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Permit File BLD-2018-0128 (2) 4402 E Avenue
Y 4 _ City of Anacortes Invoice/Permit#: BLD-2018-0128 904 6th Street Applied date` 03/13/2018 ►' P.O.Box 547 Issue date: 03/13/2018 " ;COi Anacortes, WA 98221-0547 I (360) 293-1901 Expire date: 09/09/2019 Job Address: 4402 E AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: �_� mce per approved plans, connecting to existing septic. r rc Y , ,, 1 1,.',T!> ,,. Contractor: y j i. Address: •A I , „1*. 1891 wd,i x''-1C 0 '"41 Phone: License#: Fees: Finance Department Plan Review Deposit 200.00 Building Permit Fee 2,348.95 018120-0074 Keri K. 03/13/2018 O8:44AM 3 Plan Review Fee 1,326.82 Mechanical Permit Fees 169.90 Plumbing Permit Fee 195.00 PERMITS AND INSPECTIONS State Building Code Fee 4.50 THOMAS 84 GERI PACK Sewer Inspection Fee 50.00 8L.D 2018 0128 Storm Drain GFC-Residential 1,597.48 Single Family Residence ?0 Park Impact Fee 615.00 Permit Traffic Impact Fee 2,641.40 Construct new single Amendments/modifications 55.00 family residence per Total Calculated: 9,204.05 approved plans, Deposits/Receipts: 0.00 connecting to existing septic. Total Due: 9,204.05 issued 2018 Item: 8L0-2018-0128. 9,204.05 Payment Id: 193968 9,204.05 Subtotal 9,204.05 Total 9,204.05 03FINANCE CREDIT CARD 9,204,05 Change due 0.00 Paid by: THOMAS PACK II II II 1111111111 DI Ill IIII IIIIIIIIIIIIII IIII Thank you for your payment f'IICTnAACD rnDv , t7 � n ��e I co 0 ' City of Anacortes Invoice/Permit#: BLD-2018-0019 904 6th Street Applied date: 01/16/2018 P.O.Box 547 „� 'C1 '} Anacortes, WA 98221-0547 Issue date: 03/12/2018 "` x (360) 293-1901 Expire date: 09/08/2019 Job Address: 4402 E AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. Owner: THOMAS&GERI PACK Contractor: Address: 2455 KAYMIN RIDGE RD Address: HENDERSON NV 89052 Phone: (808)990-7774 Phone: License#: General Information: Fees: Occupancy Group it-1 Amendments/modifications 55.00 Use Zone R1 SewerGFC-Residential 9,482.66 Lot Area 57663 Park Impact Fee 615.00 1st Floor Square Footage 1120 Traffic Impact Fee 2,641.40 2nd Floor Square Footage 1654 State Building Code Fee 4.50 Garage Square Footage 378 Sewer Inspection Fee 50.00 Deck Square Footage 867 Storm Drain GFC-Residential 1,597.48 Porch Square Footage 32 z Plan Review Deposit 200.00 Building Valuation 342000 Building Permit Fee 2,348.95 # Forced Air Furnace<=1,000 1 Plan Review Fee 1,326.82 #of Bathtubs 2 Mechanical Permit Fees 169.90 #of Clothes Dryers 2 Plumbing Permit Fee 195.00 #of Clothes Washers 2 Total Calculated: 18,686.71 #of Dishwashers 2 Deposits/Receipts: 300.00 #_of_Gas Outlets 4 #of Gas Fireplace 2 Total Due: 18,386.71 #of Gas Piping 12 c — -„ CO ,-_- ,_, -r, #of Gas Water Heaters 1 c i -s A. r r., m #of Water Piping 3 �" . ' 4' N. #of Hose Bibbs 1 r•-t A. . - , C; Ii C' r_- Ct w #of Kitchen Sinks 2 •• -• z• . --4 o !1• o s =t #of Lavatories 6 =I o o c a•. �. #of Range Hoods 2 =: ..4. " H #of Showers 3 •+ c:. et., rayj. !i, #of Slop Sinks 1 it r+ .AD t) - #of Ventilation Fans 6 •' ~• m • rc• -I #of Water Closets 3 '-" r`-' 4•a i t jotifjgc 1-,. C71 ---. ts.:. CrAA'‘tiA'a C4 ts.)1 p < NI it, C' C. !n .-.. r' F. M. ,. 1 .-. CO71.a/k..c....__ cc C1 -- 'tit �� or •0:1 CO r,IT. r. i:4 (.4 _ h+J , O •'. tt• ha P+;' f n CD --1 --J o -0 �_.. K , ,=:. 8:V Y Q _ Cityof Anacortes Invoice/Permit#: BLD-2018-0019 904 6th Street 'SS Applied date: 01/16/2018 Issue date: 03/12/2018 t�. 0 Anacortes, WA 98221-0547 '., .-` (360) 293-1901 Expire date: 09/08/2019 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 APPEgRTMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGU ( L�T RU ION OR THE PERFORMANCE OF CONSTRUCTION. <v SIGNATURE OF OWNER OR AUTHORIZED AGENT IS Y ^Y O . City of Anacortes Invoice/Permit#: BLD-2018-0128 904 6th Street Applied date: 03/13/2018 P.O.Box 547 Issue date: 03/13/2018 ' 0: Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 09/09/2019 . yQg _,: Job Address: 4402 E AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans, connecting to existing septic. Owner: THOMAS& GERI PACK Contractor: Address: 2455 KAYMIN RIDGE RD Address: HENDERSON NV 89052 Phone: (808) 990-7774 Phone: License#: General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R1 Building Permit Fee 2,348.95 Lot Area 57663 Plan Review Fee 1,326.82 1st Floor Square Footage 1120 Mechanical Permit Fees 169.90 2nd Floor Square Footage 1654 Plumbing Permit Fee 195.00 Garage Square Footage 378 State Building Code Fee 4.50 Deck Square Footage S67 Sewer Inspection Fee 50.00 Porch Square Footage 32 Storm Drain GFC-Residential 1,597.48 Building Valuation 342000 Park Impact Fee 615.00 # Forced Air Furnace<=1,000 1 Traffic Impact Fee 2,641.40 #of Bathtubs 2 Amendments/modifications 55.00 #of Clothes Dryers 2 Total Calculated: 9,204.05 #of Clothes Washers 2 Deposits/Receipts: 0.00 #of Dishwashers 2 #_of_Gas Outlets 4 Total Due: 9,204.05 #of Gas Fireplace 2 #of Gas Piping 12 #of Gas Water Heaters 1 #of Water Piping 3 #of Hose Bibbs 1 #of Kitchen Sinks 2 #of Lavatories 6 #of Range Hoods 2 #of Showers 3 #of Slop Sinks 1 #of Ventilation Fans 6 #of Water Closets 3 C 1 ,n-1,t-. W :+t-- Permit= and I nspe - BLEB-2018-01'28 - 2018 is1B12.' i�L�i;: k::eri K. 03/13/2018 ii:�:2'2Pt'i 0 :_. City of Anacortes 1204111voitllti mi4t itER7BED;2018-0128 904 6th Street BLD-2i 1ApOli 1 aiitte a f/ri8i20' &si deuce Permit l_ P.O.Box 547 PaYrh ent i tfetdate: 03/13/2018 8:904.05 7'% tom;' Anacortes, WA 98221-0547 T r.�.n=. t�5t�ii r'$'m :° 09/09/2019 ,904. 5 � 4,7, (360) 293-1901 03FIN r:C_ Job Address: 4402 E AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans, connecting to existing septic. Owner: THOMAS&GERI PACK Contractor: Address: 2455 KAYMIN RIDGE RD Address: HENDERSON NV 89052 Phone: (808) 990-7774 Phone: License#: General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R1 Building Permit Fee 2,348.95 Lot Area 57663 Plan Review Fee 1,326.82 1st Floor Square Footage 1120 Mechanical Permit Fees 169.90 2nd Floor Square Footage 1654 Plumbing Permit Fee 195.00 Garage Square Footage 378 State Building Code Fee 4.50 Deck Square Footage 867 Sewer Inspection Fee 50.00 Porch Square Footage 32 Storm Drain GFC-Residential 1,597.48 Building Valuation 342000 Park Impact Fee 615.00 # Forced Air Furnace <=1,000 1 Traffic Impact Fee 2,641.40 #of Bathtubs 2 Amendments/modifications 55.00 #of Clothes Dryers 2 Total Calculated: 9,204.05 #of Clothes Washers 2 Deposits/Receipts: 0.00 #of Dishwashers 2 #_of_Gas Outlets 4 Total Due: 9,204.05 #of Gas Fireplace 2 #of Gas Piping 12 ,_, --1 •„ co ,.,. CI -t, #of Gas Water Heaters 1 .-{ r�' r- r.; µ ,T, #of Water Piping 3 v, rt. r':, .; • J.• _c. 1, _, -{- #of Hose Bibbs 1 ,.. �, ,� , , k,, #of Kitchen Sinks 2 `•• ` • x• Co n. #of Lavatories 6 0 µ 0 .. . u. #of Range Hoods 2 1:. Z 0 x• - �, y. _i' ,t. �, #of Showers 3 �� .3 , !r: #of Slop Sinks 1 --, ,t, #of Ventilation Fans 6 •- rei - #of Water Closets 3 .-,.; '" co • ?i r.. ,t' a, 0 �. CO r..:, •-4 •C, w CC' ,t, C, TO T..) x, =, n 4:,. ... ,, r.. r: C. ' 0 -o I:• r Transaction Receipt Page 1 of 1 Merchant: ANACORTES FINANCE DEPT 904 6TH ST ANACORTES, WA 98221 (360)293-1900 US Order Information Description: 4402 E Ave Thomas Pack Order Number: P.O. Number: Customer ID: Invoice Number: Billing Information Shipping Information tgdebit@gmail.com Shipping: 0.00 Tax: 0.00 Total: USD 8,904.05 Payment Information Date/Time: 12-Mar-2018 12:44:24 PDT Transaction ID: 60993810520 Entry Mode: Keyed Transaction Type: Authorization w/Auto Capture Transaction Status: Captured/Pending Settlement Authorization Code: 21306D Payment Method: Visa XXXX4623 https://account.authorize.net/ui/themes/anet/Transaction/TransactionReceipt.aspx?transid=... 3/12/2018 6�J�Z/Z ime_ok5 -"/#d3s ! 4/,1 JL►'n N5- Gov h 8_5 h 9 O �l XrY i 3LD - Za )? dP / 8 �� y r1� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION V Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street,Anacortes WA 98821 JAN16 9U1R I Phone: (360)293-1901, Fax: (360)293-1938 PLEASE REFE1i 1 IIL`SIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): 1110Z E AVG, Parcel(s)#: AV A-etvw_i Subdivision/Lot#: Project Valuation: $ 3 % 2 JV V/ Q v APPLICANT: 71/ del fit. Phone: Fax: Address( treet,City,State,Zip): 2.11 yf V1/JV /(4 E-Mail Address j vA 60N1 Nv. o 7 P 3/T IAnd • ( ft1 PROPERTY OWNER: • Phone: Fax: S/b1'1 g Address(Street,City,State,Zip): E-Mail Address: 6,114/ CONTACT PERSON: A !Z'" Phone: rj.42.4 I Fax: Address(Street,City,State,Zip): 6 34- `Y*t 74(4E t E-Mail Address: /J 1AN1 �12' E-411 WA- • v�1 x l•z -r 3 iti ,t a-Alrirr 9 omit Iowl LENDING AGENCY: h A Phone: Fax: Address(Street,City,State,Zip): , ,d E-Mail Address: CONTRACTOR:* 773 p Phone: Fax: Address(Street,City,State,Zip): 7.13p E-Mail Address: F� 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. ,p PROPOSED WORK: M� CaV��- -Vel7PIJ - 6191/11LY PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: ! Unfmishei Basement ❑ 1St Floor SQ': % /-65./. Garage/Carport SQ': �7e5- 2nd Floor SQ': /. �i.�,f Deck/Covered Porch/Patio SQ': Fire Sprinkler: Yes 0 No 14. Lot Area SQ': 67 ( 3 c,�' . f Is construction associated with an accessory dwelling unit? Yes ❑ No 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: Owner ❑ A ent f "(specify): 4"V, 1 Signature: Date: / l.51f e5 Pagelof3 AAA - e ids I IMPERVIOUS SURFACE AREA: Existing Impervious SQ': l Ay%'E New Impervious SQ': 3,e;7 A-3 Total Disturbed Land/Soil SQ': 4iota3.fi Total Proposed: Cut: Fill: New hard surfaces(pervious&impervious) 3, 77 5(3 Land converted from native vegetation to lawn or landscaping SQ': Land converted from native vegetation to pasture SQ': MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: / Elec#: Other#: /4,.., Gas Water Heater: #: / Location(s): &ifenetE. I Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: 3 Laundry#: 2 Other#: Range Hood: #: `Z Location(s): W Pori , 2 L— Fireplace: Gas#: Z.. Elec#: Other:#: Location(s):air P4/JI f 2, c_-" Clothes Dryer:/Duct: Gas#: Z. Elec#: Other:#: Location(s):/51 ZncJ � 2. L/ Stove/Range/Oven: Gas#: Z. Elec#: Other:#: Location(s):i r: hi, 2 —Range Hood: Location(s): wy Mi f Gas Outlet(s): #: # Location(s): /6 t tam jv/I/41f' . Atii7 J/A✓ l?ie� of r ' Z Other: #: Location(s): ` AVM TOTAL OUTLETS: PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): `7 Ref' erator water supply(for water/ice dispenser): 1 v Kitchen Sink: 2 re e Reduction Valve/Pressure Regulator: Utility Sink: er Se ice Line: Tub: 2 L/Wat iping: (� Hand Sink: othes Washer: -2. L. Shower: ec is Water Heater: Tank-less? Yes 0 No/ Dishwasher: 2, ac w Prevention Device: Hose Bib: / TOTAL OUTLETS: /7 TOTAL OUTLETS: Page 2 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT C., Y °A'' RESIDENTIAL BUILDING PERMIT CHECKLIST s, Mailing Address: P.O. Box 547,Anacortes, WA 98221 `,'111 y 010t�' Office Location: 904 6ti1 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: .C1 eD a Zf cc 7 O zt Cs o �'. z3 et SUBMITTAL REQUIREMENTS: �'• F. o a a• m P The number indicates the number of copies ; Is rS ' b n arc fD n for submittal (if applicable). fD CD D:;ill C co x G OAD a E n Aa ✓ Residential Building Permit Application 1 1 1 1 1 V Site Plan (Drawn to Scale 2 2 0 2 2 V Copy of Boundary Survey ✓ V ✓ 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 F✓ Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) ✓ ✓ / Complete Stormwater Plan 2 2 0 2 f 13 Elements SWPPP Checklist 2 2 0 2 Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 V 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 .1 1" r} PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 tilAR 0 201B Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: -2/ t'p 10 Dater Project Name: 1/1��'�� +4'/ ����� Project Address: �' ON Project Contact: /✓ Company Name: — Contact Phone: 4 Contact Email: 'f � ��/G> J'7 `' )/ � G IYI7 1 (OM Has the permit been issued yet? 0 Yes ,4No All revisions must be either clouded or highlighted &wet 'stamped by an architect/engineer(if applicable). Has this been done? ,Yes 0 No f-�.^/�� 'f"l- _�/ /4lt`.71 What department(s) is this resubmittal/revision /additional information to go to? *tanning Dept. wilding Dept. 0 Fire Dept. > Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ,Et Yes. A copy of the plan review letter with itemized responses to each item is required. 0 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?EYes 0 No If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? ,1 Yes 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes XNo Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. e Site Plan Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: Anacortes Planning&Community Development Dept. Wit.. Peijuit Center � P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 e°ricc Don Measamer,Building Official,Planning Director FAX(360)293-1931 February 16,2018 Mike Trafton 4534 Sharpe Rd Anacortes, WA 98221 telesis.trafton@gmail.com RE: Plan Review notes for the proposed New Single Family Residence at 4402 E Ave Please address the following items so I can complete the plan review. NOP I `cate on the elevation views the building height from erage original grade.A, dicate elevations on the contour lines on the site plan.47 Ai .1 dicate on the site plan that the setbacks are a minimum distance not a maximum istance as currently stated. AlAl Indicate on plans all applicable codes,including 2015 International Residential Cody 2015 Uniform Plumbing Code(UPC) and 2015 Washington State Energy Code(yT The City has adopted the UPC and not the IPC; please correct this on the plans., Ne!dicate on the plans,in Floor item#32 •n Sheet A0.1 that joists cannot be notched 'ddle third as stated on the plans. . } p2. G 2. Indicate on the plans that the door separating the garage and the house needs to be 2, minute fire-rated with a self-closing device. }A 2.2_ 7. Indi2aten the plans the following: 2.�. d needs to be located in front of appliances in garage l�\) /8"anch bolt must be installed within 4 3/8"-12"from each end of the wudsills.a)742..) J deck hold-downs to resist lateral loads on each deck. ,A2.2- fr-)ee J d e rig; 1 ther the garage is conditioned space., ° AZ_2 ranslucent deck panels are required to be tenlipered.4 A2•�}f�3, he stair tread/riser triangle c of allow a 6" sphere and if there are open ri -cannot allow a 4" sphere. tl 1/.2 • pray foam depth markers are required every 10'.A•A2 'a'i i2. - . Indicate on the plan the WSEC Energy credits taken and how the building will com with the WSEC. W D.D �1 c,\ k� Uc2-,.;e e o2.,�e S rsiz- 9 Indicate on the plans that the attic area needs to be insulated to R-49,walls to R-21 zA, floor to R 38,unless a taken WSEC Energy credit increases these values. ►P / 0 dicate on the plans that there needs to be 5/8"Type X GWB on the ceiling of the garage at has living space above it screwed off at 6"on center on the edges and in field. A3.41--) 742.2- V . ' ate on the plans the range hood or downdraft in the kitchens , 2.2 1,+ 2•? _`if .Provide an approved Evaluation Report from an approved agency for the spray foarr -' :�.f ation that is being used to show how it complies with the building codes. lk ,.,i. :dicate the correct beam sizes on the roof fratj plant, o_ h t A2.5,so that they rto ? �Xy co: ent with the Engineering. , Al A2 .5 ,/ 1 -fTl /� � - bl � „e 2nd floor framing plans consistent with the Engineering.". %0 1 a at is "BM#7 referenced in the Engineering? Indicate in the Engineering and on p . s what beam it is. ` 4.7 6 cpnw fj 2 Fiwo ii, Az.6- S—}'I 11 Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 9. frt1w Ni PJiGE.O i IN I cA e . Fmq F-- 3s IN) wpct .. . 12,- zIr iN 42 1 14 (2 . P PseeFooPP �T t IL FR JI ID)P-tPt, Cbh Q1aS1H Kt)(/(c,PiTIDP (e) Iz- Mf kFevcIA) t 1 ..,,b6,j1 ci-. -I-It/ 4iAl- 1-0--07=t---- --- ,ej.- Cricchio, Kevin From: Cricchio, Kevin Sent: Monday,April 16, 2018 2:41 PM To: 'Michael Trafton'; 'tgdebit@gmail.com' Cc: Fyrrce, Groc; Grage, Libby; Symonds,Justin; Ingalls, Paul; Lange, Steve Subject: Building Permit,4402 E Avenue, BLD-2018-0128 Attachments: IMG_3606jpg; IMG_3609 jpg; IMG_3607 jpg 4-16-18 RE: Building Permit,4402 E Avenue, BLD-2018-0128 Mike &Thomas, We received a complaint this morning regarding tree cutting at 4402 E Avenue. I just visited the site and took the attached pictures confirming the removal of a few trees. It however appears that the trees removed are within the footprint of the proposed home only. Nonetheless it appears that tree fencing fell thru the cracks. In the next day or two, please have tree fencing placed at the remainder of the trees designated for retention at dripline+6 feet. Once this is up, please call me for an inspection. Fencing needs to be put up and inspected before any site grading, excavation, cut/fill, or further construction activities take place on the subject property.Thanks. 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@cityofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, April 25, 2018 1:26 PM To: 'Michael Trafton'; 'tgdebit@gmail.com' Cc: Fyrrce, Groc; Grage, Libby; Symonds,Justin; Ingalls, Paul; Lange, Steve Subject: Building Permit,4402 E Avenue, BLD-2018-0128 4-25-18 Hi Thomas and Mike. Please call me for a tree fence inspection before any construction activities (i.e., grading, cut, fill, etc.)takes place on the subject property. I can be reached at the number below. You'll need to fence at drip line +6 feet.Thanks. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community & Economic Development Dept. City of Anacorfes I P.O. Box 547 1904 6th Street I Anacorfes, 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: Cricchio, Kevin Sent; Monday, April 16, 2018 2:41 PM To: 'Michael Trafton' <telesis.trafton@gmail.com>; 'tgdebit@gmail.com' <tgdebit@gmail.com> Cc: Fyrrce,Groc<gfyrrce@cityofanacortes.org>; Grage, Libby<LibbyB@cityofanacortes.org>; Symonds,Justin <justins@cityofanacortes.org>; Ingalls, Paul<pauli@cityofanacortes.org>; Lange,Steve<stevel@cityofanacortes.org> Subject: Building Permit,4402 E Avenue, BLD-2018-0128 4-16-18 RE: Building Permit,4402 E Avenue, BLD-2018-0128 Mike &Thomas, We received a complaint this morning regarding tree cutting at 4402 E Avenue. I just visited the site and took the attached pictures confirming the removal of a few trees. It however appears that the trees removed are within the footprint of the proposed home only. Nonetheless it appears that tree fencing fell thru the cracks. In the next day or two, please have tree fencing placed at the remainder of the trees designated for retention at dripline+6 feet. Once this is up, please call me for an inspection. Fencing needs to be put up and inspected before any site grading, excavation, cut/fill, or further construction activities take place on the subject property.Thanks. 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@cityofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 PLANNING COMMUNITY &ECONOMIC DEVELOPMENT DEPARTMENT 'I ` __r, Nggil c;RESIDENTIAL BUILDING PERMIT APPLICATION 1 i Mal li ng Address: P.O. Box 547, Anacortes, WA 98221 ace Location: 904 6rh Street, Anacortes WA 98821 o� JAN162018 Office O �`` Phone: (360) 293-1901, Fax: (360)293-1938 CAT?OF ANACORTE -` PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Ire>. e- v( Parcel(s)#: L AV Subdivision/Lot#: Project Valuation: $ 1 APPLICANT: .77101,W2 ti 6t-l2i ',it- Phone: Fax: Address(Street,City, State,Zip): 2 'j'5 'f/V)/f.,' Fi/ 1 E.-Mail Address: J l'taaVi 'f�: NV . 10•` - T6.71�` -8//�r( L/l /2-'/ , (oil PROPERTYOWNER: Phone: / Fax: Address(Street,City, State,Zip): E-Mail Address: '11£ CONTACT PERSON: AVE °7''- 1-'1;4-:' Phone: ;//,-4-2 ' /q77Fax: Address(Street,City, State,Zip): ..-3- t ,fri-" fik E-Mail Address: t A` 1 oP1-5-`) LvA- • 7b ( f-c/'z 5/z) .�`.J'-'.�.' i`i el'viz fi. l tillLENDING AGENCY: ,•n Phone: Fax: Address(Street,City, State,Zip): Md E-Mail Address: CONTRACTOR:* .77,Q Phone: Fax: Address(Street,City, State,Zip): (ID E-Mail Address: 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: N 1: a:IV:RA-4--Otil-) - li/Yet E fir71'1 i 1 r- r PROPOSED NE SQUARE FOOTAGE: Basement SQ': , Finished Basement: YE Unfmishe Basement ❑ 1st Floor SQ': / .G�, / 2 s-f, Garage/Carport SQ': ?pit)53- 2na Floor SQ': /. / c-j Deck/Covered Porch/Patio SQ': e`/q c; 1.1 Fire Sprinlder: "Yca ❑ No'' Lot Area SQ': 6�7i:C' .71'- Is construction associated with an accessory dwelling unit? Yes ❑ No 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: / - 7 7Z1) Owner 0 A ent jJ`(specify): [ii Signature: Date: / t`5j 1%e% L / Page 1of3 Thomas Pack, PE 1219 32nd St Anacortes WA 98221 808-990-7774 tgdebit@gmail.com November 18, 2017 Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org Dear Mr Measamer, I am anticipating that 4402 E Ave will be connected to the city sewer system in the not-too-distant future. Consequently, I am requesting that my building permit application for 4402 E Ave be approved without having an on-site sewage system approved. To ensure no environmental damage, I will take the following steps. I will install a 1,000 gallon septic tank/holding tank to hold my wastewater. I will design my OSS and place the tank near E Ave located in such a manner that it could either be connected to the City sewer system once that is completed along E Ave or be connected to an on-site drain field, should that become necessary. (As an aside, I have an MS in Environmental Engineering from WSU and am a licensed civil engineer in WA state and have designed dozens of individual wastewater systems.) I look forward to and agree to connect to the city sewer system as soon as feasible once it is extended along E Ave and is ready for use. I will have an agreement in place with a licensed pumper/hauler to ensure timely pumping. Regards, Thomas Pack, PE ANACORTES PUBLIC WORKS DEPARTMENT GS?Y;° Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 rj. W E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 10011.1. Memo Date: January 18, 2018 To: Paul Ingalls, Plans er From: Steven Lange Subject: Site Plan Review#1 for 4402 E Avenue cc: Eric Shjarback, Justin Symonds The submitted site plan for 4402 E Avenue was reviewed by the Public Works Engineering Department on January 18, 2018. • 01-16-18: Submittal to Public Works Engineering • 01-18-18: Public Works review and memo back to Building Department The following comments are provided: • Project is allowed to utilize a tank and pump system for sanitary sewer, per letter dated November 18, 2017. See attached. • Proposed house intersects a drainage swale from the Parkside Subdivision. What is the plan on rerouting the swale? Public records indicate a 12-inch pipe system. • Site plan needs to include all easements from the recorded plat. More specifically the Cul-de-Sac easement. • Site plan should identify what is proposed for storm water. Q - �i • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ' • Transportation•Equipment • Capital Projects • Development Services •p W y, Q City of Anacortes Invoice/Permit#: BLD-2018-0019 904 6th Street Applied date: 01/16/2018 z P.O.Box 547 Issue date: Anacortes, WA 98221-0547 t,r+ (360) 293-1901 Expire date: 07/15/2019 Job Address: 4402 E AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: sfr Owner: THOMAS &GERI PACK Contractor: Address: 2455 KAYMIN RIDGE RD Address: HENDERSON NV 89052 Phone: (808) 990-7774 Phone: License#: General Information: Fees: Sewer GFC-Residential 9,482.66 Park Impact Fee 615.00 Traffic Impact Fee 2,641.40 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,597.48 Plan Review Deposit 200.00 Total Calculated: 14,591.04 Deposits/Receipts: 0.00 Total Due: 14,591.04 rl --� -o w r: Ci -o ij' r— r-.. 1-- Its m _ 5'c ' CI [I; 1-I - I %. i_i I/ r rt ti1 4: r.�1 N. ?i 0 r:J .-r' n .-r CI r F CCI 0 1_� r1CI n CI 1r_I �I 1 CI ''4) CI = f 3 .-I- ifi It' 1 ii .. 0) lii I _I tT "" L m it• 7.1 I-' Co r- a. -tIci !- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAiY ©RrIF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENdEU.. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROMO $ OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OINOT rl-1E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER,STATF ( 2 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. '-" It' I- F.., r'.1I. i_1 r_1 11 C1 Ci SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 't `.,I t , PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 R 2018 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: � 7/`' -t 1 Date: til //S Project Name: jC*e-i /" 5/t 1'jE Project Address: ` #0 Z 6. - Project Contact: /2/,E /7 I Company Name: — I f Contact Phone: 72L - �_/417 Contact Email: 'T.e� `�/G> `�) � �yir17f 1' (A Has the permit been issued yet? 0 Yes No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? gYes 0 No fiy/e- 'f"lam ',)/ /42r/ What department(s) is this resubmittal/revision /additional information to go to? Manning Dept. Building Dept. 0 Fire Dept. >i: Stormwater lE ublic Works Dept. Is the plan revision or additional information,in response to a plan review letter? AYes. A copy of the plan review letter with itemized responses to each item is required. 0 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?gYes 0 No If not what page# is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? ,EYes 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes ANo Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. Site Plan 'X Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑. Geotechnical Report Storm Drainage Analysis 0 TESC Plan 0 Civil Plan 0 Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: _ ANACORTES PUBLIC WORKS DEPARTMENT off_ Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 te- E-MAIL;stevel@cityofanacortes.org FAX(360)293-1938 Memo Date:January 18,2018 To: Paul Ingalls,Plans er From:Steven Lange Subject:Site Plan Review#1 for 4402 E Avenue cc: Eric Shjarback, Justin Symonds The submitted site plan for 4402 E Avenue was reviewed by the Public Works Engineering Department on January 18, 2018. O 01-16-18: Submittal to Public Works Engineering O 01-18-18: Public Works review and memo back to Building Department The following comments are provided: be Project is allowed to utilize a tank and pump system for sanitary sewer, per letter dated November 18, 2017. See attached. • , 9 Proposed house intersects a drainage Swale from:the Parkside Subdivision.What iethe plan on rerouting the swale? Public records indi ate.a 12-inch pipe system. Site plan needs to include all easements frorri the recorded plat. More specifically the Cul-de-Sac easement. 'I. Site plan should identify what is proposed for storm water. co) ! t,�%,fb' r `, \t- 6 Water 9 Wastewater • Streets * Storm Drainage • Engineering e Solid Waste �. _; e Transportation•Equipment ® Capital Projects • Development Services r, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET ,t Mailing Address: P.O. Box 547,Anacortes, WA 98221 c o ` i R o 7 i3 Office Location: 904 6`h Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: / —1)0/q Date: NOP Project Name: II10 'j )2&3/1.. Nijb Project Address: ` 4'0 Z C Project Contact: / /i E rizAriON Company Name: Contact Phone: 47 -420---i4eiContact Email: J&)/GJ f' `' 1`')9 1�1/Y1 ZI 1• (01M1 Has the permit been issued yet? 0 Yes , No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? gYes 0 No MIL What department(s) is this resubmittal/revision /additional information to go to? Manning Dept. wilding Dept. ❑ 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. 0 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?%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 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes g,No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. Site Plan Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑. Geotechnical Report Storm Drainage Analysis 0 '1'ESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, February 1, 2018 10:30 AM To: Fyrrce, Groc; Ingalls, Paul Cc: Measamer, Don Subject: BLD-2018-0019, 4402 "E"Avenue 2-1-18 RE: BLD-20 &0019,4402 "E"Avenue Hi Groc. I have completed my review of the building permit application to construct a residence at 4402"I following revisions are requested: j: f 1! A landscape plan is required that shows 20%of the subject property being landscaped. Existing an landscaping can count toward this requirement. Please show how you are complying this requirer 7 . Additionally, per A-NMC Chapter 16.50, one (1)tree unit credit is required per 1,000 square feet of i According to the recorded survey,the property is 57,337 square feet. So, based on this square foc units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diame height—DBH) count toward one(1)tree unit credit. Existing trees based on their diameter at brea (DBH)can also count toward the required tree unit credits.As the diameter of the tree increases, the tree unit credit. Please see Table 16.50.070(D)(3)within A'MC Chapter 16.50 for a detailed ext the tree units credits awarded based on tree size at DBH. Please show how you are complying wit on your revised ►andscape plan. C . 3. Please revise your site plan showing existing topographical contours of the subject property(prior proposei grading). Dale Herrigstad of Herrigstad Engineering and Surveying(here in Anacortes) v with the previous owners of this subject property concerning an "after the fact"land clearing perr already have this information on file. t7VA 6.{. jtvt• N. i /-/12 All -5 / , 4. Also, please show average original grade on your elevations and how you are:complying with the CN, maximum height above average original grade. 1)71,1A 4tCt 56.4- Al l )Aj 2 ) d- 2) Thanks you. 5, 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@cityofanacortes.orq I www.citvofanacortes.ora My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. -'10'kr' 11) +1/11 ii' I ., ANACORTES PUBLIC WORKS DEPARTMENT 0%1 ' Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 �f, W E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 `9001%`c Memo Date: March 7, 2018 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review#2 for 4402 E Avenue cc: Eric Shjarback, Justin Symonds The submitted site plan for 4402 E Avenue was reviewed by the Public Works Engineering Department on January 18, 2018. • 01-16-18: Submittal to Public Works Engineering • 01-18-18: Public Works review and memo back to Building Department • 03-06-18: Site Visit • 03-07-18: Follow up memo to the site visit The following comments are provided based on a site visit on Tuesday, March 6, 2018 @ 1:00 pm regarding the drainage swale comment from the January 18, 2018 memo. See attached vicinity map: • Proposed house intersects a drainage swale from the Parkside Subdivision. What is the plan on rerouting the swale? Public records indicate a 12-inch pipe system. The site visit identified that the swale across lot 2 or 4402 E Avenue, as shown on the City Utility Map does not exist. The low area, located northwest of the property, receives storm runoff from a 12-inch pipe and 24-inch pipe, which is shown correctly on the City Utility Map. The runoff then infiltrates into the soils. The low area is approximately 8-feet to 10-feet lower than the adjacent properties. Along the westerly property line, there were two low areas with standing water. There is a potential that the property will be dealing with subsurface flows do to the shallow perched water in the area. No further Public Works Engineering issues. Please issue the permit when ready. ,14,V / 4 aWI� �K • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services q\gyp. � ! �. 1i' __ - r,j ` < < "'_ r �' J —__ l ~� t i�.�` \\. , fi ` z ., ), of ice" , - ---._.4! —_./._ ‘ 4.-- n - I\ Na /---- ---- 1 �(—J)IO ( i- -1` •/.nii ter • _/ LT�� °�-- �, , 8 ----___T1L(TY EAS-------- : �:- • � 9 U2U7Do6 iT v 1 �`' I 1 ------I_L / 1 r t ca ; i I / ! FT 1 C) ! �`1 , !��`rA. 1 / ! !! ; ' I , i I \L/ !�!j w j �► f/ / / ! i.j I ?1 j art r 4 + I �A ' ,S ! / l ' Phk Ns- , .... 1 'i e• 13 IL' r �r ..' ip J , / lirr I �` 'cc') I Jl—a 1f �! I r }I 1 f I �` 1 J1 ti I1 / 51 H 1 lx.... ..C.-e, Altels wrrt4 1 fj; Nc.„ i r--— ,4 / ,4 ik. k I .li, A-pfizox tvvilaT G..— 1 I 1 • 31 i //' .... 1 ,.,.....,, q // /// / i.,..__ /' t!/ . ` t &k\ °)i1 I /7 ,I s,, d „-- :. -k) J cl ''''. .. A i 1 ,1/4‘ .— [ T________, NIn‘ Q / , - s -..ri., \t t:2) / / �..� f• c/ �l ! r ! I d `_ i i ' I d • t kr J 1 ' I / ' 8" D IN i _ ` w -� — 1 t 1, -. 1 1S" C M F'R 1 P I - s ,} PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Y Mailing Address:P.O. Box 547, Anacortes, WA 98221 20 c c, � Office Location: 904 6th Street, Anacortes WA 98821 2��� Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: -`)0/0 Date: ti ill Project Name: (?) *'3 12 S//EN6E Project Address: `-to Z E f Project Contact: / !XE MITON Company Name: — f Contact Phone: 71,0 .420-/44 7 Contact Email: 'f"-e J `2 k 6/cj 1' 1 g ri7i I- (OM 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? gYes 0 No fit€ - P /1 1 o-,=- 1 /42r i What department(s) is this resubmittal/revision /additional information to go to? Manning Dept. Building Dept. ❑ 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. 0 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?%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 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes gNo Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. n Site Plan Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report Storm Drainage Analysis 0 TESC Plan 0 Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: o DEPARTMENT OF PLANNING, COMMUNITY& ECONOi DEVELOPMENT DATE: February 6, 2018 TO: Mike Trafton FROM: Kait Nelson Associate Planner PCED SUBJECT: 4402 E Ave, BLD-2018-0019; Stormwater Plan Review Several revisions are necessary to complete the stormwater review: (Not•The-S-eptic-SystenTand drain field must-be shown ante-si gn. No drainage narrative was provided to indicate that is being done with Stormwater and hol minimum requirements 1-5 of the Department of Ecology's Stormwater Manual. It appears Dispersion(BMP T5.30)may be possible. With Full Dispersion,65%of the lot must be pre Native Vegetation, and the area dedicated-to that with the square footage must be shown on And dedicated with an easement. ftti:42- /41: 1-Z C.) • BMPs are not shown accurately on the erosion control plan. Please provide name and numb Ns BMP used,ex: Silt Fence,BMP C233, Please show this for all BMPs,including constructio Dispersion Trench,Perforated Stub Out, Post Construction Soil Quality&Depth, -Inlet Prot Flow Dispersion, etc. These BMP numbers should be labeled in the SSWWPPP as well. The ve designated for sheet flow dispersion needs to be shown specifically on-the erosion control p with the total area reserved with dimensions. n Please show the slope percentage and direction on the erosion control plan. .2 I ( f�l Hard surface area should be provided with a breakdown.How much hard surface is roof are 1 ` much is driveway?Porches or patios that are uncovered by roof?Etc. p-EYz Please note that the Stormwater Review is independent from the Building Department,Public Worl Department, and the Planning Department. If you have any questions,feel free to call me at 360.29 we can discuss this portion of the review process. Kait Nelson Associate Planner PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `' " t RESIDENTIAL BUILDING PERMIT APPLICATION } ' Mailing Address:P.O. Box 547, Anacortes, WA 98221 1 1 'JAN 1 6 2018 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360)293-1938 CITY OF ANACOR1"�1 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): t > Parcel(s)#: 2 Subdivision/Lot#: Project Valuation: $ APPLICANT: Phone: Fax: Address(Street,City, State,Zip): zzi-5.j j1/V)//) E.-Mail Address• f /- /' 1jC/\j. NV. E-' C' , r 3(°�" t /1'i 2i/ c`t'J"i'1 PROPERTY OWNER: -1 Phone: Fax: 6 Address(Street,City, State,Zip): E-Mail Address: CONTACT PERSON: A / 77 l `712 J Phone: - `;,.''(2 ?•/f 7Fax: Address(Street,City, State,Zip): ! j `i' ,—(E F- E-Mail Address: /) I�Nl�rl�a �l met- c a l T,:l.'e5te; ,.j`✓�*' 'ri erYl t/ lGit'1 LENDING AGENCY: iv A. Phone: Fax: Address(Street,City, State,Zip): E-Mail Address: CONTRACTOR:* 773 Q Phone: Fax: Address(Street, City, State,Zip): TOP E-Mail Address: 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: i+d)fU (Ct\sfj/72-01-17C-'1 ) ` �/'Y L Vvt//V PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 1 Finished Basement: V Unfinishe4 Basement ❑ 1"Floor SQ': /, / 2-4)s-T Garage/Carport SQ': It)f'- ' 2nd Floor SQ': /. O?1, 4--�,• Deck/Covered Porch/Patio SQ': 4-; Fire Sp r- er: Yes ❑ No' Lot Area SQ': (://.? Is construction associated with an accessory dwelling unit? Yes 0 No* I declare under penalty of perjury that the information I have provided on this foiui/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: " 'J Owner ❑ A ent ((specify): '� o' tQ- Signature: Date: / /6/ ei Page 1 of 3 Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, March 8, 2018 3:28 PM To: 'Michael Trafton' Cc: Fyrrce, Groc; Ingalls, Paul; Nelson, Kait Subject: 4402 E Avenue Hi Mike. I have reviewed your resubmittal for 4402 E Avenue. Looks like Kait and Groc have a few revisions. Please chat with them about this. I have completed my review and have approved the plans. Before permit issuance however,tree fencing of trees shown and designated for retention (nearest the home to be constructed) will need to occur. Orange construction fencing needs to be put up at the respective tree's dripline+6 feet. Please call when this is done for an inspection. Once the fencing is up and inspected, it will need to remain in place for duration of construction activities onsite.Thanks. 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@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 • Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, February 1, 2018 10:30 AM To: Fyrrce, Groc; Ingalls, Paul Cc: Measamer, Don Subject: BLD-2018-0019,4402 "E" Avenue 2-1-18 RE: BLD-2018-0019,4402 "E"Avenue Hi Groc. I have completed my review of the building permit application to construct a residence at 4402"E"Avenue.The following revisions are requested: 1. A landscape plan is required that shows 20%of the subject property being landscaped. Existing and proposed landscaping can count toward this requirement. Please show how you are complying this requirement. 2. Additionally, per AMC Chapter 16.50, one (1)tree unit credit is required per 1,000 square feet of land area. According to the recorded survey,the property is 57,337 square feet. So, based on this square footage, 57 tree units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diameter at breast height—DBH) count toward one (1)tree unit credit. Existing trees based on their diameter at breast height (DBH) can also count toward the required tree unit credits. As the diameter of the tree increases, so too does the tree unit credit. Please see Table 16.50.070(D)(3)within AMC Chapter 16.50 for a detailed explanation of the tree units credits awarded based on tree size at DBH. Please show how you are complying with requirement on your revised landscape plan. 3. Please revise your site plan showing existing topographical contours of the subject property(prior to any proposed grading). Dale Herrigstad of Herrigstad Engineering and Surveying (here in Anacortes) was working with the previous owners of this subject property concerning an "after the fact" land clearing permit. He may already have this information on file. 4. Also, please show average original grade on your elevations and how you are complying with the 35 foot maximum height above average original grade. Thanks you. 