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HomeMy WebLinkAboutStorm Water 1-5 BLD-2017-0620 1514 Latitude Circle - 0' ` Cityof Anacortes a Invoice/Permit #: BLD-2017 0820 � ` 904 6th Street Applied date. 11/27/2017 y ,_ P.O.Box 547 Issue date ( 2/13/2918 s :' Anacortes, WA 98221-0547 Expire date: 008f 2/2019 , 41141111111,417 ai. + (360) 293-1901 Job Address: 1514 LATITUDE CIR Permit Type. Single Family Residence Permit ANACORTES VVA 98221 Project: APN: Remarks: Construct new single-family residence per approved plans Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License #: LANDEGD062D4 General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 1,990.55 Lot Area 8000 Plan Review Fee 1,093.86 1st Floor Square Footage 1346 Mechanical Permit Fees 115.75 2nd Floor Square Footage 896 Plumbing Permit Fee 167.00 Garage Square Footage 433 State Building Code Fee 4.50 Porch Square Footage 310 Sewer Inspection Fee 50.00 Building Valuation 277900 Storm Drain GFC-Residential 1,550.93 Forced Air Furnace <=1 ,000 1 Sewer GFC-Residential 9,206.33 # of Backflow Devices 1 Park Impact Fee 615.00 # of Bathtubs 1 Traffic Impact Fee 900.00 # of Clothes Dryers 1 Total Calculated: 15,893.92 # of Clothes Washers 1 Deposits/Receipts: 200.00 # of Dishwashers 1 Du e:ue: # of Gas Fireplace 1 Total15,693.92 # of Gas Piping 5 # of Gas Water Heaters 1 r i ---t •'ri rr! :-... ICI -1_) # of Water Piping 2 x -, !1, i--+ r- i, # of Hose Bibbs 3 m !l. i_n i- -,; # of Kitchen Sinks 1 fl I- ,r *..1) .-r rl # of Lavatories 4 I� ; 1- ' r J 0 1_.,I .-• I: I r- JD u� # of Other Fixtures 1 r•_1 0• W CI =• IA# of Range Hoods 1 � _' := 1�. -r ,gin �I_ �i y:• i i�1 m I i !-^-i # of Showers 2 - = '-* fi.' =I 0 '.. l i( - if,• of ,Slop Sinks 1 m !;, ID #�� of Ventilation Fans 4 - - CD i # of Water Closets 3 it. r_- rn h• 1 �. :- r•. ' m -,-. c-i I O. ID _Y CD i�i I i i i-rl I-'- a'.. i_n ,_.n ,-•, =t ID IL• i i It,. ij.. _- --I 174 I 0 ~I '.i1 '.`I 71 -17. ,-+ I-.,. ;-r City of Anacortes Invoice/Permit#: BLD-2017-0620 • 904 6th Street Applied date: 11/27/2017 P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 02/13/2018 Expire date: 08/12/2019 ' rf (360) 293-1901 CO2' THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 01M- i.IGNATURE OF OWNER OR AUTHORIZED AGENT ISS BY �� HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 February 9,2018 Paul Ingals City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 1514 Latitude Circle Lot 14, 48 North,House foundation survey layout. 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 Februaruy 9, 2018. House corners were set with hub and tack at 5 foot offsets or as shown on the stakes from the four furthest exterior points 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.S. dale@herrigstad.com I t f. !I- .....-_......-.. j ;t Ennio Ccnlrol14E0 for Ree+Jeneal ConetroOloI-ONaf ; / : .: / i --� eeel�r AnacP OS ..... OT_ 13 A. Nasion Cerro'F.eal Alnnaggn tPmdlux a,nll he In Rana par lho •° e.:i. �, —1 linters L r : n v , . 0 r. .< t T I x J � LANDED GENTRY moved NM➢Inn! h$In any ennslvd:nn Cat, ` \. r 1 .. .. n r rx : N + . B. The erasion cmlml shell to Inspected:OM a dnyantl modlded to 1 SS- met Iho nmaanding ccabMi b ns needed. '�• c S C. I ha sioni drain 5Yslc'p nhall he adorer drily(Sode n /a07•3I•Al -• _SAIR J ( 1 GENERAL NOTE drnlnnlua eynlnns snail Ian cleaned ha Oa nrrapIaneo nl IEn C 1 I : / 213.0 E 1pl r /� ARaberlee prior to emPianen of Ire pve:1. 1_••, _' • OWNER: D. BtahWxed ednslmcdan erlrences end I(Nae ehal'aelnslalled el lee ' GRADE [° `'` r b (pAo p or tensVu:Uon end naelnlalned du*the averan of to \ SD / : ENTRY p-IT i 0PUBLIC _ -. - , • I ,r'rra,Addl'J:nelmmeu•ee to By be n4yh.d sun ammo oaf i. . .. .. ..... ...... .... SRE .... . . .... .. .. ..... ....! 98 A021 BtA>Clrv: \ • '� LANDED �FA�H._YEF! ! • A Y . I':;�- ..,.. ..... JT VI . . IS .. .. > ,S I. � �JJ GJON A ensure het Cll are areas pro key.dean.No wed In nTrAsld 10tY" s •":": • `• 0�'"� • f 89 ly E. ppvwci Sic coz otp n11)dI list bnedrrbed Far Ina(7bdatd.sls➢ly 1 %< c { 1; / =E. `� .n ' x I _... , BUILOI60 wal:cozen al ecven(1)tlays In the dNaeacm sM1:I b=lm q.,Its/ 11 - !/�~ ' •- IOJ.2J' h'nbllixsd alTn IEa apdrr+ed ESC melVods fa>arhg m✓ddnd.sink f , r1A f 7,OJ' -4 x 1ST FLOOR AEA- I,JaJ SF mvornP•�) ' J9.86' 1ND FLOOR ARFiI- F. Twa(1)weoYn nrlo-In the beDnnhg of Ihewalhoxn(Odhkm 1), 1i NLEr PRr ' CII RA PER - / -L , 717rAL FLOOR AREA- 2.2�8 MET his'DOM RAVEL GARAGE AREA- 88T SF nil tiled U neap shall be"Mewed lo Hearn./at he orescar be A dLTER TYPE . .- C.��.�-.�. setae?:as prePamllonWRm.iYmSn nnt•w.Ohfista!S sass•SMbe '`'. { _ ._.. .•.^ .. _ C 1 _ seeded„Rhin one!,)week of the teglnsIna afire vel seasen.A F:' '� 4J PY DRAI _ JLIt1E... :wan Tap of those wee,la be spaded end elms areas to remain ;`1; -al',TW' -..l ..__„ If u emverd:boll by aubmltled'c the Project Me•moer-Tlv➢!sled f � � / IO$ t0,DD' IDI LINE GPAE NNDMillir �.••• �TYR'CAI,btbnege•aan aeulra aEedlnR In FdS!la'I!I!ales IOCMH IO Cfda:1 (•:it ii*Altiod ( TE00'e'JROCe`astern. Pat e s CraDeRlea Callan aree lbject 0. r Be rt r • ._f.. Fnmgtan rn-an Fnnlnn Cn.nlrU vlUnpcn nre wblyd U nT4J'ub ^^,• _' �•*,�',r,r U' .,.,. ... .,,,,, DANCE 71+•J ZONING paimiiimtr EXIST P U D (UNOERL R2J SSW OM Und9r CPoNeI I7 65-Penalllee forVlolalicn.EecT day la m'P'r r COMBINED 1 fly •• AU. SETBACKS IN COAJP SETBACKS eendlderedadlFsrn:AUellon. .��__-_^--_ SUL-YARDS CNOUNES ! _ _ 9DEYAR!)5 WIN 5: T3 • f / g ♦♦, ! 7 5.EAST, SIQEYARD REAR YARD N1N 20' ABBREVIATED LEGAL DESCRIPTION: • 1' f / ♦ �,�•� ,, o FT�oNT DS N 20' Q ♦ 8!,SPctAS' .als_ T1011 FURniNGY1 A`X LOT 14, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 r , ' 1 ♦♦ �5.`3 po�_m n vincTF i HEFCNT.