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Permit File BLD-2016-1706 2305 16th Street (3)
.: S 4 City of Anacortes Invoice/Permit #: 131.13-20164706 ' 904 6th Street Applied date: 12/22/2016 P.O.Box 547 Issue date: 06/05/2017 Anacortes, WA 98221-0547 Expire date: 12/02/2018 r` (360) 293-1901 100 Job Address: 2305 16TH STF pe: Single Family Residence Permit ANACORTES WA 98221 Project: APN Remarks: New single family residence constructed per approved plans Owner: BRUCE & JOANNE WILLIAMS Contractor: LEXAR HOMES OF BURLINGTON Address: 1721 S 227TH PL Address: 489 ANDIS RD DES MOINES WA 98198-6221 BURLINGTON WA 98233-3329 Phone: (206) 878-3296 Phone: (360) 588-4131 License #: LEXARHB905RF General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R-2 Building Permit Fee 21483,35 Lot Area 15000 Plan Review Fee 11414,18 1st Floor Square Footage 2923 Mechanical Permit Fees 89.20 Garage Square Footage 762 Plumbing Permit Fee 188.00 Deck Square Footage 88 State Building Code Fee 4.50 Porch Square Footage 146 Sewer Inspection Fee 50.00 Building Valuation 365600 Storm Drain GFC-Residential 1,408.06 # of Heat Pumps 1 Sewer GFC-Residential 87987,40 # of Backflow Devices 3 Park Impact Fee 615.00 # of Bathtubs 2 Traffic Impact Fee 900.00 # of Clothes Dryers 1 Total Calculated: 16,339.69 # of Clothes Washers 1 Deposits/Receipts: 200.00 # of Dishwashers 1 # of Gas Outlets 1 Total Due: 16,139.69 # of Gas Piping 1 # of Water Heaters 1 ,. , -0 ,z, . �, •„ # of Water Piping 1 m .L, n __J __J # of Hose Bibbs 3 :7 V, r<, 1 W%0 �. # of Kitchen Sinks 1 `l # of Lavatories 5 0 1_n � • 2> i n 1_I LL. # of Range Hoods 1 a• ? � � --J 1= --J C # of Showers 2 L- rt•• m .T r-h t # of Slop Sinks 1 D•^ 'O V t.. n # of Ventilation Fans 4 ? ? r~4 T -•- # of Water Closets 3 D Z Y r VJ c (% / h y R it T. 1K 1= 9 7��. 1 -J Z t Prescriptive Energy Code Compliance for All Climate Zones in Washington Proiect Information Contact Information Lexar Homes 4$9 AnGIS Rd Burlington, WA 9$233 360-707-2112 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones RNaluea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb•e n/a n/a Ceiling' 49' 0.026 Wood Frame Wall9ims' 21 int 0.056 Mass Wall RNalud 21/21h 0.056 Floor 309 0.029 FBelow Grade Wall'.' 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits. 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. �. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. �3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary O tion Descri tion Credit s 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d . High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 1 Renewable Electric Energy 1 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions *1 0.5 i�eo5L_A City of Anacortes In 904 6th Street `!+� is P.O.Box 547 Anacortes, WA 98221-0547 00 � , oice/Permit #: Applied date: Issue date. Expire date: BLA-2017-0009 05/19/2017 05/19/2010 Job Address: Permit Type: Boundary Line Adjustment :57-Ye Project: APiV: Remarks: Consolidating 2 lots into 1. Boundary Line Adjustment. Parcels #: P133579 & P133580 Owner: BRUCE & JOANNE WILLIAMS Address: 1721 S 227TH PL DES MOiNES WA 98198-6221 Phone: (206) $78-3296 General lnfiormatlon: Boundary Line 1 Contractor: Address: Phone: License #: Fees: Boundary Line Adjustment Total Calculated: Deposits/Receipts: Total Due: i[�I�ItiI�7 100.00 0.00 100.00 cc a L+ 1 /y m1 19117 ba TOn Ad 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 i80 BAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR OCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, SIGNATURE OF OWNER OR AUTHORIZED AGENT I SUED BY Einan�;e E1er�artinent: 017253-oa2a Seri K a�/ 1912a 17 1 � :55F�hi I�ERMI.CS AND I NSV�E:C-f i(lN5 BRUCE & JOANNE WILLIAMS BLA 2017-0009 Boundary Line Adjustment Consolidating 2 lots into 1. Boundary Line Adjustment. Parcels #: P133579 P133580 pending 2017 Item: BL_A-2017--0009 Payment Id: 158831 Subtr�tal Total 1tiO.0a 100.00 100.00 100,iw U3FINANCE CREDIT CARD 10O.a0 Uisa t+++++++4%4l4rT9678 R040112863964 Authr005815 Change due 0.00 Faid by: BRUCE E WILLIAMS ��i���il����i�f�i�i►l�Iilliil�iiiil�Ilil�i��l�l6iiil��f�il Signatures _, Thank you for your payment CUSTOMER COPY DUPLICATE. RECEIPT bt b I Al°fw 1/ C a�7 wo, y )dj►na. y %Tree , jr C�/T b -- rO m �r �fof 2 /1 (/S 20/ 1 V / or �0YYL �qo� a�eam Ir by A+f VL nga 115 r 11 57ae 7" --� a— 5 ww, p�F /s 4/e4,) : ; fe p/a000� �'✓� C �w�qt K�r Ale 5fit° ppe-cl s f, ra L/ j tprelll� goo* GGr Yt��Se s WAF� �x ka-�.� g L i '� 4•d C � ca.a 1w,. eon. .� o vtrn e G�1 c �l rT w3s- 07 b� Anacortes Planning & Community Development Dept. Permit Center P.O. Box 547, Anacortes, WA 98221-0547 PH (360) 293-1901 Don Measamer, Building Official, Planning Director FAX (360) 293-1938 February 85 2017 $race &Jean Williams 1721 S. 227 h Place Des Moines, WA 98198 RE: Plan Review notes for the proposed home at 2305 16a' Street Please address the following items so I can complete the plan review. l . Please provide a full size site_plan, to scale, and a recent boundary survey. 2. Please supply a landscape plan (could be included on the site plan) showing what all ground surfaces are to be when done (lawn, mulch, driveway & etc.), and indicating location & type of trees. One tree per 1,000 square foot of lot area. 3. Indicate slopes, if any, on the lot. Provide cross section views indicating stepped foundation if applicable and heights of those foundation walls. �+. Please provide an energy code worksheet complying with the 2015 Washington State Energy Code. 5. The plans do not show how the office and bedrooms #2 & #3 are heated. Please indicate on plans. 6. There is a skylight shown on the roof framing plan, stated as 6 feet in length perpendicular to the roof trusses. The truss engineering supplied with the plan does not show how the trusses will accommodate the skylight (no header trusses or girder trusses). Will some of the trusses continue through the skylight well? 7. Please indicate all of the required exhaust fans on the plans, in toilet roosts, bathrooms, laundry room & kitchen. 3' Please contact me if you have any questions about these notes. More issues maybe identified when we review the items requested above. There is a separate review for Public Works by Steve Lange. I believe you were contacted about this. If not let me knave. rw Paul IngATS Plans Examiner City of Anacortes •i 934908 ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 PH(360) 293-1920 E-MAIL: stevel@cityofanacortes.org FAX(360) 293-1938 Memo Date: December 23, 2016 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review #1 for P56331 — Lot A and B cc: Eric Shjarback, Jim Baldwin 2 3d S 16 The submitted site plan for P56331 was reviewed by the Public Works Engineering Department on December 23, 2016. • 12-22-16: Submittal to Public Works Engineering • 12-23-16: Public Works review and memo back to Building Department The following comments are provided: • The Skagit County Assessor has not assigned parcel numbers to the lots associated with the referenced Boundary Line Adjustment. The owner will need to submit an Excise Affidavit in order to segregate the parcels as shown on the Boundary Line Adjustment. Also: • Project does not meet the required setback requirements as referenced in Boundary Line Adjustment. Both Lots A and B will need to be consolidated into one parcel to meet the setbacks. • The legal description as shown is incorrect. It is Lots 1 to 5 of Block 233. Site plan needs to be updated. • Attached for the applicant's use is a vicinity map that identifies City utilities and location of connections based on