the City of Anacortes prior to acceptance of the project. . _sop o �)� P bs St3 a0) , i co \ �J RA 1 r D. Stabilized construction entrances and roads shall be installed at the beginning of construction and ''d 0 "'' a V� R S ��� \ ; a t maintained during the duration of the project. Additional measures may be required such as wash pads to ensure Q6 p� s� •MP C �0 .' rr 'I �r 1 CPP c. �'Q ,) c ' PROPOSED i th i n t that all paved areas are kept clean, No mud Is glowed to enter onto City streets, -+—.) +.) rc E. Any soils exposed that will not be disturbed tor two (2) days during the wet season or seven (7) days in o V � ' . t/ ����� ` ��� -HOUSE \ 1 -� 1 1 6 \ the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, �I �� v ' ���� F 1 13 3 6 7 S etc.) -� o \\ \,4 j C� v8 5 \ I i 1 D 13 3 6 7 L 1 F, Two (2) weeks prior to the beginning of the vet season (October 1), all disturbed areas shall be reviewed to O \ ' 11 \� \\ j i I identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within CO \SV)110 O-5 s\c, --'1. 1 one (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas ""� \ \E . P \-\\GN g\�P C X \ I I SD 1 / 16 T H CORNER to remain uncovered shall be submitted to the Project Manager. The Project Manager can require seeding in additional areas In order to protect surface wafers, adjacent properties or drainage facilities, \ �n ) q FONG�dX�X ) \ I FND REBAR NO ,` G, Penalties for an Erosion Control violation are subject to a #300 to $1000 fine Under Chapter 17,66 - \ 1 \ \ \tJ X%X\ y „ P0C S� 1 CAP 0.50 EAST 1 Penalties for violation. Each day is considered a dfferent violation, / Q y EMP f el \-\C\A \ / OF LINE- - - - - - - - v 3 / C .,�LTCN / r--� t \ \\ " \. ,: \ �1N ___ \` j^ --- S 0°46'S4" W O \-1'1,- ----- 20,04' \ CITY OF ANAcoRTES �� btakintAPPtgVEQ PLANS ''"t {� \\� o J,v '' I ADDRESS: ! r�j 00 Loh J 2 ( !., 'L �/ \ �%,� ./ J d4P1�#tCtV D i3Y: ! DrY tie \�-.�'.. QjMQ ICJ.\�j P054 CanSVuc�.�n Itie �ti�i>�fi tO�l�`iu 11a� t�of�. APPROVED �1N5 Q �G'C'S1 / C ,1 Ja.Ci (� ^. „ry_ 1 i 1'1A�_! NOW RE AtTEREO WJTHOUT•AUTNQRUA . C, GD \ a( 1" ` ail Cn • al I \ , / I,s r lax O GCS ( This plan sheet is accepted for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the cT.i design with applicable laws is the sole responsibility of the professional engineer, whose name and stamp appear on this sheet. NO. Acquiring, complying with, and providing mitigation for all Federal, State, County, and Local Laws, permits, and mandates, including but not limited to the Endangered Species Act, Federal Wetland Permit, State Department of fisheries Hydraulics Permit, Federal flood Plain frit Permits, National Pollutant Discharge Elimination System Permits is �, HER the responsibility of the Developer, Landowner, and their Engineer. REV, QC WAs �C The issuance of this permit shall not be construed as proof of GRAPHIC SCALE �� `�Qr - , ' compliance with applicable laws and permit requirements. JOB NO: 2017-129 tiPj�' c DATE: Jan, 2018 1'. I CITY ENGINEER DATE SCALE: 1•=20' 20 0 10 20 40 80 + Ir �:A\ 27J30 d ( IN FEET ) F GI STEREO The acceptance will expire one year from the date DIM: D. HERRIGSTAD FSS/ONAL ENS noted above. CHECK: D. HERRIGSTAD 1 Bch 20 ft. January 11 , 2018 SHEET 1 OF 1 PER OWNER; f. \p 9 i J/ �` Revisions/Date \ APPROXIMATELY 250° TO NEAREST EXISTING FIRE HYDRANT. I L° _ 1) 11/20/2017 DURING CONSTRUCTION, THE RUNOFF WILLzTHEREFOREPROVIDETHISPROPOSEDHOME WITH A NFPA 13D COMPLIANT INTERIOR 1JAN .� $ �t8 ) / /wS BE CONTROLLED SILT FENCES AND 2 12 13 2017 RESIDENTIAL FIRE SPRINKLER SYSTEM. \ w SHALLOW SWALES WITHTO PROTECT THE 3) 01/11/2018 \ \ PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. e ADJACENT AND DOWNSTREAM PROPERTIES. I CITY of ANACORTES\ (� ESTIMATE # 17 10 11, DATED DECEMBER 1ST, 2017 WAS PROVIDED TO OWNER BY: ANY OR ALL OF THE FOLLOWING ADDITIONAL G " COMMERCIAL FIRE PROTECTION, INC. \ \ F 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 METHODS WILL BE USED AS NEEDED: CATCH \ \ \ \ ` v N 1 BWA ESASIN N COVERINGSERTS, STRAW E POS DWATTLES, SOI DIWTHSION o P 360 848 9093 F 360 848 1072 ��L 1 v CONTRACTOR'S LICENSE #: COMMEFP132MM 1/ P►•STIC. \ 1 FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; �j ilk ;,,,,,,,,, SIRE AND DITCHES WILL BE CLEANED \ \ \� Ed PROVIDE A MINIMUM 3/4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPING FROM THE \\ DAILY 0 .ROSION RUNOFF, IF ANY.- 7 . z 80, * \ � WATER METER TO THE POINT WHERE THE SPRINKLER SYSTEM CONNECTS IN THE GARAGE.\ BEARING ANGLES UNKNOWN ±92.16' / �` c*, U \ " 'hi•i— . _. _. _. _. _. _. _. _. _. _.. _ . _ . _ _ _. _. _. _. - . - . — . — . / PGA O N it . _ . _ . SjG RI „ 1,1 'l • • • • • • • cc‘ / 1 ! ! III\M 4NOTE: N ,V QPR�FRMER ' Pi ALL UTILITIES UNDERGROUND. 12' CONCRETE DRIVAY REQUIRED ROCK/GRAVEL y (owO j10N / , i„ N VERIFY LOCATIONS OF EACH. o of g_ CONSTRUCTION ENTRANCE E,i' V7 P \ \lc:0 is • \ `/ CONDUIT UNDER DRIVEWAYS i 52 AS BASE UNDER THE N c� �� \ 51 B '' " 4 e10, o;' o ASSUMED EDGE OF to t I S0,5C CR E DR\I /Sp` RADIUS AND/OR WALKS AS NEEDED. N PROPOSED DRIVEWAY PAVEMENT LOCATION w ):1 N \ �0 p \ . , GON (VERIFY) a p \ 12 . \ 20' SHARED DRIVEWAY AND UTILITY EASEMENT N pp 00 10 '59„ 11 124' SD ° 1 A C4 1-4 \ 2 p, /" j N N S 1p / a. o \ \'. / REVISION NOTES: \ \ z \ / S ° . o,, IAB� z OWNER TO PROVIDE A SOILS ANALYSIS AS REQUESTED BY CITY OF 1, \ — Q� it 1 ANACORTES, DEPARTMENT OF PLANNING, COMMUNITY, & ECONOMIC /11 \ \• W DEVELOPMENT. _ 2 \ . R14,-0"� I NO TOPOGRAPHICAL INFORMATION WAS PROVIDED FOR DESIGN. — — — \ w „ W • \ IF REQUIRED, OWNER TO PROVIDE GRADES AND SLOPE OF LOT, BEARING ANGLES UNKNOWN ±40.64' _ S 10,y1 ' --- _ \. \ i DRIVEWAYS, AND TURN AROUND. GE /./ �� I4. \\ \. PROJECT INFORMATION r- \\-� FjON �/ I • \ / i o RNGE0V\. �� 20 FROM. S . I \•\ \• I \ r /5 • \ PROJECT INFO : This project consists of a new wood-frame, TEMPORARY SOIL /• SQ \ • I two story, single-family residence with crawl \ STOCKPILE AREA \ •,, I \ \ space, attached private garage, and front porch. t - • \ I OWNER : Cascade Building Designs t o. t o, =4 ' , ,\\\\ „ \ 16839 Kamb Road \� Sq t PpRG % ;; GPI' ' \\ , �W J • 3 Mount Vernon, WA 98273 \ \ \V �v V00 GPRE'Gt- 400 sit V ' — 0 CO�`\ ,,,,, ,SG\�c \ \\ PR wP�c$ ,\\\ 7) o CONTRACTOR : Cascade Building Designs \ 16839 Kamb Road \ = Mount Vernon, WA 98273 \ \ `\ Rom` \ `\\ ;;- `\ o PROJECT ADDRESS : 1600 Latitude Circle � �-- �� \ ‘ ,,,,,,,,,- --- - 1 o Anacortes, WA 98221 \ \\ RE51 )ACG f� Illi + \ o' \ oSED \ .\ I LEGAL DESCRIPTION : Barin 's Add to ANA, Lots 7 to 11, BLK \ p:pP \v \ ± 15 10 / z gVACHST i a 1908, TWG SLY 1/2 4T W \ ;= \ vv A `` A` �""` Y ADJ ORD #1726 0o a i � ;,,� \\\ \ y s >L \ \ cool \NNPNGSCn PARCEL # : P 56573 o ' = \ D F OVER a \ ' R ASSESSOR'S # : 3774 - 908 011 0009 u, \ VW_ ' \\ \ i J^ Z ' �` \ 1•••••••••000wrier CODES : 2015 International Residential Code (IRC) 2015 Uniform Plumbing Code (UPC) \ \ 9, / 2015 Washington State Energy Code (WSEC) \ " BUILDING HEIGHT : Two-Story ( ± 25'-10°' ) o- = 18-d Q CITY OF ANACORTES See front elevation on sheet#2. r\ \ PLAI�111 ING & BUILDING DEPT: LOT SIMF /COVERAGE : ± 17,110 sf Lot �� \ ��, APPROVE PLANS © ± 2,596 sf Building Footprint = 15.2 % of Lot ,o, K�p�/��S PERMIT U: �`��_ ?