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HomeMy WebLinkAboutPermit File BLD-2017-0648 (2) 3518 W2nd Street ' 0 City of Anacortes Invoice/Permit#: BLD-2017-0648 904 6th Street P.O.Box 547 Applied date: 12/15/2017 Issue date: o Anacortes, WA 98221-0547 Expire date: 06/13/2019 (360) 293-1901 ry Job Address: 3518 W 2ND ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P109011 Remarks: sfr Owner: PAUL DEMMON Contractor: ANACORTES CONSTRUCTION SERVICES Address: 1004 COMMERCIAL AVE Address: PO BOX 380 PMB#591 ANACORTES WA 98221 ANACORTES WA 98221-0380 Phone: (360) 739-8007 Phone: (360)293-7100 License#: ANACOCS971 DP General Information: Fees: Plan Review Deposit 200.00 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,550.93 Sewer GFC-Residential 9,206.33 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 12,526.76 Deposits/Receipts: 0.00 Total Due: 12,526.76 -i --I m w r ri '11 ms. •e -.� C7 I C. Cr, • ati U n; a r•_ t' z' ' C' ,-r i lip C. .-r --1 C' Z. CI � 1 r'1 cL C, Z• zI- -o'I C' T -. .- i m .t .C, T••. .v a, C. = ! m o r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA't6, :,IF�i CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMFSIC*L ;a=; HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROW I.6N8 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 1 OTy 1(316_ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER t' T,AP•ag: I. LOCAL LAW REGULATING NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. '"' "7 --1 4' ni cc. a. 71 CD CD CD el CD CD a, C7 Crl `SIGNATURE 0 OWNER OR AUTHORIZED AGENT ISSUED BY 'J Q T -1 BUILDING PERMIT APPLICATION REVIEW: DATE: \-2_ arr\-- \f)-- PERMIT#: RIZ) 1 —0 l SITE ADDRESS: &`-3 Q,4 � PARCEL#: �J S e \ (101 cli \ \ JSURVEYED SITE PLAN: yes ❑ no • Does site plan & dimensions match survey ❑ yes 0 no 1) SC)3 +\ \0\-- ZONING DISTRICT: \-2...,1a, J / • Is the land use permitted in zone ] yes 0 no CRITICAL AREAS: • Is any critical areas located either on the subject property or within 300 feet 0 yes no SHORELINE JURISDICTI • ❑ yes no • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment ❑ yes ❑ no IMPERVIOUS SURFACE MAXIMUM: 2 f) MINIMUM SETBACKS: s?,2_ MINIMUM LANDSCAPING: 2S) 11,..D ( JMINIMUM #OF TREES: MAX LOT COVERAGE: �S o l � IMAX PERMITTED HEIGHT: iOFF-STREET PARKING: 2 EASEMENTS: Y PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT , is., e►'6, Ent I e Pi-NTIAL BUILDING PERMIT APPLICATION ' Filling Address: P.O. Box 547, Anacortes, WA 98221 'ice Location: 904 6`l'Street, Anacortes WA 98821 -1(;, , „ DEC 1 5 2017 Phone: (360) 293-1901, Fax. (360) 293-1938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PRO1Si 61) REt (Street,Sp it - Parce (s)#: -vo vow Subdivision/Lot#: P/f h,` P2j.criale Rn�$ APPLICANT: Phone: S r C/ Fax ,J�� � h raU /ñc Tifv-ia--606-7 .7(D- Sf 7.. 1 Ad ress Str t Cr tate Zi E-Ma Address: ROPERTY OWNER: 4,,,,, Phone: Fax: OWNER: (If si oN j60_73q-800'7 •c)/i1 Address treet, City,State Zip): E-Mail Address: ��� �/00If 101.4 1/ 0/11e, /7Mo S�/ /�f",T4S e-Co c464 CONTACT PERSON:"; p Jed Phone: Fax: Address(Street, City,State,Zip): / E-Mail Address: LENDINGG AGENCY:gc%'!"'` Phone:w02 Fax: -ECG qd1— rl Address(Strikt, City,State,Zip): 4/ L E-Mail A dress: crit,/,/7 /DX-' cool CONTRACTOR:* s 4 Pli Fax e:y� —WOO ,p9P1 7Jd J Add less(Street, City State,Ziitty_f_cvdcv, E-Mail Address: Professional Licens # Exp.Date / *All Contractors&Subcontractors must have a valid City of Anacortes /¢iu� S 771)/' / ?i business license prior to doing work in the City. Contact the City's Business License Exp.Dat Finance Department at(360)299-1968. ' Gd 2-� if s— J2/ ? /7) / PROPOSED WORK: / U) C h9 ` ��,x`l� vie)fit P1 AG—ea -u iAt eAroL--- PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: ❑ Unfmished Basement 1"Floor SQ': /2-f 7 Garage/Carport SQ': S S-42, 2nd Floor SQ': itlrA" Deck/Covered Porch/Patio SQ': , e)4 Fire Sprinkler: Yes ❑ No Y" Lot Area SQ': —7,J`db Is construction associated with an accessory dwelling unit? Yes ❑ No x I declare under penalty of perjury that the information I have provided on this foini/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. �(�`���i,�/'/� /` Print Name: �/ kkidmi 6 l) Owner ❑ Agent ,.(sp cify):L Signature: _ / ' �`/,el— Date: / 2//d—/ L 7 i Page 1 of 3 - .--C- -r. 1 cs _ IMPERVIOUS SURFACE AREA: Existing Impervious SQ': II. New Impervious SQ': ,2 7 o Total Disturbed Land/Soil SQ': 7 Q Total Proposed: Cut: ® Fill: 20 45 New hard surfaces(pervious&impervious) f,02-‘ Land converted from native vegetation to lawn or landscaping SQ': 7 Sae Land converted from native vegetation to pasture SQ': 4 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: / Elec#: Other#: ( w Gas Water Heater: #: / Location(s): Lk rt�3� r / L.----- Heat Pump: Elec#: Other#: 19— Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: .IS— Exhaust Fans: Bath#: p2 Laundry#: / Other#: t� Location(s): ��� Range Hood: #: / �,,r �G�,(} � �, �, / Fireplace: Gas#: f Elec#: Other:#: Location(s): l Clothes Dryer:/Duct: Gas#: ( Elec#: / Other:#: Location(s):loroxeeey Stove/Range/Oven: Gas#: / Elec#: Other:#: Location(s): Range Hood: Location(s): Gas Outlet(s): #: 3, Location(s):` 'ty/ , it-dad 3 ) c_ Other: #: Location(s): / TOTAL OUTLETS: 1p2 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): I efrigerator water supply(for water/ice dispenser): ) Kitchen Sink: / Pr sure Reduction Valve/Pressure Regulator: / /... . Utility Sink: Water Service Line: / v� Tub: .�--- Water Piping: / Hand Sink: L Clothes Washer: / Shower: / ' Water Heater: Tank-less? YeK No 0 /r `/ Dishwasher: / Backflow Prevention Device: Hose Bib: 3 TOTAL OUTLETS: / TOTAL OUTLETS: Page 2 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST Mailing Address:P.O. Box 547, Anacortes, WA 98221 4„. rA" Office Location: 904 6th 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: �'d Q; 07 5 el, w e' SUBMITTAL REQUIREMENTS: ° ot ro E. P The number indicates the number of copies P rocA for submittal (if applicable). .1,1 54 AO `-C ✓ Residential Building Permit Application 1 1 1 1 1 �. ✓ Site Plan(Drawn to Scale 2 2 0 2 2 t. Copy of Boundary Survey-02 ✓ ✓ ✓ ✓Building Plans (Drawn to Scale) 2 2 2 2 2 aZ Reduced Site Plan(11"X 17") 2 2 0 1 1 v Reduced Floor Plan(11"X 17") 2 2 2 2 1 2 Structural Calculations (if applicable) 2 2 2 2 2 •1✓ Energy Code Compliance(shown on plans) ✓ ✓ aC V Complete Stormwater Plan 2 2 0 2 L/13 Elements SWPPP Checklist 2 2 0 2 LVLandscape Plan 2 2 2 pit. l✓Grading Plan/Cut/Fill 2 2 2 —. -- Critical Areas Report(if applicable) 1 1 1 1 .�_ Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans, calculation,&reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The Stormwater Plan&Drainage Analysis shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). For details on the Complete Stormwater plan,please see the Residential Stormwater Application Checklist. Page 3 of 3 MINEEVIEn DEC 15 2011 1 Soils Report CITY OF ANACORTES 3515 West 2nd Street, Anacortes, WA By Linda Spicher, Septic System Designer (360)708-3004 Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: 1:00 p.m. Parcel No.: 109011 Designer: Linda Spicher Page / of 7 SOS Soil Type: Clallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate' 0 — 10 dark brown fine sandy silt loarn 0.4 10 —20 brown medium sandy silt loam 0.4 20 —24 brown silt loam, roots 0.4 24 — 26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 gravelly medium sandy silt loam 0.4 20 —43 foamy medium sand, roots 0.6 43—48 dense glacial till, mottles not suitable anticipated water table at 43" t1 0. 'Or '.. - atW k, /# /� �� %� • �° �r "Oak .0 140 eite 4 ' '"• LOU SPICHEP. I.rre0 •-•DESIGNER EXPIRES O9-24-/fr!, Table VIII, On-Site Sewage Systems Chapter 246-272A WAC I, i 11 t • . I F Fi`•F` .1° r'p11F • 1 4�' • . • • •1 I t� `�. '1 • .:: s` 1 • •ifite.t•' l /;•-' . • - " • \A November 2, 2017 1" = 200' N Legend 0 110 220 440 Ft • Tax Parcels Transmission Pipelines M�• Williams Northwest Natural Gas Pipeline •- Trails t r ,' ,l .1 , 0 0,0326 0,065 0,13 km 11 - Kinder Morgan Canada Inc.County Boundary Cascade Natural Gas Coro Data Accuracy Warning: At!GIS data was created from available public records and \` "� existing map socrces, Map features have been adjusted to achieve a best fit . $P Olympic Pipe Line Company O registratb t, '.httie great care was taken in ti'.s process, maps from different sources Sections n. Structures ::^3re>jf agree as to the precise location of ycrogt<:?5i`iC`i'3tnrzs. Mao<ti$li'tapatteit'$can be as great as 3UO feet, Copyright 2015 Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: Parcel No.: 109011 Designer: Linda Spicher Page a of '7 SCS Soil Type: Ciallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate' 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 brown medium sandy silt loam 0.4 20 — 24 brown silt loam, roots 0.4 24 — 26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 — 20 gravelly medium sandy silt loam 0.4 20 —43 loamy medium sand, roots 0.6 43 — 48 dense glacial till, mottles not suitable anticipated water table at 43" p /1' 5i SPICHER D DESIGNa EXPIRES 49-29-/6 1 Table VIII, On-Site Sewage Systems Chapter 246-272A WAC Tjd design °=_'� DILlel ALLEY Lk ire !W DAL AP �\ a e• •+ • 1, vt 1th SR, 2.011. C$l:N JIA tNf]ESI;wtAlJlnC,CEN. 3518 WEST 2ND STREET 1 m;, 4� Nfa �i.< i .� t It1e;G1 ANACQRTES , WASHINGTON " "' _ ! I -- .^_,_. -_..g - _�... . - .......... - .-_. . .._-.. ..:. I 11 f ! ;, .-.• I_. .t I..evn 1 I PARCEL # 108001 I II / ,� • ��°fl I �} PROPERTY INFO. t PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-STORY 1'I! DAYLIGHT �� IT U1IwrGy Ax ° c+s.x+u. " '� � ( `` BASEMENT SINGLE-FAMILY RESIDENCE 1I. 1 . � ',' i I ( , • >S` lbYL1i I, A lxl �� I i tt4�t tlj ANt.1010,VA MP i1 11 I ! \\ \. r+W i1MrsLa K;/t-fl.,-. -.... so AI ZONING: R2 E I • I - -_ic;, I \`1 t_ me N Nc a :N: u,.v <. \ • Ireft4 ..': � -I •—tea• •` 1 sul:w l.: vgt4+ t f.CA<C4, 444 •:•t-A:m ill �}.(e•.�t�� 10 ). }i"{'� ^ r 71♦ +�-�I \J I.I.O:nlr vswa. I -^_ J=(4�Lf: , \4. ^. ••W �';J .I�_ I ,r 'PALM-Pia. \ / 1 1 f •1✓I.-wl».ulu:r I ". !1 a.\•� I ! 3 t•\ 1(1 .Ca+z.au.Artnew treaew O Ou,n t - _4::::o:G._ ._. -._. .. .. .-✓... ♦ / /• •;I . I •+ 1 411'Owltlt:1Y1E Y _ _ _ v. BUILDING CODES N •4A1I II :-:: ::_::0.° • t 1 .1 -. _ ::ufnJuix _c;:a°kc cc- jI- \ J � _ ^•�'�—__ �L.fd•Y•J }`• J tool tlat ULCortt ltN • SS I - 1 1 t•' \\ i �! tt C rAaa 1Nru:,vuL lea•.c 4,I I - .L - � ♦ / :a:ntaiotrtt I ,{ \S '� I .`+` w v� OA C•ACI I ) {i YI t 1 _ ,;1\ \ SO. FT. INFO. (�� • DYJ1G. {V hlL*tol IMlt6tC Ill PiaOrtanlie1�_� • • ` i \ J I ` ' t I `il , '� �� '\f �----•-•{I t •• / ♦ C• IWIRX,14oa110tJ tit11•, �+ A I I • 1 ▪ ' I \♦• i `\ I t N. Iat,l't Cbateco full :_-• �n —L►S . / I ' I \\ J! \\1 • 1 I atawo,ow _...` �^' 3 11 GENERAL NOTES �` A .A I N. ,! / ! `' I 111 ,, , wA•fl fff1, /\�\ 4.04111. } es * I 1.1 I I \ J / ; • i i a; 1 - V ' ! Man rJ•W .. 11 1•• ` ' 1 • halt. nrN4uy Mwr:+clta+Smu Y� 4i • ♦ / .{�y '}ll- IA.. ~ 4\ l t l : • ` r // •`•• ` I I I: \ Ga.clotau DMA II/ t1. l'•. • cant AI1OHLL-t �,�r 9 C?� IIf / I Q g of I r>•• a• •-•6{\ C • ,+<•i ?t [\/� ` +tl ` •r'r1R.[30Yf.ttU >111. t Vi rturauaAle�- O - ht N . C 1 �+.a' ' ; JJ \\ `♦ i j.i3 `/ 1 \l`♦1 ep • a Iaa•C,eowta•k44X. •eot 1N W 3 , • \ tAlN S kkt r'.twltMt M tJ OL[ y �� ]� c': 0 01 '< I IJPROPOSED\♦ ♦` . >,i.1 1 1 b a ; A-10a MAO of lP rj'a1. •AfY 04 u U DRAINAGE NOTES �� a.•\ / N. 1 i entT erD . era Toa ..< Z `� L ` 4.. '..' • • / 'rl 2 < I. ' RESIDENCE \, `. If,,, �'aucl- uuic:wa°.".`""` W Nilneer { Ml clvn:• wi crea u.41 ULLtt� 4 7 \V. . @@ I / IO tIEM IRAIM1 a[Iablw pwtfv roNltM yr tfouf el4.utvvnc llla•ur.DIM \ O� L , I 4g It - •: 1 �f/ ♦\\ ` ♦\` y[�--+:��1 `Z Q . • M�a+.au nirA.m+w.0 rrxa x+r 141111.lik ♦ `,V l r, ( ttt •,, ! / • � I. `♦ • iF�L i, _ I- "" .`c 1s \ ,. `, / ! k T - :,<aI•Acr \ , \ F'�•' •II d_ LOT COVERAGE 8 N 1 �� i 111 I r .1e X f Y 11 I—[nwartn. tan tat taw sit n W n EROSION CONTROL 1 4- W ' ,S Ct \ 4 � I in b OAV OI �•� ,, % 1 '•i�� at 1A•DKi c:4-,ti • f es,ao 1pc.•ctt !Iv 1r. h •w. NOTES \,;♦\ • III I G CV .:CI-\ . caacaMenrela ufr. o p • COwIYCiM fO.N.ItL 11.t .GC+< 0.CO.N 1 /` Ii •',a —✓ /' •'jl \ ` otct wu. 1.- O u Dag YCt O DATA totI rI CO IALNL:CeOR �, - ! feNvtCnw tLf Mon •D wbawf YfA4 / \ f - J,1II • I 1Cty rI. 11. f: f1a1• rr [re, ,fotAlalcArtYN `*�� l:tC:,cL rtW1 1 �• • , /:.vvlcv`♦ 01 //'x /'. I' . { - � j1I re c4nur mf 1 S ii11� • N ADCMI ID at •b,Cla CMA Yl ( 1 r, / 4u0t A. f.•�ippq�} A. • i 1 • I • xx� '"3 tilx•irtCD lOt Ut, tl4aibf I i.nip11� i :j i/ \♦ ..{ . i/ .•c. l .• , 1 { •Aa.. rJ rbrA i I / \ 1 ! a LANDSCAPE NOTES I J I ! I ; .\ .• • ' �/ • ` �# ' I IMPERVIOUS W wg� • Att,fl -YT6S aIbe ft. b.t Don <r...-I ; .i •. -- - - • 1-� .-- —'�� _.. tr efa: / �t SURFACE i ® « Y all.O*LO C .F[O UMbOOLIa1 R 1 t•e•• ` ` I1ANIm+M+f 1b1•II AlriOgU1ter Nt er • • • •, I i e: •• f le , •• •l I tsuct0CA:+LM Ina 1• IK Ufa A Mettler Ill inn 114L et taxi, I 1 ' . •� / ' /\' - i . 1l! I PI M Urt.uM Wray Tees fel DMA Co 1NA IWr 061 : I. � , �� • 1 t : r+M Owatrat 4 tNtawlt 1. 4.1• we i rcta t.rAwwml l,In1 tau SS at: Y 4oer x•nnx-. I , r l( • . - t ii • '•I • •1 i Gaeta;AAl even mew? t 1•f"LL11gK of 1 art recoil u[w .A - , •• t f .Wik� tLLtY J: 1 a I IO!4 '�-^ T• w4 [�+..` rwGro.te . , 4 NGI•I . ,A x a I ' IwTGSI f: �K aS • JM I 11 I 4 ENERGY CREDITS i I ' tt II f I` F RE AREA i I DEPatilte ca s1:1 -{j... i - , .ft' . 2.1.'I^' -t /•1�• -'.4 �• I I I t I 41t 1RY40A:lN A PULP)CAMPO WI 4 SOO-SO.O 411 .t'»4•y +1u It L . ' ` • • ♦•` h f ~I } ?rat I tun w<aw4CL ta•.rtt<ff v.vl• aIGN µLI1C0MI ,) P[P,1 , I . ... _ - t �• - ,1.f _. _ _ � .:.I1f_ , � r i IL- 4 i Ia.:A M..Oa.Y . K.-. MIN Mtd DftC 1M W?11 i :f N511] _ ` ` _...... ._._._._� 1. IA L•IIJOO 1%•r WrIIC0G •'t I ! f- )at fr, _ Vlntrt.,ccua4IOI Y•O410l Inn ttOef ♦1<N• rqf �•^ , l� —•---�•_..t At _._.._ ' C) i ! �mlu+t aD n t Sue en MAD/Ate rplant) Van r V1<4ti•Yrt?OD YAK f0u41Jlucfw CM! M.4 A1-+lU•11 Vs �lt In'f' �. nYAwit VA f41•' I 1S♦f- 0 Lat11NtD YA<C IIIAV.:U 0• KMC[w1w:>TD Ci - I •� YtDlttr,L`I � a�7 � CI DY off1 di WUt PAIL! 2 AA AnIC.XrfC canna AMA Mete .FILMel1 �•' �l..._.._�i__-. 1 •-- ":CTroi 71X1TtlCRM '--••�—•• 2 ALL LOYflvan-Atal tin U,NSa IMI bA:r f%/11;JIO0.T --..__y- j l lat+toN , 44! 11,4,4 MN IUI •n[10.0etaa Ural PAOLA I+If •F f Lim 1 . V.0•2<A a v1aQw 44<l Wet j At NOR'OileatT WAG Iur,t.t 4 -1 LpC.1Kta11NfwNvt • _ I _._._. A•OAO 4OUI RCP I AO1111 I O+t,UAI..•I11,.r,1UtIw AK OP x) 10 ! L.SITE PLAN LEGEND ,-Aetat li ua N iv'1au �_-__,._...1_.._._____+._._....—.._._.__ ;•Nt000Nw-inI&:LIO K uwCOft DMA A1tA,gK .7GA'.+.CJL.Art A a W, 2nd STREET DRAWING INDEX OIL uAla lulu UM PAMPA to ote If { LARD. • tei Mri Da SOY ec.tra+lOC+,M � Q .......................71 f Al SITE I LANDSCAPE PLAN LI.I .._._.._._.__... COVER PAGE CO 1Nwa4w La a' v.. ^ PLAN SITE & LANDSCAPE PLAN A? FaINDATI*4 OETA ii. �I� rn.frolln astutA �� AS FOUN.7ATfA4 OETA'L9 .__ • -F . .. tA.+. l,ra111 ; STYE: VIC I r•4• A< MAIN BOOR PLAN ea<wN ay ..a., .--_._.�...—�__ -._f ‘........../ AG LOWER FLGt7.i PLAN SCJD MugAL siswl>•ttltr Nv4D t(wltrA . . , .' : "I �..•. . .,.. I I AG MAIN F13GR FRAMI NG PLAN i UPPER Oat VA:gal 1-:aasr As<ta.• f WATER INA• f•611 WAWA :NW t' ••• • MA.z.,.at nm+ra- ...— rsPlwlrW Al RCGF FRb:NG PLAN • HAIN ROOF FRAF1NG PLAN t tETNL5 ptry4tfs • A! 9UlDIC SECtittS�s---/4 t..-./ . � __ -- — e....65.1 StOACL • tot a aDe �o41rw•w At ELEVATION'S sGUr•7 C EAST - - y{ R MCP Ale ELEVATICt49 NORM t WEST CONSTR. ENTRANCE SECTION — -.t — .u ._.._ .__..J 51 STR•JCTURAL DRAIONGS A , t4. ,. _ _'•�.•�._ 1 MI ftf¢ Si STRUCTURAL NOTES H ... —- 17T I K l ape_ 7 Map Unit Description: Clallam gravelly loam, 8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Skagit County Area, Washington 30—Clallam gravelly loam, 8 to 15 percent slopes Map Unit Setting • National map unit symbol: 2hvd Elevation: 30 to 500 feet Mean annual precipitation: 23 inches Mean annual air temperature: 48 degrees F Frost-free period: 160 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Clallam and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Clallam Setting Landform: Hilislopes Parent material: Glacial drift Typical profile H1 - 0 to 11 inches: gravelly ashy loam H2 - 11 to 27 inches: very gravelly loam H2 - 27 to 60 inches: very gravelly sandy loam Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches; 20 to 40 inches to densic material Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4s Hydrologic Soil Group: C Other vegetative classification: Limited Depth Soils .(G002XN302WA) Hydric soil rating: No Minor Components Bow Percent of map unit: 5 percent USDA Natural Resources Web Soil Survey — 11/2/2017 a Conservation Service National Cooperative Soil Survey Page ,2' Map Unit Description: Clallam gravelly loam, 8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Landform: Terraces Hydric soil rating: Yes Coveland Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes • Data Source Information Soil Survey Area: Skagit County Area, Washington Survey Area Data: Version 14, Sep 21, 2017 USDA Natural Resources Web Soil Survey 11/212017 Conservation Service National Cooperative Soil Survey Page 2 of 2 i Soil Map�,.Skagit County Area, Washington 3 Zr (3518 West 2nd Street) 5' A .` iTiJJ 5 72C1 5W40 5257� 52'-7� 524.iCn. I I l I 4+r � raz rrr FF3nsrr+ .aat ti., ` � 3 f r 7 � R if I ' ,5 d't 1 . �wIF 71t a d r's. , #£ s''� -uz t IF. IF 'x � Y 4t T t .Is t t "�it� i IF IF j k 't 4 ` to n pp sfi - tT , mm riliw, ,, a4 d _ $• t pIF ,. :. IF I uhi e FIF IF, it S IF �tI t ti. r � � it k y i F { s t IF .aX Iio It I IFVPP i�N� x .vi71 a o "y x v, l sL ` I ' kt$� �n f F:yz-.,' tk '� r �io �Y Ffz NFF a ,ry� r 1`G I`,4�x" ' q.� I I I I Iirj,Milt tGY YyY _ r IF art• 31 - k ffi d (ifi� �kl l� ^'r4a a r+ ,. � , s3 : 1 1' r IF # ; _"f3 Yt M1 lh. ;9 ray 3`, {,;� y, s � } fir ` R try "$ rt ht 1 G 4 I IF I.% VY t ax"x 4 a�1 ? k S firti S+ to a 9 kt ff ih � t ..Gtirr �'1 I„u 44 lffln f yt YLL #rz i 3 tnTLLitt, .;IZ�FASI4 zY rat k 2 ti: z a ' i LL FL 3 � �Tt s� `t'�y" f I ,;, r v✓ F � rt r � `�- s -:. y>��� �+'. i. it rr F,IF I IF, iFFL �S� t m k IF LLL IF Soi ( M p rimy noi IrFI ertv �l d at thXS�scale ' x T �t iA Y t N a , h� tiezt h 3 y , "s : . . 49' �cr ze• r+ _ I 1.= - -- �....,,-_I .. I >: vs� 3n zs r+ 525590 525700 525M M940 EbWO S67211 5259M 3 3 k Map Scale: 1:866 If printed on A port ad (8.5" x 110) sheet ; N --.— --- Meters R 0 10 20 40 60 p :=_:c-= __....__.—.Feet 0 40 80 160 240 Map projection : Web Meirator Comer coordinates: WGS84 Edge tics: UIM Zane ION WGS84 usm Natural Resources Web Soil Survey 1112/2017 Conservation Service National Cooperative Soil Survey Page 1 ' of 3 1 Structural Calculations Demmon Residence nd Ls Z 3518 West 2 St . , � JAN 18 7018 Anacortes, WA Jan . I Oth , 2018 CITY OF AMACORTES Contents 1 -21 Standard Structural Specifications and Calculations . c . BRq PJZ W O` 37964 �GISTER�G� ONAL� i The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the subject structure . Structural drawings S 1 through S4 have been signed and sealed by the engineer of record and represents a required element of the building specifications . The architectural plans have the engineer ' s red-lines electronically and have been signed and sealed by the engineer of record for the structural aspects only . Notes, Disclaimers: • Bradley Engineering, Inc. takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. BRADLEY ENGINEERING , INC . 811 Yew St. Bellingham , WA 98229 Ph . (360) 752-5795 z BRA ® LEY ENGINEERING , INC . STANDARD STRUCTURAL SPECIFICATIONS : 1 ) Loads : a) Roof live load : 16 psf b) Seismic Design Category : D1 c) Roof dead load : 15 psf d) Wind : 110 mph and Exp "B" e) Snow Load 25 psf f) Floor Live Load : 40 PSF g) Floor Dead Load : 10 psf h) Balcony Live : 60 psf i) Deck Live: 60 psf j ) Exterior Wall Dead: 12 psf k) Interior Wall Dead : 10 psf 2) Applicability of these specifications : a. These specifications shall be adhered to for all work addressed in this report. b . Some sections of these specifications may not apply to the scope of work of Bradley Engineering, Inc. Use of these specifications for work outside of Bradley Engineering's scope shall be at the sole risk of the contractor. 3) Limited scope of Bradley Engineering ' s work : a. The scope of work of Bradley Engineering, Inc. is limited to the vertical and lateral analysis of the subject structure. Bradley Engineering, Inc. takes no responsibility for items not specifically addressed in the calculations, drawings, or call-outs . b . All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of Bradley Engineering, Inc. 4) Ownership of this report : a. Ownership of this report, all calculations, sketches, and other intellectual Information pertaining to the project shown herein shall remain the sole propriety of Bradley Engineering, Inc. Bradley Engineering, Inc. will furnish copies of this information to others only with the express permission of the client. b. These calculations, sketches, notes, and specifications are valid only for the project indicated herein . These documents are not valid, and shall not be used for any other project. 5 ) Completion of Bradley Engineering ' s current scope of work : a. Submittal of this report to the client completes the present scope of work and budget of Bradley Engineering, Inc. All other consultation, design, calculations, sketches, inspection, etc , after submittal of this report shall be billed on a time and materials basis. 6) Basis of Design — Applicable Codes : a. This design is based on the 2015 IRC . All construction shall adhere to the minimum requirements of the IRC. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems . 7) Competent Construction Personnel a. Only competent personnel familiar with construction and safety practices gennane to the project shown herein should be employed to assemble and construct the work. 8) Temporary support and bracing : a. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction . Design of same is not included, unless specifically shown. Contractor or owner should check all temporary- supporting devices with a qualified person . Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems . b . Retaining Walls . Do not backfill against retaining walls until concrete has cured to at least 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this purpose) . For retaining walls that are to be connected to horizontal (floor or slab) diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. 3 9) Conventional Wood Framing : a. General Construction : Pre-drill all nail holes where required to avoid splitting. Connect all wood members per the attached sketches, callouts, and the IBC . b . Bolts : Unless otherwise specified, use washers on all bolts ; tighten all bolts to a very tight snug wrench tight condition; use standard A307 bolts; use hooks on all embedded anchor bolts . Provide the following minimum edge distances between the centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts : i . '/2 inch diameter bolts . . 0 0 a 4 E 1 4 1 1 0 & 0 EE2 . 5 inches HE 5/8 inch diameter bolts . 0 4 6 a 4 M 4 a a a I * 4 3 inches iii . % inch diameter bolts . . 0 0 9 4 0 . 3 .75 inches iv. 7/8 inch diameter bolts . . . . . . . . .edge of inches y g p (angles, g flanges, v . Minimum distance between ed e of bolt and an edge of steel late an les, gussets, flan es webs etc) shall be one inch . vi . Engineer shall specifically approve any bolted connection using less edge distance than shown above . c. Lag Bolts : All lag bolts greater in diameter than shall have pilot holes Pre-drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded Shank diameter. d . Nails : All nails used and specified in drawings and sketches shall be common Nails unless shown otherwise. Common nails may be substituted with nails of the Same shank diameter and same length . e. Built-Up Beams . Built-up beams consisting of dimension lumber (typically 2X stock) are permitted in lieu of sawn solid beams only if the 2X's are oriented such that they are not stacked on top of each other with the sum of their weak axes resisting load, but are nailed together side-by-side, with the sum of their strong axes resisting load. Use 16d face nails at 6 " OC staggered into all tributary members . No splices allowed. f. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil . Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails, bolts, Simpson or other framing connectors, etc.) or structural steel members. g . Blocking / Bridging. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Provide solid blocking at all bearing points . Framed floors which support posts shall be solidly blocked within the floor to positively transfer posts loads through the floor to the supports beneath. h . Partition Walls . All non-shear wall partition walls on slabs shall be secured with 0 . 145 " diameter power pins at 12 " OC, unless otherwise shown. Shear wall partition walls on slabs shall be connected to the slab with the anchor bolting schedule shown above and herein. i . Provide double joists under all non-bearing partition walls . Partition walls which carry loads from above shall bear on joists or beams sized to carry said loads. j . Beam Supports (Trimmers) . All Glulams or Parallam beams shall have (at a minimum) double trimmers or a 4X post at each bearing point unless otherwise shown . Sawn beams 6X12 or less may use single trimmer at bearing points, larger size sawn beams to use double trimmer or 4X post. 10) Pre-fabricated Framing Connectors : a. Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations . b . Installation : The contractor shall install all prefabricated items in strict accordance with the manufacturer' s recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to . c . Default Connector Types . Unless otherwise shown, the following metal plate connectors shall be used. Post caps . . PC series Post bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PB series Beam hangers. . . . . . . . . . . . . . . . . . . . . . . . . . . Top flange type , HB , JB , PF , HUSTF , HUTF , or equal . Joist hangers' . . WEBS effe6wom Iva adwasamea Ron U series. Truss and rafter holdowns. . . . . . . . . H2 . 5 at each heel to double plate . 4 11 ) Footings, foundation, and Slab on grade : Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of Bradley Engineering, Inc . Bradley Engineering, Inc. depends on others for the provision of soils data, which includes but is not limited to : allowable bearing capacity, liquefaction potential , slope stability, active and passive lateral pressures, internal friction angle, and cohesion . Bradley Engineering strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all land based construction projects . I Foundations , Footings on SOIL : All footings to bear on undisturbed existing soil, unless otherwise shown in the plans or calculations . All organic and deleterious material beneath the footings, foundations and slabs to be removed and replaced with granular fill compacted to 95 % relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18 ". Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95 % Relative Compaction (RC). All footings are proportioned and designed for 1 ,500 psf allowable soil bearing pressure, unless other information is supplied by the Owner or Owner' s representative. Slabs on Grade : Sub grade below slabs shall be similar to the above, except that 92% relative compaction is acceptable . A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. I Contraction Joints : Contraction joints shall be provided in all slabs at a maximum of 12 feet on center in each orthogonal direction . Contractor may use tooled joints or ` zip strips ' . Light gage metal keyed joints are not recommended in slabs subject to vehicular traffic. Slab reinforcement shall be continuous across all contraction joints . Expansion (isolation) joints : Expansion (isolation) joints are required where new concrete slabs are poured against existing concrete or masonry , and where shown on the plans. Expansion joint material shall be asphalt impregnated fiber board or similar, '/z inch thick. Construction (cold) joints : Where used, the previously placed concrete surface shall be clean and free of laitance . Reinforcing shall be continuous across the joint. Cold joints in slabs should be full depth, vertical face, and forma straight tooled edge. Cold joints constructed in this manner may also function as contraction joints . Footing Drains : Footing drains, with washed drain rock extending to within one foot of top of finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them . Footing drains shall be 4" perforated pipe routed down gradient to daylight, unless otherwise specified. Where footings and foundations are placed on compacted material, fill shall be well graded granular material with not more than five percent passing a number two hundred sieve. Fill shall be placed in eight inch maximum loose lifts and shall be compacted to ninety-five percent of the maximum density at optimum moisture content (modified proctor test) . 12) Concrete and Reinforcing Steel : a. Concrete shall be 2,500 psi ultimate strength at 28 days. Concrete shall not have less than 5 sacks cement per cubic yard and not more than 4 inches of slump . Maximum size of aggregate shall not exceed 1 '/z inches . b . Reinforcing steel latger than #4 bar shall be ASTM A615 , grade 60. Reinforcing steel less than or equal to #4 bar shall be Grade 40 . Reinforcement shall be fabricated and placed in accordance with "ACI Manual of standard practice" . Right angle bars "L" shall be lapped with straight bars at footings and wall intersections . c. Minimum clear cover for reinforcing steel shall be : i. Bottom of footing 3 " ii . Top of Footing 2" iii. Vertical face exposed to earth 1 . 5 " 5 13 ) Wood Framing : a. Lumber shall be in accordance with "National Design Specification" of the National Forest Products Association . Unless otherwise noted, species and grade of lumber shall be as follows : Mud Sills Hem-Fir No . 2 treated Interior Framing : Floor and Roof Joists D . Fir No . 2 or better Wall Framing D . Fir No . 2 or better 4" x Headers and Beams D . Fir No . 2 or better 615x Headers and Beam D . Fir No. I or better Exterior Framing: 411x Headers and Beams Hem-fir No. 2 treated 6"x Headers and Beams Hem-fir No . l treated All other framing not noted D . Fir No . 2 or better b . Plywood or OSB Shear Walls . All plywood on shear walls, unless specifically noted, shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type 2. 1 . All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms . Plywood, use A.P . A . trademark CDX plywood unless otherwise noted . Store and install in accordance with the recommendations of A.P . A. and UBC for shear resisting vertical and horizontal diaphragms . c . Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1 /2" CD/OSB over non-blocked supports at 24 " OC . Nail with 8d at 6 " on edges, and 12 " in field. Contractor to verify all span ratings . d. Floors . All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the Plans . Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans, nail floor diaphragm using 10 penny (screw type nails recommended) at 6" on edges , 12" in field, non-blocked, per UBC Case 1 pattern. 14) Anchor bolts : Anchor bolts shall be in accordance with ASTM A307 standards. Anchor bolts shall be 1/2" Diameter, 10" long, spaced at 4' O. C. unless otherwise noted. For new construction, anchor bolts shall be placed in thickened concrete slab or foundation walls at the time of placement of concrete . In no case shall fewer than 2 anchor bolts be used per panel. 15) Epoxy bolt connections : As an alternative to the SSTBxx hold-down anchor bolts required/specified use either 5/8" or 7/8" Aw307 all-thread (threaded rod) anchor bolts with a minimum embed of 10" per the following specifications. Use Simpson epoxy-tie bolt system with SET high strength epoxy, with zinc plated, A307 ` all-thread' bolts as shown in the sketches . Drilling of holes and installation shall be in strict accordance with manufacturer' s recommendation . Concrete must be at least 7 days old. Wind Analysis Demmon Residence Address: 3518 West 2nd ST. Date : 11/10/2017 O�E� EtiGz�e Anacortes, WA S/W User: Kendrick �� P enz�G Inputs: Wind Speed, V 115 mph Height, H 14 feet Roof Angle 15 degrees Exposure Category D O O c Horizontal Pressure Zone A F ASD Load Comb. Factor PASD 0. 6 Topographic Factor, Kzt 1 O O G Risk Category II OF Risk: I Low risk to human life in event of failure II Most small residential structures III Substantial risk to human life in event of failure Zone: M A End zone of wall B End zone of roof (D ° C Interior zone of wall Case A D Interior zone of roof Exposure: a � B Areas closely surrounded by obstructions Case B C Open terrain and scattered obstructions D Flat unobstructed areas or close to large body of water Calulation of 11 (ASCE 740 Figure 27.3. 1) Height (ft) Exposure B Exposure C Exposure D Calculation of Ps30 (ASCE 7=10 Figure 28.64, V = 11S mph) 0 1.00 1.21 1 .47 Roof Angle Zone A Zone B Zone C Zone D 15 1.00 1.21 1 .47 0 21.0 -10.9 13 .9 -6.5 20 1.00 1.29 1.SS 5 21.0 -10 .9 13 .9 -6.5 25 1.00 1.35 1 .61 10 23.7 -9.8 15.7 -5.7 30 1 .00 1 .40 1.66 15 26.3 -8.7 17 .5 -5 .0 35 1.05 1.45 1 .70 20 29 -7.7 19 .4 -4.2 40 1909 1.49 1 .74 25 26.3 4.2 19. 1 4.3 45 1 .12 1.53 1.78 30 23 .6 18.8 18.8 12.9 50 1 . 16 1.56 1.81 45 23 .6 18.8 18.8 12.9 55 1.19 1.59 1.84 60 1.22 1 .62 1.87 Ps30A = 26.3 psf I Use ASD Load Combination 7 7 . 0.6D + 0. 6W + (0 or 0. 6 of 1 . 0)aH + (0. 75 or 1 . 5 )"Fa Calculate simplified design wind pressure Apply ASD Load Combination Factor PD esign = * Kzt * PS30A = 38. 66 psf PASD = 0.6 P= PASD *PDesi n = 23 .20 psf Wind Pressure shall not be less than 16 psf. (2015 IBC 1609 .6.3) P = 2120 psf 7 Wall Location : South Elevation Upper Description : X Tributary Projected Area (ft) Calculations Height 6 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 29 . 2 ft Fwind = P*A = 4398 lb Calculate total wind force acting on wall Height 2 ( opt . ) 0 FP = Lp *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 Fs = Fwind -FP = 4398 lb Load resisted by shear walls Area 190 ft PFLshear = Fs /LS 314 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 2 Shear Wall , Lx 2 . 5 ft Case 1 : Conventional O . K . PLF < 300 1 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 . 5 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 2 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 1 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 4 ft Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 1ft 0 Note : Shear nominal capacities taken from SDPWS Table 4. 3 and adjusted in LS = E Lx 14 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall , Lp 0 Wall Location : North Wall Upper Description : X Tributary Projected Area (ft) Calculations Height 12 . 3 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 18 ft Fwind = P*A = 5103 lb Calculate total wind force acting on wall Height 2 ( opt . ) 0 FP = Lp *300plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 28 . 5 ft FS = Fwind -FP = 5103 lb Load resisted by shear walls Area 220 ftZ PFLshear = FslLs - 340 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 2 Shear Wall , x 2 ft Case 1 : Conventional O . K . PLF < 300 2 . 5 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 ft Case 3 : SW5 or SW8 & HDU2 's 685 < PLF < 980 2 . 5 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 3 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 3 ft lCase 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4 . 3 and adjusted in accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . S : 1 . LS = E Lx 15 ft If requirements are not met portal framing methods can be used . Pres . Wall , P 0 8 Wall Location : East Wall Upper Description : X Tributary Projected Area (ft) Calculations Height 11 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 24 . 5 ft Fwind = P*A = 6536 lb Calculate total wind force acting on wall Height 2 ( opt . ) 7 ft FP = LP *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 FS = Fwind 'FP = 6536 lb Load resisted by shear walls Area 282 ft PFLsnear = Fs /Ls 284 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 4 . 5 ft Case 1 : Conventional O . K . PLF < 300 4 . 5 ft Case 2 : SW4 & HDU2 's 300 < PLF < 685 7 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 7 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 0 Case 5 : Other sheathing methods required 1400 < PLF < 2435 0 Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4 . 3 and adjusted in Ls = E Lx 23 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall , LP 0 Wall Location : West Upper Wall Description : X Tributary Projected Area (ft) Calculations Height 11 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 24 ft Fwind = P*A = 6402 lb Calculate total wind force acting on wall Height 2 ( opt . ) 7 ft FP = LP *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 Fs = Fwind -FP = 6402 lb Load resisted by shear walls Area 2 66 fL2 PFLShear = Fsl Ls - 188 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 16 ft Case 1 : Conventional O . K. PLF < 300 2 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 8 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 4 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 4 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 0 lCase 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4.3 and adjusted in Ls = E Lx 34 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall, P 0 9 Wall Location : North Elevation Lower Description : X Tributary Projected Area (ft) Calculations Height 21 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 8 ft Fwind = P*A = 3897 lb Calculate total wind force acting on wall Height 2 ( opt . ) 16 ft FP = LP *300p1f= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 FS = Fwind -FP = 3897 lb Load resisted by shear walls Area 168 �ftl I PFLShea,• — FS /LS 251 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 2 ft Case 1 : Conventional O . K . PLF < 300 5 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 1 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 2 . 5 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 3 ft Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4. 3 and adjusted in LS = E Lx 15 . 5 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall, LP 0 10 1 /10/2018 Pg . Bradley Engineering , Inc . Csl( rzucTIC1NCALc c32umnCalc Assumptions: Compliantwilh 2010 IBC, 1997 USC and 2005 National Design Spec for Wood. Top and bottom connections are considered 'pinned' (not 'fixed' or embedded). Bearing area at top and bottom is not checked. The column is assumed to be laterally supported at its top and bottom. No wet, high temp. or high moisture use. Disclaimer: All users ofthis software shall comply with State Engineering Law; which specifies who may perform engineering, and defines the practice of engineering . Job Name DEMMON Member I . D. Porch Posts P I I I + i P + a Otherinfo Post, Stud, or Column General Information : i l Column , Post, or Stud Length , ft. 11 ,25 ft I t l Max. Live Deflection 175 = 0,77 in t ) I f Type Unbraced column or post 1W L ,it / i v End Fixity Pinned - Pinned, 1 .0 r I ! I16 f t Load Duration Ten Minutes (Wind / Earthgk. - IBC, Cd = 1 .60) o z .o Off-Center (Eccentric) Compression Loads or Add'I No2. Bending Loads (other than wind)? End Fixity Types Applied Gravity Loads , " P" Reduced Live Load , Live Load , Dead Load , Live psf Dead psf x Length , ft x Width , ft. lbs lbs. lbs Roof Loads (not including snow) E25psf15 sf 4. 00 ft 7.40 ft 740Ib 740Ib 444Ib Roof Snow (only) 0 Ib 0 Ib Floor 3 Loads 0 Ib 0 Ib 0 Ib Floor 2 Loads15 sf 4.00 ft 7.40 ft 1 ,776 Ib 1 ,776 Ib 444Ib Floor Loads63 psf 4 .00 ft 7,40 ft 3 ,256 lb 31256 lb 11865 lb Wall Dead Load 0 lb Other ' psf load and trib. width 0 lb 0 lb 0 lb Other point load : all Live, all Dead , or some of each , lbs . Descrip'n , opt'I: pt loads 2,250 lb 900 Ib Total Live and Dead Loads: 81022 lb 31653 lb Combined Total Load : 11 ,675 Ib Wind Load Over Full Length of Member (Assumes external sheathing of plywood , metal, etc. exists) Wind Applied To: Narrow Face Tributary Width of Wind Load : z = 0,50 ft Wind Pressure: q = 1 15, 0 psf 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Hem- Fir (North) V Timber Material Hem - Fir (North) Lumber- Grade No. 1 / No. 2 Timber Grade No 1 12 x 12 4x14 6x6 (3) 2x8 18x8 - 10x10 Glued Laminated Columns 1 . 8E Parallam PSL Columns Glulam Combo . 5 - DF (Visually Graded) 5. 125 x 5 . 125 5-1 /4" x 5-1 /4" 3x13.5 6.75x7.5 - 5-1 /4" x7" 3.125x12 8.75x9 - 7" x7" 5 x 6 Final Member: sawn Wood qW Mem . Library : Choose From All Sizes Of Column Type Final Size : 6x6 qr Final member okay by: 0.7% Final Member : 6 x 6 , Hem -Fir ( North ) , Controlling Factor: Combined Bending / Compressive Stresses No . 1 / No . 2 Horiz. Force At Bottom (Strong Axis): 42 Ib Horiz, Force At Bottom (Weak Axis): 0 lb DECK POSTS 11 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CAS RUCTIONCALC ProBeam vs.o1 mpg an op ano sottom must e laterally supponea at suppo s ang 314man max. intervals o wane n aminations nor curved Glulams. Dynamic loadino not considered, Compliant with 2009 On 20031BC All designs should be checked by a competent professional All users shall comply with State Engineering Law. Inlury and / or death can result from Improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, ifany, not shown) Beam I.D.: DECK BEAM 1100o 800 Otherinfo.: @00 60 Main Span, L = 9. 86 ft 900 - Main Span Max. Allowed Live Defl: L / ; 240 ' = 0"49 In 300 Main Span Max Allowed Total Defl: L / 180 = 0.66 in o 2 4 6 8 0 '12 Cantilever (Overhang) Exists? No -200 Pitch if Sloped: 0.0 : 12 -400 Span (ft) Load Duration Live: too Loads From Continuous Member? No W Add Self Wt.? Yes O No Press Treated? Wet Cond? Temp Cond. For Woad and � � Sawn Member Repetitive Use? No ' . GluLamsOnly: Press treated � wet . lood F & less Partial Uniform Loads On Main Span Only Tributary Comb'd Load , Start Point Live Load, Dsf Dead Load, psf width ft Live Load , olf Dead Load, plf � ft, End Point ft, Partial Load A 110 psf 65 psf 4,00 ft 440.0Ib/ft 260.0Ib/ft 700.0Ib/ft 1 ,50 ft 9,50 ft Partial Load B 40 psf 15 psf 4,00 It 160.0Ib/ft 60.0Ib/ft 220.0Ib/ft 0,00 ft 1 ,50 ft Partial Load Cl60 psf 1 15 psf 0,0011 0.00 ft 0, 00 ft Partial Load D _Descrip.n, opel: Partial Load E Descrip.n, opt.): Note: Start and End Points Measured From Left Su port 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-tarch (North) . Timber Material Douglas Fir - Larch (North) Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions (4) 2x14 - 12x12 - 6x12 14x14 _ - - List properties for what 8x12 size lumber? 4 x 1z . An asterisk ' 10 x 10 Sif Wt=24.9 indicates a non- List properties Fb=748 Fv=140 Fcp=419 E=1368000 Sit Wt=9.87 acceptable sol'n. 1 for what size? 6 x 14 Fb=875 Fv=132 Fcp=419 E=1368000 Final Member Results Final Member ISawnWood Final Member: 6 x 12, Douglas Fir - Bending overdesign: 1.7% Material Library IChoose From Min. Sizes That Cak. Larch (North ), No. 1 ShearOverdesign: 93.9% Final Site' I6xl2 Deflection Overdesign: 301.7/ Min, Bearing Lengths : = 1.60 in. (Left) = 1.50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: N/A Vert Diff (approx): 0.00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 1.7% Actual Member Size: 5.5W x 11 ,25" 9.86 ft Controlling criteria is: Bending Reactions Final Member Additional information Location Live Case Bracin0 Req'd For Maximums R1 - Left R - Right Max Positive Moment: 8,404 ft-lb 5,03 It Main Span Full Strength: Live Load: 13778lb 11982 lb Max. Negative Moment il) fill 0.00 ft Main Span Lateral bracing ......................................... .......... .. required only at Dead Load: 1 .079lb 1 .244lb Max Design Sheari2, 806lb 9. 86It Main Span su orts I---------------" -- - . PP Total Load: 21858 lb 3,225 lb Main Span Max. Downward 0,1011, / 0.164" 4.93' 14,93' Main / Main Live Case Causing Max N/A NIA Deflection (Live / Total) i Main Span Max. Upward , 0.000" / 0,0001, 0.00' / 0,09 Main / Main Deflection Live / Total Minimums R1 - Left R - Right ( ). Live Load: 0lb 0lb Cant Down. Deft. (Live / Tot): N/A N/A N/A W/O Mid-Bracing: - ... ".............. ............... .."--".... 0.6 or 1 .0 Dead : 648 Ib 746 lb Cant. U Defl: Live / Toll: !N/A N/A NIA Bending Red* Net Reaction 602lb 7001b Req'd El, Not Incl. Self Wt.: 2. 172E+08 Actual EI: 8.93E+08 0% Live Case Causing Min N/A N/A Approx. Self Weight: 15.50 plf Approx. Tot. Wt.: 153 lb Allowed Moment: Min. Caldd Bearing Lengths: : = 1 .24 in (Left) = 1 .40 in (Right) 8,546 ft-Ib DECK BEAM 12 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CCIVSI` RUCTIONCALC ProB®am v5.01 ns nor curved .......... Dynamic loading not considered, compliant with 2009 2003 lace All designs should be checked by a competent professional All users shall comply with State Engineering Law Injury and I or death can result from improper use of this_ product Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not To Scale. Mich, Many, notshown) Beam I.D. : GIRDER SUPPORTING BM 2 250 200 Other Info.: ,i5o Main Span, L = 5.00 it Moo ..._............_....._._._._....._...... u50 Main Span Max. Allowed Live Defl: L / 360 = 0.17in 0 o Main Span Max. Allowed Total Dell: L / € 360 s = 0.17 in 50 1 1 2 3 4 Cantilever (Overhang) Exists? No M qw -100 - 450 Span (ft) Pitch if Sloped: 0.0 : 12 Load Duration s w t.le 1 Loads From Continuous Member? I No V Add Self Wt.? ®W 50 For Wood and Press Treated? Wet Cord? Temp Cond. Sawn Member Repetitive Use? No V GluLamsOnly: rNotpressreated Dry Wde9F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes V Live, psf Dead, sf Width, ft Load, pit Load, pit Load, pit. Roof Loads (not including snow) M4Osf 10 sf 2.00 ft 50.0 lb/ft 50.0 Wit 20.0 lb/ft Roof Snow (only) 2.00 ft - - - - Floor 3 Loads Floor 2 Loads Floor Loads 10 psf Wall Dead Load 10 psf Other 'psf load and trio. width Additional 'p0' Unit. Live Loads. ; Descdpn optl: Additional 'pif Unif, Dead Loads- ':, . ..Descrip'n:opt'[, Roof pitch for LL Red'n Beam type for LL Load Subtotals 50.0 lb/ft 50.0 Iblft 20.0 lb/ft Red'n Total Adjusted Uniform Loads WL = 50.0 Wit wD = 20.0lb/ft 0.0 : 12 All o her earns W Combined Total Uniform Load Wu = 70.0 lb/ft Concentrated (Point) Loads Trib. Length, Live Load Qsf Dead Load sf Trib. Width ft. ft. Live. Ibs Dead, Ibs Location ft Point Load A 25 psf 10 psf 10.00 ft 4.50 ft 11125 lb 450lb xA = 2.50 ft Point Load B xa = Point Load C Descrip'n, opt1: xc = ..Point Load D Descrip'n, optT xD = Point Load E Descrip'n, optT xE _......................... _.............._ Point Load F Descdp'n, opfl: xF = Point Load G Descdp'n, opfl: xG _ Point Load H ? Descrip'n, opri: xa = Note: Location Measured From Left Support 4x And Smaller (Lumber) Sx And Larger (Timbers) Lumber Material IDouglas Fir-Larch North) W Timber Material DouglasFir - Larch (North) _ Lumber Grade No. 1 / No. 2 Timber Grade : Nm I Acceptable Solutions Acceptable Solutions 2x12 1 (4) 2x5 - - (2) 2x8 3x10 - - Ltst properties for what (3) 2 x 6 4 x 8 - - size IumbeR 4 x 12 v An asterisk ' _ Sit Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 Slf Wt=9.87 acceptable sol'n. 1 for what size? o ` t^ Fb=1479 Fv=196 Fcp=625 E=1600000 Final Member Results Final Member 5awnwDed V Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 47.1 % Material Library Choose From Min. Sizes ThatCalc. V Larch (North), No. I I No. 2 ShearOverdesign: 275.6/ FinalSizet 4x8 Deflection Overdesign: 263.2% Min, Bearing Lengths : = 1 .60 in. (Left) = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0.00 ft True Len (approx): Final member OK by: 47.1 % Actual Member sae: 3.50" x 7.25" 5,00 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Redd For Maximums R, - Left R - Right Max. Positive Moment: 2,207 ft-lb 2.50 ft Main Span Full Strength: ................_......_..............9..............................F..._....._.............._.............._..................................._....._........_.P......... Live Load: 688 lb 6881b Max. Negative Moment 0 ft-lb 0.00 ft Main Span Lateral bracing ._......................_........ ...........................-......,...«..._........_....._...._._............_._......................._._....._....._.............._._. required only at Dead Load: 291 Ib 291 Ib . Max Design Shear. 932 lb . 0.00 ft , Main Span supports ' ._......... __.._._. ...._..........«............._.._.....__._......_ ._._.. Total Load: 9781b 978 tb Main Span Max. Downward= 0.032" / 0,045" 2.50' / 2.50' Main I Main Live Case Causing Max NIA NIA Deflection (Live / Total) :: Main Span Max. Upward i 0.009, / 0.0001, 0.00' / 0,00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total); Live Load: 0lb 0 lb Cant. Down. Dell. (Live / Tot): jN1A N/A N/A W/O Mid-Bracing: . . .._....._....._._._.:_._._..................._._.................;. ... .. ...__..__..._._..........__._. .............._._...__........_._.._.....,...... - 0.6 or 1 .0 Dead : 175 lb 175 lb .,,Cant; U�.. Def De , (Live I Totj:FN/A„_. ,,,,,,,,,,,,,,,,,,,,,,,NIA . N/A , Bending Red'n: .........._. q ......._. .....�._....._....._._....._._...._. Net Reaction 165 lb 1651b Re 'd El, Not Incl. Self WL 14.843E+07 Actual El: 1 .78E+08 0% Live Case Causing Min NIA N/A Approx. Self Weight: 16.36 pIf Approx. Tot. Wu 32 lb Allowed Moment: Min. Caldd Bearing Lengths: ; = 0.45 in (Left) = 0.45 in (Right) 31247 ft-lb BEAM SUPPORTING GIRDER 13 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C IsU Zr1 ONCALc PrOBsam Vs.ot ins nor curved Glulams Dynamic loading not considered, compliant with 2009 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law, inlury and / or death can result from improper use of this product. Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not7o scale. Pitch, Kany, not shown) Beam I.D. : DECK BM 200 150 Other Info. : 00 Main Span , L = 12,50 ft 9 0 _.._...._........_._.....___.......... Main Span Max. Allowed Live Defl: L 360 _ = 0.42 in 0 o 2 4 6 8 10 12 14 Main Span Max. Allowed Total Defl: L ! 360 = 0.42 in -50 Cantilever (Overhang) Exists? No -100 Pitch if Sloped: 0.0 : 12 -150 Span (ft) Load Duration snow: 1.ts V Loads From Continuous Member? No V . Add Self Wt. ? Qres tavo For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No GluLams Only: Not pres: treated D y 100 deg F & less V Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead allooloolooll Allow Live Load Red'n? yes W Live, psf Dead , psf Width , ft Load, plf Load, plf. Load, plf. Roof Loads (not including snow) 25 psf 10 psf 4 . 50 ft 112.5 lb/ft 112.5 lb/ft 45.0lb/ft Roof Snow (only) 25 sf 4 . 50 ft al - Floor 3 Loads Floor Loads - Floor Loads 40 sf 10 psf - - Wail Dead Load 10 psf - Other 'psf load and trib. width Additional 'plf Unif. Live Loads. ; Desctipnt' opt'L- Additional 'pif Unif. Dead Loads. ' Des c 'n.Mali.Mali_�oa , 0 rl: Roof pitch for LL Red'n Beam type for LL W Load Subtotals 112.5 lb/ft 112,5 Will 45.0 lb/ft Radii Total Adjusted Uniform Loads wL = 112.5 lb/ft wD = 45.0lb/ft 0,012 All other beams gy Combined Total Uniform Load wu = 157.5lb/ft Miami 4x And Smaller (Lumber) 6x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) Timber Material Douglas Ftr - Larch (North) Lumber Grade No. 1 / lii Timber Grade [o. 1 Acceptable Solutions Acceptable Solutions 2x14 (4) 2x8 - (2) 2x10 3x10 List properties for what (3) 2 x 8 4 x 10 size lumber? q x tz An asterisk ` - Sif Wt=24.9 indicates a non- List properties - Fb=1076 Fv=207 Fcp=625 E=1600000 SlfWt=9.87 acceptablesol'n. 1 forwhatsize? 804 Fb= 1479 Fv=196 Fcp=625 E=1600000 Final Member sawn wood Final Member Results Final Member: 4 x 10, Douglas Fir- Bending Overdesign: 50,8% Material Library Choose From Min. Sizes Thatcalc. W Larch (North ) , No. 1 / No. 2 Shear Overdesign: 392.4% Final Size 4xto TF Deflection Overdesign: 69.2% Min. Bearing Lengths : = 1 ,50 in. (Left) = 1 .50 in. (Right) Use Conditions selected: Bearing ! Buckling Overdsgn : N/A Vert Diff (approi 0,00 ft True Len (approx): Final member OK by: 50.8% Actual Member Size: 3.50" x 9.25" 12,50 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R1 - Left R2 - Right Max. Positive Moment: 13,235 ft-lb 6,25 ft Main Span Full Strength: .._........_..._. _...._..............._ _.. . .._....._..._........_._..........._...._....._............._.......... Live Load: 703 Ib 703 Ib Max. Negative ative Moment: 0 ft-lb 0.00 ft Main Span Lateral bracing _...._....._._._.._........_....._...................................................................._....._._......._..._..__..._._.._._._......._.................................... required only at Dead Load: 332 Ib 332 Ib Max Design Shear: j907 lb 0.00 ft Main Span supports ........_._._....... ...... ..........................-_.__,.. _._............___.._......._....._....._........._._..._......._._....._._..__....._a.... Total Load: 17036 lb 1 ,035 lb Main Span Max. Downward '' 0.16T' / 0,246" 6,26 / 6.29 Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ...._._..............._....._...._. ............_.............._..._.............._._ .........._.__.._........_.III_............._._... ..._............................_..................._ Main Span Max. Upward l 0,0001, / 0,000" 0.00' / 0.00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total) ; .....................__....._.............__. .._......._....._.._....._._....._.....__....._....._._....._....._._....._ Live Load: 0 lb 0 lb Cant. Down. Defl . (Live / Tot): : N/A WA N/A Wf0 Mid-Bracing: ............:._....... ...._._._............_..............._._.._._..__........_...__...__... ..............._....._._........._........ _............_._.-..._ — 0.6 or 1 .0 Dead : 199 lb 199 lb Cant. Ui. Dell: (Live / Tot). N/A N/A N/A Bending Red'n: .................._.._....._.__..._.._._._ Net Reaction 169 Ib 1691b Req'd El , Not Incl . Self WL: ' 2.076E+08 Actual El : 3.691 0% Live Case Causing Min N/A N/A Approx, Self Weight: j8.11 plf Approx. Tot. Wt: 101 lb Allowed Moment: Min. Caidd Bearing Lengths: : = 0,47 in (Left) = 0,47 in (Right) 41879 fl-lb iiiiii DECKBEAM C 14 limpundill; I VW 4nu Dortom must Ve laterally supponeu UL buppurts anu at �11 max, nue Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CCM IS RUCTIONCALC ProBealm vs.o1 ins nor curved Glulams Dynamic loading not considered, Compliant with 2009 = 2003 WE All desions should be checked by a competent professional All users shall comply with State Engineering Law. Iniury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scaie. Poch, ff any, not shown) Beam I . D. : DECK FLOOR BEAM 400 300 Other Info, : goo Main Span, L = 14,00 ft 400 a Main Span Max. Allowed Live Defl: L / ? 240 € = 0.70 in o 0 __._.._._..._._..._.____._._._.....; 2 4 6 8 10 12 14 16 Main Span Max. Allowed Total Defl: L / 240 = 0.70 in - 100 ......._............ _. Cantilever (Overhang) Exists? No -200 - Pitch if Sloped: 0.0 : 12 -300 Span (ft) Load Duration snow: l.ls • Loads From Continuous Member? No V Add Self WL ? ®yes OVo For Wood and Press Treated? Wet Cond? Temp Cond, Sawn Member Repetitive Use? No • Glul-ams only: Press Treated . wet • mo deg F & less • Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes • Live, psf Dead , psf Width, ft Load, plf Load, plf. Load, plf. Roof Loads (not including snow) 25 psf 10 psf 0.00 ft Roof Snow (only) 25 psf 0,00 ft Floor 3 Loads 0.00 ft Floor 2 Loads Floor Loads 60 psf 10 psf 4.00 ft 240.0lb/ft 240.0 lb/ft 40.0 Wit Wall Dead Load 10 psf Other 'psf load and trib. width - - Additional 'pif Unif. Live Loads. ; Descrip'n, oprL 11011 Additional 'pif Unif. Dead Loads. : D ...... Roof pitch for LL Red'n Beam type for LL Load Subtotals 240.0 lb/ft 240.0 Wit 40.0 Ib/ft Red'n Total Adjusted Uniform Loads wL = 240.0 lb/ft wD = 40.0 Ib/ft 0,012 All other beams Combined Total Uniform Load Wu = 280.0 Ib/ft 4x And Smaller ( Lumber) 5x And Larger (Timbers) Lumber Material DaD9ias nr-Larch (North) Timber Material poogias nr - wrcn tNonh) • Lumber Grade No. 1 /-No 2 RIF] Timber Grade No. 1 • Acceptable Solutions Acceptable Solutions (4) 2x12 6x12 List properties for what (3) 2 x 14 1 4 x 16 8 x 10 An asterisk size lumber? 4 x 1z • • 10 x 10 - Slf Wt=24.9 indicates a non- List properties Fb=861 Fv=161 Fcp=419 E=1368000 Slf Wt=9.87 acceptable sol'n. 1 for what size? e x 14 • Fb=1006 Fv=152 Fcp=419 E=1368000 Final Member Results Final Member Sawnwood • - Final Member: 6 x 12, Douglas Fir - Bending Overdesign: 35.8% Material Library Choose From Min. Sizes That Caic. • Larch (North), No. 1 Shear Overdesign: 249.3% Final Size c x 1z Deflection Overdesign: 1 44.7% Min, Bearing Lengths : = 1 .50 in. (Left) = 1 .50 in. (Right) use Condlttons Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0,00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 35.8°/ Actual Member Size: 5.50" x 11 .25" 14,00 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Read For Maximums R, - Left R2 - Right Max. Positive Moment: 7,240 ft-lb 7,00 ft Main Span Full Strength: Live Load: 11680lb 10680lb Max. Negative Moment: i0 ft-lb 0.00 ft Main Span Lateral bracing _._....._....._......... ............_9................._........._. ..E........._..._....._........_....._._..........__..__..._........._._....__.............._.._._P........., required only at Dead Load: 389 Ib 3891b Max Design Shear; �1 :791 lb 0.00 it Main Span supports Total Load : 22069 Ib 21069 lb Main Span Max. Downward : 0.232" / 0.286" 7.00' / 7.00' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ': Main Span Max. iip i 0,000" / 0.000" 0,0910,00, Main / Main Minimums R1 - Left R2 - Right Deflection (Live / Total)SEEMSE ; _._._. ...._......__............................__......_.._._....:......._.....-........_..... ...._........_............._....._....._._....._...._._....._....._...... Live Load: 0 lb 0 lb Cant. Down. Defl:. (Live / Tt o ) N/A................_. _.....__._wA..._._.._ WIO Mid-Bracing:................ ._........... NIA _._....._0.6 or 1 .0 Dead : 233 Ib 233 Ib Cant: U Defl: (Live / Tot): :NlA N/A WA Bending Red'n: Net Reaction 168 Ib 168 Ib Req'd El , Not Incl . Self Wt.: 13.457E+08 Actual EI : 8.93E+08 0% Live Case Causing Min N/A N/A Approx, Self Weightj 15.50 plf Approx. Tot. Wt.: 217 lb Allowed Moment: Min. Caldd Bearing Lengths: : = 0.90 in (Left) 0,90 in (Right) 91828 ft-lb DECK FLOOR BEAM I 15 11/16/2017 Pg . SS-- Bradley Engineering , Inc. liq RUCTIONCALC ColumnCalc 1 v3.2 Assumptions: Compliant with 2010 IBC, 1997 UBC and 2006 National Design Spec for Wood. Top and bottom connections are considered 'pinned' (not 'fixed' or embedded). Bearing area at top and bottom is not checked. The column is assumed to be laterally supported at its top and bottom. No wet, high temp. or high moisture use. Disclaimer: All users of this software shall comply with State Engineering Law, which species who may perform engineering, and defines the practice of engineering. Job Name DEMMON Member I .D. DECK POST I I ► + I f 1� Otherinfo 1 1 Post, Stud , or Column General Information : 1 r i t1 r 19.50 ft t / 1 t . I Column , Post, or Stud Length, ft t I ) t Max. Live Deflection 175 = 1 .34 in L Type I Unbraced column or post V I 1 / r End Fixity Pinned - Pinned, 1 .0 V I t i ( , SK Load Duration Ten Minutes (Wind / Earthgk - IBC, Cd = 1.60) -� - Off-Center (Eccentric) Compression Loads or Add'I No �� — o.e 0.7 1 0 1 .0 20 2.0 Bending Loads (other than wind)? — End Fixity Types Applied Gravity Loads, "P" Reduced Live Load . Live Load, Dead Load , Live sf Dead PSf x Length, ft x Width ft. Ibs lbs. Ibs Roof Loads (not including snow) E60psf 15 sf 4,00 ft 4,00 ft 400 Ib 400 Ib 240 Ib Roof Snow (only) O lb 0 lb Floor 3 Loads10 sf 4.00 ft 4.00 ft 960Ib 960Ib 160Ib Floor 2 Loads OIb 0 Ib OIb Floor Loads10 psf - 0 lb 0 lb 0 lb Wall Dead Load 0 lb Other 'psf load and trib. width 0 lb 0 lb 0 Ib Other point load: all Live, all Dead, on Descrip'n, opt'I: pt loads 21250 lb 900 Ib some of each , Ibs. € Total Live and Dead Loads: 3,610 lb 11300 lb Combined Total Load: 4,910 lb Wind Load Over Full Length of Member (Assumes external sheathing of plywood, metal, etc. exists) i Wind Applied To: Narrow Face Tributary Width of Wind Load: z = 0,50 ft Wind Pressure: q = 16.0 psf U And Smaller (Lumber) 5x And Larger (Timbers ) Lumber Material I Hem-Fir (North) Timber Material Hem H mmlm; Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 12 x 12 6x8 14x14 8 x a 16x16 10 x 10 Glued Laminated Columns 1 .8E Parallam PSL Columns Glulam Combo. 15 • DF (visually Graded) 5.125 x 5. 125 - 5-1l4" x 5 - 1 /4" 6 ,75 x 7.5 - 5-1 /4" x 7 " 8 .75x9 - 711x7" 5 x 6 Final Member: sawn wood . � Mem . Library : Choose From All Sizes Of Column Type Final Size : 6 x 8 V Final member okay by : 42 . 8% Final Member : 6 x 8 , Hem -Fir ( North ) , Controlling Factor: Compressive Stress (Only) No . 'I a! No . 2 Horiz. Force At Bottom (Strong Axis): 78 Ib Horiz. Force At Bottom (Weak Axis) : 0 lb DECK POSTS 16 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CWINErIMMMMErIEURCM ProBealm v5.01 ns nor curved Glulams Dynamic loadino not considered. Compliant with 2009 w 2003 IBCv All designs should be checked by a competent professional All users shall comply with State Engineering Law Iniury and / or death can result from Improper use of this product. Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not To Scale. Pitch, if any, not shown) Beam I.D. : GARAGE HEADER 250 200 Other Info. : A50 rm Main Span , L = 9, 00ft 9 o Re- calculation Required Y Main Span Max. Allowed Live Defl: L / 360 = 0.30 in o - -- Main Span Max. Allowed Total Defl: L / 360 € = 0.30 in 50 1 2 4 6 B 10 Cantilever (Overhang) Exists? No V -100 Pitch if Sloped: 0,012 -150 Span (ft) Load Duration Snow: 1,15 qw Loads From Continuous Member? Fe i Add Self Wt. ? ®Yes ()No For Wood and Press Treated? Wet Cond? Temp Cond, Sawn Member Repetitive Use? No . Glul-ams Only: Not press treated t Dry 7W 100 deg F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes W Live, psf Dead , psf Width , ft Load, pit Load, plf. Load, plf, Roof Loads (not including snow) 25 psf 10 psf 6.00 ft 150.0 Ib/ft 150.0 lb/ft 60.0 Wit Roof Snow (only) 25 sf 6,00 it Floor 3 Loads Floor 2 Loads - Floor Loads 40 sf 10 psf Wall Dead Load 10 psf Other 'psf load and trib. width Additional 'plf UnitLive Loads. : DescrignI opt.L Additional 'plf Unif, Dead Loads. ; Desch, fl: Roof pitch for LL Red'n Beam type for LL Load Subtotals 150.0 lb/ft 150.0 lb/ft 60.0 lb/ft Red'n Total Adjusted Uniform Loads Wt = 150.0lb1ft WD = 60.0 Ib/ft 0. 