• NORTH, RANGE J EAST, fY,M., CITY OF ANACORTES SKACIT + 1 f 1 ♦ SOIL�� MAx Auo11tD. u ill COUNTY, STATE OF WASHiNGTON. ` • r. ie / r F +•• , - PAroPosEn•DNDm $ r 1 ♦ • P(PmA(RNG DACES PROTIDED� O' f f , 4$ ' • ;� 27N OARAII$ 2IN DRIVEWAY • . La h f 1 �..�� • r ..• 0 !, • / / 1 \ I '' ' 1 LOT COU RAGE .. • PHOPoseo 4" '- - OAFPOE r AREA: BUILDING n / < SCH 4oFyD ! l r N .•J.•... 228+< SF. _ Ci+aIX Ur1E / "_Ti_` ' . �`� i 4 ! 1 I_ LOT AKA: J y i aooD sr i.... f / (s` ,1�' , BACK OF$IV`EY/PI'� / P6R284 COtfRA(iE• / ,'! / ,.v t ' , 70',soon!, REAR R2J74 / 40D0 = no, 1t \ �'I. I + el• '�\ LT,ilDR FR, FRONT t1 I ; YARDHCUSESEWOK l .. '�— i _ IMPERt/IOUS COt/ERAGE I `• ANII.RY EASEMENT .` l t AI�J rr ' 1. r is: f• � y 11/1" :•. ksvia'FL"a'o�o °Fr ntrova $ sD ALxwAr Bsa sP. (; ( .j e 1 4 A d$1 ..... ... .. .... . ........... ... .... _...... .. /� \ . Y .ISIRuaIOX fTB SF. \�. ' 44 J f a}� ,. ( 5 illy 5{IE r 1�p SF. 1 S ---._L.0T P 2.898 SF. E Rn / -'>-'. RIGNT•OF•MAY 7 f r( 1` ..... IJ r !AI AREA. I LTJG { { 0.0D0 SF. / . Ef ' f sCIL si0rJ'1.'t E LOCATOR • PERCENT COVERAGE f / I PLACE CGtVSTRUCTION ,, ; 1I �sns 1?' PUEthi.BILuFt,411 I fen,c12S:FlAsn-.GOVERN FEMCIIIG Afl0711D -"'` t;,_.• $868 COVER J6.21f ` . te PULE 1PENylVuU!1 T EAISTIWJ TPEE AT Fay I�' OUs`.'i181flEAM 81DEDF iti f COVER ri'Iq:pUSTM OLvlll/ f r Dfl1➢U11E➢LVso `� �'. f ' �' � MAtlMUM AILOMO2: Ia0X�F J STOCKPILE f S*QapL EVEIRS Nl7l'JlnN 11 if (TYflCAU. I •a N , T REINGSV JKEO FDT IAOriETI AI �r �: % 1� (1T:' tTWO DAYSJS'*. 1 \ PROPOSED 4'SC'I n 1 ' "' le 70 PVC DRM1III LIVE ........ .. '.. : :D.NO4iH0.FR5 iT8ACK _ (... .... . ....J.. 1-... ............ - IFU.l:TP➢AK&GHAPER •• �} 4 / ._. . ...._ UV EPED NpRT C770.6LOCK 8 GHAVZ \ ! $$CG P�Tb `4 7 mtatt i,: cILTFR TYPE j �I .'f _ ?: P &iERs FENCE I j :,..•'',f1 \ ,, -.,, .. TO alLaIECSOT IEVLNG '`•• +ems \ ' , • 55. /F TO nILOIECI f I �s ((r •,,, •t••.. ( ` .... oPEnlsyL i� 6 I _ J rr• r � r�1•._' :_ + f x` ' �,I /r al: 6. %i "- :L ,.•.;;., , e ' .. . .. . .... .. .. . . .. rr r r i . , OT LINE&PLAT eattooA(JY D cunds�a.Jnen I ...y ... .. .J4.oD' .._.. �,. .. . . .. .�i . 5 - .1'/l ' GRAPHIC SCALE c,r )1 , , t•., I L. \ i I ` .....•-.. (tSS $ {.•.. ..... "PROEOSFDA'$C . �61;➢CI7i• tULCXIR38 L� � PL'C DRPIV LINE "^ TG1J:P05T'COHsiRUCTN.N \ • r s f - $0 ,T4 I SCRCIJRC1IY`AND DEFTH iriyeebr) \ "�* 1 " jN }'Sb7 J spa.-v1.n—.�., a—.�7�s ..r.a NRTIf. SoalN: 1 ltbh B IM1ei 2 ! s,�s�R�_.��r-a�a�_s�•s�a�-r�.i�s..�i�% � s 1 : c � 'r ,1, 1 : Lf 27.4 i. E%ISI r PROP PSa. PUCE COIISTRUCDON FENCIILO \ . ,' 48 NORTH r` AGFAD1 SERVICE yA°WI?EYASINGTDEEAT MAPI unE • uNEPLusEITmlau. — CAMPBELL, 3-CAR LEFT • J2T2 .. ' .: - tailla '28 i 4 .3).2g. �LI ) t . 3 y EROSION CONTROL PLAN Q .:„9: / BIAP C7J7:SILT Ffl+C3 7 S.'rrsT, sla r f • E / ` fi � f PEHV,SEIbRsorula.IHOTO etJILDINGSETBACK LOT '14 - P133672 • 1 PHCTECi DOLYhsiTFEA1A , 4 f•..•`� 17 rf PROPERTIES LOT LINE 1514 LATITUDE CIRCLE (: • r �' ANACORTES, WA r t;° ( 1 SOCK ; � ( ? £+ 1 FI.ATO 4Mt E'TH MHO' � " 1' DEPIGVE0. LG ''t ) r ..... .. -. .._. LOT ; \ DA,E: 1427120IT ( INLET PRCTEC�IC41 �' , ` 7 - i' DME / j 1 VD" PER C22D.ChriBA51N • 1 01 FILTER TYPE f \ ;' \ :'i• i 4 " i r.; r IC CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1514 Latitude Cir Owner: 48 North Anacortes LLC Constructed by: Landed Gentry Development INC Building Permit#: BLD-2017-0620 Date issued: February 13th, 2018 Use Zone: R2 Dated: December 24th, 2018 Authorizing Official: r� Anacortes Planning& Community Development Dept. RY Permit Center I. Ig000w P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 December 13, 2017 Jack Reinstra 504 E. Fairhaven Ave Burlington, WA 98233 RE: Plan Review notes for the proposed New Single Family Residence at 1514 Latitude Circle Please address the following items so I can complete the plan review. 1. Please indicate on the plans that there needs to be a smoke detector outside of the upper bedrooms in the pp loft area. 2. 2015 IRC Table R602.10.1.3 allows maximum Braced Wall Line spacing of 35' for one single room not exceeding 900 sqft. All other Braced Wall Line Spacing cannot exceed 25' for our SDC Dl. There are two rooms that meet this exception;please reduce it to one on the plans and brace the other room/ section accordingly. 3. Please indicate on the plans, in Foundation Detail#5 that anchor bolts need to be installed within 7 times the bolt diameter and 12", which for the 5/8"bolt being indicated on the plans would be 4 3/8"and not 3 %2" as indicated on the plans. Please correct this on the plans. 4. Please indicate on the plans that the dryer vent is required to terminate 3' from any window opening, so that the dryer vent can be installed with this code in mind to avoid moving it later. Please contact me if you have any questions about these notes. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 t,7 ,,_ City of Anacortes Invoice/Permit#: BLD-2017-0620 904 6th Street Applied date: 11/27/2017 `"'r +' P.O.Box 547 Issue date: . ', Anacortes, WA 98221-0547 Expire date: 05/26/2019 4T=._ (360) 293-1901 Job Address: 1514 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: sfr Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360)755-9021 License#: LANDEGD062D4 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 c) —f „ R, F. C_ -0 2 c rr •'' i1:, h�l 0, op 1-+. .. •i' -' CD CO - 1 =•4 '-' 2 r r— 0 nl 1-1 r Z' a• -I 0 *- 11% Ill IJ 1 rn a• t• 0rn THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DATE,FOR IP CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMgNe r . HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL Pi b Sf-?,N0; OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR-'NC .THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER:ZTRit::Otf' LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. if; m ,_:' "- It. r_I CD It. , 'o4 r, SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY C' c_ -n - CD _ t J 1 PLANNING, COMMUNITY, ,�tT y o &ECONOMIC DEVELOPMENT DEPARTMENT -, ) ra @Row SIDENTIAL BUILDING PERMIT APPLICATION t 47,.