public records. • This project will utilize multiple erosion control measures. The plan identifies the use of silt fence. The use of straw waddles, straw, plastic sheets, etc. • Project will need to submit geotechnical information for infiltration rates for the proposed Dry Well (Seepage Pits). • Identify the location of the proposed Dry Well (Seepage Pits). • Side sewer size within the Public Right -of -Way needs to be 6-inch minimum (See current Engineering Development Standards, Chapter 5 —Sanitary (Zewer, Section S1-10). Attached for the applicants convenience. • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services • Width of the driveway at the street for residential access is 204eet maximum width (See current Engineering Development Standards, Chapter 3 — Streets, Section STR-28). Attached for the applicants convenience. • The site plan should reflect the Small Parcel Storm Water Plan. Additional comments can be found on the reviewed site plan and submitted Small Parcel Storm Water Plan. • Additional silt fence should be added around the perimeter of the property to keep the land disturbance activities within the property and also use as protection to the adjacent properties. • Show the location of the Temporary Sedimentation Pond. (NE corner) • Underground power should use the trenchless method. No open cutting of the street. • Public Works Engineering has requested a video of the Sanitary Sewer Main to determine the side service connection to the proposed Lot A. • Provided for the applicants convenience and use as part of the Small Parcel Storm Water Plan: • Erosion Control Notes for Residential Construction • WSDOT Standard Detail I-30.15-02 • WSDOT Standard Detail I-50.20-01 • WSDOT Standard Detail I-80.10-02 • Page 01-11 —Side sewers • Page STR-15 —Property Access 4�,, � e •Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services q`W P r DEC 2 2 1016 f� �J i V $1��- �k-5 �a► t� L�ro�,� YZ•Z3.1b ' SQ,L- R�'�tfrVtiFt. Tlrs �e�'Etpr. existing Itts ;_i�: C: Res�dentrak aid Duplex dev�k�pr�►,ent Q�t `re��rrr�d .Stfee� 1t1't,prtrve�errts .aim lD.. Afsp rnc�uded v�rEth tt�e Burfditi� Rerirrrfi far',re�rew )& a site map of tore°_ pr'Qpe.�y to fae-car�#ruaf�c� (See�fihe.atfached:Resrd�rrtial and Qupt�x S�� Pk�zi GhecCel[sf} T'he dr►,; eway �r �ri�ng era r�tust be d�srgnec and c�nstrucfied to mefck�r�#he� :#utura � �c3e :of thus#reef failure is �� this mey r�rali; in seueie drrvew�y.:gr�de'.s. �n tfle f 'fora F City ca�:e rec�tiires that the streets a�btattir� the f�urlclrn� site be rr�rproued te:#rali City Sta�d�r'ds prior to fh�,rssuerrce a� fihe �,ur1d'irrgt pertnrt This }nc}odes, bui: nvt itnrted ��a the �arlcre#a auri�,. g utter end s�lewk�, et'o�� sernr�c, sanitary sewer! viraterkrri�s, #ire: hyrira�t� Arad �#reef wkd�nirag ': � Existing aanac�te cur:E�, �utE�r� erxd arc�ewaik anci;�raphalt abutting the: burl�irng Brie must f�e� brau��rt tv ,scaepta�ke A1]f� and :;xafety stancfards� .prior t� the i5si:€rt� .afi ife Cett�ifi+�at� of Qccupanay. �"h1s :in�1ude;3 rep�rr- at afl tsrok�n end damaged �re�e,, nuSe� ex�Sttrg dnuQuvays ���� be retnrsuec� and re�tta�d with a 'stanclar � at�r-i�;: gr�ttrwr�and ;siieuuaiic 3 [�i✓QU�REf# �!)SkVI,ITT'�L� ��� �f Vls � � aampJe#�d S�raalC Parcel �tarrn lNat�r t��an (�1V�rd [�aaut�rrnt on .r�quesf)^ �:A completed Resrdert#reI atad Dupk�c Site Plan Che�kkst � R camp eted. Site Plan � 1;f appirc bfe, cons�ructtcn parrs far. any ar ell rer��trred of€Y�tt� rmpra�arrrents i;hat° :are dra n, de�agtredsand st�mpai�;f>y a C�;rafes�an�l. lrngrn��t�. If ;any of :the rte sunder the "R:�quired �tirbrnrttai� :l``ar: Re�ttev�'r at`e :nof included rn tine sr.if�mrttal, rt v�rll�i�e +;ansrdered r�cornpkete :ar,d gent back tc the appl�cent fvr add[tr:artal iriforniatan, TM s �r11:�tl�iaYii�e r�vievy process t�vrrafds appro�trng the B�rridtng I'erCmt.: Siioera[�y r. The'G;ity of Engne��irty=and Development-�e►vices �:ttt�le >. and :i]u�alrr:P;r�l�i�c'1tlf.�rks-Su1�rr�.rti:`Req�t�.�em�n tJ� thM aichineckist►d aamtpfe.site-ptantard:xara vt=prepa> a buEld[n p rrntrf.ap lScw,00,r This c teckiist wr[I : rd fhb a�aPlidanf ri prep.0 i a site flan.. t e mi%s thaf requrr e rr$llatron ;ofi suo. tanfra{ imrduemenfs naY require ptans drawn,;and dsYgnel ;fxy a N� C �hevv fhe�: d lvwai►vaX O L . ghcaw Start a!I E -old � 'SfQv�r tl7e prop, c?med i� gout 7 _ �h:Quit`:fl'1e E�plarn h' E W��, 5lr-�.►, sin o Sf ExPlarn b =i any fo=a stanarct �grr�eerng SEale ['i °�1 �', 1 "=2Q" :ot�] ov±tner rrne,h parse! IQ hurriber� site address, •and north arrow, �f.1. dlitftMsli *+ d4hd.fh640ln[tig sfreef tame: tcW16 bl'the_$xtst[ng curb ter nd sidmalk z0h & P.Moosed. ernei�fs,-and rAtreal aroas such as sfrdaLLKf efilands and s# e.. . shover �fh:e e�pas�d soil will �� dandled: dui��ig earrstructf�n:. ref dafeh haan inserts;, stray wales, aid r9fOrt eposed sal!;w piasf#c: aid fy a f. pr�xx .o ed erosion ri#fq. ;+m as:-+res>: u m.r LOfl' ill 1* hendf. d pad�.:nfllfFffh systernx: curb. drain,; :day well} rrc..sewer drain:: i, $iz and. p cif, #Yia pi o.Posed drainage con. II .��ritary .se'u"iier�nd the wafer`:ser�rce connection:. from Ine f U of the burlaing fMtkie .rl crest fire hydraryt: 00 T, i C>T �r�d f�Upt�� >arabitc Vl�lorks S�tb"rt�iiE�i:-R�qu€reme�fis ' i .. �itG`:Dia rag:sfii'�rt�rr#�ifsrid Eear»s y� p GS i GQr� vcc G� Nc3Ci'te" � t _ 1 Lam- � %t'�'- t (1 tT1 ,: de(ress a Phane , j E7� r S', % L ,met: � S�ie , ddressM^J r &�+k-6+ pareel ID Nuimbor sec ng Z T}rv�i F m.b 1 t; lit C7. 4r�: By (Nramel Thy Small Parcel StarTrt 1fVlaWte Plan needs to-:E e.subri fitted .with the Bu�Iding:permit,..To , assist Gity Stiff f to reviewing your }Ins ptea a 7nclde any notes or ca�mrnients you may Katie �erd�nndt�trdusi requ�remt as°they may Pettam tohj� derr�lc�pme�tt. f i S%rule d [3upfex Publc� 1!V'a.rEcs� Subt�iitttal Re:qu`r�emen - L---.. __..�---- ---- .._. I �;: i°ridvi� �� G1`e�f .. `t(apt�s 3'r "Gt`aiii i3: G� �i€s Rtart: :SF'SP artc! �ional�ng�near ��the parcel ��rrita�ns::nr s�.�c[j�ceni; to a �tr�am, a ta{c�t a.cias�e(� ciep>�ess1��,, a uuetJanti, c�rar f�a��rti �r�a has >ind�cate� �y land sl���� and �anaral 'red PC©fies�iartaf cluil eng►`naar shall prepare the plan; yltat�ee.. s�iai} �e��ri'r�ns�ra�-�frr>��agh:i`I�e . art ap�rov�d'sr�atl :parc�t °storm wafi�r p4arr; to' Sirtgt. Pu#�ttc `It�f€irks'��amitfiailt��s��u.r:.�r�r:�nt -- - -- � --- -- I '�:. SE�SP 1��� '4 it �ogs�r�u��!�n '�:��ss, oufie; �= �� G6n��`u' firm r�chi�t� �c�e�s shati;��;itr�ted:�� orr.� �iy theta'#frct�l . .. � .. ..... ... _ ..._. ... 1��H.... .... ....:..,: C2:'tr....... :....:...............o: .... . . b A �< ��titi l��S c��L,t_ Mra-rCl�It-�� �tL� � v(�tabd'� �g ��� `�. ��aav�l, t�C6S wt�.. �E tYlcsr�.s(ar� D{atl_.y (k1�rJ ul�( � ���7 e:. sett dal.. ��fi°�iaE_ �outec. unites appraved� Y' c. O vi ic�u� as much �tt�: puEili�� ��all peta:°the _� 0 r���vu��� �fi�aJ b�- ci��ci��i 4n afi last �a Liupl�x Publ��'Sr4�'or{�.�.Subme�kat �eggirernenfi a;. Pc:l> J d: 14,V�k s'rc ev�' \tom rµ st+ at Pal 64 It—� b,2E 4 a 5 -T4 a .s vs fram sfiarm *titer rartaff €ffi he• xl shed j poftsfewcting private drain` spmentd drsaring the �tarm ru, nofP gyp: 0 sp .Pacts n t Q er. shah ndt h r�+isg. apprav id Private drain l i es ge aserr►er�ts:viA appropriate. �cumer;�ts,: u }as aftt= b iiIjr and pupriex PubTr<c':i1�rrCt�_ SubtnriaM: (��gi�trer�an�s C Vnf�caCi�'I IF cs11 snall n°+ t011.f r:F3 on. -ar�"G1 f2itc-� and/ar rr1d f7arrx[less agreements shall die obtained frarn affected prapert owners AbI, a[iovu passage of all sifie :geneE`ated sfo:rM r,Unc�ff th is not: direcfly ctsnveyetl to -a cantEgid pubiao sterrn conveyance sysfiem: ljwlk7 _/ dT �e i9 c2o �c i'r •54i'srscc 5iv v ... tqwd ildl•-� �� ' . ;, � e �..:_�0.2 j'� S Grp.' . dP e lei}acenfiroperies sYreil be .protected fraCn sed;anent deptstt�i► icy IF M. approprt to l itillP's In iudcng, but n it l[mEted too v6deit firve huffier straps, 'Insiimenharnera Qr filters, dlices, berms, or rncalef�ing; or by a ca►inafvt :tabese nd �?fiter prop�af e Ma szresw �rra11C �5 �� p �'ez i>tea..... `. '. F.1�`'�' e r 50'cal. ,..Z :. ; ..:...ar b.: v..ir 1a g-vLti 'f U)V.l cz . g5i .::; v II c e a.Ccrsc� S'TC • vac I �h .Yr'eeym .G . a :.':.. dr... ..... � , .._.. d eiC)� ...... 