0 : 12 All other beams v Combined Total Uniform Load Wu = 210.0 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers)ugl Lumber Material Doaz Fir-Larch (North) . Timber Material Douglas Fir - Larch (North) Lumber Grade No. 1 / No. z . Timber Grade No, 1 Acceptable Solutions Acceptable Solutions 2x12 ve�ca (2) 2x8 List properties for what (3) 2 x 8I E I size lumber? 4x1z . ulatimsRe juired SitWt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIfWt=9.87 acceptable sol'n. for what size? ax14 V Fb=1479 Fv= 196 Fcp=625 E=1600000 Final Member sawn Wood Ree alC Ula pp � �aUlr d Final Member Results Final em6er: �42 x' �; Douglas Fir- Bending Overdesign: 17.6^/a Material Library Choose From Min. Saes That Calc. Larch (North), No. 1 / No. 2 Shear Overdesign: 257.6% Final Size (z> zxa Deflection Overdesign: 43.8% Min . Bearing Lengths : = 1 .50 in. (Left) = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0,00 ft True Len (approx): Final member OK by: 17.8% Actual Member Size: 3.00" x 7.25" 9.00 ft Controlling criteria Is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R1 - Left RZ - Right Max. Positive Moment: 12, 181 ft-lb 4.50 ft Main Span Full Strength: ......................_..........._._._.. ,...._........_ ..._._.._._. ..._.._. ._.._....._............ ...._....._............. . ._.,...,.... Live Load: 675 lb 675lb Max. Negative Moment: 10 ft-lb 0.00 ft Main Span Lateral bracing __...............................__._..__.._......_.Wi........_.....__..._._....._ .___..,....,_.._..__..._._............_.__._.._._...__.._._.._._....... required only at Dead Load: 295 ib 295 lb Max Design Shear: i839 lb 0,00 ft Main Span supports Total Load: 970 lb 970 lb Main Span Max. Downward ) 0.145" / 0.209" 4.50' / 4.50' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ' Main Span Max. Upward ' 0.0001, / 0.0001, 0.00' / 0,00, Main / Main Minimums Rt - Left R - Right Deflection (Live / Total) ; _....._......__.............._........._..............._.............._.__.._........ ._.... ._.._........._......... .. _ _....._...._........_ Live Load: 0 Ito 0 lb Cant, Down. Deft. (Live / Tot): ' NIA N/A NIA WIO Mid-Bracing: _._. _....._....._._....._._....._....._.. ...._.........:....._._..............._..... ............... ,....._........_._.........._...__... .__...__..__ - 0.6 or 1 .0 Dead : 177 lb 177 lb Cant. U Defl. Live / Tat : ' N/A N/A NIA Bending Red'n: Net Reaction 162 lb 162 lb Req'd El , Not Ind . Self Wt.: 1 .033E+08 Actual El : 1 .52E+08 0% Live Case Causing Min NIA N/A Approx, Self Weight: '5.45 pit Approx. Tot. Wt.: 49 lb Allowed Moment. Min. Caled Bearing Lengths: ; = 0.52 in (Left) = 0.52 in (Right) 2,569 ft-lb GARAGE BEAM 17 ALC limporranx: loo allu nortom must Be laterally supponeu at busipurusifflu at Wait 1113R. 111MMMS. NO Wallein Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C S RUCTIONC33= ProBealrn v5.01 i ns nor curved Glulams Dynamic loadina not considered Compliant with 2009 ME 20031BC All designs should be checked by a competent professional All users shalt comply with State Enaineerina Law Inlury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To scale, pitch, if any, notshown) Beam I. D. : GIRDER BEAM 3 200 Other Info. : 150 goo Main Span, L = 7.50 ft Main Span Max. Allowed Live Defl: L / € 360 = 0.25 in J ,._......_._. 0 I Main Span Max. Allowed Total Defl: L 0.25 i _._. , ....... 2 3 a 5 s 7 a s Cantilever (Overhang) Exists? yes v -50 Right Cantilever, CR = j 1 .00 ft -100 Span (ft) Cantilever Max Allowed Live Defl: CR / 180 i = 0.07 in Cantilever Max Allowed Total Defl: CR 1 ..............._-._180 T W t = 0.07 in -- - - Pitch if Sloped: 0.012 Load Duration Snow: 1.15 Loads From Continuous Member? No Add Self Wt ? 0Y; 0No For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No . ' GluLams Only: [Not Press treated v Dry 100 deg F & less Concentrated (Point) Loads Trib. Length , Live Load. Dsf Dead Load, psf Trib. Width ft. ft. Live. Ibs Dead, Ibs Location , ft Point Load Al25 psf 10 psf 9. 00 ft 5 .00 ft 11125 lb 450 lb xA = 3 . 75 ft Point Load B - xe = Point Load C Descrip'n, opfl: xc = '_'_ III................._P........P.... Point Load D Descr 'n, o t'l: xo = ;._......_..._. _. ...................Mass_...... Point Load E Descrip'n, oprl: xE _ >_..__...III........._ _ ME Ell Point Load F DescnPn, opt![: xF = Point Load G Descrip'n, opfl. xe = Point Load H Descrip�n,opfi xH = Note: Location Measured From Left Support 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-larch (Noah) _ I Timber Material [Douglas Fir - larch (North) Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions 2x14 (4) 2x6 (2) 2x10 3x10 List properties for what (3) 2 x 8 4 x 8 size lumber? a . t An asterisk ` Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 Sir Wt=9.87 acceptable sol'n. 1 for what size? 8 x 14 Fb=1479 Fv=196 Fcp=625 E= 1600000 Final Member Results Final Member sawn wood _ Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 8 .4% Material Library From Min. Sizes That Calt. W Larch (North), No. 1 1 No. 2 Shear Overdesign: 333.4% Choose Final Size a e Deflection Overdesign: 82.6% Min. Bearing Lengths 1 .50 in. (Left) : = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: N/A Vert Diff (approx): 0.00 ft True Len (Approx): Final member OK by: 8.4% Actual Member Size: 3.50" x 7.25" 8,50 ft Controlling criteria is: Bending Reactions Final Member Additional information Location Live Case Bracing Redd For Maximums Rt - Left R2 - Right Max. Positive Moment: 2,996 ft-lb 3,75 ft Main Span Full Strength: .............g......._._.._..................:..............._.........._............._....._....._........_.................._....._........_......._.P. Live Load: 563 Ib 563 Ib Max. Negative Moment: 0 ft-lb 0,00 ft Main Span..... Lateral bracing ____._._....._...._.__ __._..__.._....___...._..__._.__.___..__...._.___....._....._........._._....._..._..._....._._____..._.._. required only at Dead Load: 2481b 2561b .._. Max Design Shear: 808 lb 0,00 ft Main Span supports ... ......_. ..__ ..._.................... ...._..._.._._Mass......_.W_....._...._....__.....__._..... Total Load: 811 Ito 818 lb Main Span Max. Downwardi 0.096" / 0:137" 3.75' / 3.75' Main / Main Live Case Causing Max Main Span Main Span Deflection (Live / Total)` _. ...._._....asks ass._._........._..__...._.....Mass_..............._....._._......................_................. Main Span Max. Upward : 0.000" / 0.000" 0.00' / 0.00, Main / Main Minimums Rt - Left RZ - Right Deflection (Live / Total); ...___.._._. _._.__ .._.....___._...__.._........... - .............. _. _....._._._._......_._._...__....._._......I Live Load: 0 lb 0 lb Cant, Down. Defl . (Live / Tot): 2 0.000" 10,00011 0.00' / 8.50' Main / Cant. W/O Mid-Bracing: 0.6 or 1 .0 Dead : 149 Ib 153 lb Cant. U : Defl. Live / Tot : i 0 .038" / 0.055" 8.50: / 8,50: Main./ Main Bending Red'n: ...._........... _ ( . ..._....Mot)...... .........._.._._............ ......._. Ell P Net Reaction 135 lb 135 lb Req'd El , Not Incl . Self Wt.: 9.568E+07 Actual El : 1 .78E+08 0% Live Case Causing Min On Cant. On Cant Approx, Self Weight: 16.36 pit Approx. Tot. WL: 541b Allowed Moment: Min, CaIdd Bearing Lengths: ; = 0.37 in (Left) = 0.37 in (Right) 31247 ft-lb Mongolia GIRDER ROOF BEAM 2 18 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C(AS RUCTIONCALC ProBeam v5.01 important : op anotiottorn Must e unerwiv supported at suppolirs ancl at 4ftrtmax in erva s o wane in laminations nor curved Glulams. Dynamic loading not considered. Compliant with 2009 - 2003 IBC All designs should be checked by a competent professional. All users shall comply with State Engineering Law. Iniury and I or death can result from improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, ifany, nut shown) Beaml.D.: HOT TUB DECK JOISTS 250 200 Other Info. : '450 x Main Span , L = 8 . 00 ft 2100 •................................ m50 Main Span Max. Allowed Live Defl : L / 360 = o.27 in � o Main Span Max. Allowed Total Defl : L / 240 = 0.40 in 50 1 z 3 4 s s 7 s Cantilever (Overhang) Exists? rio . -100 Pitch if Sloped : 0. 0 : 12 -1 sD Span (ft) Load Duration ❑: e : 7 .00 Loads From Continuous Member? No Add Self Wt.? eYes Q No Press Treated? Wet Cond? Temp Cord. _- For Wood and --� Sawn Member Repetitive Use? No . GluLams Only: Press neared . Wer 100 deg F & less � Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes Live, psf Dead , psf Width , ft Load , plf Load , plf. Load , plf. Roof Loads (not including snow) 25 psf 10 psf I I - - - Roof Snow (only) 25 lost 0. 00 ft Floor 3 Loads - Floor 2 Loads 110 psf 63 psf 1 . 33 ft 146-3lb/ft 146. 3 lb/ft 83. 8 Ibtft Floor Loads 60 psf 15 psf 0. 00 ft Wall Dead Load 10 psf Other 'psf' load and trib. width Additional 'plf Unif. Live Loads . : Descrip'n _ opt'L Additional 'plf Unif. Dead Loads . _ De_s_crip'n_ o_pt'I_ Roof pitch for ILL Red'n YP Beam type for LL Load Subtotals 146.3lb/ft 146.3lb/ft 83. 81b/H Red'n Total Adjusted Uniform Loads Wt = 146.3 lb/ft wo = 83. 8 lb/ft 0. 0 : 12 Au Omer heams Combined Total Uniform Load wu = 230. 1 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir Larch (North) Timber Material I Douglas Fir - Larch (North) Lumber Grade No. t / No z Timber Grade I No. , Acceptable Solutions Acceptable Solutions 2x14 (4) 2x6 - - - (2) 2x10 3x10 - - List properties for what (3) 2 x 8 4 x 8 - - size lumber? 4 . tZ An asterisk * _ _ Sit Wt=24. 9 indicates a non- List properties - Fb=748 Fv=140 Fcp=419 E=1368000 SlfWt=9. 87 acceptablesol'n. forwhatsize? 8x ,4 _ J Fb=875 Fv=132 Fcp=419 E=1368000 Final Member ( sac�,n Wood Final Member Results _ Final Member: (2) 2 x 10, Douglas Bending Overdesign : 40.6% Material Library f ChooseP mMin. SizesThatCalc Fir-Larch (North ), No. 11 No . 2 ShearOverdesign: 237,E Final Size : (2) 2x10 Deflection Overdesign : 395.6% Min. Bearing Lengths : = 1 ,50 in. (Left) . = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx) : 0,00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 40.6% Actual Member Size: 3.00" x 9.25" 8.00 ft Controlling criteria is : Bending Reactions Final Member Additional Information Location Live Case Bracing Read For Maximums R, - Left R, - Right Max. Positive Moment: : 1 ,896 ft-lb 4.00 ft Main Span Full Strength: ..................................................:......-.--......................-..---••------..--..--....................- Live Load: 5851b 58511b Max. Negative Moment: : 0 ft-lb 0. 00 ft Main Span Lateral bracing +.............. .............................................................. required only at Dead Load: 36311a 363lb Max Design Sheari765lb 0.0Dft Main Span supports Total Load : 948lb 948lb Main Span Max. Downward : 0.050" / 0.081 " 4.00' / 4.00' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ; Main Span Max Upward 0.000" / 0.000" 0.00' / 0.00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total) : Live Load: 011a 0lb Cant. Down. Defl . Live / Tot : : N/A N/A N/A W/O Mid-Bracing: •--------.. .-'..............................................•------•'---- ' ---..... .... ..................-----•......--........ - 0. 6 or 1 .0 Dead : 218 lb 218 lb Cant U . Defl : (Live / Tot): N/A N/A N/A Bending Red'n: Net Reaction 201 lb 201 lb Req'd El, Not Incl. Self Wt. : 5.301E+07 Actual El: 2. 71E+08 0/ Live Case Causing Min N/A N/A Approx. Self Weight :6.95 plf Approx Tot. Wt.: 56 Ib Allowed Moment: Min. Calc'd Bearing Lengths: : = In 5 in (Left) = 0.75 in ( Right) 1 21667 ft-lb HOT TUB DECK JOISTS 19 C ProSeam Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C�n,S�IRUCTIONCALC v5.01 curved Glulams, Dynamic loading not considered Comoliant with 2009 w 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law Intury and / or death can result from improper use of this Product, Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To scale. Pitch, if any, not shown) Beam I. D. : ROOF BM 1 5011 400 Other Info. : '200 c Main Span, L = 4,00 It 400 _ -goo Main Span Max. Allowed Live Defl: L / _ 360 _ _ ': = 0,13 in ° o Main Span Max. Allowed Total Defl L / 360 = 0.13 in oo 05 1 1 .5 2 2.5 3 3.5 4 . 5 Cantilever (Overhang) Exists? No V -zoo ?; Pitch if Sloped: 0, 012 1 -300 Span (ft) Load Duration snow: l .ls . 'I Loads From Continuous Member? No Add Self Wt. ? Qves QNo d? W t Press Treated? Cond? TempCond. For Wood and Sawn Member Repetitive Use? No ,. GluLams Only: Not press vented . Dry t 100 deg F & less Concentrated (Point) Loads Trib. Length, Live Load . Dsf Dead Load sf Trib. Width , ft. It, Live. Ibs Dead, Ibs Location, It Point Load A 25 psf 40 psf 4,00 It 14.50 ft 12450 lb 21320 lb xA = 2. 00 ft Point Load B xa = Point Load C Descrip'n, opfC xc = Point Load D Descrip'n, opt'L xo = Point Load E Descrip'n, opt'l: xE _ `_._...___.._...._..._..__........ Point Load F Descrip'n, opti: xF = Point Load G ; Descr 'n, o fl: xG = ................_. ..._........ _.... ._._... Point Load H Descnp'n, opts: xH . = L ................._......_.__............_. Note: Location Measured From Left Su ort 4x And Smaller (Lumber) 5x And Larqer (Timbers) Lumber Material Douglas Fir-Larch (North) _ I Timber Material Douglas Fir - Larch (North) Lumber Grade iNo, 1 / No. 2 . Timber Grade No. 1 71 Acceptable Solutions Acceptable Solutions (4) 2x8 (2) 2x10 3x12 6 x 8 List properties for what (3) 2 x 8 4 x 10 size lumber? 4 z 12 An asterisk Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIf Wt=9.87 acceptable sol'n. 1 for what size? a 74 Fb=1479 Fv= 196 Fcp=625 E=1600000 Final Member Results Final Member Sawn Wood :Vj Bending Overdesign: 28.9% Final Member: 4 x 10, Douglas Fir- , Material Library enee=e From Mtn S zes That Cale. IWI Larch (North ), No. 11 No. 2 Shear Overdesign: 135,8% Final Size: 1400 Deflection Overdesign: 463490/ Min. Bearing Lengths : = 1 .50 in. (Left) : = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0.00 ft True Len (approx): Final member OK by: 28.9% Actual Member Size: 3.50" x 9 .25" 4,00 ft Controlling criteria Is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R, - Left RZ - Right Max. Positive Moment: € 3,786 ft-lb 2.00 ft Main Span Full Strength: _._...__....._............... _....._........._...._._..._=._....._....._.....__....._....._........_...__.._.. _........_....._._............_._................_...._ LiveLoad: 725lb 725 Ib Max. Negative....... ................._........:................_..._._.........__._..__...._..__..._.__.........._..__..._.......................... required only at Dead Load: 1 . 176 lb 1 . 176 lb Max Design Shear: 1 ,895 lb 0,00 ft Main Span supports Total Load: 1 ,901 Ib 17901 Ib Main Span Max. Downward 's 0.009" / 0.024" 2.00' / 2,00' Main / Main Live Case Causing Max N/A N/A Deflection Live / Total Main Span Max. Upward : 0,000" / 0.000" 0,00, 10,00, Main / Main Minimums fit - Left R - Right Deflection (Live / Total) ; Live Load: 0lb 0lb Cant, Down. Defl . (Live Tot): N/A N/A N/A W/0 Mid-Bracing: ................_............_......._..........._........_....._._..............._..........._.._....._._.... ...._....._....... _..._._._._. 0.6 or 1 .0 Dead : 7061b 7061b Cant. U ; Defl L( . ive / Tot),! : N/A N/A N/A............. Bending Red'n: . .. . . ...._....._.... .._......................_.__....._.._._...._._..... ....._._....._....._......._....._._.._._._ Net Reaction 696115 696 Ib Req'd EI , Not Incl . Self WL: 6.515E+07 Actual El : 3.69E+08 0% Live Case Causing Min WA N/A Approx. Self Weight: 8.11 pif Approx. Tot. Wt.: 32 lb Allowed Moment: Min. Calc'd Bearing Lengths: : = 0.87 in (Left) = 0,87 in (Right) 41879 ft-lb GIRDER ROOF BEAM 20 Bradley Engineering, Inc. 811 Yew St. Bellingham, WA 98229 CC: NUCTIONCALC PrOBeam vs.o1 ns nor curved Glulams Dynamic loading not considered, Compliant with 2009 do 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law Iniury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Notro scale. Pitch, if any, notshown) Beam I.D. : HEADER 600 500 Other Info. : A00 x Main Span, L = 5,75 ft Boo -..............._.__.........._..-...._._...._ goo Main Span Max. Allowed Live DeFl: L / 360 4 = 0.19 in 300 Main Span Max. Allowed Total Defl: L / 360 = 0.19 in 0 Cantilever (Overhang) Exists? No V -100 1 2 3 4 5 6 1 Pitch if Sloped: -200 Span (ft)0. 0 : 12 � � Load Duration Snow, 1.1 v Loads From Continuous Member? No 1 Add Self Wt. ? QYes ONo For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No qV Glulams Only: Not press treated . o y . too deg F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes W Live, psf Dead, psf Width, ft Load, pit Load, pif. Load, pif. Roof Loads (not including snow) 25 psf 10 psf Roof Snow (only) 25 psf 0.00 ft - - Floor 3 Loads 0.00 it - Floor 2 Loads 10 sf - - - Floor Loads 40 sf 12 psf 10,00 ft 400.0 Wit 400.0 Ib/ft 120.0 lb/ft Wall Dead Load 10 pSf - Otheina load and trib. width - Additional 'plf Unif. Live Loads. ' Descrip'nr_opYL Additional 'plf Unif. Dead Loads. : -_. _ Descrip'n, opt_I: Roof pitch for LL Red'n Beam type for LL Load Subtotals 400.0 lb/ft 400.0 lb/ft 120.0 lb/ft Red'n Total Adjusted Uniform Loads wL = 400.0 Ib/ft wD = 120.0 lb/ft dookkkan 0. 0 : 12 All other beams . Combined Total Uniform Load Wu = 520.0 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) _ I Timber Material Douglas Fir - Larch (North) Lumber Grade I No. t / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions 2x12 1 (4) 2x6 - (2) 2x8 3x10 - - an an List properties for what (3) 2 x 5 4 x 8 size lumber? 4 x 1z An asterisk _ Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIf Wt=9.87 acceptable sol'n. for what size? a x 1a Fb=1479 Fv 196 Fcp=625 E=1600000 Final Member Results 4 ,3 Final Member Sawnwooa _ Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 193.0% Material Library Choose From . Larch ( North ) , No . 1 / No. 2 ShearOverdesign: 93.0/ Final Size: axa Deflection Overdesign: 163.3% Min, Bearing Lengths : = 1 ,50 in. (Left) = 1 .50 in. (Right) Use Conditions Setectede Bearing / Buckling OverdSgn : NIA Vert Diff (approxy 0,00 ft True Len (approx): Final member OK by: 49.3% Actual Member Size: 3.50" x 7 .25" 5,75 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums Ri - Left R - Right Max. Positive Moment: 2,175 flop 2,88 ft Main Span Full Strength: ............._....._._....._........_So' ...9......._._.........._._.....c....._._ _OPPOSES .. .. ..._....._....._._........_ _ _ _ .._ .._ .......... ....... ..... ...... ... . _._....._._....._...... Live Load: 1 ,150lb 11150 lb Max. Negative alive Moment: l0 ft-lb 0.00 it Main Span Lateral bracing I'd.._._....._....._._....._......._................_._.................._........._.......__..._._._ _.....-._....._........._....._._....._.....-.__...................._....._._...0... required only at Dead Load: 363 lb 363 lb Max Design Shear: 11 .195 lb O;00 ft Main Span supports _..._.._._...._. _ ............_....._. ........_..... ............._....... Total Load: 11513 lb 11513 lb Main Span Max. Downward3 0.055" / 0.073" 2.88' / 2.88' Main / Main Live Case Causing Max N/A NIA Deflection (Live / Total) ; ......._....._..._...__. lop............_..............._.._...............,....._......._....._........_....._....._........._........_........_..............._.1..0..._....._................. Main Span Max. Upward i 0.000" / 0,0001, 0.00' / 0,00, Main / Main Minimums Rt - Left R - Right Deflection (Live / Total) ; ......._..I'll Pat_._...........�I",.........k.kI(._...._._......�.:End............_........-_._..._._.._.._...._..............__.._._.. _.........._.........._......._....._ 9 Live Load: 0 Ib 0 Ib Cant. Downdkk. Deft. Live / Tot : N/A u M NIA NIA WIO Mid-Bracin : ._....... _ 0.6 or 1 .0 Dead : 218 Ib 218 Ib ......_. Cant 11 SEEPS�Defl (t / Tot) NIA N/A N/A Bending Red'n: .._ ......__...._._....._._. SEES._.... .. Net Reaction 207 Ib 207 Ib Req'd El , Not Incl . Self Wt.: € 6.673E+07 Actual El : 1 .78E+08 0% Live Case Causing Min NIA N/A Approx. Self Weight: 6.36 pif Approx. Tot, Wt.: 37 lb Allowed Moment Min. Calc'd Bearing Lengths: 1 = 0.69 in (Left) = 0.69 in (Right) 3,247 ft-lb HEADER i 21 TM Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 Cis aRUCTIONCALC ProBealln vs.o1 mpo an • I op an000ttOM Must e 11RCIA11V SUDDOrtedat supports ang at 4ort max Intervals inations nor curved Glulams. Dynamic loading not considered, Compliant with 2009 so 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law. Iniury and / or death can result from improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, if any, not shown) Beam I.D.: REC ROOM BEAM 2,000 Other Info.: 11500 §00 Main Span, L = 15.56 ft .....III Main Span Max Allowed Live Defl: L ! .360 = 0.52 in °, Span Max Allowed Total Defl: L / 360 ; = 0.52 in 0 Main S P 2 4 6 8 10 12 14 16 18 -500 Cantilever (Overhang) Exists? No 1 ,000 L Span (ft) Pitch if Sloped: Load Duration Live: 1 .00 Loads From Continuous Member? No Add Self Wt.? yes Q No For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No . GluLams Only. Not press treated Dry 10D deg F & less Partial Uniform Loads On Main Span Only Tributary Comb'd Load- Start Point. Live Load, psf Dead Load, psf width ft Live Load, plf Dead Load, plf 0 ft End Point, ft Partial Load Al40 Psf 12 psf 10,00 ft 400.0Ib/ft 120.0Ib/ft 520.0Ib/ft 0,00 ft 3050 ft Partial Load BI 40 psf 12 psf 12.00 ft 480.0lb/ft 144.0Ib/ft 624.0 Wit 3,50 ft 11 , 00 ft Partial Load C1 40 psf 12 psf 10.00 ft 400.0lb/ft 120.0lb/ft 520.0 lb/ft 11 ,00 ft 16, 60 ft Partial Load D _Descrip.n, opYl: - Partial Load E Descrip.n_ opt) Note: Start and End Points Measured From Left Support 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) Timber Material IDouglas Fir - Larch (North) � Lumber Grade No. i / No. Z Timber Grade No. 1 Acceptable Solutions Acceptable Solutions - 12 x 12 6x16 14x14 List properties for what 8 x 14 16 x 16 size IumbeO 4 , 120 ; An asterisk * 10 x 12 Slf Wt=24.9 indicates a non- List properties Fb=935 Fv=180 Fcp=625 E=1600000 Slf Wt=9.87 acceptable sol'n. 1 forwhat size? a x to Fb=1286 Fv=170 Fcp=625 E=1600000 Final Member Results Final Member Parallam 2.0E PSL „ Bending Overdesign: 92.9% Final Member: 7 x 11 -1 /4" , Material Library Choose From Min. Sizes That Calc. � Parallam 2.0E PSL ShearOverdesign: 269.1% Final Size: r x n-t/a' Deflection Overdesign: 7.1 Min. Bearing Lengths : = 1.50 in, (Left) . = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling OVerdsgn: N/A Vert Diff (approx): 0.00 ft True Len (approx) : FFinal member OK by: 7,1 Actual Member Size: 7" x 11 -1/4" 15.50 ft Controlling criteria is: Deflection Men Reactions Final Member Additional Information Location Live Case Bracing Reg'd Far Maximums Rt - Left R - Right Max Positive Moment; 18$633 ft-lb 7,75 ft Main Span Full Strength: Live Load: 31419 lb 31381 1b Max Negative Moment: 0 ft-lb 15.50 ft Main Span Lateral bracing If--------------------•.,,......_.................. ,,....-,.,,......•••••...........,.....,.,Menlo---..................... . : required only at Dead Load: 1 .216 lb 1 .205 lb Max Design Shear 4, 1ql .Mo25 lb O.00 ft Main Span supports Total Load: 4,636 lb 415851b Main Span Max. Downward ; 0.356" / 0.482" 7.75' I7.75' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) : Main Span Max. Upward: O.000, / 0.000" 0.00' / 15,50, Main / Cant. Minimums Rt - Left R - Right Dell ction (Live / Total) : Live Load: 0 lb 0 Ho Cant Down, Defl. (Live / Tot):: N/A N/A NIA W/O Mid-Bracing: 0.6 or 1 .0 Dead : 730 lb 723lb Cant U Defl: Live / Tot : :N/A N/A N/A BendingRed'n: Mellon Net Reaction 615lb 609lb Req'd El, Not Incl. Self Wt.: ' 1 .488E+09 Actual El: 1 .66E+09 0% Live Case Causing Min N/A N/A Approx. Self Weight: ?24.60 plf Approx. Tot. Wt: 381 lb Allowed Moment: Min. Calc'd Bearing Lengths: : = 1 .02 in (Left) = 1 .01 in (Right) 351940 ft-Ib REC ROOM BEAM Fyrrce, Groc From Herrigstad < dale@herrigstad .com > Sent: Friday, June 15 , 2018 9 :00 AM To : Fyrrce, Groc Cc: Tim Irvin; Brian Johnson Subject: 2518 W 2nd Street Foundation Survey Layout Attachments: 3518 W2nd house Foundation Survey 6 - 15 - 2018 . pdf; dale .vcf Groc, Would you forward this to the other building inspector if you need to . I staked out the subject property and the letter for the surveyed layout is attached . Tim and Brian , Please have a copy of this letter on site for the foundation inspection . Thank you , Dale Herrigstad PE , PLS Herrigstad Engineering and Surveying 4320 Whistle Lake Road Anacortes, WA 98221 360-299 -8804 1 HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering & Surveying 4320 Whistle Lake Road Dale Herrigstad, P.E . , P .L. S. Anacortes, WA 98221 (360) 299 -8804 June 15, 2018 Groc Fyrrce City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 3518 W 2nd Street, House foundation survey layout. i This letter is to inform the building department that I staked out the foundation of the above referenced lot after excavation and prior to concrete foundation footings have been poured on June 14 , 2018 . House corners were set with hub and tack or nails at the comers of the house foundation. See attached drawing for approved site layout. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P .E . , P .L . 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ILT III 7 1 i ! ! I dill vm T y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 Office Location : 904 6ch Street, Anacortes WA 98821 COvL, Phone : (360) 299. 1984, Fax: (360) 2934938 Please use this farm to submit revisions or additional information to your permit application• Permit [Project Date : 12y i U Project Name : �' yv�vy� c� y l2 LS P� « Project Address : Project Contact: j iM 'V) (kV IL--t'/;7 Company Name : Contact Phone : ' U Contact Email : , ; � �' S ' Has the permit been issued yet? ❑ Yes ErNo All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittall revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. C�Stormwater orf ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes a'No If not what page # is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? C'Yes ❑ No Two 111 -X 17" reduced copies of revised site or floor plan is required . Has this been done? 0 Yes ❑ No Check the � � , additional information can be found . Site Plan ❑ Building Plans ❑ Structural Plan ❑ ELandscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ eport ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other: ��v l r r PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT fi. RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 IC,O! Oj ce Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 2994984, Fax: (360) 2934938 Please use this form to submit revisions or additional information to your permit application. Permit /Project # ; - ?� D 1 to ` 0 Date : ( r� L Zo f U Project Name : 7 L' .wv ,KA eg R es Al eA.-cc ._ 4e� Project Address : 3 y1 by J `A, � Project Contact: i 'N D Ltt/ ( L` Company Name : Contact Phone : 3 Z; o q b 2 — D 73 s Contact Email : . ,- (a, Has the permit been issued yet? ❑ Yes R"No All revisions must be either clouded or hiLyhlighted & wet stamped by an architect/ engineer (if applicable) . Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept ❑ Fire Dept. �tormwater 53�ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : AC Are you submitting a full replacement? ❑ Yes R'No If not what page # is being replaced ? _ Two full sized copies of all revised /additional information is required . Has this been done? 2 Yes ❑ No Two 11 ' X 17" reduced copies of revised site or floor plan is required. Has this been done? El Yes ❑ No Check the box next to the type of plan , report, or calculation where revisions or additional information can be found . Er Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) 0 Mechanical Plan 0 Plumbing Plan ❑ Other: PLANNING, COMMUNITY , & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 4co Office Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 299- 1984, Fax: (360) 2934938 FPlease use this form to submit revisions or additional information to your permit application. Permit /Project # : l . 010 Lo `�8 . , onDate . ( lvl Ziy I U Project Name : -e vv� wt." Re S &Putc- -e- Project Address : '3 y1 v l. 1 �'� Project Contact: ) .i M 'D ky Icj�- 1,17 Company Name : Contact Phone : I� D q 2 ` O k S Contact Email : ; U (�� i Gu C� � S ��� ti � ` A ~ �" � Has the permit been issued yet? ❑ Yes [ENO All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. [`Stormwater [ifublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes . A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes 2 ' No If not what page # is being replaced ? _ Two full sized copies of all revised /additional information is required . Has this been done? 2 Yes ❑ No Two III X 17 " reduced copies of revised site or floor plan is required . Has this been done? C Yes ❑ No Check the box of dd itional information can be found . Er Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage CalculationrE0J Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan Survey (Boundary /Togo ) ❑ Mechanical Plan ❑ Plumbing Plan Other : bZ . tcv • � � •• �v� `7 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT y o NTIAL BUILDING PERMIT APPLICATION •ling Address : P. O. Box 547, Anacortes, WA 98221 �; MC ace Location : 904 61h Street, Anacortes WA 98821 ?coyx DEC 15 2011 Phone : (360) 293 - 1901 , Fax . (360) 2934938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT AD RESS (Street, S ite #) : Parcel(s) # : Subdivision/Lot # : Project Valuation : $ APPLICANT : �G r�� Phone : Fax : � l ,0 /Zii&�Vlx �Ad ess Str t Ci tate Z ' � E-Ma Address : . O. ( K � O , ) �9�'.?� r vas 01NuZr** c GS . Cv1-�! ]PROPERTY OWNER : Phone : Fax : 04a t000ll 4,00M 01 ,0vu Ab �71 ? W &z oxcxor)// Address fStreet, City, State Zip) : E-Mail Address : d oO ( i'�+ rZ *-•'�l� i�ve �'?B S� / larYdo S � Co�"� ca-j7—, •U'�� CONTACT PERSON : A" Phone : Fax: el/Lnt- / Address ( Street, City, State, Zip) : E-Mail Address : LENDING AGE=N Y : �� Phone : Fax: s;ev Address (Str t, City, State, Zip) : E-Mail Address : CONTRACTOR: * Ph wo Ad ss ( Street, City State, Zi E-M, ail Address : AwAoxyto Professional Licens # Exp . D te. *All Contractors & Subcontractors must have a valid City of Anacortes ot6tft�5 7 / P? 5 /! 7 business license prior to doing work in the City. Contact the City 's Business License #: Exp . Dat Finance Department at (360) 2994968. 