& gy I� r] (, r`l \ A � � �� d� V �'" ADDRESS: (�C AS V 1 �i)O lC) ( CA� IMPERVIOUS AREA : Roof Outline (Remaining Frontl Deck w ) 2,786 sf sf \ ,p„ APPROVED tiSY: - I Remaining Rear Patio 100 sf ZpRemaining Driveway/Walk on Lot + 1,618 sf 51 SUBJ€CT TO FIELD INSPECTION. APPROVED PLANS \ - G�6 SHALt NOT BE ALTERED WITHOUT AUTHORIZATION. pTotal Impervious = 4,702 sf . \ \ ,,. i Sp\jN / - - - - - - - - DRAWING SHEET INDEX \ tWA • R DF �• - - . i \ PERF PG P\�ON Pj �� \ / 3 SHEET # DRAWING DESCRIPTION Z \ L \ „� R\G\�URp\..\ / Ln o �O \ j • pNs\oE pF o N 1 SITE PLAN \ \o, \ i• / W. S` m SQUARE FOOTAGE INDEX PROJECT INFORMATION O \ i / 2° AREA DESCRIPTION AREA 2 LANDSCAPING PLAN Z \ i \ SITE SECTION LIVING AREA (1ST FLR) 1699 SF z LIVING AREA (2ND FLR), INCLUDES STAIR 1178 SF 3 ELEVATIONS ( FRONT, LEFT) CL w i --------< TOTAL LIVING AREA = 2877 SF 4 ELEVATIONS ( REAR, RIGHT ) 5 FOUNDATION PLAN CO 0 \ \ GARAGE AND MECHANICAL 597 SF ........ o1 W 6 FLOOR FRAMING PLAN ( 1ST FLR ) / S 10a�'6p Drawn by:, 7 WALL FRAMING PLAN ( 1ST FLR) JMC k4© FRONT PORCH 60 SF SCHEDULES (DOORS AND WINDOWS ) Date: i October 7, 2017 8 FLOOR FRAMING PLAN ( 2ND FLR ) FRONT DECK, UNCOVERED PORTION 240 SF ROOF FRAMING PLAN ( LOWER ROOF) scale: 1" = 10°-0" u.n.o- SITE PLAN REAR PATIO 201 SF 9 WALL FRAMING PLAN ( 2ND FLR ) Sheet#: / 4 10 0 5 10 10 ROOF FRAMING PLAN ( UPPER ROOF ) MIIIMMIMIIII Scale: 1"=10'-0" 11 BUILDING CROSS SECTION(s) of_Sheets TYPICAL WALL SECTION \ \ 1 Revisions/Date \ \ \\ 2) 12/13/2017 \ \ \ 3) 01/11/2018 \C)-\ \ </' 2 F I 18 \ \ \ \\ g 1' I \ \---)\ \ \ \ ? \%C — 1 - - - - __ — CCC \ \ 7 \ t4-1 \ sis \c; cr ......../..---- \ \ 411+10. 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Astra 4, w w w w 4, .4, 4, .4, 4, 4, 4, 4, 4, 4, 4, 4. w w w w .V .E. .1., ..1/ w w N w w w % /• � w — -- - - . ✓ w .I., w w w .I. ‘J. .v / v� .V .1, *4.4.4401.% . - w .v 4, w w w w .V /w w w 3 w 4., 4, 4/ w w / v / 4, w too ki w w 4, w w w w w w � - Z alth3tii.Ite. b w w w w Ni.- � w w w N CL w w w / w/ w w w GF \9C.'RRV, w y� ' w w w P-c Rv-.Is:w w VEO�g\0�gt%% 'c_R- Z O_ vs se sw EX\50Rk\„V b0G% EL I— Q U a-- o w z1-- 02O G1n IA Akt Drawn by: / TOPOGRAPHY NOT PROVIDED; LOT ASSUMED FLAT. JMC __\ ...a* VERIFY ON-SITE. _7 SET ELEVATIONS OF PROPOSED HOUSE UP SLIGHTLY TO SLOPE FINISH GRADE AWAY FROM FOUNDATION, Date: I /i AT MINIMUM 0'-6" FALL IN 10'-0" OUT. October 7, 2017 O \ - -- Scale: LANDSCAPING PLAN -5' 1" = 10'-°�� u.n.o. Sheet# / 4 10 0 5 10 GRADE CHANGES FOR SITE SECTION REFERENCE. IIMMPIMMMEiMM VERIFY ACTUAL GRADES TBD. / 2 Scale: ,"=,G-0 A SITE SECTION \ 1 \ Scale: 1" = nr-0" of Sheets Revisions/Date 2) 12/13/2017 3) 01/11/2018 TYPICAL -• y i - o \ TOP OF PLATE L I U TYPICAL 18" ��/ .////// ///,/ V �/ \ �� 18" \ hi !: I\ E—GRr�q/ / in / I / E,G.rsf,T t18" ROOF OVERHANGS / °O TYPICAL // aO � 4-4\ TOP OF SUBFLOOR (2ND FLR LIVING AREA) - -- e4\ - N N / i 1 -I \ TOP OF PLATE — - / •E 0 — mi - - / 18" , iii- j / TEMPERED TEMPERED TEMPERED' 7 / - j / p z G.) _, z ,. \ � ///i O ERG� /sf, O F A \ i it mi / I / / H m, �� 1 a _ 10 /// ""------ \\ TOP OF SUBFLOOR (1ST FLR LIVING - O -- - ---. T TOP OF FOUNDATION SILL PLATES I_ la : • PROPOSED FINISH GRADE ■i® MEM °�� .... I 11, 11.. - .: ., - . . I L_s."I. ° CO SEE SITE PLAN FOR CONCRETE DRIVEWAY & WALK SLOPE GRADE (SLOPE AWAY FROM GARAGE) r 1_L o ao AWAY TYPICAL _LiCN APPROXIMATE AVERAGE ORIGINAL GRADE. VERIFY EXCAVATION DEPTH TOPOGRAPHICAL INFORMATION WAS NOT PROVIDED. ON-SITE DURING CONSTRUCTION SLOPE FINISH GRADE AWAY FROM FOUNDATION, BACK DOWN TO ORIGINAL GRADE, PROPOSED FRONT ELEVATION DOWN -6" AT 10'-0" AWAY. 0 1 2 3 5 10 Scale: 1/4"=11-0" PROVIDE ATTIC VENTING TO MEET OR EXCEED MINIMUM CODE REQUIREMENTS. CONTINUOUS RIDGE VENTS AND/OR INDIVIDUAL ROOF JACKS TYPICAL. PROVIDE ROOF SHINGLE COVER AS NEEDED. TYPICAL _. _.._-- — ---------- z _ ARCHITECTURAL COMPOSITION SHINGLE ROOFING TYPICAL. 30 YEAR MINIMUM. .. - __. __- - - N 5/4x8 FASCIA WITH 5" OGEE STYLE \ TOP OF PLATE CONTINUOUS ALUMINUM GUTTERS TYPICAL. 18" 18" ,,,/j - 18" 5/4x4 AROUND MINIMUMALL W TRIM L MPBO BOAR ENS TYPICAL. TOYS- (ALSO SEE TYPICAL WALL SECTIONS) G -03 TYPICAL <�AS�� TYPICAL TYPICALWOOD TRELLIS AT FRONT, BETWEEN AWNING ROOFS. 1z Pp °6.9 _ - -- -_ ::__-- �Q5 SEE PLANS AND EXTERIOR ELEVATIONS. 5p TOP OF SUBFLOOR (2ND FLR LNING AREA) 36" AWNING ROOFS AT FRONT. Tx! SEE PLANS AND EXTERIOR ELEVATIONS. \ PLATE \ �/ I 1 (OPTIONAL GUTTERS & DOWNSPOUTS) TOP OF ti/36" (n 18" 18" PT WOOD BRACKETS (SEE DETAIL) AT z / CEMENT FIBER BOARD SIDING. FRONT AWNING ROOFS AND TRELLIS. O_ HORIZONTAL LAP SIDING WHERE SHOWN. 2 0", "HARDI"or EQUIVALENT TYPICAL. I \/ I 2 \ / 3'-0" / FRONT PORCH: SEE SECTIONS AND VERIFY WITH OWNER. w \ 6x6 PT SUPPORT POST BOXED TO 12"x12" FINISHED. w '-a) / % , -co / SIMPSON AB66 POST ANCHOR. W 5/4x4 TRIM BOARDS AT CORNERS - x // TYPICAL / 1j / FRONT PORCH AND DECK PER l FRAMING PLANS AND FOUNDATION. CY +1 0 / VERIFY DECKING. \\ TOP OF SUBFLOOR (1ST FLR LIVING AREA) \ _ ----- In- ICJ o T TOP OF FOUNDATION SILL PLATESCI-- _ . .,., 1 ° : '.;'_ , • •. �• , .. '. • .. .... _o ,.. ..� u W SLOPE GRADE L-±-J STEP DOWN SLOPE DRIVE AND WALK(s) AWAY TYPICAL BELLY BANDS AND APPROVED FLASHING SEE FOUNDATION MAX. (2) AWAY FROM GARAGE AND FOUNDATION DRIP CAPS TYPICAL WHERE SHOWN. PLAN FOR VENTS RISERS, TO CONCRETE WALK/DRIVE Drawn by: JMC Date: LEFT ELEVATION October 7, 2017 - Scale: 0 1 2 3 5 10 . Sheet#: Scale: 1/4"=1'-0" 3 of Sheets Revisions/Date 2) 12/13/2017 3) 01/11/2018 TYPICAL /12 5 004) \ T TOP OF PLATE \ _18" 18" 0 N 18" 8" / j j/ �// 00 ////5 :3/7I/n/fr//s#: ___ _ r v= }1cp� - Q 5 .-may' M y Q In 0 - GI to _- N ecPanurn cI eculn16 TYPICAL - - - 1 a 1-4 I41 TOP OF SUBFLOOR (2ND FLR LIVING AREA) - — _— _ .__ - J�- T 0 O 1 \ TOP OF PLATE - - 1 \ 18" - ACROSST ROOF OVERHANGS ; / J/ / �� /��r j j/jj//j 18" ��/� — // r / / - ACROSS REAR PATIO AREA j / N ;TEM�FA' PERM' , // �j y � il 'enI /i / n _.."-- / / L�j \\ TOP OF SUBFLOOR (1ST FLR LMNG AREA) - t^ 7 — o T TOP OF FOUNDATION SILL PLATES STEP DOWN MAX. (2) RISERS L`-a"�1 TO REAR CONCRETE PATIO, AND DRYER VENTS ARE SLOPE PATIO AWAY MINIMUM REQUIRED TO BE 1/8" PER FOOT FOR DRAINAGE. MINIMUM 3' FROM ANY WINDOW OR DOOR OPENINGS INTO THE BUILDING. REAR ELEVATION 0 1 2 3 5 10 i 05.11=16ir Scale: 1/4"=1'-0" Ni. , _ -Iiii1/4: ,,--, 1#16*#\1/4)\ii , oh, ,. . 1 ilk ,... .„ TYPICAL ... 1..5) TOP OF PLATE // " 18" 18 18" - 1/2"0 MINIMUM LAG BOLTS; j///////r" COUNTERSINK WITH 1/4"x1"0 WASHERS. �� \� a HOT DIPPED GALVANIZED HARDWARE, or _ EQUIVALENT. PROVIDE DOUBLE 2x' _ I BLOCKING IN WALL AT EACH LOCATION. TYPICAL \\ m PT WOOD TRELLIS AT FRONT, BETWEEN AWNING ROOFS. 12 TYPICAL 5 - 4 SEE PLANS AND EXTERIOR ELEVATIONS. 12 \1 2x6 PT ® 16" O.C. -- - - - - \ TOP OF SUBFLOOR (2ND FLR LNING AREA) 5 10 3 1/2' 4x10 PT BELOW. w \ 0 -`-` TOP OF PLATE \ A\ T en - / N /////// / \ \ 36 18" �,f /// 18" O 11+11+N W i -...