2Y'�CL tmdelnOBPrs sheSP9 -'N4Masdd illi rnspefiei a.: ci ntarrEtarrtl regularly b+ the:ceveiapes to exrsr�re ctntrnued perfarmah '. of fih lr intended �U Lt.CL T � � •L �7 d yr s p J IF INNER 4 _ ... .... _ .. _ ..... _. ._...... 5; !sMP I4a 5aft er 13NCP's ether appropriate IVfP's t rrt�irgal� theWI'Meffedit of rncreas a runoff or inadequacy of atr�dy installed l3itlil I+ shatE be applred as re uira , r.cFdered byFF(he OffEataEk W p�S - 5P� 1�TonP•Stc�•'P��• 64 AP �. .. p .. 6 N e cts ..c .. ....:::a,e_ ..ir'E . red ....... SPSP No. 6� » 1= inancr l Liability. Perfc+rmanae . bn. ng, or other apprdrrat Enstryments,Irnay ia ire rewired for alf projecfs to ensure compirrwrth tp he approved small parcel storm water pion .((rd; 241 §'its, 1997 S ng:le: amii and:Qrrple Puff lr V1 orCts=.SurClmlktal llequ; .... I.- anua� y � 00"96Z O77r9996Z - 3.1Z,5Lo N m� a R :.3aGii 3 ,L8'6B M �9Z 9£00 S U� W� (LVld) 00.90 (07Y0).59"O anuaA y g 3za Aga Bi S 0075'03' E AM 314 h n m O� F W e � b o �"I b N�ry N �f 2 ? N W 1 � N O N rod N N N W }_ yW� n W W W 9 N W q W �90+i1 - 910Z 517 (A' Erosion Control Notes for Residential Construction — City of Anacortes A. Erosion Control Best Management Practices shall be in place per the accepted site plan prior to any construction start. B. The erosion control shall be inspected once a day and modified to meet the surrounding conditions as needed. C. The storm drain system shall be cleaned daily (Section 7-07.3). All drainage systems shall be cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. D. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained during the duration of the project. Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enter onto City streets. E. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) F. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager, The Project Manager can require seeding in additional areas in order to protect surface waters, adjacent properties or drainage facilities. G. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under Chapter 17.66 — Penalties for Violation. Each day is considered a different violation. 0 �� W Z U Z W Z im � U W O F io � U H � � � O m O U O_ W - O a F LL Z m Z QO ¢ Q F � U W �mZ ZWw Y Wiz aim amw oo� r.• ao wF aQ �U •' W ja N6 p� aa< mZ m' r- a W W O(D 4! 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Toilets, urinals, and washbasins shall not flow through the interceptor. C. The interceptor shall be located oufiside the building within 20-feet of drive for access by maintenance vehicle. D. The interceptor shall be filled with clean water prior to start-up of system. E. Allowable materials for construction are as follows: • Tank --- Concrete • Baffles — Concrete, Steel Plate F. Access fio the interceptor shall be mainfiained free for inspection and compliance determination sampling at all times. G. When pre-treatment is no longer required, the inlet and outlet pipes shall be permanently plugged, the separation chambers pumped out, and the vault removed, or fill with compacted crushed rock or control density fill. H. A City of Anacortes approved maintenance program must be posted in the kitchen area. 51-09 EASEMENTS A. Show easements on plans and identify width. B. Show easements on all private property. If easement is defined as a constant width on each side of sewer main, then show a segment of the easement and label as typical (Typ.). C. All easements with public utilities shall be granted to the City of Anacortes. D. All easements shall be a minimum of 20' in width, unless otherwise approved or required by the City of Anacortes. E. Also, see Section SM5.E. Building Setback Requirements", S1-'[0 SIDE SEWERS A. Side sewer stubs sha[I extend from main line to � 0-feet past edge of property line. 6-inch pipe shall be used inside the Public Right -of -Way (unless expected flows require larger size line). B. The end of each sanitary sewer stub shall be marked with a pressure treated 2x4 painteA green, or a ON pipe. It shall be placed at the flow line of the stub and extend 4 feet above finished grade. There shall be a permanent mark labeled "SEWER" with a depth to the flow line on the stub marker. C. 6-inch minimum pipe shall be used for private joint -use sewers, and when crossing a property outside the lot to be served. Commercial side sewers shall be minimum of &inch pipe_ For Multifamily developments, side sewers for each separate building must be at least 6-inches in diameter. For those buildings serving over ten units or for side CHAPTER b S1-11 �3) STREET STANDARDS JULY 2011 1. Cold mix asphalt is used as the temporary asphalt surface layer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair (See AMC 12.08) x 150%, 3. The Contractor is responsible for al€ maintenance and repair during this period. STR-27 CITY -OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain aRight-of-Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08 — Street Excavation Permit Requirement Install 18-30 inches deep within`and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride 'PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high -traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Conduit ends terminate at Type II junction boxes conforming to WSDOT Standard Plans J-11 a. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility Vault Co. (800) 839-3500) with inside dimensions of 3'-5' VV X 5'-5"L X 5'-1 WD. The contractor must submit conduit and vault as -built drawings showing the right-of-way and property comers, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone GATV." STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Gurb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to 50 feet Intersection *Maximum Width at Street 20 feet 30 feet Residential **Commercial Right Turn Only at Signalized Intersections <_ 250 feet <_ 125 feetArterials Collectors Right -In -Right -Out Only When Safety Warrants * Driveway cuts in sidewalk required *� Unless topography or traffic volumes require wider. CHAPTER 3 STR-15 GlzY o� Anacortes Planning &Community Development Dept. Permit Center '2qzltw P.O. Box 547, Anacortes, WA 98221-0547 PH (360) 2934901 9COg� Don Measamer, Building Official, Planning Director FAX (360) 2934938 February 8, 2017 Bruce &Jean Williams 1721 S. 227th Place Des Moines, WA 98198 RE: Plan Review notes for the proposed home at 2305 16th Street Please address the following items so I can complete the plan review. 1. Please provide a full size site plan, to scale, and a recent boundary survey. 2. Please supply a landscape plan (could be included on the site plan) showing what all ground surfaces are to be when done (lawn, mulch, driveway & etc.), and indicating location & type of trees. One tree per 1,000 square foot of lot area. 3. Indicate slopes, if any, on the lot. Provide cross section views indicating stepped foundation if applicable and heights of those foundation walls. 