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@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 a BUILDING PERMIT APPLICATION REVIEW: DATE: IS 1 PERMIT#: aQ1 03 119\ I 11 SITE ADDRESS: ,Aql, PARCEL#: "--62.. \ 14:61 B\I SURVEYED SITE PLAN: _ yes ❑ o • Does site plan & dimensions match survey yes D no ® -12 ACC e� ZONING DISTRICT: R\ • Is the land use permitted in zone yes ❑ no CRITICAL AREAS: \(- Q-N -QVQ& 0 \ S • Is any critical areas located eit e on the su ject property or within 3 0 feet 0 yes L no \CN nc ) 'c iQ,ec , SHORELINE JURISDICTIO : 1 d • ❑ yes no � 1 I I A -e il • Shoreline Environment: Setback from OHWM: 0 ' (=r-- 1 • Is the land use permitted in environment 0 yes ❑ no (J IMPERVIOUS SURFACE MAXIMUM: ) )iMINIMUM SETBACKS: -r? \) 5 < A344 ZN S\ i ` MINIMUM LANDSCAPING: Co ) 1 0 MINIMUM #OF TREES: SC), -V\ ae3 1 0 5/... Iti �j MAX LOT COVERAGE: ► �VA1�`��1% `,, V C' MAX PERMITTED HEIGHT: ) ��j t 51-- --v-(Q OFF-STREET PARKING: Z.. e A )\e EASEMENTS: l Print Window Page 1 of 1 Details for Parcel: P32128 rigrITPr. Jurisdiction: ANACORTES Zoning Designation: • Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents Excise Affidavits Documents scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P32128 350125-0-130-0101 SW 25 35 01 Owner Information Site Address(es) Map Links PACK TRUST Open in iMap PACK THOMAS WILLIAM TRUSTEE Assessor's Parcel Map: 2455 KAYMIN RIDGE ROAD PDF I DWF HENDERSON, NV 89052 Current Legal Description Abbreviation Definitions TRACT D OF SURVEY RECORDED AF# 200004190067 AKA BEGINNING AT THE NE CORNER OF LOT 2 OF ANACORTES SHORT PLAT ANA-83-006 AS RECORDED IN BOOK 6 ON PAGE 94, OF SHORT PLATS RECORDED UNDER AUDITOR FILE NO. 8310260052, BEING A PORTION OF THE WEST 1/2 OF SE 1/4 OF THE SW 1/4 AND THE EAST 1/2 OF THE SW 1/4 OF THE SW 1/4 OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M.; THENCE SOUTH 0-48-32 EAST 290.00 FEET ALONG THE EAST LINE OF SAID SHORT PLAT TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE SOUTH 89- 09-17 WEST 198.84 FEET ALONG THE SOUTHLINE OF SAID LOT 2 EXTENTED, TO THE EAST BOUNDARY OF THE PLAT OF PARKSIDE DIVISION #2; THENCE NORTH 0-22-02 WEST 290.00 FEET ALONG SAID PLAT BOUNDARY TO THE NORTH LINE OF SAID LOT 2 EXTENDED; THENCE NORTH 89-07- 17 EAST 196.61 FEET TO THE POINT OF BEGINNING. SURVEY AF#201501160102 2017 Values for 2018 Taxes* Sale Information 2018 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2018 Taxable Value $152,100.00 Land Market Value +$152,100.00 Sale Date 2016-10-19 General Taxes $1,594.23 Total Market Value $152,100.00 Sale Price $170,000.00 Special Assessments/Fees Assessed Value $152,100.00 Sale requires NRL disclosure (more info) Total Taxes $1,594.23 Taxable Value $152,100.00 * Effective date of value is January 1 of the assessment year(2017) Legal Description at time of Assessment *Land Use WAC 458-53700 Neighborhood (20ASOUTH) ANACORTES SOUTH RESIDENTIAL __ Levy Code 0900 Fire District School District SD103 Exemptions Utilities *PWR Acres 1.32 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. 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MI ]l CHELL ENGINEERING IE C0 Redmond,WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net V ' . k7 LAT,P /J ,,,' '12.,./A/1771 ,fr-, 1/g, 2- sTh'iLY g44, 5i4,41 4-1 a s A i A2 1,U Eikkaokl, --- (VP Ad b---1 - 5A457 A3) /I 0 P., re., p P T pr,- - - - - ti JAN16 2018 1 D la ,' . e AM CITY OF Ali /j, 194F o 360P # 0/P P 3 ,,e/2 24 !®/s- o 2 02,A a JO / 1 — 2-#.0 74, /6 L57` 5 ;,e) >4314,472,? /3='!4 /-4,e, i,e,&,fre /5 6' 65 '7a l Akll1- GiIL.5 /2w25%2 "6- M Itr-1 1 t. � G PREPARED BY '7 A'� ' PROJECT TiL165751 ��o/%I-41 41 SHEET NO. 0 OF 47 1 DATE /iAr 7 SUBJECT 4402 t• AVAJ-01 JOB NO. d/ 7-5 7 1 � 7821-168th Ave.N.E. Mli IFCHELL E �1T Gff\T EERING INC. Redmond,WA 98052 �..� (425)747-1500 mitchellengineeringinc@comcast.net oa 21L4, I,.!,,g) k0A-J- 26 3 0,4Pr,, / 24 _, AO 4/24,7i35, - //62 4 o I oc, 32 bk,48-1 4,1- 4 1, 712v, ------------ i ik/13 g c- 7 f �'s 0X-`v2 � 3 a z-/24:7 AAA 7v/f4/4' / f Jc,5/2Y1,1 &ASi40 4/- x/6.1Aexi 11. .; (LI'S/-c.' Air L -/1i 4 �°`3' 44-4ft 4 /3,52 o- /0/� /24,/ 5i,13 Aa 4/4a 46-7 , - 94,xA,54 1s4 4•L '21 PREPARED BY y PROJECT 44P 2 atiSHEET NO. 2 OF DATE ii/i /i SUBJECT 0/ ''✓�`i�''f JOB NO. , / 7821-168th Ave.N.E. MITCHELL ENGINEERING INC. Redmond,WA 98052 (425)747-1500 mitchellengineeringinc@comcast.net °moo s�; o AO 1./s 1/1 I ° 44i5A1/3Y2. 4‘ /72 I-A(.4 ge,0� L- 0 � 0 = /d d ; //Op �/54P= ``. h r6 c.`` PREPARED BY I/ PROJECT 44,2' �J SHEET NO. OF DATE � /I/ SUBJECT JOB NO. 0/7-877 7821-168th Ave.N.E. MITCHELL ENGINEERING INC. Redmond,WA 98052 (425)747-1500 mitchellengineeringinc@comcast.net Iiv,J/ z /AA. 2v�.�7���a 42 a 5 L� /244 7;14 ie'Aa /g '.: T L �� ' p /4e/, r /4 54,4z H44,41r/6Ateg O.. /7A, g/ 444/p' /2/,„4 4/6 - 4/54 7°/A, i= /35- C - //Li 7 ® — Z32-4-1- I/40>, ��''' 2�e L�•® /7#'--/a44 4/5*/-/`op //'_5'2 2,3- 27.1•./°4 PREPARED BY I /�i PROJECT ,441,02 SHEET NO.Id4 OF DATE Ar 7 SUBJECT JOB NO. '/7 / '7821-168th Ave.N.E. MifTCHELL INGMTEERENG ENC Redmond,WA98052 (425)747-1500 mitchellengineeringinc@comcast.net Ala 16k/A ��Lam✓�,-> 1f42 It. 99/ & //2 3 /0G2 p- /c,, 3&5//2z //,6- -e/ e a/1AI " N � o /,ifr o � 36- f'//0 /2'= ' . ' /// 3- 9/45, 4-;,,fi2 - /�dNo e PREPARED BY /41,4 PROJECT 442 SHEET NO. d5OF/�J DATE // `a!/ SUBJECT JOB NO. 0/7 7 SHEAR WALL SCHEDULE Shear Nail Spacing ALLOWABLE SHEAR Wall Nail Top/Btm. Blocking 11-ffen-Fir#2 Designation Size Edges Studs Plate Req'cl. #/Ft P1-6 8d 6" 12" 6" Yes 210 P1-4 _ 8d 4" 12" 4" Yes 310 P1-3 8d 3" 12" 3" Yes 400 P1-2 8d 2" 12" 2" Yes 525 P2-3 8d 3" 12" 3" Yes 800 P2-2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1-3, P1-2, P2-3, &P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered. 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2-inch nominal framing for P1-6 &P1-4 shear wall. All panels edges backed with 3x framing at P1-3, P1-2, P2-3, &P2-2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.)AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25PSF FLOOR 40PSF LATERAL WIND EXPOSURE B,85MPH/110MPH(ULT) SEISMIC SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR GRADE. CAST-IN-PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS,ANCHOR BOLTS,AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIVIPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX(HOT DIPPED GALVANIZED)AND SST 300(STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE-RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED(G185),OR STAINLESS STEEL. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR#5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR#6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS(1'-7"MNIMUM). CORNER BARS(2'-0" BEND)SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH#18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36,fy=36,000 PSI. ALL WELDING SHALL BE N CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy=50,000PSI. STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2 Fb=850 PSI 2X ROOF RAFTERS HEM-FIR#2 Fb=850 PSI 4X BEAMS DOUG-FIR/LARCH#2 Fb=850PSI 6X BEAMS DOUG-FIR/LARCH#2 Fb=850PSI LUMBER NOT NOTED HEM-FIR#2 Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE N ACCORDANCE WITH THE CURRENT I.B.C.SCHEDULE. STRUCTURAL LAMINATED LUMBER(GRADE 2.0) Fb=2600 PSI E=2,000,000 PSI Fv=285 PSI FLOOR SHEATHING: SHEATHING SHALL BE INCH TONGUE AND GROOVE A.P.A.RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A.RATED SHEATHING,SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 INCH A.P.A.RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINS TS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB)AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE(2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE(2)STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING AND CALCULATIONS 9 STAMPED,SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE. 7821-168th Ave.N.E MITCHELL ENGINEERING INC. Redmond,WA9805'; (425)747-150( mitchellengineeringinc@comcast,ne 5 Mil' kl(.,aala it z.-4,-. ' 73 I p. IYLE A it i _ ,7 4 1----1/ , II ,, _ d-Co'k. -I1, J�F f 1 ,1 f iql cJ-5,iL . LP - '' I..:,i .0)Gla.--Id--7. . 1 Pa,4-/d4ijari tAr -TT el .-i - _ 11 41 Ok / : :. y,. v 414 , �' ....__.,_ _ .,. , /, r r L ., II /. t- ll'''-. `N '-',:' f 't-11 4, I I 14*-V-41111W-- ii 1Lo (a) 4 ,-r- 7/T `t.1 41 /1 iir CCHELL ENG- EEMNG ffNC. 7 II, ., ,____-----,3 b--A OAP, (: i /Wda( 8°,-,e 'C /41Pi l r b.t,r/A,),_., psid,,,or,,i -,j pl-D,_,__ __ _______ 4_, _Jr,c:-",%'.-1-_, 9 - - - `� uu-1,�° -1r)- 1 �r 1 '© • d^�`am e -l® et / EJ5r / mil "A if - , ' if -, A 4 kola ;' j� iL4e, 1a ',.. l\'_ L3� ik.NA'r a a t e hi' \--(2),44, - , Tod 7821 - 168th Ave.N.E. MITCHELL ENGINEERING INC. 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(42) zia. • ; 7 ' • r :: ...! . . rams 044, L‘ b . ; -4- - - I 1 ÷ .1 r e . 1 I - -I: \, .. - eitt 'r--- N‘ 1, 4 ,4 iiWt - - - # 44inr lie . 4 S ; ....:TH„, erzazen . F fer i ff g- . , . . • ,,,,, : '' , . \ -/ - 4 . i g tat. ocel 1 doci,)- ' N! c , -,, - ; • , 1* car . - • -. ' fcri -4-- v "} 1 , aza-ta .--- - i . ..‘14)A? u • ,h . . . ., ,. .-- d- -, . , Nat . _, C G Q ice" villa �. )) - `- -- ' . ,,e '- 4 0 xi 7 i2-f/ 4� ; - % A cal, Pei ,,,\\ tio o.' ;?,_f •W4 ) Iva t ott r . • 9 ...... „.____„... i .. dmits si `_c \-t . 0 . . . • , a .. 645 V ii f eL ' rr SI b : n ° S z -(4,105) fredc la ' _ ... , , 1 i\. Pi t 1 i , siA2reika kleasiktpi / ---sc. 2 , 3 zta (512 Slorg ` %- - 33 as, i_cit,„, elze . 407 /et ' _ _. ) c-1- 1AlAcii/ev4 "2 / ef / 17c:4-7 Allit_ ella‘01777_14447 � r t/gr --1 zit:, /2/, 6 ) 0 --7 yo ‘____o J----1 c => 6' 1 AUDIT7R. S C =Rri. IFICATE r RECORD OF SURVEY AT THEiaRtg EST.;,OF DALE K. HERRIGSTAD '''s... '::L, 2 01' n 1'' ,6�1 111211 ,'�' Skit*County Audi '-. $138,00 '`' -'fk7„- `'11t76/ 15 Page ' , :t�1'cf 1 2:10PM it-' �r a1 ''•�:•._ 5`:} t` r 'Y::, tip+ ��7-- 4_,,,,,,-- ..., -., ..,-• -.. nli:: LEGAL DESCRIPTI0N ,6,U r ! _'��` D UY Y AUDITOR .yam „ct Lot 2 of Anacortes Short Plat N�t�..Al :�_.,83= ,Q6;.:Nls ,approved October 26, 1983, and recorded ° October 25,1983, # l''Vot m 6e of'z okPlats*,,paw 94, under Auditor's File No. 8310260052, records of Skagit'`'Cou ity, ' sh#,gf'n �be l! g a''portion of the East 1/2, of the Southwest PPZPoq a - 1/4 of the•,,1�i 4thwe'.t 1 �...of ,�,.? ctt"on ' 5.:Township 35 North, Range I East, W.M. o•. ,� t ies.n LI Situate in the,_Coianty , Skagit;.-Stag of Washington. i �►,< :sy _ °F-lit. i W PkCE`L_ - $' %7 l ® SEC I ION 25, TOWNSHIP 35 N, RNG 1 EAST c,, ���-=. that�� rtian of the follDwing described tract lying between the North and South lines e:itendig, %Apt of 5 trot conveyed to The Esther Daughters Trust, by deed recorded October :i cI 7, 1994 , undo'k auditors File No. 9410270100 records of Skagit County, Washington: That i portion,-of ` _„Spam 1/2, of the Southwest 1/4 of Section 25, Township 35 North, Range 1 is :r East,.�V .M., described as follows: 1 I I •-s�,. -4 `- Be J11ning at a point on the North line of said South 1/2 of the Southwest 1/4, which point x�•'" -ems t.. e.L:,. I ; ' �'•�'�''-'•''='i. -'i)J '- '-=:ie'f 6,�4ind 4/7ths rods West (as measured on a line parallel to the South line of said =i" '`• `_ '�t,=:.. rbn) of the line dividing the East and West halves of the Southeast 1/4 of the PAS iQOD41IiQ7 ° r:r ' : '`Southwest 1/4 of said Section 25; thence South, parallel to said dividing line 70 rods, more ,,,:i. } t+1SI070 rlflff%24 _,_ a or less, to a line running East and West which line bounds the North side of a strip 10 i „::�.;r; " . 4' to rods wide lying immediately North of the South line of said Section; v - --_ t''' f: thence West along the North line of said strip and parallel to the South line of said Section; l I -gig" .::#';'it;_�y. c� .''''a.ws.''�'� .fib i FND R ei I �,.. �`f��. thence West along the North line of said strip and parallel to the South line of said Section. CAP SKAGIT I "+_. _% '-t `:,_ .,''",,e f,f;,,,,,�:°' 22 and 6/7ths rods; FND ROAR SURVEYORS �� Ff'ID R�� W/ '; `:} thence North, parallel to the line on the East side of the tract now conveyed, 70 rods, W/ CAC PLS 17651 CAP PLS 856®7 "'_„, a i4 more or less, to the North line of said South 1/2 of the Southwest 1/4; 9569 lali,Cfl' ( N 99°I}9'17° E ,52' - - . `�_,• thence East along the North line of said South 1/2, 22 and 6/7ths rods to the point of � o � F -- _ �� — -- - _. •4� ����^;y_a'�,.���t beginning. N 89°ll9'17 E 13L61 I - _ I ;,.;. ��. ��-" EXCEPT that portion described as follows: \� I Beginning at the Northeast corner of the Southeast 1/4 of the Southwest 1/4 of said f 4' Section 25; thence West 77 and 4/7ths rods to the true point of beginning; .; thence West 21 and 6/7ths rods; :�, % f, 1 �' `' thence South 70 rods; `' thence East 21 and 6/7ths rods; ":"'.•: '-E_•- '�`• '<• a°}`" thence North 70 rods to the true point of beginning. =" -r = }� `"- Situate in the County of Skagit, State of Washington. ;:,:� , . ``}'::- - l (Also known as Tract D, Survey #200004190067). cu P321 -''''` ` -''�' , cap _ .`,_. },.P3i30 }, 57,337 SQUARE FEET E I ° �+ z-i. _,)rKr.::YFi Alt. 2 '• �- 1.32 ACAS a v L- MS^2r 41 t^w: NOTES<- gL, "46. �_- 50 1. THE LEGAL DESCRIPTION FOR THIS SURVEY IS A STATUTORY WARRANTY DEED RECORDED z > °i' '- RECORDS OF SKAGIT COUNTY, WASHINGTON. 1 �< ._:r -;;... UNDER AUDITOR'S FILE #2001304180090, "'t�� '' `1ip. 2< ® FOUND RAILROAD SPIKE AND HELD PER ROS AF#2007041 10124. -_ 3. Q FOUND REBAR & CAP AS NOTED. `"im.ii • `c;: +'�`r-.:, �Y I 4. ® SET REBAR & YELLOW CAP 27807. y erg'1.,-.ir•-• i;,:,, i-,� - ••.r era::... Is,Y1 .,:. - rL ''; 5. EQUIPMENT USED: CARLSON CR2 Robotic Total Station. ,;f�` `�` :'" 6. MONUMENTS TIED ON December 12, 2014. `'x_ `. 7. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. -�. IA: I•>'`' .�*:+ ' ;, ' 8. SURVEY METHOD: STANDARD FIELD TRAVERSE AND RADIAL STAKING. •us.i.a.I :;i; 9. BASIS OF BEARINGS AND SECTION BREAK DOWN: Recorded survey AF #2007041 1 01 24. ;;, " .•,,e)• .of^ 10. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT. THIS - r•'',. _ "; �n SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS RESTRICTIONS, RESERVATIONS, _ ?�:1 "` j` ''_, PROVISIONS, COVENANTS OR CONDITIONS WHICH MAY AFFECT THE PARCELS SHOWN HEREON. 0(" ;-=�'"} -- 1 11. THIS IS A BOUNDARY SURVEY ONLY. UTILITIES WERE NOT INVESTIGATED. •a•L'n°'••.`'-hip .ii• .i" :eat'• •,;¢'`•'-�:�;,.:,:s, z•< �;- '}•::.. -441„... i I 1 18919'17' 1 17 4' - aa' - - — `s44, * 30' PARKSY fs PE - _ - - N �09'17' E 3:32' ,u'_ ` 8.6F':, Fib W/ } .% Y42 :°D CAP PLS 27807 ....$eis3,•r• lb_,_ Y`� - _ " Al. CAP`'SKAGIT - - =a :,L _ �.t,.:,;: i'DRS SHEET I OF I - •4. "'� PLS 17651 ,e:i�tE '.ir `"`rt.t:: err,,,.mac. ar. v -1 r-ca-t =;.. =c,.. RECORD g 2-tagv y FOR: Darrell Melgs and Jean Esther ::-iN.:�'• .el- 4502Woodside Drive I • �'s: `n*..�1 ^per /��y9 Sys y(�y C Anacortes, WA 913221 Wiry 4i., 'w .,N;'y .V`�r'Pprp,/;rn+II;II Nnrr,rII 11)'rrr/r.�, SUI EVE 1 �1 ♦'S CER�IFICA� E DWN BY: DKH -G SURVEY IN THE SW 1/4 OF SECTION 25, .` °``: GRAPHIC SCALE lig, _ CHECK BY: OH �•�`::� -Ni, �,:.. '�_; ��'°�:: ,;`� _ �, � , � 1'� "�IS MAP CORRECTLY REPRESENTS A SURVEY MADE �' ME ®R UNDER :L i`` 0 25 50 100 200 '�� '�, ;1 ' '• MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE TOWNSHIP 35 N,, RNGr 1 EAST, W.M. �' A`• -�"� SURVEY RECORDING ACT AT THE REQUEST OF JF�aN E5C ER IN '� _ ; ({'f i ti, DATE: Jan 2015 Y4:,: /_ `!t 4► = DECEP,IIER, 2014. x,. ... _..' ( IN FEET ) /I_I ' isrj' 59- SCALE: 1"-50' �,_......,'` . c, - DALE K. HERRIGSTAD, P.L.S. 1 inch = 50 Certificate No.nn 2 807 HERRIGSTAD ENGINEERING' SURVEYING ,,, Dato ,1 4A)t4 K Y I6/ 2- 0-S 4320 Whistle Lake Road, Anacortes, WA 98221 . (360) 299-8804 JOB 2014-112 y ( ') General Notes: - 1. all dimensions are face of stud unless - otherwise noted.2. see sheet nal D F framing notes�undation plan for additional - A B (a) • ` 3. all exterior walls are 2 x b @ 16" o.c., unless 0 7 l otherwise noted. I i 4. all interior walls are 2 x 4 @ 16" o.c. unless 1 otherwise noted. kl) q 1 el-3" I 5. provide backing in all bathrooms for towel bar -#� ,r locations, toilet paper dispensers, medicine ' `r 4'-0" 18'-0" 8'-0" I 21'-3" cabinets, etc. coordinate with owner/builder for w kb .�' .� 11 1 X • X locations. 4 ill i b. 12" - 1b" wonderboard tile backer © tub and . 1 111 I shower enclousure. -1. (2) stud spacing between all windows. I . i 1 S. all door/window head hieghts to be b'-8" a.f.f. . PATIO r , i unless otherwise noted. )r-- IS usr I i 9. it is the responsibility of the contractor of i record to call for any and all required inspections E I I - . Q bythe governingbuildingdepartment \ �; 8 line of deck above I \1 ■ p ,, I ` I Q { y '' C I ty I jurisdiction. 1 _ slope all patios/landings/aprons i A n o o o o ■I I I Us 31 to ., • , 42"GUARD RAIL V I/ �L l ` . 3 vim" min- 2% away from the building � ■ i I I > Y edge for the first 5' then I i °i i ALL GFIENINGS SET 01 transition to 1% for remaining I 1 ■ �I • JUST UNDER 4" v „,Y , t LL., a to r surface I ENTRY ssv ■ a I I +` \,',. �V o I 10x 1 - ' ;�� d is ifi -- -- �_ I � 1, r _� m _vo O -- -� L_ cfr ♦ -ill- -- -- - - -- -- -- -- - -- -- -- -- -- -- -- -- - _- . a . -. - m slider ' line of roof above 1 en;) ALL FIRE PLACES SHOWN SHALL COMPLY • . , L I-- -- 1 , I--- --- iEXPLICITLY. THE INSTALLATION OF ANY NON o •■ I Box to Box�o I 1— — ,. x r,- �� U � EPA PHASE 2 CERTIFIED WOOD BURNING s5D Lr� I ^�- _ • a r i -- -- — — 0 - t.:: s ti VI '�j DEVICE OR MASONRY FIREPLACES THAT DO DOCLI r D NOT HAVE A UL APPROVED DECORATIVE - I I 2 � 1 1 GAS BURNING APPLIANCE THAT USES i p p , - 55D ,/ ■ 400 amp electrical I. EITHER A DIRECT VENT ORB VENT FLUE o o ; •` • • service panel,and `n 6 2018 ' • t SYSTEM UNLESS OTHERWISE AGREED TO :_.l i ♦_ meter . ARE NOT ALLOWED. THE MAXIMUM I w- ENTERTAINMENT RM. � I 21 11 ) `I EMISSION POTENTIAL FROM EACH I �g1� i I 26 •• I ssD ' `'"' RESIDENCE SHALL NOT EXCEED /5 GRAMS -emit) 55D _ ,-,• „--,----;,-;_:„.:- _II • z storage under stair O I- -U P ``- PER HOUR CA i � �- 8 � Di' aE�:� �� 4 I Stairs shall have a max. of I" (Ni I A high risers and 11" deep 25 treads. provide al" toe 2 CAR GARAGE CO provide gas Y_ I aSn overhang. Handrails shall be Glazing I hookup for / ; I ,— _ I Jr' I-_- _ I . .__._.I. -__.;-.:;._ I i, 34" to 36" above the toe, and Cr fireplace_et _` I � I CLOSET be set 1.5" off the wall ©�' GLAZING IN HAZARDOUS LOCATIONS SHALL 9 p �- BE SAFETY GLAZING. THE FOLLOWING I I - _ , and have a ri of 1.5 . I- SHALL BE CONSIDERED HAZARDOUS 'sk a a ;' provide 1 hr. separation wall - LOCATIONS: GLAZING IN DOORS AND _4 ' UP 5/8" gyp. bd. between garage o ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, m C _ li 41+'0 r., and living space m SAUNAS, STEAM ROOMS, BATHTUBS AND SH WERS; GLAZING IN ANY �_ I �■. ,u Tr �� f. _l_ _ I m BUILDING WALL ENCLOSING 7 ESEON OF A kn - j� 11 ; wrap interior of dumb ,SINK . � R�: •• : /alnR waiter with 5/b" gyp. bd. m _ �( - 1 - 1i1�® ;� EXPOSEDEDGE OF THE GLAZING ISMPARTMENTS INHERE NE �E55 ill Pi C - __ __ __ Mill. - 1 :I -- I THAN b0" ABOVE A STANDING SURFACE AND 3 i r --1 I - -- = ._ ...-.__ ...ma. DRAIN INLET; GLAZING WITHIN A 24" ARC OF 18 ( r I . UN Dunts - -I 1 r WH ' slope all EITHER VERTICAL EDGE OF A DOOR (IN A a_ sw i --, _..k_, _,..- _--._; i 1 24 r I. I 1 I WAITER patiosllandin s/a r I__i =Li • o+ j_ I r 9 P CLOSED POSITION); GLAZING IN WALLS < rci - sim. 1? ----'------ 11 ` 550 r I F - ons min. 2% away ENCLOSING STAIRWAY LANDINGS OR W/I 5' ------ - -_ ------=---24 from the building___r _z=a OF THE BOTTOM AND TOP OF STAIRWAYS ' 1 • I ' LL 1 -i a ` 5 v FAU edge for the first 5' WHERE THE BOTTOM EDGE OF THE GLASS IS - -+ 0 rr 16'-4" I 3'-8 -. ,, V-1 ' •. ' -_-- _-_-_b' r1'"t +ae 13'-3" i then transition to < 60" ABOVE A WALKING SURFACE. ^' 1% for remaining (SLIDING GLASS DOORS WHICH ARE ` A! < / -I • �- _ _ - - N DRY- I _ surface REVERSIBLE ARE TO HAVE TEMPERED 4 AU - -- -- , E �� r . .., . . I . . . . _ . . w. r� . .. . I .� I DRYEf . -, . . _. BED M #3 l L w ■ ENTIRE GLASS 'ENCL SUREHER EDGE OF O 4 GLAZING ARC OF ,dr WALK IN o, LAUNORr ! wasHE ROO 1 , • �,� closer ; SINK -'- II I ti I ....-. 1l ALL LIGHT FIXTURES MOUNTED TO THE 1 I BEDROOM #2 _ .. -,- - ---- BUILDING EXTERIOR SHALL BE HIGH 4 4!.. rr I BATH • O-pM:Jn- I - I EFFICACY FIXTURES OR THEY SHALL BE I r 23 t :t I I - !'-_.__�__.___--- __: --- 't- CONTROLLED BY A 1111111111.111111111111. tti 4_, -i--- > 'WALK IN - --_J -l--i---- '� - -t m cLOsEr PHOTOCONTROL/MOTION SENSOR 55D SHOWER t - iD1° -�[�r- ==-9i; =' - - COMBINATION. Document Date: , ' shelving ; ;1 {v e._.. slider --1--. _ --- -- egress. r 0 . s 0 10 flush mounted 0 a r b x b 20 I 2x1 floor drain 18 5 x 3 r ® Document Phase: FF PATIO :-n o ■:q;otnn� O FF IIIIIIIIIIIIIIIIIIIIII • I rev. date remark slope all • ' window sizes and design egress windows shall patios/landings/aprons min. ■ I o I are approximate, see have an openable 2/o away from the building ; edge for the first 5' thenI I elevations and door and section for emergency �O O ' 0 __ _� DI L.. .7. ....0 - , i window schedule for egress Si square feet transition to 1% for remaining ■ surface I • I i locations and opening, min. minimum net 111111.111 _ 42 GUARD RAIL 1^U ALL OPENINGS SET owners to select actual clear openable section • JUST UNDER 4" I i window package and to be 20" wide and 24" j- I 4"f 3„ I 4,-0„ design high. sill height I st Floor +r maximun 44" off fln.flr. 4 11, • 51'-3" je. ilk Plan ra A v fil II. , IFIRST FLOOR PLAN NORTH � A2 . A2.L.......1 v4"=l'-o^ 2 { • _ The use of these plans and specifications Is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method . 4 In whole or in part Is prohibited,unless authorized by Michael Trafon. Ownership of the design.plans and spedicailons Is solely with Michael Tratton, • i t I i .,?c i ....) General Notes: 1. all dimensions are face of stud unless otherwise noted. \.1 2. see sheet foundation plan for additional - A B C �� D F framing notes_ 3. all exterior walls are 2 x 6 @ 16" o.c., unless I 7 otherwise noted. 1 I 4. all interior walls are 2 x 4 @ 16" o.c. unless q II I otherwise noted. `1 , v 5M1'-3" 5. provide backing in all bathrooms for towel bar �, locations, toilet paper dispensers, medicine 111.1 th Typ. Deck I 4' 0" 18'-0" 1 8'-0" . 21'-3" i cabinets, etc. coordinate with owner/builder for 1 / ! _,j. locations. Assembly i � b. 12" - 16" wonderboard tile backer © tub and ,r,,,l iii Dex-Trek or similar I „ „ I shower enclousure. decking material i I I 2-b 12 3 2 6 4 0 "I. (2) stud spacing between all windows. 1,11 , deck guardrail 42" above over 2 x 10 frame attach to I 8, all door/window head hieghts to be b-8 a.f,f. 1‘. . 1:\ ' ■ fin. Flr. intermediate rail I unless otherwise noted. 2 x 10 ledger and post and • spacing shall not allow a 9. it is the responsibility of the contractor of beam per struct. layout I I 4 diametor sphear to f record to call for any and all required inspections E • I pass through per i.r.c. I I by the governing building department „� ��„ o section 312.2. Stairs -hall have a max. of 1" jurisdiction. ;� T unsdiction. t - ::-_. :_ :::. _. . . . . :_ i.. high risers and 11" deep ' - cvcfsni i 1 - - i - r treads. provide a 1" toe I f , � v v i ` j 1� overhang. Handrails shall be ' r ., • « �:,�t o • �- bel to 36" above the set 1.5" off the wall e, and vI j ,� `, , al E 'nu and have a grip of 1.5". I `, ``". \\'� Q L DECK • ! , I gp I � . \'c • ,'' � NoucOV I \ ! I r[� , -A, 6 • v t6 N O O 13 1 -_ !O Caia� •• Lim ttf �1 ffl I l slider _�-__-. -•-42"GUAR!)RAIL IN/ - I f • ALL OPENINGS SET ,� m I I JUST UNDER 4" 10 z44 -- I m El7K z Y rra, a _ , go 1/ ! i J ' ,, ‘LVI aJS �._a� o l l egress - 1 © " 5 s, �' r" Vrz t window seat - DD I 1 I o Ilrp � _ -_i Ip ti-11::: m Li ALL FIRE PLACES SHOWN SHALL COMPLY _ ■ �` 1 Q EXPLICITLY. THE INSTALLATION OF ANY NON �i 1. J�� 1 U �� 1�J EFA PHASE 2 CERTIFIED WOOD BURNING ■ W. lV i DEVICE OR MASONRY FIREPLACES THAT DO I W. l - I I • �cr r MAIN ROOM [ � ENTRY � 'I NOT HAVE A UL APPROVED DECORATIVE >g w I ? j _ • GA5 BURNING APPLIANCE THAT U5E5 -9z z i ' • �© MASTER BEDROOM ° *< ; CITY OF ANAC�F TE �^_' EITHER A DIRECT VENT OR B VENT FLUE �� - UP ON tit ` 10 SYSTEM UNLE55 OTHERWISE AGREED TO j ARE NOT ALLOWED. THE MAXIMUM I I Cl - 1 EMISSION POTENTIAL FROM EACH I J_ . I , ' RESIDENCE SHALL NOT EXCEED 1.5 GRAMSI I PER HOUR • ; 63 j Glazing; _ GLAZINGINHAZARDOUSLOCATIONSSHALL -. i _ r' BESAFETYGLAZING. THE FOLLOWING z I F- I iI •- - - -------- -- -------------- - ---- HF 'r ; t N SHALL BE CONSIDERED HAZARDOUS 141( o l - --F-m-n I• m �+ _ I- - LOCATIONS: GLAZING IN DOORS AND III (; ENCLOSURES FOR HOT TUBS, WHIRLPOOLS m ♦ _ I -. H �_�s m SAUNAS, STEAM ROOMS, BATHTUBS AND • ■-r•M- BAR /7. . . SINK W I SINK 1 : SINK • I SHOWERS; GLAZING IN ANY PORTION OF A D I I TUB BUILDING WALL ENCLOSING THESE `_ d CLOSET CLOSET 1 I - ! J f_ J COMPARTMENTS WHERE THE BOTTOM tan a PANTRY 1 N LAUNDRY• I ! i'- I _ _ 1 EXPOSED EDGE OF THE GLAZING 15 LESSIII -- i�ODM o — �- 1fI us mo h• j` THAN 60" ABOVE A STANDING SURFACE AND � V �. • .1 _ `_ - .yam __, • ,ILL _ - Y- C ; •-� —1 - (to dra I A • R , 1 .rX ; DRAIN INLET; GLAZING WITHIN A 24" ARC OF ®*4 DUMB ri. _ L_ L ry EITHER VERTICAL EDGE OF A DOOR (IN A • + A H OIpIV�! GLAZING IN WALLS �4" WAITER Jo 1 • _ ! N E I 1 ;; CLOSED POSITION);IiEF GE —* L _ -I -4--- /I 5':_ -_.: g _'- •-�---- ---- - ENCLOSING STAIRWAY LANDINGS OR W u1 �I f % s A ER- -- .--_•m 4,.' . - OF THE BOTTOM AND TOP OF STAIRWAYS _ . :, _ attic access `^ I ILIO P. ! HALLWAY' t • , xr z� - -I I WHERE THE BOTTOM EDGE OF THE GLASS 15 Q - x I < 60 ABOVE A WALKING SURFACE. z o+ ..:.•- ..� -tall . " r p L • 6d__ IGLASS DOORS WHICH ARE CI 41: �i /' J_ (SLIDING 1-71+anKITCHEN I ° ' - so C --.�- i J REVERSIBLE ARE TO HAVE TEMPERED � • STOVE TOP .-' +66 �-�--- __-� LI GLAZING Nil 24" ARG OF EITHER EDGE OF oI dvENI • • - - DINING AREA r - O+" __ - __ . ■ ■ �■ �. ENTIRE GLASS ENCLOSURE V I . SIN l 01 s WALK IN 'Cr-1 cLOSEY '- -`1---I ALL LIGHT FIXTURES MOUNTED TO THE ~ CLOSET , I BUILDING EXTERIOR SHALL BE HIGH rc SIN = t c l x EFFICACY FIXTURES OR THEY SHALL BE r I it CONTROLLED BY A " I ' TT BEDROOM #1 CLOSE c •built in line of roof above PHOTOCONTROL/MOTION SENSOR - -a DW ' SINK COUNTER tQII --- safe in 8 COMBINATION. Document Date: • -1 ;---; r d wall - ` i ■s• ,--- °' sliderII I . BATHR O -, 1 J _ © '- -- -- -- - - -- -- -- --t-z Ax —� - '�(� - X y I Z X r70GI I I 1 I - 1 Document Phase: S- - - -- --- SHOWER/TUB - - _ -k- egress m 4 .adiih. _ FF I • , G 1U - ! ., 12 r r 1 • rev. date remark DECK ' 1 1 °1 window sizes and design egress windows shall TyP Deck �� - 1 i---- +UP ' 1 are approximate, see have an openable Assembly i elevations and door and section for emergency Dex-Trek or similar i • — ` window schedule for egress 5.1 square feet decking material i locations and opening, min. minimum net over 2 x 8 frame attach to ' vI owners to select actual clear openable section - • _- , ' 2 x 8 ledger and post and 1, window package and to be 20" wide and 24" 19'-10" 20'-3" l'-2" I beam per struct. layout I 47'-3" 4'-0" i. design high. sill height 2 n d Floor airmaximun 44" off fln.flr. deck guardrail 42" above I 51'-3" Ilk Plan fin. flr- intermediate rail -7 �I 0i spacing shall not allow a I Stairs shall have a max. of 1" ED ! 4" diametor sphear to 1 high risers and 11" deep pass through per i.r.c. A treads. provide a 1" toeMir �C� COsection 312.2. overhang. Handrails shall be v 34" to 36" above the toe, and be set 1.5" off the wa►I SECOND FLOOR PLAN NORTH A23 and have a grip of 1,5", U A2.2)114"=1'-0" The use of These plans and speciflcaticns Is restricted to the original site for which they were prepared Reuse,reproduction or publication by any method in whole or in part is prohibited,unless authorized ty Michael Trafton. Ownership of the design.plans and specifications Is solely with Michael Trafton, Y r, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET �► Mailing Address:P.O. Box 547, Anacortes, WA 98221 l i` c'� MAR 0 7 2018 Office Location: 904 6rh Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: E -2-1 e:1P je, Date: 3/�// Project Name: ill '5 ,e S//E/j/E Project Address: +'fO Z E Project Contact: 141' izAfP1 Company Name: Contact Phone: I2 42"/44 `2 7 Contact Email: -e/-PG)/GJ ,.1l12 J00 9 G//f 7%I (((0!M Has the permit been issued yet? 0 Yes , ,No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? gYes 0 No fiy4 ' 1-4 M.-1 ,42V7L What department(s) is this resubmittal/revision /additional information to go to? *lanning Dept. Building Dept. ❑ 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. 0 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?%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 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes gNo Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. Site Plan Building Plans 0 Structural Plan Landscape Plan 0 Parking Plan Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey (Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: FOR OFFICE USE ONLY: DATE DATE ROUTED: ROUTED TO: ROUTED: APPROVED BY: APPROVED: ❑ Building Dept. ❑ Planning Dept. ❑ Stormwater ❑ Public Works Dept. ❑ Fire Dept. ❑ Third Party Review Anacortes Planning& Community Development Dept. ` a Permit Center P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-190] Don Measamer,Building Official,Planning Director FAX(360)293-193! February 16, 2018 Mike Trafton 4534 Sharpe Rd Anacortes, WA 98221 telesis.trafton@gmail.com RE: Plan Review notes for the proposed New Single Family Residence at 4402 E Ave Please address the following items so I can complete the plan review. 0_411 Indicate on the elevation views the building height from erage original grade. • Indicate elevations on the contour lines on the site plan.1) AI •f %el. Indicate on the site plan that the setbacks are a minimum distance not a maximum distance as currently stated. /. Indicate on plans all applicable codes, including 2015 International Residential Cods 2015 Uniform Plumbing Code (UPC) and 2015 Washington State Energy Code (yV,_ The City has adopted the UPC and not the IPC; please correct this on the plans.J V. Indicate on the plans,in Floor item# 32 .n Sheet A0.1 that joists cannot be notched the middle third as stated on the plans. ) p2. G 2. if. Indicate on the plans that the door separating the garage and the house needs to be 2, minute fire-rated with a self-closing device.] 2.-z.. 7. Indicate on the plans the following: Bollard needs to be located in front of appliances in garage/6\j A 2.2 45. 5/8" anchok bolt must be installed within 4 3/8"-12" from each end of the mudsills. !72- ft The deck hold-downs to resist lateral loads on each deck.�,A2•Z violf. Whether the garage is conditioned space.a �}Z.Z yr Translucent deck panels are required to be tenipered.M A2 l f1 , 1 ye The stair tread/riser triangle cawot allow a 6"sphere and if there are open ri they cannot allow a 4" sphere. ll 1 A-2.72 44401t. Spray foam depth markers are required every 10'.&41 2 .7/J A2.4- a-- 8. Indicate on the plan the WSEC Energy credits taken and how the building will corn with the WSEC. )AD.° w 4-9. Indicate on the plans that the attic area needs to be insulated to R-49,walls to R-21 A, the floor to R-38, unless a taken WSEC Energy credit increases these values.A..vP */10. Indicate on the plans that there needs to be 5/8"Type X GWB on the ceiling of the garage gat has living space above it screwed off at 6" on center on the edges and in field. gai, P13A--. Pk 2.2 A2.2 A2.� 1il 1. Indicate on the plans the range hood or downdraft in the kitchens 4 '.;', 12. Provide an approved Evaluation Report from an approved agency for the spray foarr insulation that is being used to show how it complies with the building codes. <41. Indicate the correct beam sizes on the roof framing plan, on Sheet A2.5, so that they I(p consistent with the Engineering. l A2 .5 14. Make 2nd floor framing plans consistent with the Engineering. . What is"BM#7 referenced in the Engineering? Indicate in the Engineering and on p . s what beam it is. FAVl 7 6 AN 7 cj \Dior. j Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 9• / frt1cbPa fr1- 5L Pn)1GED 1b vpicATE (2mq F--- 3& N w i ., . - Zt w ts1A215r 0 1 12 . W ab FT wl� 920Vrep 1)3(-1 N(' Cbf` itEkS1H t)u((i DN r-D miwurivm i 1 ANACORTES PUBLIC WORKS DEPARTMENT O "' Steven Lange, Project Manager -,-;. P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 • k? E-MAIL:stevel@cityotanacortes.org FAX(360)293-1938 Memo Date:January 18, 2018 To:Paul Ingalls, Plans er From:Steven Lange Subject:Site Plan Review#1 for 4402 E Avenue cc: Eric Shjarback, Justin Symonds The submitted site plan for 4402 E Avenue was reviewed by the Public Works Engineering Department on January 18, 2018. • 01-16-18: Submittal to Public Works Engineering • 01-18-18: Public Works review and memo back to Building Department The following comments are provided: r'®/► Project is allowed to utilize a tank and pump system for sanitary sewer, per letter dated November 18, 2017. See attached. • o Proposed house intersects a drainage swale from the Parkside Subdivision. What is the plan on rerouting the swale? Public records indicate a 12-inch pipe system. Site plan needs to include all easements from the recorded plat. More specifically the Cul-de-Sac easement. v* Site plan should identify what is proposed for storm water. j ' ! lc) it-4 0 Water 40 Wastewater • Streets ® Storm Drainage a Engineering e Solid Waste r f: a Transportation®Equipment a Capital Projects • Development Services 4��9G.OR�� DEPARTMENT OF PLANNING, COMMUNITY& ECONOI DEVELOPMENT DATE: February 6, 2018 TO: Mike Trafton FROM: Kait Nelson Associate Planner PCED SUBJECT: 4402 E Ave, BLD-2018-0019; Stormwater Plan Review Several revisions are necessary to complete the stormwater review: ,'" The Septic-Sy-stem-and—drain field-iiiiiSfbe-s1iowri on the-site-plan. 'P No drainage narrative was provided to indicate what is being done with Stormwater and hol minimum requirements 1-5 of the Department of Ecology's Stotiiiwater Manual. It appears Dispersion(BMP T5.30) may be possible. With Full Dispersion, 65%of the lot must be pre Native Vegetation, and the area dedicated to that with the square footage must be shown on and dedicated with an easement. FEree- `t) 1•Z u) • BMPs are not shown accurately on the erosion control plan. Please provide name and numb BMP used, ex: Silt Fence,BMP C233; Please show this for all BMPs, including constructio Dispersion Trench, Perforated Stub Out,Post Construction Soil Quality&Depth, Inlet Prot Flow Dispersion, etc. These BMP numbers should be labeled in the S„SWWPPP as well. The ve designated for sheet flow dispersion needs to be shown specifically on the erosion control p with the total area reserved with dimensions. Please show the slope percentage and direction on the erosion control plan. .z • 1 Hard surface area should be provided with a breakdown. How much hard surface is roof are t_ much is driveway?Porches or patios that are uncovered by roof?Etc. 12-E Please note that the Stotunwater Review is independent from the Building Department,Public Worl Department, and the Planning Department. If you have any questions, feel free to call me at 360.29 we can discuss this portion of the review process. Kait Nelson Associate Planner Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday, February 1, 2018 10:30 AM To: Fyrrce, Groc; Ingalls, Paul Cc: Measamer, Don Subject: BLD-2018-0019,4402 "E" Avenue 2-1-18 RE BLII-2018-0019,4402"E"Avenue Hi Groc. I have completed my review of the building permit application to construct a residence at 4402"I following revisions are requested: ' 1.� •A landscape plan is required that shows 20%of the subject property being landscaped. Existing an —/ landscaping can count toward this requirement. Please show how you are complying this requirer 7 . Additionally, per AMC Chapter 16.50,one(1)tree unit credit is required per 1,000 square feet of According to the recorded survey,the property is 57,337 square feet. So, based on this square foc units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diame height—DBH) count toward one (1)tree unit credit. Existing trees based on their diameter at brea (DBH) can also count toward the required tree unit credits. As the diameter of the tree increases, the tree unit credit. Please see Table 16.50.070(D)(3)within AMC Chapter 16.50 for a detailed exi the tree units credits awarded based on tree size at DBH. Please show how you are complying wit on your revised landscape plan: l 3. Please revise your site plan showing existing topographical contours of the subject property(prior c yit proposed grading). Dale Herrigstad of Herrigstad Engineering and Surveying(here in Anacortes) v with the previous owners of this subject property concerIn)fng an "after the fact" land clearing perr already have this information on file. 071M L-t. 641/', i-/s I i-12 d/i -j 1 1 . Also, please show average original grade on your elevations and how you are complying with the il maximum height above average original grade. plAA Cum 'j(4. A/, 1 ) -4/ 2 1 Al 2-) Thanks you. 7,, Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community&Economic Development Dept. City of Anacortes I P.O. Box 547 1904 61-r Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www.cityofanacortes.ora My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. / -- i I .-4.i 44 t f Fyrrce, Groc From: Fyrrce, Groc Sent: Tuesday, February 27, 2018 9:25 AM To: 'Michael Trafton' Subject: FW: 01-18-18 PW Review 4402 E Avenue.pdf Attachments: 01-18-18 PW Review 4402 E Avenue.pdf; Current Plan Revision Additional Info Cover Sheet.pdf;4402 E Ave, Stormwater.docx; BLD-2018-0019,4402 E Ave Street Building Plan Review.doc Hi Mike, Sorry about the error in the previous email, it should state the following: Please see Kait's attached plan review note for corrections that need to be addressed so that she can finish her plan review. Please see Steve's Public Works attached plan review note for corrections and comments that need to be addressed so that Steve can finish his plan review. Please see my attached plan review note for corrections that need to be addressed so that I can finish my plan review. Also, if having an ADU, it needs to be labeled on the plans along with how it complies with the codes. Please see Kevin's plan review note below for corrections that need to be addressed so that he can finish his plan review: 2-1-18 RE: BLD-2018-0019,4402 "E"Avenue Hi Mike, I have completed my review of the building permit application to construct a residence at 4402 "E"Avenue.The following revisions are requested: 1. A landscape plan is required that shows 20%of the subject property being landscaped. Existing and proposed landscaping can count toward this requirement. Please show how you are complying this requirement. 2. Additionally, per AMC Chapter 16.50, one (1)tree unit credit is required per 1,000 square feet of land area. According to the recorded survey,the property is 57,337 square feet. So, based on this square footage, 57 tree units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diameter at breast height—DBH) count toward one (1)tree unit credit. Existing trees based on their diameter at breast height (DBH) can also count toward the required tree unit credits.As the diameter of the tree increases, so too does the tree unit credit. Please see Table 16.50.070(D)(3) within AMC Chapter 16.50 for a detailed explanation of the tree units credits awarded based on tree size at DBH. Please show how you are complying with requirement on your revised landscape plan. 1 3. Please revise your site plan showing existing topographical contours of the subject property (prior to any proposed grading). Dale Herrigstad of Herrigstad Engineering and Surveying (here in Anacortes)was working with the previous owners of this subject property concerning an "after the fact" land clearing permit. He may already have this information on file. 4. Also, please show average original grade on your elevations and how you are complying with the 35 foot maximum height above average original grade. Thanks you. 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@cityofanacortes.orq I www.cityofanacortes.orci My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. Please see Jack's plan review note below for corrections that need to be addressed so that he can finish his plan review: 4402 E Ave 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. May require residential sprinkler system per NFPA 13D based on fire flow. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Please fill out the attached Plan Revision &Additional Cover Sheet along with a transmittal letter(s) stating the correction required, and how it was corrected, for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. 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 •`L Jiie7 lr/v6(/lcl� eo.miiur>z7liel eo/Ito:W(6.P rc>rr/cc<yievadl':-re My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 From: Fyrrce, Groc Sent:Tuesday, February 27, 2018 9:04 AM To: 'Michael Trafton' <telesis.trafton@gmail.com> Cc: Ingalls, Paul <pauli@cityofanacortes.org>; Kennedy, Jack<jackk@cityofanacortes.org>; Cricchio, Kevin <kevinc@cityofanacortes.org>; Nelson, Kait<kaitlynn@cityofanacortes.org>; Lange, Steve<stevel@cityofanacortes.org> Subject:01-18-18 PW Review 4402 E Avenue.pdf Hi Mike, Please see Kait's attached plan review note for corrections that need to be addressed so that she can finish her plan review. Steve's Public Works plan review note was given to Robert Lambert so that he can address the corrections and comments that need to be addressed so that Steve can finish his plan review. Please see my attached plan review note for corrections that need to be addressed so that I can finish my plan review. Also, if having an ADU, it needs to be labeled on the plans along with how it complies with the codes. Please see Kevin's plan review note below for corrections that need to be addressed so that he can finish his plan review: 2-1-18 RE: BLD-2018-0019,4402 "E"Avenue Hi Mike, I have completed my review of the building permit application to construct a residence at 4402"E" Avenue.The following revisions are requested: 1. A landscape plan is required that shows 20%of the subject property being landscaped. Existing and proposed landscaping can count toward this requirement. Please show how you are complying this requirement. 