`�' " , " 3 ) Mailing Address:P.O. Box 547,Anacortes, WA 98221 19, . Office Location:904 6th Street,Anacortes WA 98821 `~, ' 0� J d, 01 Phone: (360)293-1901, Fax: (360)293-1938 CITY OF ANACORTEL PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): :�I4 c T Parcel(s)#: 1� l,4r LA-1(TuDe(-1l!Z(1- u, , )A, cr&2.1L1 P t'336, 2_ Subdivision/Lot#: ) Project Valuation: $ ,,, F T o• N o P7� Lc7 f 4- ®2 4- APPLICANT: 1 Phone: Fax. 1 A- DCc> ge1\ITtz ? D IELDPHEAT tl(4G.. 2 =155^9t7L{ _I Address(Street,City,State,Zip): Mail Address: 504- t• F-A( .1-40uS4-1.P Uw s(.(ce-ron 9 i3'23 PROPERTY OWNER: Phone: Fax: 46 --r4t A- Vt _T s, L-4—C- -1SS-gvzt Address(Street,City,State,Zip): E-MaiI Address: 504- •act10,14AV1~t4• 6o.Rutt?Dhl;(t 9. � CONTACT PERSON: Phone: d . Fax: Jp4 g 1 i\ st A _' 00=1.55-902.1,et� 5.1 Address(Street,City,State,Zip): E-Mail Address: LENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: I eel{2,1VEV- Q21 2R.;Hit Vi lbti, 1(JA c7432;? _ CONTRACTOR:* Phone: Fax: LA oe D 4 ce..14"ti2't D ,1 Gua 1--1 11.,114 C. 3ra0 155-g021 _ Address(Street,City,State,Zip): E-Mail Address: *All Contractors&Subcontractors must have a valid City ofAnacortes Professional License#: Exp.Date: business license prior to doing work in the City. Contact the City's U'` �ce no 1�� 2- S 11 Finance Department at(360)299-1968. Business License#: Exp.Date: PROPOSED WORK: Co I k -c Old" ©tie ,t t.S.e 1-1 t`-&-U L_- t - SI DL Y-j C ox PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: 0 Unfinished Basement 0 1st Floor SQ': 1 1 (p Garage/Carport SQ': c. a� 21'Floor SQ': �j Deck/Covered Porch/Patio SQ': - / p Fire Sprinkler: Yes DI No 0 Lot Area SQ': 04 000 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: 3P4N. 0 , gSt CNISTrz . Owner 0 Agent l ,(specify): Signature: _Date: f `C � 1 Page I of 3 c Y;_ PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ( ,/*at, RESIDENTIAL BUILDING PERMIT CHECKLIST ZMailing Address:P.O. Box 547,Anacortes, WA 98221 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. -.... ' .- - ' , . - t 2 - .'p- --ti.,li ERIVILT TYPE ,, ,J n a $ ,O �; , � � e n._ IVIITTAIG_•O t, . �, QJIl�.EI�EIVT� ro � � �o � ®gl, - re � ra., The mtn ber odic0es then DIM be,r jai I. Cla - ,: �. •a n r copics:for.submittal'(if applicable)., i Residential Building Permit Application 1 1 1 Site Plan(Drawn to Scale& Surveyed— MIMIIIIIII �Q_ ' if applicable) 0 IMi Building Plans(Drawn to Scale) © 2 Reduced Site Plan(11"X 17") 2 isi 1111=1©�_ ME ©� 4 Reduced Floor Plan(11"X 17") 2 _ 111111 ©©© Structural Calculations (if applicable) ©© 2 2 2 Energy Code Compliance(shown on plans) �. Drainage Plan/Small Parcelr Storm water �- © Plan 2 K Landscape Plan IMO . - p �- 1111111 GradingPlan/Cut/Fi11 EI 2 _®�� _ Critical Areas Report(if applicable) © I Geotechnical Report(if applicable) 1 1 11111111©1111111 11111111 Ell PIan Review Deposit(due upon 1 1 submittal) IMIIIIIIIIIIIIIIIIIIIIIIII I. Handouts and Standard Details may be found on the City's website at www.cityo faiacortes.ora 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. Page 3 of 3 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: 1 Elec#: Other#: IZ/ ' Gas Water Heater: #: 1 Location(s): q A -AC!Et I L---- _Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: 3 Laundry#: i Other: ` Range Hood: #: l Location(s): 144 �C �(� R 4.../ ,. Fireplace: Gas#: 1 Elec#: Other:#: Location(s): Li V U .1C1 _ I 4------- Clothes Dryer:/Duct: _ Gas#: t Elec#: Other:#: Location(s): uscu t- c is i_ I — Stove/Range/Oven: Gas#: l Elec#: Other:#: Location(s): l-l Tc:J tJ ! Range Hood: _Location(s): v..,l TCJ+S(`1 Gas Outlet(s): #: 5 Location(s): K.I TCJ-f Et\1 iLl V l NCt (L -V t t 172'-(ig cfe S Other: #: Location(s): TOTAL 1, - PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Cam' igerator water supply(for water/ice dispenser): I o- I �/ Kitchen Sink: y _ Pre e Reduction Valve/Pressure Regulator: L�/ Utility Sink: _ ( (`..t er Service Line: ;J� Tub: 1 Water Piping: Hand Sink: _ 4- L."Clothes Washer: A L.> Shower: "Electric Water Heater: Tank-less? Yes 0 No 0 _ Dishwasher: ckflow Prevention Device: 1 �='- Hose Bib: S TOTAL OUTLETS: I (5 TOTAL OUTLETS: 5 Page 2of3 o�rcY a� Anacortes Planning & Commnnitry Develloijmient Dept, tPermit Center �'�+oos��al P.O. Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer, Building Official, Planning Director FAX(360)293-1938 F119 NOV 2 7 ,2011 291 2 Wa hholilwni Mee Energy Code Simple W.rksheet CITY OF ANACO?:' '_: This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After completing this form, please add all relevant information to your construction plans. PART 1 Whole-House Ventilation: Select one of the following methods. . A. Fresh air will be circulated by the central forced air furnace. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. B. Fresh air will be supplied by wail or window vent ports in each bedroom, kitchen, living room and other habitable rooms along with a whole-house exhaust fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2-3 bedrooms 60 cfm 120 cfm 4-5 bedrooms 75 cfm 150 cfm C. A heat-recovery ventilation system with minimum CFM flow rates as shown in option B. PART 2 Insulation and Windows: Framing Glazina % U-factor Ceiling Vaulted Walls, Efgor 21112 2x6 construction* unlimited 0.30 R-49** R-38 R-21 R-30 R-10 *" R-38 insulation may be used with advanced framing, meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall. EAR"f_3 Air Leakage: The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH). A blower door test will be required. Calculate your maximum allowed rate by using the following: [Building volume(cubic ft.) X 5 (ACH)]/60 