4. Please provide an energy code worksheet complying with the 2015 Washington State Energy Code. 5. The plans do not show how the office and bedrooms #2 & #3 are heated. Please indicate on plans. 6. There is a skylight shown on the roof framing plan, stated as 6 feet in length perpendicular to the roof trusses. The truss engineering supplied with the plan does not show how the trusses will accommodate the skylight (no header trusses or girder trusses). Will some of the trusses continue through the skylight well? 7. Please indicate all of the required exhaust fans on the plans, in toilet rooms, bathrooms, laundry room & kitchen. Please contact me if you have any questions about these notes. More issues maybe identified when we review the items requested above. There is a separate review for Public Works by Steve Lange. I believe you were contacted about this. If not let me know. Sincerely, Paul Ingalls Plans Examiner City of Anacortes 3 60-2934 908 i 0 DESCRIPTION: Lots A and B of Boca being a portion of the Lots 1 through 102 inc WASHINGTON,of as Situate in the City of Line Adjustment BLA-2016-1005, filed under Auditor's File No. 2Q160725Q137; wing described property: ve, Block 233, "MAP OF THE CITY OF ANACORTES, SKAGIT COUNTY, at recorded in Volume 2 of Plats, page 4, records of Skagit County, Washington. County of Skagit, State of Washington. STi�EET °` 0lE POST AM1iJ� I P56333 P50M � �P56 M5 � � P56= I � I tOT ri L" 15 LOT 0 I LOT A I LOT w I wr f9 LOr o City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Invoice/Permit #: Applied date: Issue date: Expire date: BLD-2016-1706 12/22/2016 06/20/2018 Job Address: 2305 16TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: NSFR Owner: BRUCE & JOANNE WILLIAMS Contractor: Address: Address: Phone: (206) 878-3296 Phone: General Information: License #: Fees: Plan Review Deposit State Building Code Fee Sewer Inspection Fee Storm Drain GFC-Residential Sewer GFC-Residential Park Impact Fee Traffic Impact Fee Total Calculated: Deposits/Receipts: Total Due: 200.00 4.50 50,00 1,408,06 8,987,40 615,00 900,00 12,164.96 0.00 12,164.96 r-1 i , I 1 Wi G ? t� 077 , 3E 4 --1 �. _ --1 }{ - Cn (, iE ]> rho r1l C-, iE a! :-t �L ?" � C, .. 1,) vim-• .+ 1,, +evrt: Z • t. ri -r, rn r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHItr 180 D*S;_dEZ I' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK tj COMMy=NPEP_; !� HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRO`VfSQW , OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORiNQT,tTIIE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERIT*A � i l.r b LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. '-'p' C:! ,: L 11:4 CDr-a n =1 r_:4 I ,_, 0 r, .� 2C, SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY - -- :-r 1 �ubm`[tEa1: F�eau�rements APPENDIX b!- bINUiLt 9=AMILY AND DUPLEXES' %JULY 2u11 PUBLIC.. 0 DEPARTMENT REVIEW. This section co ers the pukfc Works Review of Residential and Duplex development on existing lots. A. Deveio ment requirements related to the required street improvements are Sincerely; The City of Engineering and development Services; Single and Duplex P.ub[ic Vlforks Sulam`rtfaC Rec�uir_ements Use fihis building d engineer!, Plesse aid you when preparing a if in prepaiing a site plan.: Permits that require merits may require plans drawn and designed by a rvifh City staff prior.to submitting your application. Draw the.: plan to a standard Engineering Scale [9 "�10', 1 "=20" etc:] Include th owners namie,.the parcel ID number,`site address, and north arrow. V Show the l t dimensions, and the adjoining freet names. ►J�� C Show the:1 cation of the existing curb; gutter and sidewalk and the proposed t�Y S}�aw t17� V Show th in fio the sanitary sewer end the water service connection', from the front of the building fa the nearest fire hydrant: Single bupl�x Public VlVorfcs Submii%al Requiremenfis Section. '. and Rege�la�tians ` %�GSfh Project Name s � � rGt, 17� S, z2� PL �2s1140, �cu Owner; (game, Address and`Phorle) �EZ"m`_t�cq Sifie Address, Af 146+ ` e+ Parcel 1D Number SIC, Twn Rng 1lV.iVl: Prepared' By. (N{ame, Firm, Address, Phgne) m Vl/afer Pian=needs to be`suf,mitted w[th the'Building' permit. To ewing your plans, please include any notes or comments yoU may foal requirementsc as they may pertain to this development. Single Duplex PubtEc 1EUvrks Subtn�ttai Requrrementis SYIiBDL Elm:: . oF: fldr: HOW Nw irgm=,, . r I dam. r�no CONLAEIE CNAIEM4IY: YQ0 g COf0m:svmgK 10D-SF COMIiadI PAP 180 g IOTk• b310 5F �':FFSf QFAIS r. A. 9', Ins �. Gt thl 3, Gi th; B; Plans C. Site Klan. drainage 1" 1Q1"1V1.9V'I Lf D;. Ser ero soft E. ;for imp F: 'Sm ar�:c! the vices o� Prafesslonal Engineer. if the parcel carftains or is adjacent to er a fiapdpiain, a stream, a lake, a closed depression, a wetiand, or>art Si'SP foE{owing Single y and buplex PuE�lic vVior-ks Submit%at Requiremenis e': 5aa�i daily 1 be cleaned 4n at`keast a Single Family and t�upl�x Csublic Works Submittal Requlrernen�s APPENC IX B SIP 2. SPSP No. 2 M=I Sf prevented front rr through suitable vegetatS ion, pi sed soifs shall be rair!age systems sited to sod or other 7und base.on areas Sr!ngie Fa ' fly and Dup[ex Pubfic`WarCcs Submittal R�q�irernents c. Verification shall be provided to the city engineer that the as -built defentia/retention facility is in, compliance -with the project requirements. o ,d L, If C': d 2z e r d. Ali e. 4. :ctly conveyed to a puoUG'stann roved by the aflicia[. Easements obta5 red from affected property :ed storm runoff that Is not, arm cop..nveyance system. y� S vi..B�/-I Cdyt,�)�yc�aiati -f8 Ja4rc� ,o�cyoe?wfil ez, fi hall cted frosediment depsition Adjacenproperties s-be protem oby appropriate BMP's including, but not limited to, vegetative buffer'stnps, sedimeMborriers or fifters, dikes,'berm5,, or mulching, or by a combination tA these' nd other appropriate measures. (� PKAC Amvro/w/� arf �' heel !Derr r1� 1 'S; SPSP No. of increasf as requirall 7reE't q � e M=e on iV Maintenance..All erosion and=sediment control BMP's shall :be a d maintained regularly by the developer to ensure continued of their intended function; fi. SPSP No. 6 -� Pinancial''C.iat�ility. Performance bonding, or other appropriate. insfruments,.maybe: required for ail projects to ensure compliance with the approved small parcel storm Water plan. (Ord. 2441 § 10,1997) Sr►gie �amlly and ©uplex Public Ullorlcs Submittal Requirements Z,305 I Si M NOTES: 9. SEWER: WILL BE CONNECTED TO THE EXISTING STUB IN ALLEY VIA 4" LINE. 2. WATER: NEW METER ON 16TH STREET FRONT OF HOUSE, 1" WATERLINE TO HOUSE. 3. STORM: ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE CONNECTED TO TWO SEEPAGE PITS. 4. DURING CONSTRUCTION THE RUNOFF WILL BE CONTROLLED BY SILT FENCE. D i 5 i AIVC e rRO M rR6 NT cs� 8LI16..V IM ir, 6. All disturbed areas to be replanted with grass 7 EXISTING IMPERVIOUS AREA: NONE, VACANT LAND • we . PO RCH • '*ONCRETE DRIVEWAY"ONCRETE FRONT PORCHA SCALE DAT E S I T E PLAN (E)rH19 r B) a30 CATED 76) . i I PROPOSED I I LeS5 l �FRoNry"' �'ORC.h4� ezw -- ALLE T7� i� W H0USt I/.