0 2 ?, , PROPOSED W( FA0 PROPOSED FOOTAGE * Basement SQ ' : 7 Finished Basement: ❑ Unfinished Basement 1st Floor SQ ' : � L if 7 Garage /Carport SQ ' : 2°d Floor SQ ' : /V Deck/ Covered Porch/ Patio SQ ' : 16 oZ Fire Sprinkler : Yes ❑ No _ Lot Area SQ ' : JVC) 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 . �� 6 � Owner ❑ A s entA eci /&� Print Name : g ( p fY) � Signature : ays Date : l��l d-'ll Page 1 of 3 ANACORTES PUBLIC WORKS DEPARTMENT Y&OWF Steven Lange , Project Manager P . O. BOX 547 , ANACORTES , WA 98221 PH (360) 293- 1920 E-MAIL : stevel@cityofanacortes. org FAX(360) 293- 1938 `y Memo Date: December 20 , 2017 To: Paul Ingalls , Plans Examiner From : Steven Lange if2 Subject: Site Plan Review #1 for 3518 West 2nd Street cc : Eric Shjarback , Justin Symonds The submitted site plan for 3518 West 2nd Street was reviewed by the Public Works Engineering Department on December 20 , 2017 . • 12- 15 - 17 : Submittal to Public Works Engineering • 12-20 - 17 : Public Works review and memo back to Building Department See attached 20-scale vicinity map . The following comments are provided : • Record of Survey : • Project needs a record of survey , or; • Find 3 out of 4 corners from the 1994 record of survey (AF#9406230071 ) • House needs to be mirrored on the lot to get the driveway along the easterly boundary of the property . Driveway location and width shall follow the guidelines in the current EDS Standards , Chapter 3 — Streets , Section STR-28 . See attached vicinity map for example . New driveway entrance will be a Type 1 , per WSDOT Standard Detail F-80 . 10-04 . See attached . Abandoned curb cut , if any , shall be replaced with Cement Concrete Traffic Curb and Gutter , per WSDOT Standard Detail FA 0 . 12-03 . See attached . <� 40 ; �i • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation • Equipment • Capital Projects • Development Services q`Jp \ / U1 5 r \ \ . O . N . L . , o \ 8 ' MIN . 15 ' MAX . TRAN ibbN L \ i tit\ ( M . E . F . ' . pFt1� PNpP�p 77 r J J J 1 - 115 � 1 � � � � N:Kp 47z o: we627c zN ° s ( 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 CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-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 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 WSDOT Standard Plans JA 1 a . or other approved underground vault equivalent to 466 -TA Splicing Vault ( Utility Vault Co . (800) 839 -3500) with inside dimensions of 3 ' -5"W X 5 61 X 5] - IWD . The contractor must submit conduit and vault as -built drawings showing the right-of-way and property corners , 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 t6 50 feet Intersection , *Maximum Width at Street 20 feet 430 feet Residential `**Commercial < _ Right Turn Only at Signalized Intersections 250 feet < 125 feetArterials Collectors Right4n -Right-Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. 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U 9 r ll w d y W LU O L o zQz ° 0 d W AC LL 5 z Z Z oc U w rc MW tD O W 94 Ua' ¢ z W � r Z � ? A . W m Alt) 41 _ W U U U NEW U LL SKI um m m r W z '-- �-- W W law 1111uuuu � 2 W OVp Vei UOY LL, Q ZJ � Own O 3 w4i w $ m r <3 V) tea W Qm ° ' zz to o W LL' — wv W 0 a o < fl 9 .8 ' U o 0 U w W Z a tr 1 0 ~ O £ LL ? y cLUW U e'Qf I ' r = Z F W .9 W U .9 07 Z 00 - 66mm � U N o W � W W 60 ° � � m OD � . coi ° 4 _ Ulow w W � 5 U = �' LL r U > w m U J / W U _ .�—. Q U r � LL O Mir z m O 3 o rc o LL Qm No LL _ to o 0 � 16130an Naas tie Nnnvaa DEC 15 2017 Planning , Community , & Economic Development DepaggynQEA (VACORTES PO Box 547 , Anacortes , WA 98221 PH : 360 . 299 . 1984 �1 IMP o � . 13 Elements of SWPPP ( Construction Storm » titer Pollution Prevention Plan ) Please check off boxes to show that each element has been read and understood . Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify . Details of the 13 Elements and the correlating BMPs are listed on Pg . 236 of the 2014 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work' s page . ' Owner Name : A" / Site Address : ' Prepared By : AcrAm 6 The Stormwater checklist or building permit determined that : El The 13 elements must be addressed for (ICY These elements must be addressed for construction activity adding under 2 , 000 construction activity adding 2, 000 sq . ft . sq . ft . of hard surface area . or more of hard surface area . This means that an attached narrative and site plan are required with this document . Under each element, explain the best management practices ( BMPs ) used or justify reasoning for those that will not be used . If needed , please attach a narrative to further explain plans or justification . ELEMENT 1 : Preserve Vegetation / Mark Clearing Limits t9� Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits , sensitive areas and their buffers, and trees that are to be preserved within the /construction area . B' Retain the duff layer, native top soil , and natural vegetation in an undisturbed state to the maximum degree practical . Q j v J d7 ; wNa. a 14 rage 1 of u March , 2017 ELEMENT 2 : Establish Construction Access Limit construction vehicle access and exit to one route, if possible . Y�Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads . Ae/Locate wheel wash or tire baths on site , if the stabilized construction entrance is not effective in preventing tracking sediment onto roads . 0' If sediment is tracked off site , clean the affected roadway thoroughly at the end of each day, or more frequently as necessary ( ex : wet weather) . Remove sediment from roads by shoveling, >�weeping, or pick up and transport the sediment to a controlled sediment disposal area . onduct street washing only after sediment is removed in accordance with the above bullet . ®' Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State . ' Pr nwe � vn 5C �4G1(I SrC�n3Y7� ti�iUn p � 1 �1 � ` � ba IIP �� �I�RI N , l >� ELEMENT 3 : Control Flow Rates t Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow to of stormwater runoff from the project site . VO Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading . Assure that detention facilities function properly before constructing site improvement ( e . g . impervious surfaces ) . ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase . P/ 14 arse lue' CaM � n ELEMENT 4: Install Sediment Controls Design , install , and maintain effective erosion controls and sediment controls to minimize the /discharge of pollutants . L, Construct sediment control BMPs ( sediment ponds, traps , filters , etc . ) as one of the first steps in rading . These BMPs shall be functional before other land disturbing activities take place . Minimize sediment discharges from the site . The design , installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation , the nature of resulting stormwater runoff, and soil characteristics , including the range of soil particle sizes expected to be present on the site . Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP , before the runoff leaves a construction site or before discharge to an Page 2 of 8 March , 2017 infiltration facility . Runoff from fully stabilized areas may be discharged without a sediment �r moval BMP , but must meet the flow control performance standard in Element #3 , bullet # 1 . e� Locate BMPs intended to trap sediment on -site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages . C� Provide and maintain natural buffers around surface waters , direct stormwater to vegetated /areas to increase sediment removal , and maximize stormwater infiltration . ? Where feasible , design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column . FeA ele r �/]- L4 6r lnn r? /� r1)� Z 5t , , m✓! I ✓! a a -'r v1 ELEMENT 5 : Stabilize Soils Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion . Applicable BMPs include , but are not limited to : temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide ( PAM ) , the early application of gravel base early on areas to be paved , and dust c trol . lot Control stormwater volume and velocity within the site to minimize soil erosion . Control stormwater discharges , including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion . Cooe Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion . o During the dry season ( May 1 — Sept 30 ) : 7 days o During the wet season ( Oct 1 — Apr 30 ) : 2 days �5tabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast . `Elo�'Stabilize soil stockpiles from erosion , protect with sediment trapping measures , and where possible , be located away from storm drain inlets , waterways , and drainage channels . 4 MMinimize the amount of soil exposed during construction activity . L,e Minimize the disturbance of steep slopes . Ainimize soil compaction and , unless infeasible , preserve topsoil . 2u J' + TJ ( ® I W M r l ELEMENT 6 : Protect Slopes L0000 Design and construct cut - and -fill slopes in a manner to minimize erosion . Applicable practices include, but are not limited to , reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces ( Ex : track walking ) . Page 3 of 8 March , 2017 „ Brvvert off-site stormwater ( run -on ) or groundwater away from slopes and disturbed areas with interceptor dikes, pipes, and/ or swales . Off-site stormwater should be managed separately from rmwater generated on the site . At the top of slopes , collect drainage in pipe slop drains or protected channels to prevent erosion . u * Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10 -year, 24- hour frequency storm for the developed condition . Alternatively, the 10 -year, 1 - hour flow rate predicted/ indicated by an approved continuous runoff model , increased by a factor of 1 . 6, may be used . The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits . For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates . If using the Western Washington Hydrology Model ( WWHM ) to predict flows , bare soil areas should be modeled as " landscaped ” area . o Where 15 - minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor . VPlace excavated material on the uphill side of trenches , consistent with safety and space considerations . lace check dams at regular intervals within constructed channels that are cut down a slope . Kov� Eonsider soil types and its potential for erosion . abilize soils on slopes , as specified in Element 5 . L9� BMP combinations are the most effective method of protecting slopes with disturbed soils . Ex : Use both mulching and straw erosion control blankets . 5 �0 .4 Si e� Oo _ 5 0,P C 5 e Gkm + eT 4G5 rt'_cr amty PAal✓tP IKS �ZCAeAWJeV ELEMENT 7 : Protect Drain Inlets ')4-o� rotect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment . Qoo�Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage ( unless a different standard is specified by the product manufacturer) . X;/0dhere possible , protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment . Keep all approach roads clean . Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State . �nlets should be inspected weekly at a minimum and daily during storm events . t c n Page 4 of 8 March , 2017 ELEMENT 8 : Stabilize Channels and Outlets 44 Design , construct, and stabilize all on -site conveyance channels to prevent erosion from the following expected peak flows : o * Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above . 0 Provide stabilization , including armoring material , adequate to prevent erosion of outlets , adjacent streambanks , slopes , and downstream reaches at the outlets of all conveyance ystems . The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water . . LLA i 0 l ' I � rIF ELEMENT 9 : Control Pollutants pfUesign , install, implement, and maintain effective pollution prevention measures to minimize /the discharge of pollutants . n Handle and dispose of all pollutants , including waste materials and demolition debris that occur site in a manner that does not cause contamination of stormwater. Provide cover, containment, and protection from vandalism for all chemicals , liquid products, petroleum products , and other materials that have the potential to pose a threat to human health or the environment . On -site fueling tanks must include secondary containment . Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment tructure . Double-walled tanks do not require additional secondary containment . Conduct maintenance , fueling, and repair of heavy equipment and vehicles using spill prevention and control measures . Clean contaminated surfaces immediately following any spill incident . Discharge wheel wash or tire bath wastewater to a separate on -site treatment system that prevents discharge to surface water, such as closed - loop recirculation or upland 'land application , or to the sanitary sewer, with local sewer district approval . Wheel wash or tire bath Pfk? astewater should not include wastewater from concrete washout areas . Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwat_er. rWnoff. Follow manufacturers ' label requirements for application rates ' /end procedures . /�—J�//f�� i� Use BMPs to prevent contamination of stormwater runoff by pH - modifying sources . The sources for this contamination include , but are not limited to : bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes , dewatering concrete vaults , concrete pumping, and mixer washout waters , Adjust the pH of stormwater if necessary to prevent violations of the water quality standards . Page 5 of 8 March , 2017 ssure that washout of concrete trucks is performed off-site or in designated concrete washout areas only . Do not wash out concrete trucks onto the ground , or into storm drains , open ditches , streets, or streams . Do not dump excess concrete on site , except in designated concrete washout areas . Concrete spillage or concrete discharge to surface waters of the State is prohibited . Do not use upland land applications for discharging wastewater from concrete washout areas . ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH . P114 woody debris may be chopped and spread on site . �onduct oil changes , hydraulic system drain down , solvent and de -greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans . Clean contaminated surfaces immediately following any discharge or spill incident . Emergency repairs may be performed on -site using temporary plastic placed beneath and , if raining, over the vehicle . QA Q 1/ r l P r 1 � y x i CAUJ 1- 'f IV G leaW f guvL 4hie to kf3irx's` � IoUu � ELEMENT 10 : Control De - Watering 9'EN Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site , into a controlled conveyance system before discharge to a diment trap or sediment pond . Discharge clean , non -turbid de-watering water, such as well -point ground water, to systems tributary to , or directly into surface waters of the State, as specified in Element 8 , provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system . Do not route clean dewatering water through stormwater sediment ponds . Note that " surface waters of the State" may exist on a construction site as well as off sit r example, a creek running through a site . andle highly turbid or contaminated dewatering water separately from stormwater . Gib other treatment or disposal options may include : 1 . Infiltration 2 . Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters . 3 . Ecology -approved on -site chemical treatment or other- suitable treatment technologies . 4 . Sanitary or combined sewer discharge with local sewer district approval, if there is no other option . 5 . Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering . loo Construction equipment operation , clamshell digging, concrete tremie pour, or work inside a fferdam can create highly turbid or contaminated dewatering water . Discharging sediment- laden ( muddy ) water into waters of the State likely constitutes a violation Page 6 of 8 March , 2017 of water quality standards for turbidity . The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation . 4 9 r i -4 ELEMENT 11 : Maintain BMPs Nlr'�`Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP �s ecifications . f i Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed . Some temporary erosion and sediment control BMPs are bio- degradable and designed to remain in place following construction such as compost socks . 4001rovide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction . All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions . If sediment enters the BMPs during construction , it shall be removed and the facility shall be returned to the conditions specified in the construction documents . **/Remove or stabilize trapped sediment on site . Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation . •ry � i � , ELEMENT 12 : Manage the Project — Projects subject to Minimum Requirements 1 -9 must have a Certified Erosion and Sediment Control Lead ( CESCL ) for site inspections . Projects subject to Minimum Requirements 1 - 5 do not require the inspector to be certified . By the initiation of construction , the SWPPP must identify the CESCL or inspector, who shall be present on - site or on - call at all times . Management details starting on Pg . 250 . ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevents it erosion and prevent transporting sediment from the site during 'construction . N1A � Inspection and monitoring — Inspect, maintain , and repair all BMPs as needed to assure �° ntinued performance of their intended function . k0 Maintain , update , and implement the SWPPP . ❑ Clearing and grading activities for developments shall be permitted only if conducted using an proved site development plan ( e . g . , subdivision approval ) . We�pFrorn Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt- laden runoff from leaving the site through a combination of the following : Page 7 of 8 March , 2017 1 . Site conditions including existing vegetative coverage , slope , soil type, and proximity to receiving waters . 2 . Limit activities and the extent of disturbed areas . 3 . Proposed erosion and sediment control measures . Weather conditions can influence the seasonal limitation on site disturbance . The City of Anacortes has the authority to take enforcement action per AMC 19 . 76 Stormwater. e following activities are exempt from the seasonal clearing and grading limitations : 1 . Routine maintenance and necessary repair of erosion and sediment control BMPs ; 2 . Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3 . Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities . / O 1 i ELEMENT 13 : Protect Low Impact Development BMPS 0 If implementing any bioretention facilities or rain gardens, see Pg. 253 for requirements . , ican Sig ure Date Page 8 of 8 March , 2017 T v r�� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 3: RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address: P. O. Box 547, Anacortes, WA 98221 Office Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 299- 1984, Fax: (360) 2934938 I ell Please use this farm to submit revisions or additional information to your permit application. Permit /Project # . - 0 to Date : o-/ ( 1� � Z to `f f Project Name : D -evv�-wury RCS d eAI( c z� Project Address : � 51 Pro jectContact: ') i ' L4 I &- J? Company Name : Contact Phone : U 2 — O �� .1 Contact Email : ; ;� (�� o a1' t� � S t�ti � � �� �-+'' �'�'►-� Has the permit been issued yet? ❑ Yes Erl 0 All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. 111"Stormwater Ii24ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes B No If not what page # is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? 23 Yes ❑ No m. Two 11 " X 17" reduced copies of revised site or floor plan is required . Has this been done ? C"Yes ❑ No Check the box next to the type of plan , report, or calculation where revisions or additional information . n be found . Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other : FEB 16 2018 CITY OF ANl GORTES tiz Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 ` � Office Location : 904 61h Street, Anacortes WA 98821 Phone : (360) 2994984, Fax. (360) 2934938 Please use this form to submit revisions or additional information to your permit application. Permit /Project I Date : � y - I T 7 Project Name : Project Address : Project Contact. Company Name : Contact Phone : �j/, Contact Email : Has the permit been issued yet? ❑ Yes ❑ No All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. 0 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. ❑ 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/o dditional info : e Are you submitting a full replacement? Yes ❑ No If not what page 9 is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? ❑ Yes ❑ No Two 11 " X 17" reduced copies of revised site or floor plan is required . Has this been done? ❑ Yes o Checkbox 1 the typeof plan , 1 or calculationwhere 1 or additional information can 1 . found . ❑ Site Plan 0 Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other : JAN 19 2018 ANACORTES PUBLIC WORKS DEPARTMENT G81Y 0 Steven Lange , Project Manager P . O . BOX 547 , ANACORTES , WA 98221 PH (360) 293-1920 E-MAIL : stevel@cityofanacortes . org FAX(360) 293- 1938 9Cog�' Memo Date: February 1 , 2018 To: Paul Ingalls, Plans Examiner From : Steven Lange Subject: Site Plan Review #2 for 3518 West 211 Street cc : Eric Shjarback , Justin Symonds The submitted site plan for 3518 West 2nd Street was reviewed by the Public Works Engineering Department on February 1 , 2018 . • 12 - 15- 17 : Submittal to Public Works Engineering • 12-20- 17 : Public Works review and memo back to Building Department • 01 - 31 - 18 : Submittal to Public Works Engineering • 02 -01 - 18 : Public Works review and memo back to Building Department The following comments are provided : • December 20 , 2017 item of Record of Survey was not addressed with this submittal . • December 20 , 2017 item regarding driveway location was partially addressed , but not shown correctly on the site plan map . See attached site plan map with comments . • New item : Site plan does not provide any connection information . It shows the private storm going daylight in the middle of Kansas Avenue . Suggest that if all items are declared infeasible , then separate the gutter lines from the footing drains . Send the gutter lines to Catch Basin #2350 and send the footing drains to a drywell or infiltration trench along the north boundary line . Site plan needs to identify a proper connection point and direction . �4 A 4 �F Qi • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation • Equipment • Capital Projects • Development Services q\gyp ` v rn v NAME: PAUL DEMMON PREPARED BY: -Di v a PAGE DESCRIPTION: gDDRESS: 1004 COMMERCIAL AVE . PMB 591 rD m z ANACORTES, WA 98221 _ _ D �i E PLAN SITE ADDRESS: 3518 WEST 2ND STREET jd design v ANACORTES , WASHINGTON 98221 v v II x 17 PARCEL #: P109011 o REVISED 01 /30/2018: FLIPPED PLAN XREF ID: 3809-003-010-0100 JIM DUNLAP (360) 982-0535 v 3513 W IM7 2nd STREET ANAOORTE , Qt AS ONGTON PARCEL # PI 09011 , i [ , I IB'-a" 60•-0" 5•-0" � �ot- a Ntll', � ' SIDE SIr E SETBA K SIE ACK NEAREST FIRE HYDRANT _ - - #420 (5-1 PSI) APPROX 1 V ALLEY 150' NORTHWESTERLY (PAVED ALLEY) 5.5. LINE (CORNER OF OAKES �u• �� IS KANSAS) ---__ PL '14.55 _ T W15 I sru6-our la ,m --A ATER_PLOW Q Ej; 1hT1� __ m DI �Ca� `la �0 _0 SLOPE ? JI 0 Q 2 , I -9% SLOPE � � q/ Iul n 20' BSBL u' I \ / -DEc Jil,a k Y \ -I---�� -m of > m � / PROPOSED y I m l 0 W \ RESIDENCE I �� m a I - - - r - - � I m a BMP C233 — - - 5LPENCE / / F T CE EN ` -- - - - I _•AT .A I ELECTRIC WALKWAY PROPOSED _ \ \ '.0 . 1 raARAG �\ I METER F2d f3SI5L \ BMP CI23 TEMPORARY SOIL WAT R FLOW d STOCKPILE LOCATION: _ .. -` e m N COVER W/ STRAW OR -1 LOPE 6R vISOUEEN Q SILT FENCE 1n AROUND DOWN SLOPE - - ---_ L `� a SIDE(S) '_ • ' '�AX�� ' - FL.' 14.99' BMP CI54 POWER POLE A DESIGNATED CONCRETE NOTE- ALL UTILITIES WILL O WATER METER WASHOUT AREA BE UNDERGROUND 5' SIDEWALK BMP CIIT 5MP C105 P•O CONSTRUCTION ROAD/ CONSTRUCTION ENTRANCE- S.S. LINE PARKING AREA PROVIDE 12' WIDE X 20' LONG - - - - - - - — (MIN.) CONSTRUCTION ACCESS W. 2nd STREET W/ CRUSHED ROCK BASE 0 G�1 C 1S ��10=3' CONC. DRIVEWAY LOCATION DRIVEWAY TO STREET CONNECTION PER WASDOT STANDARD PLAN F-50.10-04 SITE PLAN SCALE: 1" 2 lO Eme> nisju DZ14E ," Skw.L_ IDE apLp t wtTN SITE PLAN LEGEND R^11YIowo ) 2o . 11 PAVED SURFACE CRUSHED AGGREGATE GREATER GRAVELIROCK SURFACE THAN 3" BUT SMALLER THAN r•• PROPERTY LINE BUILDING SETBACK LINE OF BLDG. FOOTPRINT — — — — — — LINE OF ROOF CONSTR U (CTO IN ENTRANCE SEC T MH — UTILITY LINE I NO SCALE Xc SILT PENCE CM oP�Es PEE pP� �7 R2 cP 7L N12N� S� �n N 02 �' 7G m �13Rp S� Print Window Page 1 of 1 Details for Parcel : P109011 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 P109011 3809-003-010-0100 NW 23 35 01 Owner Information Site Address(es) Map Links DEMMON PAUL 3518 WEST 2ND ST Open in iMap 1004 COMMERCIAL AVENUE PMB 591 Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map : ANACORTES , WA 98221 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions THE WEST HALF OF LOT 8 AND ALL OF LOTS 9 AND 10 , BLOCK 1003 , NORTHERN PACIFIC ADDITION TO ANACORTES , ACCORDING TO THE PLAT THEREOF , RECORDED IN VOLUME 2 OF PLATS, PAGES 9 THROUGH 11 , RECORDS OF SKAGIT COUNTY , WASHINGTON, ALSO SHOWN AS LOT D OF SURVEY RECORDED JUNE 23, 1994, IN VOLUME 16 OF SURVEYS , PAGES 4 , 5, AND 6, RECORDS UNDER AUDITOR 'S FILE NO , 940623D072, RECORDS OF SKAGTI COUNTY, WASHINGTON . 2017 Values for 2018 Taxes* Sale information 2018 Property Tax Summary Building Market Value $ . 00 Deed Type WARRANTY DEED 2018 Taxes will be available after 2/15/2018 Land Market Value +$ 162, 000. 00 Sale Date 2017-02-22 Total Market Value $ 162, 000. 00 Sale Price $ 155 , 000. 00 Use the Taxes link above for 2017 taxes Assessed Value $ 162 , 000 . 00 Taxable Value $ 162, 000 . 00 * Effective date of value is January 1 of the assessment year (2017) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21AVIEW) ANACORTES VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities Acres 0 . 18 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning . Please contact the appropriate planning department in your jurisdiction for land use questions . * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages , attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. httns : //www. skagitcounty . net/Search/Property/ 12/29/2017 DEC 5 20,17 .� y PLANNING, COMMUNITY , & ECONOMIC DEVELOPMENT DEP��RIDR ANACORTES C � I Mailing Address : PO Box 547 , Anacortes , WA 98221 Phone : 360 . 299 . 1984 , Fax : 360 . 293 . 1938 Complete Residential Stormwater Plan Checklist Minimum Requirements 1 -5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website, under Planning Department, Stormwater Regulations , as well as under the Engineering Division of Public Works . Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces , no use beyond that previously existing, and results in no significant adverse hydrological impact . Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted , if stormwater was addressed at the subdivision / plat level . If construction has not started as of January 1, 2022, the site will be subject to the 2012/2014 manual . If your project adds less than 2 , 000 sq . ft . of new plus replaced hard surface area , AND which disturbs less than 7 , 000 square feet of land , you must consider all 13 Elements of the Construction Stormwater Pollution Plan ( SWPPP ) . Fill out the SWPPP Checklist and explain how the elements are considered , or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified . You will not need to continue with this document. If your project adds 2 , 000 sq . ft . or more of new plus replaced hard surface area , OR which disturbs 7 , 000 sq . ft . or more of land - Minimum Requirements 1 -5 of the SWMMWW apply, and you can continue with this document . If adding 5 , 000 sq . ft . or more of new hard surfaces/ OR converting 32, 670 sq . ft . or more of vegetation to lawn or landscaped area/ OR converting 108 , 900 sq . ft . or more of native vegetation to pasture — Minimum Requirements 1 -9 of the SWMMWW apply . If Minimum requirements 1- 9 apply, please see the Large Scale Stormwater Plan Checklist for additional submittal requirements . c�— Owner Name . 'gar e.H't� Site Address : 1401� J d P� I— Brief Description of the Project : 9 7 sr ,,v 8yY �' �"vv�yG ► 01 Pre Developed Conditions & Runoff of the Site : Dc.I, rZ►-mil Page 1 of 4 March 22, 2017 Devel ed ConcJiticins & Runoff f tM7 ee : 00 let Summarize difficult site parameters, the natural drainage system, and drainage to and from adjacent properties, including bypass flows : Hydrological Site Plan : Collect and analyze information on existing conditions to aid in determining low impact development feasibility — which locations are most appropriate to evaporate , transpire , and infiltrate , with the following information : o Survey by Land Surveyor, Engineer, or other qualified professional : Show existing public and private development, utility infrastructure, hydrological features ( seeps, springs , closed depression areas , drainage swales , streams, wetlands , and water body survey and classification report showing wetland and buffer boundaries ) , flood hazard areas , geological hazards , buffers , aquifer and wellhead protection areas , topographic features that may act as natural stormwater storage, infiltration , or conveyance . Include the natural receiving waters that stormwater runoff will either directly or eventually discharge . Show topography, display acreage and outlines of all drainage basins ; existing stormwater drainage to and from the site ; routes to existing, construction , and future flows at all discharge points ; and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility . Identify areas of potential erosion problems Show contours as follows : ■ Up to 10 % slopes = 2 ft . contours ■ Over 10 % to less than 20% slopes = 5 ft . contours ■ 20% or greater slopes = 10 ft . contours ■ Elevations at 25 ft . intervals o Soils Report : Done by a soil scientist certified by Soil Science Society of America , licensed sewage designer, or other suitably trained persons working under the supervision of a professional engineer, geologist, hydrologist, or any other professional supervised by an engineering geologist registered in Washington State . ( Soils Report Page 2 of 4 March 22, 2017 must include details as listed on Pg . 79 ) . In addition, describe soils by name , erodibility, settleability, permeability, depth , texture , and soil structure . Testing should occur between December 1 and April 1 . o Soils Map : Based on the report . o Preliminary Development Site Plan Layout : Locate proposed buildings, roads , parking lots , landscaping features , on -site stormwater management BMPS ( Determine BMPs starting on Pg . 95 , Suggested BMPs correlate with responses to the 13 elements of the SWPPP , Pg . 237 , and preliminary location of stormwater treatment and retention /detention facilities . Considerations are on Pg . 83 . These methods could reduce required facility sizes , but are not required for approval . Show existing and proposed contours , show all cut and fill slopes indicating top and bottom of slope catch lines , and identify developed condition drainage basins . o Survey of existing native vegetation cover : This is only required if there are native soil and vegetation protection areas proposed for the site . Survey shall be done by a licensed architect, arborist , qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas . The preserved area should be placed in a separate tract or protected through recorded easements for individual lots . o Vicinity Map : Clearly locate the property, identify all roads bordering the site , show the route of stormwater off-site to the local natural receiving water, and show significant geographic features and sensitive/critical areas ( streams , wetlands , lakes , steep slopes , etc ) . Construction Stormwater Pollution Prevention Plan (SWPPP ) — The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization . From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown that silt- laden runoff will be prevented from leaving the site through methods listed on pg . 