2. Additionally, per AMC Chapter 16.50, one (1)tree unit credit is required per 1,000 square feet of land area. According to the recorded survey, the property is 57,337 square feet. So, based on this square footage, 57 tree units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diameter at breast height—DBH) count toward one (1)tree unit credit. Existing trees based on their diameter at breast height (DBH) can also count toward the required tree unit credits. As the diameter of the tree increases, so too does the tree unit credit. Please see Table 16.50.070(D)(3)within AMC Chapter 16.50 for a detailed explanation of the tree units credits awarded based on tree size at DBH. Please show how you are complying with requirement on your revised landscape plan. 3. Please revise your site plan showing existing topographical contours of the subject property(prior to any proposed grading). Dale Herrigstad of Herrigstad Engineering and Surveying (here in Anacortes) was working 3 with the previous owners of this subject property concerning an "after the fact" land clearing permit. He may already have this information on file. 4. Also, please show average original grade on your elevations and how you are complying with the 35 foot maximum height above average original grade. Thanks you. 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@cityofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. Please see Jack's plan review note below for corrections that need to be addressed so that he can finish his plan review: 4402 E Ave 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. May require residential sprinkler system per NFPA 13D based on fire flow. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Please fill out the attached Plan Revision &Additional Cover Sheet along with a transmittal letter(s) stating the correction required, and how it was corrected, for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. 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 >ir tr,//ifWe.< %efiYiei awl/ir1 t/i'cri /r e(Ierctrfoe cr,cyiw_a/ici? My incoming and outgoing email messages are subject to public disclosure requirements per RCW 4256. 4 Fyrrce, Groc From: Fyrrce, Groc Sent: Tuesday, February 27, 2018 9:04 AM To: 'Michael Trafton' Cc: Ingalls, Paul; Kennedy,Jack; Cricchio, Kevin; Nelson, Kait; Lange, Steve Subject: 01-18-18 PW Review 4402 E Avenue.pdf Attachments: 01-18-18 PW Review 4402 E Avenue.pdf; Current Plan Revision Additional Info Cover Sheet.pdf;4402 E Ave,Stormwater.docx; BLD-2018-0019,4402 E Ave Street Building Plan Review.doc Hi Mike, Please see Kait's attached plan review note for corrections that need to be addressed so that she can finish her plan review. Steve's Public Works plan review note was given to Robert Lambert so that he can address the corrections and comments that need to be addressed so that Steve can finish his plan review. Please see my attached plan review note for corrections that need to be addressed so that I can finish my plan review. Also, if having an ADU, it needs to be labeled on the plans along with how it complies with the codes. Please see Kevin's plan review note below for corrections that need to be addressed so that he can finish his plan review: 2-1-18 RE: BLD-2018-0019,4402 "E" Avenue Hi Mike, I have completed my review of the building permit application to construct a residence at 4402"E" Avenue.The following revisions are requested: 1. A landscape plan is required that shows 20%of the subject property being landscaped. Existing and proposed landscaping can count toward this requirement. Please show how you are complying this requirement. 2. Additionally, per AMC Chapter 16.50, one (1)tree unit credit is required per 1,000 square feet of land area. According to the recorded survey,the property is 57,337 square feet. So, based on this square footage, 57 tree units would be required. Newly planted tree that are 2 to 5 inches at 4.5 feet above grade (diameter at breast height—DBH) count toward one (1)tree unit credit. Existing trees based on their diameter at breast height (DBH) can also count toward the required tree unit credits.As the diameter of the tree increases, so too does the tree unit credit. Please see Table 16.50.070(D)(3)within AMC Chapter 16.50 for a detailed explanation of the tree units credits awarded based on tree size at DBH. Please show how you are complying with requirement on your revised landscape plan. 1 3. Please revise your site plan showing existing topographical contours of the subject property(prior to any proposed grading). Dale Herrigstad of Herrigstad Engineering and Surveying(here in Anacortes) was working with the previous owners of this subject property concerning an "after the fact" land clearing permit. He may already have this information on file. 4. Also, please show average original grade on your elevations and how you are complying with the 35 foot maximum height above average original grade. Thanks you. 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@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. Please see Jack's plan review note below for corrections that need to be addressed so that he can finish his plan review: 4402 E Ave 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. May require residential sprinkler system per NFPA 13D based on fire flow. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Please fill out the attached Plan Revision &Additional Cover Sheet along with a transmittal letter(s) stating the correction required, and how it was corrected, for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. 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 c<iiimairi/ird(17.(f7 (r/ficvi//(J/ (tia(.(yc'ra//cit 2 Gl�y o� Anacortes Planning& Community Development Dept. Permit Center '�gCOB�w P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 February 16,2018 Mike Trafton 4534 Sharpe Rd Anacortes, WA 98221 telesis.trafton@gmail.com RE: Plan Review notes for the proposed New Single Family Residence at 4402 E Ave Please address the following items so I can complete the plan review. 1. Indicate on the elevation views the building height from average orig inal grade. 2. Indicate elevations on the contour lines on the site plan. 3. Indicate on the site plan that the setbacks are a minimum distance not a maximum distance as currently stated. 4. Indicate on plans all applicable codes, including 2015 International Residential Code, 2015 Uniform Plumbing Code(UPC) and 2015 Washington State Energy Code (WSEC). The City has adopted the UPC and not the IPC;please correct this on the plans. 5. Indicate on the plans, in Floor item# 32 on Sheet A0.1 that joists cannot be notched in the middle third as stated on the plans. 6. Indicate on the plans that the door separating the garage and the house needs to be 20 minute fire-rated with a self-closing device. 7. Indicate on the plans the following: a. Bollard needs to be located in front of appliances in garage. b. 5/8" anchor bolt must be installed within 4 3/8"-12"from each end of the mudsills. c. The deck hold-downs to resist lateral loads on each deck. d. Whether the garage is conditioned space. e. Translucent deck panels are required to be tempered. f. The stair tread/riser triangle cannot allow a 6" sphere and if there are open risers, they cannot allow a 4" sphere. g. Spray foam depth markers are required every 10'. 8. Indicate on the plans the WSEC Energy credits taken and how the building will comply with the WSEC. 9. Indicate on the plans that the attic area needs to be insulated to R-49,walls to R-21 and the floor to R-38, unless a taken WSEC Energy credit increases these values. 10. Indicate on the plans that there needs to be 5/8"Type X GWB on the ceiling of the garage that has living space above it screwed off at 6" on center on the edges and in the field. 11. Indicate on the plans the range hood or downdraft in the kitchens. 12. Provide an approved Evaluation Report from an approved agency for the spray foam insulation that is being used to show how it complies with the building codes. 13. Indicate the correct beam sizes on the roof framing plan, on Sheet A2.5, so that they are consistent with the Engineering. 14. Make 2nd floor framing plans consistent with the Engineering. 15. What is "BM#7 referenced in the Engineering? Indicate in the Engineering and on the plans what beam it is. Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 Cricchio, Kevin From: Tom &Geri <tgdebit@gmail.com> Sent: Wednesday, April 25, 2018 6:07 PM To: Cricchio, Kevin Subject: Re: Building Permit, 4402 E Avenue, BLD-2018-0128 Kevin, Brian&Tim of ACS are on it and will comply. There is no need to copy Mike on the emails anymore; his involvement ended with the issuance of the BP....Tom Pack On Wednesday,April 25,2018, Cricchio,Kevin<kevinc@cityofanacortes.org>wrote: 4-25-18 Hi Thomas and Mike. Please call me for a tree fence inspection before any construction activities (i.e., grading, cut, fill, etc.)takes place on the subject property. I can be reached at the number below. You'll need to fence at drip line+6 feet. Thanks. 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@cityofanacortes.orq I www.cityofanacortes.orq requirements incoming and outgoing email messages are subject to public disclosure q uirements per RCW 42.56. From: Cricchio, Kevin Sent: Monday,April 16, 2018 2:41 PM To: 'Michael Trafton' <telesis.trafton@gmail.com>; 'gdebit@gmail.com' <gdebit@gmail.com> Cc: Fyrrce, Groc<gfyrrce@cityofanacortes.org>; Grage,Libby<LibbyB@cityofanacortes.org>; Symonds, • Justin<iustins@cityofanacortes.org>; Ingalls,Paul<pauli@cityofanacortes.org>; Lange, Steve <stevel@cityofanacortes.org> Subject: Building Permit, 4402 E Avenue, BLD-2018-0128 4-16-18 1 RE: Building Permit, 4402 E Avenue, BLD-2018-0128 Mike & Thomas, We received a complaint this morning regarding tree cutting at 4402 E Avenue. I just visited the site and took the attached pictures confirming the removal of a few trees. It however appears that the trees removed are within the footprint of the proposed home only. Nonetheless it appears that tree fencing fell thru the cracks. In the next day or two,please have tree fencing placed at the remainder of the trees designated for retention at dripline+ 6 feet. Once this is up,please call me for an inspection. Fencing needs to be put up and inspected before any site grading, excavation, cut/fill, or further construction activities take place on the subject property. Thanks. 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@cityofanacortes.org www.citvofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 r Anacortes Planning, Community &Economic Development Dept.. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1907 4000 Don Measamer,Director of Planning, Community and Economic.Development FAX(360)293-1938 STATE ENVIRONMENTAL POLICY ACT (SEPA) Mitigated Determination of Non-Significance (MD/VS) PROJECT NAME: SEPA (File#:"PLN-2014-0007)&Land Clearing Permit(BLD-2014-0471) APPLICANT/LANDOWNER: Darrell Meigs&Jean,Escher,4502 Woodside Drive,Anacortes,WA 98221 PROJECT LOCATION: According to Assessor's records,the subject property is 1.32±acres (57,499 square feet)in area,. No improvements are currently located onsite, The subject property is located at 4402 "E Avenue, Anacortes, Washington in a portion of Section 25; Township 35 North; Range 01 East; Willamette Meridian(Parcel#: P32128), PROJECT DESCRIPTION:' The subject SEPA MDNS is associated with an"after the fact" land clearing permit application following the clearing of 1.32±acres. SITE VISIT: A site visit was conducted on October 21,.2014,confirming the removal of numerous trees onsite &previous earthwork/grading, ZONING DISTRICT: The subject property is located in the Residential(RI)Zoning District of the City of Anacortes. CRITICAL AREAS: A critical areas assessment dated October 1.0, 2014,prepared by Aqua-Terr Systems Incorporated (ATSI) was submitted with the after the fact permit applications, ATSI staff observed 3 small forested wetlands, estimated to be between 150 to 300 square feet in total size, within the undisturbed perimeter of the site. ATSI did not field flag, delineate, rate, or assess the functions of the on-site wetlands as Category II, III, or IV wetlands under 1,000 square feet are not regulated by the City of Anacortes if they are not associated with a riparian corridor,not part of a wetland mosaic, and do not contain habitat for priority species (AMC 17.70.520), As the PLN.2014-0007,SEPA MDNS Darrell Meigs.&Jean Esther Page 1 of 3 wetlands observed meet these criteria,said wetlands do not appear to be regulated by the City of Anacortes. LEAD AGENCY: Anacortes Planning, Community & Economic Development Department. The lead agency for this proposal has determined that this project does not have a probable adverse impact on the environment,provided that the conditions set out below are satisfied. An environmental impact statement (EIS) is not required under RCW 43.21C:030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This MDNS is issued under'WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date of publication. Written comments regarding the MDNS must be submitted, in writing, no later than December 17, 2014 at 5:00 pm to the lead agency at the address below. MITIGATION MEASURES: 1. An"after the fact"land clearing permit shall be secured prior to additional work taking place onsite. 2. Erosion control, dust control, and best management practices shall be employed during construction /development activities as required by both the Building and Public Works Departments. 3. According to Anacortes Municipal Code 17.54.060(F)(1)(b),the applicant shall submit a plan (i.e.,small parcel stormwater&water quality plan)to minimize runoff, control erosion,and J protect adjacent properties. Such measures may include replanting,reseeding,storm retention ponds, buffer areas or prompt development.This plan shall be approved by a licensed civil engineer. Once this application is complete,it needs to be submitted to the Department of Public Works for r review along with the applicable fee. 4. The large pile of woody debris located onsite needs to be removed by a dump-truck or by grinding it down onsite as no burning is allowed within city limits: ) i 5. A grading permit is required for earthwork consisting of fifty(50)or more cubic yards. 6. A building permit shall be secured before any construction activities begin onsite; 7. Before building permit application submittal, a topographical survey of the subject property is required to be performed by a Washington State licensed surveyor /engineer showing original and existing grade. Should you ever wish to construct on the subject property, maximum permitted height is based on original grade. 8. A native growth protection easement(NGPE) is located to the west and south of the subject property.The applicant/landowner shall work with the Director or designee of the City of Anacortes' Parks and Recreation to determine if encroachment has occurred. If encroachment has occurred,the.applicant:/landowner shall work with the Director or PLN-2014-0007.,SEPA.MDNS Darrell Meigs&Jean Escher Page 2 of 3 I designee of the City of Anacortes'Parks and Recreation to restore/replant any encroachment into said NGPE at the landowner'.s expense. The NGPE shall be restored/replanted using native vegetation indigenous to the Pacific Northwest. If required,the Director or designee of the Department of Parks and Recreation must approve of the completed restoration work. / 9. Pursuant to AMC 17.54.060,no subdivision of land shall be approved within five 5 rs of f issuance of the subject land cle r ng permit: 10.In cooperation with the Parks Department,a split rail cedar wood fence shall be constructed along the entire southern property line of the subject property thereby demarcating the beginning of the native growth protection easement. RESPONSIBLE OFFICIAL: Don Measamer POSITION/TTI'LE: Director of Planning,Community&Economic Development ADDRESS: 904 6th Street,P.O.Box 547 Anacortes, Washington 98221 DAFE: k\ 1 gS,/ 1 1 Signature: <�� �----.._ For further information, contact the Anacortes Planning, Community,&Economic Development Department at(360)299-1901. ISSUED: December 3,2014 PUBLISHED: December 3,2014 The issuance of this Mitigated Determination of Non-significance should not be interpreted as acceptance or approval of the proposal as presented. The City of Anacortes reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the city and/or necessary for the general health,safety and welfare of the public to do so. SEPA APPEAL PROCEDURE: Pursuant to the procedures adopted under AMC § 18.04.250, no administrative appeal of the SEPA threshold determination is provided. The SEPA threshold determination may be appealed to the Skagit County Superior Court under RCW § 43.21C.07.5 after the City's final action on the underlying action(s). Requests to receive notices of decisions for this project proposal should he submitted to the contact person,listed above. 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ATSI s1O . October . 2014 EXECUTIVE SUMMARY On 14 August 2014, the City of Anacortes noted that unauthorized clearing had occurred at 4402 E Avenue, within the City of Anacortes. Subsequently the City issued a cease and desist notice and required that a critical areas study be performed and a report submitted. In response, Aqua-Terr Systems Incorporated (ATSI) was retained to review the approximately 1.32-acre "project area" and to provide this critical areas study. Preliminary review of public resource documents show no hydric soils or wetlands mapped within the project area. At our 2 October site reconnaissance, ATSI coirected data from a total of 9 data plot locations on the site. ATSI staff observed 3 small forested wetlands, estimated to be between 150 to 300 square feet in total size, within the undisturbed perimeter of the site. We did not field flag delineate, rate, or assess the functions of the on-site wetlands. Category Il, Ill, and IV wetlands under 1,000 square feet are not regulated by the City of Anacortes if they are not associated with a riparian corm or, no part o a wetland mosaic, and do not contain habitat for priorq species (AMC 17,70.520). As the wetlands observed meet these criteria, it is our best professional judgment that they are therefore not regulated by the City. Based primarily on the lack of hydric soil indicators within the cleared areas, it is our best professional judgment that there are no regulated wetlands within these areas that were inadvertently filled or impacted by the unauthorized activities. ATSI observed one additional wetland more than 75 feet offsite to the northwest of the project area. As this wetland is off-site, ATSI Iicd not de ii neate or rate is wetland; however based on our observations and best professional judgment, this wetland appears to be a Category III wetland, with a habitat score of less than 20, and likely would require a regulated 60 foot buffer (AMC 17,70.340). As this wetland and its buffer occur entirely off-site, it was not impacted by the unauthorized clearing activities that occurred upon the site. The Washington Natural Heritage Program does not document this section, township, and range as containing Natural Heritage Features. A Washington State Department of Fish and Wildlife (WDFW) report has not been requested for this project. City, state, and federal governments regulate wetlands, streams, shorelines, and other critical areas. Permits from the appropriate agencies are required for impacts to critical areas, wetlands, streams, and associated buffers. We did not observe any other wetlands,_ streams, or biological critical areas or City, state, or federal priority or listed species or habitat on or immediately adiacent to (within 300 eet ot) the project area. 1.0 INTRODUCTION Aqua-Terr Systems Incorporated, (ATSI) reviewed the approximately 1.32-acre "project area", located at 4402 E Avenue, within the City of Anacortes, WA, within a portion of Section 25, Township 35 North, Range 1 East, W.M. (Figures 1 and 2). Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 1 The purpose of this report is to assess the presence, location, and extent of wetlands, streams, and other biological critical areas including fish and wildlife habitat and their regulated buffers under the jurisdiction of the City of Anacortes, the Washington State Department of Ecology (Ecology), and the U.S. Army Corps of Engineers (Corps) that are located within or adjacent to the project area. 2.0 METHODS AND PROCEDURES 2.1 Regulatory Agencies City, state and federal governments regulate critical areas on and adjacent to the project area. City of Anacortes regulates wetlands and habitat conservation areas by authority of the Critical Areas Regulations (AMC Chapter 17.70). Classification of critical areas and their associated buffers follow the criteria outlined within this ordinance. Through Section 404 of the Clean Water Act, the Corps has the authority to regulate the placement of fill materials in wetlands and other waters of the United States, and requires permits for such activities. 2.2 Preliminary Analysis ATSI uses a two-step procedure to determine the presence and extent of wetlands, streams, habitat, and other biologic critical areas within and adjacent to a project area. This procedure includes preliminary data review and on-site reconnaissance in which a qualitative analysis of biota and habitats is performed. The goal of this analysis and site review is to describe the biological aspects within and adjacent to a project area in order to provide sufficient information for the client and regulating agency to make informed decisions regarding these features. The preliminary review of public resource documents is used to provide initial information on vegetation, soil, and hydrology and other critical areas within and adjacent to a project area. These resources include, but are not limited to: • Soil surveys from the USDA Natural Resource Conservation Service (NRCS). • NRCS hydric soil lists. • National Wetland Inventory (NWI) maps. • Local jurisdiction inventory maps. • Local jurisdiction Shoreline Master Programs (SMP). • Local jurisdiction Critical Area Ordinances (CAO). During an onsite reconnaissance, the general terrain is observed, a project area is traversed, and visual observations are made on areas adjacent to a project area to identify wetlands, streams, and other biological critical areas. Aerial photographs, soil data, and topographic maps are used for orientation and to assist in locating wetlands, streams, and other unique or critical habitats. Data on topography, dominant communities of vegetation, soil, and hydrology are recorded onto data forms that are at the end of this report. The approximate locations of sample plots are depicted on Figure 3. Additional test pits were excavated but not documented in wetland and upland areas to assist in determining the presence or absence of wetland indicators. Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 2 2.3 Personnel An onsite reconnaissance was conducted and this report was prepared by Associate Biologist, Janet Cray BA, PWS. This report was reviewed by Senior Biologist and Principal, Jim Wiggins, MS, PWS, Both are Professional Wetland Scientists (PWS) certified through the Society of Wetland Scientists Professional Certification Program. Mr. Wiggins has a Master of Science degree in Ecology and has been practicing as a biologist for 26 years. Ms_ Cray has a Bachelor of Arts degree and has been practicing as a professional biologist for 7 years. 2.4 Wetland Identification Any wetlands identified and referred to in this report follow the Corps definition: "...those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions (Environmental Laboratory 1987). All wetlands are identified based on the presence of indicators for hydro.phytic vegetation, hydric soils, and wetland hydrology as described in the Corps, Wetland Delineation Manual (Environmental Laboratory 1987); and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Corps 2010). All three parameters must be present for an area to be considered a jurisdictional wetland under normal circumstances. Atypical situations and problem areas are treated per the Corps and state manuals. Hydrophytic Vegetation Criteria An area has hydrophytic vegetation when greater than 50 percent of the total composition of the dominant plant species from all strata have an indicator status of Facultative (FAC), Facultative Wetland (FACW), or Obligate (OBL) as defined per the updated National Wetland Plant List (NWPL 2014) for the Western Mountains, Valleys, and Coast (Corps 2010). Additional indicator status of Facultative Upland (FACU) are given to plants that are not- wetland dependent (they are non-wetland plants by habitat preference) and Upland (UPL) plants that almost never occur in standing water or saturated soils (Corps 2010). No Indicator (NI) is given to species where sufficient information is lacking to give the species an indicator status (Reed 1988). Species not listed on the wetland plant list are assumed to be upland species (Reed 1988). The percent cover of the dominant plant species is estimated for each stratum (e.g. tree, sapling/shrub, herb, and woody vine) and the indicator status of each species is determined. If a stratum has <5%, cover it is combined into another stratum. We generally use a 30-foot radius for the tree and woody vine stratums and a 5-foot radius for the sapling and shrub stratums. The tree stratum consists of woody plants 3 inches or greater in diameter at breast height (DBH). The sapling/shrub stratum consists of woody plants less than 3 inches DBH regardless of height (Corps 2010). Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 3 Hydric Soils Criteria Hydric soils, in general, are those soils that have high organic matter, reduced conditions, and aquic or peraquic moisture regimes. On-site soils are observed and described from a 20 inch (+/-) soil pit. Hydric characteristics and indicators such as redoxymorphic features (e.g. concentrations, depletions, and reduced matrices) are examined within the profile. Soil color is determined using Munsell Soil Color Charts (Kollmorgen 1998). Soil color, texture, and any hydric indicators and restrictive layers are recorded. Identification of the hydric soil type is obtained from the Hydric Soil Indicator technical descriptions provided per the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Corps 2010). Wetland Hydrology Criteria Wetland hydrology is present when direct or indirect indicators of seasonal or permanent soil saturation or inundation are observed. As per the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Corps 2010); hydrology indicators include: soil saturation, surface inundation, water table within the top 12 inches during the wet season or within 12 to 24-inches during the dry season, oxidized rhizospheres, water-stained leaves, water marks, drift lines, sediment or drift deposits, algal mats, surface soil cracks, iron deposits, presence of reduced iron, recent iron reduction in tilled soils, drainage patterns, hydrogen sulfide odor, stunted or stressed plants, frost-heave hummocks, raised ant mounds, salt crusts, aquatic invertebrates, previously recorded data, visible saturation on aerial imagery, and geomorphic position. 3.0 SITE DESCRIPTION 3.1 General The site is an approximately 1.32-acre project area, located at 4402 E Avenue, within the City of Anacortes (Figure 1). Land use in the vicinity of the project area consists of single family residential to the north, west and south, and undeveloped forested areas to the northwest and southeast (Figure 2). Topography on the site slopes gently to the north (Figure 1). There are no structures or improvements in the project area. Based on rough estimates, it appears that more than half of the vegetation within the project area was cleared prior to this study (Figure 3). Therefore, descriptions of the vegetation on the parcel are based on the remainder that is readily observed along the perimeter and from aerial photographs that show the site from before it was cleared. The vegetation observed on the parcel is comprised of mixed upland forest with small pockets of forested wetland vegetation (Figure 2). At our 2 October site reconnaissance, ATSI collected data from a total of 9 data plot locations. Data Plots 1 to 5 were collected around the perimeter of the site where the vegetation had not been cleared and the area appeared undisturbed. Any data plots within this undisturbed perimeter having indicators of hydric soils, hydrophytic vegetation, and wetland hydrology were determined to be wetlands. Because the study was performed during the dry season, the indicators of wetland hydrology observed included water stained leaves, geomorphic location (depression), and sparsely vegetated concave surface. Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 4 Data Plots 6 to 9 were collected within the area cleared of vegetation. Due to the clearing activities, ATSI lacked confidence in both the potential to observe indicators of hydrophytic vegetation and wetland hydrology. Therefore, ATSI primarily used soil characteristics for making a determination of whether or not wetlands existed in this area prior to the clearing activities. Specifically, ATSI looked for hydric soil indicators at similar or shallower depths as were observed in the wetland soils pits in the undisturbed areas. ATSI selected soil pit locations based on geomorphic position (in depressions and in the lowest topographic areas on the site), the occurrence of any herbaceous plant species, and within the areas due north and south of the debris pile. Based on the data collected, ATSI staff observed 3 small forested wetlands, estimated to be between 150 to 300 square feet in total size, within the undisturbed perimeter of the site. We did not field flag delineate, rate, or assess the functions of the on-site wetlands. Category II, Ill, and IV wetlands under 1,000 square feet are not regulated by the City of Anacortes if they are not associated with a riparian corridor, not part of a wetland mosaic, and do not contain habitat for priority species (AMC 17.70.520). As the wetlands observed meet these criteria, it is our best professional judgment that they are therefore not regulated by the City. Based primarily on the lack of hydric soil indicators within the cleared areas, it is our best professional judgment that there are no regulated wetlands within these areas that were inadvertently filled or impacted by the unauthorized activities. ATSI observed one additional wetland more than 75 feet offsite to the northwest of the project area. As this wetland is off-site, ATSI did not delineate or rate this wetland; however based on our observations and best professional judgment, this wetland appears to be a Category III wetland, with a habitat score of less than 20, and likely would require a regulated 60 foot buffer (AMC 17.70.340). As this wetland and its buffer occur entirely off-site, it was not impacted by the unauthorized clearing activities that occurred upon the site. 3.2 City of Anacortes Critical Area Maps City of Anacortes maps indicate no wetlands or riparian corridors on or adjacent to the site. The closest mapped wetland is a Category ill wetland, approximately 36,354 square feet in size indicated to the west of Shelby Court and D Court and to the east of Westwood Court and A Avenue. Utilizing aerial imagery, it appears that there are paved roads between this mapped wetland and the wetland that ATSI observed offsite to the northwest. Therefore, based on this aerial imagery, the wetlands appear to be separate and unconnected units. Several other Category III wetlands are mapped to the east of H Avenue. 3.3 NWI Map No wetlands were mapped on or within close proximity to the project area. The National Wetland Inventory (NWI) maps a palustrine forested wetland and a palustrine emergent wetland are mapped to the west of Avenue A, and palustrine forested wetlands are mapped within the ACFL to the southwest (Figure 4). Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 5 3.4 Vegetation As it appears that a majority of the vegetation within the project area was cleared prior to this study, the following descriptions of the vegetation on the parcel are based on the remainder of the vegetation that could be readily observed along the perimeter and from aerial photographs that show the site from before it was cleared. Therefore the remaining vegetation is, and the cleared portions appear to have been, comprised of mixed upland forest with small pockets of forested wetland vegetation (Figure 2). Mixed Upland Forest Vegetation The forest canopy is comprised of red alder (Alnus rubra; FAC), Scouler's willow (Salix scouleriana; FAC), big leaf maple (Acer macrophyllum; FACU), western red cedar (Thuja plicata; FAG), Douglas fir (Pseudotsuga menziesii; FACU), and grand fir (Abies grandis; FACU). The shrub layer is comprised of big leaf maple saplings, red elderberry (Sambucus racemosa; FACU), thimbleberry (Rubus parviflorus; FACU), snowberry (Symphoricarpos albus; FACU), saimonberry (Rubus spectabilis; FAC), and osoberry (Oemleria cerasiformis; FACU). The herbaceous layer included swordfern (Polystichurn munitum; FACU), trailing vine blackberry (Rubus ursinus; FACU), and Dewey's sedge (Carex deweyana;FACU). Forested Wetland Vegetation The forested wetland vegetation is comprised of red alder, Scouler's willow, salmonberry and Sweet briar rose (Rosa eglanteria, FACW). These small depressions were mostly devoid of plants in the herbaceous layer, however, one stinging nettle (Urtica dioica; FAC) plant was observed in one of the small depressions and trailing vine blackberry had overgrown into the depression of another during the dry season months. 3.5 Soils Mapped NRCS Soils No hydric soils were mapped within the project area. The NRCS maps two soil units within the project area: 29-Clallum gravelly loam, 0 to 8 percent slopes and 30-Clallum gravelly loam, 8 to 15 percent slopes (Figure 5)(Soil Survey Staff; Web Soil Survey). Neither soil unit is listed as a hydric soil (Soil Survey Staff; Soil Data Mart). Excerpts of the NRCS descriptions for these soil units are listed below(Klungland): 29-Clallam gravelly loam, 0 to 8 percent slopes. This moderately deep. moderately well drained soil is on hills. It formed in very compact glacial till. The vegetation in areas not cultivated is mainly conifers and shrubs. Elevation is 25 to 500 feet. The average annual precipitation is about 23 inches,the average annual air temperature is about 50 degrees F, and the average frost-free season is 170 to 220 days. Typically, the surface is covered with a mat of needles, leaves, and twigs 1 inch thick. The surface layer, where mixed to a depth of 6 inches, is dark brown gravelly loam. The upper 5 inches of the subsoil is dark brown gravelly loam, and the lower 5 inches is olive brown very gravelly loam. The substratum is grayish brown very gravelly loam about 11 inches thick. Dense glacial till that crushes to very gravelly fine sandy loam is at a depth of about 27 inches. Depth to dense Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 6 glacial till ranges from 20 to 40 inches. Included in this unit are small areas of Bow soils on remnant glaciated terraces, Coveland soils in swales on hills. and Swinomish and Catla soils on ridges and hills. Permeability of this Clallam soil is moderate above the dense glacial till and very slow through the till. Available water capacity is low to moderate. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight. A perched water table fluctuates between depths of 18 and 36 inches from January to April. 30-Clallam gravelly loam, 8 to 15 percent slopes. This moderately deep, moderately well drained soil is on hills. It formed in very compact glacial till. The vegetation in areas not cultivated is mainly conifers. Elevation is 25 to 500 feet. The average annual precipitation is about 23 inches, the average annual air temperature is about 50 degrees, and the average frost-free season is 170 to 220 days. Typically, the surface is covered with a mat of needles, leaves, and twigs 1 inch thick. The surface layer, where mixed to a depth of 6 inches, is dark brown gravelly loam. The upper 5 inches of the subsoil is dark brown gravelly loam, and the lower 5 inches is olive brown very gravelly loam. The substratum is grayish brown very gravelly loam about 11 inches thick. Dense glacial till that crushes to very gravelly fine sandy loam is at a depth of about 27 inches. Depth to glacial till ranges from 18 to 36 inches. Included in this unit are small areas of Bow soils on remnant glaciated terraces, Coveland soils in swales on hills, and Swinomish and Catla soils on ridges and hills. Permeability of this Clallam soil is moderate above the dense glacial till and very slow through the till. Available water capacity is low to moderate. Effective rooting depth is 20 to 40 inches. Runoff is medium, and the hazard of water erosion is moderate. A perched water table fluctuates between depths of 18 and 36 inches in January to April. Field Observations In the wetlands we observed hydric soil indicator F-3 with a depleted matrix and redoxymorphic features (concentrations) at 10 inches or shallower. In the uplands, we observed either very bright soils, mixed soils that included the bright soils, or darker soils where the depleted layer was more than 13 and 17 inches deep. 3.6 Hydrology The dominant source of hydrology in the project area is from precipitation. As our site review was conducted in the dry season, we did not observe surface inundation or saturation. However we did observe indicators of wetland hydrology that included water stained leaves, sparsely vegetated depressions, and geomorphic position (localized depression). Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 7 4.0 APPLICABLE REGULATIONS City of Anacortes Regulations Per City regulations, Category II, Ill, and IV wetlands under 1,000 square feet are not regulated if they are not associated with a riparian corridor, not part of a wetland mosaic, and do not contain habitat for priority species (AMC 17.70.520). Required standard wetland buffers, based on wetland category, are presented in AMC Table 17.70.340(2). Standard buffer widths for Category Ill wetlands with Moderate level of function for habitat (scores for habitat are 20-28 points) are 110 feet. Category Ill Wetlands not meeting these characteristics are 60 feet. Federal and State Regulations The Corps requires notification of all disturbances to all wetlands, streams, and other waters and it is incumbent upon the landowner to disclose such disturbances. Isolated wetlands are not under the jurisdiction of the Corps, but the Corps must confirm isolated wetland status. Ecology and the Environmental Protection Agency require a 401 water quality certification for disturbance of wetlands depending upon the type of project and for disturbance of wetlands 0.5-acre or greater. Ecology regulates all isolated wetlands (RCW 90.48) as well. Any disturbance of a wetland area 0.5 acre or greater, or within a 100-year floodplain requires an Individual Permit from the Corps which includes the requirement of compensatory mitigation and an alternatives analysis.The Corps also has the discretion not to allow disturbance to high quality wetlands. Both Ecology and the Corps require certification that no listed, endangered, threatened, or sensitive plant or animal species, or National Historic Places are present on the subject parcel. 5.0 DETERMINATION ATSI staff observed 3 small forested wetlands, estimated to be between 150 to 300 square feet in total size, within the undisturbed perimeter of the site. We did not field flag delineate, rate, or assess the functions of the on-site wetlands. Category II, Ill, and IV wetlands under 1,000 square feet are not regulated by the City of Anacortes if they are not associated with a riparian corridor, not part of a wetland mosaic, and do not contain habitat for priority species (AMC 17.70.520). As the wetlands observed meet these criteria, it is our best professional judgment that they are therefore not regulated by the City, Based primarily on the lack of hydric soil indicators within the cleared areas, it is our best professional judgment that there are no regulated wetlands within these areas that were inadvertently filled or impacted by the unauthorized activities. ATSI observed one additional wetland more than 75 feet offsite to the northwest of the project area. As this wetland is off-site, ATSI did not delineate or rate this wetland; however based on our observations and best professional judgment, this wetland appears to be a Category III wetland, with a habitat score of less than 20, and likely would require a regulated 60 foot buffer (AMC 17.70.340).. As this wetland and its buffer Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 8 occur entirely off-site, it was not impacted by the unauthorized clearing activities that occurred upon the site. 6.0 LIMITATIONS We have used the most current, established methods to make determinations as to the location, size, and types of biologic critical areas and habitat conservation areas within the project area. All of the above statements are based on our best professional judgment. Although we follow the federal, state, and local criteria, we cannot guarantee that the jurisdiction determination will correspond to ours. Please note that regulations pertaining to critical areas are subject to change over time. 7.0 WORKS CONSULTED Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. Hruby, T. 2006 August. Washington State Wetland Rating System for Western Washington —revised Annotated Version. WA Department of Ecology Publication#04-06-025. Klungland, M. W. and M. McArthur. 