+11 eI a mt7�_mmf 7� adr � y` « '7! sc 160 ER P/ Pik® i��5 ED ©N C PL.ETE EV AY SILT 4CENCH' F 2dx 3f METER E�xl 5 Tr//& ID rc 141 WATER f +® TER LINE + 06 (9' sl 61 I IMEWIE `' � R:oC� Off P P� aA eukYERr DEC 2 2 20% PR0F'Mry LINE(7rp) I tti I �e/vIP if 6 wE� Po � t . �L= L A:na.cortes PIi Ferm.it Center: P.O. Box 547, 2O1'V & CommunityDeveIopment'Dept. This work -sheet is intended to sslst you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After`completing this form, please a0d-all relevant information to your construcfio plans: PART 1 IF Whole -House Ve 'I I I onF lect one of the following methods, IF A. Fresh air will;f�e circulated by the central forced air furnace. The furnace must have afresh air intake duct and the bi wer mint be activated by a timer to circulate air' a total of 8 hours daily; ^B. Fresh .air will be supplied by wall orwindow vent ports in e11 ach bed11 room, kitchen, living room and other habitab a rooms along with awhole-hawse exhaust ;fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to. operate according .to he fan sizes. and time 'schedules below: The.table below assumes a residence of 3.000 square feet or ess:IF Continuous. operation 12 hours d I bedroom 45 Cfm 90 cfm 2 - 3 bedrooms 60 cfm 120 cfm 4 - 5 bedroom 75 efrn I50 cfm _C. A heat-recove ventilation system'" minimum OFM flow rates as shown in option B. PART insulation and Windows; Framing Gla,� zina °j�' U factor Ceifina Watts Floor DIU 2x6 construction* unlimited- 0.30 R49** R-21 R;30 R-1`0 ** R-313 insulation maybe used with dvnIceCI fFI raming, meaning that elevated trusses or rafters must be used so that the full R-3& insulation will extend'.to`th I utsi%de of the top plate of the wall, PART 3' ,I Leakage: The IF,building en elope, must limit air, leakage rate to not exceed 5 air changes per hour (ACH): A blower door test will be requred, s DESCRIPTION: X IBIS A Lots A and B of Boundary Line Adjustment BLA-2016-1005, filed under Auditor's File No. 201607250137; being a portion of the fallowing described property. Lots 1 through I0, inclusive, Block 233, "MAP OF THE CITY OF ANACORTES, SKAGTT COUNTY, WASHINGTON," as per plat recorded in Volume 2 of Flats, page 4, records of Skagit County, Washington. Situate in the City of Ai4acortes, County of Skagit, State of Washington. I I �� 16TH STREET cam1NMorw0" Naas •w 4a*i' 1a LO D 7�96`MAW s, T i SF ( LOT 1 I- to SFI I I ftwlI i 3 I i Lot IC Lot" B . �t LOUA 5F 077 We 20 I I f I 7 70:N' ' BL QCK w a 1- -I-- -1- 1- -F -1_.._-1- -1- 7- 7-�N I( l l l l l l l l l I Ip I I PROM I I P56M4 I IPWM251 I PS&M I 1 LOT tt I LOT M 1 wr'u 1 Lar n 1 L" is 1 cot re 1 1" 17 1 wr w I LOr M I Ear au 1 �r N 0 ■� e r TAYSO CONSTRUCTION LLC LEXAR HOMES OF BURLINGTON 489 ANDIS RD BURLINGTON WA 98233-3329 Domestic Litnited Liability Company . TAYSO CONSTRUCTION t;L LEXAR HOMES OF-BURLIN TON 489 ANDIS RD BURLINGTON WA 98233.3 29 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANC CITY LICENSES/REGISTR TTONS: BELLINGHAM GENERAL BUSINESS SEDRO WOOLLEY GENERAL BUSINESS BLAINE GENERAL BUSINESS STANWOOD GENERAL BUSINESS ANACORTES GENERAL BUSINESS MARYSVILLE GENERAL USINESS #4131CON710 LICENSING RESTRICTION 002274 DETACH BEFORE POSTING Unified Business TID #: 602 794 622 Business ID #: I Location: 2 Expires: 01-31-2017 Not licensed to hi a minors without a Minor Work Permit. REGISTERED TRADE NAME LEXAR HOMES OF BURLINGTON This document lists the registratign , namedabove.6y acceptingthisclacum was complete, true, wind accurate t� ti conducted in compliance with all ap cements, and licenses authc�rizcd for the business '/%�� /�>licenseecertifiestheinformationontheapplication ���.rM�h�" ' '"' �f his �r het`knowledge, ani that business will be _ le Washington state, county, and city regulations: Director, Department of Revenue ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 E-MAIL: stevel@cityofanacortes.org Memo Date: December 237 2016 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review #1 for P56331 — Lot A and B cc: Eric Shjarback, Jim Baldwin PH(360) 293-1920 FAX(360) 293-1938 �30S 16 The submitted site plan for P56331 was reviewed by the Public Works Engineering Department on December 23, 2016. • 12-22-16: Submittal to Public Works Engineering • 12-23-16: Public Works review and memo back to Building Department The following comments are provided: • The Skagit County Assessor has not assigned parcel numbers to the lots associated with the referenced Boundary Line Adjustment. The owner will need to submit an Excise Affidavit in order to segregate the parcels as shown on the Boundary Line Adjustment. Also: • Project does not meet the required setback requirements as referenced in Boundary Line Adjustment. Both Lots A and B will need to be consolidated into one parcel to meet the setbacks. • The legal description as shown is incorrect. It is Lots 1 to 5 of Block 233. Site plan needs to be updated. • Attached for the applicant's use is a vicinity map that identifies City utilities and location of connections based on public records. • This project will utilize multiple erosion control measures. The plan identifies the use of silt fence. The use of straw waddles, straw, plastic sheets, etc. • Project will need to submit geotechnical information for infiltration rates for the proposed Dry Well (Seepage Pits). • Identify the location of the proposed Dry Well (Seepage Pits). • Side sewer size within the Public Right -of -Way needs to be 6-inch minimum (See current Engineering Development Standards, Chapter 5 —Sanitary Sewer, Section S1-10). Attached for the applicants convenience. • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services • Width of the driveway at the street for residential access is 204eet maximum width (See current Engineering Development Standards, Chapter 3 — Streets, Section STR-28). Attached for the applicants convenience. • The site plan should reflect the Small Parcel Storm Water Plan. Additional comments can be found on the reviewed site plan and submitted Small Parcel Storm Water Plan. • Additional silt fence should be added around the perimeter of the property to keep the land disturbance activities within the property and also use as protection to the adjacent properties. • Show the location of the Temporary Sedimentation Pond. (NE corner) • Underground power should use the trenchless method. No open cutting of the street. • Public Works Engineering has requested a video of the Sanitary Sewer Main to determine the side service connection to the proposed Lot A. • Provided for the applicants convenience and use as part of the Small Parcel Storm Water Plan: • Erosion Control Notes for Residential Construction • WSDOT Standard Detail I-30.15-02 • WSDOT Standard Detail I-50.20-01 • WSDOT Standard Detail I-80.10-02 • Page S1-11 —Side sewers • Page STR-15 —Property Access <� ~- �s •Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation • Equipment • Capital Projects • Development Services 4`0 P DEC 2 2 2016 � P��� mks ��, �� .c�►,�,�-� n.Z3 .�� ��--. ��ibm`[t�a1 'Re��irernentis This section existing 'iota:: Sneereiy; The pity of REVt�IN aee �iic Works Engineering and development Services; Sinc�ie ly and puplex Public Works Subm`ttta! Requirements Usa fihis ate building pay V-.�^' v31JYl Re; rn �che� chE it appiic Draw fihe, I Include th I2/Show the ►J�� C Show the driveway:. Set Show the Explain h o B 0 0 *- s/ Show JULY 20 yid the applicant.,in preparing a.ste plan: Permits that require tantia{ improvements may require plans drawn aand designed by a Please check with city staff prior to submitting your application. an to a standard I.ngineering Scale [4 ° 101 1 "=2c etc:] owners name,.fihe parcel ID nurn. ber, site address, and north ;arrow. �t dimensions, and the adjoining street names. >cation of the existing curb, gutter and sidewalk and the proposed. fence, catch basin inserts,:._ straw wattles, and diversion ring :exposed soil with plastic; at on and ;type of 'proposed erosion Pont! 01 measures,: t driiveway runwill be handled♦ sipation pad, infiltration system, curb drain, dry well, storm sewer drain:, on,size ;and type of the proposed d. rainage control 7n to the sanitary sewer end the: water service tonne.. ction. froIll the front of the building to the nearest fire hydrant: Q�T- (�CSlbti, . hr�ta�t O6 d PST" �T o'F ��Nn wwlee� t )*-�, '11-415 P015 ►Q� trl(2C INFiL' ►�l,pmo� Rv.