minutes= maximum cfm rate during blower door test [ 1 c(f2G-1 -(79 cu. ft. X 5)/60]_ I l (2OG•S1 maximum cfm rate during blower door test ENERGY CODE CHECKUST Section R402.4.1,2 of the Energy Code requires that the building envelope be tested (normally referred to as a "blower door test") to determine that air leakage is within acceptable levels. A leakage of.00030 SLA measured at 50 pascals is considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing. Section R403.2.2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed. Testing may occur at rough-in or post-construction. Testing must comply with standard W S U RS-33. Section R404,1 requires that 75%of all luminaires(lights and lamps) be high efficiency. Section R403.1 requires that a certificate be posted within three feet of the electrical panel, completed by the builder or design professional, and include the following information. R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing, and the air leakage rates from the blower door testing. Other Energy Code items to check or be aware of include the following. ✓/, 6 mil black polyethylene covers the crawlspace area. �/ Water lines in unheated areas are insulated. Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan, if required, with a sone rating of 1.5 or less is installed, with timer or dehumidistat. Exterior doors are weather stripped. Baffles to maintain vent openings in attic are properly installed. ,fr Insulation is installed behind partitions and in corners; fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. I_ Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. f Interior doors are undercut to allow air movement. `/ Exhaust fans terminate outside the building. fShowers and lavatories have 3 gpm flow limiters. SIGNATURE: v • Cc_, For more information contact: City of Anacortes Building Department POBox 547,904 6th Street•Anacortes,WA 98221 360-293-1901 CITY OF ANACORTES "AS-BUILT" 1pl Sewer Storm CONTRACTOR ` `k \R4, PLAT/DTV ION; �'� d 1..\ BLOCK LOT ADDRESS: \ ILA , 0 )e LA CU DATE: IV't ill ' PEWIT# ��.. `ii‘'\ 'tit1) SCALE = Ii STREET PI . I ! 4s \K)WO,‘‘\ *, ' 1 . /IN viiii---' „ .. 1 'g/ If ii t i , , ., I . (.Y\ 1 ' , . . r I , i_ -.1.,............_ i , i , , . I / ...._.m.,..._,-,___ZjI6 ' — ... ' -,-4C....\N'O. . "Sh t L t 3./X . I YAW - . • { LOCATE STREET(S)ON Gaup' MA1 . ' (-IP 4L'tq 1 FEB 1, 2 2018 HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 February 9, 2018 Paul Ingals City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 1514 Latitude Circle Lot 14, 48 North,House foundation survey layout. 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 Februaruy 9, 2018. House corners were set with hub and tack at 5 foot offsets or as shown on the stakes from the four furthest exterior points 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.S. dale@herrigstad.com rfl FEB 2 2018 I //''- - I 11 V. _1 t �-\ 1 i •‘ \ i Iliilill AArmncetre ImlNaeslor RetideVltl CommIWC1-Gtyo1 f'.i. \ l`1fe _.. Ir' � �� . CITY I � - rMIIMINI � : i it ` . / ---------LOT 13 t `=1, A. Erabn Cenbel Oeri lAonoOerenlPmCl7la nh+.bn In atom carton alma '� evaniod olio Wan odor la Oryoa+oNuNm slrrL ` • ! ( I L A F-, IJ GENT RY B. TVA woolen ccnlyd erall be Brooded nave day erg InMdsed to • meat the nncurdlrq caMlgannnrewind 1• 1 1 I. ► II0M! Fs .5VD CON uIIN + IFS C. Tao Venn drain oyxtem rrtali be cleaned bey(6otlbn T-0T,31.AO •", SSfM 1 N. t dmlrnign"Ovine tang be donned Io Iho nsncbnce of inn Chy n' I 1 Annoades piorbneentrame d.IM Cmled l I `; 217A ' GENERAL NOTES 0 GlnNihed mnsrmdian cnhartoe end mod'saoll to I'3LIS&Inc ;- , t ; , EXIST / ' • be0'nni,gol confirm:1o,era maintained OrinJhe AymJvnel the GRADE '' \ "'GD 1 <I yapC:C'HIGx YtStV"U `~'\ �'o -�.- ' LANDED GENTRY pmJ,C.AddIiIonel!reosorn may be+(Rlbed tuck n wash obis b .1: ..\,- / WHL)-tl4,t _}L _ MF7ER• ensum trot nl1 coved amnia or*Col dean.♦5n mbOH Cowed to • f^:. . ^"'^ ^'- ^-•- ..... „, _ ..,,„, ` i' ✓ e+ler aria Cyslmch 1 . . ,..• / ,••• __ .� .....' I,I7000NSiRU�CTION FABURLINGTIWNA 4A£T1 I G. Anyccls mowed net will not be Csh+beC ltr Nm(2)Cafe Mite t u+ r :i .•. •.• ,. . . \ , SS ..... • • ._... ... . �.� ... ,• ad sermne•seven(T)days In he dy Memos oho?beIm•neelaenlx 90TJJ eletAlted*Ph na snrroved ESC m.:lrodn enedl+ .'ruchin .MIHAIc 7 - ♦ 1 I-(360)-763-9021 co•erin0,nib,) I. IT.OJ' BUILDING P. Two(2)woes pier la lee beginning of be:AC ocean iCCaec 1L 1, INLET PR• ' CrIDN PER � 'a I J9.88' ' 'i'+r 1ST FLOOR AREA- 1,3BJ SF ell mite prcoa'son(or he vlowodoenngywedMores:an be �r C?2J BLOCK . RAVEL ,', !j ..�..-_----..•. _ ._-; _—._ IIIIIIIIIE ��� ?NO FLOOR. Ft0 AREA- �B88� smite Jr.I Frcbamlien for winlaf rp+9.015arCed alas LhaR be FLIER TYPE _ - TOTAL FLOAT AREA- GZ7�SF emcee Albin ono II)week of he Copnnlavofhe Mil eetrWn-A I` - —_ `_ - `-•�- ■ Cobh mop of:hose woes to be seeded OM hose Meta b MIMIC '-' •P.ROPOSEO/-6CH •� GARAGE AREA- 83T Sr yr:beMd obeli to submiNed lc the rm et Mono TMPM eel /0�Oe0RAl1Il3NE.. - A r- p 1 zoo — _Manor ones rewire vein lr ndtplcnol AVM In o•der lorroleet < : / I TD 1 40.00' -- 2N.J /C!v' Tnfaoe violent ad ac nit rutile,ced'dno cedillas. 1 T `---. .I C I» rr ()$( 2.00' LOi�MMP' EXIST . G. Penelnee ro•An Eronlon Conlyd Netaily or,ud;oM b n SIM In )' ��� r 'Ovi r ... GRADE ZONING p,U,O NDEALIING R2 FI COD Pro only Crooten 17.65-Pantiles lerNvbCe,t Each ley Is �.r Ve 1600' N ) coTnlMmd a dlgnnint wont" 1' ALL r r r r ..- ..... SETBACKS ilif J 1 lig iir a ♦ `__ WITH SETBACKS ANCE ABBREVIATED LEGAL DESCRIPTION: `, — 40tYAID7S MIN 3; is• COMBINED . REAR YARD ION 20' •LOT 14, 48 NORTH PLAT 8 PUD, SECAON 22, TOWNSHIP 35 ' .\ 6 ; ," I s l� ♦♦♦ ,y=5}',A,,r r1nv�U�� FRONT YARD MIN 20' NORTH, RANGE 1 EAST; W.M.e C1TY OF ANACORTES, SKAGIT J ! I' ff ♦ BlPo T �°.P COUNTY, STATE OF WASHINGTON. �< J 1 ♦♦ 501Lp1' 5 �•, A \ 4A�.