44 . Best Management Practices ( BMPs ) Standards and Specifications are listed on pg. 261 . Please see pg . 230 for details on using the Site Analysis to produce the following materials : o Narrative : Explain and justify the pollution prevention decisions made . This will contain concise information concerning existing site conditions , construction schedules, wet season construction activity, constraints , and other pertinent items that are not contained on the drawings . This is based on the 13 Construction Elements, which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified . Elements listed on pg . 44 & described in detail starting on pg . 236 . o Drawings & Notes : Where and when the BMPs should be installed , the performance the BMPs are expected to achieve , and actions that will be taken if the performance goals are not achieved . Show water quality monitoring locations . o Special Reports & Studies : Include any studies ( i . e . wetlands delineation ) . If a facility is required and feasible for Minimum Requirement 5 , a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout . ❑ Other permits : Any other necessary permits as required by other regulatory agencies . Identify if those permits include conditions that affect the drainage plan , or contain more restrictive drainage - related requirements . Prior to Final Stormwater Inspection C. eo*�Permanent Stormwater Control Plan Drawing : Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary . Provide a scale drawing of the Page 3 of 4 March 22 , 2017 lot ( s ) and any public ROW that displays the location of On -Site BMPs and the areas served by them . These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On -site BMPs . Provide design details, figures, and maintenance instructions for each BMP . Provide a written summary of how it complies with the applicable requirements . Prior to Final Occupancy ❑ Operation & Maintenance Manual : Include a manual for each flow control and treatment facility, including any distributed bioretention facilities that are used to help meet flow control and /or treatment requirements . The manual shall include a description of the facility, what it does , and how it works . It must also identify and describe the maintenance tasks, and the frequency of each task. The tasks and frequencies must meet the standards of the SWMMWW . Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City . ❑ Declaration of Covenant for Privately Maintained Flow Control & Treatment Facilities and On - Site Stormwater Management BMPs : Any flow control & treatment facilities and On -Site Stormwater management BMPs for which the applicant identifies operation & maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement . After City approval , the declaration of covenant and grant of easement must be signed and recorded . Design details , figures , and maintenance instructions for any BMP shall be attached . A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached . ❑ Record Documents ; Record total impervious surface area of the site and their locations with the county auditor . By signing below, you are certifying that you have read and understand the stormwater requirements . Be sure that you have checked off all applicable boxes . Applicant Signa ure Date Page 4 of 4 March 22 , 2017 DEC 15 2011 PLANNING, COMMUNITY , & ECONOMIC DEVELOpMENrCbWQFr&W0RTES Mailing Address : PO Box 547 , Anacortes , WA 98221 Phone : 360 . 299 . 1984 , Fax : 360 . 293 . 1938 . ITT omplete Residential Stormwater Plan Checklist Minimum Requirements 1 =5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website , under Planning Department, Stormwater Regulations , as well as under the Engineering Division of Public Works . Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces , no use beyond that previously existing, and results in no significant adverse hydrological impact . Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted , if stormwater was addressed at the subdivision / plat level . If construction has not started as of January 1 , 2022 , the site will be subject to the 2012 / 2014 manual . If your project adds less than 2 , 000 sq . ft . of new plus replaced hard surface area , AND which disturbs less than 7 , 000 square feet of land , you must consider all 13 Elements of the Construction Stormwater Pollution Plan ( SWPPP ) . Fill out the SWPPP Checklist and explain how the elements are considered , or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified . You will not need to continue with this document . If your project adds 2, 000 sq . ft . or more of new plus replaced hard surface area , OR which disturbs 71000 sq4 ft , or more of land - Minimum Requirements 1 -5 of the SWMMWW apply, and you can continue with this document . If adding 5 , 000 sq . ft . or more of new hard surfaces/ OR converting 32 , 670 sq . ft . or more of vegetation to lawn or landscaped area / OR converting 108, 900 sq . ft , or more of native vegetation to pasture — Minimum Requirements 1 -9 of the SWMMWW apply . If Minimum requirements 1- 9 apply , please see the Large Scale Stormwater Plan Checklist for additional submittal requirements . -- Owner Name :44y1 e�'�� as Site Address : � J � 17 Brief Description of the Project : 2 � 7 Pre Developed Conditions & Runoff of the Site : TV Page 1 of 4 March 22, 2017 Devel ed Conditions & Runoff f t e $ i e : 000 Summarize difficult site parameters, the natural drainage system, and drainage to and from adjacent properties, including bypass flows : ax) air, Hydrological Site Plan : Collect and analyze information on existing conditions to aid in determining low impact development feasibility — which locations are most appropriate to evaporate , transpire , and infiltrate, with the following information : o Survey by Land Surveyor, Engineer, or other qualified professional : Show existing public and private development , utility infrastructure , hydrological features ( seeps , springs , closed depression areas , drainage swales , streams, wetlands , and water body survey and classification report showing wetland and buffer boundaries ) , flood hazard areas , geological hazards , buffers , aquifer and wellhead protection areas , topographic features that may act as natural stormwater storage, infiltration , or conveyance . Include the natural receiving waters that stormwater runoff will either directly or eventually discharge . Show topography, display acreage and outlines of all drainage basins ; existing stormwater drainage to and from the site ; routes to existing, construction , and future flows at all discharge points ; and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility . Identify areas of potential erosion problems Show contours as follows : ■ Up to 10% slopes = 2 ft . contours ■ Over 10 % to less than 20% slopes = 5 ft . contours ■ 20% or greater slopes = 10 ft . contours ■ Elevations at 25 ft , intervals o Soils Report : Done by a soil scientist certified by Soil Science Society of America , licensed sewage designer, or other suitably trained persons working under the supervision of a professional engineer, geologist, hydrologist, or any other professional supervised by an engineering geologist registered in Washington State . ( Soils Report Page 2 of 4 March 22 , 2017 must include details as listed on Pg . 79 ) . In addition , describe soils by name , erodibility, settleability, permeability, depth , texture , and soil structure . Testing should occur between December 1 and April 1 . o Soils Map : Based on the report . o Preliminary Development Site Plan Layout : Locate proposed buildings , roads, parking lots , landscaping features , on -site stormwater management BMPS ( Determine BMPs starting on Pg . 95 . Suggested BMPs correlate with responses to the 13 elements of the SWPPP , Pg . 237 , and preliminary location of stormwater treatment and retention/detention facilities . Considerations are on Pg . 83 . These methods could reduce required facility sizes , but are not required for approval . Show existing and proposed contours , show all cut and fill slopes indicating top and bottom of slope catch lines , and identify developed condition drainage basins . o Survey of existing native vegetation cover : This is only required if there are native soil and vegetation protection areas proposed for the site . Survey shall be done by a licensed architect, arborist , qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas . The preserved area should be placed in a separate tract or protected through recorded easements for individual lots . o Vicinity Map : Clearly locate the property, identify all roads bordering the site, show the route of stormwater off-site to the local natural receiving water, and show significant geographic features and sensitive/critical areas ( streams , wetlands , lakes, steep slopes , etc ) . Construction Stormwater Pollution Prevention Plan ( SWPPP ) — The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization . From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown that silt - laden runoff will be prevented from leaving the site through methods listed on pg . 44 . Best Management Practices ( BMPs ) Standards and Specifications are listed on pg . 261 . Please see pg . 230 for details on using the Site Analysis to produce the following materials : o Narrative : Explain and justify the pollution prevention decisions made . This will contain concise information concerning existing site conditions , construction schedules, wet season construction activity , constraints , and other pertinent items that are not contained on the drawings . This is based on the 13 Construction Elements, which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified . Elements listed on pg . 44 & described in detail starting on pg . 236 . o Drawings & Notes : Where and when the BMPs should be installed , the performance the BMPs are expected to achieve, and actions that will be taken if the performance goals are not achieved . Show water quality monitoring locations . o Special Reports & Studies : Include any studies ( i . e . wetlands delineation ) . If a facility is required and feasible for Minimum Requirement 5 , a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout . ❑ Other permits : Any other necessary permits as required by other regulatory agencies . Identify if those permits include conditions that affect the drainage plan , or contain more restrictive drainage - related requirements . Prior to Final Stormwater Inspection [Permanent Stormwater Control Plan Drawing : Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary . Provide a scale drawing of the Page 3 of 4 March 22 , 2017 lot ( s ) and any public ROW that displays the location of On -Site BMPs and the areas served by them . These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On - site BMPs . Provide design details , figures , and maintenance instructions for each BMP . Provide a written summary of how it complies with the applicable requirements . Prior to Final Occupancy ❑ Operation & Maintenance Manual : Include a manual for each flow control and treatment facility , including any distributed bioretention facilities that are used to help meet flow control and / or treatment requirements . The manual shall include a description of the facility, what it does , and how it works . It must also identify and describe the maintenance tasks , and the frequency of each task . The tasks and frequencies must meet the standards of the SWMMWW . Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City . ❑ Declaration of Covenant for Privately Maintained Flow Control & Treatment Facilities and On - Site Stormwater Management BMPs : Any flow control & treatment facilities and On -Site Stormwater management BMPs for which the applicant identifies operation & maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement . After City approval , the declaration of covenant and grant of easement must be signed and recorded . Design details , figures , and maintenance instructions for any BMP shall be attached . A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached . ❑ Record Documents : Record total impervious surface area of the site and their locations with the county auditor . By signing below, you are certifying that you have read and understand the stormwater requirements . Be sure that you have checked off all applicable boxes . / 2 Applicant Signa ure Date Page 4 of 4 March 22 , 2017 a�_-w, �Nr" PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT pill , NTIAL BUILDING PERMIT APPLICATION ' c� ` 'ling Address : P. O. Box 547, Anacortes, WA 98221 t44 W' ace Location : 904 61h Street, Anacortes WA 98821 I DEC15 2017 Phone : (360) 2934901, Fax (360) 2934938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOWFOR SUBMITTAL REQUIREMENTS PROJECT AD RESS (Street, S ite #) : Parcel(s) ,/�Subdivision/Lot # : , ) Project Valuation : $ APPLICANT : !�' ssssssss Phone : FFax: r�U � ado- �Gl- a �`6 7 �p �`� 7l Ad ess Str t Citty�, tate /. E-Ma Address : PROPERTYit at OWNER : Phone : Fax : "/,/ 4"o, 01 6,o 3KO sar719" &Z xso�llx Address fStreet, City , State Zip) : E-Mail Address : CONTACT PERSON : Phone : Fax: ;ezn c... /¢ ( /JGd Pef� Address ( Street, City, State, Zip) : E-Mail Address : LENDING AGEN Y : �G �`O : S Cs� t y/�.y� �!'c� '' �l Address (Str t, City, State Zip) : E-Mail A dress : 74 CeA*, CONTRACTOR : * ,s7 p ,`. Z'Ildkow� 13 �1 Ph�d `' � Ads ( Street, C State, Ziy�j : E�Mail Address : R Professional Licensq Exp . DI *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 . Dat Finance Department at (360) 299-1968.of Z� � ZJ , PROPOSED WORK: AJeUO PROPOSED NEW SQUAREFOOTAGE * Basement SQ ' : Finished Basement: ❑ Unfinished Basement 1 " Floor SQ ' : � Z IF 7 Garage /Carport SQ ' : 2na Floor SQ ' : /V Deck/ Covered Porch/ Patio SQ ' : agto eZ Fire Sprinkler: Yes ElNo Lot Area SQ ' : ,f db 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 : lclv 6 � Owner ❑ Agent/.(specify) : Signature : 44 Date : d-'�` Page 1 of 3 w lu z o u . 0) Aq v) � e ow 'Zu O o to Ua U N w Q O °O w it) r Z ua. 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QID Z % z p U 0)w W , � �W to O vT)W Bo � nm a � r OC (K � Z U w Q CN w W w � ola ° ozL w z o �-- LLJ � z z ~ a � wQ zJU w u N w x M J zu � OY d) Z Do zp � °(K � LLI p � � ° w � W ( .NWp > Z a 0 0 V W � V o r m U N N Al J 3 z p L j u m m w o = DRAWN BYJAD � Z Q uw u � Yv � Q �n dap 0MPQUnp ct) U. o f (L > dow 3w � Lz >oZuz SCALE 1 " = 20 ' Q 0. � � La AAA, 13TW. p oOw 1: o (Kr , o (DN (LB (DF - cn u > a ca LzM fAUL .� 3U DATE 11 / 28 / 2017 jd design 46'•B' JIM DUNLAP I6 91/]' 29'-6. 1/2' (360) 9824535 JIMCJDDESI GNDRAFTING . COM e'-31/1' S'-11 I/]• I Y-It 1/2` IY-4` ENERGY CODE NOTES B=Z 9N4' 8'-] 3/4• YYi 3 1Y-3• 1'-61/Y 3•-51 Y-b• B• II- I/]• :-. Ur • CONTRACTOR TO ADD ADDITIONAL FRATING OR NINE OF CAMILEV EREO BLDOCNO AS REQUIRED TO MEET CURRENT ENERGY FLOOR ABOVE 14'-b III CODE RE"REM15I • AR LEAKAGE To lx BOLE PLATE IB TO BE OALIICES TOR O GLUED To fIOOR. RIMAL "SITHOIJ BETWEEN HOREB TO BE - - - - - - - - - - ARE BE ALm. ALL HOLES IFIBULDING ENVELOPE e 'm ARE TO BE CAULKED/BEAIEO MCWONG BUT NOT 3356 CSMT 3386 RC 3356 UITY +% UMTED TO ELECTISCAL, PLUMBING T HVAO e• ^ PENETRATIONS. OUTLETS, SWTCH BOXES AND - - .. - - ARMto BE MIXTURES ON EXTERIOR WALLS OR CBUNG9 STEPS_ AS GRADE RECESSED�$ ARETOBE WAVE GASKWITHETS APPROVEp A91EEDm '� SEALANT. U HAV E FOAM O E C R METALLED. ALL - - L WEER ECK •m RECESSED UGHi9 ARE TO BE k RATED. AR TIGHT - - - - - — O 0 SEALED TO OURROLNONG GOSS ROUGH OPENING AROUND ALL WINDOWS 9 DOORS TO BE _ _ _ s¢ALEDlwuucm. _ • ALL CEILING EXHAUST PAN WCPNG TO BE INSULATED AS PER CODE, TO HAVE AS FEW BENDS AS POBSBLE, 3856 CBMi4 116 BL 20B6 CS 29S6 RC ]956 COMT AND TO TERMINATE AT THE EXTERIOR OF THE BULDING. 0 9BbB - • INSULATION TO FILL ALL EXTERIOR WALI. CAVITIES. DO HOT COMPRESS. CUT TO PIT AROUND WIRES, PIPES T \34 k 6''PPEFED OURET 50)E8. 4Y TALL PONY WALL 6HOyER I ' ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED / - a • HABITABLE SPACE TO HAVE BEALED JONTS, CORNERS [il T BOOTS, AND INSULATED IN ACCORDANCE WITH WEEC FA p ]EIS EDITION SPECIFICATIONS (W9EC ]0I57. - - -'...�• `� RISC ROOM C O`f�� m� • A ONE PERM OR LESS VAPOR RETARDER OE KRAR SATIN 2 u I `5 PAPER, PVA PANT, ETW IB TO BE INSTALLED ON THE ¢ 0 O WARM BIDE OF ALL 1NBULATICR 6'-B' IB' CBUNO• Hi. TMEOIGHOUi - I A x0 EDROOM 1 — A • ALL RECESSED LOWCE TIMED UN IN THE THERMAL AB t' PARTIAL PUFFING 0 ^ ENVELOPE 0, R CE LED AR NOR AETM E-189 ANDLL F Y'b• OPTION AT CRIPPLE O - '• APPROVEED MANNER TOO E R 7RETIGHT. EXTERIOR M AN WALL i. PARTIAL FURRING LINEN = OPTION AT CRIPPLE • ALL WATER RPM IN UN FATED SPACES TO BE - WALL INSULATED IN ACCORDANCE WITH WBEO 1015. UP 18 R GUARDRAIL 306E BbB • 2 EXTERIOR DOORS TO BE ADWSTED 00 1 „ ] X 4 FURRING hYP.) L6. WEATHER-STRIPPING, THRESHOD, T DOOR SWEEP ARE L ` D/ V B'-111f2• ]'-P I/Y $ S WORKING PROPERLY S BEPL WELL p O • I• GAP (TYP.) = V A • BLOWN-M ATTIC INSULATOR TO BE METALLED IN STRICT ;a v CONFORMANCE WITH MANUFACTURERS Z @ • - RECOMMENDATIONS FOR DENSITY T COVERAGE PROVIDE VERT DAPPLES As REQUIRED T INSULATE T 045 . . • _ . . , . . . . . ACCESS DOOR WEATHER-MT IR P A 4 o Q • PROVIDE MAKEUP AR WITHURN FRESH AIR DUCTED ]66a DIRECTLY SYSTEM. THE RETURN AIR PLOT IN OF THE 3 FURNACE SYSTEM. INBUTATE THE DUCT IN ACCORDANCE Ir TO WOOD 1015. PROVIDE DAMPER TO REGULATEcc UNDER STAR INCOMING FRESH AR B iL�AGE ILI • ALL GAO CDIBU5G N APPUANCEB, EXCEPT STOVES G / (UNExCAVATED) CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED p m DIRECTLY TO THEM - • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A O MN 3' VERT. T 10' HOFIZ O ry G Z S' r CRAWL SPACE ACCESS WHOLE- HOUSE D - MN 14' RIDE X 36' TALL 3OUld' PLYW000 OR ACCESS DooR VENTILATION - B BUBROOR •� ONE OF THE FOIOUNG MEIlICO9 RILL BE USED TO MEET u ui O THE REQUIREMENTS OF THE INTERNATIONAL MECNA OD N:GAL �UN YII w BEAM PER PLAN OWE BMOJ CHAPTER THE 1019 IRG' DOW9LE JgeT OR X Q L a W. A SMGLE IUH0.E-HOUSE EXHAUST FAR WHICH CAN w V LE DUTY AS A ROOM FAN, 15 Jg9T PER PLAN PERFORM REQUIRED. FAW MUST ME CONGROLLED By TIMER PM R SET TO FIRE BLOCKING OPE RATE MIN of B MST B PER DAY THE CFM HAVE CAPACITY OU FAN MUST BE MIA W.G. AND HAVE MAX BONE WOSPJ RATING OF 1.0. MN SIZE OF FAN MUST BE 1015 cFn. PLYWOOD HANGRBOARD (B). FRESH AR WILL BE CIRCULATED BY THE CEWRAL FASTENED TO CARRIAGES FORCED AIR FURNACE SYSTEM PJFI MUST HAVE T To HEADER FRESH AR INTAKE DUCT AND BLOWER MUST BE (3) ] X 11 STRMGRB ACTIVATED BY TIMES TO CIRCULATE DALY. Q� 6/0' TYPE 'X• GYP. BOARD ON (GARAGE ABOVE) 7 ILL SURFACES OF USABLE J PACE UNDER STAIRS INSULATION VALUES am WALLS STAIRS AT LANDING ABOVE GRADE BEIOA ORdDE m AB R 1 SCALE: 3/4` _ 1 1-01 cE111445 G FLAT VAULTED O R-4% R-38 FILM R ii CRAWL SPACE• SLAB ON GRADE BEE STAR NOTES c N PAGE A4 FOR STAR A HANDRA -3B - v L NOTES iT` • R-3B INTENDED FOR USE WITH 91/]' Z ILI STAR NOSING 3/4` - 1 1/4o R-36I-JOS 8. IF II V9' O OF I USED THEN _ PR INC R311.1.6.3 TOP OF HANCRAT� R-9B INSULATION 10 BE INSTALLED. L I W O 324-II' W 1 yy d6'�0' EXTEND TO TOP Y 4 BOTTOM RISER 0 RETURN TO WALL -dIk DRAW J - SCALE j4A Olbo TYPE 'X' GYP BOARD 3 W JD JOB# 113'I: . ? ON ALL eURFACES OF U96BLE SPACE UNDER STARS Ito" a DATE I ![I /2CiJ 13) ] X I] STRINGERS T REVISIONS ® LOWER FLOOR PLAN JAN 3 1 2018 S PS4 LE1LD.1,, HeiaiT CONCRETE BLAB 8, f L 9PECIRCAIF TON9 9] FOR SHEAR WdLL 3 RTFF.0 AOGED CECIt RREBLOCKMG AT TO' NORTH SCALE: U4' - 1'-0' ('%I /25/'1018 FLIPPED F-LAN AND BOTTOM ACROSS STRINGER ON E 1X THRUST BLOCK 844 SY, LIVING SPACE NDS STAIRS AT FLOOR A5 2 SCALE: 3 == I '-0• SHEET 5 OF 14 ed � D jd design 16'-8 I/3• 19'-b l/t' 3-B' IM DUNLAP 8'-13/1 9-13144 144b Ill• ( IB'-0' (3b0) 982-0535 JIMBJDOESIGNDRAFTING . CON 6'-10111• 1'-3• b'-4112• W-4111' FLOOR PLAN NOTES ifib ON • WRITTEN ID VIMETAKE ECEOCOVER CNLED D RSfO VERNIT LL gHBO AN D CONDITIONS IN THE RELD.TF� + + • CgBIRM ALL DOVI WINDOW, CLUSET, AND ANY OTHER ROUGH OPENNG 01E0 WTH 01 IFUTURE-Nal_� CONTRACTOR PPoOR t0 WALL CON9TRUCT011LOCATO14 O . ALL VU bD IN CONTACT WITH CONCRETE M19T BE - - PRESSURE TREATED MATERIAL USE OPFU ONDEGIC - i-(�� ) . ._ - - - - - I RESISTANT FASTENER° WHEN IN CONTACT WTH PRESSURE TREATED WMDERT- - 9 UDIO ATPo16 DOC. AND SHEATWALLS To ME HED WTH 1116 09BMASTER DEDR 0 . �UIIG W, - - - PLYWCOD OR BETTER UFTH 15F BOLDING PAPER. ALLINTERIORWALLSTOBEFRAMEDWTN1k4 366 °H — - 3946 LBMT-1946 PIL 1946 LBMT STUD° AT 16" O.G AND SHEATHED WTH /1• GYPSUM WALLB04RD UNLESS NOTED OTHERWISE ALL GLASS TO HAVE IOW E (8.40) GLA9NG. GL4ENG T IN HAZARDOUS V ATION° TO BE TEMPERED PER 0 _ IRO SECTION R308. SEE R30°.4 FOR DEFINITION OF rl l !I AREAS. PROVIDE SMOKE DETECTOR° ON OR NEAR THE x 0I EACH FLUOR, IN ALL B I18 ECI AMC A LBUNG DINING JUST Q OUTSIDE EACH BEDROOM. SMOKE DE�ECTORB L ] CEUNG HT. TO 0 9 W WIRED TO THE ELECTRICAL SYSTEM WTH w 0 BATTERY BACKUP URc R911 I C II Ill• A BEDROOIO TO NAVE AT LEAST ONE tI MEETING 3 MASTER } LIVING ROOM 3-6' - 1'-q' as WLEN 44 OF RRcBHEDTFNLOOR WI AOi TO DEMIR `T BUNG u . AB FA DATH •5 0 OPE4W OF 5.1 SO. THE OFeNIN(S TO HAVE MR CIAG R O'ENNG MEOW OF 14" AND WDTH OF t cBUNG W. OIRECT-VENT G45 1 64 1 0' 70' URO SECTOR R3101 LL RREPLACE CONTRACTOR m VERIFY MANINTF. FRAMING • HARD NCN-ABSORBENi MATERIAL i0 MN It 9NOWE� 3068 - - RE2UREME9 } ABOVE DRAIN INLET. THB MATERIAL TO BE _ I REP C INSTALLED OVER WATER REWBTAM PLASTER IS BOARD. W s MASTER 391/i' 3 Y I O • TOILETS TO BE LOCATED IN AREA WITH MN 30' S C-09E S I WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE v1 W 1-9 III'6 03'-11/i' 0 O • TO BE UMITED TO 1.6CLENRANCE OF MR lGALLONS PER FLIIN FRONT OF T, TOILETS ¢ Z r A X r U n 6 OU PROVIDE ATTIC ACCESS WTH REMOVABLE PANEL ~ ~ .r 3 . . - -. . -. _. - - 81C0 UNOBSTRUCTED HEAD ROOM FRAME WTH l % R Q a QU E N� • I u-9 EDS{ • PROVIDE EJ AUST FAN N KITCHEN AT MN 100 cFH AT MR ® _ 3 .H ENBRNG Hi. 0 3 G _ . _ d 6 REMYER SIDENCE AMID �UST IBTO BE VIEWED BTTO OUT910E OFF ALL PI O o 3 0' 6'-31/l' A W K - O o 0 • SIDE, BETWEEN QAI AND REWDENCE ANOIORGE o I;I`u—TINT LAUNDRY 8 �I P R P GARAGE AND ATTC ORO R3016) H yh "'3 0 ,O FA 068 FIZI GM ON GIARAGE LID FOR ARE SEPARATION ON UNDER p �J z F , tI Ems' lUl PANTRY a'EN9 0 HA&TABLE SPACE ABOVE GARAGE URG R301.61 = (� ; f 1 e Y 96T0 3868 • DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/l• O I I D_ W - - TRICK SOLD CORE l0'MN 9ELF'cL0&NG v~i ry CL ET % J+ II60 PC 1160 PI 4 NU RRERAtED DOOR (R3B19.11 U C S.G. SG _ IB MN RRE-RATED WRIT • PROVIDE FIRESTOPS AT ALL APPLICABLE L `. TRANSOM COv.D 3""-IB 1/1' NIN 0 SELF-CLOSING DOOR LO:ATOB� INCLUONG HOLE° AND ANY OPEN AREAS.7646 COW 16" OBMi J�V �l Y • ALL ELEMENfB AND SWITCHED FOR FURNACE AND 0 PORCH r4TTlc , BOygRpl7 n WATER NEATER TO BE IS' MN ABOVE SLOB 1- CC � % CONCRETE I ACCESS GAS Q 3 U w W LJ r Q ELECTRIC12 K - - - - - - STEPS TO SLAB AS NEEDS°11' STAIR NOTES a TREAD DEPTH Q4Q 1/14 MN GOD GARAGE WATER HEATER IS REQUIRED C • STAIRS TO 5E FRAMED UNTH MN (311 k Il +U TO HOUSE TO HAVE A VACUUM REUEP 0 4 STFS G] E bj ONE 0 AL T EACH BETWEEN 8 SIDE AIND NE AT CENTER DEVICE AND TEMPERATURE 4 PRESSURE RELIEF VALVE TOP, MODLE AND BOTTg1, AND BETWEEN STUDIO PER 2015 UPC 504.6 ALONG THE RUN OF THE STAIRS. • MNMUM HEADROOM CLEARANCE TO BE 6'-8' STEPS TO GRADE 5 oil GARAGE VERTICALLY ABOVE TREAD NOSING TO NEAREST 11' TREAD DEPTH _ '� - OBJECT ABOVE 4 0 STAIRS TO HAVE MAX 109E OF 1-3/4• AND MN RUN 6 OF 104 ON NOPANG OF 3144 TO 1-1/44. NO MOM TO N01B G ^ BAFEi* GLA99 BE LESS THAN 4'. DIMBPo1" BETWEEN RISE AND A RUN ARE NOT TO VARY MORE THAN 3/94 . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • ENLLceED USABLE SPACE UNDER STAIRS TO BE 1-HR. FRE-REBIOTNE CONST. 5/e TYPE ' ! GI I 0 • STARWAYS WTH 4O2 MORE FUSERS TO HAVE AT LEAST ONE CONTINUOS HANDRAIL AT 34" - 35• I ABOVE TREAD NOSING WTH ENDS RETURNED TO I TERMNATE INTO WALL OR lEYIEL POST. CL • HANDRAL° TO HAVE GRP PORTION NOT LESS THAN Y I 1-1/4" OR MORE THAN Y IN CROSS SECTIONAL iTY I I I OMENSON WTH HII BETWEEN WALL AND HANDRAIL O SOSGUARDRAIL NOTES 0 O O.N. DOCK O.N. DOOR _ • ALLUNENCLHAT RE MORE LANDINGS, BALABOVE ES OR LL PORCHES THAT ARE MORE THAN 30• ABOVE GRADE OR FLUOR BELOW SMALL BE PROTECTED BY _ 4 GUARORAh THAT 19 HN HEIGHT OF 36'. =--r2 6�-4" 6' 1' AIT'-e" - T-0' • OPEN Od RODII I9 °HALL NAVE INTERMEOATE RAL9 e GICH THAT A 40 D A SPHERE CANNOT PASS N I4'-0' THROUGH AT ANY POINT. IN • GUARDRAILS SHALL BE ATTACHED TO THE C d9'-0' STRLNRE U N SUCH A MANNER TO WITHSTAND A a L SINGLE CONCENTRATED LOAD OF 200 LOS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWN BY if Q SCALE Ile.' = 1 -11 JD JOBi I13'i-IG17-0;I'' ' DATE II010/ 17 REVISIONS 12.31 'jUl7 Rc MOVED CLERESTORY, Y:INDOW 5 MAINFLOOR PLAN 8EE ENGPNEEPoNG 83 FOR SHEAR WALL ��� /9 A9p /� LU;B' CHANGES BPECIFlOAnON9 •VJl LU yUE i 11231201B FLIPPED FLA:'- NORTN SCALE: I/4• = I'-0' 1297 S.F. LIVING SPACE 552 S.F. GARAGE A4 SHEET 4 OF 14 0E 100 UUz -0 N D < (l cn -4Q1 EI N (p LI0Z / 8Z / 31d4 0 7003 m00 U Acn 0 -1m3 Di0 r3 zoZ(3Z 0 c -+ E m00 < R3 r $ � � '� > W OZ = , I 3 �ld3S UN (l ° AC mDm " zm � � AN D zN U �1 0 Z ab ( J 8 NMd2ia zo Arn (Prnnm � FlJ ° zEr= Dw -{ m 0 > .OL < U -4N -i (� c0 0 ,A �, m70 U cn m E 70 � In E N -� r E70c zr= A (P ,� ^ �, � z m 0 OD X D N DO -ArnZ gm mTEDO DQ0 � '�' D r m < x N D m r7000x i OZp � cznZzmm � m rn � DDmD m z Nmm (11(P 'Q m v o o m C Dmnrn x � m i N m mp0 �+ Ev74 cN n N D n O z N z 2e"-6" 5l'-6"' 22 '-6" m m o o UomM m 70 � j N °° z ZCl DAD ,a � XD m 1> ° _ ° � zi — 3 U Z 12" 6. D. Z m Z W: m � m � � - - - - - CL v p1 ° z70 -0 D n E m m KANSAS AVE . O ♦A z Z DA mo Z m , m f m AD m I rn -1 m PU lee. ee' - _ - - m m m mo n zm D i , c„lE -� rn i = m o w 10 D —� 1 - - - - - - 17D m O MIN. m xl N _ / p n m / \ / I 7< \ N Lo ru' D --) T — I m D w D D z cn ° � m +'� (rA UA Nrn70 mXDrn Doi �A I cn O �t n D N—I D I I \ O� � / \ \ YM \ \ I r m I D 0 � m c) > 0 M o m m 0 1— — -, 0 -I D x \ m I \ \ I N OD M cn o i- rn m -0 - - - - I m p p m ° D r o E3 � o� ZN � 7� z � I ? C) Dn3 3 E Lo - `" - = 0�030 -I % • I D (1 — O I o p \ \ I o o n> r / \ co Z cn m — — —� m 3 CC) Cn NO NO I N - - - - - ON ON - ON ONke It - I >pm m b PL l ee. ee' cn D mNO IN m A m m N N m �_ I Z 7m0 m m @ N - 3 mn Q o N c z z m r+ O D m Cl Tn -Do oo t. Z C O O ° m D 0 3 A m LIU 2e"-e" 6a'-e" 26' - e" T � . m m 13 d m O A v � c1 Z FRONT SETBACK REAR SETBACK � n D m n nD � �- N CL + pt G N 0 Cl rn D D mU c o O 7C m m O m p _ to CA 0 z m D 0 m m 1 $ jd design D E M M O RESIDENCE 16t ALLEY B.S. "IF UEC 15 JIMDUNLAP (PAVED ALLEY) �- - - - - - (360) 982-0535 - _ _ - JIMOJDDESIGNDRAFTING.COM W E _ BUILDING ENVELOPE SIDE - - - - 3518 WEST 2 N D S it ; E E7 SETBACK OETB C _ CITY OF A.NAC® RYES ANACORTES , WASG� HMOTON - - - - 77 ` PARCEL 10900 � _ I y , ORT I N' I \ Oily 4 y / PROPERTY INFO. _ i L4wN •4 .L v. v v A J• Jr - m p All PROJECT DESCRIPTION : NEW CONSTRUCTION ONE -STORY W / DAYLIGHT � ® n 95 ES ADDRESS: '— -- - 3 1 EST }ND STREET W4TERFLOW f 'i' y<< SLOPE ,V 'Y I W ANACORTE9, WA 50271 r r w V 5 6S SLOPE v Y e Y BASEMENT SINGLE - FAMILY RESIDENCE '! I > Y v •r v v v J' . r > ASSESS P109011 r > 3 V •k Y OTR: WIN, SERAS TAX ACCWN: 35, 3809-003-e10 0108 V PTR EL, 9Ec 23, 0.5 S.F. RNG' el ZONING : R2 } ' Rio B9BL � y- PRPARCEL OPER�YE bd0.B 9.F. EAREST FIRE HYDRANT+ I _"� `y__� J v v J J \ / 0�- PAUL DEHHONERA • 0 (Ot P9N 4PPROX COMMERCIAL AVE. PMB 551 0• NORTHWESTERLY \ / ANACOFtTE9, WA 50221 (CORNER OF OAKES f(COR v y `•' -_-- - T BUILDING CODES I AS) ` I 1 _ \ / CONSTRUCTION WILL COMPLY WIT I I F _L. - _- - - � \�/ I UNE OFF 4TI WI W BUILDING If STRUCTURAL 20151RC LINE OF ROOF _ ` I I II Sow FT. INFO • MECHANICAL M IRC AA1 }0 PLUMBING UPC U IN AI NE OF BULDG \ P\ I I MN FLOOR CONDITIONED 1251 S.F. Hl AAA ENERGY f VENTL4110N }015 W9EC v r I \�'-�- / I \ 1 I . 3 LOWER FLOOR CONDITIONED 644 S.F. J \ _-- / / I \\ -fir-- TOTAL CONDITIONED }NI S.F. GARAGE I` GENERAL NOTES 1 ) G 5529E z 1 \\ i 1 / i FRONT PORCH 66 S.F. / COVERED BACK DECK 120 S.F. • HOUSE WILL BE HEATED BY FURNACE LOCATED IN 4 _,m_I 0 I `\� _ - </ I p UNCOVERED BACK DECK 116 SIR Z GARAGE. • WATER HEATER TO BE LOCATED IN SAME I LAWN _ / \ I \ y I'@/ J 4 4 W Q 0I I ' ` I n I 9 SQUARE FOOTAGE 19 MEASURED TO THE w LOCATION AS FURNACE //4 W yI I -^ -. / \ I \ y y-- 0 a OUTSIDE FACE OF W4LL9 OF ALL FINISHED V� r-- \ \ W SPACE STAIRWELLS ARE COUNTED ONCE, `S I / 1 \ I N ' ® 1: gPPROX HALF ON TOP FLOOR. HALF ON �J ri I m W v I / PROPOSED \ I \\ J, J, A ® G BOTTOM. OPEN TO BELOW SPACES ARE (� DRAINAGE NOTES Z 9 I l \ 1 \ I NOT INCLUDED IN CA CU 4TIONS. GARAGE JLu • ROOF f SITE DRAINS IN 4' PVC TUSWTUNE AND - Q __� r - i /j RESIDENCE \\\ i \\\ _r���/ I 6 a AREA IS CALCULATED Q RUN TO IWGROUND DRY WELL LOCATED 4T NORTH I V V V END OF PROPERTY. �T"--`y---l- _ - - -_- - - - - - _ ` ' ——'\' I 3 • KEEP ORVEWAY9IPAVED AREAS SLOPING AWAY I r r j 1 , w< - \ I IV IV ' N RGM HOUSE. I - - - - - - - T - - - - - - - - - _ - - -, e .Y LOT COVERAGE ��II •'I I :\ FRONT PORCH - a` _J W EROSION CONTROL I _ _ - � Y EVERGREEN TREES LOT MZE 5009F. —t UNE OF G4�AGE I-- - y / S� SEE ' ANOSCAPE NOTES GUIDING FOOTPRINT •V - COVERED FRONT PORCH NOTES i " ©� < © J� © BACK DECK - • O INSTALL SILT FENCING ON DOWN I `-�J / 0 N O SLOPE SIDE OF MATRE EXTENTS OF EACH SITE UNDER 3 m ? / / \ TOTAL ]1159.F. CONSTRUCTION OCT FENCING TO REMAIN UNTIL ALL R / IS LOPE 'Y ✓' - 2 = ONSTRUCTON 19 COMPLETED AND LANDSCAPE I8 IN ELECTRIC METER v 1 `I / PROPOSED \\ ©I 9 v v + / / vim ' J PERCENT4GB lSB 8 U C y 3 PLACE I v r V / ATTACHED \ w v • 4DION i0 OCT FENCING \COVER ALL . /I / GARAGE 8 • , / 'E !'Az SOIL 1® INDN STOCKPILED W11u VISQUEEN BMP L233 v -t1_ 1/-- \\ V W O ~ BLT FENCE N v ; .. ., ' Y �` IMPERVIOUS aQ � LANDSCAPE NOTES I V I t — \ ' � ?BBB AA I SURFACE � aa • Am APPROXIMATELY 4200 9F44 OF THE 1500 S.F. LOT , - - - - - - - - - - - - - - - • S'-0•• y, / ". %V�'~ ' �.(. 1(\ WILL BE LANDSCAPED WITH OTHER LAWN OR �/ " J�'� V 1 TOTAL UNDER ROOF 2360 S.F. PLANTED AREAS (TWO IS APPROXIMATELY 5b8 OF r • . , PAVED DRIVEWAY f WALKWAYS 546 S.F. THE LOTS A MINIMUM OF (5) TREES WLL BE PLANTED Am, - I • 7 ON THE O LOT, WITH NO MORE THAN 30% BEING OF THE BHP Clll I p- / ' At • r ' ," , Y E IV I Y TOTAL 2526 S.F. SAME SPECIES. EVERGREEN TREES SHALLMINIBE M 4• CONSTRUCTION ROAD/ ' ` • * • I 'to >'WAT WoLOW It 'I'I 4 / D U TALL. WHILE DECDUOUS TREES SHALL I4 EA HAVE MN 1112' PARNG AR 10 --- _. r l A[WE CAUPER AT CHEST HEIGHT 1 0 I v 1y , • PR6P09E -- _ _ - III- 4 SLOPE PA VEO - 1 ,/ / T: _ R EWAY n BMP C154 K FIRE AREA W ENERGY CREDITS I- I 1J . I W WEBGN4TED CONCRETE WASHOUT AREA 1' v I 1 \ i1 MAIN FLOOR UNCL COV. DECKS) }ObB4 F F Tula RESIDENCE 15 A MEDIUM DWELUNG UNIT 0500 - $000 S.F.) I L _,,._ - J I• , • e • - ll(���VVV LOWER FLOOR UNCL UNDER DECK) . WHICH WILL REGIME 3.5 CREDITSmm PIT. 14.59 ---- - II TOTAL MIS S.F. , OPOON DEbcRP11011 CPF'tM6 20. 