� Single Farjniiyand duplex :Public VlJorks Suf�miiEal' Requrernenfis Section 134 k Prajeci Name:. er 13:36 Drainage Requirements and FtwguiatiQns idress and Phone} �( ,--1•izql; ; E7Z r S Number pzL � e.� /VI°rl�i,z l� cuA „_ �-,��� Parcel ID -z�� -579- 3 zr)A Water i'lar� needs to besulamitted with the'Builciing permit, To wing your plans,, please include any notes or comments you may al requirementst as they may, pertain to this development. Sfingl<e D uplex Public Vtifor[cs Submittal Requirements (Do not include with submittal} A. !?eyelopme�nt Subject to Small Parcel Requirements, Each of the foJEartiing new types of developme.rits shall control erosion and sediment transparf during construction, and permanently stabilize soil exposed during construction in:accordance with the requirements of this section; 7. Individual, detached; single-family Nresid,ences and dupiexes 21, Creation or addition of more than one thousand. and less than five thousand square feet of irnperviaus area; 3. Gradingj, clearing or land -disturbing activities of more than one thousa cl square feet and less than one acre, B. Plans far such development shall include a site plan and a small parcel storm water plan (SPSP). Based upon the review of the small parcel storm water plan, a determination W. JR be made asrto whether or not further drainage plans or information are needed, 1. C. Site Plan. The site plan shall indicate the character of the existin'" site, , topography, natural drainage features on or adjacent to the site, the location Sh dimensions of all existing and proposed impervious surFaces; R: F:. SPSE' �.:36R80, General vuater quantity standards, and general water quality standards all puns subjecf to fallowing requirements, Single riily and 13u�lex Public Vtlor-ks Submittal Requiremeni e 'Sethi �a'ily Single �am((y and duplex Public V►forks Su�bmitta( Requirements II r-trr�t�vin a •-.�ttv 2.:SPSP No. 2 --i Sta a. Surrouridl developm Apl'p. sc Lines on ti be used f statemeni '%%e �: Dralnal deveCo� stdewa ,p,L*.AZ ' - prod lsti storm v accdmj bu-C - lines at onf y Ol' Got1S ;�nnecl G(ei e; of Denutled �►reas sail$ shall be sge systems r to sad or other i base on: areas ant propertles shall of'rreptative buffer tg; ;or by:a ided to all impervious ereas of the ;loped area shall be provided vojth Srngle ri[y and Dup[ex Pub[[c`iNor[cs Se�bmifta[ }2�q�r[rert�ents j�P�5a2� • 1'� 1 S c: d. All ,1LJL' engineer that the as -built an storm runoff shall be directly conveyed"ta a public storm aice system, unless otherwise. approved by the of bial. Easements C1pld-harmless agreements shall be obtdfned from affected property fo allow passage of all site�genel`ated storm runoff that is:not, conveyed to a contiguous public storm conveyance system, �h" Ymj Adjacen properties shall -be protected from sediment deposition by approprite BMP's Including, but not limited to, vegetative buffer strips, sedimerit; kiarriers or filters, dikes ,'berms,, or mulching,. or by a combination these nd other appropriate measures. y �� rl' e �Ol. ry e(ii /lJa2 t� YLC '�C old C'G/ 11 d2Pi PSP Nq. 4 M471ntenance.,All erosion and sediment control BUIP's shall be ispected a d maintained regularly by the developer to ensure continued erformanp I of their intended function;.. fi. SPSP No. 6 -� FinancisFLiability. Performance bonding„ or other appropriate instruments,: may be required for all projects to ensure. compliance with the approved small parcel storm water plan. (Ord 24 .1` § 10, 1.997) a O � m anua� y � oo'9oZ 57 vT993BZ 3./Z,SL09 N I y g Q Q m g ANM �.1/fJ;Mq Qj�dOA$1. -ci \'eZ 2Urk) 00'iW D'WO),99SW ��23 — At wz*vSEWSy=�,T F$g Nff _aF ,b n >; sa 4 a 3 N I .LS'66 v 3 .LS.9S:00 N �p N (o I� 0 m h I 04 (� I � I e e ` VI a MIN-W M .9o,9Soo 5 3 �^ CI c� 0Ob � �Jf j,ZN30/53X DNILSIX3 I CL Oi� ffi R. = 3 ,L859 M .9T„9Loo 5'` �0 � TW � (trio) a9ssz (o'rvol s95sza M azxno s — anuaA d e -VY N9U S 0025003' E 26 I'j" 314 N&M SLC N N W � � h Nzee SRy j yy W�h / 1 — Z � i N R o R R 8 8 8 Q W W � x a 9IOZ 297 /T dPF0o91�dP�Y'�8°M�At foo911, 91BZ�+3r/Wd�7 Erosion Control Notes for Residential Construction — City of Anacortes A. Erosion Control Best Management Practices shall be in place per the accepted site plan prior to any construction start. B. The erosion control shall be inspected once a day and modified to meet the surrounding conditions as needed. C. The storm drain system shall be cleaned daily (Section 7.07.3). All drainage systems shall be cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. D. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained during the duration of the project. Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enter onto City streets. E. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) F. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager, The Project Manager can require seeding in additional areas in order to protect surface waters, adjacent properties or drainage facilities. G. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under Chapter 17.66 — Penalties for Violation. Each day is considered a different violation. 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W O V LL Z F W ZQ U'W �OKQHQw F OQNCR 2 N O N r 0 e� w W 2 O w N r, w N � Z � 2 O a U m � e a e z � uE " O ;�;, � a' w 'ti to w � � � i 5 Q /� � ff: Boa Z W W W W � O 03= UZ� W W Q m QpQ J �]U ¢Fz �NLL ON~� z r-> x w�� �aO ZOH UWU'a U N�w J Wm o� Wm Ua a°o �� {�3} SANITARY SEWER ENGINEERING STANDARDS JUL Y 2011 Fixtures in the kitchen area which discharge waste water containing grease are to be connected to the grease interceptor. Such fixtures include dishwasher, pot sinks, range woks, janitor's sink, floor sinks, rotoclones. Toilets, urinals, and washbasins shall not flow through the interceptor. C. The interceptor shall be located outside the building within 2D-feet of drive for access by maintenance vehicle. D. The interceptor shall be filled with clean water prior to start-up of system. E. Allowable materials for construction are as follows: • Tank -- Concrete • Baffles — Concrete, Steel Plate F. Access to the interceptor shall be maintained free for inspection and compliance determination sampling at all times. G. When pre-treatment is no longer required, the inlet and outlet pipes shall be permanently plugged, the separation chambers pumped out, and the vault removed, or fill with compacted crushed rock or control density fill. H. A City of Anacortes approved maintenance program must be posted in the kitchen area. S1-09 EASEMENTS A. Show easements on plans and identify width. B. Show easements on all private property. If easement is defined as a constant width on each side of sewer main, then show a segment of the easement and label as typical (Typ.). C. All easements with public utilities shall be granted to the City of Anacortes. D. All easements shall be a minimum of 20' in width, unless otherwise approved or required by the City of Anacortes. E. Also, see Section SM5.E. 