1989. Soil Survey of City of Anacortes, Washington. U.S.D.A. Soil Conservation Service,Washington State Department of Natural Resources, and Washington State University, Agriculture Research Center. Google Earth+NWI Data. 2011. Ones/Spot Image. Data SIO, NOAA, U.S. Navy, NGA, GEBCO. Image USDA Farm Service Agency. [Accessed 4 October 2014], Kalimorgen Corporation. 1998. Munsell soil color charts, Baltimore, MD. Pojar, Jim and MacKinnon, Andy. 1994. Plants of the Pacific Northwest Coast. B.C. Ministry of forests and Lone Pine Publishing. Edmonton, Alberta Canada. Reed, P.B., Jr. 1988. National List of Plant Species that Occur in Wetlands: 1988 Northwest. Biological Report 88 (26.9), U.S. Fish and Wildlife Service, St. Petersburg, Florida. Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture.Web Soil Survey. [Online WWW]Available URL: http://websoilsurvev.nres,usda.00v/[Accessed 4 October 2014]. Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Soil Data Mart. 'Online WWW]Available URL: http://soildatamart.nres.usda.gov/ [Accessed 4 October 2014]. U.S. Army Corps of Engineers. May 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region, Version 2.0. ERDC/EL TR-10-03. Vicksburg, MS: U.S. Army Engineer Research and Development Center. Escher-Meig Critical Areas.Assessment Report,4402 E Avenue ATSI—10 October 2014 9 U.S. Army Corps of Engineers &Cold Regions Research and Engineering Laboratory. 2014. Western Mountains, Valleys, and Coast Final Draft Ratings. Updated National Wetland Plant List, Version 3.2. U.S. Army Corps of Engineers Regulatory Branch, Seattle,Washington. [Online WWW] [Accessed 4 October 2014]. http://rsgisias.crrei.usace.army.mil/NWPU U.S. Fish and Wildlife Service. 3 March 1997. National List of Vascular Plant Species that Occur in Wetlands: 1996 National Summary. http://www.fws.aov/nwi/bha/list96.htrrml. Washington National Heritage Program. [Online WWW][Accessed 4 October 2014]. www.dnr.wa.qov/ResearchScience/Topics/NaturalHeritage/Pageslarnp nh.aspx Escher-Meig Critical Areas Assessment Report,4402 E Avenue ATSI—10 October 2014 10 It FIN Ali OFF IF It A At 7K] At Fit *� # IF : �y g; ^.F ,� ., ,ailt d11F y �f a ; - ", ,' 3r 1Ix _ € a �"F d f7 �{ '~.i : - i �" :rie ,?- 'c. 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' " " ¢3t J .J fWL- • y . f 0 Approximate Vicinity Map - Escher & Meigs Property Site Location "02 E Avenue - City of Anacortes AN S25 T35N R1 E P-3212.8 0 0 ,25 mile ATSI tl4uu4err .Sysima, Inc. NOTE: Basemap provided byNational 7 October 2014 Fill Geographic TOPOt to The propety houndades and locations shown 'an this Figure 1 of 5 drawing are approArnate, only and:amnot Intended to constitute a le al land serve . 4I IN go; Te IN of�4TYk' INN IR"Lj I, ^01 S s.R . i 4" el 11 - .. dpGG.i7 too , ' I I- I IN I IN NI .uNo, +*_No; _ _ Not J IN 41 7 �.^ sNo ti' titto �of I 1 , � N eN NJ I No 4 wof or I IN IN 1 INN! I * . m o4 i No It c $� IN �_ Y . . -no- ro tf� to `` 5 It ; � # a I of If % toIt IN IN r � } � .I ofn t ,µNof O, I or '1P �� �,- -INIt I IN I kIN of r % it IN I . . No k N� off- ,, ... 1 1 IN No It, JI of of 4 � E , : '�' No YYrto XN'N INN NI J ? % l � ! i -11 IN INN I % _ IN _ �r a } No L No r= e J rPr -INNI W I of JNN IN soo .. • f f NNOTE: This figure contatitismiLoIrmation obtained irarn Google Earth. ITnktgffyf i 1 s . _ . _. Offsite WL Estimated Cat III & 60 foot buffer oil hh Apfo p�1 0 W�i G So s '20 Sao lo� sip 974feet `� I -25 feet Remaining Canopy. W ,40 feei Remaining Canopy tDnWL Brush/Debris Plle 0 m (V \1 WL Depression ~40feet -200 sf. Remaining Canopy 7, T WL Depression O d Y -150sf. Mi 0 25' 50, ❑ Approximate Parcel Existing Conditions - 4405 E Avenue Boundary -1032 ac. City of Anacortes Data Plot S25 T35N R01 E - P32128 ATS1 UfF Aqua-Terr Systems, lne 0 Approximate WL Area NOTE: BASEMAP INFORMATION ESTIMATED 7 October 2014 BY ATSI BASED ON READILY RESERVABLE - ON-THE GROUND CONDITIONS. IT DOES NOT CONSTITUTE A LEGAL SURVEY . Figure 3 of ,! NA AAd AA e 0 �j AI A AI N I AA �� , "�� y, r _ 3Ufh sYl s '"�'`'" ' !. y SsVIA S� ` „. ft AAA atr - 1 If " ! F .` � q ! b " , 1r "1, �h • _ , APO n t "" i ! _- 7 4` A%A >ral - #:.&�i Itt Ad ANAL 11A a ,s, AA IN I MA I % K ,F I L I I c ..� 4 tom ,. >} a � wj� R _ a .a *� r_� 5 1 A l iA ..a }, A. t tM, ' 'tRpfe` h e 1` t t A AN AN ). _ 7 AN ! ? _ I A 1 1 , . Estuarineand PM t a - Ltr'+.. ! e e , A _ A A .n�. - _ ' t t . �' y _AN r did .rz: .; �$.f:f44F4:-;3. ".>... ,.,.'u. - 41 1 - . '[n�.ir_ory Pt rka� R /74I7/! 91 dRp79 M.tii" M1I 't 7 y-a7 S icsi . 51 o.o ..'AFC ff cvn Approximate NWI O Esther Wigs f Property ShownSite Location 4402 E Avenue = City of Anacortes rid al .. l NOTE* AYY Wellands Data ` ! October y - f 1 _ u a d' E t . .. _1. P �Y8 - .., . r r kc s : .. 41 f 43 - - -e+ ,. ,,. - d, .-� It -._. - - _ I It (� �t tI . . � f tt dla�_ � ._ � , - �` � F to Irl, rr c �wm. ,doa-a r4p T Intrr }tll I i . I xar . It t it HMIL PIT It ., lI r.r[j 1 I '° .I r 71 4 .It . _ - } . IIr I Ir y " It 114Wit^ ILI jPr I ' .r � yal 1 tfr i _ LOcation ' .'� �" a 3 F 'rItIl PI it I Ir NRCS Soil . • Escher & Meigs 0 E LAvenue m City of Anacortes -- NRCS Mapped 29=Clallum gravelly loam, Islopes (listed 30mClallum gravelly loam, slopes (listed nonsishydric) �♦ir$ . Aqua4e.rr Systems, Inc. NOTE: NRGS 7 October 2014 oils maps and are approximate only, NkCS ;Aedal holograph date: 9 July 201048r Project Site: 4405 E Avenue, Anacories , WA Sampling Date: 2 :October 2014 Applicant(Owner: Jean Escher, Darrell Meig Sampling Point: DPA Investigator: Janet Cray City/County: City of Anacortes Section, Township; Range: S25, T35N RQ1 El State: WA Landform (hillslope, terrace, etc) : terrace Slope (%)s 0.4% local rellet (concave, convex, none) : none Subregion (LRR): A at 48029'08" N Long: I 3752" W Datum : Soil Map Unit Name: 30-Gtallum gravelly loam, 8.15% slopes;(listed non-hydric) NAl I classification: none Are climatic/hydrologic conditionson the site typical for this time:of year? 1 101 Yes I ❑ I No (If no, explain in remarks;) Are "Normal Circumstances" present on site? rMl Yes U No Are Vegetation 0 , Soil ❑ , or Hydrology-0 vignificantlydisturbed?: No . _ Are Vegetation El , Soil, O , or Hydrology © naturally problematic? No (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling oint locations, transects, Important features, etc. Hydrophytic Vegetation Present? Yes ® No Is this Sampling Point within a Wetland? 0 Yes ® 'No Hydric Solis Present? ® Yes No Wetland Hydrology Present? Yes No Remarks: DP-1 upland plot located near the southeast corner of the site within the vegetated perimeter. Indicators of hydrophytic vegetallon, hydric soils and wetland hydrology are absent VEGETATION - Use scientific names of plants. 01 Tree Stratum (Plot size 304 t radius i Absolute % Dominant Indicator Dominance Test Worksheel Cover Species? Status' 1 . Alnus rubra 40 Yes FAC Number of Dominant Species 3 2. Salix scouleriana 30 Yes FAG that are OBI., FACW,. or FAG: (A) 3. Acer macrophyllum 15 No FACU Total Number of Dominant 8 4. Thuja pflcata 10 No FAG Species Across All.Strata: : (B) 5. Pseudotsuga menzlesi) 05 No FACU Percent of Dominant 'Species 37.5 100 = Total Cover that are OBL, FACW , or FAC: ( ) Sapling/Shrub Stratum (Plot size 5-fL radius 1 . .Ater macro h llum saplings- -30 Yes FACU Prevalence Index,:Worksheet 2. . Sambuous racemosa 30 . Yes -FACU Total % Cover of Multiaiv by 3. Rubus parvfflorus :20 Yes FACU OBL species X 1 . 4 Rubus spectabilis 20. Yes FAC FAGW species x 2 = 5. Oemleria cerasiformis trace Yes FACU FAG species 110 x 3 = 330 100 = Total Cover FACU species 150 x 4 = 600 UPL species x 5 = Herb Stratum (Plot size 5-ft. radiusl Column totals 260*4 A 930 B 1 . Rubus ursinus 40 Yes FACU 2. Carex deweyana 10 No FAG Prevalence Index = B/A = 3.58 3. Pa sdchum munitum 10 No FACU 4. moss" IF No" Hydro hytrc Vegetation Indicators 5. 1. Rapid Test- .Hydrophytic Vegetation OBL/FACW 8_ 2. Dominance .testIs > 50% 74 3. Prevalence test is s 3:o 8. 4. Morphological Adaptations' (provide supp. info.) 9. 5, Wetland Non-VascUlar Plants 10, 6. Problematic HydrophyticVegetation (explain) 11 . 50 of70.is25and.20iof7oisr4 70 = Total Cover ' Indicators:of-hydric sail .and,vtetiand hydrology must be resent, unless disturbed or problematic Woody Vine Stratum (Plot size 30-ft radius) 1 . 2. HydrophyticVegetation Yes No 0 = Total Cover Present? - % Bare Ground in Herb Stratum 30 Remarks: Using1he 2014 NWPL. Version 3:2-Total number of dominant species across. all strata is 8. Percent dominard species that &a FAG or wetter is 37 5%_ Community is.not:hydrophytic by any indicator. "Plants not identified to .species level are not included, plants With indicator NL :are assumed. to .be upland,.Ni indicators with no regional or national Indicators are not included. If a stratum has .c5%, cover it is combined Into another stratum (e=g.. shrubs <5 alone in stratum can be placed in the trees. p.22)) US,Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 SOIL Sampling Point: DP=2 Profile Description: (Describe to the depth needed to document the indicator orconfirm the absence of Indicators.) Depth . Matrix Redox Features inches 'Color (moist) "/ Color moist % Type' Loc Texture Remarks 0-+3 Duff 0-5 7.SYR 312 100 silt loam 5-16 7:5YR 413 100 fine sandy gravelly silt loam 16-20 2:5Y 413 65 10YR, 5l6 15 D M gravelly sandy loam 'Type: C.=Concentration, D=Depletion; RM=Reduced Matrix, CS=Covered or Coated Sand Grains - 2toc: PL=Pore Lining, M=Matrix - - H dric Soil Indicators, (Applicable to all LRRs, unless otherwise noted:) Indicators for-Problematic Hydric Soils' ❑ Histosol (Al ) ❑ Sandy Redox (S5) ❑ 2cm. Muck (Al 0) ❑ Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2). ❑ Black Histic (A3) ❑ -Loamy Mucky Mineral (F1) (except MLRA 1,) ❑ Very Shallow Dark :Surface-(TF12) Hydrogen Sulfide (A4) LoamyGleyed Matrix (F2) Other (explain ' in remarks) Depleted Below Dark Surface (Al 1 ) Depleted Matrix(F3) ❑ Thick Dark Surface (At 2) ❑ :Redox Dark Surface (176) s Indicators of hydrophytic vegetation and wetland hydrology must Sandy Mucky Mineral ,(S1) Depleted Dark Surface `(F7) be present, unless disturbed or problematic Sandy Gleyed Matrix (S4) Redox:Depressions.74) Restrictive Layer (if present): Tie ' Hydric soil present? Yes No Depth (inches) : Remarks: Indicators of hydric soils are not present_ HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required: check all thatapply): Secondary indicators'(2 or more required). -Surface water (Al) I Sparsely Vegetated Concave Surface '(88) Water-Stained Leaves:(B9):(MLRA 1, .2; 4A & 4B) High Water Table (A2) Water-Stained Leaves (except MLRA 11 2, 4A&. 48) (B9) ❑ Drainage Patterns. (1316) ❑ Saturation (Pa) Salt Crust (811) Dry-Season WaterTable (C2) Water Marks (81 ) 7TAquatic Invertebrates (1313) Saturation Visible on Aerial Imagery .(C9) Sediment Deposits (62) El Hydrogen Sulfide Odor (GI ) Geomorphic Position (D2) Drift Deposits (83) ❑ Oxidized Rhizospheres along Living Roots.(03) Shallow Aqultard (D3) Algal, Mat or Crust (84) Presence of Reduced Iron (C4) ❑ FAGNeutral Test (D5) Iron Deposits (135) Recent iron Reduction in Tilled Soils .(C6) ❑ Raised Ant Mounds (DS) (LRR,A) ❑ Surface Soil Cracks (136) Stunted or Stressed.Plants (D1) (LRR A) ❑ Frost Heave Hummocks Inundation Visible on Aerial Other (explain in remarks) Imagery (87) Field Observations SurfacWater Water Pre erit? Yes No Depth (in): Water Table Presenf? ❑ Yes No. Depth (in): Wetland Hydrology Present? Yes ❑ No Saturation Present? ❑ Yes No Depth (in): (includes capillaryfringe) Describe Recorded Data (stream:gauge, monitoring;wel1, aerial photos„ previous inspections), if available: NIA Remarks Indicators of wetland: hydrology are not prasenL US Army Corps of Engineers Western Mountains, Valleys; and Coast Interim Version WETLAND DETERMINATIOIM DATA FORM W Western Mountains, valleys, and Coast Region Project Site: 4405 E 'Avenue, Anacortes, WA Sampling Date: 2 October2014 Applicant/Owner: Jeaa 'Escher , Darrell Meig Sampling Point: DP-2 Investigator: Janet Cray City/County: City of Anacortes Section, Township, Range: S25; T35N , R01 E, State: WA Landform (hlllsiope, terrace, _eto):. terrace Slope (%): 0-49/9 Local relief (concave,convex; none): convex depression Subregion (LRR): A Lat: 4W279'08" N Long: 122037`32" W Datum: Soil Map Unit Name: 30-Ciallum gravelly loam, 815% slopes (listed non-hydric) NWl classification: none Are climatic/hydrologicconditions on the site typical for this lime of year? Yes I El I No (If no, explain in remarks.) Are "Normal t;lrcunistances" present on the site? ® Yes No Are Vegetation❑, Soil, ❑, or Hydrology ❑ significantly disturbed?: No j Are Vegetation ❑ , -Soil, ❑ , or'H,ytlrology❑ naturally problematic?: No (If needed, explain any answersin:Remarks.) SUMMARY OF FINDINGS — Attach site map showing sam lien oint locations, transacts, important features, etc: Hydrophytic Vegetation Present? FSn Yes No Is this Sampling Point within a Weiland? ® Yes ® No Hydric Soils Present? Yes No Wetland Hydrology Present? Yes No Remarks: DP-2:wetland. plot located approximately50 feet west of DP1 neat the southeast-cornerof the site within the vegetated perimeter. Indicators of hydrophytic vegetation, hydric soils and-wetland hydrology are present. VEGETATION — Use scientific names of plants. [+11Nts1_ t1ACf= trs7on 3 2 3uI 2T34 Tree Stratum {Plot size 30-ft radius) Absolute' % Dominant Indicator Dominance Test Worksheet Cover Species? Status it Alnus :rubra 60 Yes FAC Number of.Dominant Species 3 that are OBL, FACW , orFAC: 2 Sa1lX SCOUlerlana 20 'Yes FAG {A} 3. Total Number of Dominant 4 4, Species Across All Strata: (B) 50% bf 80 is 40. 20% of 80 is 16 so =Total Cover Percent of Dominant Species 75 that are OBL, FACW, or .FAC: (AtB) Sapling/Shrub- Stratum (Plotslze5-ft radius) t. Rubus .5 ecfabilis 40 Yes FAC Prevalence Index Worksheet z Total % Cover of Mulfioiv bv` 3. OBL species x 1 = 4 FACW species x2 = 5. FAC species x3 40 = Total Cover FACU species x 4 = UPL:species x 5 = Herb Stratum (Plotsize 5.1f: radius Column totals { ql g 1 . Rubus ursnus 50 Yes FACU 2: — Prevalence Index = BfA = 3: 4. H dro h tic Vegetation Indicators 5. 1 . Rapid Test- Hydrophytic Vegetation OBUFACW E X 2• Dominance test is > 50% T 3. Prevalence test is s 3.0 8, 4. Morphological Adaptations' (provide supp. info.) 9. 5. WetlandNorrVascular Plants 10. 8, Problematic Hydrophytic Vegetation (explain) 11 . � s0 = Total Cover Indicators :of hydric soil and wetland hydrology must be resent, unless disturbed or problematic Woody Vlne Stratum .Plot size 304tradius 1 . 2, Hydrophytic Vegetation yes ® No ❑ 0 = Total Cover Present? % Bare Ground in.Herb Stratum 50 Remarks: Using the 2014 NWPL Version 12 Total number of dominant species across all strata is 4. Percent dominant species that are FAC or wetteris 75%, Community is hydrophytic :by Indicator 2. "Plants not identified to species level are notincluded, plants with indicator NL are assumed to be upland, Nf indicators with no regional. or indicators are not, included: if astratum has <5%,:cover it is combined into another.stratum (e.g. shrubs <5 alone in stratum- can be placed in thetrees. P•22)) US Army Corps of Engineers Western Mountains, Valleys, and Caast-Verslon 2.0 SOIL Sampling Point: DP-2 Profile-Description. -(Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features inches ' Color((moist) % Color (moist) % Type' Loc Texture Remarks GA 10YR3/2 99 1OYR5/6 01 C M sift loam 10-20 2.5YR 4/2 35 1QYR 5/6 and 4/6 16 C M gravelly sandy loam 'Type: C=Concentration,. D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 1Loc: PL=Pore Uning, M=Matrix Hydric Soil Indicators: (Applibable.to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils' Histosol (Al ) Sandy Redox (S5) FM 2cm Muck (AID) ElHistic Epipedon (A2) Stripped Matrix,(S6) I Ll I Red Parent Material , (TF2) Black. Histic (A3) Loamy. Mucky Mineral. (Fi ) (except MLRA1 ), Very Shallow Dark Surface .(TF12) Hydrogen . Sulfide.(A4) U Loamy Gieyed_ Matdx.(F2) Other (explain in remarks) l Depleted Below Dark Surface (All.) Depleted Matrix (F3) Thick Dark Surface (At2) ❑ Redox DarkSurface.(FB) . s'Indicators of hydrophyfic vegetation. and .wetland hydrology must Sandy Mucky Mineral (S1.) Depleted Dark Surface (F7) be: present .unless disturbed or .problematic Sandy Gleyed Matrix (S4) Redox Depresslons: (FS) Restrictive Layer ,(If present): Type: Hydric soil present? Yes ® No Depth (inches) : Remarks: indicator F-3 of: hydric soils is present HYDROLOGY Wetland, Hydrology Indicators: Primary Indicators .(minimum of one, regulred: check all that apply): Secondary Indicators (2 or more required): ❑ Surface water(Al ) ® Sparsely Vegetated Concave Surface (138) ❑ Water-Stained Leaves :(89) (MLRA 1 , 2, 4A & 4B) High Water Table (AR) Water Stained Leaves (except MLRA1 , 2, 4A &. 4B) (89) Drainage Patterns (610) Saturation (A3) Salt Crust (1311 ) Dry-Season Water Table (C2) Water Marks (Bi) Aquatic Invertebrates (B13) Saturation Visible on Aerial Imagery .(09) Sediment Deposits (B2) 0 Hydrogen Sulfide Odor(Cl ) Geomorphic Position (1312) Delft Deposits (133) ❑ Oxidized Rhizospheres along Living Roots .(C3) Shallow Aquitard (D3) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) ❑ FAO-Neutral Test (115) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (CS) Raised Ant Mounds (D6) (LRR A) Surface Soil Cracks (136) Stunted or Stressed Plants (D1 ) (LRR A) © Fros6Heave Hummocks inundation Visible. on Aerial Other (explain in remarks) Imagery (137) Field. Observations Surface Water Present? FU Yes No Depth (in): Water Table. Present? Yes. No Depth (in) : Weiland Hydrology Present? Yes ® No ❑ Saturation Present? Yes No Depth (in): (includes capillaryiringe) Describe Recorded .Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: NIA Remarks: Indicators of wetland hydrology are present. US Army Corps.of Engineers Western Mountains, 'Valleys, and Coast — interim Version . ............__.. _...... ........ ....... WETLAND DETERMINATION ERMiNATION DATA FORM - western mtountams„ Vatieys, and CoastReaion Project Site: 4405 E Avenue, Anacortes, VIA Sampling Date: 2 October 2014 Applicant/Owner: Jean Escher, Darrell Meip Sampling Point: DP-3 investigator: Janet Cray City/County: City of Anacortes Section,`Township, Range: S25y T35N . R01E, State: WA Landform (hillstope, terrace, etc) : terrace Slope ( a. 04% Local relief (concave, convex, .none) : convex Subregion (LRR): A FLat: 48"29'OB" N Long: i2r37'32' W Datum: Soil Map Unit Name: 30-Clallum gravelly loam, .8.15% slopes .(listednon-hydric) NWiclassification: none Are elimatic/hydrologicconditions on the site typical ioirthis time atyear? 1 12 1 Yes 1 11 1 No (lf no, explain in remarks.) Are "Normal Circumstances" present an the'site? rW Yes No Are Vegetation ❑ , Soil , ❑, or Hydrology El significardlyzilsturbed?t .No Are Vegetation [I , Soil, ❑, or Hydrology ❑ naturally problematic?: No (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, Important features , etc. Hydrophytic Vegetation Present? ® Yes � No Is this Sampling Point Within a Wetland? ® Yes ® No Hycift Soils Present? Yes No Wetland Hydrology Present? Yes No Remarks: DP-3 wetland plot located plot located approximately 50 feet northwest of DP-2 near the southwest corner of the site.within the vegetated perimeter. Indicators of hydrophytic vegetation, hydric .soils and wetland hydrology are present. VEGETATION Use scientific names of plants, 1+11Nf � l15AC !erI:en3 , Jfil 20 ( Tree'Stratum (Plot size 30-ft radius l Absolute % Dominant Indicator Dominance Test .Workshest Cover Species? Status 1 . Salix scoulerianer 40 Yes FAC Number of Dominant Species 3 2. ThuJa plleata 20 Yes PAC that are OBL, FACW, or .FAC; (A) 3. Total Number of Dominant 3 4. Species Across All Strata: (B) 50°% of 70 is 35. 20°% is 14. 70 = Total Cover Percent of Dominant Species 100 that are OBL, FACW, or FAG: (A1B) Sapiing/Shrub Stratum (Plot size 5-ft. radius) i . Rubds spectabilis 40 Yes PAC Prevalence Index Worksheet 2. Total °% Cover of MultiplybV 3. OBL species x 1 = 4 FACW species x 2 = 5. FAG species x 3 = 40 = Total Cover FACU species. x 4 = UPL species x5 . Herb Stratum (Plot size 51t. radius) +Column totals A B 1 . - 2. Prevalence index = BIA 3. 4 . H dro h tic Vegetation Indicators 5. 1 . Rapid Test- Hydrophytic Vegetation OBLIFACW 6. X 2. Dominance test is >30% T 3. Prevalence test is _<3.0 8. 4. Morphological Adaptations' (provide supp_ Into) 9. 5. Wetland:Non-Vascular Plants 10. B. .ProbiematloHydrophytic Vag etation . (explain) 19 . = Total Cover Indicator$ of hydric soil and wetland hydrology must be resent,unless disturbed or. problematic Woody Vine Stratum Plot size .3OA radius) 1 . 2. Hydrophytic Vegetation Yes ® No ❑ o = Total Cover Present? % Bare Ground in Herb Stratum 100 Remarks: Usina. the 2014 NWPL Version 3.2-Total number of dominant species.across all strata is 3. Percent dominant species that are FAC or wetter is t00%: j Community;ls not,hydrophytic by any indicator. "Plants notidentifiedao species level are not included, . plants with indicator NIL are assumed to be upland, NI indicators with no regional or national indicators are notincluded. If astrafbm has <5%,;covaritis combined into another stratum (e.g. shrubs <5 atone in a stratum can be. placed in the trees, . p:22)) US Army Carps of Engineers Western Mountains, Valleys .and Coast-Version 2.0 SOIL Sampling Point: DP-3 Profile Description : (Describe to the depth needed to document the'indicator or confirm the absence of indicators,) Depth Matrix Redox Features Cinches) Color((moist) % Color (moist) % TypelLoc Texture Remarks 0,7 10YR 312 99 10YR 5/6 1 C M silt loam 7-20 25Y 5/2 s0 10YR 5/6 and 4/4 40 C M gravelly sandy loam 'Type: C=Concentration, D=Depietton, .RM=ReduaedMatrix, CS=Covered or Coated Sand Grains 2Loc: PL,Pore L)ning , M=Matrix H drrc Sall Indicators: (Applicable to all LRRs, unless otherwise .nated_) Indicators for Problematic Hydric BMW ❑ Histosal (Al ) Sandy Redox (S5) F�117 2cm Muck;{A1.0.) Histic 'Epipedon (A2) L3 Stripped Matrix: S6) Red Parent Material (TF2) Black Histio (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12). Hydrogen Sulfide (A4) Loamy"Gleyed Matrix (172) Other (explain in remarks) Depleted :Below Dark Surface (A11 ) Depleted Matrix (F3) ❑ Thick Dark Surface .(Al2) ❑ Redox Dark Surface'(F6) s Indicators of. hydrophytic vegetation and wettand hydrology must Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) be present, unless disturbed or problematic Sandy Gleyed Matrix (S4) Redox Depressions (FS) Restrictive Layer fit present) : Type: Yes ® No Hydricsoli. present .? Depth (inches) : Remarks: Indicator F-3 of hydric soils is present. HYDROLOGY Wetland Hydrology.lnd'rcators: Primary indicators(minimum of one reguFred. check all that apply): Secondary Indlcators {2 or more required): ❑ Surface water (Al) Sparsely Vegetated Concave Surface (B8) W aterStalned Leaves (B9.) (MLRA 11 21 4A & 4B) High Water Table l(A2) Water-Stained Leaves (except MLRA 1, 2, 4A & 4B) (B9) Drainage Patterns (1310) Saturation (A3) Salt Crust (B11) Dry-Season Water Table (C2) Water Marks (Bf) Aquatic Invertebrates'(813) Saturation Visible on Aerial imagery (C9) Sediment Deposits (BP) U Hydrogen Sulfide Odor (CI ) Geomorphic Position (D2) Drift Deposits .(B3) U Oxidized Rhizospheres along Living Roots (C3) Shallow Aguitard (D3) .Algal Mat or Crust.(B4) Presence of Reduced iron (04) ❑ FAC-Neutral Test p). Iron Deposits (135) Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds (D6)_(LRR A) Surface Soil Cracks (56) ❑ Stunted or Stressed Plants (Di) (LRR A) ❑ Frost-Heave Hummocks Inundation Visible on Aerial ❑ Other (explain in- remarks) Imagery (B7) Field Observations Surface Water Present? Yes No Depth (in): Water Table Present? Yes No Depth (In): Wetland Hydrology Present? Yes No ❑ Saturation Present? Yes No Depth (in) : (includes capillary fringe) Describe Recorded Data .(stream gauge, monitoring well, aerial photos, preAous .fnspections)„ if available: NIA Remarks: Indicators of wetland hydrology are present. US Army Corps, of Engineers Western Mountaihs, Valleys,. and Coast — interim Version WETLAND DETERMINATION DATA FORM - western Mountains; Valleys, and Coast Region Project Site: 4405 E Avenue, Anacortes, WA Sampling Date: 2 October2014 Applicant/Owner Jean Escher, Darrell Mel Sampling Point: DP-4 Investigator: Janet Cray City/County; City of Anacortes Section; Township, Range: S25, T35N , R01E State: WA Landform (hilislope, terrace, etc)::. terrace Slope:{%) : 0.4% Local relief (concave, convex, none): Convex Subregion (LRR) : A Lat: 48029'08" N Long: 12237'32" W Datum: Soil Map Unit Name: 30"Clalium gravelly loam, Bmi 5% slopes (listed non<hydric) NW l classification: none Are climatic/hydrologic conditions on the site typical for this time of year? 1 23 1 Yes No (If no, explain in remarks.) Are "Normal Circumstances" on the site? 10 1 Yes No Are Vegetation ❑ , Soil, ❑ , or Hydrology ❑ significantly disturbed?: No Are Vegetation: [] , Soil, ❑ , or Hydrology ❑ naturally problematic?: No (If needed; explain any answers in, Remarks;) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No Is this Sampling Point within a Wetland? Yes ® No Hydrfc Solis Present? � Yes No Welland Hydrology Present? Yes No Remarks: DP4 upland plot located appropmately 50 feet of DPm% in wester portion, of -the site wifhin the vegetated perimeter of the site. Indicators of hydrophyfic vegetation, hydric soils and wetland hydrology are absent. VEGETATICIN — Use scientific names of plants. IiW . UShiy1 Vf rsion 3 2 ; ut 2D1 Tree Stratum (Plot size 30-11[ radius l Absolute % Dominant Indicator Dominance Test Worksheell Cover Species? Status 1 . Alms rubra so Yes FAG Number of Dominant Species 2 .2. Acermacro h Ilum 30 Yes FACU that are:OBL, .FACW,, or FAC; (A) a. Abies gWdis 20 Yes FACU Total Number of Dominant 10 4: Pseudotsuga menziesif 20 Yes FACU Species All Strata: (B) too - Total Cover Percent of Dominant.Species 20 that are. OBL, FACW , or FAC: (AiB) Sapling/Shrub Stratum (Plot size Sft radius 1 . Oemleria cerasiformis 20 Yes FACU Prevalence Index Worksheet. i. Sambucus racemosa 10 Yes FACU Total % Cover of Multiply by 3. Rubus -s ecfabills 10 Yes FAC 0SLspecies xi - ,4 FACW. species x 2 = 5. FAC species 40 X3 = 70 40 - Total Cover FACU species 150 x 4 = 600 UPL species X 5 = Herb Stratum (Plot size 51. radius) Column totals 190 A) 670 B 1 . Pol stichum munifum 25 Yes FACU 2. OeMleria cerasiformis 15 Yes FACU Prevalence Index = WA. = 3 . 5 3. Rubus ursinus 10 Yes FACU 44 Hvdro hytic Vegetation Indicators 5. 1 . Rapid Test- Hydrophytic Vegetation DBUFACIN 60 2. Dominance test is s 50% i 7. 3. Prevalence test is 53.0 g. 4. Morphological Adaptations'' (provide`supp. info,) g, 5. Wetland Non-VascuiarPlants 10. 6: Problematic Hydropbytic vegetation (explain) 11 . 50% of 5o is.25. 20% of So is 10 50 =:Total.Cover ' Indicators of hydric soll and wetland hydrology must be resent, unless disturbed or problematic Woody Wine Stratum Plotsize 30-ft radius 1 . 2. HydrophyticVegetation 0 Total Cover Present? Yes ❑ No % Bare Ground in Herb Stratum 50 Remarks: Using the 2014 NWPL Version 3.2-Total number of dominant species across all strata is 10. Percent dominant species thatare:FAC:or welter is 20%. 0000000000 Community is not hydrophytic by any indicator. "Plants not identified to species level are not included, plants with indicator NL are assumed to be upland, NI'indicators with no regional or national indicators are not included. It a stratum has <5%, cover it is combined into another stratum (e.g. shrubs <5 alone in a stratum. care be placed in the trees. p.22)) US Army Corps of Engineers Western Mountains, Valleys, and Coast ,Version 2.0 SOIL Sam li ng Point: DP4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators:) Depth Matrix Redox Features inches Color .(moist) /' Color moist / Typal Loc I Texture Remarks 0=+5 i duff 016 75YR all 100 loam 16-20 25Y 512 93 10YR 414 7 C M loamy sand different soil texture 'Type: C=Concentration, :p=Depletion, RM=Reduced Matrix, CS=Covered or_Coated Sand Grains ELoc: P4 Pore Lining, M_Matdx Hyd rip Soil Indicators: (Applicable to all LRRs;unless otherwise noted.) Indicators for Problematic Hydric .Soils' Histosol (Al ) sandy' Radox (S5) ` 2cm Muck (Al 0) Histic Epipedon ,(A2) Stripped Matrix(S6) ❑ Red Parent Material (TF2) Black Histic ,(A3). Loamy Mucky Mineral (Fi) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen :Sulfide (A4) El Loamy Matrix (F2) Other (explain in remarks,) Depleted Below Dark Surface (All) Depleted Matrix (F3) Thick Dark Surface (Al2) Redox Dark Surface (176) 3 indicators of hydrophytic vegetation and wetland hydrology must ❑ Sandy Mucky Mineral :(St ) Depleted Dark Surface (F7) be present, unless disturbed, or problematic ❑ Sandy Gieyed Matrix (S4) Redox Depressions (F8) Restrictive Layer {lf present) : Type: Hydric sail present? Yes fJo Depth (inches) : Remarks: Indicators of hydric soils are not present. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required: check all that apply): Secondary indicators f2 or more required): Surface water (A1) Sparsely Vegetated Concave.Surface (138) Water-Stained Leaves (B9) .(MLRA1, 214A & 4B) High Water Table ,(A2) ❑ Water-Stalned Leaves :(except MLRA1 , 21 4A It 4B) (139) ❑ Drainage Patterns (B 0) Saturation (A3) Salt Crust(B11) DrySeason Water Table (02). Water Marks (Bi ) Aquatic Invertebrates (613) Saturation Visible on Aerial Imagery (C9) :Sediment. Deposits U Hydrogen Sulfide: Odor (01 ) Geomorphic :Posillon (D2) Drift Deposits :(B3) Oxidized Rhizospheres along Living Roots (C3.) Shallow Aqultard (D3.) Algal Mat.or :Crust (B4) Presence of Reduced Iron (C4) FAC-Neutral Test: (D5) . Iron Deposits (as) Recent iron Reduction in Tilled Soils ❑ Raised Ant Mounds (D6) (LRR A) El Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Frost-Heave Hummocks Inundation Visible on Aerial Other (explain in remarks) Imagery (B7) Field Observations Surface Water Present? Yes No Depth (in): Water Table Present? Yes No Depth (in) : Yes ❑ No Wetland Hydrology Present? Saturation Present? Yes No Depth (in)' (includes capillary fringe) Describe Recorded Data .(stream gauge, monitoring well, aerial photos,. pravious inspections) , if avallable: WA Remarks: Indicators of wettand hydrology are not present US Army Corps of Engineers Western Mountains, Valleys, .and Coast— Interim Version WETLAND DETERMINATiOW DATA FORM - weastern Motrrttains, Vafieys,.and Coast Region Project Site: 4405 E 'Avenue, Anacortes, WA -Sampling Date: 2October2014 Appiicant/O.wner. Jean Escher, Darrell Meig Sampling Point: DP-5 Investigator: Janet Cray City/County: City of Anacortes Section, Township, Range: S25, T35N , ..R01E State: WA Landform (hillslope,'terrace, etc): terrace Slope (%) : 0-4'k Local relief (concave, convex, none); convex .Subregion (LRR) : A Lar 48°29'08" N Long: 122°3732" W Datum: Soil Map &Unit Name: 30•ClaOum gravelly.loam, 815°1 slopes (listed non-hyd(c) NWi classification: none Are climatic/hydrologic :conditions. on the site typical for this time of year? I VQ I Yes No (If no, explain in remarks.) Are "Normal Circumstances" present on the site? ® Yes Nq - Are Vegetation ❑ , Soil, ❑, or Hydrology ❑ significantly disturbed?: No Eli Vegetation , Soil, ©, or Hydrology naturally problematic?: No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling poird .locations, transects, important features , etc. Hydrophytic Vegetation Present? Yes No Is this Sampling Point within a Wetland? ® Yes ® No Hydric Soils Present? Yes No Wetland Hydrology Present? ® Yes No Remarks: 13Mwetland plot located approximately50 feet northwestof DP4 in the western portion of the site within the vegetated perimeter. Indicators of hydrophytic vegetatlonrhydricsoils and wetland hydrology are present. VEGETATION— Use scientific names df lards �IYiEA� USA�E�er�ign ;Judy 2D9±i Tres Stratum {Plot size 30-1t radius) Absolute % Dominant Indicator Dominance Test Worksheet Cover Species? Status 1 . Salixscouledana 30 Yes FAG Number of Dominant Species 3 2. Thu%a pficata 15 Yes FAC that are OBL, FACW, or FAG (A) 3. Total Number of Dominant 3 4. Species Across All Strata (B) 45 = Total Cover Percent of Dominant Species 100 that are OBL, FACW; or.FAC: (A/B) Sapling/Shrub Stratum (Plot.size 54t radiusl 1 . Rosa egianteria 40 Yes FACW Prevalence Index Worksheet 2. Total % Cover of Multiply by 3. OBL species x 1 4 FACW species x2 = s. FAC:species x 3 = 40 =Total Cover FACU species . x 4 = UPL species x 5 Herb Stratum (Plot sizes-ft. radius Column totals A B 1 . Urtica dioica (trace only) 2. Prevalence Index =. B/A = 3. A_ H tiro hvile Ve etation Indicators 5, 1 . Rapid Test- Hydrophytic Vegetation OBLIFACW 6. X 2. Dominance test is y 50% 7. 3. Prevalence testis 5 3.0 8, 4. Morphological Adaptations' (provide-supp. info.) g, 5. Wetland Non-Vascular Plants 10, S. Problematic Hydrophytic Vegetation (explain) 11 . = Total Cotter ' Indicators of hydric soil and wetland hydrology must be resent, unless disturbed orproblematic Woody, Vine Stratum Plot size 3041 radius 1 - 2. Hydrophytic Vegetation Yes ® No ❑ 0 = Total Cover Present? % Bare Ground in Herb Stratum 100 Remarks: Using the 2014 NWPL"Version 3.2-Total number of dominant species across all strata.ls 3. Percent dominant;species thatare FAGor wetter is 1 OM Community is hydrophytic by indicator 2. "Plants not Identified to species: level are not inciuded,,plants with IndicatorNL are assumed to be.upland, NI indicators with no regional or national indicators are not included. If a stratum has <5%, cover it is combined into .another stratum (e.g. shrubs <5:alone In a stratum can be placed in the trees. p.22)) US Army Corps of Engineers Western Mountains, .Valleys, and Coast —Version 20 SOIL Sampling Point: DP 5 Profile.t3escription: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Redox Features inches Color (moist) % Color Imaiso % TypelLoc Texture Remarks 0-5 10YR 3/2 98 10YR 516 1 C M siltloam 5-20 2.5Y 5f2 60 10YR 516 and 414 40 C M gravelly sandy loam 'Type: C=Concentration, D=Depletton, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 2Loc:.PL=Pore Lining, M=Matrix H dtic Soil Indicators: (Appileable to all LRRs, :unless otherwise noted.) Indicators for Problematic Hydric Soils' Histosol (Ail Sandy Redox`(S5) 2cm .Muck (Al0) Histic Epipedon (A2) Stripped .Matrix (86) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (Fi) (except MLRA 1 ) V.ery_Shallow Dark Surface`(TF12) Hydrogen Sulfide (A4) Loamy:Gleyed Matrix .(E2) Other (explain in remarks) Depleted Below Dark Surface (All ) Depleted Matrix (F3) Thick.Dark Surface (Al2) Redox Dark Surface,(F6) 9 Indicators of hydrophytic vegetation and wetland hydrology must Sandy Mucky Mineral (S1) Depleted Dark .Surface (177) be present, ,unless disturbed or problematic Sandy. Gleyed .Matrix (S4) Redox Depressions (Fa) Restrictive Layer (if present): Type: Hydric soil present? Yes No Depth (inches) : Remarks; Indicator F-3 of hydric soils is present. HYDROLOGY Weiland Hydrology Indicators: Primary Indicators jminimum of one required: check 0 that apply): Secondary indicators (2 or more required); ❑ Surface water (All ® Sparsely Vegetated Concave Surface (B8) ❑ Water-Stained Leaves (B9) (MLRA1 , 2, 4A & 4B) ❑ High Water Table (A2) Water-Stained Leaves (except MLRA 1, 21 4A & 4B) (B9) Drainage Patterns (B70) Saturation (A3) Salt Crust (B11) Dry-Season .WaterTable (C2) Water. Marks (81 ) Aquatic Invertebrates ;(Bl3)' Saturation Visible.on Aerial Imagery (C9) Sediment Deposits ;(B2) Hydrogen Sulfide Odor (Cl ) ® Geomorphic Position (D2) ❑ Drift Deposits (83) ❑ Oxidized Rhizospheres along_Living Roots (C3) Shallow Aquitard (03) Algal Mat or Crust:(B4) Presence of Reduced Iron (04) FAC-Neutral Test (D5) Iron Deposits -(B5) Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds (D6) (LRR A) ❑ Surface Soil Cracks (B6) Stunted. Stressed Plants (Dl) (LRR`A) Frost-Heave Hummocks Inundation Visible on Aerial Other (explain in remarks) Imagery (e7) Field Observations Surface.Water Present? Yes ® No Depth (in): Water Table Present? Yes No Depth (in): Yes ® No ❑ Wetland Hydrology Present9. Saturation-Present? Yes No Depth (in): (includes capillary fringe) Describe Recorded :Data (stream gauge, monitoring well, aerial photos, previous inspections), it available: NIA Remarks: indicators of wetland hydrology are present, . US Army Corps +of Engineers Western Mountains, Valleys, and Coast — Interim Version WETLAND DETERMINATION DATA FORM - Western mountains, Valleys, and Coast Region Project Site; 4405 E Avenue, Anacortes, WA Sampling Date: 2 October 2014 Applicant/Owner Jean Escher, Darrell Meig Sampling Point: DP=6 investigator.: Janet Cray City/County: City of Anacortes Section, Township, . Range= 825, T35N , R01 E, State: WA Landform (hilislope, terrace, etc): terrace Slope:(%) : 4-1 Local relief (concave, convex, none): sioped/fow topog, Subregion (LRR): A Lat: 48129'08" N Long : 122037'32" W Datum: Soil Map Unlit-Name. 30-Clalium gravellyloam , 5-15% slopes (listed non-hydric) NWi classification: done Are climatic/hydrologic conditions on the site typical for this time of year? I NO I Yes 0 1 No (If no,. explain 'in remarks.) Are "Normal Circumstances" present-on the site? I EK I Yes FM No Are Vegetation ® , Soil, ❑ , or Hydrology ❑ significantly disturbed?: 'Yes Are Vegetation ❑ , Soil, ❑ , or Hydrology ❑ naturally problematic?: No (If needed, explain any answers. In Remarks.) SUMMARY OF FINDINGS — Attach site map showing sam ling oint locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No" Is this Sampling Point within Wetland? Yes ® No HydricSoils Present? Yes No Weiland Hydrology Present? Yes No Remarks: DP,-6 soil plot located approximately 40 feet from north edge, mid property, in a sloped low topographic area,. within the unauthorized, cleared portion' of the site. Our best professional judgment, based primarily on the soil pit data, Is that this data plot is not located in a regulated wetland. VEGETATION Use scientific names of plants. Til%fywi USA Vers dir 3 2 Juiq 20 F4' Tree Stratum (Plotsiie:30 ftradius) Absolute % Dominant Indicator Dominance Test Worksheet Cover Species? Status 7 . Number of Dominant Species 0 2 that are OBL, FACW, or FAG (A) 3 . Total Number of Dominant 0.. 4. Species Across All Strata: (B) o• = Total:Cover Percent of Dominant.Speotes 0' that are OBL, FACW,. or FAC Sapling/Shrub,Stratum _(Plot size s-#t. adius t . Prevalence Index Worksheet 2. Total % Cover of Multioly by. 3. OBL species x1 = 4 FACW species 2 5. FAC.species x`3 o = Total Cover FACU species x 4 = UPL species X 5 = Herb Stratum (Plot sizes-ft. radius) Column totals ,A. (B 1 . Sym hot`tca os albus shrublets 10 FAGU 2. — Prevalence Index = B/A = 3 4. Hydro h 'c Vegetation Indicators 5, 1 . Rapid Testw Hydrophylic Vegetation OBL/FACW g, 2. Dominance test is > 50% 7. 3. Prevalence test is :5 3.0 g; 4. Morphological. Adaptations' (provide supp. info.) g, 5. Wetland Non-Vascular Plants 10. a. Problematic Hydrophytic Vegetation (explaiti) 11 . 20' = TotafCover soil and wetland :hydrology must be resent, unless disturbed or problematic Woody VineStratunt (Plot size 30-ft radius) 1 . 2. *Hydrophytic Vegetation o - Total Cover Present? Yes ❑ No ❑ % Bars.Ground in Herb Stratum 90` "Marks: Usinc the 2014 NWPL Version-3:2: *Due to unauthorized clearing, the vegetative data in non-appilcable. "Plants not identrfied to species level are not included, plants With Indicator NL are assumed to be upland, Ntlndicators with no regional or national indicators are not included. If a stratum has <5%, cover It is combined into another stratum (e.g_shrubs <5 alone in a.stratum can be placed in the trees. p.22)) US Army Corps of Engineers Wester Mountains, Valleys, and Coast -Version 2.0 SOIL Sampling Point: DP-6 Profile Description: (Describe tathe depth needed to document the indicator or-confirm the:absence of indicators.) Depth Matrix Redox Features inches Color moist % Color moist % TypelLoc2 Texture Remarks 0=13 Mix af: cobbly loam old burn and large chunks 7.5YR 211 & 50 cobbly loam of charcoal 745YR 4i4 50 13-20 Mix of: 7.6YR 4t4 & 86 cobbly, loam 2.5Y6i2 20 loamysand 'Type: C=Concentration, D=Deplefion, RM=Reduced Matrix, CS--:Covered or Coated Sand Grains 2Loc: PL=PorelJning, M=Mairix Hydric Soil Indicators. (Applicable to all LRRs, unless otherwise noted.) indicators for Problematic Hydric Soils' Histosoi (Al) ❑ Sandy Redox (S5) 2cm Muck. (Al 0) Histic Epipedon (A2) Stripped Matrix (S6) Red.Parent Material ( F2) BlackHistic .