+Cr•AllOW:Tk 33' a p, ; , f ♦,, + •, PROPOSED:UNDO ARKWa \\ 11 I! •• ; vA�dE•var/1I —��Y ©S ti ,. - A2N IN 0!PARKING INROORII'�Y ` • , . '' / f . ♦ / .r-.. PRORC'SEDC .. ._J..._.._ ._.-./C._ .__.Iti_.., / SCH 40%'C J / p• -•. -/ GARAGE.......,.............. AFAGE / , GRAINunE �j • H r 1 LOT COVERAGE • \\ / / 1 1 BUILDING AREA: aztpo sr „LL 11 ,•'( •`� ' eAocDrslDE»•nLY ' J I ( i, LOT AREA: ! otgli.EDAINSOr-S67.51q10:1CAKR9 400o SF. fl I` r,j '. `` •.,- + J sjpL I If YaSOUTARD H. PER �/COVERAGE- 8000 2a6X 1 '♦ f/ 0,NORTH. FRONT �� j: J �,(o � SETBACK YAM{LLRf ALLOWED: J7.3S , - I! YARONOEA SETBACK J t �!' _ IMPERVIOUS COVERAGE I • 1�� 7 dUTEIry EASEMENT `��• red +•. ... ' f cTV♦ 1/ ♦ Y..'r ;,..- -�.L.l A \ .m_-.. T 6 Pt*is,. P13N V15161LA1' I \ i, L J `01 -\- 4: IINfocorsTR cnav pLKIYiII+ 6 i II ,.xnueh.t Or PUBLICoJ'•� \ � i BLIllOVNG 9SU SF.• �� SI Y s 118SF11. IN34T-0F.IVAy ( PAR4 IM SF.�EilL firr f e --( •:.,,�„ ' J SOIL STCO/PILE LOCATOR --- A LOT AREA: j (( S17PQ3):SILT FENCE J J I 4}{ .1 _ : 4O0D / T �. CN I' •JS]IV MS sTC CAVERN: i 1 F_VCMGAROUN7IF'N 'I !^ DO.Vx STREAIAR,SOF L I l C:)SAWIP1 PLASTIC CORN r EXISTING TREE AT ^`r•-,, ^ �1t'fNT GO1!IILACE v J y z89s $000 JGu ^ STOOL Sl STORIA EI JTS N10 V4EN 1i,T) GRIP LIRS P.US!' R -+�-., / vtill OM( I ♦ u!WNUu ALLOWED:48.0X II Bb'Y:1AV-0 KEOFORI/ORE {+ awIDAL- ti/^^ 1 ;. - i I' J` !TWO DAYS I) I `\r/ •I, � , ♦ PRoros_G/•scN 4 1 '' •? f;' ee we c6nm LINE �y _....... ..-'..��... 1 ! \ O MLET:RDTECTIONFT "-' `•• . ../ t Il .--._ lax 7x COT :• p _4 CVO.EL'J'_•K A GRAVEL *It /` `` /I I ` •._ _„YARD OARA E SErpACK ' 'i PIL'ERTYPE J -r`t ! �J! •SSCO_ WC01EFE0 I 4 J � BMtP C>:CS:SILTFEHCE J -;,., „.....,, ,- ./. I ear fr •r a/:�• ' II ..,♦ 1 PATIO ;� t NORTH riC: ibla'iblLl FCN;,INS I: TO PROTECT ' 00'A'NST.'+FALI I 4 / I ; L� \ ;7:,..."4:...,....... r r "�` %, 1. Ji . . • .. �� rrwr rr � Ga 0$ rr r1 �' �r�� , __�.l ( ie fl l ^rT,• s• YTJ rrr CURB a GUTTER ' .•rr..., r \ ...,.:........,.. p0. ..... -- _..-. \ LIN-c 8 PLAT 80UNCARY W /jss GRAPHICLE • 34 �,`,� or iii\ km �. I so, aS ` \ 1 i ,. SCALE r a r 1 "'PROPCSFoAC,5CH/0 SNPC101•UULCHIMGd p F�.- �..`\ / !• SSCOI 1 %!C DRAIN UNE 412. C°115TRU'nBN _ /'E 4$4 �s+r�r�.�.e a�e�e�r �r.-I. I S^R TYNNDDEVTN b —Frey -� ! --------------• �� ri• /�. / ♦ -.w I r• r �.r .—r.�.e— r—r•�e�r`�q 1 r ( TN nor ) JJ]A 1 \ --- 1 Aorls. seat: f Inch r B Feet ctitrATDI}I PR. PucEcovsrnucnoNFEhGIncallir , /r I soma ARa�wFMTsmJGmEEaroRIP - '` J 48 NORTH /i 1111E%Us 8'LTr'ICAL). 1 mar M nits CAMPBELL, 3-CAR LEFT i /r<ij J9.89:' d EX ST ` 1! •/! ir. f1 I/ BNF Ct33:61LT FENCE i,6',WEST. SIO - IO .2 ♦e .+ ,i - GRADE / ji I P6RRleIbh SLIFHa.Il1G TO BUROItt0SETBACK j EROSION CONTROL PLAN I PRO'ECT DOeNI6TREAN e i 1 PROPERTIES 1 LOT LINE t -I \ I LOT 14 - P133672 �� 1 > \ / 1514 LATITUDE CIRCLE r..ti. cT I ! ;/ ANACORTES, WA sDce ` I 1 .; r ;I I _-.IT:,_. .--.... .._.. _-. 1 JDB roe; PLAT OF•AB NORTH' 1 r, 1, __,._._-_,.__ ._.. ... . LOT 15 } DESYJNED LG INLET PROTECY ON __. _...._. .. ._.___... _ _ .._.-._ _..a.,4. CRAM r ... .. . OCCB PER C220, CATtFIBASIN . 1 . DATE: 1 V21/2017 FILTER TYPE/1 / ! !I SWEET• t1 of �/n I. 1 .. / •J, \ \ . , • (, 1 01 L tie x W PLANNING,COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET \ wh Mailing Address:P.O. Box 547,Anacortes, WA 98221 cod.";, Office Location: 904 bth Street, Anacortes WA 98821 1 5 2018 Phone: (360) 299-1984, Fax: (360)293-1938 FEB Please use this form to submit revisions or additional information to your permit application. Permit/Project#: Date: 2,— (,�----i Project Name: P. 'C' OF. 41a, N Tt 4 Ligr S Project Address: <A-0e> LAB t-rocar Project Contact: Company Name: �G�c. a 4 wc_ . Contact Phone: (7-7 S5 -9 02.1 (t Contact Email r-Q A.V1�ec� erc r-u .c�►-v� Has the permit been issued yet? ❑ Yes tit No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes Lci No (81.4C1K-e Re? What department(s)is this resubmittal/revision/additional information to go to? ❑ Planning Dept. Pl. 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. g 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: U P -- AT -POOki ATi C t Ltd L Q � C 14-i t CI Are you submitting a full replacement? ❑ Yes C No If not what page#is being replaced?A2.11,A2.-2. Two full sized copies of all revised/additional information is required.Has this been done? 1Si4 Yes 0 No Two 11" X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes 0 No A Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan 5( Building Plans ❑ Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan O Civil Plan ❑ Lot Coverage Calculations - 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan - 0 Survey(Boundary/Topo) O Mechanical Plan 0 Plumbing Plan ❑ Other: -t_ FOR OFFICE USE ONLY: • ROUTED: ROUTED TO: DATE DATE ROITI'ED: APPROVED BY: APPROVED: � Building Dept. (� g7 //^^ ❑ Planning Dept. ❑ Stormwater ❑ Public Works Dept. ❑ Fire Dept. ❑ Third Party Review 1 1 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Consulting Engineer Phone:(360)708-1865 TimG@TimKGarrison.com Structural Analysis: Retaining Walls at Various Locations in Skagit County, WA Client: Landed Gentry Homes and Communities CCI Job Number: T17037 Building Design: Landed Gentry Date: January 25, 2018 f. -11 REV' , 7 1-- - 4 A .' .. , ..0 . .` r ---; rat' L,, L _ i . I< I f rt% 1, i 4' . FEB 15 201 B a ? i. alen . _c) ' „ - wai :-. , .,—.c %'f_ '-i.T `P OF AN.,5 CX.:1;'217' - A vi, 'OR rP //t// t ;;776eic:---- INDEX: Design Sketches SKl —SK2 Callouts and Tables CO1 Standard Specifications B—D Total No. of pages excluding cover sheet: 6 Notes,Disclaimers: ConstructionCalc, Inc. (CCI)takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein.Further,this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). , i I t! t I; ' • i ' i y 1 ' ' ti i F .