'Building Setback Requirements", S1-10 SIDE SEWERS A. Side sewer stubs sha[I extend from main line to 9 D-feet past edge of property line. 6-inch pipe shall be used inside the Public Right -of -Way {unless expected flows require larger size line). B. The end of each sanitary sewer stub shall be marked with a pressure treated 2x4 painteA green, or a PVC pipe. It shall be placed at the flow line of the stub and extend 4 feet above finished grade. There shall be a permanent mark labeled "SEWER" with a depth to the flow line on the stub marker. C. &inch minimum pipe shall be used for private joint -use sewers, and when crossing a property outside the lot to be served. Commercial side sewers shall be minimum of &inch pipe. For Multifamily developments, side sewers for each separate building must be at least 6-inches in diameter. For those buildings serving over ten units or for side CHAPTER 5 S1-11 (3) STREET STANDARDS JULY 2011 1. Cold mix asphalt is used as the temporary asphalt surface layer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair (See AMC 12.08) x 150%. 3. The Contractor is responsible for all maintenance and repair during this period. STR-27 CITY -OWNED UNDERGROUND CONDUiIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-lNay Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08 — Street Excavation Permit Requirement Install 18-30 inches deep within`and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high4raffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Conduit ends terminate at Type II junction boxes conforming to 1/11SDOT Standard Plans J-11 a. or other approved underground vault equivalent to 46&TA Splicing Vault (Utility Vault Co. (800) 839-3500) with inside dimensions of 3'-F hl/ X 5-5"L X 5-13/" D. The contractor must submit conduit and vault as -built drawings showing the right-of-way and property comers, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV." STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to Intersection 50 feet *Maximum Width at Street 20 feet 30 feet Residential **Commercial Right Turn Only at Signalized Intersections 250 feet <_ 125 feet Arterials Collectors Right -In -Right -Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. CHAPTER 3 STR-15 i NOTES: 1. SEWER: WILL BE CONNECTED TO THE EXISTING STUB IN ALLEY VIA 4" LINE. — LaCwrt EX. 5Tuf3 T� fElY7i:,tv,wE Sr2� 2. WATER: NEW METER ON 16TH STREET FRONT OF HOUSE, 1" WATERLINE TO HOUSE. 3. STORM: ROOF D AUTS WD.FOOTING DRAINS WILL BE CONNECTED T TWO SEEPAGE PIT 4. DURING CONSTRU OFF WILL BE CONTROLLED BY SILT FENCE. 5, Q i a i AJJc'� FROM Fk6NT �� ��ai.��r�✓� i t 6. All disturbed areas to b I e replanted with grass DIRECTIONINDICATES FLOW. EXISTING • •' 3ROPOSED NEW IMPERVIOUS- • O*ONCRETE DRIVEWAY 760 SF ,ONCRETE FRONT PORCH 146 SF 3ONCRETE REAR PORCH RONT SIDEWALK 152 SF TOTAL: 4831 SF -Rk NA N\E 91 OWNE RUCE WILLIAMS • PAR EL 1 SLALE `DAT E caNu�sC oN 2 gvlt_D��C.� LOTS �►-5 1�'�-•Tl rtt�'� �45 `i',Rk-�d" tx-ss ry Weram . i T&EE 4CATED E L 30 � �a PLai L iU LAN, !WWI rep W HOLE .ram' PRO P�RrY L C..o utn,� r c�—TdnnS�/jp�� 1 0 ,I I %a �I�p� P -P6wER POL.t. 5Q T IFNC E- o`x 3$' METER SL IT8' f CITY �I +— mT WATER L INE `� Appy6x i. � r \ a�SSD P rtc t� ds ED 3 ✓ /mar ! / �'� &cLrcLeq& Ipe��� �R.ocKo�s�Q.4A�-H �� R,i G� �,�—d�fc,� c4.r�� -;� acmcl�-p � wSA�sc 5vt�►-�aa¢n C�'�a.� �- �1 —¢1 t� • QR�aw-► �-''�-�- t�TMV cv1Ecv-0*Am aN C1 t - SH..T FaicLI UtU � � LU ID PLEASE REFER?'4 G, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT DENTIAL BUILDING PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6`h Street, Anacortes WA 98821 f Phone: (360) 2934901, Fax: (360) 2934938 BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRF.cc; mot, Suite L3 i6 #)• �h.�j; yee (See ich;{�%f� Parcels) #• n tea'/ "5 •4 a �o6 331 Subdivision/Lot#: 161ace Z33 Lo�7`S ) Xr B Project Valuation: $ APPLICANT: Br"X�e� & Jo Avlvte, W s i i iQm.S Phone: 206478, 3Z9 Fax: Novve. Address (Street, City, State, Zip): E-Mail Address: 6'721 5�227 0+6k PLD S M6 we.510A 98198139S 4 11 19 Pe a_®I cro PROPERTY OWNER: 6 L s,C`0- Phone: Fax: C"net O, 5 c `/ 1 Address (Street, City, State, Zip): E-Mail Address: CONTACT PERSON: Phone: Fax: 5��m e a.Ss h'�ca�YL Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: Phone: Fax: Wa.6VGvt t•®r Feoteraj 36p I55�9?LHi 13620 4POONW1 5 5ssssss qaq2 Address (Street, City, State, Zip): 300 t� Fcw f- L"6n F3arI1nn9toK WA98293 E-Mail Address: ol.orrena wawfd a6RYY) qgstroya . CONTRACTOR:'Toy 50 Ce 4 S {-r��-i ayt � L Z e Phone: Fax: L e.xar isfowts of 8t,t,41, tltoyl .366-767-2ti2 66401- Z 14 Address (Street, City, State, Zip): 4WFE-Mail Address: 489 Avid;s Rd ,6&'vrJ,'n fioYi WA 9822.3 Acpvfh,@ )exoYshoyn . earn * All Contractors & Subcontractor must have a valid City of A�:acortes Professional License #: L E XA Q I4139 D SR 47 Exp. Date: 01131 0 O ) business license prior to doing work in the City. Contact the City's '68. Business License #: Exp. Date: Finance Department at (360) 299-1 PROPOSED WORK: S 1 e. rctyni 1 0 e PROPOSED NENY SQUARE FOOTAGE: Basement SQ': Finished Basement. ❑ Unfinished Basement ❑ Ist Floor SQ': a 5 Garage /Carport SQ': 7 2 2" Floor SQ': Deck/ Covered Porch/ Patio SQ': , Pd rcA 14q& Rfa rc P, Fire Sprinkler: Yes ❑ NO 9 Lot Area SQ': 1.5 0®6 I declare under penalty of petj 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:tLC Zt%% acvn Owner Agent ❑ (specify): F Signature: wuesiae Date: 09",Omee� U% Page 1 of 3 Equipment Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas # lec # Other:# BTUs: <100k >100k Location(s) Water Heater: Gas =Eec .L ther:_# BTUs: <100k >100k_Location(s) '0'Fr414ea1 PuYnj2 Air Handler: Gas #_) lec # Other: #_CFM: <10k >10k_Location(s) AC / Boiler / lcircles lected : Gas # Ea 1 ther: # BTUs:,>!r <100k, 100k-500k, 500k- 1Mi1 HP:'<373-15,_15-30 Location(s) 14 � 0 4)",tsj�� j Hydronic Heating: Gas "lec # In -Floor Wall Radiant Boiler BTUs: Location —�- Exhaust Fans (single duct). Bath #J 'tchen #_Laundry #_Other: ## Fireplace /Insert: Gas #. lec # Other: # Location(s) - t� Clothes Dryer: Gas #.L lec # Other: #_Location(s) Stove/Range/Oven: Gas # ther: #_Location(s) Range Hood: # Location(s) j jr t Outdoor BBQ: Gas # lec # Other: # Location(s) f o V C. Other: # ; j Location(s) Other: Other: # Location(s) # Location(s) TOTAL OUTLETS: Fixture Type (new and relocated): Total #: Fixture Type (new and relocated):7 Total #: Water Closet (Toilet): Pressure Reduction Valve/Pressure Regulator: -@- Sink (kitchen, laundry, lavator}i, bar, etc): 7 Water Service Line: 1 Tub/Shower: 3 Clothes Washer: Dishwasher: Backflow Prevention Device: ©v 6e.j U 5 Hose Bib: 3 Hydronic Heat in: Floor ❑ Wall ❑ Water Heater Tankless? Yes ❑ No X 1 Other: Floor Drain: Other: Refrigerator water supply (for water/ice dispenser): Other: TOTALS OUTLETS: TOTAL OUTLETS: Page 2 of 3 PROJECT ADDRESS: PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST MailingAddress: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6rh Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 2934938 N / a �oc�DT 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: a o O SUBMITTAL QUMMENTS: The number indicates the number of ; b o o copies for submittal (if applicable). p Residential Building Permit Application 1 1 1 1 1 1� 18 X 24"..Site Pla, (Surveyed) 2 2 0 2 2 `n, t 18" X 24" Construction Drawings 2 2 2 2 2 Reduced Site Plan �11" X 1799) 2 2 0 1 1 �f -Reduced-FY6or-Plan-(141"X 17") 2 2 2 2 1 Structural Drawings and Calculations 2 2 2 2 2 Energy Code Compliance (shown on plans) Dr�ut_a e Plan/ Smal11 Parcel Stormwater Plan 2 2 2 Landscgd'lan (18j' X 24") 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Repot (if applicable) 1 1 1 1 Geotechnical Repoilt (if applicable) 1 1 1 1 Washington State Contractors License Contractor's City of Anacortes Business License Plan Review Deposit (due upon submittal) 1. Handouts and Standard De ails may be found on the City's website at www.cityofanacortes.org_or can be obtained at City Hall Burin normal business hours. 