(A3) Loamy Mucky Mlneral : (F1 ) (except'MLRA1) Very`Shallow Dark Surface (TF1 2) ❑ Hydrogen Sulfide ,(A4) Loamy Gleyed Matrix (F2) Other (explain inremarks) ❑ Depleted Below Dark Surface (Al1) Depleted MatHx .(F3) Thick Dark Surface (Al2) Redox Dark Surface (F6) 3 indicators of hydrophytic vegetation and wetland hydrology must Sandy Mucky Mineral (St) ❑ Depleted Dark Surface .(F7) bepresent; unless disturbed or problem afic; R Sandy Gleyed Matrix (S4) Redox Depressions (Fa) Type: ctive: Layer (if present): �� Tom' Hydric soil present? Yes © No Depth (inches}; Remarks: Indicators oPhydric:soils are not present, HYDROLOGY Wetland Hydrologylndica►ors: Primary Indicators (minimum of one required: check all that apply): Secondary indicators ,(2 or more required); Surface water (Ai ) Sparsely Vegetated. Concave_Surface. (88) Water•Stained Leaves ( 39) (MLRA 1 , 2 4A & 4B) High Water Table .(A2) Water-Stained Leaves (except. MLRA 1, 21 4A & 49). (B9) Drainage Patterns:.0310) Saturation (A3) Salt Crust (1311) Dry-Season Water Tabie :(C2) ❑ Water Marks (131) ❑ Aquatic Invertebrates {813) ❑ Saturation Visible an Aerial imagery (C9) Sediment Deposits'(132), Hydrogen Sulfide Odor (Gi ) Geomorphic Position (D2) Drift Deposits (133) Oxidized Rhizospheres along Living Roots .(C3) Shallow Aquitard (D3) Algal Mat or Crust (134) Presence of Reduced Iron (G4) FAGNeutral Test (D5) Iron Deposits (85) Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds (DO) .(LRR A) ❑ Surface Soil Cracks (86) Stunted or Stressed Plants.(D1 ) (LRR A) Frost-Heave Hummocks Inundation Visible on Aerial Other (explain in remarks) Imagery 037) Field Observations Surface Water Present? Yes No Depth (in): Water Table Present? ❑ Yes ® No Depth On): Wetland Hydrology Present? Yes Q No ❑ Saturation Present? ❑ Yes ® No Depth (in) : (includescapiliaryfringe) , Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections) , if available: N/A Remarks:. Indicators of wetland 'hydrology are notpresent. � US Army Corps of Engineers Western Mountains, Valleys,, and Coast — Interim Version i WETLAND DETERNHATiON DATA FORM - Western Mountains, Valleys, and CoastRevon Project Site: 4405 E Avenue , Anacortes, WA Sampling Date: 2 October.2014 ApplicanVOwner. Jean Escher, Darrell . Meig Sampling Point: DP-7 ' Investigator: Janet Cray Oity/County: City of Anacortes Section, Township, Range: S251 T35N, R01 E; State: WA Landform (hillslope, terrace, etc): terrace Slope (%;): 0401a Local relief (concave, convex, none) : none Subregion (LRR) : A Lat: 48°29'08" N Long: 122°37'32" W Datum : Soil Map .UnifName: 30-Clallum gravelly loam, 8-15% slopes (listed non-hydric) NWlclassification: none Are climaticthydrologic conditions on the site typical for this lime of year.? I N I Yes No (If no, explain in remarks.), Are "Normal Circumstances" present on the site? Yes No Are Vegetation 01 Soil , or Hydrology Elsignificantly disturbed?t Yes Are Vegetation ❑ , Soil, ❑> or Hydrology ❑ naturally problematic?: No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach - site map showing sam fin Dint locations, transects, Im ortant features, etc. Hydrophytic Vegetation Present? Yes Nov Is this Sampling Point within Wetland? Yes ® No Hydric Solis Present? Yes No Welland Hydrology Present? � Yes No Remarks: DP-7 plat located approximately 50 feet eastof DP•6 within the unauthorized, cleared portion` of the site, in what may have been a relic garden. Our best professional judgment, based primarily on the soil pit data, thatthis, data plot is not located in a regulated wetland. VEGETATION - Use scientific names of plants. NWP.I» tiSACE Valsiolr3 JFjIy21t (4:: Tree Stratum (Plot size 30,ft radius Absolute % Dominant Indicator Dominance Test Worksheet Cover S ecles4 Status 1 . Number of Dominant Specles 0 2. that are'OBL; FACW, nrFAG: (A) :3. Total Number of Dominant 0 A . Species Across All Strata: (B) o• = Total Cover Percent of Dominant Species at that are OBL, FACW, or FAC: (A1B) Sapling/Shrub Stratum ( Plot size S-it, radius 1 . Prevalence Index Worksheet 2. Total °l Cover of Muitioly by 3. OBL species x 1 4 FACW species x2 = 5. FAC species x 3 o• = Total Cover FACU species x 4 = LIPL species x 5 Herb Stratum (Plot size 5 tt. radius Column totals (A) (g} 1 . Yellowsquash 10 ' 2. Solanum sarrachoides 05 NI Prevalence Index = B/A = 3. ?araxacum otflcinale trace 0 Ar FACU 4: H dro. h tic Vegetation Indicators 5. 1. Rapld Test- Hydrophytlo Vegetation OBUFACW 6, 2 Dominance test is. > 50% 7. 3. Prevalence testis <_ 3.0 8, 4. Morphological Adaptations' ,(provide supp. info.) 99 5. Wetland Non-Vascular Plants 10. S. Problematic Hydrophytic Vegetation (explain) 11 . oo' - To�a� cover Indicators of'aydric soil and wetland hydrology must be present,. unless disturbed or problematic Woody Vine Stratum Plot size 304t radius) 1 1 . 12. "14ydrophytic Vegetation Yes ❑ No El 10' = Total Cove[ Present? l i / Bare Ground in Herb Stratum 90' Remarks: Usina the 2014 NWPL Version 3.2: "Due to unauthorized clearing, the vegetative data in non-applicable. This area. appears.to have once been planted with garden species that included squash and several coin plants wore-observed to the southwest "Plants not identified to species level ate not:inciuded, plants with indicator NL are assumed to be: upland, NI Indicators with no regional or national indicators are not:ineluded. .It a stratum has _z5°l, cover Is combined into another stratum (e.g. shrubs <5 alone in a stratum can be placed in the trees. p.22)) US Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 SOIL Sampling Point: DP=7 Profile-Descri tion: .(Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features inches Color: moist %. Color moist / T e Lac Texture :Remarks 047 7:5YR'3/2 100 gravelly silt small pieces otcharcoal loam and bum 17-20 Mix of: lZYR 312 s0 cobbly silt loam 2.5Y514 50 cobblysandy loam 'Type: C=Concentration, D=Depletion, RM=Reduced: MatriX; CS=Covered or Coated Sand :Grains zLocs PL=Pore Lining, M=Matrix H dric Sol( indicators: (Applicable to .all tRRsI unless otherwise rioted.) Indicators for. Problematic Hydrae soils' ❑ HistosoL(A1 ) ❑ Sandy Redox (85) 2cm Muck (Al 0) Histic Fpipedon .(A2) Stripped Matrix (S6) ❑ Red Parent Material (T172) Black Histic fA3) Loamy Mucky Mineral (F1). (exceptMLRA:i) Very Shallow DwKSurfaoe. (TF12) ❑ Hydrogen Sulfide,(A4) . ❑ Loamy Gleyed .Matrix (F2) Other (explain In remarks) Depleted Below .Dark Surface (All) ❑ Depleted. Matrix (F3) Thick Dark Surface (Al2) Redox Dark.Surface (F6) 3 Indicators of hydrophytic vegetation and wetland hydrology must ❑ Sandy Mucky Mineral (81 ) Depleted Dark Surface:(F7) be present, unless disturbed orpmblematio SandyGleyed Matrix (S4) Redox Depressions (Fa) Restrictive Layer (if present): Type: Hydricsoftpresent? Yes ❑ No Depth (inches) : [Remarks: Indicators of hydric soils are not present. This plot mayhave been dug in an old garden area (based on the remnant vegetation) and may have been augmented with enriched soils. HYDROLOGY Wetland Hydrology Indicators: Primary indicators jminimum of one required: check ail that appiy): Secondary indicators.fR or morei requir a) Surface water (Al) Sparsely Vegetated Concave Surface (138) W atervStained Leaves (B9) (MLRA 1, 2, 4A & 4B) High Water Table (A2) Water-Stained Leaves (except MLRA 1, 2; 4A & 4B) (139) ❑ Drainage Patterns (1310) Saturation (A3) Salt Crust (1311) ❑ Dry-Beason Water Table (C2) ❑ Water Marks (81) ❑ Aquatic invertebrates '(613) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Sediment Deposits (B2) Hydrogen Sulfide Odor (01) Geomorphic Position (132) Drift 'Deposits .(63) U Oxidized Rhizospheres along Living Roots ;(03) Shallow Aquitard (D3) ❑ Algal Mat ofCrust(64) ❑ Presence of Reduced Iron (C4) FAC-Neutral Test (D5) Iron Deposits ,(135) Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds (D6) .(LRR A). Surface Soil Cracks (86) Stunted or Stressed`Plants (D1 ) (LRR A) Frost Heave Hummocks Inundation Visible on Aerial Other (explain in remarks) Imagery (137) Field Observations Surface Water Present? Yes No Depth (in): Water Table Present? Yes No Depth (in): Yes ❑ No Wetland Hydrology Present? Saturation Present? Yes No Depth (in): (Includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos,. previous,inspections) , if available: N/A Remarks: Indicators of wetland hydrology are not present. '' US Army Corps of Engineers Western Mountains, Valleys, and Coast— Interim Version i WETLAND DETERMINATION DATA FORM Western Mountains, Valleys, and Coast Region Project Site: 4405 E -Avenue, Anacortes, WA Sampling Date: 2 October 2014 Applieant/OwneIr Jean Escher , Darrell Meig Sampling Point: DP-8 Investigator: Janet Cray City/county: City of Anacortes Section, Township,,;Range: :S25, T35N, R01E, State: WA Landform (hilislope, terrace, atc) :, terrace Slope: (%): 0-°! Local relief tconcave, convex, none): none Subregion (LRR)= A Let: 48929'08' N Long : 122137'32" W Datum: Soli Map Unit Name: 30-Ciallum gravelly loam &l5% slopes (listed non-hydric) NWl classiication: none Are climatic/hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in remarks.) Are "Normal Circumstances" present on the_site? 0 Yes rM No Are Vegetation ®, Sail, ©,. or Hydrology11 significantly disturbed?: Yes Are Vegetation ;❑, Soil , ❑ , or Hydrology naturally problematic?: No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc, Hydrophytic Vegetation Present? Yes No` Is this Sampling Point within a Wetland? FMI Yes ® No Hydnc Soils. Present? Yes No Wetland Hydrology Present? Yes No Remarks: DP-a plot located north .of and adjacent to the debris pile, within the unauthorized, cleared portion' of thesite. Our best professional judgment, based primarily on' the soil pit data, is that this data plot is notlocated in a regulated wetland. VEGETATION — Use scientific names of plants. 14WP. I.iSA Ei'vb&tottS t Ell 2itiaF Tree Stratum (Plot size 30-ft radius) Absolute % Dominant Indicator Dominance Test Worksheet Cover Species? Status 1 , Number-ofDominant Species 0 21 that are OBL, FACW , .or FAC: (A) 3. Total Number of Dominant 0 4, Species Across All Strata; (B) o• = Total Cover Percent of Dominant Species o` that are OBL, FACW, or FAG: (A/B) Sapling/Shrub: Stratum (Plot size 5 4t radius) t. Prevalence index Worksheet 2. Total % 'Cover of Multiolo b 3, OBL species x 1 = 4 FACW species x 2 5: FAG species x.3 = W = Total Cover FACU Species - x-4 = UPL species x 5 Herb Stratum (Plot size .5-ft. radius) Column totals (A) ( B 1 . rnphorlcarpos.albus trace 0 9 . t — 2. — Prevalence. Index BlA = 3, 4. Hydro h tic Vegetation Indicators 5. 1 . Rapid Testm Hydrophytic Vegetation OBL/FACW 2. Dominance testis a 50% T 3. Prevalence test is :510 8. 4. .Morphological Adaptations' (provide supp. info.) s. 5. Wetland Non-Vascular Plants 10. 6. Problematic Hydrophytic Vegetation ' '(explain) 11 . n� = Total Cover Indicators ofhyddc soil and wetland hydrology must be present, unless disturbed or problematic Woody Vine Stratum Plotsiza'304t radius 1 . 2. "Hydrophytic Vegetation Yes 12 No 0 �0 = Total Cover Present? % Bare Ground in Herb Stratum 100* Remarks: Using the 2014 NWPL Version 3.2: 'Due to unauthorized clearing, the vegetative datain non-applicable. `Plants not identified to species level are not included, plants with indicatorNLate assumed to be upland, NI indicators with no regional or national indicators are not included. If a stratum has <5%, cover it is combined: into another stratum (e.g. shrubs. z5 .alone in:a stratum can be placed in the trees. p-22)) US Army Corps of Engineers Western Mountains, Valleys, and .Coast —Uersior12:0 SOIL Sampling Point: DP-B Prof lie Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox. Features (inches Color moist % Color (moist) % Type ] Luc Texture Remarks 0-10 7.5YR 3/1 100 gravelly silt small bits of charcoal and loam burn 10A3 ' MIX of upper & lower: 7:5YR.311 & 90 mixed upper& 2.5Y 512 10 lower textures 1320 2:5Y :5/2 .60 10YR 5/4 and 4/4, 40 C M gravelly sandy loam 'Type: C=Goncentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 'Loc: PL=Pore Lining, M=Matrix H dric Sot Indicators: (Applicable to all RRs unless otherwise noted;) Indicators for Problematic Hydric Soils' ❑ Histpsol (Al) ❑. Sandy Redox (S5) FM 2cm Muck.(A10) ❑ HisticEptpedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (Fi) .(except MLRA 1 ) Very Shallow Dark Surface (TF1:2) Hydrogen Sulfide (A4) Loamy .Gleyed Matrix (F2) Other (explain in remarks) Depleted Below Dark Surface (Al1) Depleted Matrix (F3) Thick Dark Surface (At 2) Redox Dark Surface,(F6) 3Indicators of hydrophytic vegetation and wetland hydrology must Sandy Mucky Mineral (Si ) ❑ Depleted Dark Surface (F7) be present, unless disturbed or problematic Sandy Gleyed Matrix (84) Redox Depressions (178) Restrictive Laver (if present) : Type: Yes ❑ No Hydric soil present? Depth (inches): Remarks: Indicators of hydric soils are not present. HYDROLOGY Wetland Hydrology Indicators: Prrmary Indicators (minimum of one required: check all that apply): Secondary indicators (2 or more required): Surface water(Al ) Sparsely Vegetated Concave Surface (138) Water-Stained Leaves (89) (MLRA 1, 2, 4A & 48) High Water Table (A2) Water-Stained Leaves (except MLRA 1,. 2, 4A & 48) (BS) Drainage Patterns (1310) Saturation .(A3) Salt Crust (Bi ) Dry-Season Water Table (C2) Water Marks (B ). ❑ Aquaticinvertebrates (B13) Saturation Visible on Aerial Imagery (C9) Sediment Deposits (B2) Hydrogen Sulfide Odor (01) Geomorphic.Position (132) Drift Deposits (B3) Oxidized Rhizospheres:along Living Roots (03) Shallow-Aquitard (D3) Algal Mat or Crust(B4) Presence of Reduced Iron (C4) FAC.Neutral Test (D5) Iron Deposits (135) Recent Iron Reduction in Tilled Soils (C6) ❑ Raised Ant Mounds (D6) (LRR A) Surface Sol[ Cracks, (B6) ❑ Stunted or Stressed Plants ( Di) (LRR.A) Frost-Heave Hummocks inundation Visible .on;Aerial Other (explain in remarks) Imagery (137) Field Observations Surface Water Present? Yes ® No Depth (in) : Water Table Present? Yes No Depth .(jn): Wetland Hydrology Present? Yes D No ® i Saturation Present? Yes ® No Depth (in): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections) , If available: NIA Remarks: Indicators of wetland hydrology are not present. i US Army Corps or Engineers Wastern.Mountains, Valleys, and Coast — Inferim .Version WETLAND DETERMINATION DATA FORM - Western Mountains, valleys, and CoastR.erion Project Site: 4405 E Avenue., Anacortes, WA Sampling Date: 2 October 2014 Applicant/Owner: Jean Escher, Darrell Maig Sampling Point: DP-9 Investigator: Janet Cray Gity./County: City of Anacortes Section Township, Range: S25, 735N, 1401E, State : WA Landform,(hillsiope, terrace, etc): terrace Slope (%y : 0-40/6 Local relief (concave, convex, none): none Subregion (LRR); A Let: 48029'08" N Long: 122°37'32" W I Datum : Soil Map Unit:Name: 30-Clallum gravelly loam, 8-15%'slopes (listed non-hydro) I NWl classification: none Are climatic/hydrologic conditions on the site typical for this time of year? P9 I Yes I El I No (If no ,explain in remarks.) Are "Normal Circumstances" present on the .site? Yes rUl No .Are .Vegetation 0 , Soll> 0, or Hydrology ❑ significantly disturbed?, Yes Are Vegetation ❑ , Soil , ❑ , or Hydrology ❑ naturally problematic?: No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling oint locations, transacts, important features, etc. Hydrophytic Vegetation Present? ® Yes ® No` Is this Sampling Point within a Wetland? Yes FIR No .Soils Present? Yes No Hydric Welland Hydrology Present? Yes No Remarks: DP-9 plot located approximately to the south of the debris pile, within an area of creeping buttercup, within the unauthorized, cleared portion* of the site. Our best professional judgment, based primarily on the soil pit data, that this data plot is not located in a regulated wetland. VEGETATION — Use scientific names of plants, NW 1TS�C )vE VetsEom3 t �uly2Ltt9 Tree Stratum (Plot size .30-it radius) Absolute l Dominant Indicator Dominance Test Worksheet Cover Species? Status 1 . Number of Dominant Species 0 p, that. are OBL, FACW, or FAG : (A) 3. Total Number of Dominant 0 4. Species Across. AllStrata: (g) o = Total Cover Percent of Dominant Species 0* that are OBL, `FACW, or FAC; (A[B) SaplinglShrub Stratum (Plot size 5-ft. radiusl 1 • Prevalence index Worksheet 2. Total % Cover of ulti I b 3: OBL'apecias 4 FACW species x 2 5. FAC species x 3 = 04 = Total Cover FACU species x 4 = UPL species x 5 = Herb Stratum (Plot size 5-ft. radiusl Column totals (A) (B 1 . Ranunculus re ens 20 FAC I Prevalence Index = B/A = 3. 4. H tiro h tic Vegetation indicators 5. 1 . Rapid Test- Hydrophytic Vegetation OBUFACW 6. 2. Dominance test is,> 50% 7. S. Prevalence test is 510 8. 4, Morphological Adaptations' (provide supp. into.) 9. 5. Wetland Non:Vascular Plants 10. 6, Problematic Hydrophytic Vegetation (explaln) 11 . 204 = Total Cover Indicators of hydric soil and wettand hydrology must be present, unless disturbed or problematic Woody Vine Stratum (Plot size 30-ft radius 1 , 2. *Hydrophytic Vegetation Yes ❑ No ❑ V = Total Cover :Present? °f Bare-Ground in Herb Stratum 80* Remarks: using the 2014 NWPL Version 3.2: `Due to unauthorizedvlearing, the vegetative data in non-applicable. "Plants not identified to species level are not included, plants with indicator NIL are assumed to be upland, NI indicators with no regional .ornational indicators are not included. jf a:stratum has a%, cover it is combined Into another stratum (e.g. shrubs <5 alone In a stratum can be placed in the trees. p.22)) US Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 SOIL Sampling Point: DP-9 Profile Description: (Describe to the depth needed to document the indicator or confirm the. absence of indicators) Depth Matrix Redox Features- inches Color . mcist % Color (moist) % T e Loc Texture Remarks wa 0-5 7:5YR. 3/2 100 silt loam 0-5 5•16 7,5YR 413 100 fine sandy SM16 gravelly silt. loam 16-20 2.5Y 413 85 10YR 5/6 t5 D M gravelly sandy loam 'Type: C=Concentration, D=Depietion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 2Loc: PL=Pore: Lining, M.-Matrix H drie Soil Indicators: -(Applicable to all tRRs unless otherwise noted.) Indicatorsfor Problematic Hydric Soils' Hlstasol (Al ) Sandy Redox (S5) 2cm Muck (AID) ❑ Histie Epfpedon"(A2) Stripped Matrix (S6) I U I Red Parent Matedal :(TF2) Black Hisfic (A3) Loamy Mucky Mineral (F1 ) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide,(A4) Loamy Gleyed Matrix (F2) Other +(explain in. remarks). Depleted Below Dark Surface (At 1) Depleted Matrix (F3) ❑ Thick Dark Surface (Al 2) ❑ Redox Dark Surface (F6) s Indicators of hydrophytic_vegetation and wetland hydrology must Sandy Mucky Mineral (St ) Depleted Dark Surface .(F7) be present, unless disturbed or problematic SandyGleyed Matrix (S4) ❑ Redox Depressions (F8) Restrictive Layer(If present): Type' Hydric soil present? Yes No Depth (inches):. Remarks: Indicators of hydric SDUS are not present. HYDROLOGY Wetland Hydrology Indicalors: Primary Indicators (minimum of one required: check all that apply); Secondary Indicators (2.ormore required): Surface water (At) ❑ Sparsely Vegetated Concave Surface Water-Stained Leaves (B9) (MLRA 1, 29 4A & 49) High Water Table (A2) Water-Stained .Leaves (except MLRA 112, 4A & 49)' (B9) Drainage Patterns .(610) Saturation (A3) ❑ Salt Crust (811) Dry-Season WaterTable ',(C2) Water Marks (61) 1 Aquatic invertebrates (813) Saturation Visible on Aerial Imagery (C9) Sediment`Deposits .(B2) U Hydrogen Sulfide Odor (CI ) Geomorphic .Position (D2) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Shallow Aqultard .(D3). ❑ Algal Mat or Crust (134) Presence of Reduced Iron (Q4) FAQ-Neutral Test (DS) Iran Deposits :(65) Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds_(D6) (LRR :A) Surface Sol[ Cracks (136) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ FrostmHeave Hummocks Inundation Visible on,Aerial Other (explain in remarks) Imagery (137) Field Observations Surface Water Present? FT1 Yes dNo Depth (in) : Water Table. Present? ❑ Yes No Depth (in) : Yes ❑ No Saturation Present? ❑ Yes ® No Depth(in): Wetland Hydrology Present? (includes capillaryfringe) Describe Recorded Data (stream. gauge, monitoring well, aerial photos; previous Inspections), If:available: NIA Remarks: Indicators of wetland hydrology are not present US Army Corps of Engineers Western Mountains, Valleys, and Coast -Interim Version e h r v... ••. �g¢L A!C 1 x..,`-=r, ..>F.., a �. .,::• .. ,: s �,t 'aF�c�r .as ,:a..c � a -,drr=3 � ��' ,r Ld 21 ,..'.. ... �.e' Y e � 1�3 )k �v. � ♦b r" aa`� -sip �✓ q n y +aqr r3 z , V K i ! a f j\/y\) I ' , e >: k. LU .„x{• —.a:. ..a� � , y . a .,� -v oY:. `+4 v. a., '4'A.. - i♦ A.'t1 ♦' /yy, 1 ,.„ .. , ..; LU Cr ca- ' � it »tt.� ,•„ ,. ....,� -. •m . .,, .. -, ',a � �+,., �-.r. . .. .... x. a` M... 0Uj r i �— k m . U Ui 11 "VI f •.�" �*41 - 0 LULn J CO r x t I 4 II rt. - s ' a r 7� i // 4 ,+� MN Yx IF r ��� ..//� '^' -<^ >k ��. �', �"'_'.. 7Fs as �•' Sa M �'r x f �x \\\ �`` ��"` fi i,. +v . _�"m� .sa r p' `t' 1x�; �:r-4 ,�'. ka �"•�y' r � �� `\ - .i. '�:� "'.".t.ax xt . r.. •ti. V - yrrt ? -sz k �' Wit . 1;�, _ - �� MAR 0 7 2018 a x h4. ,a ^_. _ t '�•' t ` .ss`aM u„ ✓�^- Ave , s , 1 construction documents January 1bth , 2016 Lwo michael trafton 4534 sharpe rd. anacortes, wa. G6221 telesis.trafton@gmail.com 360.420.1497 cell/text ABBREVIATIONS DE516N 6UIDELINE5 1= R0 DATA DE516N TEAM ALL MATERIALS LISTED SHALL COMPLY WITH THE REQUIREMENTS OF GBG CHAPTER IA& GRG R327 AND ARE L15TED AND OWNER: \) @ AT MAX. MAXIMUM APPROVED ASSEMBLIES OR MATERIALS BY THE OFFICE OF THE STATE FIRE MARSHAL. PRIOR TO BUILDING PERMIT FINAL THOMAS AND GERI PACK & AND MECH. MECHANICAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION MANAGEMENT REQUIREMENTS, COMMONLY 121q 32nd street 1 BUILDING AREA: CONSTRUCTION SUMMARY:ABY. ABOVE MFR. MANUFACTURER GALLED "DEFENSIBLE SPACE", PRESCRIBED IN CALIFORNIA PUBLIC RESOURCES GODS 42g1 Anacortes, Na. 98221 A.G. ASPHALTIC CONCRETE MH. MAN HOLE AG AIR CONDITIONING MIN. MINIMUM METAL ROOFING: CLASS A MECHANICALLY SEAMED FIRST FLOOR LIVING AREA: 1,120 5F + gar 315 SF ACT. ABOVE COUNTERTOP MIR. MIRROR SECOND FLOOR LIVING AREA: 1,654 main CONSTRUCTION TYPE: V-B, DESIGNER: „ FTON ACOU5T" ACOUSTICAL MIR. MIRROR COMP051TION SHINGLE ROOFING: 50 YEAR CLASS A OCCUPANCY GROUP:R-2 Q MIKE 15 DESIGN ° x AOON'L. ADDITIONAL MISC. MI5CELLANEOU5 TOTAL LIVING AREA: 2,114 5F s 4534TEL SH DESIGN TEAM ADJ. ADJACENT MIN. MIGROWAVE MODIFIED BITUMEN ROOFING: GLASS A, APP TORCH DOWN MULTI-PLY MODIFIED BITUMEN ROOFING GARAGE AREA: 3785f APPLICABLE DNTIAEC: ANA SHARPS RD AFF. ABOVE FINISH FLOOR MOD. MODULE SITE COVERAGE: DENTIAL GODS (IRG) ANAGORTES,WA.g8221 ,, AGG. AGGREGATE MTL. METAL HORIZONTAL SIDING MIN. 1X8 WE5TERN RED CEDAR M 1/4" 50. EDGE REVEAL SHIP LAP, AN EN BUILDING STANDARDS CODE t; , ELECTRIC CODE LAND SURVEYOR: ALUM. ALUMINUM ADDITIONAL FACE PARCEL AREA: 5-7,665 5FHANICAL GODS FIRM ALT. ALTERNATE (N) NEW NAIL SHALL BE INSTALLED 1" FROM SHIPLAP EDGE. ADDRESS BING GORE (UPC) ARCH. ARCHITECTURAL NEC NATIONAL ELECTRIC CODE BUILDING IMPERVIOUS COVERAGE: 2,0435f CITY, STATE XXXXX AVG. AVERAGE NIG. NOT IN CONTRACT SHINGLE 510ING CEDAR VALLEY"CALIFORNIA STACK" 1-COURSE SHINGLE SIDING PANEL 4- 1/4'. GY CODE (WSEG) BUILDING FOOT PRINT: TEL N/A NOT APPLICABLE OR GREATER EXP05URE COVERED PATIOS: BD. BOARD NT5. NOT TO SCALE INSTALLED OVER 1/16" MIN. 05B N: BF. BOTH FACES PATIOS: 545 5F ANAGORTES BUILDING DEPARTMENT STRUCTURAL ENGINEER: BF. BOTH FAGE5 0/ OVER WINDOWS MTL. GLAD WOOD WINDOWS IN COMPLIANCE W/GBG CH. 7A DECKS: 3545E q04P.O 6T X 547 1621MIT 16 LL ENGINEERING INC. BIG. BUILT-IN CABINET O.G. ON CENTER WALKWAY: 904 6TH STREET REDMOND,168T VE. N.E. BLDG. BUILDING O.D. OUTSIDE DIAMETER DOORS SOLID WOOD OR MTL GLAD WOOD IN COMPLIANCE W/ GBG CH. 1A ANAG 3_1 q01ES, WA. 98221 RED , WA. 98052 DRIVEWAY COVERAGE: 1,834 5F � BLK. BLOCK OFD. OVERFLOW DRAIN 360-3q3-1901 425-747-1500 BLK'G. BLOCKING OH. OVERHEAD FLOOR PROJECTIONS AND SOFFITS 1X8 T&G CEDAR DECKING INSTALLED 0/5/6" EXT. RATED GYP SHEATHING OR TOTAL IMPERV. COV.: (footprint+driveway) 3,811 5F (07%) I � ^� ,v BLW BELOW OPP. OPPOSITE SIM. MATERIAL IN TOTAL ALLOWABLE IMPERVIOUS COVERAGE: 17,2g8 5F (30o/a) CONTRACTOR: BRZ. BRONZE COMPLIANCE W/GBG CH. 7A. BTM. BOTTOM PERF. PERFORATED TBD ; M BTR. BETTER PLAM. PLASTIC LAMINATED EXP05ED TIMBER FRAMED SOFFITS MINIMUM bX8 EXPOSED RAFTERS W/2X8 T&G DECKING BTWN. BETWEEN PLYWD PLYWOOD ~ BVL. BEVELED PINT. PAINT 3 O pi BW. BOTH WAYS PP. POWER POLE 11, M $ 11) P5F POUNDS PER SQUARE FOOT N N ui ry73 GAB. CABINET PT. PRE55URE TREATED A' s ' to GBG CALIFORNIA BUILDING CODE PVC. 12 POLY VINYL CHLORIDE P ` 5 OCR CALIFORNIA CODE OF REGULATIONS PI PAVEMENT " v cn t6 N O N GEC. CALIFORNIA ELECTRIC CODE PUS. PUBLIC UTILITY EASEMENT v - DESCRIPTI OF CUBIC FEET -t to m SITE DEVELOPMENT (4.106): I ON CFO CALIFORNIA FIRE CODE QT. QUARRY TILE STORM WATER DRAINAGE MANAGEMENT PLAN SHALL BE IMPLEMENTED DURING CONSTRUCTION - "".,• I GLG. CEILING QT. QUARRY TILE GJ. CONTROL JOINT INDOOR WATER USE GLR. CLEAR R. R15ER ¢ rµw P32128 GMG CALIFORNIA MECHANICAL CODE RAO. RADIUS MAXIMUM PLUMBING FIXTURE FLOW REQUIREMENTS SHALL BE AS FOLLOWS: •. GMU CONCRETE MA50NRY UNIT RD. ROOF DRAIN SHOWER HEADS: 2(1 , GNTR. COUNTER RDWD. REDWOOD LAVATORY FAUCETS: 1.5 GPM " w GLEAN OUT REINF. REINFORCING KITCHEN FAUCETS: 1.8 GPM wr TRACT D OF SURVEY RECORDED AF#2000041 g0061 COL. COLUMN REF. REINFOR REINFORCING WATER CLOSETS: 1.28 GALLONS/FLUSH PROJECT ADDRESS AKA BEGINNING AT THE NE CORNER OF LOT 2 OF WHEN A 5HOWER 15 SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWER HEADS m� ANAGORTES SHORT PLAT ANA-83-006 A5 COMP. COMPOSITION REQ'D REQUIRED CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 60 FBI. 4402 E. AVE. + s RECORDED IN BOOK 6 ON PAGE q4, OF SHORT GONG, CONCRETE RET. RETAINING ..., * <, PLATS RECORDED UNDER AUDITOR FILE NO. GONN. CONNECTION REV. REVISION CONT. CONTINUOUS RM. ROOM OUTDOOR WATER USE (4.304): `, � ` ¢ 8310260052, BEING A PORTION OF THE WEST 1/2 OF CONTR. CONTRACTOR RO. ROUGH OPENING AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER F k 5E 1/4 OF THE 5W 1/4 AND THE EAST 1/2 OF THE 5W ' GPG CALIFORNIA PLUMBING CODE BASED. r 141 '' F " 1/4 OF THE 5W 1/4 OF SECTION 25, TOWN5HIP 35 �. �•' „� �:, , "" ;) NORTH, RANGE 1 EAST, N.M.; THENCE SOUTH 0-48- GT. CERAMIC TILE 51 50LID GORE • ^, 32 EAST zgo.00 FEET ALONG THE EAST LINE OF sR1D 51 SOLID GORE ENHANCED DURABILITY AND REDUCED MAINTENANCE , v DBL. DOUBLE SCHED. SCHEDULE ANNULAR 5PAGE5 AROUND PIPES, ELECTRICAL GABLES, CONDUITE5 OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS . +++ SHORT PLAT TO THE SOUTHEAST CORNER OF SAID ^ . OET" DETAIL 5D 50AP DISPENSER SHALL 8E PROTECTED AGAINST TEH w}� " " " " Y :a LOT 2; THENCE SOUTH 89-09-11 WEST 198.84 FEET ` y DEPT. DEPARTMENT 50R. STORM DRAIN PA55AOE OF RODENTS BY CLOSING SUCH OPENINC75 WITH CEMENT MORTAR, CONCRETE MA50NRY OR 51MILAR METHOD - FA ALONG THE SOUTHLINE OF SAID LOT 2 EXTENTED, D.F. DOUGLAS FIR SECT" SECTION ACCEPTABLE TO THE ENFORGING AGENCY. 4 tea'"=" TO THE EAST BOUNDARY OF THE PLAT OF DIA. DIAMETER 5EZ STREAM EASEMENT ZONE ,. t . =; ? PARK5IDE DIV15ION #2; THENCE NORTH 0-22-0.2 1'r� •"" 1 � WEST 2g0.00 FEET ALONG SAID PLAT BOUNDARY TO V 4 DIM. DIMEN51ON 5F SQUARE FOOTIPEET CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING (4.408): THE NORTH LINE OF SAID LOT 2 EXTENDED; THENCE DIY. DIVISION 5HT. SHEET A MINIMUM OF 60010 OF THE CONSTRUCTION WATTE GENERATED AT THE 51TE 15 DIVERTED TO RECYCLE OR SALVAGE. TH?5 ON DOWN 5HLV5. SHELVES 15 ACHIEVED BY U51NO COUNTY CERTIFIED _ NORTHING. SURVEY EAST F#201 FEET 10 THE POINT OF DIN DI5HWA5HER SHWR. 5HOWER LAND FILLS OR IMPLEMENTATION OF A WASTE MANAGEMENT PLAN. WASTE MANAGEMENT PLAN SHALL BE APPROVED BY BEGINNING. SURVEY RF#201501160102 DWG. DRAWING SIM. 51MILAR i ENVIRONMENTAL SERVICES DIVISION. 51-R. SEALER -(E) Ex151TNG SPECS. SPECIFICATIONS BUILDING MAINTENANCE AND OPERATION EA. EACH 5Q. SQUARE e` AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE OCCUPANT OR OWNER. ,tp "~_ 5 " I N _ EJ. EXPANSION JOINT 5&P SHELF& POLE -� ELECT. ELEGTRIG/ELEGTRIGAL 55 SANITARY SEWS ,. ELEV. ELEVATION 5.5.0. SEE STRUCTURAL ORAYNINGS FIREPLACES (4.503):EMER. EMERGENCY 5.5T. 5TAINLE55 STEEL ANY INSTALLED GAS FIREPLGAE SHALL BE A DIRECT VENT SEALED COMBUSTION TYPE. REFER T O ■ ARCHITECTURAL DRAWINGS III ?' .&„r �: ' _ '�< °. EN. EDGE NAIL 5TD. STANDARD COVER SHEET EOP. EDGE OF PAVEMENT 5TL. STEEL POLLUTANT CONTROL (4.504): _V_ E05. EDGE OF SLAB 5TOR. STORAGE DUCT OPENINC75 AND OTHER AIR D15TRIBUTION COMPONENT OPENINC75 SHALL BE COVERED DURING CONSTRUCTION. V EQ. EQUAL 5TRUCT. STRUCTURAL ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOG AND OTHER TOXIC. COMPOUND LIMITS. MIKE M I T C H E L L A0.0 PROJECT DATA } EQUIP. EQUIPMENT 5U5P. SUSPENDED PAINTS, STAINS AND OTHER COMPONENTS SHALL BE COMPLIANT WITH VOG LIMITS. AD.1 GENERAL NOTES , y CL EXT. EXTERIOR S.W. 5HEARWALL AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MANUFACTURER LIMITS FOR VOG AND A0.2 EXTERIOR PERSPECTIVES R OTHER TOXIC COMPOUND LIMITS. LU FA. FIRE ALARM T. TREAD CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOG LIMITS. ENGINEERING I N C ■ Al A CONSTRUCTION 51TE PLAN MANAGMENT PLAN LU � FACP FIRE ALARM CONTROL PANEL TO. TRASH COMPACTOR DOCUMENTATION SHALL BE PROVIDED TO THE COUNTY BUILDING INSPECTOR VARIFYING THAT COMPLIANT VOG LIMIT p FAU FORGED AIR UNIT TEL. TELEPHONE FIN15H MATERIALS HAVE BEEN USED. Al-3 BMP DETAILS l 1 Z FFE. FINISHED FLOOR ELEVATION TEMP. TEMPERED 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOG EMISSION LIMIT DEFINED IN THE ^' �•/ Q FG. FIXED GLA55 T&G TONGUE & GROOVED COLLABORATION FOR HIGH PERFORMANCE A2.1 FOUNDATION PLAN ` r FH. FIRE HYDRANT TV TELEVISION SCHOOLS (GHPS)LOW EMITTING MATERIALS L15T OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE PACKET INCLUDED 1 2 FIRST FLOOR PLAN FIN. FIN15H TYP. TYPICAL (RFGI) FLOOR SCORE PROGRAM. t �i/ n 1�� S { �J /Ct J r tt A2.3 SECOND FLOOR PLAN O PARTICLE BOARD, MEDIUM DENSITY FIBER BOARD (MOP)AND HARDWOOD PLYWOOD USED IN INTERIOR FIN15H SYSTEMS CI 'L FY�t I S / ✓ � A2.4 ROOF PLAN Z Q) FLR. FLOOR 1pr( C1 I Uc ��% ' UBG UNIFORM BUILDING CODE SHALL COMPLY WITH THE LOW ,� S (�oL � (" A2.5 FLOOR/ROOF FRAMING PLANS 2 GA. GAUGE UPC. UNIFORM FIRE CODE FORMALDEHYDE STANDARDS. W-I (/OA/�S F mr p i i � A2.6 15T FLOOR REFLECTED CEILING GALV. GALVANIZED UMG UNIFORM MECHANICAL CODE yy 1 c Al 2ND FLOOR REFLECTED CEILING GO. GENERAL CONTRACTOR LON UNLE55 OTHERWISE NOTED INTERIOR MOISTURE CONTROL (4.505): `J S �.0 �lVe �� CI��'' S A2.8 DOOR AND WINDOW SCHEDULE GFI. GROUND FAULT INTERRUPTER UPN UNIFORM PLUMBING CODE VAPOR RETARDERS AND GAPILARY BREAK 15 INSTALLED AT SLAB-ON-GRADE FOUNDATIONS. MPE2A 1ST FLOOR LIGHTING PLAN GI. GALVANIZED IRON MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING 15 CHECKED BEFORE ENGL OLE. GLUED LAMINATED BEAM VGT VINYL COMPOSITION TILE ENVIRONMENTAL COMFORT(4.501): f _ :'_ �F - c MPE2.10 2ND FLOOR LIGHTING PLAN A C FOLLOWING METHODS GROUND VENT. VENTILATION DUCT SYSTEM5 ARE SIZED, DESIGNED AND EQUIPMENT SELECTED USING THE FOLLOW METHODS: x" f _ A3.1 EXTERIOR ELEVATIONS Document Date. G5M. GALVANIZED SHEET METAL VERT. VERTICAL 1. 51ZE DUCT SYSTEMS ACCORDING TO ALGA 2q-D (MANUAL O)OR EQUIVELANT. ` GYP. BO. GYPSUM WALL BOARD VIF. VERIFY IN FIELD 2. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ALGA 36-5(MANUAL 5)OR EQUIVELANT. A3.2 EXTERIOR ELEVATIONS VNR. VENEER REQUIRED MEDIUM DWELLING UNIT- 3.5 credits A3.3 SECTION A/B HB H05E BIBB INDOOR AIR QUALITY AND EXHAUST (4.506): t A3.4 SECTION C/D HG HOLLOW GORE/HANDICAP W/ WITH UNLE55 FUNCTIONING AS A WHOLE HOUSE VENTILATION SYSTEM, BATHROOM FANS SHALL BE CONTROLLED BY A EFFICIENT BUILDING ENVELOPE- CHOSEN I$ S A3.5 SECTION D Document Phase: HDWR. HARDWARE NO. WATER OL05ET A3.6 ENLARGED WALL SECTION/DETAILS HUMIDISTAT WHICH SHALL BE READILY R-4q ceiling; 9 A3.1 ENLARGED WALL SECTION/ DETAILS Construction Documents HORIZ. HORIZONTAL NO. WOOD ACCESSIBLE. HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO W PERCENT. 0 HP. HIGH POINT W. WASHER A3.8 FRAMING PERSPECTIVES R-21 walls A3.q FRAMING PERSPECTIVES HT. HEIGHT III WATER HEATER rev. Glace remark HTG. HEATING W/O WATER HEATER • R-38 floors HVAG HEATING/VENTILATION/AIR CONDITIONING WP. WATER PROOF QUALIFICATIONS (?02): A4.1 INTERIOR ELEVATIONS 5/5ne BLDG.CODE CORRECTION HW. HOT WATER R-10 slab at garage HVAG SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE INSTALLATION OF HVAG EQUIPMENT A4.2 INTERIOR ELEVATIONS A YD. YARD A4.3 INTERIOR ELEVATIONS Q 9/5/18 ENERGYGREDIT5 ID. INSIDE DIAMETER VERIFICATIONS (703): ID. IN51DE DIAMETER VERIFICATION OF COMPLIANCE WITH TH15 CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATION INCL. INCLUDED BUILDER OR INSTALLER AIR LEAKAGE CONTROL AND VENTILATION -CHOSEN INFO. INFORMATION CERTIFICATION, INSPECTION REPORTS OR OTHER METHODS AGGETABLE TO THE ENFORCING AGENCY WHICH 5HOY INSUL. INSULATION SUBSTANTIAL CONFORMANCE. Reduce the tested air leakage to '.0 air changes per hour max. INT. INTERIOR 3'6 INF. INFRARED Project Data LAM. LAMINATE " F F RoYAL HIGH EFFIGENGY HYAC EQUIPTMENT- k•' q4/ AI=V E �N11 F LB. POUND LF. LINEAL FOOT 1 . ENGINEERED ROOF TRUSS LVL. LAMINATED VENEER LUMBER 2. NATURAL 67Ac5 FIREPLACE NGERT • HIGH EFFIGENCY HVAC D15TRIBUTION - i 15. 4yilillil (,Q. `WOV' a q f vzL� �J IV1Ci�Zhb� -tv �2� S � (-� �p�,n�( C� w ��{� �/j�dCt, EFFICIENT WATER HEATER- CHOSEN 5a 0.5 l" 1 1 All shower heads and kitchen sink faucets rated at 1.75gpm or less • All other lavatory faucets rated 1.0gr in or less AOmO TOTAL CREDITS - 3.5�� The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method r in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. / wr Girders and Joists Floors f General Notes, 55. All HYAG ducts installed outside the heated habitable space to have sealed joints 51. Joist framing into the side of a wood girder shall be supported by framing anchors corners, and boots, and insulated to a min. R-10. 1. All wood used in the forming and placing of concrete, if within the ground 11. Wood joists closer than 18" or wood girders closer than 12" to the ground, must be of t or between foundation sills & the ground shall be removed. Remove all loose of treated wood or wood of natural resistance to decay. 0=ec1ccehe the required finish and type. 56. A one perm or less vapor retarder (i.e. kraft paper, PVA paint etc.) is to be or casual wood in contact with the ground or under the new building area. 12. All wood in contact with concrete, masonry or earth must be pressure treated wood on the_ends of solid joist may not exceed 1/4th the de th of a joist installed - 2. Crawl Access: (where applicable),Accessible under-floor areas shall be provided or foundation grade and marked clear) b an approved agency. Gut ends ofy p � on the warm side of all insulation. p 9 y y pp 9 �• in the top or bottom of a joist may not exceed 1/bth of the depth 3a be n with a minimum 18"x24" opening if access is through the floor, and 16"x24" if treated posts must be re treated or be provided with protection from contact with p g g p p p e middle of 1/3rd of the span. Holes bored in joists may not bewithin 2" of 51. All recessed light fixtures in the thermal envelope to be certified under ASTM E g y p'p ttom of he joist`and the diameter of any such hole may not exceed 1/3rd253 access is throu h an exterior wallg Access shall be unobstructed b yi es, concrete. of the joist. Holes and notches must not be within 2" of each other. and so labeled, or sealed around the exterior in an approved manner to be air tight. y heat ducts, etc. If access is through an exterior wall, alb inch wide b 24 inch in h depth must be provided in front of the opening. Through -wall openings must not 13. Pressure treated wood shall be used for those portions of wood members which • x be located under doors into the building. form the structural support of buildings, balconies, porches, etc. When such members For notching and boring of manufactured floor joist refer to the manufacture and follow r are exposed to the weather without adequate protection from a roof, eave, overhang or their requirements fully. 58.A11 water pipes in unheated spaces to be insulated to a min. of R-3. K 3. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent other covering. Such members may include girders, joist and decking, posts, poles and 5q. Exterior doors to be adjusted so weather-stripping, threshold, & door sweep are for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and columns. 33. Joists, rafters and trusses must be supported to prevent rotation b installing solid pp p y g working properly & sealed well. provide cross ventilation, cover vents with corrosion-resistant wire mesh with blocking at each bearing point or as required by manufacturer. openings of 1/4" in dimension. Continuously operated mechanical exhaust 14. Ends of girders entering concrete or masonry wall shall be provided with a min. 60.ventilation at a rate of 1 cu ft. per minute for each 50 sf of crawl space may be used. air space of 1/2" at top, sides and ends. Blown-inattic insulation be installed in strict conformance with manufacturers 34. Bearing partitions perpendicular to joists must not be offset from support by more recommendations endations for density & coverage. Provide vent baffles as required & insulate than the depth of all joist joists must be sized to accommodate the load and as f , , � t p joist, & support & post... 4. Foundation drains to be installed around foundations that retain earth and enclose 15. Post connection: Provide a positive connection between the postpp p minimum double joist are required under parallel bearing partitions. joist framed into weather-strip attic access door. =, habitable or useable space below grade. Tiles, pipes, and other approved materials must and between the post and beam sufficient to ensure against uplift and lateral sides of girders must be supported by joist hangers or ledger strips. 61. Provide makeup air with fresh ducting directly into the return air plenum of the o ° discharge by gravity or mechanical means to an approved drainage system. displacement. furnace system. Insulate the duct with R-4 in unheated spaces. Provide a damper to o t „ 35. Bearing: In floor construction, joists and beams must have not less than 1.5" of , 5. Vapor Barrier: Cover ground at crawl space with min. 6 mil. black colored, moisture 16. Deck materials: Structural exterior posts, girders, joists and decking to be cedar bearing on wood or metal and not less than 3" on concrete. regulate incoming fresh air, provide a clock timer on a whole house fan to provide air p 9 1 9 movement air into the system per code. ���°6 , , � � � barrier, laps to be 12 min. and sealed, and ends to extend up foundation walls a min. or treated material. ., � � ° v 36. All plywood and 056 subflooring is to be glued to the supporting framing 62. Provide outdoor intake duct with damper to limitair flow to 145 Gfm under normal 12". (WSEG 502.1.6.1) members; $ 3 0 11. Fasteners for pressure treated and fire-retardant wood must be of hot dipped operating conditions. a d .6' 6. Damp-proofing: Foundation walls enclosing basements below finished grade must be galvanized steel, stainless steel or copper. (Exception: 1/2-inch diameter or greater glue is to be applied in strict conformance with manufacturers directions. , " .fir, .� � � M N dam roofed steel bolts.) damp-proofed. 31. Provide solid blocking for lateral support at each end of joist, and at all intermediat 63. All gas combustion appliances, except stoves & clothes dryers, to have A � ._ > +. „ . esupports. combustion air ducted directly to them. _ 1. Yard piping for water service shall be at least 12 inches below grade. Water Exterior Shell , ` ° ' v pipes may not run or be laid in the same trench as the building sewer or drainage - Roof " � .� : unless both the following conditions are met: 16. Flashing: Flash and counter flash all exterior openings as re required to make them Electrical ° a. The bottom of the water pipe, at all joints, shall be at least 12 above the sewer Tine. gq 38. Plywood roof sheathing, if exposed on underside, must be exterior grade. 64. Electrical outlets shown on the ions are those is required for convenience only.weatherproof. Tops odf all exterior horizontal wood fenestrations to be flashed with p q y 4` pipe p „ metal provide all outlets as required by the national electric code & provide required . � b. The water i e shall be laced on a solid shelf excavated atone side of the ��»� common trench with a minimum horizontal distance of 12 from the sewer or drain. 