•' fff I . i .. ..... .. . . _ -. . _± , i ..!i 'I I f ; 7 I. R" ' I , ......... ,--_., - T iI • _ ._ -- - H H - - h H - - - .• I 1 i :: - I .r= : r+ p; •n:••..n....d.., ......... r_ IS.-...i- "d , ' S IIfff ' LPL • I -- ç ; � • _.. I. - : - . i I ± . , 1 : : • . ; • ) I . , . -3.(3.1.ist: 71 Pit 1-1 : i , . y • . 1 _ . • I • 1 y' - - 5 2 t. CraL E i [ 1 : : %yyyyr �/y�}q . ._ . . . ..' - i .± . • 1._ .. . - ; '. .. f.. . . . � V � "V, \ � „ .. j.._... • --_- .. .. _•_. •._ _i .__- •• • • -_•'__•-- VeI �iM • S�V •� .g+ Irm. _ .' .. I_.. ` 1__ . . Cli\ • • • • I _ _ _ _ , CGiry4vni . • -' -- - ._ ..._ . .. .. - . 1 . • i I ! _ g n•>0r .lino -�- , a.rv. ; I ; 1 • I el 14. • • . sa i . _ _. -.._.. _._ `_. . • .._.._ . _ - alas.; ••1i ' i' • •• - .. • . • .. .... - -. • -I " - - - ..._. . .` � e � . . . - _.. . .. . .. .. -: 1 . • 1 ± . J1 1� - - . . . _ _ : 1 S _. • S . _ 1. - . .. - . I I ; i I - 5tL D g-C4c�lki v 3 1 /i . i j S C. 5 a2 PSI 24LLE L F ....t...._.,....... .,„ (.��2 I 11 J !UAt c.5 €7 42.t - I • 1,, .....\, . I w�tt✓+v A�q -TIP li -7:7-71 Rut ; . 5 D5 kg x Pli ;: F ,I `� M1k 6 ` a. T01 ST5 32 -- f Do iez P»4e.c- c.c. 1 - - f cl= 7,- cnt, fsz, Oh f l . Co k4c ) 'E. - K G .,e.r.- ' 70 u -L. C4t 6Q r -G1_ti1`c ELEb �' - co tt.. '�i 0L, _ i5 ao '5"1 �'I AAA. Ld4D•a 2 15, J L , Slar*,rta% 4. f" w/ 1( �- - • 1`�l{ b 41� vo 2 f 54 1Mtelx. low - .: 5 u:- , —Dm elivi. i � ScQ.SwS i p..t. c sLA 3 t i4 LA? Sit , , Ali!N 1 NI /-2-t Kit D l''• I 4 1 / k '° f '. . saw -<,- - - r 4 \ . • 01 / '' 11 . ‘., &.----i-..--=------'--...6k-i4-2 . --A .10 v - -,, , ____ 7 • (I -ii C = us ilt o cs -�ois ret C' � t 1' id y lIN . _c€ E6 .1._. lCanthever Retaining Wall (with slab at base to resist sliding. No floor diaphragm connection at top of wall.) . A B C D E W X Y Z Retained ; Wall Footing Footing Wall Vertical ; Horiz. Footing Footing Ht. Position Width Height Thkness Rebar Rebar Transv. Cont. 0' 4' 5" 18" 9" 8" #4@18" #4@12" #4@18" 2,#4 4.1'- 6' 7" 30" 9" 8" #4@16" #4@12" #4@16" 3,#1 6.1' 8' 10" 40" 10" 8" #5@18" #5@18" #5@18" 4, #5 8.1'- 10' 10" 52" 12" 8" #5@9" #5@12" #5@9" 5,#5 10.1' - 12' 12" 64" 12" 10" #6@10" #5@12" 1 #6@10" 6, #5 Notes: * Columns C, D, E, F, M, N, P, W, X, Y, Z are minimums. May use greater. • * Max gravity load on wall is two stick-framed floors plus roof. * No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. * Concrete fc = 2,500 psi. * Rebar fy = 60 ksi, grade 60 * Min soil bearing = 2,000 psf. * Floor diaphragm must be connected before retained soil is placed against wall. * If"W" bars are spliced, min lap splice = 30". * Behind wall drainage is MiraDrain 2000, washed drain rock, or similar with 3" perf pipe to daylight. ;':raced !"etaining Wall (top of wall IS connected to floor diaphragm) A 1 C u E F G W X Y Z Retained Wall Footing Footing Wall MASA Block Vertical Horiz. Footing Footing Ht. Position Width Height Thickness Spacing Spacing Rebar Rebar Transv. Cont. 0' -4' 10" 28" 9" 6" 72" Not Reqd #4 @ 24" #4 @ 24" #1 @ 24" 3,#4 4.1' - 6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #1 @ 18" 3, #4 6.1 - 8' 12" 42" 10" 8 42" 46" #1 @ 18" #1 @ 18" #4 @ 18" 4,#4 8.1' - 10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" 5,#5 i 10.3' - 12' 12" 60" 12" 8" 18" 18" #5 @ 9" I #5 @ 12" ' #5 @ 9" 6,#5 Notes: — — - * Columns C, D, E, W, X, Y,Z are minimums. May use greater. * Columns F, G are maximums. May use less. *Max gravity load on wall is two stick-framed floors plus roof. *No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. *Concrete fc=2,500 psi. * Rebar fy= 60 ksi,grade 60 * Min soil bearing=2,000 psf. * Floor diaphragm must be connected before retained soil is placed against wall. * If"W" bars are spliced, min lap splice=24". dd * Behind wall drainage is MiraDrain 2000,washed drain rock, or similar with 3"perf pipe to daylight. 0 g Standard Structural Specifications©— Copyright, Tim K. Garrison, P.E. BASIS OF DESIGN—APPLICABLE CODES: Code.The designs herein are prepared in accordance with the 2015 IBC.Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations. There are no calculations submitted with this report. If calculations are desired they may be obtained from the consultant for additional fee. Li IITED SCOPE OF CONSULTANT'S WORK: Consultant. The consultant in responsible charge of the work indicated herein is Tim K.Garrison, P.E., doing business as ConstructionCalc,Inc.,hereafter indicated as``CCI." Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of new reinforced concrete retaining walls of varying heights. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. CCI has not analyzed any other portion of any building,including but not limited to: foundations,beams, columns,walls, floors,floor framing systems,roof framing system,connections,etc. LOADS Following are the loads used for the subject design/analysis: O Roof live: 20 psf. 0 Floor dead: 15 psf O Roof+ceiling dead: 15 psf 0 Exterior wall dead: 10 psf O Roof snow: 25 psf 0 Assumed allowable soil bearing pressure: O Floor live:40 psf 2,000 psf. SELECT APPLICABLE PROJECTS: The calculations, drawings,notes, specifications, and/or tables prepared by CCI are valid only for Landed Gentry designed and built homes in Skagit County where snow load is 25 psf or less.These documents are not valid, are not applicable to, and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. 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. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls,roofs,beams, columns,and floors during construction.Design of same is not included herein. Contractor or owner should check all temporary- G supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 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).For retaining walls that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. FOOTINGS,FOUNDATIONS, SLABS ON GRADE: Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI 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.In the absence of a geotechnical report CCI will make assumptions regarding soil parameters,however,CCI takes no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any kind. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel.All structural fill must be compacted per the following section. Non-Structural Fill: "Non-Structural Fill"is soil(native or imported)without: organic materials; rocks and lumps greater than 3"in any dimension;trash;and the like.If used as compacted fill,it must be compacted per the following section. Compaction:Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical(vibratory or impact) methods. In paved areas and under structures,use structural backfill compacted to 95%relative compaction. When roots,rocks, or other undesirable materials cause over-excavation,fill over-excavation and compact per the above. Foundations,Footings on Soil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than 12". Footing Drains.Footing drains,with washed drain rock or Mira Drain or equivalent extending to 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 downgradient to daylight,unless otherwise specified. STANDARD CONCRETE: Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc= 2,500 psi unless otherwise noted on Plans. Minimum cement content=5 sacks per cubic yard.Maximum water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318, latest edition.Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and/or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. 1) Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content.Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Strength: Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy=60 ksi)unless otherwise specified in the Plans. Splicing,Bending. All reinforcing shall be spliced,detailed,bent, and supported in accordance with the most recent ACI code adopted by the jurisdiction. Site Address /S/ye /v& S1 Building Permit#—St 1 .ZQ )) — O 2 b Department Date Initials Notes Building I / (_ 5df l� G✓ / L l7r ( �C I'll S /l A; r -1 1 /5Ske -Ohe-,.. /`6r.„j j �1X7/0 uil W k 11./ S r2. I cerO,�. i s S LJ read /4 n y ' ��I-.., �an��� YZ7/� 1 fr-Y _3 • �Tc e� k 0 c "\-4 i SS\PA cr /L7/i or ltte771- \2/1,6i f„/Y Fire (`i r-e WC GGL G59 II..av� ?,Ged-r. Z \ _\ *lC e Tc- I( c , Cud Project Inter-Departmental Plan Review Tracking Kc___ ( l / / ..!__ \ t �, i Erosion Control Notes for Residential Construction-City of imli j / -- _ S = / E , Anacodse / / .-.LOT 13 II \117 i- A. Erosion Control Bast Management Practices shall be In place per the / / accepted site plan prior to any construction start. / YYY / \� LANDED GENTRY B. The erosion control shall be Inspected once a day and modified to • ' I NOV 2 I 20114 \ — meet the surrounding conditions es needed. 1 - / -"�-_-_ / i U 71 O�i L•S A N I) COMMUNITIES C. The storm drain system shall be cleaned daily(Section 7-07.3).All 1` SSMH r' / / / drainage systems shall be cleaned to the acceptance of the City of / \ \ Anacortes prior to acceptance of the project. f /'1 EXIST 1 ll / • GENERAL NO TES D. Stabilized construction entrances and roads shall be Installed at the • }} beginning of construction and maintained during the duration of the 1 �I .�%1 GRADE \ r. SD / / BMP C103 HIGH VISIBILITY �/ L, ���y, r t; • \ II OWNER: project.Additional measures may be required such as wash pads to �I i l f LAST IC i'NGE CITY qi 1 A1.4 yy'.,r;,;, ,. LANDED GENTRY ensure that all paved areas are kept dean.No mud is allowed to / / L— —' - -- LIC ( �• 504 E. FAIRHAVEN .., - - — -- - .--_ __ _ ENTRY INTO CONSTRUCTIONF \ "__ enter onto City streets. �. 7 SS SITE ._ __.. p BURLINGTON. WA E. Any soils exposed that will not be disturbed for Iwo(2)days during the _-' _ - "' itilk 'N ( ; +�'. 98233 wet season or seven(7)days In the dry season shall be Immediately J \�\J/I ? 7-(360)-755-9021 stabilized with the approved ESC methods(seeding,mulching,plastic101/41 WM�1 / 103.23' I+ covering,etc.) ' l7.03' I , fir, BUILDING: F. Two(2)weeks prior to the beginning of the wet season(October 1), / INLET PR* CTION PER ,� 39.86' \MigrMIMIN , I 1ST FLOOR AREA- 1'896383 SF all disturbed areas shall be reviewed to Identify which ones can be j C220,BLOCK• RAVEL ' 46:34 �__' 2ND FLOOR AREA- Y „ r TOTAL FLOOR AREA- 2,27� ( FILTER TYPE ,I J seeded In preparation for the winter rains.Disturbed areas shall be WM . / seeded within one(1)week of the beginning of the wet season,A + I - _PROPOSED 4'SCH \ GARAGE AREA- 652 SF sketch map of those areas to be seeded and those areas to remain ` . / f 40 •PVC DRA1Ni1NE___- uncovered shall be submitted to the Project Manager,The Project % e I� 2 00' -.j •� •. Sr TYPICAL Manager can require seeding In additional areas In order to protect �; ' YD S� I 90.00' I LOT LINE 214.3 ilWalif surface • waters,adjacent properties or drainage facilities. l ,' i / DS 22 00' I MP' EXIST ZONING: • 11 G. Penalties for an Erosion Control violation are subject to a$300 to I' • In"' .ir _ r r r r I r r r,r r 16 1 -... GRADE P.U.D (UNDERLYING R2) $1000 fine under Chapter 17,66-Penalties for Violation,Each day is 1 �[ r c / +r r wit:�' +` DS— 00' • - ..� SETBACKS:considered a different violation. jf ® / r r r / o i / 1 .2.,...._ r wix G NAGU,DL/NESMPLfANCEJro1141 ♦ SIDEYARDS MIN 5; 15' COMBINED ABBREVIATED LEGAL DESCRIPTION: z ; o,! ♦® i 7.5',EAST,SIeEYARD REAR YARD MIN 20' ". o r OZ r ♦ CHING 3` BUILDING SETS CK FRONT YARD MIN 20' III LOT 14, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 �\ /41 r ♦ BMP C121g: ONgTRUCTHNIlr '� NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT �, r ♦® SOIL Up}lIT1AND0 ` HEIGHT.COUNTY, STATE OF WASHINGTON. -... rt ,:?