-I= I ma, r MCNI �5 I I v� CC I CO; O '. TOP OF SUBFLOOR (1ST FLR LMNG AREA) \ W _1_Ji. r - T \ ..J. TOP OF FOUNDATION SILL PLATES a.'4x4 WOOD PT I ' FOUNDATION WALL BUCKED OUT � I o DECORATIVE I I FOR CRAWL SPACE ACCESS PANEL. BRACKETS AT ----� WELL AROUND ACCESS IF NEEDED. Drawn by' FRONT AWNING JMC ROOFS AND I N TRELLIS, PER ELEVATIONS. Date RIGHT ELEVATION October 7, 4 1/2" 2017 � /_____ 24" /3 1/2" 0 1 2 3 5 10 Scale 1c4°=l' ll.I1.o. 32 Sheet#: ROOF BRACKET DETAILS Scale. 1/4"=1'-0" 0 1 2 ...,,„ 4 of Sheets Scale: 1"=1'-0" I C / 11'-0" / 24'-0" FRONT DECK / 7'-0" FRONT DECK: Revisions/Date / 7'-0" / 10'-0" 7'-0" / 4x4 PT SUPPORT POSTS. /1' 6' 0" / 5'-0" 5'-0" 6'-0" /1'/ SIMPSON AB44 POST ANCHORS. 2) 12/13/2017 12'0 CONCRETE PIER AS NEEDED, UP TO EDGE OF DECK (S:E FRAMING PLANS) PROPOSED FINISH-GRADE. SEE ELEVATIONS. 3) 01/11/2018 \ - - -" I- 18"x18"x8"(deep) CONCRETE PAD FOOTING s 11 i I W/ (2) #4 REBAR MINIMUM EACH WAY. �� �: _ I- 18"0 ROUND FOOTING OPTIONAL. \ I L__S = g = Z J� 4x10 DF PT L- 1 (DOWN) SEE DECK FRAMING FOR BEAM (UP) HERE. I 78'-0" / / lo / 54'-0" 24'-0"I / o / 12'-O" / ® so_ 42'-0° FRONT PORCH: p / 60 /32'-0" I 10'-0" PORCH 6x6 PT SUPPORT POST ABOVE. 4 I SIMPSON AB66 POST ANCHOR. INDICATES SQUARE INDICATES SQUARE cU1 3'-0" 16"0 CONCRETE PIER AS NEEDED, UP TO CORNER POINTS / CORNER POINTS >-: FOR LAYOUT / "j / / / ' \ PROPOSED FINISH GRADE. SEE ELEVATIONS. FOR LAYOUT N 6" 21'-0" 2 -0" 1 M ,h 36"x36"x12"(deep) CONCRETE PAD FOOTING 'd ~ 1-1 �� 4- N n�,-� ,e W/ (5) #4 REBAR MINIMUM EACH WAY. " U N \ \ 5F \ Jf \ �a1 • \ \ \ 00 ZJ cA d p SENT o u.J0 o EIOLH > 0 " 3 w o N LU / 6'-O" / 6' O" I/ 2'/ 5'-O" / 6'-O" / 6'-O" / 6'-O" / 5'-O^ 2' A o w to rn w w DOWN (2)R LT~ � v. a s \\ Ic 1n a 1 r t14" TOTAL I a - wwo \ \ \ r z J - - - - - S6 — -- - - I I - O o a d F - \ ./ 4x10 DF BEAMS / -\ J J L I — c_ op a U a. VENT c C 1 \� N IL o o TYPICALO THIS ROW INTERIOR CRAWL SPACE (THIS ROW TYPICAL): *Do L I CO � co s " �1- r 4x4 SUPPORT POSTS W/ SIMPSON AB44 ANCHORS. I H o o \ ,L > 18"x18"x8"(deep) CONCRETE PAD FOOTING W/ (2) #4 E.W. of \ w I 0 --_, 3 -- 18"0 ROUND FOOTING OPTIONAL. 1n " > _LI 1n y o xvz o `o 3'-10 1/2" 16'-3" 3'-10 1/2" / CO re)a mLLI o CRAWL SPACE / / \ \ 18"(h) MINIMUM. \ r o FILL FINISH RGRADE,AWL PPERSPACE 1 Ito 0 1 n PLANS & SECTIONS. - F FOR CGAR GE DOOR AOPENING(s) 1 1r, I 0 WITH CONTINUOUS FOOTINGS I b INTERIOR CRAWL SPACE (2 TOTAL LOCATIONS HERE): \ ----r T \ -- —-- - -- F. 6x6 SUPPORT POSTS W/ SIMPSON AB66 ANCHORS. 'ol 0 0 24"x24"x8"(deep) CONCRETE PAD FOOTING W/ (3) #4 E.W. ' 36"x36"x12"(d) g ROUND FOOTING OPTIONAL.54 EWJ2e0 10( DF DOWN) MS O _, N x 11 0 -, I — —_ — 2s6 BEARING \ 7," I— — — — - — — — ——� t \ \ 2x6 BEARING 1 I __I \ ____i .e - 2' 5'-0" 5'-0" 4'-2 3/4" 4'-2 3/4" 36"x3 'x12"(d) GARAGE SLAB / / / _ (5) 4 E.W. 4" CONCRETE SLAB ON COMPACTED FILL o t 12'_O^ 8'-5 1/2" I 4'-0" 7'-1 1/2" 7'-3 1/2" 6'-8" PER PLANS AND ENGINEERING J 24'5 1/2" / / 21'-1" /j n 8'-5 1/2" / (540 SF SLAB) ( " , ' o INTERIOR CRAWL SFACE (THIS ROW, U.N.O.): M Jr'I I HARD TROWEL FINISH z=1g WE v , N _ 6x6 SUPPORT POSTS W/ SIMPSON AB66 ANCHORS. x) x o w E INTERIOR CRAWL SPACE WHERE SHOWN. 1 z 16"(w)x8"(d) CONTINUOUS INTERIOR CONCRETE ( ) m�a Fi_10 \ w 2x6 e 16" O.C. PONY WALLS WITH STUD PACKS AS SHOWN, I g=z} 3� i- > FOOTINGS WITH (2) #4 REBAR CONTINUOUS, FOOTINGS in N - "` FOR INTERIOR BEARING ABOVE. 0 1i w a4 TYPICAL EXCEPT WHERE NOTED OTHERWISE). 1n I o o II c� Q \ ANY WOOD IN DIRECT CONTACT W/ CONCRETE SHALL BEZ I L 1 0 0 \ PRESSURE TREATED. r \ a o l BUCK OUT ---'.--.-.----...1 w 16"(w)x8"(d) CONTINUOUS INTERIOR CONCRETE FOOTINGS DOWN (2)R \ FOUNDATION WALL Z g 2 : 3 N --I—� I—.i I x x WITH (2) #4 REBAR CONTINUOUS, TYPICAL EXCEPT WHERE (±14" TOTAL) ?AlFOR 36" SIDE GARAGE I z 1", °O ° m NOTED OTHERWISE). mDOOR - -a-a e: " A N -4. I N o MINIMUM EXTERIOR I "� \ 5/8"x10" ANCHOR BOLTS ® 48" O.C. TYPICAL (UNLESS NOTED OTHERWISE ON _ —L.. _ LANDING (VERIFY PLANS, OR PER ENGINEER'S SHEARWALL SCHEDULE). THERE SHALL BE A o\ \ r J ,� 1 \ \ DEPTH OF BUCK-OUT) o MINIMUM OF (2) ANCHOR BOLTS PER PLATE SECTION, WITH (1) BOLT LOCATED __ LI VENT VENT I S —" o _ or i 5 NOT MORE THAN EC AND NOT LESS THAN (7) BOLT DIAMETERS FROM ENDS n N OF EACH PLATE SECTION. BOLTS EMBEDDED MINIMUM 7" INTO CONCRETE. L___r r___i T J O /8• PER FOOT P L T J - STEP SLOPE SLAB AWAY, MINIMUM \ \ \ \ • T L \ 1 r } L r DOWN�2R o • L \ \ 1 , \ \ \ WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS l a 7'-5 1/2" (±14" TOTAL) PATIO a 6'-5 1/2" 2'-0" I SHALL HAVE (1) ANCHOR BOLT LOCATED IN THE CENTER THIRD OF THE SILL / / / a / / PLATE, WITH WALL CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. 4" CONCRETE SLAB ANDO ENGINEERINGNERTED FILL DOWNSPOUT WALLS 12" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL PANELS oI PER PLANS of o DOWNSPOUT CAN BE CONNECTED TO THE FOUNDATION WITHOUT ANCHOR BOLTS, WITH WALL (201 SSF SLVE) LOCATIONSALUM CORNERS FRAMED TO ADJACENT BRACED WALL PANELS. W L BROOM FINISH (VERIFY) FORUERSMITUM � L _ _J GUTTERS AT ALL ANCHOR BOLTS ALONG BRACED WALL LINES REQUIRE 1/4"x3"x3" STEEL MONOLITHIC THICKENED SLAB PERIMETER FOOTING ROOFS. PLATE WASHERS U.N.O. ON ENGINEERING. PROPERLY SIZED CUT WASHERS ARE ill ' W \ I \ \ PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT CONTAINING BRACED WALL K I Z I / 8'-5 1/2" / 32'-5 1 " 24'-0" / PANELS OR IN BRACED WALL LINES. id 20'-5 1/2" / 25'-1" / / / 2 2x6 SILL PLATES MINIMUM. - - .., 78' 0' / (ALL WOOD IN CONTACT WITH CONCRETE TO BE I STEMWALLS TYPICAL /8"(w) CONCRETE Q ,, SCREENED FOUNDATION VENTS ARE REQUIRED AT CRAWL SPACE. PRESSURE-TREATED) PROVIDE ONE SQUARE FOOT OF NET FREE AREA FOR EACH 300 lies SQUARE FEET (SF) OF UNDER-FLOOR AREA. TOP OF CONCRETE FOUNDATION STEMWALLS ���� \ — \ VENTS POURED-IN-PLACE IN TOP PORTION OF CONCRETE r FOUNDATION WALLS, AND PROVIDE AN EXTERIOR WELL AROUND "co GRADE TYPICAL I;" o FOUNDATION PLAN \ _ ��: PROVIDE MINIMUM (2) #4 HORIZONTAL VENTS, IF BELOW EXTERIOR GRADE. z o SLOPE GRADE AIWYAPICALOM FOUNDATION Y��%\j�� 3 REBAR IN TOP 12" OF FOUNDATION - \ \ \ I WALLS UNLESS NOTED OTHERWISE ON 0 1 2 3 5 10 CRAWL SPACE INTERIOR AREA = 1600 SF. /\�\� FOUNDATION PLAN AND/OR ENGINEERING. 1600 SF CRAWL/300 SF = 5.33 SF MINIMUM VENTING REQUIRED. o N \\�\\�\\� (1) 8"x16" VENT t0.88 SF EACH. w a SCREENED FOUNDATION VENTS TYPICAL Scale: 1/4"=1'-0" THEREFORE, (7) VENTS MINIMUM WILL MEET CODE (6.16 SF). `-' O ��V��V��/ / •1 V PLACEOTOPDOFOVENTNNIO" BELOWATIOPSOF v PROVIDE (8) 8"x16" VENTS AS SHOWN (7.04 SF). ) w " 11,E, \\\/\\\/\4 ' 4 CONCRETE STEMWALL, AND EXTERIOR WELL a o M \\\\\\\ \ AROUND VENTS BELOW GRADE AS NEEDED. 3 \ \ \. :a ram* \ \ \/ J CONTINUOUS PERIMETER FOOTINGS WITH (2) E m \ AAAA\ . . ', ' 3 #4 REBAR CONTINUOUS (TYPICAL U.N.O. ON LLJ> Lij N CC FOUNDATION PLAN AND/OR ENGINEERING) -�\\� - v z \�A\� t :; 8 MIL BLACK POLY VISQUEEN VAPOR BARRIER TOP OF FOOTINGS_BOTTOM OF WALLS \�1 /,'0; 4i CONTINUOUS OVER CRAWL SPACE SOIL Z t-�f� �:��.. c II \ 0.00ram • . ire` x \co 0 EXCAVATION; BOTTOM OF FOOTINGS / ' A-• • ' HY. 4" RIGID TIGHT-LINE DRAIN. * \ /�\��\A ' FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL p DAYLIGHTER TO GRADE. REBAR FROM FOOTINGS AT NO MORE THAN 48" O.C. WITH A STANDARD HOOK Z FILTER FABRIC SURROUND. A� . \ 4" RIGID PERF. FOOTING DRAIN WITH 4" 8" 4"/ 3" CLEAR OF BOTTOM-OF-FOOTING, AND EXTEND UP INTO THE STEMWALL 12" MINIMUM OF DRAIN ROCK COVER. 