3q. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each caps with drip edges to direct moisture away from wood. hookups (UPC 313.10.1) separate space by vent openings protected against the entrance or rain or snow. for all appliances and equipment. Provide recessed meter base. Provide GFI & WP The required area shall be 1/50 of the area, except may be 1/300 of the space if the protection where required b code. 1q.Trim: all exterior trim splices & siding joints to be mitered. Provide a 15 degree min. o o p q y openings are split with 50/o but less than 80/o of the openings a minimum of 3 feet Foundation and Site Preparation, bevel on endsofjoiningboards. above Plumbing x _lKa n the eave or cornice openings. T+ 20. Make all roof enetrations for ventin ect. on non-cons icuous side of rid es. 1. All wood used in the forming and placing of concrete, if within the ground p g p g 65. Inspection: No plumbing or drainage system or building sewer may be covered, Goat any ABS or PVC, piping with a protective paint, designed for UV protection and concealed or put into use until it has been tested, ins or between foundation sills & the ground shall be removed. Remove all loose 40. Insulation dam must be provided at the attic access opening when using blown-in p petted, and approved. (IPG tt or casual wood in contact with the ground or under the new building area. to match the adjacent roof color. insulation. (WSEG 502.1.4.4) 103.5.1.3) za f 2. Crawl Access: (where applicable),Accessible under-floor areas shall be provided Framing ; 41. Trusses must be designed b a registered design professional, in accordance with 66. Supply testing: Plumbing supply piping must be tested with working water 9 y 9 g p pressure or, except plastic piping, 50 psi at pressure. (]PC 60cl.4) ^. with a minimum 1V'44" opening if access is through the floor, and 16"x24" if '^' AN51/TPL1 standards. l v Y `la I I CJ 61. Drain testing: Plumbing drains must be tested with water filled to the hie htest vent access is through an exterior wall. Access shall be unobstructed by pipes, 9� 9 9 ^, heat ducts, etc. If access is through an exterior wall, alb inch wide by 24 inch in 42. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in any in system or 5 psi pressure. (IF . 112.2.3) ` '° depth must be provided in front of the opening. Through -wall openings must not 21. Cripple walls must be framed of studs not less in size than the studding above. way without the approval of a registered design professional. Addition of loads that ' �ii p p p 9pp 9 y pp 9 r be located under doors into the building. When exceeding 4 feet in height, such walls must be framed of studs having the size exceed the design load for the truss will not be permitted without verification that truss 6r Protection: All piping passing under or through a wall must be protected from g g g is ca ablr: of Supporting such additional loading. breakage. Approved provisions must be made for expansion of hot water piping. TIT required for an additional story. Cripple walls less than 14" high must have solid blocking p pp gVoids around piping passing through concrete floors on the rappropriately 3. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent or with sheathing on one side. Safety 9 g ground must be for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and : sealed. (IPG 313.1) provide cross ventilation, cover vents with corrosion-resistant wire mesh with General Requirements openings of 1/4" in dimension. Continuous) operated mechanical exhaust 22. Wood columns must be restrained to prevent lateral displacement at the bottom. q bq. Support: Horizontal piping must be supported at sufficient) close intervals to y p 43. Address: Every building must have its address plainly legible and visible from the t Y ` ventilation at a rate of 1 cu ft. per minute for each 50 sf of crawl space may be used. 23. Column and posts located on concrete floors exposed to weather, water splash or in street. Numbers shall be a minimum of 4" in height. prevent sagging. Pipe supports for AB5 may not exceed 4 feet on center. basements must be Supported b concrete piers or metal pedestals projecting above (I PC 314.5/314.5.1) pp y P� p p J 9 4. Foundation drains to be installed around foundations that retain earth and enclose the floors, unless approved wood of natural resistance to decay or treated wood is used. the 44. 5 Detectors: When work is performed that required a permit, or when a sleeping habitable or useable space below grade. Tiles, pipes, and other approved materials must pedestals must project at least 6" above exposed earth and at least 1" above such floors. room created, the entire building must be provided with smoke alarms. A 10. Water heater relief valves Trust bre provided with a drain, not smaller than the relief valve outlet, extended to the outside of the building " discharge by gravity or mechanical means to an approved drainage system. p p 1 p Smokealarm must be installed in each sleeping room and outside the sleeping room in the g and discharging downward 6-24 above grade. �+ • 5. Vapor Barrier: Cover ground at crawl space with min. 6 mil. black colored, moisture 24. Separation: there shall be maintained a minimum clear separation of 6" between imme iate vicinity. There must be at least one smoke alarm on every floor level. All LU Y smoke alarms must be hardwired and interconnected. any wood and earth, or the wood shall be of a type with natural resistance to decay or 11 . Hose bibs must be protected by an approved non-removable type backflow prevention barrier, laps to be 12" min. and sealed, and ends to extend up foundation walls a min. treated wood is to be used. <device. (IPG 603.5) tL 12". (W5EG 502.1.6.1) 45. GL ards must be installed when a floor or grade is 50" or more above an � 25. Place a vapor barrier of Tyvek or equal over all exterior walls. adjacent floor or grade that is 36" horizontally from the edge of the walking 6. Damp-proofing: Foundation walls enclosing basements below finished grade must be surface. Guards must be a minimum of 42" in height. Open guards must have intermediate rail9. Water heaters must be anchored or strapped in the upper and lower third of the lu damp-proofed. 26. To Plate: Exterior wood stud walls must be capped p p p g p tank to resist horizontal dis Ia..ement due to earthquake O p pped with a double top plate installed or ornamental pattern such that a s ere 4" in diameter cannot ass through, except the must be provided between pthe louver strap and the co tro s. (P2801diis)tance of 4 ' t , toe triangle where 6 is allowed, or at stairway guards where 4-3/S is allowed. P p s�-s Q to provide overlapping at corners and intersections with bearing partitions. End joints 9 v Z 1. Yard piping for water service shall be at least 12" inches below grade. Water must be offset at least 24". Exception: advanced framing shall be allowed with ^' Q pipes may not run or be laid in the same trench as the building sewer or drainage one top plate, provided all provisions of stud, rafter, joist, and truss locations are aligned. 46. Garage Floor: The floor surface in a garage must be non-combustible and sloped 73. Water heater pan: When a water heater is located where water damage may ♦ 0) unless both the following conditions are met: occur from a leaking water heater, a watertight pan must be installed beneath with a O < < a. The bottom of the water pipe, at all joints, shall be at least 12" above the sewer line. toward the garage door or floor drain. 21. Notches: an stud in an exterior wall or bearing min. 3/4" drain to outside of building. (P2801 .5) y g partition may be cut or notched to a � O .; b. The water pipe shall be placed on a solid shelf excavated at one side of the depth not to exceed 25% of its width. Studs in non-bearing partitions may be 41. Showers must have a nonabsorbent wall covering extended to 12" above drain inlet with z common trench with a minimum horizontal distance of 12" from the sewer or drain. o water resistant backing. 14. Seal: All plumbing fixtures, including toilets, must be caulked or sealed at their notched to a depth not to exceed 40/o of a single stud width. Any stud may be 9� x (UPC 60cl.2) p g 48. Furnace shall be installed to have a min, total clearance of 12" @ sides with a base. (IPG 401.2) bored or drilled, provided that the diameter of the resulting hole is no closer than 5/8" to the edge of the stud, and the hole is not located in the same section as a cut or notch. min. 15. Freeze Protection: All water lines to be protected from freezing. If water lines are clearance of 3" along sides, top, & back. If placed in a garage, set unit on a platform not located completely between heated space and insulated provide insulations Concrete and Reinforcing, Drillina: 1. A stud may be bored to a diameter not exceed ing 60% of its width, to p y p =` provided that such studs located in exterior walls or bearingpartitions are doubled and that as required to assure pipes are protected from freezing. Document Date: 8. Footing top surfaces must be level. Footings shall be stepped when necessary to p provide a minimum of 18' height above garage floor. change the top surface of a footing or where the bottomsurface of a footing exceeds not more than two successive studs are bored. 4q. Attic access: Provide min. 22 x 30 access to attic areas greater than 30 square 2. Approved stud shoes may be used when installed in accordance with the a 10% slope. feet. Construct with 5/8" GWB and capped with R-4q insulation. Provide plywood manufacturers recommendations. baffle Mechanical : Document Phase: q. Sleeves shall be provided to protect all piping through concrete and masonry 28. Fire blockingshall be provided to cutoff concealed draft openings (both vertical and at edges to contain adjacent insulations. Provide min. 30" verticle clearance above pConstruction Documents wall.(UPC 513.10.1) horizontal) and to form an effective fire barrier between stories, and between a top story opening. 16. Approval: No mechanical system or equiptment regulated by this code may beVP Iv.Y and the roof space. connected to fuel source until approved by the building official. " • ° 10. All footings to be placed on firm inorganic, undisturbed soil of 2000 psf(min) bearing 50. Stairs shall have a max. of 1" high risers and 11" deep treads. rovide a 1" toe rev. date remark capacity and to extend a min. of 15" below finished grade. Tie wall vertical reinforcing Install fire blockin at: overhang. Handrails shall be 34 to 36" above the toe, and be set 1.5" off the wall 11. Testin Gas i in must be tested at a min. ressure of 3 si. Gau es used 3/5/15 ITEM#32,NO NOTCHES NOTE steel to continuous footing steel. All reinforcing steel below grade to have 3 in 1. concealed Spaces of a stud walls and partitions, including furred spaces and and have a grip of 1 .5". for testing must have upper range of not more than 1.5 times the test pressure. embedment, parallel row of studs or staggered studs as follows: lap all rebar splices and corners 30 bar diameters. Unless otherwise noted on plans. a. vertically at the ceiling and floor levels. Energy and Envelope Notes: 18. Equipment in garages: Gas appliances generating a glow, spark or flame 2. All interconnections between concealed vertical and horizontal spaces such 51. Requirements: Check with the building department having jurisdiction prior to capable of igniting flammable vapors may be installed in a garage provided the pilots, s Ftia as occurs at soffits, drops ceilings and cove ceilings. bidding to determine if that building department has any special framing or backing burners, heating elements and switches are elevated at least 18" above the floor. ar. ° r 3 3. Concealed spaces between stair stringers at the top and bottom of the run. requirements to meet the energy codes or for any other reason. 4. Openings around vents, pipes, and ducts at ceiling and floor level, with an 7q. Clothes dryer ducts must be smooth metal and terminate outside the building. Page Z approved material to resist the free passage of flame and products of combustion. 52. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between Screens shall not be installed at the duct termination. Ducts may not be connected or 5. Site built chimneys and fireplaces, fire blocking must be a min. of 1" thick stories to be caulked /sealed. All holes in building envelope are to be caulked/sealed installed with sheet metal screws. Maximum duct length is 25'. the maximum length ` and supported on metal strips or metal lath. including but not limited to electrical, plumbing & HYAG penetrations. Outlets, switch must be reduced 2.5' for each 45 degree bend and 5' for each q0 degree bend. boxes and recessed fixtures on exterior walls or ceilings are to be caulked/sealed 2q. Headers: All openings in bearing and exterior walls are to be provided with a header with approved sealant, or have foam face gaskets installed. All recessed lights are to 50. Exhaust fans: Bathroom, laundry rooms,kitchens and similar rooms must be v as indicated on plan or plan ledger. be IC vented by an exhaust fan. Duct must be terminated outside the building and be not rated, air tight & sealed to surrounding surface. Rough openings around all windows less than 30. Stud partitions containing plumbing, heating, or other pipes shall be so framed and the & 3' from any opening into the building. Ducts in unheated space must be insulated to joist underneath so spaced as to give proper clearance for the piping. Where a partition doors to be sealed/caulked. R-4 min. (WA st VIAa 302.2.12) containing such piping runs parallel to the floor joist, the joist underneath such partition AOml Shall be doubled and spaced to permit passage of such pipes and shall be bridged. 53. All ceiling exhaust fan ducting to be insulated as per code & to have as few bends 81. Exhaust fan rating: Kitchen exhaust fans must be 100cfm min. Bathroom Where plumbing, heating or other pipes are placed in or partly in a partition, necessitating the as possible & to terminate at the exterior of the building. exhaust fans must be 50 cfm min. cutting of soles or plates, a metal tie not less than 1/8" thick & 1-1/2" wide shall be fastened to the plate across and to each side of the opening with not less than 4-16d nails. 54. Insulation to fill all exterior wall cavities. Do not compress. Gut to fit around wires, 82. Water heaters: Appliances located in garages shall be elevated at least 18 ., .>;h The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method pipes, & outlet boxes. Recessed fixtures in exterior walls to have min. R-5 insulation above garage floor. (P2601.6) in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. behind them. > n� .t z N 1 \a" " \ gg �hd n I � n l �. .r x P I� r Q C I x - �.r� _l � '•i I Y `t k ..."- � A -�_r. - ����- -- ,. • t 61.k 1:. ,n.*a"r..rc,rc a.. n1,a.•�.r�.�a*.: M�N — �- x fix i 5 k zt r �� tz yvw. Y za*+: L pa'' � ,^p✓ x x kc e I k ' y b x. rsb ti- SO IFF CO southeast Perspective AO. NT5 � <� .x OL LU kLU YFi y r V Q _ W, 2 FOR a �� ' v - 1 i x x' N C . >.> >= I, � Document Date. Ir — _ - 44 r T I I Document Phase. - _-_ — -- - - - --= - ---_ _- " . _-�.:.._..• ._ �� I,,,: I � � I I � — ---- - - _ —__- rev. date remark i r� .v f IF 1 -- t , � - Exterior b w �i to, ✓ O y 1 � " r i i .si `r F i(M.fel , _ -- --__- -- - Perspectives � y 41 n \ \ n v A 2 East Perspective AOm2 A0.1 NT5 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method ,r�.�h..le...rn.•.�N I�.•..•L�iMR.�A �...h.� ���+h...i.e,�w,MLL..�ol T.�N.•.. /n��r,o.�+•i..s+ho.loci..,. .•hr,��..d�..a.iF.�+i.•�e i<<.•Iolr r rrri+h Mi,in-1 T—R— 51TE PLAN GENERAL NOTES V-' -- • • • • �� '. • • �� • • • 1 • " EXISTING GRADE WA5 PREPARED PRIOR 1. THE CITY ENGINEERING DEPARTMENT MAY REQUIRE A MINIMUM o <Q `•, PROPERTY LINE N 89'09'17" E 131.61' 1 TO CONSTRUCTION, LEVELED AND 15'° GMP AT DRIVEWAY. SEE ENCROACHMENT PERMIT FOR 1 0 o w \ WATER PRELIMINARILY STAKED FOR LOCATION OF FURTHER INFORMATION REGARDING REQUIREMENTS. N N ••\ 1 ELECT. FUTURE 5TRUGTURE 1 1 T-- -----------------------------`------ ----- ----------------- - -- '----�------_I ° 2. A SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT. -1 I EASEMENT FOR ♦ i GAS REFER TO THE REPORT FOR ALL SPECIFIC REQUIRMENT5 WITH FUTURE GUL-DE-SAG �� REGARDS TO GRADING, EXCAVATION AND FILL. 1 I 001 \ ♦ if I UTILITY TRENCH LOCATION - PROVIDE ♦ ♦ PROTECTION FENCING ON ALL SIDES OF 3. ADDRE55 SIGNS AND PORT-A-POTTI SHALL BE ON THE JOB 51TE „+ 1 TRENCH. ALL TRENCH FENCING SHALL BE AT THE TIME OF FIRST INSPECTION. z \ ♦♦ 25'-O' REMOVED AFTER TRENCHES ARE BACK- ` ' 20'-0" \' ♦ FILLED. CONSTRUCTION ZONE FENDING 4. WATER SUPPLY PIPING SHALL BE PROTECTED FROM FREEZING Qa ♦ " SHALL BE RESET TO FOLLOW THE DRIVEWAY BY A MINIMUM OF 36" OF EARTH COVERING. WATER SUPPLY REAR YARD % 20'-0 EDGE. PIPING SHALL BE PROVIDED WITH AN APPROVED BACKFLOW *, 5ETBACK I 365 =r FRONTYAR0 SETBACK PREVENTION DEVICE AS PER SECTION 603, UPC. THE WATER JOINT UTILITY TRENCH GOM/WATER/ELEC/GAS. SERVICE SHALL BE INSTALLED 24" BELOW GRADE AT A LOCATION ` I `• p PROVIDE REQUIRED CLEARANCES BETWEEN ALL IN51DE THE FOUNDATION PERIMETER, EQUIPPED WITH A"STOP -,I fr w 1 UTILITIES AS REQUIRED BY UTILITY COMPANIES. COORDINATE ALL INSPECTIONS WITH INDIVIDUAL AND DRAIN"VALVE AND FITTED WITH A HANDLE THAT 15 READILY I AGCE551BLE. ALL WATER PIPING SHALL BE GRADED TO DRAIN. ••V , , I � ,; ;.r << :-r F ,�f '• UTILITY COMPANIES AS REQUIRED ORDINANCE qq-02. kNATERLINE TO BE INSPECTED BEFORE 1 i 5 f 1 ^ . LU \ 1 • COVERING. PE PIPE 15 PROHIBITED IF MORE THAN V IN51DE THE _ FOUNDATION. o O 1 • - r 5. A FULL ENCLOSURE ENGINEERED FOR THE PROPERTY 15 OE RECOMMENDED AT NATURAL GAS METER. VERIFY ALL 3 E REQUIRED CLEARANCES AND LOCATION WITH UTILITY PROVIDER `- - O s PRIOR TO INSTALLATION. V q } \ �- 1 1•'� i ' ( f.3 ` '� X '\ 6. GONTRAGTOR/OWNER TO PROVIDE ONSITE VEGETATION �. : 'a U N v O DEFENSIBLE SPACE FROM PROP05FO STRUCTURES IN 1 `•.\ i r 1 \ CONFORMANCE WITH ANAGORTE5 FIRE PROTECTION 015TRICT N MCL Q 3 $ 1 f \(A, Q ` STANDARDS. 1. CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION AND F � N . I J EXISTING AND ,� M I U MANAGEMENT OF ER05ION CONTROL MEASURES INCLUDING ,} " k U m N O N 1 I t\ PROPOSED I FIBER ROLLS AND ANY OTHER MEASURES DEEMED NECE55ARYA; � = r .- LIl 1= — � - 1 - `'• 1 ' n g a re. �� ACCESS 1 • ` TO PREVENT SEDIMENT FROM LEAVING THE SITE. CONTRACTOR (h •� I 44 15 ADVI5ED TO REFERENCE STORMWATER QUALITY HANDBOOKS 'ro � DRIVEWAY CONSTRUCTION 51TE BEST MANAGEMENT PRACTICES (BMP'S) MANUAL, STATE OF YYASHINGTON. ? ? QIS ni ate(• f 1 ` YIATER ,' a " 1 / h \ METER & 5. CONTRACTOR TO MINIMIZE EXP05URE TIME OF DISTURBED BOIL 1 370 \ f/ 1 ; VALVE AREAS BY PHASED CONSTRUCTION ACTIVITIES AND STABILIZING THE SOILS PROMPTLY. \ 6U�vd 1 1 \ q. CONCRETE WA5H OUT AREAS SHALL BE LOCATED ABOVE PROPOSED BMP'5 AND 10 CONTRACTOR TO DILIGENTLRY MO v AINTAIN THE TEMPORARY O y�0°\° ` = 1 CONSTRUCTION AGGE55 TO PREVENT SOIL TRACKING ON .� I� �t y, 1 - ti LINE F t �,�� \��C 1 -� SHOULD BE SWEPT AND REMOVEDIMMEDIATELY.O ROADWAY BUILDING f- 4 1 1 FOOTPRINT 11. CONTRACTOR TO WINTERIZE SITE AND PROVIDE A5 MANY PERMANENT SMP'S, LANDSCAPING ETC, A5 P0551BLE PRIOR TO [� o - � �� \i���V A �� •- � OCTOBER 15TH. - �`... f N Z 1 AT THE SITE I5 DIVERTED TO RECYCLE OR SALVAGE THI5 15 D 'f APPROXIMATE T`Q$E V FZIF 1 C� I 2 A MINIMUM OF 60% OF THE CONSTRUCTION WA5TE GENERATE W •Y/� / o - —/\ ` . �� \ ACHIEVED 8Y USING COUNTY PRE-CERTIFIED LAND FILLS ORTim r �<< �� < PO�gTA P TI` `V IMPLEMENTATION OF A WA5TE MANAGEMENT PLAN. WA5TE LOGlyTYON MANAGEMENT PLAN SHALL BE PRE-APPROVED BY C i \°` , 1 I ENVIRONMENTAL SERVICES DEPARTMENT. p ,. i i r ff , D;�xr �\iS` �*� a. u+ IW O 1 Z i P �:- . ` o W 13. A ONE WAY GLEANOUT 15 REQUIRED WITHIN 5 FEET WHERE THE rn Z SEWER LATERAL EXITS THE STRUCTURE FOUNDATION. v �� - � � � �" � \�.��� �\� '"•,�"�' N r, � � N J GLEANOUT BOXES SHALL BE SET TO GRADE WITH LIDS LABELED C A5 "SEWER". GLEANOUT MUST REMAIN ACCE551BLE AND MAY NOT BE COVERED BY PERMANENT TILES, ROCK, ETC. bo a 14. ALL SEWER FACILITIES SHALL MEET ANAGORTES SANITARY V J \ 1 O DISTRICT CODE REQUIREMENTS. \ (N)400 AMP C) �C q� o a ELECTRICAL \ W Z 15. ORANGE PLAT M - � V i ' SERVICE SIG MESH FENCING 4' 0" TALL SHALL BE INSTALLED 1 N TO DEFINE THE CONSTRUCTION ACTIVITY ZONE. ALL V INSTALL GLEANOUT Q, N, CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO THI5 AREA. O OX O A, FENCING SHALL DELINEATE ALL TRENCHES AND BE LABELED "SEWER" 5� °�° `• W REMOVEABLE AT THE DRIVEWAY AGGE55 POINT ONLY. (K INITHIN �0" OF _ N Y w BUILDING M` 16. ALL (E)TREES INSIDE THE GONTRUGTION AGGE55 ZONE SHALL LU BE PROTECTED WITH 2X6X6'WOOD STRAPPING AT THE TRUNK Q O OF TREES LARGER THAN 10" IN DIAMETER. ALL TREES SHALL BE V Z FOUNDATION O L PROTECTED WITH PLASTIC MESH FENCING 4'-0"TALL AT THEIR ^I < DRIPLINE5. TREES IN CLOSE PROXIMITY OF EACH OTHER MAY BE PROTECTED AS GROUPS: ALL EXCAVATION INSIDE THE Q ! \ W \`` • DRIPLINE OF TREES SHALL BE DONE BY HAND WITH NO HEAVY 7 EQUIPMENT. _ 1 i\375 'I \� - ' 11. STORM WATER DRAINAGE MANAGEMENT SHALL BE ~ - 7m �> IMPLEMENTED PRIOR, DURING AND AFTER THE START OF CONSTRUCTION. 1 ■ O CL Xsnk� " s 18. OUTDOOR FIREPIT5 SHALL ONLY BE PLUMBED FOR NATURAL 1 Ej w 1 GAS AND A FIREPIT KIT WILL BE INSTALLED. Q Document Date: T 1q. ALL STANDALONE SPAS SHALL BE INSTALLED WITH AN A5TM - LISTED LOCKING INSULATED SECURITY COVER. X 1M 1 i Y 1 ■ - •\ 20. ALL DISTURBED AREAS WILL BE REVEGETATED WITH APPROVED Document Phase. IL III FOREST UNDER5TORY OR UPLAND MEADOW SEED MIXTURE, 1 i Q 1 \ WHICHEVER 15 MORE APPROPRIATE AND ALL AREAS OF Construction Documents ■ EXPOSED SOIL WILL BE STABILIZED WITH PINE 5TRAW OR MULCH • F� _� x I A PRIOR TO SUBMITTING FOR FINAL RELEASES ��' "� � " .'• _ 1 •� 21. ANY BOULDERS NON-NATIVE TO THEIR LOCATION SHALL BE rev date remark 3/5/18 5ET5ACK5 REMARK BURIED 1/3 DEEP 50 A5 TO APPEAR NATIVE. 2 Q 3/5/13 CONTOUR ELEVATIONS 22. BBQ HOOD SHALL BE PROVIDED WITH A COVER FOR FINAL g \ RELEASE. 1 " _ 23.ALL INFILTRATION BASINS SHALL BE REVIEWED WITH fr ;s 1' "------------- ----------------- ------�---------------------------- ----------------- --------- s--- `. ARGHITEGTUREREVIEWATTHEPREGONSTRUGTIONMEETING R F v' `. .a °a FOR EXACT PLACEMENT RELATIVE TO NATURAL VEGETATION. N 89'09°17" E 173 84'. _ • \ Existing Site \ P O E Plan �380 1 1 Existing Site Plan - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� NORTH The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael TraRon. Ownership of the design,plans and specifications is solely with Michael Trafton. . ER05ION CONTROL MEA5URE5 AND BEST MANAGEMENT PRACTICE5 —� � IS y ■ ■ �� . ■ ■ ■ IS �� ■ i® ■ ■ 1. ALL AREAS OF 51TE DISTURBANCE SHALL BE IDENTIFIED BY THE INSTALLATION OF PERFORATED PLASTIC o Q< •, PROPERTY LINE N 89'09'17" E 131.51' I FENCING WITH A BRIGHT CONTRASTING COLOR 50 THE AREAS OF DISTURBANCE ARE CLEARLY w m IDENTIFIED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE FENCE SHALL BE MAINTAINED t, m THROUGHOUT THE CONSTRUCTION PERIOD -------------------------------- -------i ` 2. FIBER ROLL BARRIERS SHALL CON515T OF MILLED WOOD OR OTHER NATURAL FIBERS SEWN INTO A EASEMENT FOR CIRCULAR WEAVE FABRIC. FIBER ROLLS SHALL BE INSTALLED ON THE CONTOUR LINE PERPENDICULAR w Qlj) FUTURE GUL-DE-SAG ■ j TO THE SLOPE DIRECTION AND KEYED INTO A CONCAVE TRENCH OF AT LEAST THREE INCHES OF DEPTH. ROLLS SHALL BE STAKED ON BOTH SIDES EVERY 12"STAGGERED. WHEN TWO ROLLS ABUT THE ENDS % i 25-0" SHALL CREATE A TIGHT JOINT TO PREVENT SEDIMENT FROM ESCAPING. DRAINAGE NARRATIVE■ ` 3. ENTIRE AREAS BELOW DECKS SHALL BE COVERED WITH 6" DEEP 3/4"GLEAN DRAINROCK 20'-0" 20'-0" • 20 0 ' REAR YARD 3(j5 , FRONT YARD 4. PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE PRACTICED •- SETBACK I Proposed site encompasses 51,33'I square ft. of natural SETBACK THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD vegetation, fir trees, maple trees and alder trees, \ i C] I 5. UNUSED CONSTRUCTION MATERIALS, DEBRIS AND EXCAVATION/GRADING MATERIALS SHALL BE GLEANED F n approximately 11 ,461 square ft. will be planted in local N ul I AND REMOVED FROM SITE. 1 \ grasses and shrubs which will meet or exceed the 20 /oI. b. STORAGE OF ALL CONSTRUCTION MATERIALS AND PARKING SHALL BE RESTRICTED TO AREAS THAT ARE \ requirement. LU \ I ■ CAPABLE OF ELIMINATING DEBRIS FROM BE CARRIED OF SITE BY BOTH PEDESTRIAN AND VEHICULAR w TRAFFIC. \ Agentle slope from the southwest to the northwest will provide � \ sufficient drainage for the new single family home to be o O \ I ■ r 1. DRIVEWAYS AND CONSTRUCTION ACCESS SHALL HAVE TRACK OFF CONTROL. PRIOR TO WINTER C, •'\ CONSTRUCTION (1 ST OF MAY- 15TH OF OCTOBER, ALL CONSTRUCTION ACCESS POINTS SHALL BE v \ located on the site, the proposed storm water from new (N LU COVERED WITH GRAVEL OR CRUSHED ROCK. FIBER ROLLS SHALL BE PLACED ALONG FULL ACCESS _ O \ construction will be controlled with ~ \ I WIDTH AND RETURNED 3 FEET UP5LOPE DURING ALL CONSTRUCTION ACTIVITIES. FIBER ROLLS MAY BE utters and downspouts to 1'\ I MOVED DURING ACCE55 ONLY AND RF-PO51TIONED IMMEDIATELY. FIBER ROLLS SHALL BE REPLACED IF splash blocks that will utilize full dispersion to the site. X THE ROLL DETERIORATES DUE TO CONTINUED REPOSITIONING OR DAMAGE DUE TO ANY CONSTRUCTION ?`' v N O \ 1 ACTIVITIES i n -- -' r 'D IX - �S "ytc�h� hbn• 1 5. IF CONSTRUCTION ACTIVITY WILL OCCUR BETWEEN 15TH OF OCTOBER AND THE 15T OF MAY, DRIVEWAY5 :, M tri a Q 1 I SHALL BE PAVED IF THE SLOPE OF THE DRIVEWAY EXCEEDS 10% OR IF THE DRIVEWAY WILL BE USED FOR „ t N +`' O N �. THE STOARAGE OF MATERIALS OR VEHICULAR ACCESS. ' •° `� EXISTING AND 1 � � � Ui � i PROPOSED I I. ol. ALL AREAS OF SITE 015TURBANCF SHALL BE COVERED WITH 2" SHREDDED REDWOOD MULCH OR s v n C � building area ACCESS I ■ 1 \ HYRD05EEDED FOR WINTERIZATION AS WELL A5 AREAS THAT ARE NOT LANDSCAPED AT FINAL GRADING. t ' 13 tom+ rJ ' LIMITS OF CONSTRUCTION ZONE DRIVEWAY I 10. ALL DIRT STOCKPILES AND AREAS SHALL BE COVERED WITH VISQUEEN AND 5TAKEO/WEIGHTED TO \ PREVENT MOVEMENT OF BARRIER DUE TO WIND. "_ ACTIVITY AREA TO BE DEFINED Q�il I I " vt+` G@c WITH PLASTIC MESH FENCING O ! I \ ( � �I 48"TALL TO FULL PERIMETER OF Gj� 11. ALL DISTURBED AREAS THAT ARE SLOPED UP TO A 3:1 SLOPE SHALL BE COVERED WITH HYRODSEED AND 370 \ h CAZ BMPC233 ,L, I OR WOODCHIP MULCH. SLOPES EXCEEDING 3:1 SHALL BE FIRST COVERED WITH A BIODEGRADABLE GEOTEXTILE FABRIC INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND HYDR05EEDED. \ 12. FILTER FENCE REQUIREMENTS &v' A. SILT FENCE SHALL BE CONSTRUCTED BEFORE UP5LOPE LAND DISTURBANCE BEGINS. W*` � }I ■ i \ B. ALL SILT FENCE SHALL BE PLACED A5 CL05E TO THE CONTOUR AS POSSIBLE 50 THAT WATER WILL NOT ' CONCENTRATE AT LOW POINTS IN THE FENCE AND 50 THAT SMALL 5WALE5 OR DEPRESSIONS WHICH 0 MAY CARRY SMALL CONCENTRATED FLOW5 TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH. • r . y r s e \ ��l � ,. I •\ G. TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL $ \ •� ,• I BE CONSTRUCTED UP5LOPE 50 THAT THE EN05 ARE AT A HIGHER ELEVATION. o A \:, A r�, 61 A LU AP1?ROXI�IA- TO Y RIFIED ■ D. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. w Z ( 'a ���'; � � �- `� ys-' y I W E. WHERE POSSIBLE,VEGETATION SHALL BE PRESERVED FOR 5 FT. (OR A5 MUCH A5 POSSIBLE) UP5LOPE co I ' , FROM THE SILT FENCE. IF VEGETATION 15 REMOVED, IT SHALL BE REESTABLISHED WITHIN I DAYS FROM THE INSTALLATION OF THE SILT FENCE. �V N W r ■ 1 F. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN. ABOVE THE ORIGINAL GROUND SURFACE. b IL Z C \ \ \� \.. o W G. THE SILT FENCE SHALL BE PLACED IN A TRENCH GUT A MINIMUM OF b IN. DEEP. THE TRENCH SHALL BE • . a y / I o JZ GUT WITH A TRENCHER, GABLE LAYING MACHINE, OR OTHER SUITABLE DEVICE WHIGH WILL ENSURE ADEQUATE UNIFORM TRENCH DEPTH. • �^� � �; = \` ' ' � H. THE SILT FENCE SHALL BE PLACED WITH THE METAL STAKES ON THE DOWNSLOPE SIDE OF THE GEOTEXTILE AND 50 THAT THE 8 IN. OF CLOTH ARE BELOW THE GROUND SURFACE. EXCESS MATERIAL i 1 t I d SHALL LIE ON THE BOTTOM OF THE 'AN. DEEP TRENCH. THE TRENCH SHALL BE BAGKFILLED AND6 CC)v O COMPACTED. Z Nix o. 1 I. SEAMS BETWEEN 5EGTION5 OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF EACH ul V SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND. V O Q 1 J. MAINTENANCE -SILT FENCE SHALL ALLOW RUNOFF TO PA55 ONLY A5 DIFFUSE FLOW THROUGH THE N B- „ GEOTEXTILE. IF RUNOFF OVERTOP5 THE SILT FENCE, FLOW5 UNDER OR AROUND THE ENDS, OR IN ANY `l OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, A5 O LU \ \ \• $ APPROPRIATE: 1)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, 2)ACCUMULATED SEDIMENT / \ I SHALL BE REMOVED, OR 3) OTHER PRACTICES SHALL BE INSTALLED. LU Q 13. CRITERIA FOR SILT FENCE MATERIALS Q I I ' / \•, i �� � i 1 ,�� � \•I � A. FENCE STAKES -THE LENGTH SHALL BE A MINIMUM OF 32 IN. LONG. STAKES SHALL BE HEAVY GUAGE � \ j i - p / \ ■ GLAVANIZED METAL. THE MAXIMUM 5PACING BETWEEN P05TS SHALL BE 10 FT. \•i IL j \ B. SILT FENCE FABRIC SHALL HAVE A WIRE BACKING AND MEET THE FOLLOWING CRITERIA(SEE CHART O2 V Q� \�11 ■ BELOW) 1 375 - LU I Ism,+� \ LUAME FABRIC PROPERTIES VALUES I GRAB TEN5ILE STRENGTH 90 LB. MIN. ASTM 01b OD MULLEN BURST STRENGTH 150 P51 MIN. A5TM D 31bb I - '1° /' I SLURRY FLOW RATE 03 GAL/MIN/FT MAX. US 5TD. SIEVE CW-02215 < - - (,.J F I EQUIVELANT OPENING SIZE 40-&0 A5TM - G -26 Document Date: Q _ \I ULTRAVIOLET RADIATION STAB. qO% MIN. - ■ i \• 14. INFILTRATION TRENCH INSTALLATION I \ A. INFILTRATION TRENCHES SHALL BE INSTALLED LEVEL WHERE POSSIBLE. ON SLOPES, THE TRENCH 51ZE Document Phase: i I \ ""MAY BE REDUCED TO 1 b WIDE BY b DEEP AND FUNCTION SOLELY AS CONVEYANCE STRUCTURES. AT Q Construction Documents ■ THE LOW POINT OF THE CONVEYANCE TRENCH A DRYWELL MUST BE INSTALLED SIZED TO THE SAME \ VOLUME AS NOTED FOR THE TRENGH. AN ALTERNATE METHOD 15 TO PROVIDE STEPPED TRENCHES WITH STONE BAFFLES THAT ALLOW FOR LEVEL D15TRIBUTION OF THE RUNOFF INTO THE TRENCH. • �� rev. date remark ' • I t, B. INFILTRATION TRENCHES LOCATED INSIDE THE DRIPLINE5 OF TREES SHALL BE EXCAVATED BY HIND TO HELP ELIMINATE THE POTENTIAL DAMAGE TO THE TREES ROOT BALL. SHOULD TAP ROOTS BE I ENCOUNTERED, SPAN THE TRENCH AROUND THE TAP ROUTE WITHOUT DAMAGING THE TAP ROOT. O I C. INFILTRATION TRENCHES AND ORYWELLS SHALL BE LINED WITH LARGER STONES AT THE PERIMETER. ` I \'• PLACE GEOTEXTILE FILTER FABRIC OVER LARGER STONES AND THEN FILL 3/4" DRY GLEAN GRAVEL OVER �.--------------------------- ---7- ------------�---------- \, THE FILTER FABRIC FLUSH TO GRADE AY _ _________________ _'. D. INFILTRATION TRENCHES ALONG DRIVEWAYS SHALL BE INSTALLED IN A SIMILAR FASHION TO DRIP LINE Co nst ru ct i o n \ m N 89'09'17" E 173.84'\ f \` ■ TRENCHES. THEY MUST BE INSTALLED A5 CL05E TO LEVEL AS POSSIBLE. WHERE THE DRIVEWAY 15 \ _ SLOPED, THE TRENCH WILL ACT AS A CONVEYANCE SYSTEM TO A LARGER DRYWELL AT THE BASE. \ PROPERTY LINE "/, / SLOTTED STEEL DRAINS MAY BE INSTALLED IN STEEP DRIVEWAY5 IN LIEU OF THE CONVEYANCE TRENCH. ` "" \ IN THI5 CASE THE DRIVEWAY MUST NOT HAVE GROSS SLOPE IN ORDER TO ALLOW ALL THE RUNOFF TO Management ENTER THE DRAIN. THE DRAIN WOULD THEN DISCHARGE INTO A DRYWELL SIZED FOR THE VOLUME OF THE INFILTRATION TRENCH. s 15. THE GOAL DURING CONSTRUCTION 15 TO MINIMIZE OR COMPLETELY ELIMINATE THE POTENTIAL FOR Plan \ �380 m pa rks d e e a S e e n -f � "".• ' ER05ION AND SEDIMENTATION UNTIL THE FINAL BMP'S ARE INSTALLED AND FULLY FUNCTIONING. IT 15 \ i THE CONTRACTOR'S RESPON51BILITY TO INSTALL, MAINTAIN AND MAKE EFFECTIVE ALL BMP MEASURES i JESSERUSS TO MAINTAIN THI5 GOAL WITH ALL TEMPORARY AND PERMANENT BMP'5. PERMANENT BMP'5 ARE SIZED FOR A 20 YEAR/1 HOUR STORM AND IF INSTALLED PROPERLY CAN HELP PREVENT THE DISCHARGE OF • DEGRADED RUN-OFF WATER FROM CONSTRUCTION SITES AND COMPLETED PROJECTS. WHILE Al m2 EXTENSIVE MEASURES ARE IDENTIFIED ON THESE PLANS, THE CONTRACTOR MUST VERIFY THAT THE \ INSTALLATION MEETS THE VARIOUS UNANTICIPATED VARIABLES THAT ARE COMMONLY ENCOUNTERED NORTW 1 Construction Management Plan DURING THE CONSTRUCTION PROCESS. The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. • kL. 6 °""`'` "" —•� . -- • LANDSCAPE PLAN REQUIEREMENTS: •• PROPERTY LINE N 89 0917 E 1.61' s \ - s \ z ---- ----------- :------------------------------------ -- ---- ---- � i -A I Per AMC chapter 16.50: • One (1) tree unit credit is required per 1 ,000 square ft. of land area. . x z \ • Current square footage of existing lot = 57,337 square ft. v I I Tree units required 57 - 365 I Table 16.50.070(0)3 Tree Unit Credits \ I Existing tree 2" to 5" d.b.h. ry ,. \ •\ 1 tree unit per tree retained and protected ' Y1 ' I Existing tree 5.1" to 10" d.b.h. }� K 2 tree units per tree retained and protected Existing tree 10.1" to 25" d.b.h. X�r I i 5 tree units per tree retained and protected S \ \ I ' • i Existing tree 25.1" d.b.h or larger 0 \ natural vegetation to remain \ I 5 tree units per tree retained and protected \ New or replacement tree I " 1 tree unit per tree planted See SectioniU l v rn v v� v 20% of site to be landscaped W` o v 11 ,467 square ft. of existing/proposed landscape required ' N Q • riUS A I ; 370 I \ I I propsed lawn area TREE UNIT CALCULATION : 1 a � s propsed lawn area 4" dia.(1) tree unit a ♦ low shrubs § 6" dia.0 .5) tree unit _ "; o � 5" dia.(2) tree units ^, i t ` r � � s ,.• � 2 12" dia.(3) tree units Z of F,r"' x ,rt 24" dia.(6) tree units t .. i r ' low s;irubs cN�t W i % / i, p I 36" dia.(9) tree units o a a� A •c °� I Z a oC��i � i �z i tree units F• � I N w �. • 0 x ' rm W 0 \ EXITING TREE UNIT: : Z LU \ 3 N I 57 TREE UNITS REQUIRED v F \ propsed lawn area I • 221 EXISTING TREE UNIT EXISTING ON PROP05ED 51TE -A 111 12 LU 11 LANDSCAPE NARRATIVE: v O o { i • Proposed site encompasses 51,337 square ft. of natural vegetation, fir trees, maple trees and alder trees, Q o o I approximately 11 ,461 square ft. will be planted in local grasses and shrubs which will meet or exceed the -� i ■ 20% requirement. 375 z.• A gentle slope from the southwest to the northwest will provide sufficient drainage for the new single family ' o home to be located on the site, the proposed storm water from new construction will be controlled with e i i .z gutters and downspouts to splash blocks that will utilize full dispersion to the site. I Document Date: I 2 � l� z i ` Document Phase: W natural vegetation to remain I Construction Documents ° 2 I ra rev. date remark : I — . . _ • V ----------------------------- ` - . a ••v 3 3 N 89'09'17" E 173.84'v� � landscape \ , •> PROPERTY LINE ' v. � plan 1 380 v Al m3 NORTW The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method s!.. in whole or in part 15 prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications Is solely with Michael Trafton. G RE OVER , t LANDSCAPED AREA I RETENTION AREA. PERMEABLE 501L MIX f� DRIPLINE FROM ROOF EAYE SOIL/COMPOST/SAND r s;e -- 2X2WOOD STAKES @46" O.G. MIXTURE. PROVIDESWALE �I LILUREV�oMATERIA NATURAL TONARD5 CENTER TO FORGE OR LANDSCAPING WHERE P( DRAINAGE INTO RETENTION 5HONN 3" OVER TOP OF r 7EVICE �I TRENCH 1NE TRENCH KITH FILTER 2" DIAMTER FIBER ROLL fr, SEDIMENT RETENTION 1 l I ALIGN TRENCH 50 THAT THE i BARRIER a _ )VERLAP FABRIC A MIN. OF b" ( � DRIPLINE IS 1/3 THE TRENCH ABRIG ON ALL SIDES. i NIDTH ON THE BUILDING SIDE • ON TOP LINE TRENCH WITH FILTER 3/4 GLEAN DRAIN ROCK ABRIG ON ALL SIDES SET FIBER ROLL IN 3" DEEP t; I VERLAP FABRIC A MIN. OF 6" TRENCH ALNAY5 PARALLEL a — 3"-5" LARGER STONE LINING - -" g TO GOUNTOUR LINES NOT COUNTED IN TRENCH. j y t,;,d ' N TOP OF TRENCH ,• n ' (PERPENDICULAR TO SLOPE) �^' ' ' � - SIZE �,.�,� r i 1 �_ '� ' ;w '4- 3/4" GLEAN DRAIN ROCK a GOMPAGTED BASE OVER lOMPACTED SUBGRADE 1 t,l�. ! •4 ' r ' � —; ,_5" LARGER STONE LINING- stir d OT COUNTED IN TRENCH E ' 4" VIA. PERFORATED PVG PIPE f .,�;., ,, ' � ;�'#r �. ,, �l� r - r. � , � ,� IZE � '• ., �` , . �"�`,r+'� r�d,, � Y ,,, IN FROM CONVEYANCE � ` � � �',�r.- , s•, > w }� TRENCHES �I .� r, f 2 Y �"HIDE X 6" DEEPro REFER TO 51TE PLAN �f ONVEYANCE TRENCH N/4" � E INFILTRATION SCHEDULE FOR IAMETER PERFORATED PIPE pi E ACTUAL 51ZE OF RETENTION r _ ONNEGTED TO BIO 13 @) p� I + y AREA AND 51ZE ACCORDINGLY _ ETENTIDN AREA OR TIED TO $ 3 OCKLINED 5NALE - SLOPE Q $ d •_ 4 'ERF PIPE MIN. 2% DOWN TO M to .i AGH TERMINATION ELEMENT t +` O N ti`.? - - "• - S d' Ov to �' tp 2 cO M 4) E "t M cn °? � �.. I 1 Fiber Roll Temporary BMP 6 Bio Retention Area3 Conveyance Trench At1 .4 N75 At1 .4 NTS �1 •4 NT5 I � -ARRY LO05E NATURAL "ILL/REVEG MATERIAL AND - FIBER ROLL BEYO` L OR LA NDSCAPING NHERE y RAISED BOULDER(10-16') T R�NGH3" OVER TOP OF � VqN s a ENERGY D155APATOR EVERY 2" GALV. MTL. 5TAKE5 @ 5-0„ 50' O.G. SET 24"ABOVE GRADE - AG PAVING 3-8"STONE LINED SWALE, 24" ¢_ .-"" W 1,0,0('� WITH MIN. 8" EMBEDMENT HIDE- PITCH AT MIN. 2% W NIDEN TO 42"AT 0155APATOR LINE TRENCH VqITH FILTER - PERMEABLE FILTER FABRIC r ABRIG ON ALL SIDES. NI HIRE BACKING SET b" " b OVERLAP FABRIC A MIN. OF b" BELON GRADE KITH A MIN. 4" '�� •" A55 PIPE FROM CONVEYANCE )N TOP RETURN KEY BELOW GRADE TRENCH ' - " 5l4"GLEAN DRAIN ROCK LINE BOTTOM OF SWALE WITH < i i - '' x � r � � 3"-5" LARGER STONE LINING - FILTER FABRIC "� `'', NOT COUNTED IN TRENCH 51ZE tu • u Y ,t SET STONES PLUSH TO �- �' 1 REFER TO SITE PLAN - - REVEGETATEDAREAS = ' INFILTRATION TRENCH ' 'GHEDULE FOR PLAN LU JE5IGNATION AND SIZE. LU REFER TO LAN05GAPE PLAN. ;RLO5E A5 POSSIBLE TO BEATOED A5 q SURFACE 5WALE5 SHALL BE LANDSCAPED WITH SMALL EVEL. WHERE COMPLETELY ^, `� Q BOULDERS AND NATURAL EVEL, INSTALL 4" PERP. PIPE ` v10 VEGETATION TO TRANSITION ;-dATER. IF GRADING O EVENLY DISTRIBUTE O THEIR APPEARANCE KITH -<EQUIRE5 INSTALLATION ON O THE NATURAL LAN5DGAPE LOPED SURFACES rd < as -XCEEDING5%, INSTALL ' ~ STEPPED TRENCH 4 Filter Fence Temporary BMP 5 5waIe 2 Driveway Infiltration Trench A�1 .4 N75 ? 1 .4 NT51 .4 NT5 Document Date: Document Phase: Gonstruction Documents rev. date remark I� BMP Details Al ■ 4 {I 1 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. - °" FOUNDATION NOTES: foundations; CID MI O OFextend footings to firm undisturbed soil, `vJ assumed bearing capacity of 1500psf. all 34'-11" exterior footings shall extend a minimum of 1' b" I below adjacent exterior grade. REFER TO i STRUCT. I 4 q t F'c=2500 psi @2b days. minimum 5-1/2 sacks of r 4"0" <1 21'-3" cement per cubic yard of concrete and maximum per q4# sack of cement. of b 3/4 gallons of water no special inspection ` 3'-0, 4 11- 4'-1" ` 4" condYete patio over required. maximum sized aggregate is 1 1/2 - - 4' compact fiINsand inches. +a+ f _ ■ ` ■ � - i maximum slump is 4 inches. all phases of work _ „ t ■. i i pertaining f 5 2' b' 12 S' 5 I- ' - -1 3'-q" to the concrete construction shall conform to o i building code requirements for reiforced concrete.all o i reinforced steel, dowels, anchor bolts, and other inserts prior to o pouring concrete. anchor bolts for pressure C13 - __i ! i--_! i_ i i- - ■ i -- treated sill plates to foundation walls to be 5/8 j a (3j� M inch diameter with a) 3 0 U- C 1 inch minimum embedment into concrete and 4 1 fl r .5' 4 - maximum spacing of 2 feet on center. minimum 2 o 1 �� U; -- I i bolts per sill late piece. dipped I a s5D I i i ( p p p ipped galvanized v a Cl a ----- -- - ------ i 1 i '+'` �° .� �Y U to •tA i I_ connectors shall conform to astm a 653m class g _v �_.' _ O 55. stainless steel fasteners and connectors 1 m y _ v shall be type 304 or 316. Simpson product ' ■ d finishes corresponding to these requirements are _ , i 6 ssD ssv I v zmax (hot dipped galvanized) and sst 300 �� ; � D 55Dess eners or pressure �x, .,.'�.d4 ✓'.ra r `fCa° ' p r u' i and fire-retardanttreated wood hall be zmax hot I detail #q Sim. typ. footing �- i ss D dipped galvanized (g185), stainless steel, or shall I___ rev D 2 0 meet astm 153 requirements per ibc. section 2304.q.5 and im section 31q.3. i - - -- - ---- --- ------ ---- ------------ 4 0 4 5 41 p 4'-6" 4 q 0„ � typ. footing -- -- -- -- reinforced steel; T� Slope garage slab 2016 ^' Vapor Barrier: Cover round at crawl " ' i` i t all reinforcing steel shall be placed in conformance ` space with min. 6 mil. lack colored, 16 1___ i i____i __ i with the building code requirements for reinforced ^■ Ventilation: All under-floor areas shall be + 2-GARAGE concrete and the manual of standard practice for ` v provided with 1 sf of foundation vent p 2'-1" 2'-10 3' 0 ,11 p and sealed, and ends to extend up reinforced concrete construction by crsi. deformed �J moisture barrier, laps to be 12" min.