0• V IA EFFICIENT GELDING ENVELOPES 05 POWER PALE DRIVEWAY WIDTH Cc W VERTICAL FENESTRATION U FOR EVERY WINDOW / - P PROPERTY LINE 49=0• 15•-9' Q SLAB ON GRADE R-10 PERIMETER UNDER NOTE. ALL ROUNUTILITIED WILL UNCONDITIONED SPACE (GARAGE) f UNDER ENRE BE UNDERGROUND O ULDING EXTENTS CONDITIONED SPACE (BASEMENT) BHP METER WATER Z 0 TI 25 MR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0 EXIST. CURB CUT - -� LOCATION COVER W/ STRAW D RAW I N G INDEX V MR LEAKAGE 4T 10 MR CHANGES PER HOAR MAX BHP C105 / \ 5 SIDEWALK OR VISQUEEN It SILT FENCE ALL HOUSE VENTILATION MET WITH NOW EFFICIENCY \ AROUND DOWN SLOPE SIDE(S) PAN NOT INTERLOCKED WITH FURNACE FAN WI MR CONSTRUCTION ENTRANCE SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85 SITE PLAN LEGEND PROVIDE 17 WIDE X 20• LONG AI 517E ; LANDSCAPE PLAN 6y/ (MR) CONSTRUCTION ACCESS I M 3A HIGH EFRMENCY HVAC EQUIPMENT 10 s W W.CRUSHED ROCK BASE P YY . 2nd STREET - ��VV 045 FURNACE WITH MN ,< pyMUM AFVE OF 548 LONG. DRIVEWAY LOCATION Q COVER PAGE — Z ® EVERGREEN TREE 5C EFFICIENT WATER HEATNG 1.5 _ - _ - - - - _ - - - - - - - - �5E - - - - - - - - - - A2 FOUNDATION PLAN w W GAS WATER HEATER WITH MINIMUM OF OF 0.51 ® DECIDUOUS TREE w loom MISS TOTAL CREDITS ..a A3 FOUNDATION DETAILS ©© 5HRUBIBU9H A4 MAIN FLOOR PLAN a N IL A5 LOWER FLOOR PLAN ORN4MENT4L GRASSES SITE Sc LANDSCAPE PLAN A6 MAIN FLOOR FRAMING PLAN a UPPER DRAWN BY JAD LAWN NoarH SCALE: ve• = r -D• ROOF FRAMING PLAN SCALE as NOTED JD JOB% 1137NC17-DElil l AT MAIN ROOF FRAMING PLAN Q DETAILS DATE 1112112017 PAVED SURFACE -t AS BUILDING SECTIONS CRUSHED AGGREGATE GREATER Fzr REVISIONS THAN 3• BUT SMALLER THAN ti = _ GRAVEUROCK SURFACE ,___ _�_•_•,,, A9 ELEVATIONS SOUTH Q EAST - PROPERTY UNE A10 ELEVATIONS NORTH Q WEST re BUILDING SETBACK I . 4NI, %A OF UNE OF BLDG. FOOTPRINT 51 STRUCTURAL DRAWINGS 52 STRUCTURAL DRAWINGS - - - - - - UNE OF ROOF 53 STRUCTURAL DRAWINGS CONSTR . ENTRANCE SECTION — - — UTLTYLINE w J S4 STRUCTURAL NOTES Hl NO SCALE SILT FENCE SHEET I OF 14 B Q � D jd design JIM DUNLAP (560) 982-0535 -61/]• [ -5 Ile JIM®JDDESIGNDRAFTING.COM 1r-91/4• - FOUNDATION NOTES ONO TUBE PER FOOTING - PER DETAIL LL g 'Z' ON 93 T • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER - - r -I r 9CECONDITIONSS I THE R N VERIFY ALL OIMEN&Otb 4N0- -' CONDITIONS THE EID. '- _ • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED- J W INFORMATION ONARC PLANS CTURAL DRAWINGS. FOR - - - - - - - - - - - - NY ' CA BETWEEN E AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERIN G. 1• T' I - - - - - - - - - - - - FOOYNGS ARE TO BEAR ON UNDISTURBED LEVEL y'> r I SOIL DEVOID OF ANY ORGANIC MATERIAL AND T ! I STEPPED A9 REQUIRED TO MNNTAIN 15• DEPTH A S BELOW GRADE DETNDATION PER I I 1 I • SOIL BEARING ASSUMED TO BE 2000 PSI- AL W ON 93 I I A3 I I COVER CRAWL SPACE GRADE WITH HIGH DENSITY ( POLYETHYLENE HIGH DUALITY VAPOR RETARDER. - - - - - - - - - - - - - - - - - - - J I e I LAP EDGES ItMIN, AND EXTEND I3• MN UP L . • it ' �� - - - - - I I FOUNDATION WALL . I -- • I ':• - �• •-^ J SEE BASEMENT FILL UNDER SLABS ON GRADE TO BE MH 4• DEPTH I - - - - - - - - - - - - - - - - - " T - - - - - - - - - - - - - ATION PER I GRANULAR MATERIAL COMPACTED TO SSE. DETAIL [ i. L 'H' ON 53 [ I I CONCRETE SUBS TO HAVE CONTROL JOINTS AT 15' MAX INTERVALS EACH WAY. PWMO(NG LOCATIONS 1 I + I • CONCRETE SIDEWALKS TO HAVE 3/4• TOOLED JOINTS 43 [ ,C. EACH WAY. + '' • WRE MESH TO BE USED IN CONCRETE SLABS, SEE P�NEERING, S3 FOR FOUNDATION I POSITIONED IN MOD.LE THIRD OF SLAB. I I REINFORCEMENT CHSIZE AND ANGES J J CONCR 1E BLAB ! ' I USE HIGH DENSITY POLYETHYLENE HIGH OUAWTY IV q I I BASED ON STEM WALL HEIGHT 4• CONCRETEL4B W!9I 6 X 6 % IOIIO i I - VAPOR RETARDER UNDER CONCRETE SLABS IN _ I I I WHIM, OVER MIL POLY VAPOR t GARAGE AND BASEMENT. 4B 6 I I BARRIER, ER 1• RIGID INSULATION ` 1 A WATERPROOF MEMBRANE IS TO BE USED ON _ T I HRCUGHOJ4OVER 4• COMPACTED E j FOUNDATION WALLS BELOW GRADE DI d3 �. GRANULAR I [ I . A DRAIN TILE WITH HOLES, NOT SILTS, 16 TO BE USED. I SEE BASEMENT k 1'-6• X ]'-6• X 9• DEEP THICKENED [ I b DRAIN TILE 19 TO BE POSITIONED 90 THAT HOLES �I NDATON PER - - FTG WI G) F4 REBAR EACH WAY 1 - ARE FACING DOWN DETAL 'u' oN 93 _ 1Y-5' [ I 43 . A LATER OF ROUND, WASHED, DRAINAGE-GRADE - I GRAVEL 15 TO BE USED OVER ORAN TILE, NEW TO r SEE CRIPPLE WALL _ OOTNGS. 30 5. FELT PAPER 19 TO BE USED OVER Z e [ DETAIL 'C ON S3 1314• 4'91/4• [ i THE GRAVEL 1 , 1 H I • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT w U I TH CONCRETE TO BE PRESSURE TREATED. m I N — — • • _ I [ BEAM POCKETS IN CONCRETE TO HAVE 12' • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AIRSPACE 4T SIDES ( END9 WITH MH BEARNG OF 34 I i� - r - _ - - A3 —[ • - FOLLOW NC JOST FRAMING DETAILS PER 4 1 „ 43 IL J [ I • PROVIDE BLOCKNG ABOVE ALL BEARING WALLS TYPICAL RETAINING D Q ' I �• i I AND BEAMS. WALL PER DETALJ I ON 53 r ALL CONNECTORS AND FASTENERS IN CONTACT WITH CRAWL SPACE I [ PRESSURE TREATED WOOD SHALL BE HOT DIPPEDca 1b• x 6" % D• VENT COWER WI b ML POLY VAPOR BARRIER I • ' GALVANIZED OR EQUIVALENT PR0TECTIOI N ® I I TTP. W PL • • .. I I4 ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR I STEM WALL HELD UP b L - - - W r A3 FRONT PORCH i • I 6 SPACES. ACCESS OPENING THROUGH PERIMETER p w - - - - - - - - - - - - - ♦ w ` •0 WALL SHALL BE NOT LESS THAN IB• X 14•. EI ANY ¢ • PORTION OF iHROUGH-WALL ACCESS 19 BELOW ^ T I I GRADE AN AREAWAY NOT LESS THAN 19• X 24• - CRAWL SPACE ACCESS 0 $HALL BE PROVIDED IIRC R40S.4). - - _ J L - - - - - - - - - - - - - - - - - - - - - :: - s - - - - - - - - - - - — MR 14. ODE X 36• TALI. ' - HZD CONTR TO RDINATE .•y, ACCESS DOOR • pLOCKAOR9OWWl MECCH. ELECT FOUNDATION SIZE { { SLAB V.• .. .. • : I - - - - - - - - - - - - - - - - - - - - - - - - - - - _ i R ' - - -� - - - , (• 0 1 L _ - - - - - - - - - - - J I LOCATIONS. Z _ I I I I I • [ - I • ALL CONCENTRATED LOADS FROM ROOF TRUSSES O N I PORC 4 MIST BE TRANSFERRED TO THE FOUNDATION WITH 4 3 y 3 p •? I I 9 - - - - ' - - - - - - - BUILT-UP POST AND FOOTINGS AS REDURED. VERIFY G - d BLAB i i S. LOCATIONS WITH TRU$9 ENGINEER ANDIOR L H R 43 I r STRUCTURAL ENGINEER. l i l I L — — — - - - - - - - - - - - J i I TYPICAL RETAININGUl Q UU II I I q3 WALL PER DETAIL 'J a H Q a f I 1 I41 _ - - ON 93 e I ARCHED CONCRETE STEPS r - - - - - -SUM I I I W111• TREADS. RADIUS AT F' I CRAWL SPACE I i I CONCTRACTOR DISCRETION 18 • ' I I AS V4 VENTILATION A3 I 3'-9I/1• -W V-21/Y PROVIDE VENTILATION IN CRAWL SPACE WITH I I FOUNDATION VENTS. PROVIDE I S.F. VENTING PER I I I ! I _ 150 S.F. OF AREA I I GARAGE BLAB CRAWL SPACE = 444 S.F. I ICONCRETE SLAB W/ 6 X b x IOIIO I I 9 4441150 • 2.S6 S.F. OF VENT AREA REQUIRED I wWM, OVER b MIL POLY VAPOR i• `m 2.9610.56 NET FREE AREA VENT ✓"i •[ I BARRIER, OVER Y RIGID INSULATION i RG1FD CONIC ETE STEPS X e•_ AROUND EDGES, OVER 44 COMPACTED = (6) VENTS REOREQUIREDMH Gb• Ott)It FILL • I W/ TREADS. i l I CONCTRACTOR DISCRETION. i I L• VENTS TO ME CORROSION RESISTANT ORE MEAN. WITH 1/4• I FOUNDATION PER I I DETALWON S3 LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER I I I I aF BULONG. d � I � f I f•�I I Iit O A3 43 I .i I BLOCK OUT FOR 'i BLOCK OUT FOR 9' — I I WIDE GARAGE DOOR WIDE GARAGE DOOR I I - - - - - - - - - - - - - - - - 5511530'9 OR PER % P,t peW p 0 �J 9 0'90R PER i /. -4 ` D L ' ON 934 Ile 9• DETAL '� ON 93 ETAa / - // N 0 f37964 D ' •7eal m S 4 NIL 49'-0 i "'+ONAL�G DRAWN BY JAD SCALE I/4' = I'-W UI10 JD JOB% 1137NCI7-DEMM FOUNDATION LEGEND DATE 1112172017 FOUNDATION PLAN REVISIONS FOUNDATION STEM WALL NOR7M SCALE: 1/4• = 1'-0' FOUNDATION FOOTING 444 S.F. CRAWL SPACE ORDER/OEAM OUTLINE OF WALLS OF �� SUPPORTED FLOOR ® POST ABOVE SHEET 2 OF 14 N2' GWB SIDING PER ELEVATIONS 2 X 6 STUDS F 16' O.L. R T INSULATION 3/4• TTG PLYWOOD OR DES &UISFLOOR ?• l� II]' (MN) GWB TA6' COX OR 095 SHEATHING 2 x 6 FRAMING ✓\ D JOST9 PER PLAN ut! CONT. RIM JOIST J al' CONCRETE SLAB ON 6 MIL. j d design VAPOR BARRIERPRESSURE TREATED 2 X 6 BILL PLATE ) SEE ENGINEERING 91 FOR ANCHOR BOLT - x 6 X IaIIB WOVEN JIM DUNLAP - 9PECRc4TION9 } Y -- / �, WIRE MESH (360) 982-0535 - J\ -.� /� \t , JIMSJODESIGNORAFTINO.COM GRADE A\ ./ L 1rl `. R-3D INSULATION . Ili • . _ - - _• lyl R-38 INSULATION - 1(: d' DI4. STORM WATER TIGHTLME —�rl Y ° • B' STEM WALL TYP. .�I R-10 RIGID ft1 ULATON - WATERPROOFING MEMBRANE II °I[ ♦' MN, COMPACTED GRANULAR FILL CONTINUE OVER FOOTING SEE DETAIL ON 93 FOR FOOTING SEE DETbL 'I' FOR OTHER REBAR PER FOUNDATION ° JI SIZE AND FOUNDATION TTPICALCALL OUTS REINFORCING SHEET 53 / ��\ >• A• CIA. PERFORATED ORAIN TILE • %' / REINFORCEMENT. I O) FA REBAR CONY. I 'CONNECT TO TIGHTWNE - II • �r IN FOOTINGS _ °j1 619E VAPOR BARRIER CONTINUE MIL VAPOR BARPoER , CONTINUE OVER FOOTING CONTINUE OVER FOOTING AI DRAINAGE GRADE GRAVEL • II I ° SEE 93 FOR FOOTING 912E AND t FILTER FABRIC ==�1 ° c JJ • FOUNDATION RENFORCEMENT. UNDISTURBED EARTH • BLOCKING PER JOST 9UPPWER R-38 INSULATION UNDISTURBED EARTH JOISTS PER FLOOR FRAMING SEE ENGINEERING, 93, FOR _ y _ I/I• GYP. BOARD - PLAN REINFORCINGCHANGES BASEDONSTEM WALL HEIGHT SEE ENGINEEWNG, 93 P•••EEEIIIR ENGIN ERING,"•1183 ABED ON S R-T INSULATION 6 AIL VAPOR BARRIER 2 X A FURRING ICI TYP. FND ., WALL DETAIL 5 GARAGE @ CRAWL SPACE ; AIR GAP y,"•• SCALE 3/4' = I'-0' • CONCRETE SLAB ON 6 MIL • SCALE: 31W = I '-0' VAPOR BARRIER. R-10 RIGID M ULATON SEE DETNL ON 93 FOR FOOTNG 912E AND FOUNDATION _ • I : RDNFORCEMENT. _ •i` SEE CRPPLE WALL DETAIL Y ON 53 V 1/Y GWB V l - . I Q SIDING PER ELEVATIONS 2 x 6 STUDS F 16' O.C. `• &D1 � • . ' SEE 3 FOR FOOTING SIZE AND 3/4' TSG PLYWOOD OR OM SUBFLOOR _• J FOUNDATION RENFORCEMENT. IM' GWB .w ' 1/16• COX OR OSB SHEATNNG f R-T INSULATION R-3B MSULATIOI A N WL4R M COMP FLL z W SEE DETAIL " FOR OTHER !-".1 CONT. RIM JOST ACTED GRA PER ENGINEERNG•93 TYPICAL CALL-OUT9 `�� 1 • CONCRETE SLAB ON 6 MIL _ £ VAPOR BARRIER PRESSURE TREATED 2 X 6 &LL PLATE X I011e WOVEN WIRE MESA SEE ENGINEERING 93 FOR ANCHOR BOLT -� - Z 2X6 STUDS al6. O.C. -`.l SPECIFICATIONS. ��}` ; , BASEMENT @ CRAWL SPACELU - GRADE U 1 - l\ •\ j /^`/ ;\`•�, t . ten,`, (/" / SCALE: 3/4• = I'-0• o Q z ,- . - . - Mali II II n ° TT tt�' ISII ' L 'Y.�l(' ' l u�r• ' ` I�•a TYPICALDIET C4LLFOR OTHER W ' • YIN COMPACTED ,\ /.Yy . I r' GRANULAR FILL NOTE; DO NOT BACKFIIL WALL UNTIL BOTH I SEE DETAIL Y FOR OTHER • A JJ• R-10 RIGID INSULATION FLOORS (BASEMENT AND MAIN FLOOR) ARE 11 TYPICAL L4LL-OUTS = ''` *-* CONSTRUCTED AND CONCRETE SLJV5 ' If SEE ENGINEERING 93 FOR - Z (2) FA REBAR CONY. CURED. HMO COMPACT BACKRLL WITHIN / �' FOOTING SIZE AND FOUNDATION �Y�,, 2 X D PT BILL PLATE RIPPED - O IN FOOTINGS S' FROM WALL / REINFORCEMENT CHANGES Fd F EA O.L. L � O wm ~I ' ABED ON STEM WALL HEIGHT Z l zz - x = DAYLIGHT WALL • AY FROM STRUCTUREB. SLOPE { D 2 ML VAPOR BARR ER AWAY FROM STRUCTURE Y W �C5 n 3 O SCALE: 3/4' = I '-0' •11 CONTINUE OVER FOOTING z ` UJ DRANAGE GRADE GRAVEL •�_ - _ b __ .-. - ate H < FILTER FABRIC _} _ _ _ _ . -e _. W sow UNDISTURBED EARTH .ImIT ' ` IL PER ENGINEERNG 93 \ \ Ma1/2• GUS OPTION SIDING PER ELEVATIONS A' MN COMPACTED lNGE uANGER1116' Co% OR 09B 9uEATNNG 2 % 6 STUN9 a 16. O.L. GRANULAR FULL NI30 EW JOST HANGER RETAINING WALL @ CRAWL SPACE { STEM WALL ANCHOR BOLTS PER ENGINEERING, 53 ' CONCRETE SLAB ON 6 MIL SCALE: 3/4' = I'-0' • 'jl J�� Ell? •WO`�L P.T. 2 x 6 &LL PLATE - VAPOR BARRIER U P O SEE 93 FOR FOOTING 1 AND -. FOUNDATION RENFORCEMENT. 6 % 6 X10/1O WOVEN WIRE MESH �.�J •' i r �'\ GRADE L ' 64 • ad- UNDISTURBED EARTH Ll- /'3N"y ° SEE DETbL 'i FOR OTHER I.� Cp. I, �1 A• qA DOWNSPOUT tIGHTWlE TYPICAL C4LL-gR9 LINE 53 vlOp,{y� II R-10 RIGID INSULATION I/2• GWB L WATERPROOFING MEMBRANE • II ' l 2 X 6 STUDS F 164 D.C. CONTINUE OVER FOOTING TI A• MN COMPACTED GRANULAR FILL SIDING PER ELEVATIONS HOUSE @ PORCH y REBAR PER ENGINEERING, 93 �%_ 3/A• T{G PLTWOOD OR 09B 9 DRAINAGE GRADE GRAVEL „ • 1/16• COX OR 090 SHEATHING '{` 9UBFLOOR SCALE: 3/4' = I'-0- S FILTER FABRIC =J 0) 44 REBAR LONT. IN FOOTING$ R-36 INSULATION O • CONT. RIM J09t �I SEE 93 FOR FOOTING &ZE AND ■ FOUNDATION RO `11=1`1 PRESSURE TREATED 2 X 6 SILL PLATE SEE ENGINEERING 53 FOR ANCHOR BOLT SPECIFICATIONS. �\ .\ i 1� /3 . d % ABU66 POST BASE Q A' CIA. PERFORATED DRAIN TlE % 3\J '3 - 1 6X GRADE \"! 7 ( J\ ` ' FA COIN. 6 Pt POST O 3 GARAGE WALL - _ .. D.L. GARAGE DOOR IL Q BEVELS CONCRETE SLAB SLOPE GARAGE GONG. PAD �. SCALE: 3/4• = 1'-0' L I19e THICK EXPOSED AGGREGATE 3/d' % D• OFFSET r H D X vERIFT W ZE/ DOOR SI OWARD GARAGE DOO Lyl THICKENED SLAB II• 2 x A FURRING Sit 1• AIR GAP CRIVMAT SLAB R-IO RIGID INSULATION y `yi y,\ : II ° R-211N9UUTIDN a LL 112• GWB : wl - - - FF IL Yf _ _ _- - _ . .NOTE DO NOT BACKFILL WALL UNTIL BOTH SEE INGI SIM N D 53 FOR 1- B II • - ° / LI- • i DRAWN BY JAD FLOORS (BASEMENT ENO MAIN FLOOR) ARE FOOTING &ZE 4NDOHOUNDATION I dam. - - 11d 6 X 6 POST CONSTRUCTED AND CONCRETE SLAB {, • I BNFORCEMENT ANGE9 - II •`- SCALE 3/4• = -0' Ix1U SIMPSON POST BASE ONSTR I -F{: ry ASED ON STEM WALL HEKaHT •• II I•11 e I CURED. HAND COMPACT BACKRLL WITHIN / „r-i r-� - i R-IG RIGID INSULATION I • • L JD JOB# 1137IIC17-DEMM 0) FA BARS EACH WAY W FROM WALL / `ltLT ° 1I • GRADE {`I - L ° OMP4cTED FLL II I MN COMPACTED OOK FA DOWELS P AD' !31 FA REBAR COIN. DATE II/LII20I7 • II •L II GRANULAR FULL _ COF 9AB CENTERLINE AS SHOWN _ •II TNCKENED CORNER REVISIONS _J IN) RMAR CONY. Nr ( YVY� X .yN,• rc FOOTINGS • - • ° • _ - - - - - FILTER FABRIC ORANAGE GRADE GRAVEL �•- J ° ' SEE EN13INEEFUNG, FOOT` EN13 SEES AND FOUNDATION • � - _ _ - = a=� • { • I RENFORCEMENi CHANGESAll R-10 RIGID INSULATION =JJ BASED ON STEM WALL HEIGHT PER ENGNEERNG 93 b c P R ENGINGEERING 3 Q THICKENED FOOTING RETAINING WALL @ BASEMENT 10 PORCH FND . WALL 91 GARAGE FOOTING A3 SCALE: 3/4' = I'-0' SCALE: 3/4' = I'-O' SCALE: 3/4' = I'-0' SCALE: 3/4' = I'-0' SHEET 3 OF 14 � D jd design JIM DUNLAP -6113• -9 Ili (560) 982-0535 _ JIMOJODESIGNDRAFTING .COM -6 Ili -3 3/4• -] 3/4• - b -4113 3•-30 Is p )ID T FLOOR PLAN NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND (3) 3366 SW CONDITIONS IN THE FIELD. • CONFIRM ALL POOR, WINDOW, CLOSET, AND ANY m OTHER ROUGH OPENING SRES WITH OWNER/ CONTRACTOR PRIOR TO WALL CONSTRUCTION U ALL N CONTACT MW CONCRETE MST BE PRESSUREITREATED M ERIAL USS CCORRONCH Qt RESISTANT FASTENERS WHEN IN CONTACT WITH i W- - ---{- -- y PRESSURE TREATED LUMBER. f _..— . m ( 09ERED) —"�— • ALL IS* SR WALLS FRAMED WITH 3 x 4STUDSDS AT 4i I6. O.G. AND SHEATHED WITH lllb' oSD ------------- PLYWOOD OR BETTER WITH 158 BUILDING PAPER m MASTER 15EDROOM I ALL INTERIOR WALLS TO BE FRAMED WITH ] XA 9 cEUNG WT. m - STUDS AT Iti O.C. AND SHEATHED WITH 1/2' GYPSUM _ n WALLBOARD UNLESS NOTED OTHERWISE It 31� 4 ]]16-G9MT—M4 PLO--]91FCSMT ) 3366 9u-- • ALL GLASS TO HAVE LOW E (0.40) GLA➢NG. GLA➢NG IN HAZARDOUS LOCATIONS TO BE TEMPERED PER 3000 _ _ IRC SECTION FI SEE R306.4 FOR DERNPON OF HAZARDOUS AREAS. I o DW (P .A PROVIDE SMOKE DETECTORS ON OR NEAR THE I Q A CDUNG OF EACH FLOOR, IN ALL BEDROOMS, AND UPPER FLOOR WEST FACING I Vf0 K JUST OUTSIDE EACH BEDROOM SMOKE DETECTORS GREAT ROOM WALL STUDS ] x 6 TO BE WIRED TO THE ELECTRICAL SYSTEM WTH TO BE U) ] X A P Iti O.C. _ BATTERY BACKUP ORC R3111 I RN1]2 UU KITCHEN RANGE HOOD EXHAUST O _ BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING 6 144 CBUNG HT. FAN WI MN 100 CFM /� THE FOLLOWING CONDITIONS WINDOW SILLS TO BE - RA Wl -111/3. 1 I A WITHIN 44' OF FINISHED FLOOR WITH A NET CLEAR A _ I LIVING RM MASTER �ZJ. — OPENING CLE of P SIN Fv reN THE OPENING ID HAVE 1 MIN CLEAR OPENING WEIGHT of 24• AND WIDTH OF NC EA 0' ORC SECTION AND).. 14 C°LNG HT. •m „ OATH AN m • ALL SHOWER AREAS TD BE FIN9HED WTH A SMOOTH, G E DIRECT-VENT GAS 00 P R N tf OVE DRAIN INLET TNS MATERIAL TO BE AB p FREPIACE. CONTRACTOR OI N VERIFY MANIF. FRAMING 3065 m IBNOOARD. OVER WATER RESISTANT PLASTER - I REQUIREMENTS Q _ • r S WIDTOILETS TO BE LOCATED TH 'OF TOTAL FINISHED CLEARANCE, AMID HAVE wz W 21 IN FRONT OF TOILET. TOILETS 0 13'-01 34 I -5 I/i - I MASTER w TO BE LIMITED TO 1.6GALLOWS PER FLUSH. A IL CLOSET • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL m -Z 1/]• ]1-51/]' W I WITH MK ]3• X 304 OPENING AND 30' Z ti 0 UNOBSTRUCTED HEAD ROOM. FRAME WITH 7 x It - _ m J MEMBERS. ui 0 ], ®• n _ • PROVIDE EXHAUST FAN IN KITCHEN AT MR 100 CFM o Q T AND BATHROOMS AT MK 50 CFM ALL FANS AND DRYER EXHAUST TO BE VENTED TO OUTSIDE OF 3 _ ^ n IF U i' 0 A PROVIDE MR 1/3' GWB OR EQUIVALENT TO GARAGE N ri ENT Y I n = o ® K u DINING _ ° HT' I i _ SIDE, BETWEEN GARAGE AND RESDENCE ANDIoRui m i 14' CDWG HT. A _ 1 • GARAGE AND ATTIC ORC R302.61 Y nA C.H. 0 PROVIDE I-HR. FIRE-REWSTIVE COMB 5/S' TYPE .K LL LAUNDRY GWB ON GARAGE UP FOR FIRE SEPARATION UNDER n AN O i ! fi ^ HABITABLE SPACE ABOVE GARAGE ORC R303.61 T ^ - _ Il JI' _ N C.H. �(�fl m �{4N • DOOR BETWEEN uO19E AND GARAGE TO aE I-II]' L bS HOLE HOUSE r TRICK SCUD CORE, ]p-MIN SELF-CLOSING 0 V, F 13468 FIRE-RATED DOOR (R303.5.11 Z 3065 0 • PROVIDE RRESTOPS AT ALL APPUCABLE V) I 06 W • D LOCATIONS, INCLUDING HOLES AND ANY OPEN AREA& D Will 366 PI CLOSET ALL ELEMENTS AND SWITCHES FOR FURNACE AND 3 N 3 c 01 PRE-RATED PURR SELF-CLOSNG DOOR b LANDING _ 01/]' I'MB' CO •D 36 WATER HEATER TO BE IB' MN ABOVE SLAB. _ SMT 3646 CSMT G J 0aNxuRo nTnc , PO GH o W I CCE9a .NC ETE Q p„ � STAIR NOTES G N ' � ELECTRIC STEPS TO 3lA° A9 NEEDED • STAIRS TO BE FRAMED WTH MR (3) 3 x I] I]' TREAD DEPTH STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT Q4 TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS T WATER HEATER 19 REQUIRED II]• MN GUM GARAGE ALONG THE RUN OF THE STAIRS. O HAVE A VACUUM RELIEF TO HOUSE ftl U DEVICE AND TEMPERATURE • MINI HEADROOM CLEARANCE TO BE 6'-9• 1 C PRESSURE RELIEF VALVE VERTICALLY ABOVE TREAD NOSING TO NEAREST m PER 1015 UPC 504.6 T PS TO RAPE ODJECT ABOVE. g GARAGE 5 TREAD DEPTH STAIRS TO HAVE MAX RISE OF 1-314• AND F01 RUN OF OF 311 TO I-N4'. NO RISER TO BE 1MSS'THA II''. DIMEN&OWT °ETVEEN RISE AMID r 0 RUN ARE NOT TO VARY MORE THAN 31S•. ^ • ENCLOSED USABLE SPACE UNDER STAIRS TO BE u I-HR FIRE-RESISTIVE CONST. 5/6' TYPE '% GWB. • STAIRWAYS WITH 4 OR MORE RISERS TO HAVE AT MAST ONE TREAD NONNU S HANDRAIL AT 34 w - la ABOVE G WTH ENDS RETURNED TO I TERMINATE INTO WALL OR NEWEL POST.ul 1 • HANORAO TO HAVE GRIP PORTION NOT LESS THAN I` m I I I I 1-114 OR MORE THAN Z' IN CROSS SECTIONAL m I I I DIMENSION WITH 171i BETWEEN WALL AND NANDI I I I I I 0 GUARDRAIL NOTES • ALL WENCLOSED III LANDING5, BALCONES OR O PORCHES THAT ARE MORE THAN 30' ABOVE 0 O R DOOR 9090 O.W. DOOR GRADE OR FLOOR BELOW SHALL BE PROTECTED BY us A GUARDRAIL THAT 15 MIN HEIGHT OF 36•. OPEN GUARDRALS SHALL HAVE INTERMEDIATE RNLI - �J SUCH THAT A 4' PA. SPHERE CANNOT PASS _ ` IB'-e' '-1 3/4' I'-1.0 3/ 3' '-9' - THROUGH AT ANY PONT. {_p• 5 GUARDRAILS SHALL BE ATTACHED TO THE o STRUCTURE N SUCH A MANNER TO WITHSTAND A - SINGLE CONCENTRATED LOAD OF 300 LB9. APPLIED W IF I N ANY DIRECTION AT ANY III ALONG THE TOP. DRAWN BY :JADSCALE = I' -0' 11H0JD JOB# IC17-DEFIFI DATE /20I7 REVISIONS SEE ENGINEERING 53 FOR SWEAR WALL ' lQ C• BRIQO MAIN FLOOR PLAN SPEC"`°T1PN9 °jL� NAR„m` < jr NORTH SCALE: /L' = I '-0• / i 0' /j 4 a� 1297 S.F. LIVING SPACE 552 S.F. GARAGE - 1MA =�-- A4 � DIAL R`°D1S[13W' IONAS. SHEET 4 OF 14 B � jd design JIM DUNLAP (560) 962-0535 15'-6 Ur -511Y JIMQJDDESIGNDRAFTING.COM Y 11 I 511}- . -31/}• 5 314 } ,l. ENERGY CODE NOTES 6 6 • CONTRACTOR TO ADD ADDITIONAL FRAMING OR UNE OF NTILEVERED BLOCKING AS REQUIRED TO MEET CURRENT ENERGY FL ABOVE ODE REQUIREMENTS. -- — OGft ABO L - _ _ _ _ _ _ _ _ _ _ _ — • AR LEAKAGE SOLE PLATE MS TO BE CAULKED TOR O OWED D FLOOR. RIM JH BETWEEN STORIES TO BE CAULARETO ME AULKEDI HOLE3IN WDING ENVELOPE ARE To BE LECTRIC /SEALED INS It AV BUT NOT m UNITED TO ELECTRICAL, PWMBING ( uV4C eBJ 3346 CSMT 46 PIC 9MT RECESSED FIXTURES REl ON, SWITCH BOXES AND RECESSED R%TURFS 15 EXTERIOR WALLS OR CEILINGS +V ARE AN BE WAVE FOAM A WITH APPROVED V SEALANT, LIGHTS HAVE FOAM GASKETS INSTRATED, M TIGHT 4LL RECESSED T UGHTS ARE TO BE IC ROTE°, AIR NGNT SEALED Al SURROUNDING OWE. ROUGH OPENING 0 SCALEAROUND ALL WINDOWS { DOORS TO BE SEALED/CAULKED. • 4LL CBUNG EXHAUST FAN DUCTING TO BE INSULATED OPTI01Y u4LF-WALL RIBBING % AS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE, }SAe LSMT 13A6 PIC ]3A6 GSMT 0 9L m A TERMINATE AT THE EXTERIOR OF THE BULIXNG. 6060 • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND ORES, PIPES 4 X EFEB OUTLET BOXES. SH I] TALL PONY WALL . ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED Q I u4BFABLE SPACE TO HAVE SEALED JOINTS, CORNERS } H EX P BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC �4] I EDITION SPECIFICATIONS VWSEC 2OIE1. m U AN E • A ONE PERM OR LESS VAPOR RETARDER OE KRAFT w ® DO m REC ROOM PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE _ LJ pAiH 2 m - WARM SIDE OF ALL INSULAnaa IN a - O X — A • ALL RECESSED UGUT FIXTURES IN THE THERMAL A5 — 5EDROOM T • CBUNG HT. iHROIGHOUT 48 ENVELOPE TO BE CERTIFIED UNDER ASTM E-263 AND p O $O L40EIED, OR SEALED AROUND THE EXTERIOR IN AN LL APPROVED MANNER TO BE AR TIGHT. LINEN AILWATER PIPES IN UNHEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC }015. ]068. GUARDRAIL . EXTERIOR DOORS TO BE ADJUSTED SO _ }06B RILL FURRING (TYP.) ' 6 WEATHER-STRIPPING, THRESHOLD, f DOOR SWEEP ARE 1- _ dLu° .E _ I G • WORKING PROPERLY ( SEAL WELL u�] ]• II IIY II I/]- V D/C AP (TYP ) L IN5uL4T1oN TO BE INSTALLE° IN STRICT A / UP i6 R SN-ChU YN ATTIC V 6+ CONFORMANCE WITH MANUFACTURERS m RECOMMENDATIONS FOR DENSITY [ COVERAGE PROVIDE VENT BAFFLES AS REQURED < INSLLATE S • Ar�f WEATHER-STRIP ATTIC ACCESS DOOR. J • PROVIDE MAKEUP AIR UTu FRESH AR DUCTED Y OIRECTLY INTO THE RETURN AR PLENJI•I OF THE o Q 2668 FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE 3 5` I O WSMC 2015. AIR. OR DE DAMPER TO REGULATE ,Iq]INo $TA(R 'A (UNEXC4VATED) IST?XiAG� • 14LL GAS COMBUSTION APPUANGES, EXCEPT STOVES 4 CI-DTHES DRYERS, TO HAVE COMBUSTION AR DUCTED w W DIRECTLY TO THEM. • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A 0 MN Y VERT. It 10• HORIL Z Z CRAWL SPACE ACCESS WHOLE- HOUSE 3G }.• WIDE X 36' TALL N °`E" ODOR VENTILATION 3 „ 30 3314- PLYWOOD OR It B 9UBFLOOR ONE OF THE FOLLOWMG METHODS OLL BE USED TO MEET 5 HE REQUIREMENTS OF THE IM£RN4tIONLL MECHANICAL L r k CODE OMC) CHAPTER OF THE 2015 IRO DOUBLE JgST OR W D BEAM PER PLAN (M. A WHOLE wwO -HOUSE EXHAUST FAN, WHICH CAN W O % UU Q PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS a m Q J05T PER PLAN REQURED. FAN MUST BE CONTROLLED BY TIMER SET TO OPERATE MN OF 8 HOURS PER DAY. THE CFM FIRE BLOCKING CAPACITY OF FAN MUST BE 015 W.G. AND WAVE MAX ONE (NOSE) RATING OF L5. MIN. RM OF FAN MUST BE 105 CFM. PLYWOOD H4NGERBOARO (B). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL FASTENED TO CARRIAGES FORCED AR FURNACE SYSTEM FURNACE MUST HAVE FA F ST HEADER FRESH AR INTAKE DUCT AND BLOWER MUST BE ACTIVATED BY TIMER TO CIRCULATE DAILY. (3) ] X I] STRINGERS 518- TYPE •X• GYP. BOARD ON (GARAGE ABOVE) ALL SURFACES OF USABLE INSULATION SPACE UNDER 9TAR9 WALLS ABOVE GRADE BELOW GRADE am 1 STAIRS AT LANDING A-TI R-X COUNG it SCALE: 3/L• = I'-0' FLAT FL4T VAULTED O RMS R-38 O FLOOR CRAWL SEE STAR NOTES ON SPACE• 9LLB qU GRADE J R-30 R-le LL P A FOR 574R AND HANDRAIL NOTES • R-30 !FENDED FOR USE WIN WED T E I TIN• O BE USED THEN STAIR NOSING W - 1 1/A- R,QB INSULATION TO BE INSTALLED. O „ 1 PER IRC R311.15.3 TO' aF HANDRAIL K • // Q q O .i� EXTEND TO TOP J 4REBOTTOM WEER m. C URN 1'o WALL DRAWN BY JAD 5/D• TYPE X GYP. BOARD i W °Q SCALE I/: = I'-0' UI10 ON ALL SURFACES OF USABLE SPACE UNDER STARS C JD JOBk 1137HCI7-0EhIFI DATE II721/2017 (3) } X U STRINGERS w = LOWER FLOOR PLAN SEEE q ` REVISIONS CONCRETE SLAB K } E SPE EIF1cATEON3G S] FOR SHEAR WALL Q. lOOQ Z R� . RREBLOCKIN GAT TOP NORTH .S F.� • _ AND BOTTOM Ross }X THRUST BLOCK SCALE: 1/W = I'-0- STRINGER B/W STUDS 644 S.F. LIVING SPACE 37964 k�f,-ma�6. A5 STAIRS AT FLOOR aMAU SCALE: 3/4- = I'-0' SHEET 5 OF 14 FLOOR FRAMING NOTES T � d design RITTEN DIMENSIONS TAKE PRECEDENCE OVER • FOR FLOOR 9NEATHNG USE 3/6' COX OR 09B W SCALED DIMEN910N9. VERIFY dLL gnENSION9 4N0 STURq-FLOOR HIS. GLUE d1A NNL WI RING SWANK CONDITIONS IN THE FIELD. BD'S A ti EDGES t O• IN HELD U.N.O. FACE GRAIN ENGINEERING SPECIFICATIONS, NOTES AND PERPENDICULAR TO SUPPORTS. r DRAWINGS ACCOMPANIED UTH PLANS TO PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR JAM ) 962-0 - - - - — - - - - - - - - - - - - - - - - - - - - - - I 9UPERCEDE ALL INFORMATION ON ARCHITECTURAL • BEARING LOCATIONS WHERE THERE 19 A WAD (360) 9DESIG5 Q — _EF — I I DRAWINGS. FOR ANT DMCREPANCIE9 BETWEEN BEARING _ I PROVIDE nnBERs RAND RIMS WHERE FLOOR JIMQJDDESIGNDRAPTING.0 M ENGINEERING INE RING.ARCHITECTURAL DRAWINGS I REFER i0 ENGINEERING. JOSTS BEAR AT EXTERIOR WALLS. - I I I • REFER TO FLOOR FRAMING PLAN FROM FLOOR . ALL EXTERIOR WALLA ASSUMED TO BE BEARING. - - JOST MANUFACTURER/5UPPIIER. FLOOR JOST I I MANUFACTURER/SUPPLUER SHALL PROVIDE AND ALL BEAMS AND HEADERS TO BE L X 10 O.F. Fl I ISUBMIT ENGINEERED DESIGN TO THE BUILDING LLNO. I I I DEPARTMENT FOR APPROVAL PRIOR TO I I I JOST HANGERS L CONNECTIONS TO BE 'SInPSON FABRICATION AND INSTALLAnON _ • PROVIDE TEMPORARY BRACING AS REQUIRED • U AO.ALL CONNECTORS AND I I S UNTIL ALL PERMANENT CONNECTIONS AND PRESSURE TREATED WOOD HAUL BE ROT DIPPED S IN CONTACT H I I STIFFENERS HAVE BEEN INSTALLED. GALVANIED OR EQUIVALENT PROTECTION. _4 a' O t OV U I al BEAM HUNG USING HUCQ HANGERS I CONT. 6 % 6 P.T. T SEAM WHO USING POST IILQ RANGERS TO ROOF � o XAPat 3 'a POST TO ROOF FAUX CHIMNEY VENT CHASE — T X 12 P.T. T' % 13 P.T. X — — --� — - — ' — ' Fp „ �` T — — TTFiHfA TITIe ° I I I W �_ RIDGE — s:s.12 SLOPE 3.:s12 SLOPE Loo Ja9110 II Jag A • £ 1 -lie tan E • O L. LEDGER ATTACHED PER G I I I I PT ] X 10 PEG I I I I I I I I I I ROOF TRUSS S DETAIL L' S (TYP.) I I I I I 1 1 I I I n E ENG I I PR I '_�1Ij' X�/ �U� jI_JJJM••• LO, 7 I �EAH —F 1 1 In W U a Jill I I I Z IT­ I I I I I o III I I III I I I I I n D Q � I I I I a9T F )C O,c. B 1 II I I I II I I I LL o I D 11 Is TI i I IY a1BLE JOSS TO 00 — _ - - - - - - - - - h I I — � I I I I I I I I I I I allIE� I I II Ig QI 1 TRUSS � V) TYP. OvERHANGs I 91 I glll I I I I I illy 1 I I — N II BI z r._a. o I - - - - - - - - - - - - - - - - - � HTFT I I I I I II I I I I I I Oa �!- � v�io III IaB II r O 3 ~ NOTE. UPPER ROOF FRAMING PLAN - — I HEADERS DEPICTED ARE FOR TRAN90H I I I I I I FLUSH Bn — I ( CLERESTORY WINDOWS I Z I l0 AR G W A LR WL 9 ACE I II I I W- DF N 3 d OR HEADER AND OTHER FRAMING �U-- -V ,X++ — J�— �— Z SPECIFICATIONS SEE ENGINEERING 9I i 11 BErARINIR Paf)T 1 la. FL(BHiBENn C W W pow I I I I I I I I --nlI 11 I I o�l� I I I al It Na I I 3 1 All, a I' I I I IIII 1 Qgl1 N+r) 0 I I l i I I I I =14 I IC I I I II (BEARNOIWAI-1-1 AT L AWL 9P4 E) js l b' 61y I I I I I III I I I I I I I I I I I l I I o f of D° I 11 JDo 5 " ' D ROOF FRAMING LEGEND II tai14 v I I I I Z LL I NNE OF WALLS BENEATH I I O I I WINE OF ROOF I I I _ - - - - - WDDEN LINE OF ROOF STEM WALL HELD UP TO MEET I ® POST CONCRETE PORCIL HANG JOISTS L - - THIS AREA LL m - - - tr a w a UPPER ROOF FRAMING PLAN NORTH SCALE: I/A' = I'-0' — NOTE. ROOF TRUSSES AND FLOOR JOISTS SHOWN IN DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. _ C FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING L ATTIC VENTILATION REFER U TRUSS DESIGN . SPECIFICATIONS FROM — U09 SUPPLY TOFIPANY. FOR FLOOR IFIC NJ ATTIC VENTILATION REQUIRED. REFER TO IRL R806.1 LAYOUT REFER TO JOIST DESIGN ( 9PEOFICATIONS w AND RVENTIL FROM FLOOR JOST SUPPLIER D SQUARE FOOTAGE OF ATTIC SPACE FOR UPPER ROOF AREA • 150 S.F. 7501300 = 2.5 S.F. NET VEIN AREA REQUIRED. DRAWN BY JAD PROVIDE MIN 11150of AREA, OR 11300 IF HALF I9 REM AT EAVE AND REMAINDERER AT INN 3' ABOVE PLATE FLOOR FRAMING LEGEND SCALE 1/44 - r-o• Na UNE. OPENINGS TO BE COVERED WITH 1/0• CORROSION JD JOBk 1137NC17-0EMM RESISTANT METAL MESH OR EQUALEAVE OR CORNICE VENT SHALL NOT BE BLOCKED.. MA nAINTAIN MIN. i AIR Ja9T DATE II/ZI/2017 SPACE BETWEEN INSULATION AND ROOF SHEATHING AT THE LOCATION OF THE VEIN. — — BEAM/HEADER REVISIONS OR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS ' --_ - LOCKING, WITH 0) 1 I/]• MA. HOLES AND MESH SCREEN tiQ C' ABgR�440 — BENEATH OF WALLS OF FLOOR COVERING THE HOLES, BETWEEN EACH TRUSS. � IPJ oeWuy�lp/- BENE4TN FOR CLOSED EAVE SOFFITTIN USE CONTINUOUS SOFFIT [la,,y '/'� gUTLINE OF SUPPORTED FLOOR VENTING. /f t 'may ; //... ?ti _ _ - - - - "' BEARING WALL 1 `�� MAIN FLOOR FRAMING PLAN 96A \ . OUTLINE OF WALLS OF FLOOR ABOVE 97 NORTH SCALE: I/A' = I'-0' ., JOST HANGER/ANAL 6�G LOAD BEARING HEADERS TO BE POST 6 4 X 10 UNLESS OTHERW15E NOTED ® SHEET 6 OF IL � D jd design JIM DUNLAP - (360) 982-0535 JIMB•JDDESIGNDRAFTING.COM ROOF NOTES • TRUSSES TO BE SPACED AT 14' O.G. UNLESS NOTED. OTHERUSE. Q� ROOF PITCH MATERIAL SOMPOSITEA'C 542. • ROORNG TYPICAL ovERHANG4 ARE t WITH CONTINUOUS OVERHANGS QtW METAL GUTTER THROUGHOUT. OVERHANGS ON ROOF OF DECK COVERING ARE I]' PRE-ENO. ROOF TRUSSES P ]A' O.G. ( U : ( ; F GA TO DE SIA % 6 WITH CONTINUOUSMETAL GUTTER. a BARGE 1116' CD% OR 09B SHEATHING Q� 3 4 BE 51A x S.FTER9 ON ROOF OF DECK COVERING TO 1N9ULATION BAFFLE W/ COMPOSITE ROOFING SS}W I 4 ? AY ( • ALL BEAMS 4 HEADERS TO BE A X 10 D.F. S] UNG. PU i N AIR SPACE ° 6 PROVIDE SOLD BLOCKING OVER SUPPORTS. ] y f 4' 3.]S1t SLOPE B 3.15717 SLOPE Ali I h 5/4 x i FASCIA 315I I T A I iRU95E41R4FTER9 t0 BE SHEATHED WITH Thti COX CONT. METAL GUTTER OR il�/ _ 1 COS SHEATHING WITH 154 FELT DR BETTER USE p • / 3 j\ �3 ��\ ,Ij PLYWOOD SHEATHING ON ALL SOFRTED AREAS. / \ { \ / k I • PROVIDE ROOF CROSS VENTILATION FOR EACH ( '(I 1 SEPARATE SPACE WHERE APPLICABLE ' :ILL3.IS11 SLOPE 3.]5'1] SLOPE R-45IN4NL, o~ ,� ee - - F- TRUSS NOTES �4 Vra b}U TRUSS MANUFACTURER SHALL PROVIDE DESIGN ] % A SOFFIT RETURN I/Y GWB TYP. t K TO ENGINEERINGAU� AND TRUSSES. COPY O E LA AVNBIEON SITE FOR FRAMING CONT. SOFFIT VENT >;i< INSPECTIONS. uURA TRUSS IX RICANE TIE P E � �,� T • J ALL SHALL CARRY SHA CARRY THE MANUFACTURER'S SOFFIT BOARD OR TAG OECKING STAMP. £ 'Y 111' GWB TTP, O I • ALL TRUSSES SHALL BE STORED, NSTALL£D 4 Idi Y.J 6 STUDS P 16' O.c. Q D W BRACED PER MANUFACTURER'S SPECIFICATIONS, 1116' COX OR 055 SHEATHING � WI R-21 INSULATION a • s • TRU 0 SIDING PER ELEVATIONS yI WITH JT THE APPROvAL OF THE CUMING SHALL NOT BE ALTERED N THE FIELD W OA - ^ AND/OR APPROVED ENGINEERING CAU=AATION5L I- LL % R y p • PROVIDED BY THE TRIMS MANUFACTURER. Z UJ S. R T TRUSSES TO BE SHEATHED WITH 1116' COX OR w TYP. TRUSS/EAVE DETAIL Z w6 PLYWOOD OWING WITH 1O FELT OR BETTER. USE M Z 8 055 SHEATHING THING WITH ON ALL OR SOFFITED AREAS. 1 W PROVIDE ROOF CROSS VENTILATION FOR EACH J RIDGE D SEPARATE SPACE WHERE APPLICABLE. D SCALE: S/W = 1'-0' L �j Q 3.IS12 9LOO ( ATTIC VENTILATION T 3 ATTIC ON REQUIRED- REFER TO IRC R006A N O. No R606.2. Lb Lu Beb.t. PRE-ENG. ROOF TRUSSES P IA' C. 1 l0 9OUARE FOOTAGE Cf ATTIC 9P4cE FOR LOWER ROOF 11 ( AREA S.F. VI6' LD% OR 095 SHEATHING 11501300 . 