16" THE LESSER OF 14" UP INTO THE STEMWALL or 2" CLEAR OF TOP OF WALL. 0 DAYLIGHT TO GRADE. ' VERTICAL STEMWALL REINFORCEMENT THAT IS INTERRUPTED BY WALL OPENINGS L_ TYPICAL UNLESS NOTED (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL OTHERWISE ON FOUNDATION REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12" OF EACH SIDE OF PLAN AND/OR ENGINEERING. THE WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED GENERAL FOUNDATION NOTES: I)rawnby:, FOOTINGS TO REST ON IN STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH UNDISTURBED SOIL. THE ADDED VERTICAL REBAR ABOVE. VERIFY.) ALL HARDWARE AND CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD SHALL JMC VERTICAL REINFORCEMENT GRADE 60 MINIMUM. BE OF HOT-DIPPED GALVANIZED, OR EQUIVALENT, Date: October 7, 2017 0 DETAIL Scale: gir 1/4"=1' 0" u.n.o. Sheet#: FOUNDATION DETAILS 5 Scale: 3/4"=1'-o" of Sheets Revisions/Date DECK JOISTS CANTILEVERED ±2' 2) 12/13/2017 AND SOLID BLOCKING OVER SUPPORT BEAM 3) 01/11/2018 a 1- 4x10 DF FT (DAWN) N 2x10 PT DF #2 DECK LEDGERS, 0 0 WITH APPROVED SIMPSON HANGERS. z v-__--- __--_ 2x10 PT L�F_#2 DECK JOISTS G 16" O.C. _ z FRONT ENTRY PORCH DECK: L`' -- ^ W STEP DOWN MAXIMUM 1 1/2" FROM TOP OF m _I ENTRY DOOR THRESHOLD TO PORCH LANDING. 4-I 0 0 o SEE PLANS FOR CORNER SUPPORT POST N TO 2ND FLR ABOVE. 0 I DOUBLE END ;' N 1 JL JL JL JL JL JL JL AIL JL JL JL J L -J L- JL _J L- J L JL _ JI L JOISTS (UP) U N ( 700 • { F A--p- --RI-4-t---h l -- r---1--�--+- .I 1-k---t --k-- k--a- -r' -�- a--4 --1 --4-i Mir 1 r T r 11 T r 11 Y i ,' �- •U 0---, wv cn N H�-I J v7 2x10 PT # D w ,n •/ vc F DECK JOI S 16" O.C. 1 � a --r_L�.' - -_ __ �$y= — _�_ _ =�_ a ::. _ �= _A L-J L A L -J L_ J L JL_JLLJ- '� O t 4x10 DF BEAMS L_ r 4 Ei p ct ;D 0 W N) M - t; -- -- - - q k I TYPICAL THIS RCW I I I Li N MINIMUM 9 1/2" h GH BOISE BCI I 1-1 =NGINEERED WCOD I-JOIS S ® 16" O.C, YPICA U.N.O._ it v CH JOTS' SII ZE AND SER S T' BE ERIFED Bt TRLSS ENGINEER ---- IT 1 2-PLY RIMJOIST (UP) I o OVER CRAWL SPACE I W r') I ACCESS OPENING / a L. cc I I,^y 1 Ii -- 2 6x1 DF EEAM (DOWN) 6x1C DF 3EA C. (DO N) _ - tx� t�r-- EARQ,�B - - _ - £l — _ — % -/. -`r MO +-BEARD. _ / /� ;�' __;_ �i ----� ' MECHANICAL ABOVE: GARAGE SLAB /; 1 / �__-!!! HVAC GAS FURNACE AND J / ;2 tj ,/ TANKLESS GAS WATER // a �)ro. G HEATER IN GARAGE, ON r Lu //� o )%, ' PO ., 4G' 1ST FLR FLOOR SYSTEM. o ( 'Zs✓.'/ Q,J� �� SEE SHEET #7. as I ��---7 I o �L----� glIl 4111 e-r, 1 it z a i • a J \ I .c o _ 5 H > 1 I _ �\ _ ! 1 ASH=I�/D'•YER \ �`` 0LF ` / - i i� F Nitlak.. . ``�,--- J 1 J I 1 _I J --1---- -- L- - �--�_.�•--�-I -- -J --- ��-==r it � I \ y • A L • • 1 PATIO - -" > FLOOR FRAMING PLAN ( 1ST FLR) or 0 1 2 3 5 10 J Li_ Scale: 1/4"=1'-0" I— Z IZ CD z Q /N/ VERIFY TYPE OF PROPOSED DECKING FLOOR FRAMING NOTES : f MATERA. PRIOR TO INSTALLATION FOR SEE ELEVATIONSISTANCEFROMPOF L.. FOR SIDING. o DOWN TO TOP OFTOLEDGER.SUBFLOOR 3 MECHANICAL CONTRACTOR TO VERIFY FURNACE AND H.W.H. LOCATIONS E kr USE APPROVED SIMPSON JOIST AND LAYOUT, UNIT SIZE, GRILL SIZES, AND DUCT LAYOUT TO MEET z N HANGERS FOR P.T. DECK JOISTS UNIT SPECIFICATIONS AND ALL APPLICABLE CODES. 0 N 6" APPROVED FLASHINGCD 3 ONE BOLT WITHIN 6' OF EACH / 3 ,o SEE FOUNDATION AND WALL FRAMING PLANS TO VERIFY ALL DIMENSIONS. _ I END OF EACH LEDGER PIECE J LJ_ ct TOP OF SUBFLOOR w I, I-, le ENGINEERED FLOOR SYSTEM MANUFACTURER/SUPPLIER TO VERIFY LAYOUT o AND PROVIDE ENGINEERED FLOOR SYSTEM SHOP DRAWINGS TO MATCH. -J I. ;; toULti ;; €1 II - ENGINEERED WOOD I-JOISTS INSTALL PER MANUFACTURER'S SPECIFICATIONS. CO o �u iiII CW9 ii 2x10 PT DECK LEDGERS 0 16' O.C. TYPICAL Drawnby: z¢ riL OO L� PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ANY BEARING POINTS FROM ABOVE. �1VIC 12.1 CD ENGINEERED WOOD :OLTS 16" O.C. (SUCH AS GIRDER TRUSSES, etc.) SEE PLANS AND VERIFY LOCATIONS. H I-JOISTS BEYOND o 2 i Date: up 1s o.c. TYPICAL 3/6 to 1/z uc BOLTS ADDITIONAL BLOCKING ONLY WHERE REQUIRED BY LOCAL CODES, AND/OR WITH WASHER o 16' O.C. ,S o 2x6 EXTERIOR WALL, CRAWL SPACE PONY WALL, MANUFACTURER'S REQUIREMENTS FOR ENGINEERED FLOOR SYSTEMS. October 7, 2017 2 AND STAGGERED AS SHOWN vrS a or CONCRETE FOUNDATION WALL cn \ Scale: ic DECK LEDGER ELEVATION 1/4"=1'-0" u.n.o. DECK LEDGER SECTION Sheet#: DECK LEDGER DETAIL 6 Scale: 3/4"=1'-0" of Sheets I Revisions/Date • 24'-0" FRONT DECK 7 -° / WALL FRAMING NOTES : 11 -°" / 3'-0" / 2) 12/13/2017 21'-0" 1 / 3) 01/11/2018 ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS e 16" ON CENTER. ALL INTERIOR WALLS TO BE 2x4 STUDS ® 16" ON CENTER EXCEPT WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. \ _----_ _- __ DECK AWAY FROM HOUSE AT MIN. 1/8" PER FOOT FOR DRAINAGE. VERIFY DECKING. 78' °" / 24' 0" SEE EXTERIOR ELEVATIONS & DETAIL FOR TYPICAL WINDOW FRAMING HEIGHT. 12'-0" 32 42'-0" ELECTRICAL SUB-CONTRACTOR TO VERIFY LOCATIONS AND INSTALL SMOKE ALARMS WHERE REQUIRED BY CODE. o / _ SA - INDICATES SMOKE ALARM 0 5'_g^ 15'-6" / / t I- / / 10'-3" FRONT PORCH: sCO - INDICATES CARBON MONOXIDE ALARM IS REQUIRED ON EACH FLOOR. Z 5'-3" / 6x6 PT SUPPORT POST BOXED 4" o / TRELLIS ABOVE 5' 0" 5' 3" / / SEE PLANS AND ELEVATIONS 36" AWNING ROOF ABOVE TO 12"x12" FINISHED. N 0 36" AWNING ROOF ABOVE I - SIMPSON AB66 POST ANCHOR. SEE DOOR SCHEDULE ON THIS SHEET. 171 I r�Vri�s r DECORATIVE rill N o -� ���1�0 BRACKETS II FRONT ENTRY PORCH DECK: 0 ~ N 1 ® © I E il I - - w STEP DOWN MAXIMUM 1 1/2' FROM TOP OF rn I I I J SEE WINDOW SCHEDULE ON THIS SHEET. - - H 'DE' TO BE SL ED Y Et1GINE - LI' ENTRY DOOR THRESHOLD TO PORCH LANDING. \ \ \ U I cK I DhREC -VE " I I TO OUTSIDE P ' I R ; i � I - 6-12 DF BEAMS (DOWN) 4x10 IF HDR I � - -- ----- -- -- -- -- rq CC e; INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE. (SEE EXTERIOR ELEVATIONS) \ -- — — � %i 9080 SGD 4sLOPEoecK(s) SEE WINDOW SCHEDULE ON THIS SHEET. fie :050 SLIDER XO n 0 1060 AWAY, MINIMUM g I I SLOPE C- 3 y ,si�/� FIXED 1/8' PER FOOT AWAY, MINIMUM "o to crN Q �� ,: •5 ^ © m 1/8' PER FOOT MECHANICAL NOTES : 0 6' 0" 6' ° j i,-' I 1 o PORCH o to (� c, i NOTE: VERIFY DECKING. DOWN (2)R DRIVEWAY a+ ' �' 4 TOTAL) ITE PLAN HVAC GAS FURNACE AND TANKLESS GAS WATER HEATER IN DRIP PANS PER PLAN. O = WINDOW "A" (WITHIN 2' OF DOOR) co— o c I w ( 1 SEE S IS MARKED TEMPERED -� oN X I t VERIFY AND INSTALL EACH TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). U( 4x10 DF HDR OFFICE m = GLASS ALREADY BOTH WINDOW SCHEDULE �,� I 4x10 F HDR __ ,-- �fO/%ADO/� pr fty7 \o °O AND EXTERIOR ELEVATIONS. to FOR GAS APPLIANCES: j 6050 SLIDER OX WINDOW "N" IS MORE THAN 2' 6050 Q PLATFORM if REQUIRED 18"(h). R-10 PAD if REQUIRED. SEISMIC STRAP. P.R. TOP OUTSIDE. EGRESS ±15.0 SF SA /1 -6'y SLIDERXO 0 AWAY, IN ANY DIRECTION. 