- 55D for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and foundation walls a min. I reinforcing steel bars shall conform to astm a- within 13 grade provide cross ventilation, cover vents with 3 12". (W5EG 502.1.6.1) ssD °r ssv 5so p 8 40 for#5 and smaller reinforcement and grade for ■ corrosion-resistant wire mesh with ssv openings of 1/4" in dimension. Continuously '- #b operated mechanical exhaust ventilation at a �. t i CRAWLSPACE 4" concrete slab floor with ry and larger. all reinforcing bar bends shall be made 6 x b w1.4 x w1.4 over cold with a minimum radius of 6 bar diameters (1'- rate of 1 cu ft. per minute for each 50 sf of o p 4" concrete ad over 1"minimum) 4" compact fill/sand over b p crawl space may be used. E____ m corner bars (2' 0" bend) shall be provided for all m mil. vapor barrier 4 compact fill/sand 5-2 5-2 5'-2" 3-10 4-5" horizontal reinforcement. lap all bars a minimum of 46 ba . (1 � 2'-0" � bar diameters unless noted otherwise. unless note V l --+ typ. footing otherwise on the drawings reinforcing steel shallLU -- -- ' ' t i --I i- -i i---i i ---i i---' i- have LU �L 1 ;i _ I t I i I I I the following minimum cover: v �J >' Foundation drains to be installed around i - i i-�- i 15 i_- - i_�_ ' i i sD or ss 0. 4' perforated drain ___ _ x foundations that retain earth and enclose pipe set in min. 12" = 550 = i i i e concrete cast against earth 3 inches < d q i i concrete exposed to earth or weather W habitable or useable space below grade. drain rock S stemwall r tiles, pipes, and other approved materials `~ - i____I L__i - #6 through #18 bars 2 inches � O 'V must discharge by gravity or mechanical 1'-4"footing means to an approved drainage system CRAWLSPACE � ' 2 10 #5 bar and smaller 1-1/2 inches ` d or irrigation. v 1'-0" __ __ _ _ _ O Gravel Access: Accessible under- F. Ityp. mudsill P.T. floor areas shall be provided with a - - E O Yard piping for water service shall be at 2 x 6 w/ 5/8"dia. ------ .�} z Damp-proofing: . ` i minimum 1 S"x24' opening, access least 12" inches below grade. Water V _ Foundation walls below anchor bolts @ 7 - ' shall be unobstructed b i es,y p'p pipes may not run or be laid in the same finished grade must be 1 24" o.c. w/ galy. i heat ducts, etc. trench as the building sewer or drainage damp-proofed. ssD 3"x3"x1/4" plate 5/8" anchor bolt must CRAWLSPACE r unless both the following conditions are met: and washer be installed within 4- o a. The bottom of the water pipe, at allM "� r or @ 2 0 min. O.G. 3/S"-12" from ea. end cv '- oints, shall be at least 12" above the sewer J , �` r r 12" from corners of mudsill + line of 1st floor walls above i - 2 ;n crawlspace line. Document Date: --- _ ■ access b. The water pipe shall be placed on a 55D - 15.7 Boll o O --- __ -- -- -- - -- -- -- -- -- - - - - - - - - h with o 'd shelf excavated side of the 5 common trench minimum Document Phase - horizontal distance of m the sewer or I 4". concrete patio over 11 or 12 _' Ventilation: All under-floor areas shall be drain. ■ �� ■ 4" com act�flll/Sand ��_--o.s..LV _ " ,.,� ssD 55D ■ ■ �; fists t s� c r f " r`k,3�r FF p % i i -- -i provided with 1 sf of vent Ee m ■ `' i F F for each 150 sf of floor area. Locate vents , r `1 ' 10" i,_! i_ i 4" concrete pad over '- r a 4" compact fill/sand within 3 feet of corners as practical and rev. date remark r o provide cross ventilation, cover vents with Q 3/5/18 PNGHOT BOLTS omit stairs corrosion-resistant wire mesh with for bid I openings of 1/4" in dimension. i i i i rr purpose V Continuously operated mechanical i -- i--- i--- --- `._ ■ ------ --- -- exhaust ventilation at a rate of 1 cu ft. per 5 CO vI minute for each 50 sf of crawl space may D Sim. ED 6, 0, be used. 4'-0" I A Foundation r Plan O OE O V1 llie 1 FOUNDATION PLAN NORTH A2m A2. 1/4"=1'-011 212ME �nat,:.Eq # yThe use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method " xin whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of thedesign, plans and specifications is solely with Michael Trafton. ' °'� General Notes, SHEATHING NOTE: *ICAB'E SIDING 1. all dimensions are face of stud unless THIS DETAIL ISJOISTS - otherwise noted. t WHERE FLOOR JOISFLASHING FOR ' PARALLEL TO DECK WATER TIGHTNESS ,1 2. see sheet foundation plan for additional zDECKING CO framing notes.OD OF . -' 3. all exterior walls are 2 x 6 @ 16" o.c., unless APPROVED JOIST HANGERS ; j ! othen.Ulse noted. ` .,. 2"MIN. 2x LEDGER WITH FASTENERS -- - -- -- -- i 4. all interior walls are 2 x 4 @ 16" o.c. unlessb 3 otherwise noted. IN AceoRDANCE wtrH raBLE Rso7.z5. provide backing in all bathrooms for towel bar HOLD-DOWN DEVICE MIN DIS RI CAPACITY ,� t locations, toilet paper dispensers, medicineFLOOR JOALONG DECKNN EVNEWrlISTRBUTED14 • cabinets, etclet papr disp it secs, m dici er forALONG THE LEDD ONE OLD-D WN EACH cabinets,END OF THE LEDGER. HOLD-DOWN DEVICES I, i 4,'_0" 1 S'-O" 8'-O" ! 21'-3" • SHALL FULLY ENGAGE DECK JOIST PER 6. 12 - 16 wonderboard the backer @tub and HOLD-DOWN MANUFACTURER. I „ -- - shower enclousure. AFULLYTHREADED'/a"DIAMETER LAG I I I 1. (2) stud spacing between all windows. , SCREW PREDRILLED W/MIN.3"PENETRATION - g e „ TO CENTER OF TOP PLATE,STUDS,OR HEADER. ■ i 8. all door/window head hie hts to be 6-8 a.f.f. _ iPlmch=25.4 mm,lfoot=304.6 mm. • PATIO , unless otherwise noted. t I q. it is the responsibility of the contractor of v FIGURE R5672.3(2) ■ ! DECK ATTACHMENT FOR LATERAL LOADS -- record to call for any and all required inspections E .. by the governing building department ijurisdiction.line of deck above N _ Q b Slope all atios/landings/aprons -- -- -- -fi---------__.. I Q, i J E t Do � ' p p n oo ° ° I I a min. 2% away from,the building ° °�42° GUARD RAIL w/ 'g* edge for the first 5' then vi n ALL OPENINGS SET V I I Q 3 O � , ; transition to 1% for remaining � � � ° ° JUST JNDER 4" V � �, �� � � n.x ENTRY 5 0 4�' s ° I I vi N 9 surface I I d 'tn m 'PV . 10°x 1° O im ca u� o u� slider In E: � m + _ c I line of roof above ks � 04 _____ t ALL FIRE PLACES SHOWN SHALL COMPLY >�, = EXPLICITLY. THE INSTALLATION OF ANY NOW I 8°x 1° box 1° �� I 1 q z = EPA PHASE 2 CERTIFIED WOOD BURNING ` DEVICE OR MA50NRY FIREPLACES THAT DO DD I sa sa I �r ■ .® "„`~= .✓,",°� . . ��i . � . � 21 . � . /. :— . i ��o Asa ■ ■ to D NOT HAVE A UL APPROVED DECORATIVE '. GAS BURNING APPLIANCE THAT USES __ ssD ! 400 amp electrical EITHER A DIRECT VENT OR B VENT FLUE D, service panel and SYSTEM UNLE55 OTHERWISE AGREED TO _I l \ trleter ARE NOT ALLOWED. THE MAXIMUM ■, ENTERTAINMENT RM. 21 EMISSION POTENTIAL FROM EACH e deck hold-downs va 26 j 55D 4 h RESIDENCE SHALL NOT EXCEED 1.5 GRAMS to resist lateral ( " W 55D I ■ PER HOUR loads on deck vLL storage under stair \ s Uz z 9 �- ----` ----- ---- ' --c-- Stairs shall have a max. of T' 5/5" type Y' gyp bd. required on ` cv ceiling of garage where living a ` v high risers and 11" deep i space is-above, crewed off at 6" treads. provide a 1 toe 2 CAR GARAGE 5 provide F ' 25 - overhang. Handrails shall be 9 o.c.on th edges and in the field hookup for 34" to 36" above the toe, and garage is a non- 14 G IaZI ng I< z. fireplace ° provide rangehood ( N ! CLOSET be set 1.5" off the wall conditioned space GLAZING IN HAZARDOUS LOCATIONS SHALL 1° a or dcwndraft for and have a grip of 1.5". N BE SAFETY GLAZING. THE FOLLOWING 44�lencesin - c�v SHALL BE CONSIDERED HAZARDOUS cooking ' „ - provide 1 hr. separation wall LOCATIONS: GLAZING IN DOORS AND o kitchen G UP ENCLOSURES FOR HOT TUBS, WHIRLPOOL5, Ei 0 5/b" gyp. bd. between garage 5 o+° and living space m SAUNAS, STEAM ROOMS, BATHTUBS AND garage door to be 20 mi 5HOWER5; GLAZING IN ANY PORTION OF A - - rated fire with self-closing BUILDING WALL ENCLOSING THESE (1 m wrap interior of dumb hardware COMPARTMENTS WHERE THE BOTTOM }- �I waiter with 5/b" gyp. bd. m EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60" ABOVE A 5TANDING 5URFAGE AND L Y - - -- -- x " bollard s DRAIN INLET GLAZING WITHIN A 24" ARC, OF_ -- WORKBEKGR __ 4 , _ - ------ WH }' 18 DUMB ____ _ f lope all EITHER VERTICAL EDGE OF A DOOR (IN A (L D -- o+e wAITEe R,.�. I patios/landongs/apr CLOSED POSITION); GLAZING IN WALLS FK 1" —J 2 p ! I --- .___ ons min. 2/o away ENCLOSING 5TAIRWAY LANDINGS OR W/I 5' u1 sim. _ _. _ _ —_ iv 24 9 OF THE BOTTOM AND TOP OF 5TAIRWAY5 from the building O 'v i,Z - edge for the first 5 WHERE THE BOTTOM EDGE OF THE GLA55 15 � \ z III as �+ AU then transition to < 60" ABOVE A WALKING SURFACE. `J 41, k 16 4 3 8" 6� 13-3' >fi - 1016 for remaining (SLIDING GLASS DOORS WHICH ARE o I -- surface REVERSIBLE ARE TO HAVE TEMPERED < a ( -- -- -- -- - O GLAZING W/I 24" ARC OF EITHER EDGE OF E ENTIRE GLA55 ENCL05URE . . RYER _ _ . . v°. i - BEDROOM #3 ~ h 5 CLOSET ; .� SINK DRY I WASHE 11 i (- _ 11y ALL LIGHT FIXTURES MOUNTED TO THE ss BEDROOM #2 1 N 5sv G�Ynl _ BUILDING EXTERIOR SHALL BE HIGH p I f EFFICACY FIXTURES OR THEY SHALL BE RF c Cl :WALK IN - - ; �`a 'd�u '�' , a',. . ,%t,. .a"'"ani+•r,'�s� y e s ;CLOSET PH00TOCONTROL/MOTION 5EN50R � COMBINATION. Document Date: i i shelvin i e - egress slider ° ° 1 _ 5 box 68 r 20 2 1 floor drainnted 18 5 x 3 22 � Document Phase: D FF $ PATio s _-0�a° ndl3 � ,_ i ■ i I FF rev. date remark r 10! deck hold-downs slope all ! s window sizes and design egress windows shall 5/5118 FIRE RATED DOOR p to resist lateral ' g g 0 patios/landings/aprons min. ! I omit stairs i i are approximate, see have an o enable 31511a 4"BOLLARD I ` loads on deck 2% away from the building for bid I elevaons and door and section for emergency0 edge for the first 5' then I 1 I o de Q 3/5/18 DECK HOLD OOWNS g i0�._,____ _,_._______ � _,____l_______���_-__ _i__�, -_ - purpose ' ! window schedule for egress 5.1 square feet s transition to 1% for remaining ■ `._■ ___- - - -- v locations and opening, min. minimum net 315/16 UNCONDITIONED surface _ 42" GUARD RAIL YVI Q GARAGE SPACE ■ ALL OPENINGS SET V owners to select actual clear openable section JUST UNDER 4" ! window package and to be 20" wide and 24" Q 515/18 AT GARAGE CEILING 41' 3„ I 4'-0" design high. sill heightKITCHEN maximun 44" off fin.flr. Q 3/5118 HOOD/DOWNDRAFT ■ 51' 3" 1 St Floor LUI Plan O E O NNORTH r FIRST FLOOR PLAN A2m2 u .. A2.1 1/4„_1,_0" •d The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method ?" in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications 15 solely with Michael Traitor. General Notes; 1. all dimensions are face of stud unless otherwise e se noted. s 2. see sheet foundation plan for additional framing notes.F `vJ 3. all exterior walls are 2 x 6 @ 16" o.c., unless Q othenise noted. I 4. all interior walls are 2 x 4 @ 16" o.c. unless ; 1 � otherwise r noted. 5. provide backing in all bathrooms for towel bar ` locations, toilet paper dispensers, medicine4 T Deck 4'-0" 1 a,-0" 8' 0" 21'-3" cabinets, etc. coordinate with owner/builder for yp• locations. Aessembl i I b. 12" - 16" wonderboard tile backer @ tub and Dex-Trek or similar I 1 i i shower enclousure. 2'-6" 12'-5' 2' b" 4'-0" 1 1. (2) stud spacing between all windows. decking material I deck guardrail 42 above 1 t 1 g I 1 8. all door/window head hieghts to be 6' S a.f.f. over 2 x 10 frame attach to i fin. fir. intermediate rail stair/tread triangle cannot I unless otherwise noted. 2 x 10 ledger and post and , i Spacing shall not allow a 1 i allow a 6"sphere and if ' beam per struct. layout i I p g 1 I 9. it is the responsibility of the contractor of 1 4 diametor sphear to 1 - pen risers, 4 sphere to record to call for any and all required inspections E 0° i I pass through per i.r.c. I _ - i pass thru by the governing building department o translucent deck I section 312.2. - `? E I I I Stairs hall have a max. of 1" i jurisdiction. F � — � o panels are required I I high risers and 11" deep o p q to be tempered I, - -- treads. provide a 1" toe i MA �� � rn W 1 overhang. Handrails shall be ! "` AI _ - I 1 i :_. +i � t6 $ � I 34 to 36" above the toe, and V� i � � 3 0 � � i �sryr be set 1.5 off the wall v ,� and have a grip of 1.5". o73 c�6 o .12 N V N N O I slider 42" GUARd RAIL V'11 ■ I O I w ALL OPENINGS 5ET i w ' y JUST UNDER 4" _ 2 a � egress t A'L s 10 z - window seat o t D D D ALL FIRE PLACES 5HOWN SHALL COMPLY _ _ ■ EXPLICITLY. THE INSTALLATION OF ANY NON- _ EPA PHASE 2 CERTIFIED WOOD BURNING a DEVICE OR MASONRY FIREPLACES THAT DO ; W; ` NOT HAVE A UL APPROVED DECORATIVE 05 MAIN ROOM ENTRY _ N V GAS BURNING APPLIANCE THAT USES _ : - 2 EITHER A DIRECT VENT OR B VENT FLUE �,LDN E s MASTER BEDROOM c i SYSTEM UNLESS OTHERWISE AGREED TO ARE NOT ALLOWED. THE MAXIMUM ! MISSION POTENTIAL i i E I � I ' � Ico RESIDENCE SHALL NOT EXCEED 1.5 GRAMS I ;! PER HOUR i z I Glazing r = I = GLAZING IN HAZARDOUS LOCATIONS SHALL z BE SAFETY GLAZING. THE FOLLOWING y - - 'G� i x j I ry SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING IN DOORS AND LNGL05URE5 FOR HOT TUBS, WHIRLPOOL5, ' I IT m SAUNAS, STEAM ROOMS, BATHTUBS AND a,,c. W i SINK SINK I 5HOWER5; GLAZING IN ANY PORTION OF A TUB I BUILDING WALL ENCLOSING THESE (1 BAR I V ' CLOSET ---� CLOSET; SINK, i COMPARTMENTS WHERE THE BOTTOM - .. : PANTRY AUNB �. _. . Fl I us _none EXPOSED EDGE OF THE GLAZING 15 LE55LU THAN 60" ABOVE A STANDING SURFACE AND �L — C A ai A �� DRAIN INLET; GLAZING WITHIN A 24" ARC, OF N DUMB _ ' ry. E LBATHRO n EITHER VERTICAL EDGE OF A DOOR (IN A � � WAITER N I CLOSED POSITION); GLAZING IN WALL5 — I ktEF E - — - ENCLOSING STAIRWAY LANDINGS OR W/I 5° W 2 WHERE SPRAY FOAM 15 22x3o i OF THE BOTTOM AND TOP OF 5TAIRWAY5 O USED FOR INSULATION attic access ■ W HALLWAY r•, e dope .r �n WHERE THE BOTTOM EDGE OF THE GLA55 15 t 1 Cl DEPTH MARKERS ARE z I (, I, ; �+ _-.- ox < 60 ABOVE A WALKING SURFACE. V REQUIRED EVERY 10" 8 xF7 � �1 t ----- __ (SLIDING GLASS DOORS WHICH ARE < REVER51BLE ARE TO HAVE TEMPERED d KITCHEN ( __ -- - - ':, sTov OP �.1}� °+ +6� I I i - GLAZING W/I 24"' ARC OF EITHER EDGE OF DINING AREA M /CLOSE ' ; TENTIRE GLA55 ENCLOSUREWALK IN : ic 51 5 SI i ' CLOSET i - I ALL LIGHT FIXTURES MOUNTED TO THE v ~ r ' N BUILDING EXTERIOR SHALL BE HIGH provide rangehood . — j SINK v v 1 EFFICACY FIXTURES OR THEY SHALL BE or downdraft for N � _ rr cooking - ____ ( ._ ! i- CONTROLLED BY A � ,�lli applie 9cesin . " I ".T.. _ cr oset zxs wau 1 line of roof above PHOTOCONTROL/MOTION SENSOR `' �' `` BEDROOM #1 - r MA kitchen SINK I i COMBINATION. Document Date: I Bw ----- 1 —' ea. i slider BATH _ -- -.�. -- --- -- - -- -- -- ioi O - -- O 4 �x1 ° _. Document Phase SHOWER/TUB rev. date remark —�---- ■ i window sizes and design egresswindowsshall Q 315/18 TRAN5LUGENT DECK PANELS T Deck yp i - - UIP ' are approximate, see have an openable Q 3/5/18 STAIR AND RISER OPENIN65 lil elevations and door and section for emergency 1 Assembly �I 35/18 SPRAY FOAM DEPTH i_ - I - window schedule for egress 5.1 square feet z Dex-Trek or similar omit stairs A MARK INDICATORS decking material 1 for bid V locations and opening, min. minimum net 3/sna KITCHEN I `---- ----�— -----------� purpose Q HOOD/DOWNDRAFT over 2 x 5 frame attach to ur ose V owners to select actual clear openable section 2 x b ledger and post and 1 1 q' 10 20'-3" T-2" 1 window package and to be 20" wide and 24" beam per struct. layout 41'-3" 4'-0" design high. sill height ■ maximun 44" off fin.flr. deck guardrail 42" above 51'-3" 2nd Floor fin. fir. intermediate rail z spacing shall not allow a i Stairs shall have a max. of 1" ml I RI Plan 4" diametor sphear to high risers and 11" deep � , ,; pass through per i.r.c. O treads. provide a 1" toe OE Osection 312.2. overhang. Handrails shall be 34" to 36" above the toe, and be set 1.5" off the wall SECOND FLOOR PLAN NORTH A2m3 and have a grip of 1 .5". 1 n The or in part is prohibited,ulnless authorized cby Michael Traitor, Ownership of the design,plans and specikcat ons is solely with Michael Trafton�hod r � S OD - I I i I I E E : -- I j I ■ deck below • a a� sD 55D overhan U) GABLE END I I a N N _ N 1'-4° — . — . _ . _ . � . _ . — . -_ O �i`� �r � I - e ` J I 1 L E i overhan � 34 or 35 -- 550 DD _j IDD sloe slope sa 6:12 6:12 � slope FIELD FRAN ED RAFTERS FIELD FRAM ED RAFTERS 2:12 sloe sloe �r 29co 55D N (V 6:12 w 6:12 �) `-'�,. AL p p CL w CA p IY 1 — 29 SSD a� 31 eao C line of walls Delow - Shading indicate overframin L a i area of overframe 9 �. ATTIC AREA TO CL f + f + E I IE E R is S. LU z WHERE SPRAY FOAM 15 p I o o t� z 1 1 1 O USED FOR INSULATION 28 z ° r a f ve m ° I 1.L1 p DEPTH MARKER5 ARE ssv w < REQUIRED EVERY 10" ro -- Q Q O O d ' i o f I CL O I C .� (1 wENGINEEREDO R S o :o # I Document Date: sloe sloe t 6:12 _J - O Document Phase: GABLE END F E S, � � , 32 I I _ F M o ■ FF overhang - - -- - I Iw. - -- - I D ` FF deck below I ' t rev. date remark i _r ■ I I 3/511a TRANSLUCENT DECK PANELS 1 ' O 5/511a l ATTIC INSULATION 33 ( I s omit stairs v Iij a ■ .�------ -- ---- forbid v I purpose I + ■ I ( Roof Plan Cal O OE E 1 O \\V`// NORTH � K','llllllllll,Roof Plan A2m4 i k The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or In part is prohibited,unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. g y General Notes: 1. all dimensions are face of stud unless otherwise noted. 2. see sheet foundation plan for additional O framing notes. OD O O \/ ODO 3. all exterior walls are 2 x 6 @ 16" o.c., unless otherwise noted. „» Y 4. all interior walls are 2 x 4 @ 16" o.c. unless . otherwise noted. 5. provide backing in all bathrooms for towel bar "" locations, toilet paper dispensers, medicine I cabinets, etc. coordinate with owner/builder for locations. 6. 12" - 16" wonderboard tile backer @ tub and K 1 shower enclousure. I 1. (2) stud spacing between all windows. 8. all door/window head hieghts to be 6' 8" a.f.f. , ; i El _H 1E unless otherwise noted. L1. It Is the responsibility of the contractor of B nz' -. -_ _ _._ _ p ..� O j -. .�. a__ . ,.._ . _ . _... , _._. __ O record to call for any and all required inspections p, O by the governing building department I z jurisdiction. E E 16 p —'-- -774--7 Ii BM#1GLB-013•x 25.112' - U N - BM tti GLE vz•X1z• 6 ..f ° � N N BM#3 GL5V2 X1O1I3Y f R d • U e Bm#s GLs+i 10 1iz .z0'a• ' C �� N a BM#B GLSiVl� 131n e ® ` I. shading 6� shading X G BM kT GL S-0I2'z18'(ALTERNATIVE) X g t m 7 1� L / indicate _ - sta' ; ay OTE: 5 I�' G ,4tv'A/( � N overframing N N TI: • v EAM #1 15 AN It U a ui - — o� P " - B °rBM"' CHOICE TO E a? m -- -- -a- u - ---- !,,fALTERNATI\/E X11-1/5" psl PER STRUCT. �, _-- _ it �_____ _—__ ENI MBE III FTR 33 ' b I a ENCMJ BERM ROOF TRUSSJL I , t I �IzvN VMWi � )8 O I I7 _. 4 4r i ENG EER 0RO(( TIR S • M# IGL S Y z 1i3' XR ' P o - -- o c za .... - , OE O OE O d' Roof Framing Plan 2nd Floor Framing Plan i O C9O O O LU t tp i i k Bill to i O LU O z O[ O 1E El ? r o El I ' Z O 4_ O Bill r 1 r n . 1 01 ••o O —. v. O I El ' Document Date: i Document Phase: 1 T qi Ols 36 18 .c a I rev. date remark 3 O d 5/5118 CORRECT BEAM5 SIZES_ 10 r Q 9/5/18 BEAM#T ALTERNATIVE I � • 41 01 #2 b 'w v � 3 O t1 3^ ifl ae a 1 Tre.<II s B 6' .e. a Floor and Roof Framing Plans [I El 1--1 O O Lj 1 OE FONORTH 1st Floor Framing Plan The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design, plans and specifications is solely with Michael Trafton. REFLECTED CEILING PLAN GENERAL NOTES 1. ALL GYP. BO. CEILINGS SHALL BE MINIUM 1/2"THICK ^ 2. ALL CEILINGS IN USABLE SPACE BENEATH 5TAIR5 SHALL BE 5/6" / D ` TYPE "X" GYP. BO. t `L! I `rJ 3. CEILINGS IN GARAGE AREAS ADJOINING LIVING AREAS SHALL BE 5/8"TYPE "X" GYP. BD. -�-• ,.. 4. CEILINGS SHALL ALL BE PAINTED A DIFFERENT COLOR THAN i ADJOINING WALLS - GENERAL LIGHTER IN TONE. _ 5. ALL EXP05ED EXTERIOR SOFFITS AND EAVES SHALL BE WUI Typ. Deck COMPLIANT AND SHALL HAVE ASSEMBLIES EITHER LISTED BY THE A STATE FIRE MARSHALL, LISTED BY CHAPTER I OF THE GBG OR Assembl ACCEPTED BY THE LOCAL GOVERNING AUTHORITY AS COMPLIANT. t' decking Or material 6. ALL EXPOSED TIMBERS ARE A MINIMUM NOMINAL WIDTH OF 6"AND y decking material A MINIMUM NOMINAL DEPTH OF 8". REFER TO STRUCTURAL 2 x 1 0 ledger er and post and 2 1 frame attach 0RANING5 FOR ACTUAL SIZE. 2 x i � beam per 5truct. layout T. ALL OUTSIDE CORNER DRYWALL BEADS SHALL BE SQUARE 8. ALL EXP05ED DRYWALL SHALL BE FINISHED SEMI-PERFECT. V F O 9. EXP05ED GLU-LAM BEAMS SHALL BE NRAPPED WITH FINISHED ry '� N pan 110 13 HOOD TO APPEAR A5 A SINGLE ELEMENT UNLE55 OTHERNI5E C4 E = V SPECIFIED. -- — — n n ALL 5OFFIT5 ARE 1X8 T&G a a GEDAR iN/ 1/4"5Q. EDGEUi -.-- — a o REVEAL O/50' EXT.TYPE"X" GYP. BD. SUBSTRATE 13 o .N .N 0 FOAOMIIDNSULA�ON�NLL O � Ln AREAS WHERE LIVING G SPACE ABOVE m 1 I ' p 13 ENTERTAINMENT RM. - 1/2"TYPE"X"GYP. BD.W/ A SEMI-IMPERFECT FINISH �O 2 CAR GARAGE 5/8"TYPE"X"GYP. BD.W/ SP 51).M- A SEM-IMPERFEGT FINISH & GYP.S0.t h SEMI- FIN15H UNDER STAIR 1� y CLOSET PROVIDE 3"GOLD GELL 1 p FOAM INSULATION IN .0 AREAS WHERE LIVING ! SPACE ABOVE WET BARNN ALL SOFFIT5 ARE 1X8 T&G 1/2"TYPE "X"GYP. BD. W/ GEDAR W/ 1/4"Ea. EDGE A SEMI-IMPERFECT FIN15H REVEAL O/5/8" EXT.TYPE"X" 4v=.T GYP. BO. SUBSTRATE ' 1 ' 5/8"TYPE"X" LU GYP. BD. W/A � 5EMI- V IMPERFEGT FINISH /'�/ XFX y1` O W {L BEDROOM #2 tu 1/2"TYPE"X" GYP. BD. W/ Q Q A5EMI-IMPERFECTFINI5H HALLWAY LU 1/2"TYPE"X"GYP. 8D. W/ Z A SEMI-IMPERFECT FIN15H Q LAUNDRY BEDROOM #3 00 . A 5 1/2"TYPE "X"GYP. BD. - - - - O z O ® EMI-IMPERFEGT FINISH H ° WALK IN CLOSET ( ° WALK IN ' BATHROOM ° CLOSET° Document Date: 0 now— IN Ii • __ -- TILE--cELINGAT Document Phase: 'OW Construction Documents = PROVIDE 3"GOLD CELL __.-- _ FOAM INSULATION IN AREAS WHERE LIVING! ' 5PACEABOVE — --- - rev. date remark TAyp. Deck T't --- $$embl --- __ .._ G n n o o to l D REVEAL O/ /4" 0. EDGE YPE"JC' BEENE Vex-Trek or slmllardecking material GYP. BD. 5Ua5TRATEover 2 x 5 frame attach to 2 x 8 ledger and post and beam per struct. layout St Floor a Reflected k' Plan O U O 1 First Floor Reflected Ceiling Plan A2m6 4 1/4" = 1'-01. a The use of these plans and speaRcations is restricted to the original site for which they were prepared. Re-use,reproduction cr publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. REFLECTED CEILING PLAN GENERAL NOTES _ 1. ALL GYP. BD. GEILING5 SHALL BE MINIUM 1/2"THICK 2. ALL CEILINGS IN USABLE SPACE BENEATH STAIRS SHALL BE 5/8" TYPE "X" GYP. BD. /� 1 O n n ( D ) 3. GEILING5 IN GARAGE AREAS ADJOINING LIVING AREAS SHALL BE `/ \//J 5/&' TYPE "X" GYP. BD. I 4. CEILINGS SHALL ALL BE PAINTED A DIFFERENT COLOR THAN iADJOINING WALL5 - GENERAL LIGHTER IN TONE. 5. ALL EXP05ED EXTERIOR SOFFITS AND EAVES SHALL BE WUI i COMPLIANT AND SHALL HAVE A55EMBLIE5 EITHER LISTED BY THE M STATE FIRE MARSHALL, LISTED BY CHAPTER"1 OF THE GBC OR 6 ACCEPTED BY THE LOCAL GOVERNING AUTHORITY AS COMPLIANT. I ! I b. ALL EXPOSED TIMBERS ARE A MINIMUM NOMINAL WIDTH OF b"AND f r I I I A MINIMUM NOMINAL DEPTH OF 8". REFER TO STRUCTURAL DRAWIN65 FOR ACTUAL SIZE. J iI I I ?. ALL OUT5IDE CORNER DRYWALL BEADS SHALL BE SQUARE B 8. ALL EXP05ED DRYWALL SHALL BE FINISHED SEMI-PERFECT. I 9. EXPOSED 6LU-LAM AND STEEL BEAMS SHALL BE WRAPPED WITH ?- E FINISHED WOOD TO APPEAR A5 A SINGLE ELEMENT UNLE55 - X O OTHERWI5E SPECIFIED. c�V E i` [6 Q f d ._ i N N N I � 5OFFITED AREAS K O ,r;6. , �.5�,'a' L 0 5OFFITED AREAS w H o N 0 VAULTED VAULTED, `\\ MAIN OOM -� `— 1/2"TYPE " GYP. BD. A SEMI- FELT FINISH ER ENTRY � MASTERBEDROOM 0 co 1/2"TYPE" GYP. FI 15 ^I .�, A SEMI-IM E FEGT FINISH � t w r r �i VAULTED VAULTED w €s ® 0 _ 1/2"TYPE"X" GYP. BD.W/ j tu w A 5EMI-IMPERFECT FINISH ut xt_ ti; O 5OFFITED AREAS 1/2"TYPE X'GYP. BD.W/A CLOSe ® C SET LAUNDRY 5EMI-IMPERFECT FIN15H V PANT _ROOM C (D (D (D O t V . — . — — . — 1/2"TYPE " 'GYP. BD.W/ MA ER ® 'J A SEMI-I ERFEGT FINISH < DUMe� q BA ROOM X (� kn WAITER 'V ilf� R Q SHOWER LU 11 OLu S d L Q Q F= ® GEILING AT ® d SHOWER. \ N m KITCHEN O O < Z DINING AREA w �' O 1/2"TYPE"X"GYP. BD. VW o BEDROOM #1 ~ A 5EMI-IMPERFECT FINISH w B THROOM WALK IN 1/2"TYPE"X" o GYP. BD."A 0 CLOSET � N SEMI- IMPERFECT O G y :+ FINISH 1/2"TYPE"X"GYP. BD.W/ Document Date: r A SEMI-IMPERFECT FINISH m 5 5OFFITED AREAS O TIL CEILING AT Document Phase: TUB/SHOWER. Construction Documents ,g Main, f I , rev. date remark ALL SOFFITS ARE 1X5 T&G CEDAR Yy/1/4"5O EDGE REVEAL O/5/8" EXT. TYPE"X" d• _ - _ .. - r .,y,j _ a.s:# 5i w `iwYi'o-i`? 1 r a ,i '� ?u .,m o- -- �= GYP. BD. SUBSTRATE i 2nd Floor Reflected Plan O OE O 1 Second Floor Reflected Ceiling Plan A2m7 .5 1/4" = V-0" 2121M The use of these plans and specificationsis restricted to the original site for which they were prepared. Re-use, reproduction or publication by any methodin whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of thedesign,plans and specifications is solely with Michael Trafton. First Floor Nindow Schedule 2'-0" 6-0" L Window No. Room Size Sashes Sill Height Quantity Type Tempered 5DL's Thermal Break Low E u/SHGG Values Operation Egress Screen Note �f III M .a 101 102 .-.,_. ki ` A E O 6'-0" 2'-6" - T-3" 10'-2" 4'-0" 3'-6" , ,^---.� _ U .p,, E 5econd Floor Window Schedule : Size Sashes Sill Height Tempered SOLs Thermal Break Low E u/5HGG Values Operation Egress Screen Note WlndowNo Quantity Type Room 9 y yp ' p to x � rn ❑ ❑ ' •�' a 3 O d- _ vm M � o Ln E d- m 03 204 .*'0 io I '2077�&*� -,,..,�:.: —i— I� r+' 61 N 201 202.:<, ..,� < -,. .,�, 6,_0.. 2,7„ General notes: 1. Window sizes are listed width x height. �I 2. Window sizes are approximate unit sizes and NOT rough openings. Manufacturer shall dictate required rough opening requirements after field measurement is verified. zos 3. Where windows are bound tight to floor and frame above, adjust vertical dimension accordingly to accommodate for gyp Crete and floor finish thickness. 209 210 4. Where specific sill heights are listed for egress, or adjacent to stairs, adjust sill or mull height to be in compliance of 44" max for egress(to operable control)and 42" min. adjacent to stairs. 208 Al , _ v 2'-6" L 2'-6" 1, 3'-6„ 4,_0„ 4'_5" �.I • First Floor Door Schedule ' '=` L Hardware V Dr No. Room Size Type Rating Dot',a:. Framehla: —Irye T-hclo Hancset Lockset Closer Stop Seal Kickpla:e Other Note �Z CIL lu to Zo v LFA I L N.. A 107 110 � 108 109 w Z 81- - _� - I. 70 9 IE t o1E IL ❑� o W Document Date: m io Document Phase, Construction Documents 5econd Floor Door Schedule 101 102 1os 104 105 Hardware rev. date remark Or No. Room Size Type Rating Door Mat, Frame Mat- Hinge T-hold Handset Lockset Closer Stop Seal Kic i e Other �� 10'-0' i ro - - - m Door & Window Schedules I General notes. ' 201 201 1. Door sizes are listed width x height x thickness in inches. 2. Door sizes are unit sizes and NOT rough openings. Contractor shall determine exact RO required for door and frame. 3. Where exterior doors are bound tight to floor and frame above, adjust vertical dimension accordingly to accommodate for gyp Crete and floor finish thickness. A2m8 The use of these plans and specifications Is restricted to the original site for which they were prepared, Re-use,reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. P EXTERIOR ELEVATION GENERAL NOTESv ' A 1. SLOPE GRADE A MINIMUM OF 2%AWAY FROM THE BUILDING FOR 1 �w ICk A MINIMUM DISTANCE OF 5'-0" Roof Construction I STONE VENEER FIN15H ATTIC, 2. PROVIDE PROTECTIVE GAB METER COVER. REQUIRED BY GAS I 12 WIDE STANDING SEAM METAL OVER 2XFRAME VENTILATION I Typ. Exterior Wall UTILITY SUPPLIER. VERIFY EXACT CLEARANCE REQUIREMENTS FIREPLACE INGE T AND SPECIFIC LOCATION WITH UTILITY PROVIDER'S ROOFING OVER 15# ROOFING ENGLOUSURE ■ Construction REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. PAPER OVER 5/5 EXTERIOR STAINED SHINGLE SIDING PLYWOOD OVER ENGINEERED ROOF 3. PAINT ALL EXP05ED VENTS ON ROOF TO MATCH ROOF COLOR. q OVER TYVEK BUILDING WRAP TRU55 OR 2X12 ROOF RAFTERS I roof slope 6:12 ' OVER 1/16" EXTERIOR 4. PAINT ALL EXP05ED VENTS ON SIDING TO MATCH SIDING COLOR. 5.5.0. W/ R-49 BATT INSULATION -� SHEATHING OVER 2X6 FRAME >� WALLS AT 16 O.G. W/ R-21 5. MAINTAIN 8" CLEARANCE BETWEEN NATURAL GRADE AND ' DOOR AND WINDOW TRIM AT EXTERIOR SIDING: ' �' � I BATT INSULATION EXPOSED WOOD o PAINTED 1X4 HEAD TRIM WITH GALV. METAL FLASHING a `' o TRIM k1 a 6. ALL DECK RAILINGS SHALL BE 42"TALL MINIMUM. ALL OPENIN65 '•, PAINTED 1X4 JAMB PANE ■ T Exterior Wall `, , r = SHALL BE CONSTRUCTED TO PREVENT A 4" SPHERE FROM o PAINTED 1X4 SLOPED STOOL Typ. " o PAINTED 1X4 APRON - - -- ',,„m; r ; � Construction PROJECTING THROUGH THE OPENING. QPAINTED CLAPBOARD 510ING rn 1. WHERE INDICATED, CORNER BOARDS SHALL BE 2x4. IN GA5E5 ? translucent deck w OVER TYVEK BUILDING WRAP WHERE WINDOWS OR DOORS ARE LE55 THAN 14" FROM A �. Typ. Deck panels are required "' ' ` `` OVER 1/16" EXTERIOR CORNER, INCREASE CORNER BOARD SIZE 50 THE JAMB TRIM 15 THE CORNER BOARD -VERIFY ALL CORNERS.p _ °C SHEATHING OVER 2X6 FRAME F to be tempered W WALL5 AT 16" O.G. W/ R-21 �r 6 ° DEX-TREX OR SIMILAR 207 20 8. REFER TO MPE SHEETS FOR EXTERIOR LIGHTING. ALL EXTERIOR _ ._ v E -. _ Q Q GATT INSULATION a LIGHTING SHALL HAVE A CONGEALED LIGHT SOURCE. k ; > " O DECKING MATERIAL I, �_ v J N OVER P.T. 2X10 FRAMEcl. ALL EXTERIOR 51DING MATERIALS SHOWN SHALL COMPLY WITH ; E ATTACHED TO 2X10 "�-�` - - IGNITIION RESISTANCE. t'T— - __ ...� - . --_ _ __ O t�-' LEDGER POST/BEAM r O !: �, - o r °? 10. ALL EXTERIOR GLAZING SHALL BE INSULATED AND TEMPERED. $ 3 O C PER STRUGT LAYOUT - TRANSLUCENT PANELS TRANSLUCENT PANELS TRANSLUCENT PANELS TRANSLUCENT PANELS O - _ m - - - -- ---- -- -- SECOND FLOOR •L• N �— N �tl II f - - 11. ALL EXTERIOR DOORS SHALL BE SOLID GORE WOOD WITH - .� ) PLATE LINE STYLES AND RAILS NOT LE55 THAN 1-3/4" THICK AND INTERIOR ui 4 to FIELD PANELS NO LE55 THAN 1-1/2"THICK. V tY1 N d T Deck � o q EXTERIOR Typ. 12. ALL WALL VENTS SHALL BE PROTECTED BY CORROSION Typ. Floor Construction LIGHT Assembly B RESISTANT, NON-GOMBU5TIBLE WIRE MESH WITH 1/8" MAXIMUM FIN. FLOOR MATERIAL OVER 3/4" `� 7 OPENINGS. DEX-TREX OR SIMILARs "� " T&G PLYWD. OVER 11-1/6"TJI 360 �` 1s "� . DECKING MATERIAL rn 13. CEDAR AND REDWOOD 510ING/TRIM SHALL ALL BE ATTACHED 5.5.0. IN PRE MANUFATURED X OVER P.T. 2Xb FRAME o WITH COLOR COATED 5TAINLE55 STEEL RING SHANK NAILS KNOCKOUTS ATTACHED TO 2X8 t 14, INSTALL 4"WIDE, 30#ASPHALT SATURATED FELT STRIP BEHIND r n ' LEDGER P05T/BEAM GRAWLSPAGE I °' ALL BUTT TRIM JOINTS FOR FULL LENGTH OF JOINT. CENTER W/ R36 BATT NOR ATG�ELECT. � I j PER STRUGT LAYOUT •� STRIP ON JOINT. r VENTILATION v 15. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO BE APPROVED BY OWNER REVIEW PRIOR TO INSTALLATION FIRST FLOOR F P.T. 51LL PLATE AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING j--- - - -°---�- - � �� � �--- MATERIAL(ROOF/SIDING) ■ - I I I I ` - - I - - ■ I ■ 16. ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, I CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR Y11ALL5 T Foundation 5temwall I ■ ■ i Typ. SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY I CLOSING SUCH OPFNINC75 WITH CEMENT MORTAR, GOMGRETE _ r I Construction EXISTING GRADE � - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MA50NRYOR SIMILAR METHOD ACCEPTABLE TOTHE F Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent P.I.P. b" CONCRETE STEMWALL W/2 ENFORCING AGENCY. FINISH GRADE 111 for each 150 sf of floor area. Locate vents within 3 feet of corners as practical a (� GOATS GOLD APPLIED DAMP U_ I IW provide cross ventilation, cover v-nts with corrosion-resistant wire mesh with I(, PROOFING 5.5.0. FOR REINF. W/ 4.. North Elevation co LINE D 1L openings of 1/4" in dimension. Continuously operated mechanical exhaust DIA. PERFERATED PERIMETOR DRAIN 3 114" = 1'-0" FOUNDATION ventilation at a rate of 1 cu ft. per minute for each 50 sf of crawl space may be TIED TO DOWNSPOUTS AND BELOW ed GONNEGTED TO STORM DRAIN ALL FIRE PLACES SHOWN SHALL COMPLY � EXPLICITLY. THE INSTALLATION OF ANY NON-EPA J OC O O PHASE 2 CERTIFIED WOOD BURNING DEVICE OR MASONRY FIREPLACES THAT DO NOT HAVE A UL APPROVED DECORATIVE GAS BURNING APPLIANCE Roof Construction w I� I THAT USES EITHER A DIRECT VENT OR B VENT FLUE I SYSTEM UNLESS OTHERWI5E AGREED TO ARE NOT 12" WIDE STANDING SEAM METAL I I I ALLOWED. THE MAXIMUM EM155ION POTENTIAL ROOFING OVER 15# ROOFING _ STONE VENEER FIN15H FROM EACH RESIDENCE SHALL NOT EXCEED 1.5 PAPER OVER 5/6 EXTERIOR GRAMS PER HOUR , n ■ OVER 2XFRAME � V PLYWOOD OVER ENGINEERED ROOF FIREPLACE INGERT LU TRUSS OR 2X12 ROOF RAFTERS 5.5.D. W/ R-4q BATT INSULATION roof slope6:121 I I ENGLOU5URE < -oof slope 6--"L - G $� T . Floor Construction w FIN. FLOOR MATERIAL OVER3/4" LU O ■ T&G PLYWD. OVER 11-1/5"TJI 360 ` l Q - 5.5.0. /W PRE MANUFATURED �+ Q DOOR AND WINDOW TRIM AT EXTERIOR SIDING: EXTERIOR (� PAINTED 1X4 HEAD TRIM WITH GALV. METAL FLASHING i I LIGHT KNOCKOUTS FOR MEGH/ELEGY. ` . lA y -�L 1 I ' a` W/ R35 BATT INSULATION _� O o PAINTED 1X4 JAMB TRIM - I T translucent deck 2 O PAINTED 1X4 SLOPED STOOL o PRINTED 1X4 APRON - panels are required 6, a201l y' F '$'l"4£ Ra'< [ to be tempered � o z� �� zos ■ 1 I � i Typ. Exterior Wall Z um yp - 1 -- - t — -� -- T Exterior Wall Document Date: = Typ. E Construction TRANSLUCENT PANELS j -R>NSLUGENT PA`1__3 TRANSLUCENT PANELS � j H n PAINTED CLAPBOARD SIDING _. 103 STAINED SHINGLE 510ING SECOND FLOOR OVER TYVEK BUILDING WRAP f - - - - - - - - O DIN WRAP SHEATHING OVER 2X6 FRAME - OVER TYVEK BUILDING PLATE LINE Document Phase; OVER 1/16" EXTERIOR OVER 1/16" EXTERIOR G nSiyUG �4n SHEATHING OVER 2X6 FRAME . WALL5 AT 16" O.G. W/ R-21 �' r ., • BATT INSULATION WALL5 AT 16 O.G. W/ R-21 EXTERIOR - _ _---- BATT INSULATION E rev. date remark LIGHT 3I5/18 BLDG,HT.FROM GRADE T Garage Floor l ` ' 101 �� y �` ! r -- N � - u2 T Floor Construction o 3/5/18 TRANSLUCENT DECK PANELS r FIN. FLOOR MATERIAL OVER 3/4" o 0 -' !, ■ . Construction _ 4" GONGRETE SLAB r - - T&G PLYWD OVER 11 1/b"TJI 3 S.S.D. /W PRE MANUFATURED a, FLOOR WITH 6X6 -t .ant • $ , t KNOC,KOUT5 FOR MEGH/ELECT. COMPACT ILLR/5AND - a:� W/ R38 BATT INSULATION Elevations OVER 6MIL. VAPOR 1 _. • FIRST FLOOR ��i BARRIER R-10 RIDGID I06,06 P.T. BILL PLATE IN5ULATION ___ _ -L - - - - --__ - L - - ' ■ L - - 1 I L - - + EXISTING GRADE ■ ; Typ! Foundation 5temwall FINISH GRADE r l I I _ _ _ LI _ Construction _ - - - � - _ - _ _ - _ - _ _ - - - _ _ -COA " GONGRETESTEMWALLW/ 2 �CL1 GOATS GOLD APPLIED DAMP LINE OF IV I FOUNDATION PROOFING S.S.D. FOR REINF. W/4" A3ml BELOW DIA. PERFERATED PERIMETOR DRAIN 2 East Elevation TIED TO DOWNSPOUTS AND The use of these plans and specifcations is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method CONNECTED TO STORM DRAIN in whole or In part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. LU Roof Construction LL-I IW IQ EXTERIOR ELEVATION GENER�tL NOTES 12" WIDE STANDING SEAM METAL I I Typ. Exterior Wall 1. SLOPE GRADE A MINIMUM OF 2%AWAY FROM THE BUILDING FOR ROOFING OVER 15# ROOFING A MINIMUM DISTANCE OF 5'-0" PAPER OVER 5/8 EXTERIOR I O O O O onstruction 2. PROVIDE PROTECTIVE GAS METER COVER. REQUIRED BY GAS PLYWOOD OVER ENGINEERED ROOF STAINED SHINGLE 510ING UTILITY SUPPLIER. VERIFY EXACT CLEARANCE REQUIREMENTS TRU55 OR 2X12 ROOF RAFTERS ATTIC OVER TYVEK BUILDING WRAP AND SPECIFIC LOCATION WITH UTILITY PROVIDER'S 5.5.0. W/ R-49 BATT INSULATION I OVER 1/16" EXTERIOR REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. VENTILATION SHEATHING OVER 2X6 FRAME WALLS AT 16" O.G. W/ R-21 3. PAINT ALL EXPOSED VENTS ON ROOF TO MATCH ROOF COLOR. IBATT INSULATION 4. PAINT ALL EXPOSED VENTS ON 510ING TO MATCH 510INO COLOR. DOOR AND WINDOW TRIM AT EXTERIOR SIDING: 5. MAINTAIN 6"CLEARANCE BETWEEN NATURAL GRADE AND PAINTED 1X4 HEAD TRIM WITH GALV. METAL FLASHING ° EXPOSED WOOD O PAINTED 1X4 JAMB TRIM O PAINTED 1X4 SLOPED STOOL 6. ALL DECK RAILINGS SHALL BE 42"TALL MINIMUM.ALL OPENING5 o PAINTED 1X4 APRON roof slope 2 12 ' SHALL BE CONSTRUCTED TO PREVENT A 4" SPHERE FROM PROJECTING THROUGH THE OPENING. rn 1. WHERE INDICATED, CORNER BOARDS SHALL BE 2x4. IN GASES W WHERE WINDOW5 OR DOORS ARE LE55 THAN 14" FROM A r=- E CORNER, INCREASE CORNER BOARD SIZE 50 THE JAMB TRIM 15 T . Floor Construction � FIN. FLOOR MATERIAL OVER 3/4 Q u THE CORNER BOARD -VERIFY ALL CORNERS. T&G PLYWD. OVER 11 1/8"TJI 360 5.5.D. /W PRE MANUFATURED i 21° 209 2os �' 8. REFER TO MPE SHEETS FOR EXTERIOR LIGHTING. ALL EXTERIOR O + E Q 6 LIGHTING SHALL HAVE A CONGEALED LIGHT SOURCE. KNOCKOUTS FOR MEGH/ELEGY. z I CIA� E — W/ R38 BATT INSULATION = 'V 9. ALL EXTERIOR SIDING MATERIALS SHOWN SHALL COMPLY WITH c3 � IGNITION V Q' G TIION RESISTANCE. T Exterior Wall N O 10. ALL EXTERIOR GLAZING SHALL BE INSULATED AND TEMPERED. a 3 6t n— I Typ. SECOND FLOOR j t6 N N -- 11. ALL EXTERIOR DOORS SHALL BE SOLID GORE WOOD WITH j t Z! O Construction - - PLATE LINE v N (V STYLES AND RAIL5 NOT LE55 THAN 1-3/4"THICK AND INTERIOR 1 to p ,tn to PAINTED CLAPBOARD SIDING - OVER TYVEK BUILDING WRAP FIELD PANELS NO LE55 THAN 1-1/2"THICK. ! 2 M V N C ') - Vm r- � o na Ln OVER 1/16" EXTERIOR p �' 12. ALL WALL VENTS SHALL BE PROTECTED BY CORRO51ON FRAME J E RESISTANT, NON-GOMBU5TIBLE WIRE MESH WITH 1/b" MAXIMUM HIND OVER 2X6 R E - EXTERIOR SHEATHING E to OPENINGS. WALL5 AT 16" O.G. W/ R-21 ` LIGHT BATT INSULATION 104 3 13. CEDAR AND REDWOOD 5101NOITRIM SHALL ALL BE ATTACHED S o WITH COLOR COATED 5TAINLE55 STEEL RING SHANK NAILS Drawl Access: AGGe551b1e Under 4d s 14. INSTALL 4"WIDE, 30#ASPHALT SATURATED FELT STRIP BEHIND HB II ALL BUTT TRIM JOINTS FOR FULL LENGTH OF JOINT. CENTER floor areas shall be provided with a rr = STRIP ON JOINT. minimum 18"x24" opening, access 1 crawlspace shall be unobstrutE7 pipes, II V 15. ALL EXP05ED MECHANICAL AND PLUMBING VENTING LOCATIONS heat ducts, etc. I -- FIRST FLOOR TO BE APPROVED BY OWNER REVIEW PRIOR TO INSTALLATION access P.T. T COMPLEMENTS THE SURROUNDING AND PAINTED A COLOR THAT I ��.�..y,.�lw� _avT Foundat�_______-.,____________________®_� .._._ ,: .a.,._...� MATERIAL (ROOF/SIDING). � I Iion 5temwall 16. ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, yp CONDUITS, OR OTHER OPENING5 IN PLATES AT EXTERIOR WALL5 ConstructionEXISTING GRAD I SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY I I I L 1 P.I.P. 8" CONCRETE 5TEMWALL W/ 2 CLOSING SUCH OPENINGS WITH CEMENT MORTAR, GOMGRETE FINISH GRADE LLL i — _ _ _ _ W �_____ 1 — IM —0 — — — - GOATS GOLD APPLIED DAMP MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE (� IU- A „ ENFORCING AGENCY. PROOFING 5.5.D. FOR REINF. W/ 4 ^, LINE OF Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent DIA. PERFERATED PERIMETOR DRAIN 1 South Elevation ` r FOUNDATION for each 150 sf of floor area. Locate vents within 3 feet of corners as practical and TIED TO DOWN5POUT5 AND BELOW provide cross ventilation, cover vents with corrosion-resistant wire mesh With CONNECTED TO STORM DRAIN 3.2 1/4" = 1'-0" openings of 1/4" in dimension. Continuously operated mechanical exhaust ventilation at a rate of 1 cu ft. per minute for each 50 sf of crawl space may be O O n Used. Q C B A I \/ Roof Construction (� 12" WIDE STANDING SEAM METAL U ROOFING OVER 15# ROOFING oof slope 6 12 PAPER OVER 5/8 EXTERIOR } d PLYWOOD OVER ENGINEERED ROOF X TRU55 OR 2X12 ROOF RAFTERS 4 5.5.0. W/ R-49 BATT INSULATION O LU LU - Q is a ._.. "' - ..�.2�'�.-._.- '_ d .�J...4L. �- .�. .-.... .� -.,.-..J.., ■ F d I EXTERIOR Typ. Exterior Wall LIGHT I zo, z Construction 2 4 i� 203 I 202 20 201 ■ STAINED SHINGLE 510INO rn Typ. Deck OVER TYVEK BUILDING WRAP o � ' v- OVER 1/16" EXTERIOR >: '` AtSS6r1'Ibl T — - - SHEATHING OVER 2X6 FRAME �, Document Date: T T t WALLS AT 16" O.G. W/ R-21 DEX-TREX OR SIMILAR �� �l ,, �� � � Q I I ; � I � BATT INSULATION DECKING MATERIAL �� �! � _ �l 11 �� �m� �I iL� 1 �.. —` SECOND FLOOR I OVER P.T. 2X8 FRAME --- - _ � � - Document Phase PLATE LINE ATTACHED T 2XI5 LEDGER P05T/BEAM - r Cat Q PER STRUGT LAYOUT ,. l `EXTERIOR 1 / LIC� T Typ. Exterior Wall rev. date remark _ oz Construction s 201 ( of PAINTED CLAPBOARD 510ING o ■ - behind stair � OVER TYVEK BUILDING WRAP � ,d� ,• I � F � OVER 1/16" EXTERIOR s ,r YVfi?; UTLET — SHEATHING OVER 2X6 FRAME I I WALL5 AT 16" O.G. W/ R-21 01 BATT INSULATION " • EI vat�ons e - ■ FIRST FLOOR ..___-�.......... _ I ,., n,....e.--... . �.®.,� _ ,-,,..1- - ------ - ,tea,-- ---®...®..__ - -—__ P.T. SILL PLATE L — L — � ■ L — � L — � LF � L — � ■ I EXISTING GRADE I 1 FINISH GRADE r Typ. Foundation 5temwall LINE OF - - - - - - - - - - - - - - - - - - - - - - - -® - - - - - - � Construction - - - - - - - - - - - - - - - - - - - FOUNDATION ED v P.I.P, 811 CONCRETE 5TEMWALL W/ 2 A3m2 BELOW GOATS GOLD APPLIED DAMP PROOFING 5.5.0. FOR REINF. W/4" 2 West Elevation DIA. PERFERATED PERIMETOR DRAIN3 2 1/4" = 1'-0" TIED TO DOWN5POUT5 AND ° I�A� The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method . + , y j in whole or in part Is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton, CONNECTED TO STORM DRAIN , tF BUILDING SECTION GENERAL NOTES „vM r �k ys� Yry` " IN 1. VERIFY ALL SOILS PREPARATION REQUIREMENTS PRIOR TO Q JU� START OF THIS PROJECT. � h Roof Construction QI LU LL 2. BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED 12" WIDE STANDING SEAM METAL I I I DRAINAGE FACILITIES AND PROVISIONS SHALL BE MADE TO CONTROL AND DRAIN SURFACE WATER AROUND BUILDING. r ROOFING OVER 15# ROOFING �`% "F* �• PAPER OVER 5/8 EXTERIOR ' ■ ' 3. FOUNDATION GRADE OR PRE55URE TREATED MUD5ILL - "� R PLYWOOD OVER ENGINEERED ROOF I ■ REQUIRED. COLUMNS OR P05T5 LOCATED ON CONCRETE O !' TTTTTj " ' MA50NRY FLOORS AND THAT SUPPORT PERMANENT TRU55 OR 2X12 ROOF RAFTERS ',y _,;, STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR a 5.5.D. N/ R-4q BATT INSULATION " METAL PEDESTALS PROJECTING ABOVE EXPOSED EARTH A 1, MINIMUM OF 6"AND AT LEAST 1"ABOVE SUCH FLOORS UNLE55 TREATED WOOD 15 USED. INDIVIDUAL CONCRETE OR MASONRY ' PIERS SHALL PROJECT AT LEAST 8"ABOVE EXP05ED GROUND a vaulted ceiling _ UNLE55 THE COLUMNS OR PO5T5 THAT THEY SUPPORT ARE OF �- - Typ. Deck WOOD RE515TANT TO DECAY. Assembl 4. MINIMUM CLEARANCE FROM GROUND UNDER GIRDERS SHALL BE - DEX-TREX OR SIMILAR 12 INCHES; UNDER JOISTS SHALL BE 15 INCHES. I DECKING MATERIAL £ -- FIN. FLOOR MATERIAL OVER 3/4 OVER P.T. 2X8 FRAME 5. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- PERMEABLE FLOORS THAT ARE EXPOSED TO THE WEATHER, L � T&G PLYND. OVER 11-7/5"TJI 360 I I ING RM I LEDGER POST/BEAM �' SUCH A5 CONCRETE OR MASONRY SLABS SHALL BE APPROVED p WOOD OF NATURAL RE515TANCE TO DECAY OR TREATED WOOD u r� 5.5.0. /W PRE MANUFATURED I I MAIN ROOM PER STRUGT LAYOUT ° = ■ UNLE55 SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS N •� O KNOCKOUTS FOR MEGH/ELECT. I - W/ R38 GATT INSULATION I - t MOISTURE BARRIER. PROVIDE APPROPRIATE SPECIFICATION s E i 3 ' = 3 3 3 rn FOR VAPOR BARRIER REQUIREMENT AT RAISED GARAGE FLOOR. & ` 6. ALL ENGL05ED ROOF AREAS SHALL BE VENTED TO PREVENT THEox" IV- N 3 O } I A3.1 A3.6 0 v _N ACCUMULATION OF CONDENSATION. A MINIMUM 1"AIR SPACEO� -A31 - - -- -- ! SECOND FLOOR SHALL BE MAINTAINED BETWEEN THE TOP OF THE INSULATION fl N •N �- I,- ' i - PLATE LINE AND THE ROOF DECKING. A CONTINUOUS BAFFLED AB5 ROOF - t +L O T „ Deck --- I.1 1 {` __ _ VENT SHALL BE INSTALLED ALONG THE RIDGE AND AT ROOF TO �r I I WALL LOCATIONS WHERE SHED ROOFS CANNOT VENT TO THE y k '= r{ U m t06 pNj O N Assembl I I RIDGE. ALL VENTS INSTALLED IN EAVES SHALL BE TESTED, un C N 'I 5 DEX-TREX OR SIMILAR RATED AND APPROVED BY THE STATE FIRE MARSHAL FOR E IN5TALLTION IN THE SOFFIT. ALL VENTS INSTALL IN 5OFFIT5 DECKING MATERIAL ENTERTAINMENT RM. I SHALL HAVE A GALV. METAL INSECT SCREEN WITH OPENINGS NO OVER P.T. 2X10 FRAME -I _ I " s GRATER THAN 1/6" 5QUARE ATTACHED TO 2X10 I I BEDR #2 LEDGER POST/BEAM 1. FOR ROOF AREAS THAT CAN NOT BE VENTED DUE TO FRAMING PER 5TRUCT LAY Q�l' I I v WET BAR $ h ' CONDITIONS, THE FOLLOWING METHOD SHALL BE USED: 6. ALL ENCLOSED ROOF AREAS SHALL BE INSULATED WITH BASF �_ I ■ A3.1 A3.1 ■ COMFORT FOAM 115 SPRAYED TO UNDFR51OF OF ROOF " I I v SHEATHING WITH NO AIR VOIDS TO ALLOW FOR AN UNVENTED FIRST FLOOR ROOF SYSTEM THAT DOES NOT ALLOW FOR CONDENSATION TO -1 _rIlIll FORM. MANUFACTURER'S INSTALLATION METH005 MUST BE 6 _ SILL PLATE ADHERED TO IN EVERY ASPECT OF THE INSTALLATION. IIL1 -IIIIII1111I 11=IIII - --------~--- 1� 'i 1� t-I ®1� 'l ------ - �r 11! IIII-all -III= A. FOR TRUSSED ROOF APPLICATIONS: III �I �11i =1J- - n _ _ CRAWLSPACE 1' 1=111 111 11 ��"�� Al III III ill '' IIII-11 _�-ICI I i I I cv p� ' =III ` THE SPRAY APPLIED INSULATION WILL BE APPLIED BY EX15T`NIGI G II I III Ill-111' 1 III III IIII III I I r i ■ m y - INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM � -III ENTERPRISES. COMFORT FOAM 116 APPLIED TO THE UNDER5IDE [� - = -- THE ROOF R F3 8 ENTRY TO THE ATTIC IS L-IMITED TO SERVICE OF- N Typ. FOundat II' ''5' II _ =l I _ III III III III IT _IIII__-I L i -Ills--III , rt1 _� ul l =_u11 _, _ = I UTILITIES AND THERE ARE NO HEAT PRODUCING APPLIANCES IN Construction I '1 l I= _ l ' - 11=I VV2'-- .l- A- Undnel-_R fIIlo-oIIrII-a re1-asII IIs-hIIaII-ll III I==I III-11 I III 1 II =_II II=IIII=11 1_=IIII=11 =I II I III=I III-I II- II THI5 SPACE, THEREFORE IGNITION BARRIER 15 NOT REQUIRED. W - Q provided with 1 sf of four•`lation vent I _ II� III-1j AIR IN ATTIC SHALL NOT CIRCULATE TO OTHER PARTS OF THE }'r P.I.P. b" CONCRETE PROOFING DAP FOR REINF. N/ 4 .6 for each 150 sf of floor ar,�a. Locate vents C V- n V GOATS COLD APPLIED DAMP N/2 - - 1 0 p BUILDING. THE THERMAL BARRIER 15 5/6"TYPE X DRYWALL „ pg APPLIED TO THE BOTTOM CHORD OF THE ROOF TRUSS. IT IS I within 3 feet of corners as practical and LUI A3.3 1/4" = 1'-0" INSTALLED IN A MANNER 50 THAT THE FOAM PLASTIC VIA. PERFERATED PERIMETOR DRAIN provide cross ventilation, cover vents with INSULATION 15 NOT EXP05ED TO THE INTERIOR. TIED TO DONN5POUT5 AND corrosion-resistant wire mesh with CONNECTED TO STORM DRAIN o enin s of 1/4" in dimension. Gontinuousl B. FOR RAFTER FRAMED ROOF APPLICATIONS: openings y 3 THE SPRAY APPLIED INSULATION WILL BE APPLIED BY operated mechanical exhaust ventilation at a W tLL INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM �I rate of 1 cu ft. per minute for each 50 sf Of O W O U_ ATTIC AREA TO ENTERPRISES. COMFORT FOAM 116 APPLIED TO THE UNDERSIDE Ocrawls ace may be used. ' BE R-4q BATT OF THE ROOF SHEATHING SPRAYED TO 3-1/2 "TO ACHIEVE AN R- 2 ' p y I INSULATION VALUE OF R-21. R-1q UNPAGED BATTS WILL BE APPLIED DIRECTLY , n i BENEATH THE COMFORT FOAM 118 TO ACHIEVE A TOTAL R-VALUE ■ ■ OF R-40. THE THERMAL BARRIER 15 5/6" TYPE X DRYWALL INSTALLED IN A MANNER 50 THAT THE FOAM PLASTIC LU �[ ' ■ ' Roof Construction INSULATION 15 NOT EXPOSED TO THE INTERIOR. } v ' 12" HIDE STANDING SEAM METAL q. UNDERFLOOR VENTS SHALL EQUAL 1 5QUARE FOOT FOR EACH N r of lop 6:1 f _,. o I ROOFING OVER 15# ROOFING 150 SQUARE FEET OF UNDERFLOOR AREA, AND MUST PROVIDE i� PAPER OVER 5/6 EXTERIOR GRO55 VENTILATION. OPENING5 MUST BE COVERED WITH A E GI F•._R D ITH' PROTECTIVE NON CORRO51VE MESH W NO OPENIN65 r, :'. PLYWOOD OVER ENGINEERED ROOF ROO, TR SS "C TRU55 OR 2X12 ROOF RAFTERS EXCEEDING 11b Q .. ., LU 5.5.0. N/ R-4q BATT INSULATION 10. OPENINGS EXTENDING VERTICALLY YOGHFLOOSSHLL BE w N A SHAFT OF ST ' MORE THAN q SQUARE AND SHAFTS WITH A GRO55-SECTIONAL AREA OF NOT O d a QUARE FEET MAY BE EITHER OF APPROVED FIRE- RE515TIVE WALL CONSTRUCTION OR MAY HAVE THE IN51DE LAYERS OF THE A55EMBLY REPLACED BY A LINING OF NOT LE55 O a i cEa THAN 26 GAUGE GALVANIZED SHEET METAL WITH JOINTS TLAp. Floor Construction ' I LOGKLAPPED. OPENINGS SHALL BE PROTECTED WITH A 1 31b" FIN. FLOOR MATERIAL OVER 3/4" _r = rn SOLID WOOD DOOR. T&G PLYND. OVER 11 l/S"TJI 360 BATHROOM HALL 6' 11. FOUNDATION SUPPORT REQUIRED FOR EXTERIOR ROCK ' ' 5.5.D. /N PRE MANUFATURED w , VENEER. ANCHOR TIES SHALL BE PROVIDED TO HORIZONTAL KNOCKOUTS FOR MEGH/ELECT. T-TIUTTI3 ' JOINT REINFORCEMENT WIRE OF NO. q GAUGE OR EQUIVALENT.DETAIL REQUIRED FOUNDATION SUPPORT. Document Date: N/ R35 BATT INSULATION A31 = ENTRY SECOND FLOOR V 12. NO VENTS SHALL BE INSTALLED IN THE EAVES OR CORNICES. r 13 EAVES AND SOFFITS SHALL BE PROTECTED WITH 16NIT11ON _ I -- - --- PLATE H Document Phase. -I, T — PLAT E RESISTANT MATERIAL. GOYIStrUGtIOYI DOGUmerltS Typ' BATR Foundation 5temwall HOOM 14. ALL EXTERIOR WALL COVERINGS SHALL BE APPROVED NON- r COMBUSTIBLE OR IGINITION RESISTANT MATERIALS. ,y Construction E rev. date remark I P.I.P. 8" CONCRETE STEMYVALL N/2 15. ALL EXTERIOR GLAZING SHALL BE INSULATED WITH AT LEAST I I s ONE PANE TEMPERED. GOATS GOLD APPLIED DAMP ALLWA PROOFING 5.5.D. FOR REINF. N/ 4 = ' O 16. EXTERIOR DOOR A55EMBLIE5 SHALL HAVE 5TILE5 AND RAILS r $ DIA. PERFERATED PERIMETOR DRAIN CLOSET a L THAT ARE 1-3/4"THICK AND A FIELD PANEL THICKNESS OF 1 1/2 * N, � lX 1�; TIED TO DONNSPOUTS AND s MINIMUM. ', m CONNECTED TO STORM DRAIN 3 3 �' h r ^ _ ��' - A3.1 A3.1 11. EXTERIOR DECKING SURFACES, STAIR TREADS, RISERS AND •. I V LANDINGS OF DECKS WHERE ANY PORTION OF THE DECK 15 FIRST FLOOR WITHIN 10 FEET OF THE PRIMARY STRUCTURE SHALL BE Section A/B CONSTRUCTED OF 16NITIION RESISTANT MATERIAL OR HEAVY TIMBER. =IL _ . a, :.- „� , m- .r--,, Y- --.---- _ -- . � m. -- �r - -aim' II -�i1���`11� 1 i--�-- _ I,� lul Iu= lu. _ Iu. -- -- -r_ .�.� .__. . .. �— - I IR =Ir lr ll r IR InIR�ri 1 _ -R - 1Z ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR ---------- ®-- - - IIII _ 1 1 III=IIII_ II=IIIIIIII=IIII=till- bI = =i _ - WLS RETAIN EARTH AT CRA SPACES SHALL BE WATERPROOFED -III III=111-III III :III IIIIII-III III-III_ III III=11 III-III - III III � � 1 III11 III IIII-IIII IIII IIiI-IIII=III CRAWLSPACE -I =uu=uu uu_lill-uil- II11 IIII I III-1 II I Ili I III II i11 II I �I I in � I I WITH ASELF-ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER MANUFAGTURER'5 REQUIREMENTS. AT ALL r ' �LL DOOR AND WINDOW OPENING5 THAT ARE FLUSH TO FLOOR Ell - - I ='_ n _ -- - I I I - I L_- I I I-:-, I - L:=- I- III I � FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. - I! = = - _ II 1= - - - = -I _ 1 MTL FLASHING SHALL AL50 BE INSTALLED AND CARRIED DOWN Q LI 11II II -II III 1 w - I I III I I I III I I I III I III II I II Ili I, ' 15�GtIOn 12" BELOW RETAINED EDGE.. = II- ) QI A3m3 LU _ 1 q. PROVIDE SILL PLATE SEAL AT ALL EXTERIOR WALLS BETWEEN A3.3 1/4" - T 0" THE FOUNDATION AND P.T. SILL- PRO TEGTO WRAP PW 100/40 The use of these plans and specifications is restricted to the original site for which they were prepared, Re-use,reproduction or publication by any method BUTYL OR EQUAL in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. �, '' � d f"Zw 'r'� BUILDING SECTION GENERAL NOTES 1. VERIFY ALL SOILS PREPARATION REQUIREMENTS PRIOR TO START OF TH15 PROJECT. Roof Construction O QI 4 llll 5 2. BUILDING PA05 SHALL BE GRADED 2% TOWARD APPROVED 12" NIDE STANDING SEAM METAL I I DRAINAGE FACILITIES AND PROV1510N5 SHALL BE MADE TO -� ROOFING OVER 15# ROOFING CONTROL AND DRAIN SURFACE WATER AROUND BUILDING. Ot 7 PAPER OVER 51b EXTERIOR 0 root slope 6:12 3 ■ 3. FOUNDATION GRADE OR PRESSURE TREATED MUDSILL PLYWOOD OVER ENGINEERED ROOF ■ • ATTIC AREA TO REQUIRED. COLUMNS OR POSTS LOCATED ON CONCRETE OR TRUSS OR 2X12 ROOF RAFTERS MASONRY FLOORS AND THAT SUPPORT PERMANENT 5.5.0. K R-4q BATT INSULATION BE R-4q BATT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR S INSULATION METAL PEDESTALS PROJECTING ABOVE EXP05ED EARTH A U' E111GII�IEE'RED MINIMUM OF 6"AND AT LEAST 1"ABOVE SUCH FLOORS UNLESS A TREATED WOOD IS USED. INDIVIDUAL CONCRETE OR MASONRY ROOF TRI<JSS PIERS SHALL PROJECT AT LEAST 8"ABOVE EXPOSED GROUND vaulted Ceiling UNLE55 THE COLUMNS OR POSTS THAT THEY SUPPORT ARE OF WOOD RE515TANT TO DECAY. rt MASTER ■ 4. MINIMUM CLEARANCE FROM GROUND UNDER GIRDERS SHALL BE BATHROOM KID 12 INCHES; UNDER JOISTS SHALL BE 18 INCHES. n TI.4p. Floor Construction WALK IN M 5. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- FIN. FLOOR MATERIAL OVER 5/4" I CLOS T It: PERMEABLE FLOORS THAT ARE EXP05ED TO THE WEATHER, E T&G PLYND. OVER 11-107JI 360 SUCH AS CONCRETE OR MASONRY 5LA55 SHALL BE APPROVED o STER EDR04 M WOOD OF NATURAL RE515TANCE TO DECAY OR TREATED WOOD v 5.5.D. /N PRE MANUFATURED a, a, ov UNLESS SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS I N •� N V KNOCKOUTS FOR MEGH/ELEGY. A " MOISTURE BARRIER. PROVIDE APPROPRIATE SPECIFICATION ri W/ R3b BATT INSULATION 3 3 FOR VAPOR BARRIER REQUIREMENT AT RA15ED GARAGE FLOOR. ! q) A3.1 .1 6. ALL ENCLOSED ROOF AREAS SHALL BE VENTED TO PREVENT THE O �' Iy1 ACCUMULATION OF CONDENSATION. A MINIMUM 1"AIR SPACE "' p 3 $ •� 5ECOND FLOOR SHALL BE MAINTAINED BETWEEN THE TOP OF THE INSULATION L `- to r w - - AND THE ROOF DECKING. A CONTINUOUS BAFFLED A55 ROOF �- t O 3 - - - - --- ----- -- -- --- -- ' PLATE LINE N � � > _ - - - -- - VENT SHALL BE INSTALLED ALONG THE RIDGE AND AT ROOF TO � Oo N c L. __ -- WALL LOCATIONS WHERE SHED ROOFS CANNOT VENT TO THE M 06 .N T Gara e Floor RIDGE. ALL VENTS INSTALLED IN EAVES SHALL BE TESTED, N N yp ■ ■ RATED AND APPROVED BY THE STATE FIRE MARSHAL FOR �' co +' Construction - BEDROOM # E IN5TALLTION IN THE SOFFIT. ALL VENTS INSTALL IN 5OFFIT5 4" CONCRETE SLAB r...,�._ L SHALL HAVE A GALV. METAL INSECT SCREEN WITH OPENINGS NO t , FLOOR WITH 6X6 2 CAR GARAGE GRATER THAN 1/8" SQUARE N1.4X1.4 OVER 4" U o1 1. FOR ROOF AREAS THAT CAN NOT BE VENTED DUE TO FRAMING GOMPAGT FILL/SAND (I I 1-1 ' CONDITIONS, THE FOLLOWING METHOD SHALL BE USED: OVER 6MIL. VAPOR BARRIER R-10 RIDGID 1 6. ALL ENCL05ED ROOF AREAS SHALL BE INSULATED WITH BASF ' A3.1 A3.1 ■ COMPORT FOAM 118 SPRAYED TO UNDFR51DE OF ROOF INSULATION v SHEATHING WITH NO AIR VOIDS TO ALLOW FOR AN UNVENTED • t�I FIRST FLOOR ROOF SYSTEM THAT DOES NOT ALLOW FOR CONDENSATION TO FORM. MANUFAGTURER'5 1N5TALLATION METHODS MUST BE - __�17���`-r.m, ����("�11���t����. - - I P.T. SILL PLATE ADHERED TO IN EVERY ASPECT OF THE INSTALLATION. ----_.._ II - y ���"� ���" �� �i A. FOR TRUSSED ROOF APPLICATIONS: lk- L11THE SPRAY APPLIED INSULATION WILL BE APPLIED BY _ - -_ cV •� - _ - III INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM Ventilation: All ufi'Ider-floor areas shall be - m 1a I > C WLSIP CE - ENTERPRISES. COMFORT FOAM 116 APPLIED TO THE UNDERSIDE EXISTING GRADE provided with 1 sf of foundation vent OF THE ROOF SHEATHING SPRAYED TO 6-1/2 'TO ACHIEVE AN R- ■ for each 150 sf of floor area. Locate vents Typ. Foundation 5temwal I VALUE OF R-38. ENTRY TO THE ATTIC 15 LIMITED TO SERVICE OF within 3 feet of corners as practical and G UTILITIES AND THERE ARE NO HEAT PRODUCING APPLIANCES IN provide cross ventilation, cover vents with G Section - GOnStrUGtlOn THIS SPACE, THEREFORE IGNITION BARRIER 15 NOT REQUIRED. CO corrosion-resistant wire mesh with P.I.P. 8" CONGRETE 5TEMNALL N/ 2 AIR IN ATTIC SHALL NOT CIRCULATE TO OTHER PARTS OF THE } Q openings of 1/4" in dimension. Continua Asly 1/4" = 1'-0" W GOATS GOLD APPLIED DAMP BUILDING. THE THERMAL BARRIER 15 5/6"TYPE X DRYWALL V A3.4 A T TT M CHORD OF THE ROOF TRUSS. IT 15 APPLIED O THE BO O O D DI operated mechanical exhaust ventllatlor at a WI PROOFING 5.5.D. FOR REINF. N/ 4 INSTALLED IN A MANNER 50 THAT THE FOAM PLASTIC Roof Construction rate of 1 cu ft. per minute for each 50 sf of DIA. PERFERATED PERIMETOR DRAIN INSULATION 15 NOT EXPOSED TO THE INTERIOR. 12" NIDE STANDING SEAM METAL crawl space may be used. TIED TO DONNSPOUT5 AND ROOFING OVER 15# ROOFING \J © O CONNECTED TO STORM DRAIN 13. FOR THE SPRAYAPPL APPLIED INSFTER FRAMEDULATION ATION WOOF PLL BET APPLIED BY PAPER OVER 5/6 EXTERIOR \J OD `vJ INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM PLYWOOD OVER ENGINEERED ROOF f i ENTERPRISES. COMFORT FOAM 116 APPLIED TO THE UNDERSIDE TRU55 OR 2X12 ROOF RAFTERS OF THE ROOF SHEATHING SPRAYED TO 3-1/2 "TO ACHIEVE AN R- 5.5.D. N/ R 4q BATT INSULATION I i I = I VALUE OF R-21. R-1q UNFAGED BATTS WILL BE APPLIED DIRECTLY BENEATH THE COMFORT FOAM 115 TO ACHIEVE A TOTAL R-VALUE OF R-40. THE THERMAL BARRIER 15 5/8" TYPE X DRYWALL I INSTALLED IN A MANNER 50 THAT THE FOAM PLASTIC f I j I INSULATION 15 NOT EXP05ED TO THE INTERIOR. \ V 9. UNDERFLOOR VENTS SHALL EQUAL 1 SQUARE FOOT FOR EACH r N IL of I p b: 2 ofsop 6:12 '150 SQUARE FEET OF UNDERFLOOR AREA, AND MUST PROVIDE iF W GRO55 VENTILATION. OPENINGS MUST BE COVERED WITH A LU PROTECTIVE NON CORRO51VE MESH WITH NO OPENINGS U, O EXCEEDING 1/8" f - 10. OPENIN65 EXTENDING VERTICALLY THROUGH FLOORS SHALL BEENCLOSE Q SHAFT OF FIRE-RES15TIVE __ _ . -- - - - - - CHUTES AND D 5IN A H PT5 WITH A GR055-5EGTIONAL AREATOF NOT ^, Vaulted G2111ng vaulted Gelling 9 < MORE THAN q SQUARE FEET MAY BE EITHER OF APPROVED FIRE- O 7- RESISTIVE WALL CONSTRUCTION OR MAY HAVE THE INSIDE Z Q I T Floor Construction E LAYERS OF THE A55EMBLY REPLACED BYA LINING OF NOT LE55 2 - to THAN 26 GAUGE GALVANIZED SHEET METAL WITH JOINTS ■ 17- FIN. FLOOR MATERIAL OVER 3/4" LOGKLAPPED. OPENINGS SHALL BE PROTECTED WITH A 1 3/5" r IT EN T&G PLYND. OVER 11-107-11 360 = a, 50LIDWOOD DOOR �- ININ AREA _ 3 S.S.D. /W PRE MANUFATURED x 4 ,1 MASTER BEDROOM _ ' T KNOCKOUTS FOR MEGH/ELEGY. � 0 11. FOUNDATION SUPPORT REQUIRED FOR EXTERIOR ROCK � �x x `:, � r x Al k y,, u°1 VENEER. ANCHOR TIES SHALL BE PROVIDED TO HORIZONTAL FIN. FLOOR MATERIAL OVER 3/4" ! r I r T&G PLYND. OVER 11-1/8"-ilJl 360 I 5.5.D. /N PRE MANUFATURED I 3 _ -I 3 N/ R38 BATT INSULATION JOINT REINFORCEMENT WIRE OF NO. q GAUGE OR EQUIVALENT. T DETAIL REQUIRED FOUNDATION SUPPORT. Document Date. KNOCKOUTS FOR MEGH/EIIECT• roof 51612a2 I A3.1 A3.1 Q) N/ R38 BATT INSULATION I I _ 12. NO VENTS SHALL BE INSTALLED IN THE EAVES OR CORNICES. SECOND FLOOR 13. EAVES AND 5OFFIT5 SHALL BE PROTECTED WITH IGNITIION Document Phase. PLATE LINE RESISTANT MATERIAL. I -� - --- -- -� Construction Documents 14. ALL EXTERIOR WALL COVERINGS SHALL BE APPROVED NON- <� ; 51b" type x gyp. bd. required on - a, GEllln Of ara e where living 4 COMBUSTIBLE OR IGINITION RE515TANT MATERIALS. xx _�§, T Gara e Floor g g g 9 _ rev. date remark yp 9 I l space 1s above, scr u�ezo , Construction I - 15. ALL EXTERIOR GLAZING SHALL BE INSULATED WITH AT LEAST 315n8 5/5"TYPE"X"GYP.BD. o.c.on the edges a I' ield�- ONE PANE TEMPERED. Qa AT GARAGE GEILING 4" CONCRETE SLAB FLOOR OOR 4 OVER 4 - I I1 2 CAR ET BAR - 0 16. EXTERIOR DOOR ASSEMBLIES SHALL HAVE STILES AND RAILS _____ I y _ _ - THAT ARE 1- 3/4" THICK AND A FIELD PANEL THICKNESS OF 1-1/2 ' " a " __ I G E tl - B - MINIMUM. COMPACT FILL/SAND 1 vl� OVER 6MIL. VAPORA3.1 11. EXTERIOR DECKING SURFACES, STAIR TREADS, RISERS AND BARRIER R-10 RIDGID I - v LANDINGS OF DECKS WHERE ANY PORTION OF THE DECK 15 INSULATION - - - - WITHIN 10 FEET OF THE PRIMARY STRUCTURE SHALL BE Section CAD - ., -, FIRST FLOOR CONSTRUCTED OF IGNITIION RE515TANT MATERIAL OR HEAVY -- - - E TIMBER 41- _ P.T SILL PLAT II -III r - m - RAWLSP 18. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS ANDOF II -III -1 II- I I III I III � RETAIN EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED EXISTING T Foundation 5temwall WITH ASELF-ADHERED WATERPROOFING MEMBRANE SYSTEM > - li yp' INSTALLED PER MANUFAGTUREll REQUIREMENTS. AT ALL I GOnStrUGtlOn DOOR AND WINDOW OPENIN65 THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. ,\ NG GRADE -I 11 P.I.P. S" GONGRETE 5TEll kV MTL FLASHING SHALL AL50 BE INSTALLED AND CARRIED DOWN GOATS GOLD APPLIED DAMP 12" BELOW RETAINED EDGE. 2 A3.T D Section PROOFING 5.5.D. FOR REINF. N/ 4" DIA. PERFERATED PERIMETOR DRAIN 19. PROVIDE SILL PLATE SEAL AT ALL EXTERIOR WALLS BETWEEN A3m4 3.4 1/4" = 1'-0" TIED TO DONN5POUTS AND THE FOUNDATION AND P.T. SILL - PROTEGTO WRAP PW 100/40 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method BUTYL OR EQUAL 2112M - .�in whole or In part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. GONNEGTED TO STORM DRAIN +r���, �i �' BUILDING SECTION GENERP�L NOTES Roof Construction C O O 1. VERIFY ALL SOILS PREPARATION REQUIREMENTS PRIOR TO 12" WIDE STANDING SEAM METAL \ 1 START OF THI5 PROJECT. ROOFING OVER 15# ROOFING 3 PAPER OVER 5/6 EXTERIOR ATTIC AREA TO I s 2. BUILDING PADS SHALL BE GRADED 2% TOWARD APPROVED PLYWOOD OVER ENGINEERED ROOF DRAINAGE FACILITIES AND PROVISIONS SHALL BE MADE TO TRUSS OR OVER ROOF RAFTERS BE R-4cl BATT I CONTROL AND DRAIN SURFACE WATER AROUND BUILDING. INSULATION 5.5.0. W/ R-49 BATT INSULATION k 3. FOUNDATION GRADE OR PRESSURE TREATED MUDSILL ..,,. REQUIRED. COLUMNS OR POSTS LOCATED ON CONCRETE OR MASONRY FLOORS AND THAT SUPPORT PERMANENT rj STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR / METAL PEDESTALS PROJECTING ABOVE EXPOSED EARTH A - ENGINEERED / MINIMUM OF 6"AND AT LEAST 1"ABOVE SUCH FLOORS UNLE55 ROOF TRUSS i TREATED WOOD 15 USED. INDIVIDUAL CONCRETE OR MA50NRY I PIERS SHALL PROJECT AT LEAST 8"ABOVE EXPOSED GROUND UNLE55 THE COLUMNS OR POSTS THAT THEY SUPPORT ARE OF W OOD RESISTANT TO DECAY. Tup. Floor Construction __ vaulted ceiling FIN. FLOOR MATERIAL OVER 3/4" _ 4. MINIMUM CLEARANCE FROM GROUND UNDER GIRDERS SHALL BE �y T&G PLYWD, OVER 11-7/6"TJI 360 BEDROOM #1 BATHROOM 6 12 INCHES; UNDER JOISTS SHALL BE 16 INCHES. 5.5.D. /W PRE MANUFATURED E KNOCKOUTS FOR MECH/ELECT. 5. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- PERMEABLE FLOORS THAT ARE EXPOSED TO THE WEATHER, W/ R36 BATT INSULATION IT E SUCH A5 CONCRETE OR MA50NRY SLABS SHALL BE APPROVED I DI NG A o WOOD OF NATURAL RES15TANCE TO DECAY OR TREATED WOOD V UNLE55 SEPARATED FROM SUCH FLOORS BY AN IMPERVIOUS WALK INLLjLi� MOISTURE BARRIER. PROVIDE APPROPRIATE SPECIFICATION N FOR VAPOR BARRIER REQUIREMENT AT RAISED GARAGE FLOOR. CLOSET 3 3 - � A3.1 A3.7 6 'a 6. ALL ENGL05ED ROOF AREAS SHALL BE VENTED TO PREVENT THE ACCUMULATION OF CONDENSATION. A MINIMUM 1"AIR SPACE a _ _ SECOND FLOOR SHALL BE MAINTAINED BETWEEN THE TOP OF THE INSULATION x ui N F AND THE ROOF DECKING. A CONTINUOUS BAFFLED AB5 ROOF - O PLATE LINE _ _ . . ® . . . . _ . . VENT SHALL BE INSTALLED ALONG THE RIDGE AND AT ROOF TOe1 Wi Otn � tn �, WALL LOCATIONS WHERE SHED ROOFS CANNOT VENT TO THE LAUNDRY BATHROOM RIDGE. ALL VENTS INSTALLED IN EAVES SHALL BE TESTED, '<. v iii N BEDROOM #3 BEDROOM #2 S RATED AND APPROVED BY THE STATE FIRE MARSHAL FOR Y INSTALLTION IN THE SOFFIT. ALL VENT5 INSTALL IN SOFFITS SHALL HAVE A GALV. METAL INSECT SCREEN WITH OPENINGS NO GRATER THAN 1/6" SQUARE _ x T Floor Construction FIN. FLOOR MATERIAL OVER 3/4" a, o 7. FOR ROOF AREAS THAT CAN NOT BE VENTED DUE TO FRAMING T&G PLYWD, OVER 11-7/6"TJI 360 "' v 1 3 s CONDITIONS, THE FOLLOWING METHOD SHALL BE USED: 5.5.0. /W PRE MANUFATURED 8. ALL ENCLOSED ROOF AREAS SHALL BE INSULATED WITH BASF KNOCKOUTS FOR MEGH/ELECT. A3.7 A3.1 - COMFORT FOAM 176 SPRAYED TO UNDERSIDE OF ROOF W/ R38 BATT INSULATION v SHEATHING WITH NO AIR V0105 TO ALLOW FOR AN UNVENTED __ ____x' I I�1 FIRST FLOOR ROOF SYSTEM THAT DOES NOT ALLOW FOR CONDENSATION TO - -- . -- FORM. MANUFACTURER'S INSTALLATION METHODS MUST BE LjP.T. SILL FLATS ADHERED TO IN EVERY ASPECT OF THE INSTALLATION. --_ 11I' ---------------A•-FOR TRUSSED ROOF APPLICATIONS: THE SPRAY APPLIED INSULATION WILL BE APPLIED BY r CRAWLSPACE `n > CRAWLSPACE _ INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM - ENTERPRISES. COMFORT FOAM 17b APPLIED TO THE UNDERSIDE N EXI5TING GRADE - - — OF THE ROOF SHEATHING SPRAYED TO 6-1/2 "TO ACHIEVE AN R- FIN15 T VALUE OF R-36. ENTRY TO THE ATTIC 15 LIMITED TO SERVICE OF H GRADFrI,I - " -' = - -'.' d UTILITIES AND THERE ARE NO HEAT PRODUCING APPLIANCES IN . I I I I I_ 1 Ili W III IIII= - IIII li -IIII 1111�11- III ! u II --- I' I i I -I � I `I I III II ! 11 THIS SPACE, THEREFORE IGNITION BARRIER IS NOT REQUIRED. LINE OF II-IIII IIII IIII-IIII-IIII-I it !11 - -IIII=IIII III=IIII=iui=illi-:lli-till E �tti 1 -- AIR IN ATTIC SHALL NOT CIRCULATE TO OTHER PARTS OF THE FOUNDATION BUILDING. THE THERMAL BARRIER 15 5/5"TYPE X DRYWALL 3.5 1/4 - 1 -0 -I'll1 11 APPLIED TO THE BOTTOM CHORD OF THE ROOF TRU55. IT 15 BELOW INSTALLED IN A MANNER 50 THAT THE FOAM PLASTICOD OF + INSULATION 15 NOT EXP05ED TO THE INTERIOR. OO B. FOR RAFTER FRAMED ROOF APPLICATIONS: THE SPRAY APPLIED INSULATION WILL BE APPLIED BY INSTALLERS CERTIFIED BY BASF POLYURETHANE FOAM ENTERPRISES. COMFORT FOAM 178 APPLIED TO THE UNDERSIDE y OF THE ROOF SHEATHING SPRAYED TO 3-1/2 "TO ACHIEVE AN R- al VALUE OF R-21. R-19 UNFAGED BATTS WILL BE APPLIED DIRECTLY , n I I BENEATH THE COMFORT FOAM 178 TO ACHIEVE A TOTAL R-VALUE + v , i OF R-40. THE THERMAL BARRIER 15 515"TYPE X DRYWALL � ' 1 INSTALLED IN A MANNER 50 THAT THE FOAM PLASTIC ul s.Fs I � INSULATION 15 NOT EXPOSED TO THE INTERIOR. sl e :12 q. UNDERFLOOR VENTS SHALL EQUAL 1 SQUARE FOOT FOR EACH N a- 150 SQUARE FEET OF UNDERFLOOR AREA,AND MUST PROVIDE - GRO55 VENTILATION. OPENINGS MUST BE COVERED WITH A O LLI PROTECTIVE NON CORROSIVE MESH WITH NO OPENING5 EXCEEDING 1/8" Lu l l Q 10. OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE Ott < t ENCLOSED IN A SHAFT OF FIRE-RE515TIVE CONSTRUCTION. _.._ . _. . .._ m . - . . _ . . _. . . ._.. . . CHUTES AND SHAFTS WITH A CRO55-SECTIONAL AREA OF NOT MORE THAN 9 SQUARE FEET MAY BE EITHER OF APPROVED FIRE- O - - - RESISTIVE WALL CONSTRUCTION OR MAY HAVE THE INSIDE 7. LAYERS OF THE ASSEMBLY REPLACED BY A LINING OF NOT LE55 O BATHROOM BEDROOM #1 THAN 26 GAUGE GALVANIZED SHEET METAL WITH JOINTS to LOGKLAPPED. OPENINGS SHALL BE PROTECTED WITH A 1 3/8" — - T p. F10or Construction SOLID WOOD DOOR. r j `O IN. FLOOR ATERIAL OVER 3/4" T&G PLYWD. OVER 11407JI 360 0CY) 11. FOUNDATION SUPPORT REQUIRED FOR EXTERIOR ROCK y; $ 5.5.D. /W PRE MANUFATURED �; VENEER. ANCHOR TIES SHALL BE PROVIDED TO HORIZONTAL 1, Q Typ. Deck �' JOINT REINFORCEMENT WIRE OF NO. cl GAUGE OR EQUIVALENT. 11 KNOCKOUTS FOR MEGH/ELECT. Document Date: rn DETAIL REQUIRED FOUNDATION SUPPORT. SSembl a A- �� W/ R38 BATT INSULATION DEX-TREX OR SIMILAR 12. NO VENTS SHALL BE INSTALLED IN THE EAVES OR CORNICES. DECKING MATERIAL -__ _-l' SECOND FLOOR 13. EAVES AND SOFFITS SHALL BE PROTECTED WITH IGNITIION Document Phase: OVER P.T. 2X6 FRAME.. . -. - ,. �- ,: - - ATTACHED TO 2X6 _ _ _ LL PLATE LINE RESISTANT MATERIAL. Construction Documents LEDGER P05T/BEAM - - 14. ALL EXTERIOR WALL COVERINGS SHALL BE APPROVED NON- PER 5TRUGT LAYOUT - __ - COMBUSTIBLE OR IGINITION RF-515TANT MATERIALS. — rev. date remark - - 15. ALL EXTERIOR GLAZING SHALL BE INSULATED WITH AT LEAST - - __ ---- ONE PANE TEMPERED. rn 16 EXTERIOR DOOR ASSEMBLIES SHALL HAVE STILES AND RAILS THAT ARE THICK AND AFIELD PANEL THICKNESS OF 1--1/2 '° "- 0) - 4-i MINIMUM. 17. EXTERIOR DECKING SURFACES, STAIR TREADS, RISERS AND ` LANDINC75 OF DECKS WHERE ANY PORTION OF THE DECK 15 , - - -- v WITHIN 10 FEET OF THE PRIMARY STRUCTURE SHALL BE Section E/F —- CONSTRUCTED OF IGNITION RE515TANT MATERIAL OR HEAVY - FIRST FLOOR _.. . . ._ TIMBER. F.T.SILL PLATE 18. ALL FOUNDATION WALLS ADJACENT TO PATIO AREAS AND/OR RETAIN EARTH AT CRAWLS SPACES SHALL BE WATERPROOFED WITH A SELF-ADHERED WATERPROOFING MEMBRANE SYSTEM INSTALLED PER MANUFACTURER'S REQUIREMENTS. AT ALL DOOR AND WINDOW OPENINGS THAT ARE FLUSH TO FLOOR FINISH, IN ADDITION TO THE WATERPROOFING MEMBRANE, GALV. MTL FLASHING SHALL AL50 BE INSTALLED AND CARRIED DOWN 12" BELOW RETAINED EDGE. A3m5 F Section 19. PROVIDE SILL PLATE SEAL AT ALL EXTERIOR WALLS BETWEEN THE FOUNDATION AND P.T. BILL- PROTEGTO WRAP Pi 100/40 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method3.5 114 = 1'-0" BUTYL OR EQUAL In whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. EXPOSED FINISH, PER OWNE EXPOSED FINISH, PER OWNERS O MANUFACTURED RTOOF r�. 1/2" GYP. BD. INTERIOR TRU55 24" O.G.. 2 1/2" GYP. BD. INTERIOR O 2 X12 FIELD GUT VAPOR BARRIER _ RAFTERS 24" O.G. 5.5.D. VAPOR BARRIER d G R-21 GATT INSULATION 2 X BLOCKIN6 _ R-21 BATT INSULATION f O DOUBLE 2 X b TOP PLATE 3 , y 2X6 @ b O G r ; `5 1 4 2X6'S @ 16" O.G. 2 X 6 FRAME WALL 16" O.G. _ 84 r \ r PLYWOOD 5HEATHIN6, 5.5.0. O 5 PLYWOOD 5HEATHIN6, 5.5.D.: / AIR INFILTRATION BARRIER © 2 X FACIA BOARD © _ AIR INFILTRATION BARRIER r 6 6 X HEADER 5.5.0. � , '�I % I O O k t � I 4 E STAINED EXTERIOR SHINGLES ~ W O OVER TYVEL BUILDING RAP 8 N •� O HARDI BOARD SIDING OVER BEAM 5.5.D. X v TYVEK BUILDING WRAP OVER OVER 7/16" SHEATHING S.S.D. C v to LOCATIONS 5HEATHIN6 FOR SHEAR PANEL LOCATIONS O S.S.D. FOR SHE HE AR PANEL rZ c�a `nou> N: N to N vm cl) o o) In c — ,0 — b EXTERIOR WALL HORIZ. WOOD 51DING EXTERIOR WALL WOOD SHINGLE SIDING t},2 NOT TO SCALE •2 NOT TO SCALE N: HEADER/BEAM 5.5.D. ` EXP05ED FINISH \ r 1/2" 6YP. BD. ® - i- f \ VAPOR BARRIER 2 X b SILL PLATE _N: _ 1 n „- „ 3`x DEXTREX OR SIMILAR OVER P.T. 2X8 DECK FRAME @ 16 III 2XS OR 2X10 DECK FRAME O.G. S.S.D. �" _ -■ R-21 BATT OR SPIDER _ 'y INSULATION ^ _ u , , �.ti,: PERSTRUGT. 2X6'S @ 16" O.G. , U ~ EXPOSED TIMBER FRAMING, - g 50'TYPE "X" GYP. BD ON 5.5.D. o GARAGE SIDE / J r ■ EXPOSED FINISH, SEE FINI H ' SCHEDULE LU �-1--L I I" `^ ll! y A .,.. Q tt . LU P.T. 2 X 6 MUD SILL V415/6"X � Z �nyz 4 • 10"ANCHOR BOLTS @ 24" o' ' w O.G. WI 3'X3'X1/4" GALV. :R PLATE AND WA5HER5 r O rr z O_ 11 /6 O.G FLOOR JOIST 360 � ��� s 1 @ 1 ��i �i 5 l 110 2X8 LEDGER ,; 12 1 Document Date: R� 2X6 SILL PLATE I 4 INTERIOR WALL AT GARAGE 3 EXTERIOR ELEVATED DECK At4.2 NOT TO SCALE A�}.2 NOT TO SCALE Document Phase: © Y P.I.P. CONCRETE Construction Documents W D 5TEMALL 5.5. . FOR r, y REINFORCEMENT AMP, rev. date remark ILA �, d �� .:g., IF Enlarged Wall Sections ytnl y K n� a iag'p r � .t•,y 4.. '�+�3 .a`' � ��;y KFx� v *� �,:,. x game Section 1 A3m6 The use of these plans and specifications is restricted to the original site for which the were prepared. Re-use, reproduction or publication b an method ^;` "�^ -t""' "' ` "`^ "t° 'f` "" '''•�' '"`^ _ ' '"" - {�` - '_} '' ` 'f"` 3.6 " v py p P p p y y in whole or in part is prohibited,unless authorized by Michael Tmfton. Ownership of the design,plans and specifications is solely with Michael Trafton. CLASS A 2 1/2" CORRUGATED MTL. ROOFING W/KYNAR FIN15H 15# ROOFING FELT I OMANUFACTURED RTOOF TRUSS 24" O.G.. HIGH TEMP SELF ADHERED BITUMINOUS WATERPROOFING ll,Z) 2 X12 FIELD GUT MEMBRANES RAFTERS 24" O.C. 5.5.13. 1 3 2 X BLOCKING ® DOUBLE 2 X& TOP PLATE PLYWOOD ROOF DECKING, 5.5.D. 2 X 6 FRAME WALL 16" O.G. --- r� ROOF FRAMING, 2 X FACIA BOARD 3 1/2" BASF COMFORT FOAM SPRAYED TIGHT TO ROOF a, bX HEADER 5.5.D. DECK AND JOISTS W/ NO AIR POCKETS ( OR VOIDS, (OPTIONAL)T-- � — i $ 3 1/2"X 11 1/5" P5L @ 16" O.G. R-49 BATT INSULATION Y _ N L - 1 �' U- Im� � iT � t @r � 5/8" GYP. BD. (� (4) EXPOSED FINISH SEE FIN15H 5 Jt p - _ SCHEDULE 5 Metal Roof Over Living Area A3.1 NT5 I! FLOOR FINISH PER OW EN-R 5 ! FLOOR SELECTIONFINISH PER OWNER E I FLOO T R SYSTEM 5UB5TRATE T SUBSTRATE A5 !R SYSTEM 5U E FLOG 5 II i A5 RE COMMENDED BY RECOMMENDED BY FLOORING FLOORING MFR. �i I I I , MFR. ! i 9 2 X RAFTERS 5.5.D. - - VAPOR BA R - II 3/4"T&G PLYWOOD SUB-FLOOR 1 R-38 BATT BLANKET 2 X b SILL PLATE W 0 II II I �I I 1 1/8 PL YWOOD SUB-FLOOR O 1i® I INSULATION WIRED TIGHT TO FLOOR DECK _ FLOOR FRAMING, 5 S.D. R-38 BATT INSULATION 1 Al 1 1/4"X 11 1/6" L5L RIM JOIST 11 9 6 3 1/2" BA5F COMFORT FOAM FLOOR FRAMING, S.S.D. INSULATION 5PRAYEDTIGHT TO - � J JOISTS AND GYP, 5HEF.THIN0 W/ - 4 - NO AIR POCKETS OR VOIDS 5/5" EXTERIOR GYP. SHEATHING "— L 1X8 T&G DECKING W/ 1/4 d II EDG E REVEAL 4 Gantilevered Floor 3 FIorA m T o sse bl I r I w A NT5 NT5 FJ l7 3.7 A3.7 hh I V P.T. 2 X 6 MUD SILL K 5/8"X Q I Z 2 l l O 10 ANCHOR BOLTS @ 24" II � I � i V O.G. W/3'X3'X1 AllGALV. E AND j d R PLAT WASHE S Il � d O I 4" CONCRETE SLAB OVER 4" I Y 13 GRANULAR FILL OVER 6 MIL.YAPOR BARRIER i I I i 4"APRON @ EXTERIOR SIDE DOOR FLOOR FINISH, PER OWNER it Document Date. I 4" CONCRETE SLAB, SLOPED 3" 2 X LEDGER 1 REAR TO FRONT © I Document Phase: --- _ Construction Documents 1 Y l_ SLAB REINFORCING, 5.5.A r - -_ � rev. date remark 2" SAND 6 MIL UNDERSLAB VAPOR BARRIER e Enlarged Wall _ '-k"$L.�. 4*� ; �•' b" MIN. COMPACTED AGGREGATE BASE < = COMPACTED5UB-GRADE Sections 1-16arall Slab A3•-7 1 NT5 1 Frame Section 2 A3m7 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method A3•'T NT5 in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. , , r I A� G i a � Ilk LEI,¢ IIII �h � Ali I ;:s J r == Z�'- _ I II� I,I IIII � I I I I �I IIII II .. Il yl IIII I' 1 I{ if Ir TI Il -- - — I I E i I °v E 11 i lj +.....- �I`l '�I�?I. ';;_ :'` .�- �-�--yJ- � 'I, -j �: s� �Fs'✓ IIII -a �''a�- ���L=.- II�' I �.,—_ -- - _ j � Q _�... d- .� (6 777 I ill 1•', I I I s _— -L '- t" � ��� A r --r.` — _ "_� - r �I i � I - I I -` � I � N !� �1 TI Ili -. Il .. V 6 m W I I II I I IfII I II II 1I I , Ir. �I l III: ifit - �I III I' •' ., I � I�LIi i I I I',I� I I I I II I I'I II IIII � I I I I � I It�- I� _ II I - I ; I 1 , L 02 Southeast Perspective A3.8 NT5 l j k" w fl LU I - < 1 z l if _ I L IL I - if ... i I I I III I Ill II III ,I I� _ - .. 1 H I� q II Document Date: IIII � I i t I -- - -- —� I _—. : I ❑ m � ._I l i sL I I I �_ 'r Document Phase: Construction Documents _ I � I I r � _II l� ��,• . I I I I II I I � I ,l I �. rev. date remark I P n 1 I II I I.I II I I I II { I I � I I I lj�I I I r l f. I a .'r�il - II IIII � I Framing - I Perspectives IF I _ 1 Northeast Perspective 1 -- --------- ---- --- A3 I 8- - - ■ The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by. - in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael 55 �c r a v 1 I _ ; L 1 EI -0I '` , Itll 41Yc; 1 �� I , �I`�iI sI�r,a,.�>,,s.:..:=>�•y,-»_.uJ��,.�..":_'.ns�_..:j.�N I�l��i1�I�t,(�I?�Il a,I�I�I_,I�II��'I�Il.11I�I�:l�IIi.�Ij I:li I Il��xIJ 11�dit I^i�rf II7'rin..-.II.I II II I!IIIIr�I,��,II'�I`:I i���rII� lI1Ii:t�I.1, �,!��,�vf'�A m`=Ir�,.���.iiI-�l IIIIlII_..,._�I,_.i i,_-t�q�:__�._✓'._�,II y.^-�.�Ir,l�I II�,��lI!�I�,I�I',��.���II.,a d.-yt-.�-���1IA�..;:-;.���pIl.p rt 1 ^,I,T.�I I�1)1.I�I�I���I T�I�1I_V!�II''`IIIf�IIlII,��I�l��Ix rI,,��I'-�•:.-�;iil�;.-�,I��.•I�,��II:�.-���'._l�-r-If�'��II�T��/�IV (��'II�x�.�.I.4��II-�Il'III�Il,/�I��I�_r�,=I—I'�./_l-"�::5.I�s�I—'I__,,i,.,,.i��II_I.I�._�-�_►�2�I�.(—I�'-'.II-i I.I_�'.II I I.�:,�,�; I YI : I I��I�IIlI IIi II�Ii.I II I,II�IIII III IiC��I_ l� f � � 1 �i _ �y i�. , 6 it 1 1fl II 7 Ir — ,i EO�.Y'!V� � — NU OL O(�1r !I I �1 am' C) M N O 41 Northwest Perspective A NT5 Its) j LU LU �� LLI 'i1 t,-Wi+I1 l�1l lU _1T Fi_ Il j z ,l I Jill I Document Date:Document Phase: construction Documents I i1 II3 1 rev. date remark J Ail Framing11 _ Perspectives rillllll' Southwest Perspective NT5 � _X�V V)'a � _ i A3m9 The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. , r y i i I range hood ^ direct vent to outside , M -- 51nk Fridge — stovepoveno o o Cl .M QL) Q DW a a' _ I M !n � N Wet Bar West � -� g North U) 6 vm � u� oQD � T 1 1 �F •• CZ ly 6 O 1 v f[� n r eI h 0 O m _1 F x 2 Master Bathroom East North 1 Guest Bath West North LU 1/2" V-0, A4.1 = A4.1 1l2„ = 1,_0„ LU 'O1 r V Q z N < < INTERIOR FIN15H GENERAL NOTES: INTERIOR ELEVATION GENERAL NOTES: O 1. ADHE51VE5, 5EALANT5 AND CAULKS SHALL BE COMPLIANT WITH VOG AND OTHER TOXIC GOMPOUNT LIMITS. 1. ALL DIMENSIONS 5HONN ARE TO ROUGH FRAME, NOT FINISH. FIELD VERIFY ALL DIMEN5ION5 PRIOR TO FABRICATION OF CABINETS, STONE BLA55 ETC. O 2. PAINTS, STAINS AND OTHER COATINGS SHALL BE GOMPIANT KITH VOG LIMITS. 2. REFER TO MANUFAGTURER'5 SPECIFICATIONS FOR HEARTH REQUIREMENTS. (IF NO SPECIFICATIONS PROVIDED BY THE MANUFACTURER, HEARTHS SHALL EXTEND AT LEAST 16" FROM THE FRONT OF AND AT LEAST b" BEYOND EACH 51DE OF THE FIREBOX. NHERE THE FIREBOX OPENING IS 6 SQUARE FEET OR 3. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT NEIGHTED MIR LIMITS FOR ROC AND LARGER, THE HEARTH EXTEN51ON SHALL EXTEND AT LEAST 20" IN FRONT AND AT LEAST 12" BEYOND EACH 51OF.) OTHER TOXIX COMPOUNDS. �� � 3. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING. THE FOLLONIN6 SHALL BE CONSIDERED HAZARDOUS LOCATIONS: GLAZING IN DOORS AND � �,��}14t .- c 4. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT KITH VOG LIMITS. ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND 5HONER5; GLAZING IN ANY PORTION OF A BUILDING NALL ENCLOSING Document Date: THESE COMPARTMENTS NHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING I5 LE55 THAN 60" ABOVE A STANDING SURFACE AND DRAIN INLET; GLAZING 5. DOCUMENTATION SHALL BE PROVIDED TO TEH COUNTY BUILDING INSPECTOR VERIFYING THAT COMPLIANT VOG NITHIN A 24"ARC OF EITHER VERTICAL EDGE OF A DOOR(IN A CLOSED POSITION); GLAZING IN HALLS ENCLOSING 5TAIRNAY LANDINGS OR W/I 5' OF THE LIMIT FINISH MATERIALS HAVE BEEN USED. BOTTOM AND TOP OF 5TAIR4qAY5 NHERE THE BOTTOM EDGE OF THE GLA55 15 < 36"ABOVE A NALKING SURFACE. (SLIDING GLASS DOORS WHICH ARE REVERSIBLE ARE TO HAVE TEMPERED GLAZING N11 24"ARC OF EITHER EDGE OF ENTIRE GLA55 ENGLOSURE.) b. 50% OF FLOOR AREA RECEIVING RESILIENT FLOOR, SHALL COMPLY WITH THEYOG EMISSION LIMIT DEFINED IN Document Phase: THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS)LON EMITTING MATERIALS L15T OR BE 4. FIXTURES, APPLIANCES, MATERIALS AND FINISHES PORTRAYED IN THESE ELEVATIONS ARE FOR 5GOPING PURP05E5 ONLY. FINAL SELECTIONS SHALL BE AS Construction Documents CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RCFI) FLOOR 50ORE PROGRAM. SELECTED BY ONNER. 1. PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MOF),AND HARDNOOD PLYNOOD USED IN INTERIOR FIN15H 5 COORDINATE ALL TOWEL BAR AND/OR HOOK LOCATIONS PRIOR TO COVERING FRAME FOR INSTALLATION OF SUPPORT BLOCKING FOR THESE ITEMS. US SYSTEMS SHALL COMPLY WITH LON FORMALDEHYDE STANDARDS. rev. date remark 6 COORDINATE ALL BATHROOM ACCESSORY LOCATIONS WITH ONNER PRIOR TO COVERING FRAME FOR INSTALLATION OF SUPPORT BLOCKING FOR THESE ITEMS. s § n� Interior r Elevations A; A4ml The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method ., in whole or in part is prohibited,unless authorized by Michael Trafton. ownership of the design,plans and specifications is solely with Michael Trafton. DROP CEILING IN 5HOWER FOR RECE55ED LIGHTS 2-0 , LIGHT SCONCES 5LIDING GLASS _ i �, _ 1^IALL MOUNTED MIRROR - - DOOR f i r - ( i% ' TOWEL BARS SHOWER AND FAN LT. 5WITCH TOWEL BAR z WALL HUNG TOILET ' ,. DOUBLE VANITY SINKS '" •, I � I FLUSH SHOWER STALL o ill ALL OUTLET O A W = x v - o 4 z N 6" BASE MOLDING f N 6 cw73 5 Bedroom #2 5outh 4 Bathroom South West North � - P�4.2 1/2„ = 1 _o" ?t4.2 1/2" _ 1,_0„ 4 ' i I I i' -1- — - II I 1, - I -A).r I v m 11 , a.l-j v I Q i O � 3 Bedroom #2 West w 2 Bedroom #3 North West � a 1'c4.2 1/2" = 11-01, A�4.2 1/2" = 11_011 z N a 0 - - - _- Document Date: HOT WATER _. L Document Phase: Gonstruction Documents FAU II f WORK BENCH = - � garage rev. date remark II � ara e door button I I _. T? I w , I i 1 - I' r b - v 4 - Page 2 I I I - 1 Garage West North R4.2 1/2„ _ 1,-O„ A4m2 The use of these plans and speciFcations is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method , in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design, plans and speciFlcations 15 solely with Michael Traitor. k . . t a+r+tiw VAULTED VAULTED SOFFIT SOFFIT -I -� v i y iy � � o E o - _ I o m I � � 3O � rn r N - tN N � d 3 'Lo I _vmca � o � C 1z t j 2 Main Room East Dining/Kitchen West �t4.3 1/2" = 1:-0 Li SOFFIT - SOFFIT I � °vim 4. z J Mt': IA t I -- '--- KITGHEN I;,��AND _ i c� LU LU I �Y rt r :pub 2 Kitchen/Main Room North p A4.3 1/2" - V-0" O VAULTED d SOFFIT Document Date: Document Phase: - -- Construction Documents rev. date remark `u m _ m W '�'I'k�DO1N SEAT Page 3 WINDOW SEAT m 1,_2" CA 1 Master Bedroom East South A4m3 At4.3 1/2" _ 1,-0„ ,III The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton. Lighting legend � � `E CEILING MOUNTED LED L16HT FIXTURE LE WALL MOUNTED LED LIGHT FIXTURE o LED CAN LIGHT LV LOW VOLTAGE CAN LIGHT FLUORESCENT CAN LIGHT `E c UNDER CABINET LED PUCK LIGHT UNDER CABINET FLUORESCENT PUCK LIGHT %7 TRACK MOUNTED LOW VOLTAGE LIGHT O SPOT ADJUSTABLE LED LI6HT LOW VOLTAGE PENDANT LIGHT 7J Eo LED PENDANT LIGHT FLUORESCENT STRIP LIGHT — CEILING FAN -LT INDICATES LIGHT WHERE SHOWN 1 O CA O ! I LED STRIP LIGHT V 51NOLE POLE SWITCH 1 SINGLE POLE DIMMABLE SWITCH , r i 73 �oR 4 ,`e,. .W CV to U. DOOR ACTIVATED SWITGH -� , .� _�. d- V N •Lr) -....0 3 NAY ELECTRICAL SWITCH U) (Q 'I) m +�. W C $so 3 NAY ELECTRICAL DIMMABLE 5WITGH o i Q $1 4 NAY ELECTRICAL 5WITGH $40 4 WAY ELECTRICAL DIMMABLE SWITCH TIMER ELECTRICAL SNITCH i IPAD DOGKING STATION FOR 5AVANT/LUTRON GONTORL5 IPA -- - ---- LUTRON LIGHTING CONTROL STATION o L Y uD LOW VOLTAGE TRANSFORMER x7S J MOTION DETECTOR ENTERTAINMENT RM. ALL ELECTRICAL +� CEILING MOUNTED ELECTRICAL OUTLET Q 2 CAR GARAGE OUTLET5/LIGHTS AND FIXTURE o� j so co ARE REPRESENTATIVE ONLY �°O GARAGE DOOR OPENER �- � FINAL LOCATION AND DE516N TO Cy v d BE DETERMINED BY OWNER5 REGE55ED EXHAUST FAN ^' i _` fF RECESSED EXHAUST FAN/FLUORESCENT LIGHT _- voo voo 5D SMOKE DETECTOR CLOSET GO CARBON MONOXIDE DETECTOR 4 1 -s'. G00 WET BAR - i < CL E W69 LE __. _ O V HALLWAY q LE ^' d LU LAUNDRY -- ` r cd O z L Ir p ' BEDROOM #2 a BEDROOM #3 f M LE LE LE BATHROOM Document Date: wP Document Phase: Construction Documents 4 � rev. �dates remark 13 013 13Q,assan>�� First Floor Lighting Plan 3 J J O OE O MPE Z 9 1 Pirst i=loor Lighting Plan ^_ :�c"�' zT TES` s # 'W zn a The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use, reproduction or publication el any method in whole or in part is prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael TraRon. , • Lighting leg end J 0 LE CEILING MOUNTED LED LIGHT FIXTURE 0 LE NALL MOUNTED LED LIGHT FIXTURE LE OF LED GAN LIGHT LOW VOLTAGE CAN LIGHT FLUORESCENT CAN LIGHT �.... E UNDER CABINET LED PUCK LIGHT j {F}c UNDER CABINET FLUORESCENT PUCK LIGHT TRACK MOUNTED LOW VOLTAGE LIGHT • -• •I I I',, I I OO SPOT ADJUSTABLE LED LIGHT I LOW VOLTAGE PENDANT LIGHT L -(•hp LED PENDANT LIGHT FLUORESCENT STRIP LIGHT CEILING FAN -LT INDICATES LIGHT WHERE 5HONN z • ..lit .— CA i� I -41 ;:i .............. LED STRIP LIGHT F • O� v \ I SINGLE POLE 5NITGH +r , • M LL N •� ° 51NOLE POLE DIMMABLE 5NITGH ` \ • jI �0R DOOR ACTIVATED 5WITGH V . , . _ — . — . _ . — - -- . o _— — . _ — . _ . _ . — 3 NAY ELECTRICAL 5NITGH O 1 $30 3 NAY ELECTRICAL DIMMABLE 5NITGH -• �'� 1 $4 4 NAY ELECTRICAL SNITCH QQ4D 4 WAY ELECTRICAL DIMMABLE SNITCH mt a 1 a. , a n - --. — -- _ . ._ _ — - $T TIMER ELECTRICAL 5NITGH PAD DOCKING STATION FOR 5AVANT/LUTRON CONTORL5 - F IPA EL LUTRON LIGHTING CONTROL STATION Yj r LON VOLTAGE TRANSFORMER MOTION DETECTOR MAIN IROOM ENTRY ALL ELECTRICAL w CEILING MOUNTED ELECTRICAL OUTLET ' OUTLETS/LIGHTS AND FIXTURE LE MASTER BEDROOM ARE REPRESENTATIVE ONLYEl GARAGE DOOR OPENER ,, ._ o — uLE LE FINAL LOCATION AND DESIGN TO v SD CORECESSED EXHAUST FAN BE DETERMINED BY OWNERS r RECESSED EXHAUST FAN/FLUORESCENT LIGHT c(� W SD SMOKE DETECTOR LE GO CARBON MONOXIDE DETECTOR : LULE E LE e ,. __. . - — _., LAUNDRY Y 3 ROOM MA a TCIC �F LU —� F BATHROOM O� — Le 'v aLF tu ♦ Q E LE LE LE F ' v Z -- ! HALLWAY (N x i KITCHEN E . O Z O _ 1 DINING AREA LE LE � 7 LE� E CLOS T F SD CO E r. � 1 Document Date: O BATHROOMBEDROOM #1 - Document Phase >x - Construction Documents .., Vi2G��`. I I rev. date remark Second Floor Lighting Plan U 0 1 5econd Floor Lighting Plan MPE2m10 PE 2.8 1/4" _ V-0" :.° F ?�� >Ea E •fir% RIF r t u x s y 'The use of these plans and specifications is restricted to the original site for which they were prepared. Re-use,reproduction or publication by any method w kx.No�- e x ,etr° � • in whole or in part 15 prohibited,unless authorized by Michael Trafton. Ownership of the design,plans and specifications is solely with Michael Trafton.