3.51 S.F. NET VENT AREA REOUIRED. COMPOSITE ROOFING I� .1 PROVIDE HN 11150 OF ATTIC AREA, OR 11300 IF HALF 14 0 Z 514 x 6 FASCIA 3.25 Y ( �I _ p AT EAVE AND REMAINDER 4T D IT ABOVE PLATE N O LINE OPENINGS TO BE COVERED WITH V6' CORROSION CONT. METAL GUTTER RESISTANT METAL MESH OR EQUAL EAVE OR CORNICE O S _ VENT SHALL NOT BE DLOCKED. MANTAN MN I' AIR Z SPACE BETWEEN INSULATION AND ROOF 9HEATUING AT vNMi 3 rn iI I THE LOCATION OF THE VENT. LI 6 VI/ OR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS i 5 W L _aj BLOCKING, HE OU 112'BOl�ETWEEN HOLES H T MESH SCREEN G o F COVERING THE MOILER. BETWEEN EACH TRW9, Ul Ul W - - - 1 OR CLOSED EAVE SOFFIT ME CONTINUOUS SOFFIT W O W U FQU VENTING. Q - Z u.^ ` 1 ® n UU ] X A SOFFIT RETURN FRAME DOWN TO MATCH HEIGHT JI ^ OF EAVE SOFFR — � _ TOVER CONT. SOFFIT VENT J HANGS SOFFIT 50ARD OR TAG DECKING SOFFIT BOARD OR 740 DECKING 3,7512 SLOPE d 3.2YII SLOPE f� HURRICANE TIE P EA. TRUSS f~ BEAM PER PLAN rr }U WRAP I NOTE; TRUSSES AND FLOOR JOISTS SHOWN IN J AT DRAWING ARE FOR SCHEMATIC PURPOSES ONLT. 7 SEES P ]4 O.G. OR TRUSS PLACEMENT, DESIGN AND ENGINEERING now fow TRUSSES REFER TO TRUSS DESIGN 4 9PECIFlCATIONS FROM 2 TRUSS/EAVE DETAIL pRE'ENG. ROOF LAYOUTTRUSS UPPLYREFER TJOISTCOMPANY. FOR FLOOR JOIST C FOR HEADER AND OTHER FR4MNG LAYOUT REFER TO JOIST DESIGN 4 SPECIFICATIONS L W SPECIFICATIONS SEE ENGINEERING 91 FROM FLOOR JOIST WPPUER SCALE: 3/6' = I'-0' Sim cl LL W 1 x 9 OF RAFTERS P ]A' O.C. ( ,� A 0 1116 CDx OR 055 SHEATHING COMPOSITE ROOFING I O _ y BIRD9MwTH CUT VI/ , C. BRA a 2 5/4 X B FASCIA " y��oew"�+rq �F� -� Z_ Z CONT. METAL GUTTER 315 •� ' ,. A` ~ 37964 v rONAL� DRAWN 9V JAD SCALE 1/4' = '-0' U140 JD J09k 1137MC17-DEMM CUT RAFTER TAL MAIN ROOF FRAMING PLAN 3 X o 90FFIr RETURN DATE II/21/2U17 CONr SOFFIT VENT 4OFRT BOARD OR TW DECKING NORTH SCALE: I/4' = I'-0' REVISIONS ROOF FRAMING LEGEND 40FRr BOARD OR T40 DECKING HURRICANE VIE P EA TRUSS BEAM PER PLAN - DEAM/HEADER WRAP UNE OF WALLS BENEATH UNE OF ROOF S RAFTER/EAVE DETAIL - - - - - - HIDDEN UNE OF ROOF w POST H SHEET 7 OF 14 � D jd design O PRE-ENG. COMMON TRUSSES • ld' o.C. JIM DUNLAP 32 (360)3.25 JIMCI DDESI 35 JIMOJDDESIGNDRAFTING.COM FAUX CHIMNEY VENT CHASE R-451NSU -ATION n r ToP GF PLATE TTP. _ PRE-ENG. MONO-TRUSSES N R-45 INSOa ULATION d9 ULATON _ 1 TOP OF PLATE TTP. LIVING ROOM KITCHEN = (ENTRY BETO (MINING BEYOND) MASTER 8 R MAT , HA"AYri u4LLWAYi R-ll INSULATION R-A INSULATION 4 - _.. TOP OF SUBFLOOR TOP OF SUBFLOORILI - TOP OF PLATE TOP OF PLATE _l _ R-ll INSULATION R-21 INSULATION E REG ROOM 6At6 7 5EDROOM Y _ U- T R-T INSULATION C R-T INSULATOJ Fi Z W w Fl 11 TOP OF SIAB TOP OF SLAB w EXACT FOOTING SIZES NOT NECESSARILY m V O O DEPICTED. FOR EXACT FOOTING SIZES REFER i Z R'10 RIGID INSULATION TO ENGINEERING TABLE ON PAGE 53 (TTP) ui THROUGHOUT BASEMENT p BUILDING SECTION A - A 3 �/� SCALE: I/L' = I'-0' N ILI O M p 3 D m3o ARE-ENG. COMMON TRUSSES12 _I- u o r jk ld OC 3]5Ul < ow R-d] INSULATON d Q = Z w N Q d TOP OF PLATE GREAT ROOM 12 - - - TOP OF PLATE TYP. - I R-2I INSULATION L VING ROOM GUARDRAIL CLOSET t Ile MNL GWB O POWDER OPEN GUARDRAILS SHALL - - - HAVE INTERMEDIATE RAILS _ GARAGE F SUCH THAT A d' DIA. SPHERE O U CANNOT PASS THROUGH AT ANY POW — W IF 0 I iR-10 RIGID INSULATION AROUND PERIMETER OF GARAGE SLAB N TOP OF SUBFLOOR R TOP OF SU5FLOO - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - TOP OF PLATE n /\f n/ \r , /\/ \/( V7 CHECK MANIF. SPECS FOR PREFAB R-38 INSULATION _ _ O uOSER PRIOR TO FRAMNG TO CRAWL BPAGE - ENSURE WNOM ABOVE YSLL FIT R-II INSULATION F . 0 R-ll INSULAT DATN 7 HALL _ _ —OJ ��' _ _ NAPNRAL GRA LINE OF RL GRADE M TOP OF SLAB EXACT FOOTING SIZES NOT NECESSARILY DRAWN BY JAD rJ L , c DEPICTED. FOR EXACT FOOTING SIZES REFER SCALE 1// = 1'-0' 040 L - - _J Ot7R TO ENGINEERING TABLE ON PAGE 53 (TYP) JD JOB% 1137NC17-DEMFI CU -le RIGID INSULATION DATE II/21R01? THROUGHOUT 5A5EME W REVISIONS BUILDING SECTION B C3 SCALE: I/L' = I'-0' A8 SHEET 8 OF 14 � D jd design O JIM DUNLAP -- (360) 952-0535 - - JIM®JDDESI GNDRAFTING.COM \IL : HIGH PT. ROOF 'F3.15 _ FAUx CHIMNEY VENT CHASE COMPOSITE ROOF SHINGLES TOP OF PLATE GREAT ROOM T TOP OF TRANSOM WNOOW9 — _ _ - - - - - - _ _ CONT. 514 x 6 BELLYBAND 4016 PIG TTP. _ _ ti:: RBER CEMENT HORIZONTAL ' { LAP SIDING W/ 6' REVEAL TOP OF PLATE TTP. - - - - - _TOP OF WINDOWS _ / \ /< % FASCIA WI CONT. 266 METAL GUTTER FIBER CEMENT BOARD 9ryT SFfT CONT. 5/4 X 6 BELLYBAND w PANELS W/ CHANNELS \ / O Z jr _ _ in 50 (TTP] -- �V O� ❑ i FIBER CEMENT BOARD J \ / PANELS W/ CHAlNEL9 TOP OF SUBFLOOR TOP OF SUBFLOOR — — — — — — — - - — — — — — — — — — — — — — — W - - - - - - - - - - - - — - - - - — - - - — - - - - - - - - - - - til Z PRIMED CEDAR T1G SIDING AT ENTRY w p / \ SOUTH ELEVATION a W OIL SCALE: 1/4' = 1'-0' 3 _ LLI N Z 0 H # w W Qow --- HIGH Pt. OF ROOF p Q F a rc HIGH PT. OF ROOF .- - - - - - - - - - - - - - - - - - _ - - - - - - _ a _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rAQG. COMPOSITE ROOF SHINGLES - _ 3]5 TOP OF PLATE GREAT ROOM - - — — — — — — — — — — — — — — — — — — — — ai- _ Y —TOP OF PLATE TTP. - - -- - / --- ,5020 4WM Tyr. SING ]646 16A6 FIBER CEMENT BOARD - PANELS a PIG PC +* -. .- V+ F \ = 9 e � PANELS W/ CUAtNEL9 - _ _ FIBER CEMENT HORIZONTAL LAP SIDING W/ 6 REVEAL — O TOP OF SUBFLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - -- - - - _- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE - - - - - - - - - - - - = - - - - - = — - - - - _ Q N - - - - _ — — _ — 3d 0 FE uJpr NOTE: DE-EMPHASRE CORNER TRIM PAINT SAME COLOR AS - i ui w UP SIDING AVERAGE GRADE * HOUSE - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ DRAWN BY JAD SCALE i/: LINE OF RE-GRAVE - - - - _ - - - - - - _ �-�V'B — = I'-O' UIIO - - - _ _ JD JOB* 1137NCI7-DEMM LINE OF NATURAL GRADE - - DATE 11/21/2W7 REVISIONS EAST ELEVATION SCALE: 1/4- = 1 '-0' A9 SHEET 9 OF 14 Djd design b x 6 OF POST JIM DUNLAP (360) 952-0535 - Gta FASTENED WI - JIM®JDDESIGNDRAFTING.COM IHICG HANGER 12 WI PT, OF ROOF _ - 514' X b FASCIA W/ CONIC, _ 4 X 9 OF IN WALL (RIDGE - - METAL GUTTER TTP. B _ -^ - EAM H4NG9 FROM E GREAT - - - li LONG 5-02" X IB-II]- GLB . - - _ — — — TOP OF PLATE GREAT ROOM FASTEN TO 0) STUDS MR WI NUCD HANGER 5/!' x 6 BARGE RAFTER ..... i-✓-_.-___. COMPOSITE ROOF SUINGLES - TOP OF TRANSOM WINDOWS 11 -,. •_ _ F\ 1 2m3 Plc TOP - PLATE TYP. ._Y ' - m ,-.� - - - - - - - lXDOFMN 1 B - - - _ _ - - - - _TOP OF wNDOWS / LLONT. 5/! x 6 BELLYBAND _ LONG 51!' X 12 BELLYBAND TYP. _366 9 336i 9H 366 SN 33669H3 . 1 // ) TALL GUARORG •�9Hi PIc NOG wRE RNWNGRBER CEMENT HORIZONTAL OPEN GUARDRAILS SHALL NAVE 0 P LAP SIDING WI i REVEAL -r- INTERMEDIATE RAILS SUCH THAT --- - " ---- - TWR tlG SPHERE CANNOT PASS 1HRGIGH 4T ANT POINT -- 11 - I -I- - - - TOP OF SU5fI C DR TOP OF 9UBFlDOR ~- _ .. . - _ - - - - - - - - z - - - - - - - - - - - - - - --J _ . __ _ . . - - - - - - - - - - - - - - - - - I I _ TOP OF PLATE w TOP OF wNDOW9 NOTE: DE-EMPUASIZE CORNER 2 \ .—: - /] IG 41TN, - -_....... / - - - - - - - - - - - - - - - - - - - - TRIM. PAINT SAME COLOR A9 WICO uANNGER9 G "Fe SIDINGLU / \ \ LL '— /33l6 3346 3 6 \ /G l9! 39lt�' — \L9MT PIG CSHT/ 6 \ 9HT F1C6 C9M j b 6 \ _ / A T / Z \ _ j A AVERAGE GRADE F HOUSE --- \ \ / / _ \ / F _ - - - - - - - - - - - - - - - - _ Z _ . . ..__.._ W UJ TOP OF SLAB C USINGBEAM WING uUCO HANGERS G Q 3 _ NORTH ELEVATION - N SCALE: I/L' = I'-0' zWrr IL 0 3 0 5� Map LU W Qow = Z4 = 6 D u � - TOP OF PLATE GREAT ROOM - - - - - - - - - - - - - - - - 12 r,-,;� , • - - 5 tit .• ❑ - — _ — 1 TOP OF PLATE TYP. •{ - - - -- - lG2B PIG IGie PIC O It 350 SW 3366 9H t44 HOG wRE RNWNG PROPERTY LINE SI — -" - - - - TOP OF9UBFLOOR � _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti _ _ _ - - - _ - - - _ � - - _ _ — TOP of PLATE _._"_ ___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — _ _ 1 W UU a 3 o — _ _ - - � — WNE OF RE-GRADE 4_ a CEMENT NORIZONi4L _ _ — LAP SIDING W/ be REVEAL - - WNE OF NATURAL GRADE PROPERTY ._ n LINE a- ..... . ..... _. ...._ JAD DRAWN BY /1 SCALE 1/.' = I' -0' uNa TOP OF SLAG - - —' JD JOB% II37NCI7-DEMM - - - - - - - - - - - DATE 11/21/2017 i WEST ELEVATION REVISIONS SCALE: IlL- = I'-0- J�p . BRgo - �' P oo AS4, L UPPER FLOOR WEST FACING GREAT ROOM WALL STUDS TO BE (2) 2 X a 16' O.C. �� Im ::, Al 1DNALv SHEET 10 OF 14 ♦O C. BA4p p�Dv WAsyWQC�� n' 2X WALL STUD l O�IONAL� GO 2X6 PT LEDGER W/ (2 ) }" X rn 5" SDS SCREWS @ 16" O.C. Z a TJC37 TRUSS CONNECTOR TO EVERY WALL STUD 0 C I > Z w z af of Z O a� 4) 10 DF Q CC 4T. QVFRHANGqW w o ROOF BN� N HG « ® a=. E. D.C. LAD "TTLOOKERS v ¢ N NOT H FOR 0 NB= ION S� E I I : eu+cE RAnERRTLINAks./ en W �` ° n TRUSS TO WALL CONNECTION a e� al # ' Z # ° LL W I I I (] I J25:12 s1 N .2512 sloe � I m I mus 2x. BRACING Ev W I N W # > mus BLL weu O F o v OI W 4) Ons o > W N ,xl mxsb No xuLmyco.c' V GIRDER } N 325:12slope I 3.25:12 slope R } m } } } u, ei«ux BN — — — U ED p W O _ MORISON AD wGio srvow.0 ON 2X BLOCKING e0 I W W O W �I Ivs wuLiG GceUmuREOUIRi.1 �xA`1 W M LL m Z m > m V HUCQ HANGER I ¢ ag Y z Y as o 0 o w ¢ m GABLE END FRAMING DETAIL TRDSS SIMPSON H7 @ E EACH TRUSS V SCALE: 3/4" = V-0" TOP OF FULL K Io LENGTH SHEATHING S1 EN = EDGE NAILING. Bd NAILS @ 6' O.C. I �� BN = BOUNDARY NAILING, Bd nails @ 124 O.C. w 1 TYPICAL WALL TO ROOF CONNECTION I SCALE: 3/4" = 1 '-0" I 2 + 3.25:12 bIEF I cO 7 INSERT DOUBLE STUD INSERT DOUBLE STUD LLIONS MULLIONS OUTLOOKER PER GABLE END ROOF FRAMING DETAIL S 1 � Fn c� ti U EP 4X1 DF_#2 ! ti ti ® U 4Xt DF# CO X10 F#2 DINT. 4 10 D #2 � m 2 fl ti W N rq I y l ry cs 4 Set rq my 2 T I 4X10 F#2 wp Ga W W 2 v ovERHANOs ,J y I �`; W N � 3.25:f2 sbpa pl J25:12 slope Q Ei � w 0 y r ° fz1 d 9 y 6¢ 00 @ \ / faux cOl"er vent mase I Q 4 .` ca :1 4 � B, LL m \ / OUTLOOKER PER GABLE END Q' F, d .z }y \ ROOF FRAMING DETAIL LU Q. ON m W 7 RIDGE / IS L / \ ED Jsslz em rc — / \ / GIRDER \ / pre eN9 ry Wj INSERT DOUBLE STUD LLeMULLION oZ 2 4 10D #2 0 4X1 DF# CON -. Z W W W Z U _ r W � Q Q C) Tvp. OVERHANGs INSERT DOUBLE STUD J W N [n MULLIONS MAIN FRAMING PLAN ROOF FRAMING LEGEND U O CO O UPPER ROOF FRAMING PLAN ENGINEERING IS BASED ON THE — — — Bsu m AOER 2 > V ARCHITECTURAL ROOF PROFILE. TRUSS SCALE : 1 /4" = 11 - OR ____ LINE OFWALLS BENEATH °D Q SCALE : 1 /4" = 1 ° - O" COMPANY TO ENGINEER FINAL TRUSS UNLESS OTHERWISE NOTED HEADERS TO BE 4X10 LINE OF ROOF H W to Z (n � M Q LAYOUT BASED ON ARCHITECTURAL PLANS. HIDDEN - - - - - - EN LINE OF ROOF ® PoeL S 1 of 4 SHEAR WALL TABLE 1 MIN. THICKNESS PANEL EDGES BLOCKED CONNECTION AT OF EDGE SHEATHING ON EDGE NAILING / LATERAL RESISTANCE (PLF WALL ONE OR BOTH NAIL SIZE FIELD NAILING LOAD TRANSFER SHEATHING OR UNBLOCKED SILUSOLE PL- MEMBERS & SILL oNAs. SIDES OF WALL ® DISTANCE (MAX) WIND SEISMIC ® PLATE SW4 � 16" OSB OR q%2" ONE BLOCKED 8d 3" / 12" O.C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 PLY 1 SW-P a6" OSB OR 1732" ONE UNBLOCKED 8d 6" / 12" O.C. NO 8d @ 6" O.C. 2X (NOMINAL) 300 240 n z SWO 1e" OSB OR 2" ONE BLOCKED 8d 3" / 12" O•C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 N J O (D PLY = COX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. MST48 STRAP TIE MST48 STRAP TIE LU ® NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE. (3) FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW PER DETAIL ON S2 PER DETAIL ON S2 z Z � WITH EDGE NAILING ALONG BOTH STUDS, 0 O ® SWL TO BE CONSTRUCTED SIMILAR TO A CONVENTIONAL LATERAL RESTRAINT PANEL (LRP) WHEREBY THE HEADER IS EXTENDED TO THE OUTSIDE CORNERS. U) ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL Ui w N I I I NOTES: (1 ) AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS, USE " ALL-THREAD/THREADED ROD A-307 WITH A MINIMUM EMBED ` OF 1011. USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH "SET" HIGH STRENGTH EPDXY. CONCRETE MUST BE AT LEAST 7 DAYS OLD. (2) UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SW-P (PRESCRIPTIVE WALL). g (3) ALL CONNECTIONS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.9.1 . MST48 STRAP TIE O I I PER DETAIL ON S2 w w W � N ❑ Use every other mad hen SW4 SW4 m r rn In a row to provide the } ❑ w m W oode-requjem END m J W J ❑ J ceLENGTH ❑ ❑ W ❑ W ❑ - ep SW4 w w ED > Ea n OVa1NI0 pGVelE eNVe USINGf W Q� m z m EL m J s� N xrroxG slmre0ry sos ecREws Q R Y Z y d ❑ U ❑ ❑ W Q N CLEAR J- olw oo. coxnxuau9. SPAN oR usESINF50ry cxwjrAVR�ERNur As nx FJRErvslox IlirV//' GRADE 141 END Exozrr lMUM EMB D. Du LENGTH sTEMWNLS' MIrvIMUM EMaEm. oErrN tanNG PGUBEo 2 Eq Ez FOUNOADON ma . MST48 FLOOR—TO FLOOR STRAP TIE ". (STRAP TO BE INSTALLED DIRECTLY ON TOP OF SHEATHING) n HOLD-DOWN DETAIL NOTE: IF SHEATHING COMPLETELY OVER-LAPS RIM JOIST AREA THEN J\ M5T46'S ARE NOT REQUIRED. 7� x F: Ci 0 ® � N W cas ® CAS Cx~S 0., cDO n b W W C b Z cS q - � to1 ' do N to 119 En UNLESS OTHERWISE NOTED WALL N V SHEATHING IS PERSCRIPTIVE NO SPECIAL SHEAR WALLS OR HOLD DOWNS FL� UNLESS OTHERWISE NOTED WALL � � m •e REQUIRED. SEE SWP IN SHEAR WALL SHEATHING IS PERSCRIPTIVE NO SPECIAL t 4 m cq 0. r� 1ABtr: 1 .00 SHEAR WALLS OR HOLD DOWNS REQUIRED, SEE SWP IN SHEAR WALL 14 SW4 SW4 U ® 0 ~ C Z ~7 _ LU W W Z DU2 HDU2 > U 0� _ LOWER FLOOR SHEAR WALLS HOLD-DOWN HOLD-DOWN q W 0 Q Q SCALE : 1 /4" = 1 - o MAIN FLOOR SHEAR WALLS J 0 N (� I— W SCALE: 1 /4" = 1 ' - 0" 0 w 0 U � � U CO Q Z U) o M Q S2 of 4 Q C.IN BRq� i t Jv 964 • �Rgb511•L4.P� 2X6 STUD WALL , ONASA SOLID BLOCKING REQUIRED BETWEE FIRST THREE JOIST BAYS A35 ANGLES REQUIRED TO CONNECT BLOCKING TO 03 SILL PLATE SEE NOTES BELOW. N z FLOOR JOISTS PER P Z o Ow IM JOIST N J I I I I H V-BARS H-BARS T-BARS 2xs scups 16• o.c. W z i• X 10' A.B. @ 2'-0' O.C. LASHING REQUIRED Tn ix 9EMBED MIN 7' IN CONC. O' _ 4' #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. }• X 4' SIMPSON SDS z W SCREW 16' O.C. ALVANIZEp LUS HANGER O O ECK JOIST PER PLAN (n 2X4 FURRING W/ 2• AIR SPACE WHER BASEMENT IS FINISHED. R-21 LU LU INSULATION in GINS COVER. (21 94 CONT. W (FURRING WALLOPTIONAL) REBAR \\\\/�\\// H A BC D V-BARS GENERAL NOTES: \ O' - 4' 6" B" 4" 2O° FLOOR JOISTS PER PLAN 1 ) FINAL GRADE: LEVEL SIMPSON DTT1Z W/}' 5• LAG SCREW Z OR SLOBING DOWN. T-BARS 4' - 6' 1 O" 8" 6" 24" 2X BLOCKING An INTO DOUBLE TOP PLATE QTY. DTT12 O AS SHOWN AT EACH END OF DEC K. f0 I I I 2) 100 PSF SURCHARGE IS FOR THICKNESS jVAofINCLUDED. ASTEN 2X PT LEDGER WITH (3) Lu 3) A 4" CONCRETE SLAB IS REQUIRED AT FTG. ROWS S (O X 4' UI VALEN SDS 4) REBAR LAP (L-BARS): (2) #4 CONT. REBAR SCREWS (OR EQUIVALENT) @ 16' O.C. W ' N p MIN. 160 FOR #4 BARS •MIN. 20 FOR #5 BARS } H ��i ��/ �� �� n DECK LEDGER DETAIL > W LU W m W cl LU ❑ K cl W ❑ - W Q a tu M 1-- m p Z 2' R' W II L-BARS / ' Q Y W an Y Q O N 4' DIA. PERF TIGHT LINE T-BARS REBAR LAP = 486BAR DIAMETER T-BARS V-BARS mP 4" CONC. SLAB W/ 6X6X1o11 -BARS #4 REBAR WITHIN W W M OVER 6 MIL V.B. AND H TOP 6" OF WALL 4" COMPACTED FILL VmSARS W 4 (TENSI • DIA. PERF TO BE SET ON BACK (TENSION SIDE OF WALL) 2' ORIZONTALS 2 GRAIN PIPE SET MIN. CONCRETE COVER 4 � IN GRAVEL -BARS, SPACING H VERTICALS • " SAME AS V-BARS I on —EA � .F B �F--- C EBAR LAP = 48'BAR 1� 7 WO •, , ' DIAMETER1 . �,,,4L p H43AR$ q' DIA. PERF V' RESTRAINT NOTE: DRAIN PIPE SET (2) #4 CONT. ' 1.) SOLID BLOCKING @ 4' - 0" O.C. WI 10D NAILS @ 4" O.C. FOR 3 JOIST BAYS, IN GRAVEL HORIZONTALS IN FTG. 2,) USE A35 ANGLE PLUS (2) 1.5" LONG SS SCREWS TO CONNECT BLOCKING TO 1 111 SILL PLATE. (TYP.) Z \/ J_ BASEMENT WALL SCHEDULE O LHEIGHT 'HIN VERTICAL HORIZONTAL NREINFORCING REINFORCINGH A B C D V-BARS L-BARS H-BARS T-BARS B 8' 11' 8' H' 30' #4 72' O.C. #4 @ 12" O.C. #4 15' O.C. 84 @ 15" O.C. • NONE ICITY. (1) #4 MONOLITHIC DI9' 14" 8" 1'-2' 36' #4@10' O.C. #4@10' O.C. #4@15" O.C. #4 Q15' O.c. WITHIN WAL hI�- B C f14 Q 4' O.C. &10' 17' 8' 17' 42' #4 @ 10% O.C. #q @ 10" O.C. #4 @ 15. O.C. #4 @ 15" O.C. A`- 18• ABOVE FTG 70P OF WALLD 11' 180 10" 18' 46' #5 @ 10" O.C. #5@10" O.C. #4@12' O.C. #4@12. O.C. #4 @ 24" O.C. lI4 @ 24" O.C. f i x NOTES: 04 12' 20' 10' 20' S0" #5 @ 10' O.C. #5 @ 10' O.C. #4 @ 12" O.C. 114 @ 12" O.C. 1, CONCRETE FC > 2,500 PSI w O)#4 @ 12" O.C. #4 12" O.C. LNI 13' 20" 12" 22" 54' #5 @ 8" O.C. #5 @ B' O.C. #4 @ 12' O.C. #4 @ 12" O.C. 3. REINF STEEL' GR. 60 FOR #5 AND LARGER. GR. 40 FOR #4 r I, w24 4. CONTROL JOINTS TO BE INSTALLED @ 254 O.C. MAX JOINT m FOOTING FOR 4' -AND TO BE an ti (� 4] b W w WIDE X 8• THICK AND STEM WALL TO BE 8' WIDE. C3 r, DEPTH TO BE 25% F WALL THICKNESS. rLb [J� TYPICALQRETAINING WALL FOUNDATION REINFORCING w w � I n BASEMENT FOUNDATION DETAIL w En � LO w N In duo y u co to VJ q no W IL UP W TO HDU2 2X6 STUD WALL XPT OSB POST PE0. PLAN ' CD/OSB CLEAR JOIST PER PLAN 18' OKAY TO USE SIMPSON CNW-5/8" 2X6 STUDS @ 16' O.C. DIA X 10 ANCHOR RIM JOIST CLEAR JOIST TO EARTH 12' COUPLER TO EXTEND ROD, snsE ON Aeuss Posr BOLTS @ Plan O.C. 7" MIN. CLEAR BEAM TO EARTH EMBEDMENT INTO CONC. OPTIONAL #4 CONT. AT TOP DECORATIVE BEVEL 12• SON6TUBE OF STEM WALL 94 CONT. AT TOP SQUARE OR ROUND 4' CONC. SLAB OF STEM WALL g" GALVANIZED THREADED 6• IN. ROD MIN 18" EMBEDMENT — DEPTH INTO STEM WALL. s• IN. zxs P.T. MUD SILL • \/ r DIA. X 10 ANCHOR BOLTS @ 484 O 4) #4 VERTICAL \ 4' DIA O.C. 7' M(N. EMBEDMENT INTO CONC. 0 HOOKS VERTICAL BARS / TIGHT LINE i SEE REBAR TABLE � VERTICAL BARS SEE REBAR TABLE w Ut 2 3" WASHER AND NUT ON i HORIZONTAL BARS \ \� \`/ ORIZONTAL BARS SEE REBAR TABLE Z } SEE REBAR TABLE / �m� Z W LU BOTTOM OF THREADED ROD. U (L' _ AS SHOWN. 4" DIA. TIGHT LINE Q I"' <> 1 " 4' DIA. PERF DRAIN 2) #4 CONT. REBAR Q • (2) #4 CONi. PIPE SET IN GRAVEL 16• U) Z REBAR 4n DIA PERF J LU N In 2 4) 94 REBAR 16' DRAIN PIPE SET Q LLJ EACH WAY IN s " ROD ALTERNATIVE TO SSTB20 A FOUNDATION GDYEL ETAIL n FOUNDATION DETAIL ? o co o Q �8 (� SONG-TUBE DETAIL SCALE: 3/4" = , '-0" c > 0 U �` SCALE: 3/4" = 1 '-0" oD Q LU Ln Z DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S3 of 4 GENERAL STRUCTURAL REQUIREMENTS - 2015 IRC WOOD FRAMING ROOFS oC BR4o ' Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: Unless stick framing Is specified on structural drawings, wood trusses are to be engineered by - P�� opw•xr�,, 76� REFERENCE CODES & STANDARDS FOUNDATION Posts .......................................................... Douglas Fir #2 (D.F.2) a truss manufacturer (MFG'R). International Residential Code, IRC 2015 Allowable Soil Bearing Pressure = 1 ,500 psf Beams .................................................0...... 4X10 Douglas Fir #2 unless noted otherwise Trusses to be checked by truss MFG'R and contractor before installation. -�� 'J ' ................................... Douglas Fir #2 D.F2 Truss MFG'R to be responsible for placement of girder trusses. -•' < /` w� Washington State Building Code Sawn Joists ............. 9 ( ) 37964 ' 9 9 Frost Zone Depth = 18 inches Install triple studs (min.) directly below all girder trusses ( o arLr� • National Design Specification for Wood Construction, NDS 2015 Studs, Sills, & Plates .................................. Hem/Fir (H.F.) or Douglas Fir (D.F.) .. �IO �G - Wood Frame Construction Manual, AWC 2015 Rim Joists (2x Joist) ................................... Same as floor joist material Contractor to install all lateral bracing in roof asxspecified . MFG'R, MAL Code: Cast-in-place concrete materials, placing, and testing shall conform to IBC chapter 19 and or6 Perimeter and bearing wall headers to be 4x10 or x8 D.F2 U.N.O. • Building Code Requirements for Structural Concrete, ACI 318-11 , Blocking ...................................................... Hem/Fir (H.F.) or floorloist material Minimum Design Loads for Buildings And Other Structures, ASCE 740 ACI 318-11 . All overhangs to be as noted on plans (18" U.N.O.) • Steel Construction Manual, AISC 2015 Geotechnical Report: Bradley Engineering strongly recommends that a geotechnical report be Exposed Structural Members ..................... Pressure Treated (P.T.) or Cedar performed by a qualified geotechnical engineer for all land based construction projects. If this Glued-Laminated (dry-use) ......................... 24F-V4 (GLB) Roof slope to be as noted on plans. Minimum slope is Is per 1 ' for drainage. 0) ....................... DESIGN CRITERIA information is not supplied to Bradley Engineering, footings are designed for 1 ,500 psi allowable Glued-Laminated (wet-use) Rosboro Treated 'X-Beam' Over-frame with 2x6 @ 16" O.C. Z soil bearing pressure. Moisture Content: The max moisture content shall be 19% at the time of Installation of Roof ventilation With ridge vent and vented soffit per IBC Table 12.03.2 Z a Earthwork: Locate and protect underground or concealed conduit, plumbing, and other utilities connectors, nails, and bolts for framing members. Attic access shall be provided for attics with an area greater than 30 sq. it and height greater rn DESIGN CRITERIA where new work is performed. Footings shall bear on undisturbed native soils and/or clean fill Pressure Treated Lumber: All members in contact with earth/concrete or exposed to the elements than 30". The minimum opening size is 22"X30". w z om� compacted in lifts of one foot or less to 95% of a modified proctor per ASTM D1557. Soils shall be shall be pressure treated (P.T.). Colorless end sealer shall be applied immediately to the ends of c7 DESIGN PARAMETER VALUE SOURCE g q FRAMING CONNECTORS IY � firm and unyielding. Ail organic and deleterious material beneath the footings, foundations, and members after fabrication and field trimming, treatment is not required for members � O Seismic Design Category •D1 ' IBC 1613 slabs to be removed and replaced with 4" min. crushed rock compacted to 95% relative protected by a roof or overhang (12" minimum overhang required). Cedar may be used in lieu of Risk Category •II• IBC Table 1604,5 Manufacturer: Simpson Strong-Tie construction connectors are specified, however, any nationally LU 9 IY compaction. For sub-grade below slabs, 92% relative compaction is acceptable, typical pressure treated lumber. recognized brand (Silver, KC, etc) may be used provided that they are equivalent in their ability to F Wind Exposure Category 18' IBC 1609.4,3 Rosboro Treated 'X-Beam' shall be used for all a licalions re uirin P.T. lulam beams. Surface Drainage: Finished grades are to be at least 6" below wood siding, Lots shall be graded to pP 9 9 9 carry all applied loads in all orientations. W w n Q Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3(1 ) tZ J drain surface water away from foundation walls. The grade shall fall a minimum of 6Inches within More info: http:/Avww.rosboro.com Installation: All prefabricated items shall be installed in strict accordance with the manufacturer's Design wind Load 16,00 PSF ASCE 7-10 28.6-1 the first 10 feet. If 6 inches of fall is not possible, impervious surfaces shall be sloped a minimum Blocking Provide 2X or engineered lumber full depth solid blocking between oats and rafters at VERTICAL LOAD LIVE LOAD DEAD LOAD �' 9 P 9 1 recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). of 2 percent away from the building. beam and bearing wall locations. Trusses, structural composite lumber, glued-laminated J Roofs 20 psf 15 psi Footings All footings shall conform to accompanying structural details. speciFled footing members, and I joists shall be supported laterally as required by the manufacturers Simpson Connectors: Unless noted otherwise, the following Simpson Strong-Tie construction Z U Floors 40 psi 12 psf recommendations. connectors shall be used: O dimensions are minimums unless noted otherwise. Bottom of footings to be below frost zone (18") rn Decks & Balconies 60 psf 10 psi Bearinq: Use a minimum 2-1/2" bearing length for wood framing members unless noted Post Caps: CBTZ, PCZIEPCZ, BC/BCS w Footing Drains: Footing drains shall be provided at the base of all footings and retaining walls � Ground snow Load 25 psi - otherwise. Use enough studs to match or exceed beam width unless noted otherwise. Post Bases: CPTZ, PB/PBS, ABAIABU/ABW > 12 st which will have earth placed against them. Washed drain rock must extend to within one foot of W Exterior wall - P Glued Laminated Members: Glulam beams (GLB) shall conform to the following standards unless Joist Hangers: LUCILUIU/HUIHUC, HUTF/HUSTF (top-flange) w � Intedor Wall - 10 psf finished grade. Footing drains shall be 4" perforated pipe routed down gradient to daylight, unless noted otherwise: Beam Hangers: HU/HUCIHUCOMGUS, LEG/MEGIEG (top-flange) w N p otherwise specified. Do rn Interior Partition - B psi Lumber ............................................... Douglas Fir-Larch combination, 24F-V4 Rafter Hangers: LSU/LSSU, LRUZ >_ In } > y MENNENotes: Concrete: Mix and 28 day strength unless noted otherwise: > w C3 w m w Laminations ........................................ 2" Nominal Truss and Rafter Connection: H1 , H2.5A, or SDWC15600 at each heel to double plate 00 Zi w 1 . Vertical loads come from 2015 IRC Table R301 .5, Minimum Uniformly Distributed Basement walls, Interior slabs, and foundations not exposed to weather ............. 21500 psi Conditions of Use ............................... Dry-Use Shearwall Holdowns: HDUIDTT with SSTB/PAB. STHD14 or STHD14RJ strap-type W CI W w 9 Live Loads Garage slabs, porches, steps, and foundations exposed to weather ............. . 3,000 psi > •••••• Adhesives ........................................... APA approved moisture-resistant holddowns may be used in lieu of aforementioned holdowns. w m m Z m m =1 Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. Engineered Lumber: Engineered lumber offers certain structural advantages over conventional Floor-to-floor Strap-Ties: HDU2, MST48 qa y Z y 11 6 a 11 DEFLECTION LIMITS Lap all continuous bars 24 X diameter minimum. Reinforcing bars, bolts, anchors, etc shall be sawn lumber. All engineered lumber must be APA approved. Install per the aforementioned codes - Deck Tension Ties: DTZ o 0 w G 0) securely tied in position prior to concrete placement. Reinforcing steel shall be free of rust and g type: :T STRUCTURAL MEMBER LIVE SNOW LIVE+DEAD and relevant manufacturers installation tildes for each t e: Fastener Requirements he number and size of fasteners connecting wood members shall not be coatings which may inhibit bonding. Wood IJoists: Used extensive) m floor and roof framin less than that set forth in IBC Table 2304.9.1 . Roof (plaster ceiling) P24 U360 U240 Y 9• Roof (non-plaster ceiling) U240 U180 Anchor Bolts: Provide long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of Laminated Veneer Lumber (LVL): Built up on site to reduce heavy lifting Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16" dia. 2 Roof (not supporting ceiling) U180 U120 corners with 3"x3"x}" square washers. Parallel Strand Lumber (PSL): Ideal for long spans and cantilevers crown (per Table R602.3(1 ) footnote b). Adhesive Anchors: Epoxy anchors in concrete shall be Simpson SET-XP or Hilti HIT-HY 200-R or Laminated Strand Lumber (LSL): Strong and straight engineered lumber Floor Members - U240 equivalent. Horizontal Deflection (any case) U200 U200 Concrete Pier Pads: Pre-cast concrete pier pads are an easily installed and low cost alternative to Walls Bearing on 1-Joists: Unless otherwise noted, use double joists centered under wall or 1 L/200 son Crete foundations In certain crate pi applications. Such pads may be substituted only t Partitions parallel to floor joists. If perpendicular to joists, provide solid blocking under wall. �2 1 Farm Buildings - _ Wood Structural Panels: APA rated sheathing is required for all wood structural panels. Unless Greenhouses specifically called out in structural drawings. FASTENING SCHEDULE (IBC TABLE 2304. 10. 1 ) 2 U120 noted otherwise, the wood panel for each situation is: Waterproofing: Waterproof basement walls and crawl space foundations below grade. BUILDING ELEMENT NUMBER AND TYPE OF FASTENER LOCATION Notes: Roof Sheathing: 1/2" CDX (recommended) or OSB with ply Gips or T&G, 10d nails at 6"/12" 1 . The above minimum deflection limits are required by the 2015 IRC Table 1604.3. O.C., no blocking required. 1 Joist 1D sill joistor girder Sad mmmon (2-IM 4,113•) toe nag These deflection limits are used unless noted otherwise. CRAWL SPACE Prescriptive Exterior Wall Sheathing: 7/16" OSB or 15/32" CD ply, Bd nails at 6"/12" D.C., no 2 Bridging xS' sus noel 34d monsoon (z-Irz-m.11T) foe nag atSam Spa �d 2. Deflections limits are tightened in certain instances such as long spans (U480) and Vapor Barrier: Cover entire crawl space with class I vapor retardant (eg 6 mil poly film). Extend 6" blocking required. 3 1-xe• aubnoor or lea: m eatl, lob) z4e common (z-1rzxo.113') raw nail ? sliding door headers (U600). up foundation walls. Exterior Shear Wall Sheathing: per shear wall plans. 4 Wider than 1•x6' xubnoor m ,ampiat 3aa common (z-irz5N.113 ) race nag Access: Access shall be provided to all under-floor spaces. Access openings through the floor Interior Wall Sheathing: 1/2" Drywall, 10d nails at fe/12" O.C., no blocking required. s z- aubnDDrmiolsloirgkdar 2-lea common (3-1rz'xo.16r) bgm and law non ? GENERAL REQUIREMENTS shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less Floor Sheathing: 3/4" CD or OSB, IOd nails at 6"/12" O.C., glued & nailed. s sole pateloiidsf or blocking ea (3lrz'm.Isz ) at 1s• o.c. raw pan than l6 inches by 24 inches. .- at braces Wan panel 3-16d (3-IrzYB.162•) at 18. O.C. wag panel (j, Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes Panel Adhesive: Per APA Spec AFrate r Top plate b eWtl 2-i6e common (3-12'x0.162'j erd nag r q Foundation Ventilation: Provide a minimum of 1 square foot of crawl space ventilation per 150 Shear Walls: 3/8" thick minimum APA rated sheathing Is required for all exterior walls. See CS W & Standards listed above. Contractor shall be responsible to Comply With OSHA, State Labor, and square feet of crawl space area. Space vents evenly to provide cross ventilation. Cover with }" (minimum) g q stua fo sole plate 4-ea common (z-IrzxD.131•) toe naa Industry Standards. Contractor assumes full responsibility of construction methods used, safety shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. 