4_6" / 5'-6' ` MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. % = 10' 9" / 10'-0' / 3 -10 1/2" 16'-3" 3 -10 1/2 O 0 at In I N DUCT AND BLOWER DOOR TESTING REQUIRED. I4'-0 1/2"/ 6'-8 1/2" 21 3 ' Z I in PER OWNER; APPROXIMATELY 250' TO NEAREST EXISTING FIRE HYDRANT. y' ®� LINEN LIVING o T \ \ THEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM. oo — — — -00 e . N o o �/ r // I i%//f0////O/// PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. SHELVES w ESTIMATE # 17 10 11, DATED DECEMBER 1ST, 2017 WAS PROVIDED TO OWNER BY: & \ DINING S A GARAGE DOOR HEADER PROTECTION, INC. " �I 5.25"x11.ARA DOORAH 2.0D2800 DF / 17199 COMMERCIAL FIRET ROAD, MOUNT VERNON, WA 98273 = I o MASTER '? S.A.O• ti; o I 00• SA. oO �� I 21' 1" 8'-5 1/2" \ \ tOi ' SUITE d ®o� 8 e® AL-A?'4'_0° STAIR "� / 3'-6 1 2" f P 360-848 9093 F 360 848 1072 0 �C0 I T-6 1/2" 13' 6 1/2" / 4'-11" / / CONTRACTOR'S LICENSE #: COMMEFP132MM O No o __ / 5'-9 1/2" "o I l'iti I �� \ / 7 9 / / • I j FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; 21' �\ 5' 3" 2 -6" / >�/I PROVIDE A MINIMUM 3/4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPING FROM THE WATER METER TO THE POINT = POWDER le g / I I M CONNECTS IN THE GARAGE. j N �I 1- iF � - 16'-0"(w)x8' 0"(h) o WHERE THE SPRINKLER SYSTEM j ` 0 I j 12,-0" n wro; ' lx o t" ENGINEERED BEAM (DOWN) OVERHEAD GARAGE DOOR j �y \ — I I OVERH AD 1/2" R.O. M °J % 10'-0" / o TO BE SIZED BY TRUSS or STRUCTU L - - COPIED FROM #B103 RESIDENTIAL ENERGY CODE WORKSHEET : 2 -°„ _ "� _ —ENGIN oR 2ND FLR ABovE _ �_vvvwvv�� �, , cn v v CREDIT(s) 'o o % z .,�:;,, . ��.�OUVA n 7jr A - W • OPTION 0.5 b' -i -- \ = oI 1111 2w / FURNACE Z OPTION 1c: I GARAGE EFFICIENT BUILDING ENVELOPE 1a: N\ p 8 � IawlfR� R 2' 6" i4 V� x I o c.�IPRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MOFICATIONS: om ,' = IL 3¢I I law L _ O' = w L_ _� VERTICAL FENESTRATION U= 0.28 ' ®I 8 I I \ N o / - O Fa�� o �_� s FLOOR R-38 M r �� SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R 10 `n g'_7" 2' 7° y 2' 4" ��o a ' _ >- a0 k � O�x��S ' n'il- N \ _ PERIMETER AND UNDER ENTIRE SLAB o o v N I 5\J �u 2x i � � \ N"D51 or x / o I I 5�' KITCHEN III= 6 6 — o\ \� a3 ` I N 1 = 93 COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%. \ \ O`' I o o BATH-1 k ep� . w n I a I a //- J Inn3o H N O Zd co _ uio\o Q� 1.0 = 0 No o CLOSET �� ISLAND W/ " r A'' '" \ o w OPTION 3a: co \ \ PLUMBING AND ` \ F ��� N _ \ HIGH EFFICIENCY HVAC EQUIPMENT 3a: M �' FA" vr0 ryo P..• • i 4 D a o' N L__ GAS, PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF 94%, or J C OSET \ �?• \ ELECTRICAL z \ ` � - cr,� Es = of \O+ GAS, PROPANE OR OIL-FIRED BOILER WITH MINIMUM AFUE OF 92% \ 7 N �� RANGE/OVEN N o CLAIM THIS CREDIT, THE BUILDING DEPARTMENT DRAWINGS SHALL SPECIFY THE OPTION f 3' 1 1 _ s„ L� LAUNDRY � , N TO QUALIFY TO 3'-7„" 7 I (ff / D 4 WN \\ BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM 2 _6 O PNTRY _ _ M CRO./HOCD —I \ WASHER/DRYER (±14 (2) AL) I1 S� A © i \ 'v __ _ _ _ _ " TOT EQUIPMENT EFFICIENCY. \ W n _ o 0.5 T9jp = 6 -8 1/2" - ✓ T 9" 6080 SGD XO OPTION 5G: it o / rF � G VENT TO b / ' 6020 FIXED EFFICIENT WATER HEATING 5a: I wr02 L _---N-� 4.10 F HDR gO40.�L4DEC�X4, Cali.. I 6020 FIXED � �_ - _ ry ///// \ \ \ ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT / I STEP SLOPE Alm OUTSIDE -1 - � ////// 4x1 4020 FIXED 3020 F.XEL AWAY, MINIMUM N � o� i 1.75 11/e PER Fool 0 HDR • GPM or LESS. ALL OTHER LAVATORY FAUCETS SHALL BE REATED AT 1.0 GPM OR LESS.0 // //�//////O/O/,yam- - /////%/O - - DOW v(2)9 • x1 DR 4x1 DR F - 0 F H TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION \ \ \ \ • 4x10 f�F HDR 4x10 [�F HDR " PATIO aH G G BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, / B (t14" TOTAL) 2 24-0 7 _p E J CONCRETE SLAB. 5'-5 1/2" / T-0" 10' 0" / KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 4'-0" STAIR 4-0 a 'ol / 3' 0" / 1.5 / 6'-0" / 3'-0" / 4'-0" 3'-6" / / / io 0 / S'-5 1/2„ OPTION Sc: 0 9'-0" 7'6" 3'-11 1/2" / t8-0" / 1T-1" / 32' 5 1/ " / EFFICIENT WATER HEATING Sc: 1 / 25'-1" / WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER /20'-5 1/2" / / / 78'-O" HEATER WITH A MINIMUM EF OF 0.91 / Sr SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATE __ _- --—--—-- -- -- HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON \ o _ DRYER VENTS ARE THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG- REQUIRED TO BE 300 CERTIFIED SOLAR WATER HEATING SYSTEMS MINIMUM 3' FROM or ANY WINDOW OR ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING THE DOOR OPENINGS STANDARDS OF NEEA's NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS INTO THE BUILDING. BEINGTO UALIFY TO SELECTED CLAIM THIS CREDIT, THE AND SHALL SPECIFY THE WATING PERMIT ER HEATER EQRAWINGS UIPMENT PMENT TYPE ANDHALL CIFY THE THE MINIMUM ON EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE l MINIMUM ENERGY SAVINGS. TOTAL CREDITS = 3.5 WALL FRAMING PLAN ( 1ST FLR) � L1J J. 0 1 2 3 5 10 J J I I Vilir .7----.. O IN ERIOR S":CEIIII Scale: 114"=1'-O" ~ D EXTERIOR r GARAGE ®p (2) 2x6 TOP PLATES C U S �, () TYPICAL r RIGHT SWING, RIGHT SWING, NOTE: 4x1I DF HEADERS Z FOR EXAMPLE. FOR EXAMPLE. BECAUSE 2015 WSEC ENERGY CREDIT 1a IS TAKEN, OWNER MUST PROVIDE TYPICAL U.N.O. DOOR QUANTITIES: A WEIGHTED U-FACTOR AREA WORKSHEET SHOWING THAT ALL VERTICAL O DOOR QUANTITIES: FENESTRATIONS WILL HAVE A U-FACTOR OF 0.28 or LESSOR, TOP OF PLATE d z EXTERIOR DOOR SWINGS ARE INTERIOR DOOR SWINGS ARE or STATE -ON THAT ALL DOORS AND WINDOWS MUST MEET THIS. PLATE HEIGHT KEY Z_ COUNTED FOR FROM THE EXTERIRIGHT), COUNTED FOR FROM THE HINGE/BIDET), 1STLE FLOOREIWALLS ~ __ __ __ __ AS VIEWED THE EXTERIOR. ASF INTERIOR THE HINGE SIDE TOP OF FRAMING ROUGH OPENINGS FOR Z Ell OF INTERIOR DOORS (VERIFY). WINDOW SCHEDULE >:�,. 9'-1 1/4" PLATE HEIGHT (TYPICAL) AT � CO 2x6 PLATE w � WINDOWS AT 1ST FLOOR, LOCATED BELOW DOOR SCHEDULE J VERIFY AU, 1ST FLOOR EXTERIOR WALLS, BEARING ON = o BELOW HEADERS vci E a (3) TOTAL 2x6 PLATES PLUS HEADER, LFRAM� CONCRETE FOUNDATION STEMWALLS BELOW. =z" 0 3 ,g TYPICAL UNLESS NOTED OTHERWISE (U.N.o.) FRAMERS vEwFY e1L QUANTITY QUANTITY QUANTITY " OIL REMARKS u_ * I o cc ROUGH OPENINGS SWINGI RIGHT TYPICAL DESCRIPTION g'-1 1 4 PLATE HEIGHT (TYPICAL) AT �z r "'3 0 J CI DESCRIPTION REMARKS LTR. Fr/iN SIZE NCHES QUANTITY > VA����� / " NUM. SIZE SWING 1 WHILE VINYL, FIXED PICTURE WINDOW SIDEIJTE INSULATED, TEMPERED GLASS 1ST FLOOR INTERIOR BEARING WALLS. a = +� CL 1 Ex1ETtI0R/OVERHEAD GARAGE DOOR PER ELEVATIONS INSULATED A 1'-o•(w)z6'-o'(n) 1z'(w)x60•(n) SEE FOUNDATION PLAN FOR SUPPORT a 3 ^ _ \ 1 is'-o(w)xe°-o'(n) INSULATED AT CRAWL SPACE BELOW. BOTTOM - WINDOW HEIGHTS MAY VARY r� 2 72(w)8x 96 3/4' 1 EX�ER OR/FRONT ENTRY DOOR INSULATED B 3'-0'(w)x2'-0'(h) 3t6+24•(n) I WHITE VINYL, FIXED PICTURE WINDOW _ C 3'-0°(w)x5'-0°(n) 36•(w)x80•(h) 3 WHITE VINYL, FIXED PICTURE WINDOW INSULATED o 1 EXIERIOR/YANYL "FRENCH RNL' STYLE SLIDING CUSS DOOR XO INSULATED, TEMPERED GLASSINTERIOR 1/4" PLATE HEIGHT (TYPICAL) AT 3 n(w) x 96(n) NON-BEARING WALLS. in ~' O EXTERIOR/GARAGE