2. Plans/calculation/reports p epared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 � B �-� - � � r � � � `�� �� � �,y,_ � -t- . � ���� �`_l1, � ,ors &� J �s ��f �� �� G ��1 Q R� t V � � ����� g�o�2� 18 --�i �� f � .�-� �� s------ CNN a �V � � � � � a G�y2y2 � t-v i l � � �L � � �s 3 �,�`� ff �� n% ��a- Y y S -e r v �` c� r � r 1� � t � � 1 ft� C DRAFIING MANAGER: LINDSEY JACOBSEN 2010 CATON WAY SW OLYMPIA, WA 98502 360091509142 CAD TECHNICIAN: SCOTT M TURNER ENGINEER: LUKE MOERKEI P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 CONTACT INFORMATION: CUSTOMER: BRUCE & JOANNE WILLIAMS XXX 16TH ST. ANACORTES,WA 98221 NA PARCEL N - P56331 DEC 2 2 MR SALES OFFICE: LEXAR HOMES - BURLINGTON OFFICE 489 ANDIS ROAD BURLINGTON, WA 98233 PHONE: 360.707.1212 ROOF SNOW LOAD: 25 LBS WIND SPEED (ASD): 85 MPH WIND SPEED (ULT): 110 MPH EXPOSURE: B SEISMIC ZONE: D FROST DEPTH: 1' -0' PLAN SIZE: FULL SIZE STAMP TYPE: DIGITAL THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: BRUCE & JOANNE WILLIAMS SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRESIDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. Sheet Index Label PLr 0 Title G 000 1 COVER SHEET G-001 2 GENERAL NOTES S-001 3 ENGINEERING NOTES S 101 4 FOUNDATION PLAN A-101 5 MAIN FLOOR PLAN A-106 6 ROOF PLAN A-201 1 ELEVATIONS A201.1 8 ELEVATIONS A-301 9 CROSS SECTIONS A-501 10 DETAILS A502 11 DETAILS E-101 12 ELECTRICAL PLAN Room cm Finish Schedule Window Schedule Interior Door Schedule Size Floor Q T e Hinge Side Swin Side Room Name _ Room Name Floor Finish Int. Areas It Number Label Q, Room Name Egress Tempered U-Factor SHGC Comments _ Areas R 3068 R IN 1 1 Hinged R _ R R R In Master Bath/Master Bedroom Bath VINYL 34 W01 5060 HS Egress 1 Bedroom #2 Yes 027 0,25 30A 3068 R IN 3068 R IN 1 1 1 1 Hin ed Hinged In In Bath/Hall Master Bedroom/Hall Bath Bedroom #2 VINYL LAMINATE 38 165 W02 W03 5060 HS E ress 3060 SH 1 1 Bedroom #3 SittingArea Yes 027 027 025 0.25 30.0 18.0 5068 R IN 1 1 Slider Master Bath Bedroom #3 LAMINATE _ 173 W04 4050 HS SG 1 Master Bath Yes 0.27 0.25 2040 2468 R IN 1 1 Hinged R Out Bath/Bath Butler's Pant LAMINATE 116 W05 2020 FX 1 Master Bedroom 0.27 0.25 4.0 5068 R IN 1 1 Slider R Living Dinin _ LAMINATE 331 W06 2020 FX 1 Master Bedroom 0.27 025 4.IN 3068 R IN 1 1 Hinged R In ntry En LAMINATE 30 W07 2020 FX 1 Master Bedroom 0.27 025 4.0 4068 R IN 1 1 Slider R Butler's Pantry Hall LAMINATE 37 W08 2020 FX 1 Master Bedroom 0.27 025 4.0 3068 R IN 1 1 Hinged R In Utili (Hall Kitchen LAMINATE 161 W09 5040 IRS Egress 1 SittingArea Yes 0.27 0.25 20.0 3068 L IN 3068 R INTnaed 3068 R INn Hin ed ed L R R Out In In Close Master Bedroom BathlLivinster Bedroom #21Hall Livin LAMINATE 735 W10 3046 HS W11 3046 HS W12 3046 HS 1 1 1 Kitchen Kitchen/Porch Cover Butler's Pant /Porch Cover 0.27 0.27 027 ! 0.25 0.25 0.25 13.5 13.5 13.5 Master Bath Bedroom VINYL LAMINATE LAMINATE 190 354 207 3068 L IN 2468 L INn 3068 L IN N11 n ed ed Hinged L L L In Out In Bedroom #2/Closet Closet/Hall Bedroom #31Hall W13 W14 W15 1068 FX 1 6060 HS E ress 1 6060 HS 1 Butler's Pant /Porch Cover Dinin Livin /Porch Cover Yes 0.27 0.27 0.27 0.25 0.25 0.2536.0 6.67 36.0 12.0 ice in Area li LAMINATE VINYL 62 122 5068 R IN 1 1 Slider R ClosetlBedroom #3 Hall LAMINATE 25 W16 2060 FX SG 1 En /Porch Cover Yes 0.27 025 W17 6060 HS E ress 1 Office Yes 027 0.25 36.0 Bath VINYL 32 Totals: 2812 Totals: 301.17 1-L-LL o�� Exterior Door Schedule Size Room Name Fire Tem red U-Factor SHGC Comments Areas ft 6068 R EX Living 02 0.3 40.0 3068 R EX 113 tler's Pant /Porch Cover 0.2 0.3 20.0 16070 ar Gara e 0 0 112.0 Of_I %�7� �Q�7CA7 ��] u= 2D70 Caton Way SW Suite N104 Olympia, Washington 98502 Ph.1888)204-N3N4 Email. email@lexarsam L� ®2DTs cepydgtd hr Lazar Homes LLC. All right rese ed. a i PRIM DATE. 10/11/2016 SHEEP. G-000 L 14 I: iL 611 ; iL Li FOUNDATION & FLOOR FRAMING NOTES: FRAMING NOTES: ROOF FRAMING NOTES: 1- SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 - THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 - WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 - WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 1 USE 5/8" SHEETROCK OR 1/2" SAG -RESISTANT AT THE CEILING PER 2015 IRC SECTION R702.3.5 AND TABLE. 8 FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.7 SQUARE FEET. 11 SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 1 - ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS I'D" PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR 92 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT - DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR 02 MINIMUM. 1 SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS - REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 3 PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. 4 - USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 - FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VENTS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS, ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 1 REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 - THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUY THE CONNECTIONS FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- STORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - UNO. NAIL ALL TOP PLATES TOGETHER WITH 10D NAILS @ 12" O.C. AND AT SPLICES WITH 100 NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN THE FIELD UNO, EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 - CABINET, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS, TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 - SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY, NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. 1- JOISTS AND RAFTERS ARE TO BE DF 02 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 - TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS, DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED EQUIVALENT. 4 - PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5 PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 UNO. SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 8D NAILS @ 6" OC @ EDGE AND 12'f OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. 7 UNO. TOE -NAIL ALL GABLE END TRUSSES WITH (2) 10D NAILS @ 161, OC INTO TOP PLATES. 8 UNO. TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) 10D NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 - SMOKE DETECTORS SHALL BE 11OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 - ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 - ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 - ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. 5 - EXACT OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 1 PER 2012 IRC R315.1 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. i 2010 Caton Way SW Suite #104 Olympia, Washington 98502 Ph. (8881204-8384 Email. email@lexarcom © 2016 Copyright by Lexar Homes lLC. All rights reserved. z PRINT DATE 10/11/2016 SHEET. GA01 Cc Gm z T � 6 R• � d o � rc z pp rrl o ri y eg y IV fV 2 g paugsw S4aN1I1V 3TlsewoHAXBI A4198uAdoo 9LOZ woaieRel@l!ewo'1lew3 mg-toz(9991'4d Z0996 uoVuigseM'eldwMo bolo o!!oS MS ARM u0313 0LOZ S I II Ouuu N D dA13A09V NOHi'1'd 393HM HIA301SIOf lV 9,A19 OIIOS 301AOHdOMNI tHW /M 9NI100i'ONOH•ZIXA£X.0£68 S1SIOf N33M139 030V1d SS300V 1MV83 „tZx.9l'L 1SIOf W19 uZ/L-6'9 3A09V 11VM 9011SI)f 1VNOI110OV'9 1N3A NOi 1SRUN H9n09H1031N3A 39 0183A90'b ZZ :S1N3A i0 939W0N NOE mdAi 11VM W31S bz-.zz x .9'E 'id'f1S W1.1.:0301AOHd ONIIN3A 6dkL11VM US IV SSNIl00i uZLxu9'Z 'ii'i1S 00'OL :03HIn039 9NI1N3A 'MNI bN (1.) /M'913 21. 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