6 Stud to sale plate 2-16e common (3-1n5N.162') ene naa E4 0 provisions employed, and the finished condition of the structure. corrosion resistant mesh screen. Stairs: The following elements are requirements for stair construction: s Double studs led (3-IaNO.l6z') at 24. O.C. face nag 'r�yl rJ Construction Personnel: Only competent personnel familiar with construction and safety practices Use (3) 2X12 D.F.2 for stringers 10 Double top plates 18d (3-1rz^i0.162') at 1fi- O.C. rypkal fare nag Ki O 1 relevant to the project should be employed to assemble and construct the work. SLAB ON GRADE Stairways have a required minimum width of 36" °Dahl• lop Plates &16d common (a-1nNo.lsz•j lap spew W 'S Slabs on Grade: See foundation Ian for concrete slab thickness, reinforcement, and finish 11 Blocking between joisWrafters to rip plate Sad common (2-1174.113•) toe nag ~ ® V Construction Methods and Project Safety The project drawings and specifications represent the P Stairways shall have at least one handrail 34"-38" above the nosing of stair treads. Handrails $ ti finished structure and do not Indicate methods, procedures, or sequence of construction. The requirements. may project 3-1/2" from the side of stairway 12 Topjdatlo lop plate ea (2-cM3do e0.11a') alfi' D.C. me naa t. Garage Slabs: Unless noted otherwise, garage slab shall be 4" Concrete slab with #3 rebar at 24" Maintain a minimum 6'-8" of headroom from stair nosing to nearest soffit 13 Top plates, laps one Intersections mon (3.1rz•xD.lsz) raw nee P W cq rA builder must take necessary precautions to maintain and insure the integrity of the structure during 14 continuous neader. IWo plows on (3-irz'x0.162') at tr D.C. abrg edge tb (1; 03 b 2 x construction. Bradley Engineering, Inc, will not enforce safety measures or regulations, nor Will the O.C. each way or 6x6x{$ woven wire mesh, over 6 mil poly vapor barter over 4" compacted Advanced Framinq: Advanced framing is encouraged by B.E. as a cost-effective and structurally a calling joists to date on (2-1W4IIT) toe naa crushed rock. 12" thickened slab with 1 #4 Continuous rebar required at garage opening. ~ owner or designer. Therefore, the contractor shall design, construct, and maintain all safety O q 9 9 P 9 adequate alternative to conventional framing. Advanced Framing shall conform to the 16 continuous header to sued on (z-1rz xa.n3� toe naa W W W W devices and follow all pertinent regulations. Interior Slabs: Unless noted otherwise, interior slabs shall be 4" Concrete slab with 6x6xa woven ConsWction standards outlined in APA's Advanced Framing Construction Guide, 17 Ceiling foists. laps over positions mm (3-1MW 16r) rsrenaa 'J Gal Temporary Support: The builder must provide adequate temporary support to all walls, roofs, wire mesh over 6 mil poly vapor barrier over 2" rigid insulation (where insulation is required) over Studs: For headers from 0-6' long, (2) studs are required (1 trimmer and 1 king stud). For spans i6 Coiling foists to parallel rafters mon (3-IMNO,lor) facenan W �] N N beams, columns, and floors during construction. Design of these supports are not included unless 4" compacted Crushed rock. over 6', use (3) studs (2 trimmers and 1 king stud). Include additional trimmers as specified. 19 Raftermplate on (z-1rz xr1.113•) be pna cq � -� specifically shown. Contractor shall be responsible for the adequacy of all temporary support Reinforcing: Reinforcing bars or woven wire mesh shall be as noted on plans and shall be placed zo 1• diagonal brare to Sam shut and pale mDp (2-irz•x0.113') rare naa (� V d o3� nq systems. 1 -1l2" above the bottom of the slab. DECKS & BALCONIES 211•xa• sheathing to each bearing mon (2-11 x4.113-) few nag Specifications: All notes, call-outs, and details included within this design package are required Drainage: Slabs that drain (garages, porches) shall be sloped e"4" per 1 '. Railings Guardrail to be installed per IBC 2015 when height above rode exceeds 30". Guardrail zz Wider than 1•xe• aheamng to each beaMg 34a common (z-Irz•xa.113•j race nag ry�r1t h m ys p 9 9 23 Built-up comer studs led common (3-1rz'xD.162') at 24' FE ^I 1/1 q TO Q1 Q4 unless otherwise noted. Flatness: Floor slabs shall be level to within }" in any ten foot length. Flatness shall be checked must be 42" high min, with max opening size so that a 4" sphere cannot pass through. Guardrails raw poll atop and w Verification: Verify all dimensions, elevations, and site conditions before starting work. Notify the with a 10 foot straight edge within 24 hours of placement. shall be designed to withstand a 2001b point load applied in any direction and at any location on Bugwp gbder and beams 20d common (4•x0.19r) of 36' O.C. bottom, staggered on NEW owner of any discrepancies. Concrete Topping• If specified on drawings, concrete lopping may be installed over floor joists, the top rail and shall be designed to withstand a uniform load of 50 Ib/ft applied horizontal) to the few saes PP Y 23 facesite at spot and at Conflicts: Notes and details on the structural drawings take precedence over the general notes The concrete topping on a floor shall be installed per manufacturers specifications. The topping top rail. 2-zod common (4•xe.lsz•) aeon aplire and typical details. Written dimensions take precedence over scaled drawing dimensions. All notes shall not exceed 1 -1/2" in thickness and shall be less that 18 psf. Attachment to House: Decks and balconies must be connected to the subject structure as shown 2s T planks 160 common (3-12�0.162') at each bearing fn and details on the structural drawings take precedence over the architectural drawings. in pertinent structural details. A 1 ,500-Ib deck tension tie is required at each end of the deck: zs Coiner neon rafter 3-10d common (rO.14W) few naa Typically, Simpson DTT2Z's are specified. 2T Jack rafters No 3-10d wmmon (3•A.149') toe nag Z Errors: The contractor is responsible to check the plans and site conditions and to notify the y Glulam and Sawn Lumber Headers and Beams W fix diameter of the Sawn Lumber and 2-t6d common (3-12Yn.182') few naa architect/designedstructural engineer of any errors or omissions prior to the start of construction. E tie largest lime of tn) GLB nose zone se Roof rafter to 2x ridge beam 2.16a common (3IMNO.162') tuenaa W UB Tied common (3-1rz'x0 aa.162'1 iawn Changes: Written approval from the engineer of record is required for any structural changes to 03 DA r 014r=l Min. distance from Table A the provided drawings. Changes may be made "in the field" with written consent of Bradley Dr4 Min, dlslarrce team Table 1)<Z• lime may be z9 Joist to bane jdsl 316a common (3-1rz'z0.162') raw non cal In web Dul-sloe 30 Ledger sMp 3-1ed common (3-Irz-x0.16T) few nab Engineering, V q °n o o y ornamned zma - ('IJ C IL- Dr4 (A 31 Stnedural panels, siding, sneaWng, etc Pershearwallplare Z Substitutions: Provide manufacturers approved product evaluation reports and a list of all M W 0 proposed substitutions to the owner for approval before Installation. ` 4 uz ve ' 6• O •• 0 Q 6' W I- v L ABBREVIATIONS Similar work: Where construction details are not shown or noted for any part of the project, the -p Hole size: The node ptam diameter r i not alley. z• Z area shall be constructed in the same manner as similar work shown on the drawings. K 0r 1/101ha beam depth, whichever is smaller. Lr z x D, °, Cones grouped round Lz 2 z L s• s- W W 9 P ~ 6 holes are IlledH (E) Existing DBL Double MAX Maximum SPEC. Spedflratlon Harbin euf (applies too perm minimum no Sol Da notcvr Z FY Modification of structural members: Cuts, notches, and holes bored In trusses, structural = h°leab (applies to all holes Be group perlmeier holes M nobs bry.r (N) Now EA. Each MFG Manufacturer STD Standard � Z �. composite lumber, glue-laminated members, or I joists are prohibited except where permitted by , Engineered Lumber Headers and Beams N nprcs•a exreDl knockouts) m is or square arehol s. ones map Ix• b H W LSL Hale Zone LVL and PSL 2x diameter of the 11J surd or squash holes. mireva. (R) Reuse/Remodel ELEV. Exlewrn MIN Minimum STR'L SbucWml Q the manufacturers recommendations. fn J A.B. Anchor Unit EXT. Exterior NA. NolAppllcable T,O, Top (••' Hole zone largest note (min) Table A - Minimum Hole Distance From Support Z �i W ROUND HOLE SIZE SQUARE/RECTANGULAR HOLE SIZE ARCH'L ArchkeGural FND Foundation O.C. On Center TJI True Joist, I series Scope of Work: The scope of work of Bradley Engineering, Inc. is limited to the vertical and lateral J p = Joisr TJIe BLD•c Building Frc Fooling Opp. Opposite TPL Triple W N In analysis of the subject structure. Bradley Engineering, Inc. takes no responsibility for items not O �- °EPTM :• 3• .- r e1S• r• a%• ++- x• a• .• s• ax- r e;i• „ W D D/3 t1J SLICG Blocking GALV. Galvanized OSB Oaamed Seam Sued TYP. Typical to F. specifically addressed in the calculations, drawings, or call-outs, = I f- J z'D ,•s 1•s z•�• a•$• ss SV� 1 � x•s f so• Z Y) L D3 sx 1 ra' rn• rc ss • 3w 4s so• BM Beam GLB Glulam Beam PL. Plate UNF. UnfinishedOf Completion of Work: Submittal of these structural drawings to the client completes the presentLLI a Sea 1'4• Z4- 3.4• e'-0' r4' s 3•�e- ra• rS BTM Bottom GA Gauge PLY. Plywood! U.N.O. wc•e Npm a„e O W O 210 1'-0' 16 2'-0' 2'-0' 3'4' '4' lr • s 2'41 T4 S' S4' a'4' scope of work and budget of Bradley Engineering, Inc. Other consultation, design, calculatons, m ° ti ad• me ,•s rs rs •s rs rs r4• s rs ss s s4- rs ccG Ceiling G.B. Gypsum edam P.T. Pressure Treated V.B. vapor carder 2 V sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis. Q 3ee ,•s z4• 3•-0' 3.4• 4•s ra• r4• s 3's 4•s s•4• s4• rs cLR clear G.E. Gable End. REINF. Reinforced VERT. Vemcal W GO Q Hole Size: The maximum round hole size For C! 21D r4• ,w• ,•4• t•4• rs z4' 3'4• .a- 2w• zs 44• ra• ss e'4• tZ W toZ Ownership of design package: The calculations, sketches, and other intellectual Information engineered lumber Is 2' far beam depths of a-20'. J ,4• ng r4• ,•4• 1w• •s r4• r4• e4- 4• r4• 3.4• r4• s4• r4• v4' CMU cons M,wnryunn HORIZ. HarizOmal REg'D Required W/ WMpertaining to the project shown herein are the sole property of Bradley Engineering, Inc. Bradley O General Note. J Jae 1'-0' 1'-0- 1'4' 2.4' 3'4' 4'-0' roo4' T4' 4'-0' ro' sS a - r4' CONC. Concrete iNSUL, Insulation S.F. Square Foot w10 Without (, M Q J Plvvm Mb zone xuxeale brMmem era bean• WY unll"rm b•de enly- Q evax' dwen (minhwml almp am 6otipm dnde.00 NOTcar ,cnfoM Mnax. Engineering, Inc. will famish copies of this information to others only with the express consent of J . Bwm not., rah, • Far dmpis span oNknum). uNssuely Del tdro used In residential applications. one naamuse abe need CONT. Continuous INT. Interior scL single wD wood the client. a 9 No titles nonuavcv tide mar be �ooteddme «mar Drum pblspan prprH•d mein r eb, oawbm•IeIM. D.F. Douglas Fir SIM. Similar DnNn,sewd . ��a � e, hnrum «ne.m ..for ., �d �mdb � dnm. S4 of 4 ' ' zap `� I �1 �� • � Mot DEC 15 20i7 (10 design •. D E M M O N P IE S D C E , ALLEY JIM OUNL P .� AA S E (PAVED ALLE*) — — — — — — JIM 982-0535 • JIMOJDDESIGNDRAFTING.COM ADe BUILDING ENVELOPE SIDE I CITY OF ANACO TES 3518 WEST 2ND STREET 'e °ACK 'u° D ANACORTES , WASHINGTON c • • I v olo 4 4Y ♦ V V kv V vlow,, cn v AA 9T11B-OUT PARCEL 10900E I v L W V v v \ WBI "' Y V W •le L y \ / / v PROPERTY INFO . • 1 v v L •; IAWN •V L v v v Nj� v y 1 O p • • :• V ; .B. W SITE ADDRESS: • • PROJECT DESCRIPTION : NEW CONSTRUCTION ONE - STORY W / DAYLIGHT V VWATERFOW � F 66 351I WEST ]ND STREET • BASEMENT SINGLE -FAMILY RESIDENCE I - ' Y Y s`°&s wcelE "' - - rk I W ANACORTE9, WA GI]]I v< '/T11� Z '7 C PARCEI: PINIOII CD < _ In 1 > V v v 1 J• "/ J. . r r a ,LY ' V A99E59oSE TAX UN! 3F: RING-BOG-BIA-BIBB 1 O I /,(y/ DTR' MU, AEU ]], 1WIF ]5, RNCr NI CD ZONING : R2 ] „ I_V lewB9BL Cl \L.R' PARCEL SINE 191N.9 S.F. 60 • NEAREST PRE HYDRANT: •� ]B C5l PSI) APPRO% I ' PROPERTY OWNER / y I 9e DEFMON ISO' NORTHWESTERLY COMMERCIAL, M PMB 551 (CORNER OF OAKES 11 \ / G ] ANACORTE9, W ]T KAN5A9) v yl — t- - - _ - - -.y.. - BUILDING CODES w -- v CONSTRUCTION WILL COMPLY WITH: v I UNE OF F4T IN BNLDING � 9TRUCTIRAL ]0151RC I �\ �� \Y/ i V I SQ . FT. INFO . w MECHANICAL ;0151RC LINE OF ROOF _„ / I low PWMBiNG 015 UPC DUNE OF BULONG \ r\ I I MAN FLOOR CONOwnONED 51 SF. Iot ENERGY / VENTILATION GNUS W9EC V V I \ / I \ I I -3 LWO2 FLOOR CONDITIONED l S.F. j \ I \ \ I - OPAL C01ID;]IOIED TollS.F.F. orI I LL 1 I • � \\ // 1 \� I V GARAGE aI S.F. GENERAL NOTES I ui I \\\ jori i B FRONT PaRaH 9.F. N • HOUSE WILL BE HEATED BY TIRNCE LOCATED IN 0 I_ ' � ° I I \ / I // ` I UNCPIC�ERE ED BACK DECK BACK DECK 116 9 F GARAGE I l 0 V-�• W r - - �\ K ' N y A A . . wUj • IN WATER HEATER TO BE LOCATED IN SAME f 9 LAWNSQUoUI IDCATON A9 RIRNACE � I w ] I J' % \\ I \\ y OUTSIDE FACE OF WALLS OF ALL PINNING w li✓ A. I I ���� \ I \ � y,]]WH 0 SPACE. 9TARWELL9 ARE COUNTED ONCE, m d v .. " I / I �— I ( y ] b APPRO% HALF ON TOP FLODR, HALF ON J I m ly ; PROPOSED \ `\ I, m = BOTTOM Z DRAINAGE NOTES U) 1 1 Ott DED ON CALCULATIONS. GIsmARAGE um Z s g I RESIDENCE I NOT ONM1TED SE ARATLY. • RUIN ROOF f SITE DRAINS IN 4• PVC TIGMUNE AND / \♦ i \\\ 1 ✓- I Y AREA CdLCULATEO SEPARATELY. 0 W RUN TO IN-GROUND DRY WELL LOCATED AT NORTH . r 0 END DIM PROPERTY. y Y - - - - - - - - - - - \\ I \ I • KEEP ORIVEWAYSIPAVED AREAS SLOPING AWAY I . • ,IiI � � I V Y 0 FROM HOUSE. T — — — — — — LOT COVERAGE 1 W .Y o M WI EROSION CONTROL _ _ L I SEE)eIERGREENTREES O BIE 'I5BS.F. O Y. 1 'i'I NNE OF GARAGE I . • y `V 8EE 'LdND9CAPE NOTFS' NOTES , y�y2 ' - - - COVERGFODTPTP S.F. 0 1 { , © EREO FROM PORGH 6R SF. p �J VI 1 ©1 ^`Q. ' GJ © VYJY' /� V BACK DECK 236 9.F. ` G • CONTRACTOR TO INSTALL SILT FENCING ON DOWN I I /I\ w w V y SLOPE SIDE OF ENTIRE EXTENTS OF EACH ME UNDER . - V v , � N ]Il CON5TRIICTDN SILT FENCING TO REMAIN UNTIL ALL "I / \ © / / (G LOP O \ 1I TOTAL: 5 B.F. z m = - CONSTRUCTION 19 COMPLETED AND LANDSCAPE B IN M c�TRiC METER v / \ 3 v v , y, PERCEMACD SSB S 0 PLACE , v / " ; SIT A�CH'ID \, ©I w - v ,/ re/ 16 Z N 3 • M ADOTITON T091T FENCING COVER ALL 1 - / GARAGE \\ " g `V 1 "' N " 2 STOCKPILED 5OL WITH YBOYEEN p� {/,, v '' o BMP C]33 v e -4 / , \\ p / /v' /V/ 1- 5 Ul Y SUIT FENCEhip I y v ' IMPERVIOUS W w ' w LANDSCAPE NOTES I V I — 'y— '— °'t — I SURFACE a � APPROMMATELT 4200 S.F. OF THE T5NN S.F. LOT I yLV - _ -- --- - - - - - -- - . Y-N'• W / e 4 :G WLL Be uNOBCAPED WITH ETHER LAWN OR / 2380S.F. PIAM O9 (TI ED R NS B APPROwMAi6Y 56E OF E . , y L V TOTAL UNDER ROOF S THE LOTI A MNMM OF (5) TREES WILL BE PLANED I •� / v / PAYED OPoV EWAT / WALKWAYS Sl6 SF. ON E LOT, WITiI NO MORE THAN 30S BEING OF THE to TH BMP GII 1 i hl •i •L ) J v �• /yE 1 Y TOTAL' 69.F. SAME SPECIES. EVERGREEN TREES SHALL M M1 BE M CONSTRUCTION ROAD/ AL • �II1AT •FLOW ,'. y y / TALL, WHILEDECOUO 5 TREES SHALL HAVE MN 111]• PARKING AREA u „ CARER AT CHEAT HBGHT. N • ,m Q m 'v �{ . e • PRl3PO9ED • T -6 S SLOIUE J• ,/ T .• ' : •. II .O w . � . . 1 I .. PAVED a ' / / . .1: : :.�'.. v I OR1VEWdT: I / .: Z ENERGY CREDITS C MPG5l — y I VA. FIRE AREA W E11GNAl® CONCRETE > i \ - • WASHOUT AREA W v v I a ,C MAN FLOOR SINCE COY. DEC") ]BIB G.F. 11 • r • a T , , - TM9 RESIDENCE 19 4 MEDIUM dUELUNG UNIT 45BN - 5800 9.F.) I L..N._ _ J • AL * ' x�=^'i LOWER FLOOR SINCE UNDER DECK) 1155 9.F. WHICH W LL REOURE 15 CREOT9 _ • • • . . _ _ _ _ _ as • 0.5 POWER POLE wPROPERTTDUNE ` `_ 1 OPTION OESCRO•ital CUIEOA IA EFFICENT BUYDING ENVELOPE, 1 , / VERTICAL FENESTRATION U • 0.2I FOR EVERT WINDOW / le R IS•�]' W ' CNI • SLAB ON GRADE R"le PEPoMEfER UNDER NOTE: ALL UTILITIES WLL \ 10tomm,m,%%I • UNCONDITIONED SPACE (GARCE) 4 UNDER ENTIRE BE UNDERGROUND O INDING EXTENTB • 1 CONDITIONED SPACE (O"EMENTI BMP G]3 WATER METER 7 z0 m co • ]B AR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0 BOOST. CURB CUT AIR LEAKAGE AT 20 AIR CHANGES PER HOR MAX OR"am mew f N T FE Eel' T DRAWING INDEX Q V ALL HOUSE VENTILATION MET WITH MGM EFFICIENCY BMP CIN5 J \ 5' SIDEWALK DOWN ♦' SILT FENCE Jl 1In FAN NOT IMERLDCKEO WITH FURNACE FAN WI MK CONSTRUCTION ENTRANCE: J \ *AROUND OdIIN SLOPE SIDEf9) SENSIBLE HEAT RECOVERY EFROENCY OF 0.85 SITE PLAN LEGEND PROVIDE 12• DOE X ]0• LONG M NUN) cO14TRUCnaN ACCESS W. 06 3A MGM EFFICIENCY HVAC EQUIPMENT; 1.0 I CRUSHED ROCK BASE w TFY . 2nd STREET I At SITE LANDSCAPE PLAN - ay • S GAS FURNACE WTH MNMUM AFUE OF SALE � GONG DRIVEWAY LOCATION D W • EVERGREEN TREE COVER PAGE Z INE lu • 5c EFFICIENT WATER HEATING: 13 _ _ _ _ _ - _ _ -_ . _ _ _ _ _ _ _ _ _ _ - — _ _ _ 9.A ' _ _ - — _ — _ _ _ AZ FO!gJDyTION PLAN • GAS WATER Wa4 WITH MN .. OF &.�l DECIDUOUS TREE ® A3 FOUNDATION DETAILS TOTAL CREOT9U.1 ONES C , IN 00 SHRUBAS , w A4 MAIN FLOOR PLAN a Im ORNAMENTAL GRASSES SITE 8c LANDSCAPE PLAN A5 LOWER FLOOR PLAN NO:tTH sc 1Ja• = 1•-D• A& MAIN FLOOR FRAMING PLAN Q UPPER DRAWN BY JAD uWN ROOF FRAMING PLAN scALE A5 NOTED JD JOBS 1137NC"17-DEI•)I•t PAVED SURFACE Al MAIN ROOF FRAMING PLAN DETAILS DATE 1112vzln7 RUSHED AGGREGATE GREATER AS DUILDING SECTIONS THAN V BUT SMALLER THAN 67 = GRAVFI/ROCK SURFACE ,,�,,� �• REVISIONS ,._ � 9. Y 6 � � �, ` , � c l� eztz"; S . A9 ELEVATIONS SOUTH Q EAST ;WinePRCPERTT UNE 111►►► '�• V AI9 ELEVATIONS NORTH WEST f y - - - BDLOMG SETBCK•��S V. .M .:n . . .w .n .�. . .�. .�, . UNE OF BLD4 FOOT — . ^•.`/� ` \ '• ' —\ ^s 1'� / � / /�� SI STRUCTURAL DRAWINGS PPoM 14v642 t\ VT &aZP^ V1F�w 52 STRUCTURAL DRAWINGS -- UNE OF ROOF �T•� �� �� 93 STRUCTURAL DRAWINGS CONSTR . 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Pf?tr OP ' NO{2'M1�!'�N _ • PA�UfIG - of M Survey Recordng Act, so the roqueN of pp�1, U of the requ N f Lrow.ea. ��pptt��vvi *lor 6 Ar , INa. BLCX S 701 . 402 u . s . BANIc of WAGH HQrbN aE :' [underAudto ' le Numb 07 'L� �'/}/Lgol �, ` � At7DIT10N TO AnWCDeiL�b . WAtNINQ(T17N • � f.N! ,/'+ OF ro�f.T10h1 'j/ , T '�fi N. e 1 IS, w[MI. �� �4L6 A . S,P / v `�" !' own sr: cDK wt[:✓U�VE /94si LEONARD BOUDINOT d �( 00JE, INC . •au: I ' JEFP,@EY A. S,COp✓E, PE, eNA{ �AhO I CeAlkre No /964T Mte - ZZ - �asEs -�l� or y o FEin soon; CIVIL O IJI MWJMf AND LAID lOAIIEToIIs JOS al ? 21 )t �i r MUNr�/, WASHINcrr»r.J ellc q� 4BlA •o! A. iM !1r•e4 Wad V•moq Weeldrgl•e iAtH7i1 q � D re 3 00 D ^ K E S A V 5 N U E w CASK "oWL%AKWr *j CASE 979 9#> 3 7A .9 B ' 079 . �i A l2 Qv 4. 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Ol-+TaTI1ji�II11i I_PS:LW-^,,LT3SAIlCc7,'Sl(,aY;Zw 1 JIIIIIII G I�I�I 6 T IIl III I -- �'•g91 /OInGqS N,vFC,FvQEt//"—7 Hi��Gs B-C.So 5E O O./N�.SS0sO",;E_fz/z.�0�I=Li 7. 2/SV.G.�3.2EZG-/l/_/v G-fT,ET-ES_77 ONv ._OS EU.2�/T ECzNO_A_ /O .CCeT nS' o / LI WS<FI�OI c G.I,M1 U-2otNTl<5,F c+I�- UL_JAL/_r O_�2tML�E►3. C/-Qtrr�o i`tCG�e�v _>W_z o_I Z1nIl Gr ScrL ne 5 PsL T'1-uyI¢9r- a.tF2atJ�b� Tr(CI- T I- bTEGV I IJ. A- ..I. TJG - H 6 UL YIELD LKINemT A TbP4C4)l1 4C 20 T- r �T T CPWTAlKt ArTET2 . { • CtBAe WITH %ewLLow r% Ab1G O► PILL 40 I I I .4 L f wo r5 ? EL LvJ%% oIJ6 AW¢ 646Gb G7.1 CrW E Gr �2 nd SGALE T - , VICINIY MAr MOTE IWE LCd.AL. r F "Okjr7 RX CACtf 71M44r.T A,Jv L.Or iv#4 kl 011 P"mE: i WWIM: GCICIt%JCO 1!!IAGe5P OIJ THIS 5l/ eKY THE LE I. OerLlSC.r AtJ AE IEIS: rATIOJ CF PLATD LOfS 50 JAS To CCMP7 Il�M TD LNIJIAJM Lbr ACC., FbUCY AS O► 1,AAd`II ?d" 5 M ;ITV Cr /VOTE 70 ti s TOWAaNP 35 JoItTJWA Wkk REVISED -� - 1 I?E:cozd �o� � uJ2� tY ;f;' -CISZEP 'I,JP Ll . �'. BANK OF Wf4G+ 41NC-tTON - �NALLI`� 151 in Ex%RES W9LOGK4 'JbZ , q0og , a{D+s, 1001 Ta1BU 1005, R.AT OF '" NOWTHH12tJ PAGII10IG A01:21wrIDW To AWACOOETWos , WAoWlW4T0KJ ' , WW 114 or CEG IcW ?E, T35 ►J, W2 W Ir, 1IJI1 O" BY SCE. DATE: /UNE /994 LEONARD BOUDINOT a SKODJE INC. �: CIVIL ENGINEERS AND LAND SURVEYORS LFIFLDeoac : ` Rr. MI`7 W3 S. 1d SInN, Mounl tartan, Wuhlnptan 33"751 JOE "M: q 2 2 2 B io L,M . /(l auva,4) Ob J Ci H$ET 2 CP �J M. 0 G o071 Block 1003-Tract A IF IF IF I F IF All of Lois i and 2 and the East Had of Lot 9 eN in Block 1003 of the Plat of Northern Pacific Addition to Mtecortes as recorded n Volume 2 of Plats, page 9, records of Skagk - = 'L> C- At_L. ' p SG2I ( DN5 cointy, Washington. IF IIF FFkF_ I IF IF stlbek 702.:Ttact A.,I Black 100J-Tract B Al d Lob_:3 end. I ur d the Eaa1,Z0.130 feat of Lot 5 al in Block 702 of 0r Plat of Northern AN d Lots 4 and 5 and the West hag of Lot -9 al in Block 1003 of the Plat of Northam Pacific Additirlii to as as ieca(ded in Volume 2 of Plait , papa 9, records of Skagit Pacific Addition toArwcortes as recorded in Vokxna 2 of Plats, papa 9, records of Skq$ County Weahington. Couriy' Wasttirglon. Hoek 702-4rot4 f' - Block 1007-Traci C AN d Loh 0 and 7 and Iha Well 10.od leaf d Lds nd Mite East 10,00 last of Lot B al IF All d LDh and and East 1►ag Of Lot 8 al n Mock 1000 d tin Plat d NarM+arn n Mock 702 of MN Mtkt1( l4orYtem Ir�olfie Addition to MacsMe as recorded in Vokxne Pacific Addition to Anacorwe as retarded in Vokow 2 of Male, papa 96 records d Skagit 2 of Plate, page 9, recordo of Skagit CoixMy; wttn�twgicn Courtly' Wastartplat' Mode 902-Trod AFIFO IF block 1003-D AN d Lots 1 and 2 and the East hall of ld 3 uM n Bbcl '902 d ttn' I'lat.d Northern IF AN of Loh 9 and ro and the West half of Lot e M n Mock 1003 of this Plat of North rn IF Pacific Addition to Macortes as recorded n Vokune 2 d PIMs, papa 9, records of Skagit Pacific Addition to Anacorles as recorded in Volume 2 of PWs;F~ % r*=ds of Skagit Courtly, Welhirglon , County, Washington. IF IF IF Block 902-Tract B - Block t0D4— Lai s AN of Lots 4 arld 5 and the West had of Lot 3 act in Block 902 d. the Plat of Northern IF AN of Lots 1 and 2 and the Ent had of Lot 3 M In block 1004 of Ill Plat of NortMrn Pacific Addition to Macortes as recorded in Volume 2 of Plats; page91,records of Skagit Addition to MacMes as recorded in Volume 2 of Plats, papa 9, records ofSkagit County, Washington . _ County, Washington. Block 902-Tract C IF Block 11M4- Lo , e AN of Lots 6 and 7 and the East had of Lot 8 all in Block 902 of the Plat of No " IF --. AN of Lots 1 and 5 and the West had of Lot 3 all in Block 1004 0l the Plat of Northern Pacific Addition to Macones as recorded in Volume 2 0l Plats , page 9, records of SkagitPacifc Addition to Macones as recorded inVolume 2 0l Plats , page 9, records of Skagit County, Washington, County, Washington, Block 902-Tract DIF Block 1004- Lot All of Lots 9 and 10 and the West had of Lot 8 all in Block 902 of the Plat cf Northern All of Lois 6 and 7 and the East had of Lot B all in Block 1004 of the Plat of Northern Pacific Addition to Macortes as recorded in Volume 2 of Plats, page 9 , records of Skagit Pectic Addition to Macones as recorded In Volume 2 0l Plats, papa 9, records of Skagit County, Washington . Count', Washington, Block 90J-Tract A B;itlock t00A-col R :._ IF All of lots i and 2 and the East had of Lot 3 all in block 903 0l the Plat of Northern IF IF AN pI Lots 9 and 10-and the West had of Lot B all n Block 1004 of the Plat of Northern Pacific Addition to Anacortes as recorded in Volume 2 of Plats , page 9 , records of Skagit Countyfic Ad ash(l Ia Anecortes as recorded n Volume 2 0l Plats, page 9, records of Skagit County, Washington. County Wsshtnpton: Block 1005- Lof' i :_:; _ Block 90J-Tract BI. It AN of Lots i and 0 bnd the East b0of Lot -3 act in Block 1005 of the Plat of Northern All of tools 4. and 5 and the West hall of Lot -9 all in03 Block 9 at the Plat of Northern Pacific Addition lo`'Ana_ cartes as're corded in Volume 2:d Plats, page 9, records of Skagit Pacific Addition to Anscories as recorded in Volute 2 of Plals . Pepe 9, records of Skagit County, Washington. CourNy, Washington. Block 903-Tract C Block 100S- Lo, LFIT IF. All of Lob 6 : and 7 end the East teed of Lot a act in Block 903 0l the Plat of Northern AN of Lois 4 and 5 and ton West half oftot 3 allinBlock 1D05 of ltt Plat of Nm*wrn Pacific Addition to Anacorles as recorded in Volume 2 of Plats, pegs 9, records of Skagit Pacific Atidtttxl to Arw,>ortes a! recordAd`h=Volexnrl` 2 d, Mis, .pegrr 9, records of Skagit C County, Washington, County, Washington. Block 1005- Lot 3 Block 903-Tract o - _ IF I AN of Lots 6 and 7 and the East had of Lot 6 act in Block-- 1005 of the - P.Ut d Ntxthern AN of Lots 9 and iv and the West hag of Lot 8 all in Block 903 of the Plat of Northern �f/OTE = Pacific Addition to Anecories as recorded n Volume 2 of Plats, page9 record%. olSkagit Pacific Addition to Anecortes as recorded in Volume 2 of Plats, page 9, records of Skagit County , Washington . nvis sueuEv is a County, Washington. coeeECTio v szievEs _ :,7i7 CD,E.eECT GOT Block 1005- Lot 4 NU NBEe%UG /V BGOCCS Block 1002-Tract A 9�� iGb3 A.vo �005 Bct�c is OF sr� 2VEYs All of Lots 9 and /a and the West had of Lot a all n Block 1005 of the Mal of Northern F- IF I sz - s¢ .eE g7 All of Lois 1 and 2 and the East had of Lot 3 all in Block 1002 of the Plat of Northern `c1< sycur cbcivry Pacific Addition to Anacortes as recorded in Volume 2 of Plats , page 9, records cl Site I µgas r�c��7_ v Pacific Addition to Anecories as recorded in Volume 2 of Plaln , page 9, records of Skagit County, Washington. _ County , Washington. - Block 1002-Tract B IF IF. IF All of Lots 4 and 5 and the West half of Lot 3 all in Block 1002 of the Plat of Northern rtP�yw�ssko0 - 4 �- Pacific Addition to Mecones as recorded in Volume 2 of Plats, page 9, records of Skagit tic ' County, Washington. REVISED k7r dP �U �`� Bmkktoot- Le+ to S U . . BtotNK OF V/ACWHINC� IF ar�kLtiNos C103, 10D? wTV4r.0 1G>� PLA'r0F '* 1.J0FZTwI: 1 9 M41ric. All of Lot 10 in Block 1002 of the Plat of Northern Pacific Addition 10 Macones as tawras - �to f3LTl0 )%Jr 7Z:0 d02 , recorded in Volume 2 of Plats, page 9, records of Skagit County , Washington. AT7DITI0IJ Tb AIJALoszT>a5, 1r {0S►JIfJ(gTl7t.1 ", NW ij�l 150�tON 2�;T31S1J , iC I h=, K g! Zzsjsf °`resr: g�` DAT1E'-Ft4/N,ar­ 1qV4 LEONARD , BOUDINOT 9 SKODJE , INC. 11CALIE: ►� �� CIVIL ENGINEERS AND LAUD SURVEYORS roe to .FIELD BOOR : tJ,G 44, 1 /pet A cos s. tot Strom, Mount Vernn w o , eetli„eton ose-s7s1 44 2 2 2 8 U...f Ito �u.. Oq fo Agsiole=r 3 3 r II DEC 5 2017 � D jd design DEMMON RESIDE H\ 0� [E � _ _ _ _ _ _ 16' ALLEY A LIVE JIM DUNLAP co E WAVED AUd (350J DOESI 33 • e`- _ 4e-e• 5''a pL•• f1,`' J/.L� +/�], `/ry' �}•-y( !r� }`4 _ JIMBJOOESIGNORAFTING.COM SC IO BUILDING ENVELOPE SIDE I CITY O1 A , l .AILi 1•�ES • ( 3518 WEST 2ND STREET SE,D,LK 9ETB ANACORTES , WASHINGTON I - - -- - - -_ - .- - . ■�j_ fI11 �1 I w V w w r r r / - \ O 60. 3N0-OINT lope, 10 inPAR ®� ®O1 I _I v v V W V• r v Y v . DRY wEed N w / 1 r v •L W w v v \ �/ , W U PROPERTY INFO . 1 I v v Y •i LAWN14 Y w v v V L „ a 0 p tf . . ' : I " r r :. a ♦ r r I O 354E .WEST VID PROJECT DESCRIPTION : NEW CONSTRUCTION ONE-STORY W / DAYLIGHT y " wATER)F Owt GI E 5LACORT8, STREET Y SLOPE V. V, V I AWCORTE9, WA 10I21 unde Cc co N ' BASEMENT SINGLE—FAMILY RESIDENCE `A w I r •y J• `l qI .4• /y ASSESSOR'S TAX ACCT.l: ]S09-OB3-OIO-OI00 v •r w w w v v ,. 1• - w / Q1 W NW, SEC l3, TUN 35, RUG: OI l W B I Y /!L PPRCE{. SINE: 1lIO.S S.F. ZONING : R2 doodded / -1 CD oc: NEAREST PRE HYDRANT V— �— �- - �- ter- dood- doodded / •�_ I I PROPERTY ER CO • 0420 (51 PS) APPROX. 1 ".33 004 COMMERCIAL AVE PMB 551 ' NORTW OAKSST I v \ / 1 ��WORN�ER OF CAKES < v V( 4 v ANACORTES. W4 SSlll polod d, III door BUILDING CODES i `\\ /.' CONSTRUCTION UWl COMPLY WITS! I V( I� - - - �TI \ Wool / I V NYE GFF4T I Z BOILING t STRUCTURAL 1015IRC ONE OF ROOF „'S Y I SQ . FT. INFO . IV MECHANCAL 1015, RC / I w PLUMBING 1BI5 UPC ONE OF °IILgNO V r , J \\� /�/ i\\ i i -' MAN FLOOR CONDITIONED 1191 S.F. • ENERGY t VENTILATION 10I5 WSEc V LOWER BOOR CONBRIONED SAI S.F. J 1 \ TOTAL COIa71TIONE0 ]IAI S.F. E cm) \` // I \\ I I Y I LL \ // I J J GARAGE 49l64 'FF. w GENERAL NOTES I \` I I COVERE FRONT D O y l `\ i /added i J Y O I I Cu OERED BACK DECK US S. . Z W • HOUSE WILL 00 HEATED BY WRNACE LOCATED IN VERED BACK DECK i F. GARAGE G •1 K A i CIA • WATER HEALER TO BE LOCATED IN SAME A m I " LAWN 0VI I r - �\\ I \\ 1 O OUTSIDE FOOTAGE NIA MEASURED F Ad TO THE w I ` LOCATION AS RIRN4CE L v w I \ \ -�� y 0 OITSOE FACE OF W4LL9 OF ALL FINISHED / ■ L I _�� / ` I 0 1�ii SPACE 9TNRWEt1S ARE COUNTED ONCE, w �/ I v V I , _—�� \ 1 \ I V' m APPROX. HALF ON TOP RDOR, HALF ON z / \ A m 501TOM. OPEN To 091 m SPACES ARE (� DRAINAGE NOTES N .1 1 I A ly , PROPOSED \ I \\\ I, w „ 9 NOT INCWDED IN C4 CUL4TON9. GARAGE o W Z v i ' RESIDENCE \ \\ I I AREA IS CALCULATED SEPARATELY. . • RUIN ROOF t STE DRAINS IN AN PVC IIGHTONE AND QQ G `!_ r - -I �_ 1 • RON TO N-G VCd ORY WELL LOCATED AT NORTH Y ENO OF PROPERTY. ( r Y - - - - - - - - - - - - \ I �� \ I Y ' co • KEEP DRIVEWAYS(FAVED AREAS SLOPING AWAY I I / -'�'� \ I a LOT FlxOM HOBS : :' '` - - - - - - - 7 - - - - - - � — - - ` - - a COVERAGE \ \ FRONT PORLH - )'; `� 'Y W WideL •y I �?� 1Y Y to EVERGREEN TREES LOT SIE MASS S.F. D ca EROSION CONTROL ` I ONE OF GARAGE I - - - - y� © l�i y y E SEE TANDSCAPE Range GU1UBNa ROUT PORCH Z LDING FOOTPRINT a S.F. 0 NOTES i DI ^ © �Iy BACK DECK - • CONTRACTOR TO NSTALL SILT FENCING ON DOWN I V I © - d3 v /` , N ]ITS S.F. 0 M O li SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER I ., / \ i• 1 PERC m = - CONSTRULTIOLL SUIT FENCING TO REMAIN UNTIL ALL ELECTRIC METER V / PROPOSED `\ © _ v v ' ' J (� L� \ PERCENTAGE l0.0 S O CONSTRUCTION IS COMPLETED AND LANDSCAPE 15 IN V . ON I 4 " ATTACHED \ IOU / �,.// / , rS V Z • N ADOTTION TO SLT FENCING COVER ALL v / i , '! GARAGE \\ m ' �+ , A �i/� 1 i I Ile ~ C Q F ; STOCKPILED SOL WITH VBOUEEN. BM `V ' I , `\ or B / "�L„N v IT W Q O w SLT FENCE I . .- :' ,a w �A / IMPERVIOUSIdol LANDSCAPE NOTES r — '/� °'ham y I SURFACE d a 4PPR0)AMATELT Alee 9.F. of THE T50e SR LOT / r� - - -- - - -- - . S-B- . V, / , r :�V 135 WILL BE LANDSCAPED SCAPED UNTH ETHER LAWN OR Y :"1 •• / y •Y \ TOTAL UNDER ROOF 0 S.F. PLAMED AREAS (THIS 15 APPRGAMATELT IRS OF I / " •• - ' v \ S.F. ' THE LOTS A MINMLM OF (5) TREES WLL BE PLANTED MP G11 O : - / jod T I L PAVED DRIVEWAY t WALKWAYS 35 ON THE LOt, WITH NO MORE THAN 30S OWING OF THE I a L / µ } • l 1 r� /� y I y TOTAL' A]w S.F. SAME SPECIES. EVERGREEN TREES SMALL BE Mold S' I CONSTRUCTION ROADI 0-�J •; • ' , TALL, WHILE DEGDVOB TREES SHALL HAVE MX 11N• PARKING AREA •4 1 I J - - -mm: ', . ' _ / ' �WAT�R'ILOJI t •' •) - '( / 1.- •S Q CALIPER AT CHEST WEIGHT. I v r "ok . PRdPOSED •• I l 6S SLOPE V• /' `'p `dd 0 At B PAVED s - / . .1: lli w ' DRIVEWAS • Ad d. do / " W ENERGY CREDITS I u � . I E FIRE AREALu DESoIATEO CONCRETE do WASHOUT AREA M v v I . • MAIN FLOOR tlNCL COV. DEC") ]060 S.F. Q L - J • LOWER ReacR UNCL UNDER DECK) 11551 S.F. ` THIS RESOENCE 15 A FIEDIUM OUNEWNG UNli U5GG - 5BOe 9.FJ I - = - - - - 3315 Q ^ WHICH WLL REQUIRE 3.5 CREDITS l ` !11lA Plot 14.55 1 1 , II TOTAL' 15 S.F. , S OPTION OGCRTTION CREDRS 0'-O• I V do died CY) 1 IA EFROENT SULDING ENVELOPE+ 0.5 POWER POLE / DRIVEWAY WDTH W 1 VERTICAL FENESTRATION U • 0.15 FOR EVERY WINDOW � - ( PROPERTY ONE A9-O• I5 �- Q SLAB ON GRACE R-10 PERMETER UNDER NOTE: ALL ROUN WLL ? •• • WI UNCONDITIONED SPACE TGARAGE) t UNDER ENTIRE BE UNDERGROUND O BMP G33 fflWATER METER CONDITIONED SPACE (SASEMENT) 10 3 ULONG EXTEM9 O CD ' 10 AIR LEAKAGE CONTRM AND SPICIEST VENTMTION 1.0 E7aST. CURB CUT +7 \ I,OCATOK LOVER W/ STRAW DRAWING INDEX 0 AIR LEAKAGE AT 10 bR CHARGES PER HOUR MAX BMP G05 / \ 5' SOEW4lK OR VI9ONEEN { SLT FENCE U ' ALL NOISE VENTILATION MET WITH HIGH EFRGPNCT 'AROUND I WN SLOPE SDEL9) T 1 FAN NOT INTERIOLKED WITH FURNACE FAN W1 FIX CONSTRUCTION ENTRANCE �- \ .Y SENSIBLE NEAT RECOVERY EFRUENCY OF 0.55 SITE PLAN LEGEND PROVIDE l]' WOE X le' LONG w 1 UvIU CONSTRUCTION ACCESS /� �! I Al SItE LANDSCAPE PLAN o _fl 34 HIGH EFRGENLY HVAC EWPHENit 1.0 W1 CRUSHED ROCK BASE F W. 2nd STREET �7 GIG RNRNACE WITH FA EOUMUM MENRIE OF SAS ed EVERGREEN TRLE CONG DRIVEWAY LOCATION I COVER PAGE d Z • . . - 9.9. ONE - __ I �- _ _ - _ A2 FOUNDATION PLAN I • I K 4 flGENT WATER HEAING: 1.5 ® _ .— _ _� _ _ _ � _ _ — _ _ — _ — _ _� - — o IRS . AS WATER HEATER WTVI MNMVM v OP 0.51 DECIDUOUS TREY wMISS TOTAL CREDITS A.® A3 FOUNDATION DETAILS ��//�� ©Q A4 MAIN FLOOR PLAN d V/ a 9HRU6)Bww AS LOWER FLOOR PLAN - -0 ORNAMENTAL GRASSES SITE & LANDSCAPE PLAN A[ MAIN FLOOR FRAMING PLAN t UPPER BRAWN BY JAD 00 ONOOTH SCALE I1W = 1'4% SCALE AS NOTED ROOF FRAMING PLAN JD JOB* 1137NC17-DEI-IFI Al MAIN ROOF FRAMING PLAN DETAILS DATE 11/21/2017 PAVED SURFACE C"WED AGGREGATE GREATER = AS BUILDING SECTIONS THAN 3• BUT SMALLER THAN i• _ GRAVSJROCK SURFACE REVISIONS A9 ELEVATIONS SOUTH EAST _ — PROPERTY USE AI9 ELEVATIONS NORTH 4 WESTled ICI ' r `1 ` - a y - - - 5UU3iNG SETBACK 51 STRUCTURAL DRAWINGS ONE OF BLOG. FOOTPRINT - 52 STRUCTURAL DRAWINGS - - - . ONE OF ROOF CONSTR. ENTRANCE SECTION — — 54 STRUCTURAL NOTESDRAWINGS Al — UTILITY USE S4 STRUCTURAL NOTES H NO scatE SUIT FENCE SHEET I OF 14