ENTRY DOOR, SELF-CLOSING HINGES INSULATED, 20 MINUTE DOOR D oMR ITOP OF SUBFLOOR AT OPERABLE WINDOW LOCATIONS ONLY; Drawn 4 3°-0 x6'-8 xt 3/4' 1 —� — - INSULATED !IC by' V vEXTERIOR/GARAGE SIDE DOOR INSULATED E a' o'h)xz'-o(n) a6'(w)xza(n) 1 WHffE VNYL FIXED PICTURE WINDOW IF EITHER EXTERIOR LANDINGS OR GRADE BELOWC 3'-0'x8'-B'xt 3/4' INSULATED PLATE HEIGHTS ARE ALL BASED ON2 INTERIOR/HOLLOW-CORE, 1ST FLR, POCKET DOOR `'_�`� TExN� FINISH/PNNi GRADE F 6'-0'(w)x1'-6'(h) 72•(w)x18•(h) 2 WHITE VINYL, AXED PICTURE WINDOW ARE FOUND GREATER THAN 6'-0" BELOW SILLS OF 2'-8°z8'-8'x1 3/8' INSULATED DISTANCE FROM TOP OF SUBFLOOR, TO OPERABLE WINDOWS, THEN WINDOW SILLS MUST BE Date: TIXNRED FlNISH/PNNT CW�DEG t-ola)x2'-o°(n) 72'(w)x2(th) 4 WHITE VINYL, FIXED PICTURE WINDOW TOP OF WALL FRAMING FOR EACH FLOOR. OR2017 2'-6•x6'-8'z1 3/8• 4 INTERIOR/HOLLOW-CORE, 1ST FLR -r-r o v� ✓ ✓ ✓ ✓��� \ 24" AB GREATER ABOVE THE INTERIOR S M . October 7,1H 4'-0°(w)z4'-0'(h) 48(w)z48'(h) 1 WERE VNYL FIXED PICTURE WINDOW NSULATED DTNCE SHOWN TO GRADE BELOW ISz'-a°xs'-8°x1 3/8' 4 INTFROR/HOLLOW-CORE 1ST FLR 1EXTURED FINISH/PNHT GRADE INREASED HERE FOR EXAMPLE ONLY. OPERABLE WINDOWS AT BOTH FLOORS ARE SIZE Scale: 1 INTERIOR/HOLLOW-CORE, 1ST FIR, DOUBLE 24' DOORS W/ BULLET CATCH TEXTURED FINISH/PANT GRADE I SLOPE AWAY FROM FOUNDATION. AND LOCATED WITHIN WALL FRAMING TO POSSIBLY 1/4"=l'-O" u.n.o. J IN SHEDCOMPLY WITH GRADEO6REATER THAN 6°E IF ANY SUCH WBEDLOWS HAVESheet#: 10 11 a'-0•x6'-6'x1 3/8° ■■ 1 INTERIOR/HOLLOW-CORE, 2ND FLR, BY-PASS CLOSE DOOR TEXTURED FINISH/PAINT GRADE K R ^ e ^ e p� r A�_ .� f _^�� - WINDOWS AND HEADERS - DIMENSIONS SHOWN TO FRAMED ROUGH OPENINGS L^ s-O'(w)x4'-o•(n) 72'(w)x46'(h) 2 WHTE VINYL, OPERABLE, GLASS suDER XO INSULATED FOR TALLEST E GREA PER PLANN AND SCHEDULES, 12 5'-0'z6'-8'zi 3/8' 1 INTERIOR/HOLLOW-CORE 2ND FIR BY-PASS CLOSET DOOR TID(NRFD FINISH/PNNr GRADESHOULD LEAVE A FINISHED WINDOW SILL R T INSULATED 13 2'-6•xC-8'x1 3/8' INTERIOR/HOLLOW-CORE, 15T RR TERMED FlNISH/PNNT GRADE M 6'-O'(w)z4°-o'(h) 7z'(w)x46°(n) 2 WHILE VINYL, OPERABLE, GLASS SUDER OX FRAMING DETAILS GREATER THAN 24" ABOVE FINISHED FLOOR, AND INSULATED WITHIN CODE FOR EGRESS WINDOWS. 14 2° 8°x6'-8'zi 3/8' INTERIOR/HOLLOW-CORE, 1ST FIR TIXfURED FINISH/PLANT GRADE 0 6'-O'(w)x5'-0'(h) 72•(w)z60°(h) 2 WERE VINYL, OPERABLE, GLASS SUDER OXOf_Sheets 0 s'-o'(w)z5'-o'(n) n(w)xs0(n) 1 WERE VINYL, OPERABLE, GABS SUDER OX INSULATED Scale: t/4"=1'-D" SEE EXTERIOR ELEVATIONS. VERIFY ON SITE. 15 1 EXIERIOR/V1NYL "FRENCH MIL" STYLE SLIDING GLASS DOOR OXO INSULATED, TAM• RED GLASS P 1 R 1nR'!wl x 96•(h) � .i � /� __. I -- _ / Revisions/Date 0 2) 12/13/2017 PT WOOD TRELLIS AT FRONT, BETWEEN AWNING ROOFS. 3) 01/11/2018 SEE PLANS AND EXTERIOR ELEVATIONS. DECK BELOWAT PT WOOD BRACKETS (SEE DETAIL) AS DIMENSIONED, 2x6 PT ® 16" O.C. ABOVE. / (6 FRONT AWNING ROOFS AND TRELLIS. 4x10 PT BELOW. (6) TOTAL. 11 6" 101-0" O.C. 51-2" O.C. 10'-8" O.C. 5'-2" O.C. / 10'-0" O.C. 6" O 36" AWNING ROOF 36 AWNING ROOF t...1 r, ri _ _ 11 I I __ i V I • I 6x12 DF BEAM (DOWN) I ~ U N 4x10 DF HDR •Y EN INEffR , I Ca • ,d6�iYQ/e •.icJ - - ,- -a,/,tWindt/ r .1i,%✓7///�b:,, , A �" L-. .G.u'�-�O%/.Oh.?;O�/////f.%//% -G5 - - - r ii; t 0 At a • T-VENT �i U OIN 1 rn 0 g , , / III ' 0 ^ C z I III / ���00// i - - - ' - - �t..,//O//l/Oo% cV Pi o _____ - _ MI I UM 11 7/8" IGH :• : _ _ e 5 875 VERSA 2 0 2 00 DF p" O I OO• - NGIIJEERE Wao GARAGE DOOR FADER- ..ii , _ Q_ D I OIS S ® 16" O. C / 25"x11. / cLl- �AGH JOTS' SIZff AN II SER _S T(f BE V'ERI a GINS • -- A 0 0 _ ell _, c' r OIY i 1�' • ;�1k �! w , ..... ,.. ®1? \ - --2 moo-' ENGINEEREC B (DAWN) r j 1n(n Nt TC BE SIZEQ BY RUS: or •TRUCTURIL N µ _ ENGINE FOF 2NII F ABOVE0. in F S.��a���tairv_�.�. �ay.��4 C p 11 — rl WON%����k a. NA. N.M. la Li_ Iry IY/JURNAC Lu CV 1 Lu O I O �� api H z La ' m® TOT "t l oal r\ �IH H II `I 1! 1 Z� C `I .� 3 CO1\‘1111111/4 CY CT +. 1! I li U FAN W g "r eamar ra I 1 i iii 1 r r li \LS .9, wail r 1 11111111 II .- ..... \1 r _411 bflo 110 irav %iO/9G/u'//,e/t%/HL'__ - -- SC-Wet" C '/ Yi." 1/.i% ////M".Prlf//G.K.'O/////Ae%Y- .."%11 �: �y e,...-A - �� 4x101 DF HDI 1� -I' i I Ati'7�� 1 n "/ - u 1 O It 1 - 9' O�O%O�//"� t "�O�,�O//",".6ij— - - --i%///?//7/7ir, 1!-o't - -- - �f S /t A klf4 1 4x10 IF HDR 4x10 DF HDR �//� I "'x10 DF HDR 4x10 CF HDR L I s 5" 4LUMINU I UTTELtS TYP CAL J CONNECT ROOF OVERHANGS ±18" ROOF OVERHANGS TYPICAL l ACROSS REAR PATIO AREA INDICATES DOWNSPOUT PATIO BELOW LOCATIONS FOR ALUMINUM GUTTERS AT o : - THIS "X"=KITCHEN HOOD BELOW. ROOFS. VENT TO OUTSIDE. FLOOR FRAMING PLAN (2ND FLR) Li_ LOWER ROOF FRAMING PLAN o g 0 1 2 3 5 10 Z vip, MIMmINEmmIMMIMIMMIIM SEE PLANS TO VERIFY Scale: 1/4"=1'-0" Z ROOF PTTCH(ee) FLOOR FRAMING NOTES : Z 12 ON ENGINEERED TAILS VARIESV'�a�; MECHANICAL CONTRACTOR TO VERIFY FURNACE AND H.W.H. LOCATIONS 0 Q FlNISHEDTOVERI�WIGS AND LAYOUT, UNIT SIZE, GRILL SIZES, AND DUCT LAYOUT TO MEET ( 1 UNIT SPECIFICATIONS AND ALL APPLICABLE CODES. Z •�� i , I SEE FOUNDATION AND WALL FRAMING PLANS TO VERIFY ALL DIMENSIONS. Q O r-5 ___t_ a t i a a a a a a a a a a a a ai ENGINEERED FLOOR SYSTEM MANUFACTURER/SUPPLIER TO VERIFY LAYOUT C �,► /�w AND PROVIDE ENGINEERED FLOOR SYSTEM SHOP DRAWINGS TO MATCH. L� 0 INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4 t'\ /1 PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ANY BEARING POINTS FROM ABOVE. Q U TRIM AWAY HATCHED SECTION 0,� ��. Zvi 1 t OF RMER rAI1s AN N®m �I _� „ 1 3 (SUCH AS GIRDER TRUSSES, etc.) SEE PLANS AND VERIFY LOCATIONS. FOR SUB-FASCIA AND FINISHED SOFFIT MATERIALS. ' 1 / 'I i O VERIFY LENGTHS ON-SITE I i ADDITIONAL BLOCKING ONLY WHERE REQUIRED BY LOCAL CODES, AND/OR Li. I 1 MANUFACTURER'S REQUIREMENTS FOR ENGINEERED FLOOR SYSTEMS. OPTIONAL 16•VENTED HARDI-SOFFIT PANELS NEED TO FIT BETWEEN WAIL SEE EIEVATI0N5 SHEATHING MID FASCIA FOR SIDING I Drawn by: ' I ROOF FRAMING NOTES : JMC ri Date: VERIFY PLUMB-cur ENGINEERED TRUSSES 0 24" O.C. TYPICAL UNLESS NOTED OTHERWISE. October 7, 2017 FROM W� LICENSED WASHINGTON STATE TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT SHEATHING AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL. TRUSS MANUFACTURER Scale: MUST DESIGN TRUSSES TO MEET MINIMUM LIVE LOAD REQUIREMENTS PER CODE. 1/4"=1'-0" u.n.o. RAFTER TAILS & OPTIONAL SEE ELEVATIONS TO VERIFY ROOF PITCH(es) AND OVERHANG LENGTH(s). Sheet#: FINISHED SOFFITS DETAIL I ALL HEADERS ARE 4x 10 DF TYPICAL EXCEPT WHERE NOTED OTHERWISE. Scale: 3/4"=1'-0'" SEE FOUNDATION PLAN AND WALL FRAMING PLANS TO VERIFY ALL DIMENSIONS. g ALL STACKS/VENTS TO REAR OF ROOF WHEN POSSIBLE. of Sheets 1 WALL FRAMING NOTES : Revisions/Date ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS 0 16" ON CENTER. • ALL INTERIOR WALLS TO BE 2x4 STUDS ® 16" ON CENTER EXCEPT WHERE NOTED OTHERWISE ON WALL FRAMING PLAN(s). 2) 12/13/2017 SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. 3) 01/11/2018 - AWAY FROM HOUSE AT MIN. 1/8" PER FOOT FOR DRAINAGE. SEE EXTERIOR ELEVATIONS & DETAIL FOR TYPICAL WINDOW FRAMING HEIGHT. / 78'-0" Y / ELECTRICAL SUB-CONTRACTOR TO VERIFY LOCATIONS AND INSTALL SMOKE ALARMS WHERE REQUIRED BY CODE. / 12 -0 / 42'-0" / 24'-0" / OO SA - INDICATES SMOKE ALARM / 5'-6" / 12'-3` / 3'-3` �3'-3" , 12'-3" / 5'-6" / co CO - INDICATES CARBON MONOXIDE ALARM IS REQUIRED ON EACH FLOOR. / 6 -11 1/2" / 5'-3 1/2" / / 5 -3 1/2" 6-11 1/2" / (1110 6SEE DOOR SCHEDULE ON SHEET TRELLIS BELOW 061 7. 36" AWNING ROOF BELOW SEE PLANS AND ELEVATIONS 36" AWNING ROOF BELOW 4" r' r' _ -----C „ ROOFS BELOW ri 8b SEE WINDOW SCHEDULE ON SHEET # 7. SEE LOWEROF FRAMING M O L 4x10 FHDR% INDICATES TRANSOM WINDOW ABOVE, IF APPLICABLE. (SEE ELEVATIONS) R i 4x10 F HDR — _ _ v� ^0 N SEE WINDOW SCHEDULE ON SHEET # 7. 6040 SLIDER OX 30503050 - 3050 �J/O/O/oO0////////// '��l///////// 6040 SLIDER XO i /f/�G• U 00 00 EGRESS ±12.0 SF FIXED FIXED FIXED EGRESS ±12.0 SF vs kr) vs ur • - , Ps i ^ o — O MECHANICAL NOTES : o I o o I o E . = W W = ° HVAC GAS FURNACE AND TANKLESS GAS WATER HEATER IN DRIP PANS PER PLAN (GARAGE, 1ST FLR). I ©= LA- BEDROOM-2 FAMILY BEDROOM-3 W '=p —�°'IL �' (VERIFY AND INSTALL EACH TO MEET CODE AND MANUFACTURER'S SPECIFICATIONS). o cO co o o p 12' 5 1 2 FOR GAS APPLIANCES: a NX CD • / " 17' 1° / 12'-5 1/2" CO I/ e Z PLATFORM if REQUIRED 18"(h). R-10 PAD if REQUIRED. o 8'-5 1/2" 4'-O" 5'-5" 11'-8" 4'-0" 8'-5 1/2" o SEISMIC STRAP. P.R. TOP OUTSIDE. `� / / / a • rn STAIRWELL " " 6'-6 1 2" ! MECHANICAL AND PLUMBING SUBCONTRACTORS TO VERIFY UNIT LAYOUT AND LOCATIONS. ., a DUCT AND BLOWER DOOR TESTING REQUIRED. a 0 *,\ri14PER OWNER; APPROXIMATELY 250' TO NEAREST EXISTING FIRE HYDRANT. 3'-6" .5' © ® �� ®. r,�6+ / ITHEREFORE, PROVIDE THIS PROPOSED HOME WITH A NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM. /' ,r t3Q 3 -6" PROPOSED VIKING RESIDENTIAL CONCEALED PENDENT SPRINKLERS, K-FACTOR = 4.9. o \ \ �/ I I \ / -� e ESTIMATE # 17 10 11, DATED DECEMBER 1ST, 2017 WAS PROVIDED TO OWNER BY: = I % I OPEN TO i� 4 F R. N� 10'-3" r�/� %I j \ \ o COMMERCIAL FIRE PROTECTION, INC. _z M j I CLOSET I BELOW J I a�IHALL ?• T-5" 2'-t0" I CLOSET 1 / in o 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 3r, o I I „ Nto 13 I oc cavil �8* �_-� w /I I I ', " I V W 6 14 BATH-2 P 360-848-9093 F 360-848-1072 W L J � __. i o a 4'-0" D o i o o J I i CONTRACTOR'S LICENSE #: COMMEFP132MM . -J Is. j ROD & SHELF rn In L J 11 ' x I ROD & SHELF FOR NFPA 13D COMPLIANT INTERIOR RESIDENTIAL FIRE SPRINKLER SYSTEM; b �! ^ -a "C - _ ' I' into - % I \ \ PROVIDE A MINIMUM 3/4" WATER METER, AND RUN MINIMUM 1.25" HDPE PIPING FROM THE WATER METER TO THE POINT 0 w _rn -- '� / N LINEN I� M =-aR _- 3 WHERE THE SPRINKLER SYSTEM CONNECTS IN THE GARAGE. t o .: �� \ \ y i \ o ra WF`-'-� - BALCONY 2; 5'_5" I, 10'-8 1/2" m i s �n i o N I a o I B' / 16'-1 1/2" e I w bj I ROOF BELOW 1 w Y� O ? is 14 S.A. I Eo<J SEE LOWER ROOF FRAMING N Lo_aJ Co �/ k j U v o a v L - L = PLATE HEIGHT KEY : I BEDROOM-4 CV Ln I in 2ND FLOOR WALLS �o \ s o illip -rn /�%% , 8'-1 1/4" PLATE HEIGHT (TYPICAL) AT _ OS.A.� °' N n r 2ND FLOOR EXTERIOR BEARING WALLS. \ 5 1/2" i 4'-0" ; OC.0 - 0 o 1© It a 4'-5 1/2" -5" U up I9'-10' 1/2" / 2'Lg° / 13 1/2" EGRESS ±12.0 SF 6040 SLIDER 0 3 6040 SLIDER OX• a . \ \ V // /O///, - i//ai /ii 9%/%�/iD/%G%//%%//%/ — - - —rY/ // ///I%/l4 \ \, A 1 o I 4x10 F }iDR 4x10 �F HDR • o 8'-1 1/4" PLATE HEIGHT (TYPICAL) AT `N J I UM _ IL J L -CV • y INTERIOR NON-BEARING WALLS. A A • J —__ __ __ —__--_ —_---_—_- - _ L • PLATE HEIGHTS ARE ALL BASED ON DISTANCE FROM TOP OF SUBFLOOR, TO TOP OF WALL FRAMING FOR EACH FLOOR. //5 1/2" / 4'-2" /2'-1"/ 7'-9" / 5 1/2"// / 6,_0 / 8'-O" / I 26'-O" / 8'-0" / it - 12'-O" / I 42'-O" / 24'-O" / y 78'-0" o • WALL FRAMING PLAN (2ND FLR) W 0 1 2 3 5 10 C . . Scale: 1/4"=l'-0" -J r LL C (2) 2x6 TOP PLATES 1 Z (-NI TYPICAL * 4 4x10 DF HEADERS Z TYPICAL U.N.O. TOP OF PLATE `v Ni1 0 cc 0 (1) 2x6 PLATE w TOP OF FRAMING ROUGH OPENINGS FOR Z r cD 2LI- EOW HEADERSLATE vo -1 3 WINDOWS AT 2ND FLOOR, LOCATED BELOW _ o a (3) TOTAL 2x6 PLATES PLUS HEADER, Q \g N � O o 8 TYPICAL UNLESS NOTED OTHERWISE (U.N.O.) I- z ce _ret 3 2 r 13¢ I —� a0 BOTTOM - WINDOW HEIGHTS MAY VARY Q rnI oI TOP OF SUBFLOOR 'N m AT OPERABI F WINDOW LOCATIONS ONLY; m IF EITHER EXTERIOR LANDINGS OR GRADE BELOW Drawn by:JNIC ARE FOUND GREATER THAN 6'-0' BELOW SILLS OF OPERABLE WINDOWS, THEN WINDOW SILLS MUST BE. Date: 24" OR GREATER ABOVE THE INTERIOR FLOOR. Date:October 7, 2017 DISTANCE SHOWN TO GRADE BELOW IS INCREASED HERE FOR EXAMPLE ONLY. Scale: SLOPE AWAY FROM FOUNDATION. AND LOCATED WITHINAWALL FRAMING TO POSSIBLY COMPLY WITH CODE IF ANY SUCH WINDOWS HAVE 1/4"=1'-0" u.n.o. FINISHED GRADE GREATER THAN 6' BELOW. Sheet#: WINDOWS AND HEADERS - DIM OPENINGS FOR ENSIONS TAL ESTSWNDOWS PEHOWN TOERR PLAN AND MED HSCCHEDUL S, FRAMING DETAILS SHOULD LEAVE A FINISHED WINDOW SILL AT GREATER THAN 24" ABOVE FINISHED FLOOR, AND 9 WITHIN CODE FOR EGRESS WINDOWS. Scale: 1/4"=1'-0" SEE EXTERIOR ELEVATIONS. VERIFY ON SITE. of Sheets 1 Revisions/Date 2) 12/13/2017 3) 01/11/2018 ® O 4-1 n -- ! ri n V L ! _- J 0 r I 1 1 ' 11 r �� L — �` _ — ��_ LL JJ I 7 --i , I I , I I I I ICil L1, , , I II I '� .00 .-4 N 4;1C DF HD . „ „ 4x1 DF CONT VUOUS HEADER „ , , DF HDR „ U 1-4 ONO i coE . ® L 0 waa 1 H t x I 41 LA Irt z -5 IT • a e ad it ' lan II \� 111: Iaa I' ; o; /V �H j lip , /O%%//%/7,',//O%/%/l,%//O// ,C/%/- L L. 1 JL 1�L 4� 1 J ® .dam i� / "�� I I I I I �' J OO II IJ.11 L__J 1Jllinilill I--L--J- 1j11:,-7--- X 4 N ,. \ , I jk , :41x10 rt -� J • t18n ROOF OVERHANGS TYPICAL • • I INDICATES DOWNSPOUTGUTTERSAT . 1 Cb> LOCATIONS FOR ALUMINUM ROOFS. UPPER ROOF FRAMING PLAN Qz 0 1 2 3 5 10 vo„,, =m1MMINMI Scale: 1/4"=11-0" 0 z Q CC L— LJ- 0 0 i L—I 0 0— D Drawn by: JMC Date October 7, 2017 Scale: 1/4"=11-0" u.n.o. Sheet#: 10 of Sheets • COMPOSMON SHINGLE ROOFING Revisions Date 30 YEAR MINIMUM OVER 15# FELT MINIMUM PROVIDE AMC VENTING TO MEET OR EXCEED MINIMUM CODE REQUIREMENTS. 7/16' APA RATED OSB ROOF CONTINUOUS RIDGE VENTS AND/OR 2 12 13 2017 SHEATHING (TYPICAL) ® IROVIDEL ROOF JACKS TYPICAL ) / / PROVIDE ROOF SHINGLE COVER AS NEEDED. TYPICAL - SEE PLANS AND 3) 01/1 1/2016 18" RAFTER TARS ELEVATIONS TO VERIFY ENGINEERED TRUSSES 0 24" O.C. TYPICAL UNLESS 12 ON ENGINEERED TRUSSES ROOF PITCH(es) NOTED OTHERWISE LICENSED WASHINGTON0.C. T PICA STATE 5✓ /� TYPICAL U.N.O. 12 TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT \ \ ATTIC ' INSULATION BAFFLE AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL ���\ VARIES WITH 1 1/2' TRUSS MANUFACTURER MUST DESIGN TRUSSES TO \� UPPER ROOF k(Ok �� MINIMUM AIR SPACE MEET MINIMUM LNE LOAD REQUIREMENTS PER CODE pOV F ®'' SEE ELEVATIONS TO VERIFY ROOF PITCH(es) AND to���\ P > AWN INSULATION TYPICAL IN ATTIC OVERHANG LENGTHS \ \ 2x4 VENTED p_y_ _' TOP OF PLATE \ ] Brmlca�G -------Al TOP OF PLATE r 11111111/1 111116 o __- ►�I SIMPSON H-2.5 HURRICANE I-----1 I ---1 i . (10)TIE TBd NAILS EACH.O EACH TRUSS W� 5/8' HD GWB AT CEILINGS LINO 0 CONTINUOUS ALUMINUM GUTTERS -� I ("ly = BEDROOM-2 STAIR�(ELL 5/4'z8' FASCIA BOARDS TYPICAL I (2)LA SPL CES 48'.PLATES 2x6 TOP TYPICAL ' 1-1 \ i' 36"(h) GUARDRAIL. �) PT WOOD TRELLIS AT FRONT, BETWEEN AWNING ROOFS. DO NOT WALL N STAIRWELL; TO NOLING �� TOPs of wlNDow R.o. YPICAL\ m V N I SEE PLANS AND EXTERIOR ELEVATIONS. 11 7/8"(h) LVL BEAMS I SEE FRAMING PLANS FOR 30 2x6 PT ® 16" O.C. (UP) WHERE OPEN BELOW. Opp;;, HEADER SIZES AND LOCATIONS. .--I M '% 4x10 OF TYPICAL U.N.O. 4x10 PT BELOW. EACHE BEAM YTHICKNESS TO . ' y •i N "CS BE SPECIFIED BY TRUSS �`rl„' MANUFACTURER. _ "b CONNECT ROOF OVERHANGS m TOP OF SUBFLOOR (2ND FLR LIVING AREA) — — — —,;?z — — I iimit- ACROSS REAR PATIO AREA GI o TOP OF PLATE F I J' ENGINED I > a a U A p j BEA�4 BEYOND O r r 1 — cgs zpZ�yo c2 I Ch x-- a z �¢ 0 0 W ,, DECK LIVING/DINING I�.='/ CLOSET PATIO z ...A- i ', , 1 . a ,\� TOP OF SUBFLOOR (1ST FLR LIVING AREA) INTERIOR TRIM TO BE DETERMINED TOP OF FOUNDATION SILL PLATES X I - ' 'T 1 AT EXTERIOR WALLS. a 2x6 STUDS 0 16' O.C. ENGINEERED WOOD I-JOISTS. CRAWL SPACE r (INTERIOR WALLS 2x4 0 16' O.C. U.N.O.) SEE FLOOR FRAMING PLAN(s) TO VERIFY JOIST SIZE, SPACINGS, AND LAYOUT. 11 I 0 - R-38 BATH INSULATION IN TIPPER FLOOR L-J L -0I' .I I ,. 0- I 1/2' GWB TYPICAL FINISH INTERIOR WALLS -JI ill EXCEPT COMMON PARK WALLDIU ABOVEUNCONDMONED SPACES etc. SEE SEPARATE DETAIL (NOT APPLICABLE FOR THIS PROPOSED PUN) R-21 BAIT INSULATION tI TYPICAL IN EXTERIOR WAILS 3/4'T&G EDGEGOLD SUB-FLOOR i .. v.m... ,.„„.,,, , .2x6 BOTTOM PLATE GLUED AND NAILED TO EACH JOIST TOP OF SUB-FLOOR �v v .. ... v. ...,,._........ . m..,......m - - - - \ ea SECTION D INTERIOR STAIRS: 1 rl LI III ... TOP OF....'\ ‘......... tillitPLATE \ / AS DRAWN (9'-1 1/4' LOWER LEVEL + 11 7/8" JOISTS + 3/4" SUBFLOOR)= 121.875" FRAMING TOTAL STAIR RISE BETWEEN FLOORS. li �!0 GARAGE CEILJNGS TO HAVE 1" TREADS EQUAL 0 10' EACH (RISER to RISER). I. (2) 2x6 TOP PLATES TYPICAL d 5/8' 1-HOUR RATED G.W.B. 1 1 SCALE V4" • T-0" / -11 10" / (17) TOTAL RISERS; EQUAL WITHIN EACH FLIGHT TO MEET CODE (MAXIMUM 7 3/4' RISE). ' LAP SPUCES 48'. cpp3.. / 1 121.875" TOTAL STAIR RISE / (17) EQUAL RISERS = 7.1691' EACH RISER. BUT, VERIFY ALL FINISH FLOORING FOR STAIR TREADS AND LANDINGS AND ADJUST RISER SEE FRAMING PLANS FOR c \ HEIGHTS EACH FLIGHT AS NEEDED TO MEET CODE. PAINTED Z-FLASHING OVER t 5/4'z4'� ClEADER SIZES AND LOCATIONS. NOTES Al' CROSS SECTION(S) ARE TYPICAL I HEIGHTS 2x12 STRINGERS TYPICAL 3fi' HIGH HANDRA S TYPICAL HEAD TRIM AT WALL OPENINGS �� 4z10 OF YPICAL U.N.O. FOR ALL CROSS SECTIONS AND DETAILS c MAINTAIN MINIMUM 6'-8' HEAD CLEARANCE. (VERIFY WITH ELEVATIONS) --VI TOPS OF WINDOW R.O. TYPICAL\ EXCEPT WHERE NOTED OTHERWISE. I 2 I . \ Mein -H \V'" // -.S.4%...„.......\ s \ / 6 W gU O 3 o o Z 'co ± 5/4'x4' TRIM BOARDS TYPICAL 1 AROUND ALL WALL WALL OPENINGS - EXCEPT WHERE NOTED OTHERWISE INTERIOR TRIM TO BE DETERMINED • I .m—2x6 STUDS 0 16' O.C. SIDING AS PER ELEVATIONS TYPICAL 1 [ AT EXTERIOR WALLS. ENGINEERED WOOD I-JOISTS. 1 f (INTERIOR WALLS 2x4 0 16" O.C. U.N.O.) SSEE FLOOR IZE, SPACINGS, AND LAYOUT. VERIFY JOIST 7WEK HOUSE WRAP (or APPROVED EQUAL) —+ OVER 7/16' APA RATED OSB WALL SHEATHING - 1/2' GWB TYPICAL FINISH INTERIOR WALLS TYPICAL UNLESS NOTED OTHERWISE isl EXCEPT COMMON PARTY WALL R-38 BATT INSULATION TYPICAL IN MIDI FLOOR, SEE SEPARATE DETAIL BECAUSE ROTS WSEC ENERGY CREDIT la IS TAKEN. i. R-21 GATT INSULATION i TYPICAL IN EXTERIOR WAILS 3/4" T&G EDGEGOLD SUB-FLOOR 2x6 BOTTOM PLATE GLUED AND NAILED TO EACH JOIST \`\\\ TOP OF SUB-FLOOR 11111**- �' / . . .. i: AU ...II II IIVI \\/l x TOP OF PLATE \ Z. TOP OF CONCRETE/BOTTOM OF SILL PLATE/SIDING ILI ?S? ?S?3 \ 2x6 MINIMUM SILL PLATES. (All WOOD IN CONTACT SOLID BLOCKING OVER SUPPORT BEAMS O " WITH CONCRETE TO BE PRESSURE-TREATED) PER PLAN, AND WHERE REQUIRED BY 5/8"x10" ANCHOR BOLTS 0 72" O.C. MAXIMUM TYPICAL (or 48' O.C. i {I1— MAXIMUM FOR BUILDINGS OVER TWO STORIES IN HEIGHT). THERE co FINISH-GRADE AGAINST FOUNDATION " CODE AND/OR BY JOIST MANUFACTURER. SHALL BE A MINIMUM OF (2) ANCHOR BOLTS PER PLATE SECTION, \ i, /;cif "`_ TYPICAL CRAWL SPACE SUPPORT BEAMS PER FOUNDATION PLAN. LJ__IWITH (1) BOLT LOCATED NOT MORE THAN 12' AND NOT LESS THAN i.� '��SLAPE 'k\\,. \FRS FQUN[A\��\ 18' MINIMUM HEIGHT CLEARANCE f-1x4 CLEATS EACH SIDE. ( F— (7) BOLT DMINIMU S FROM ENDS OF EACH PLATE SECTION. BOLTS / /A/A� y �A�� ��EMBEDDED MINIMUM 7" INTO CONCRETE. � �� �WALLS 24" OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL /%� � / �� �� � �� 5' PROVIDE MINIMUM (1)ON A#4LLS HORIZONTAL REBAR IN TOP S NOTED OTHERWISE _ _ LI--(PANELS SHALL HAVE (1) ANCHOR BOLT LOCATED IN THE CENTER s �� �� ��� � ��� ;Q ON FOUNDATON12' OF TPLN AND/OR LLENGINEERING. SUPPORT g PONY WALLS WHERE SHOWN. THIRD OF THE SILL PLATE, WITH WALL CORNERS FRAMED TO i �.�ADJACENT BRACED BRACED WALL PANELS. m II, -�j/\\�//\\/\\/./�,+=;.. , II.. CONTINUOUS PERIMETER FOOTINGS WITH (1) 6 MIL BLACK POLY VISQUEEN APPROVED SIMPSON POST BASE PER 0 ,� WALLS 12' OR LESS IN LENGTH CONNECTING OFFSET BRACED WALL �i'I Ii $4 REBAR CONTINUOUS (TYPICAL U.N.O. ON VAPOR BARRIER CONTINUOUS FOUNDATION PUN. PANELS CAN BE CONNECTED TO THE FOUNDATION WITHOUT ANCHOR I'i //���/X\�i ,,� I��; FOUNDATION PLAN AND/OR ENGINEERING) OVER CRAWL SPACE SOIL 0 7- z /F Ly-r� r —� \ BOLTS, WITH WALL CORNERS FRAMED TO ADJACENT BRACED WALL (� i���A a a PANELS. � 4 .E�r:5 � • // 16�� /�/. q�ge (1 • m - •_ ALL ANCHOR BOLTS ALONG BRACED WALL LINES REQUIRE 1/4"xrx3" (� �� / .^ <' r STEEL PLATE WASHERS U.N.O. ON ENGINEERING. PROPERLY SIZED CUT VBOTTOM OF FOOTINGS LF- r' c 'F. .- T" .o \ WASHERS ME PERMITTED FOR ANCHOR BOLTS IN WALL UNES NOT ♦.«%�t� i��//\��� ;/�/ Q CONTAINING BRACED WALL PANELS OR IN BRACED WALL LINES. .$ j ������ �� A�� EQUAL EQUAL — D4'AYLIGHT TOD HT-UNE GRADE. DRAIN. ����� ���������� � A .A .� / FILTER FABRIC SURROUND. ////A. A 7� FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, PROVIDE (1) VERTICAL i SEE FOUNDATION 4' RIGID PELF. FOOTING DRAIN WITH REBAR FROM FOOTINGS AT NO MORE THAN 48' O.C. WITH A STANDARD HOOKOD 12" MINIMUM OF DRAIN ROCK COVER. 4• g• 4• 3• CLEAR OF BOTTOM-OF-FOOTING, AND EXTEND UP INTO THE STEMWALL SEE FOUNDATION PLAN FOR ITS DAYLIGHT TO GRADE. / X THE..LESSER OF 14' UP INTO THE STEMWALL or 2" CLEAR OF TOP OF WALL. INTERIOR CONCRETE FOOTINGS VERTICAL STEMWALL REINFORCEMENT THAT IS INTERRUPTED BY WALL OPENINGS AND REINFORCEMENT. / 16• (DOORS, WINDOWS, ACCESS PANELS, etc.) MUST HAVE ADDITIONAL VERTICAL TYPICAL UNLESS NOTED REINFORCEMENT OF THE SAME SIZE PLACED WITHIN 12' OF EACH SIDE OF OTHERWISE ON FOUNDATION THE WALL OPENING. (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED Drawn by: PLAN AND/OR ENGINEERING IN STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM FOOTINGS WITH THE ADDED VERTICAL REBAR ABOVE. VERIFY.) .1-MC FOOTINGS TO REST ON VERTICAL REINFORCEMENT GRADE 60 MINIMUM. UNDISTURBED SOIL Date October 7, 2017 Kc� TYPICAL WALL SECTION Scale: 1 1/4"=1'-0" u.n.o. 1 SCALE 3/4" • T-O' Sheet#: NOTES AT TYPICAL WALL SECTION(S) ARE TYPICAL FOR ALL 1- 1 CROSS-SECTIONS AND DETAILS EXCEPT WHERE NOTED OTHERWISE. NOTES AT CROSS-SECTION(S) ARE TYPICAL FOR ALL CROSS-SECTIONS AND DETAILS EXCEPT WHERE NOTED OTHERWISE. of i Sheets