/ r ♦ \ 'r Ylr ♦ ; \V I PROPOSED,UNDERS,Ift o / f ♦ rr L_._..__jl I ♦! -l \ PARKING: I \. I ( r DRIVEWAY! I �; iiii41 \, 2AINNGARAGEC2 IN DRIVEWAY \ I r i I .l r /I/ r .,` ; PROPOSED 4' r r--- - / /`' ,r DRAIN LINE �� I N GARAGE LOT COVERAGE \ ". L r I l BUILDING AREA % \ / ` r 1 :PPP 2,284S.F.l l f I / f // / rLOT AREA: I , BACK OF SIDEWALK1 ) 8,000S.F.r k rl _ ! rr r 1 it. ) ' - PERCENT COVERAGE. l 1 !+. II r !t / I 30',SOUTH,REAR • 2,284/8,000 = 28.6% • / �� / I �O rp• �� 1 11011 YARD BUILDING / \ 10',NORTH,FRONT r J r +� ��� h ---.. SETBACK MAXIMUM ALLOWED: 37.5% / YARD HOUSE SETBACK J 1 ' r _- Vs2•y • / \\ Fit`• . Pvt �' / 7 &UTILITY EASEMENTmit x �s ���� , o I J- i IMPERVIOUS COVERAGE I / 7 -.x ir...' �__e�QOj --—_ _ b I as }'LAS BMP Ci10F NIGH CE VISIBILITY O I r 4')Q / - - -- 1 U 1tCUUCh RibK OF PUBLIC O BUILDING: 1,998 S.F. ‘4„ . / 1I ► thy -- / o , ENTRY INTO CONSTRUCTION STEPS/WALKWAY: 58 S.F. / / / LOT LINE& r r' ; LOT 14 / SITE PA770. 144 S.F. 1 41111 RIGHT-OF-WAY / I / pRI ;Ai; 577 SF LINE ! 7 VV��!�\\ i / PORCH ! 7OTAt $895 S.F. \ I SOIL STOCIQbILE IOCATON ( 3 C ildir LOT/ \ i` BMPC233:SILTFENCE r f PLACE CONSTRUCTIONJ • rl 8,OF. PLACE SILTfENCING ON i BMP Ct23: STIC COVERIN- FENCING AROUND PERCENT COVERAGE. DOWN STREAM SIDEOFb. ( r177-11.:1 \!l "(^ x COVER WlTkl PLASTIC OURIN EXISTING TREE AT2,895/B4ODD - 36,2% �•J STOCKPILE 1 I l STORM EVBNTS AND WHEN N•4T ( DRIP LINE PLUS 6' - . -._ I N \ / ,, BEING WORKED FOR MORE T A ! (TYPICAL), 1 MAXIMUM ALLOWED:48.0% J rk ITWODAYS 1PROPOSED4'SCH ! ✓< f', / 40 PVC DRAIN LINE I— - �i}l_ _ _ _ _ Y 20',NORTH,FRONTO INLET PROTECTION PER _ -___-_ YARD GARAGE SETBAC<<220,BLOK&GRAVEL ,l rIILTERNPE I SSCO .1B1' r �� 1. � � -- ` � � �\ NoRr PER1AiETER 51LTFEFdi ING li ky` ` tir� x/Ii TO PROTECTI x�x x ' ' I DOWNSTREAM 14t,,, ' I its, 4 PROPERTIES rr • �r.,� J !I 411 ip r/rrrrrwr� r~r COi DS rr r~�r ''. ' I �� r� 411111'. ! CURB&GUTTER f `' SD YD I / 6.00'-� r r r r�1-.. �� l 1 ... / rrrr rr f 1 N 40 0p, P' \ %I ' OT LINE&PLAT BOUNDARY GRAPHIC SCALE SS / 6 O 3 6 12 l . .. ----PROPOSED_4"_SCH 40 gMP C121:MULCHING& o _\ PVC DRAIN LINE T513.POST CONSTRUCTION o + =�-�—� �x�x�Lx+z.—x x�x�x�+x x�x x SOIL QUALITY AND DEPTH x \kii i ! , x x�x�.x�.x�x..�x.�x.�x��z-.-.x�x,..� 1'�,/ - . II / x�x.�x�..�\ �.x ,-max z�� l ..l ( IN FEET' )_ j EXIST / N / %: Horiz. Scale: f Inch 6 Feet GRAD PROP,4"S5 i PLACE CONSTRUCTION FENCING �, Cr . III / SERVICE AROUNDEXISiINGTREEATDRIP ? . p / I LINE LINE PLUS 6'(TYPICAL), 48 NORTH r 32 t2;— CAMPBELL, 3-CAR LEFT J / 39.86' 204 9 /r"4,14/ , /- 7 EXIST 11111.101.. �„ ! 31.2.5' ' GRADE ;' J l' 44 1 / BMP C233:SILT FENCE 7.5',WEST,SIDE'••. 103.23' \ ' 1 EROSION CONTROL PLAN 11 I PERIMETER SILT FENCING TO BUILDING SETBACK \ i , i' % V / PROTECT DOWNSTREAM I ! `, I. ,' LOT 14- P 133672 / r.... , ! PROPERTIES r LOT LINE • 1 Ii , / \ 1514 LATITUDE CIRCLE /. I / \` ;'' ANACORTES,WA r SDCB / ��_ I ! !+ I rI • r' r• JOB No• PLAT OF"48 NORTH" I r, ,` DESIGNED: LG 1 - _ - - LOT 1 /7 // !f DRAWN: i= INLET PROTECTION SDCB PER C220,CATEHBASIN I / DATE. 11/21/2017 I / Jf FILTER TYPE 1 SHEET �r, !' i I \� , i, ,.. Ir1 of 2 ,_\ l: ! r I \ l i r GC • seei c:\ I, � `,i-4 11 \)11 ei LANDED GENTRY 1J / IIQbrU $ AND COMMUNITIES • ?l` II_ - 2 7 :'20` I I1 t1, 1911% cITv OF l‘N t `I, t . le l • Imo, r t ith St n r I i,:. Lovric•sSea-Craft ° oaK ,Pve 141•• m„ T r ci se: y. I Iti ',Shannon Paint ri 140 -1 n+ ' 4 �i ors'-^6 . r1 � Tool ;, Shannon Point I 0 Marine Center W2°d5i I;3juyi tt limS. .1 3 m W n C i i1 stI t Isl rl. i M: d V' WIN ci 4.1\r • rr _jie as' oso�„,,t1®v SITE LOCATION m 2611) Sr -.a - ,�i s Cud Coppet Fond is �; _ Ship Harbor Inn + (7 a�c`t 4 Crnrttu�rry cy � n n c Lake Park y a 4 e' 1 ro� k• ' 0 * F San Juan Anl.nvs 0 ;9II, ' Sunset Avc suns/A Ave. Solf-Cl‘ '� .. _ 0 D pr"1 9Liga.tiOar Sr fa I Lao Anacottt:, :unti St 41111 II: z. 54• 54 ,,' u. °r'�No%Noy �4a f t,. Airport :z Slut St I o Pt. a ``� Stetlin�i)I ��Y-. 0 1• tQ. Q 9- • Z' `� Sc.. Old Salt's Pell &.tOarkel Q> 5 49 i l vrst,i,n tr TI ANACORTES , WA 1 .Skylfre Marine Centet te1, @�, 14 %% < ,Ac r CI /� ,.. cd JG. 4 cy D6bnn31 If J"/ryPt L I ro 4q 0i� �Y a R 48 NORTH Skyline MAri`nn �:: t� CI CAMPBELL, 3-CAR LEFT Owners Association w "rfit �r4•ria� a awe vet � J �y 1°EG �e��0,,, -oh 'aGoygl t. • eVo Nlr, 'wPay, ,,f J' :iilY C', SITE PLAN n'" ' LOT 14 - P133672 Map data ®2t317Google 1000itl' 1514 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 14 (P133672) 1514 LATITUDE CIRCLE JOB NO: PLAT OF °48 NORTH" ANACORTES, WA DESIGNED: LG DRAWN: DATE: 11/21/2017 SHEET 2 of 2 WINIMI i / .' /I I , lit =_ •1.\ 41111 il ; LOT 13 I / LANDED GENTRY ,, I / ABBREVIATED LEGAL DESCRIPTION: / NOV � 011 s „ „t, , 11( novrr, AND » r cs \� N lI /r r .I r!l/ I /I LOT 14, 48 NORTH, RANGE�T EAST,T & PUD, SECTION 22, TOWNSHIP_. 35 / �- r', �``, ;)/S\SMil 213.0 EXIST SD j COUNTY, STATE OF WASHI GTONI TY OF ANACORTES, SKAGIT` / \ , r,l GENERAL NOTES CITY • rll=ur ',; OWNER: ® GRADE ' / / \ ''1 ---i' LANDED GENTRY I r' h / / 504 E. FAIRH AV N /...‘ / /! SS J I`i r `` 98233 GTON. 1 ‘\ 1 I! A . +� 1-(360)-755-9021 I \ I % 1. W r, / 10323' ;1 ). \ 1I - \\\; a - BUILDING:l7.03 1ST FLOOR AREA- 1,383 SF I — 39,86' I 7.'„I "? \ /__ ,', i 2ND FLOOR AREA- $96 SF 7.• 46:34 \ TOTAL FLOOR AREA- 2,279 SF \\ / ,. / II1,12 j' y++ PROPOSED 4"SCH • `\ \' GARAGE AREA- 652 SF / / l 2 0O' --i 40 PVC DRAIN LINE--.. _ - Imir SITE: 1 � •' YD I I 4o.op' TYPICAL I I RR r I DS 22,oo' LOT LINE 214.3 ZONING: / r I i{e r r _ r r 411 EXIST RU.D (UNDERLYING R2) a SETBACKS: \ / ., , • o -�- -______T�TAGUIDLIN COMPLIANCE • I oill ®® `-----_� SJDEYARDS MIN 5; 15' COMBINED \ / / ,, p,. �♦ 7.5',EASI\SIDE YARD REAR YARD MIN 20' \ 3� 1 •oiI Ift 0® 1BUILDING SETBACKFRONT YARD MJN 2a' / / i / ` `I MAX. ALLOWED: 35' \ 1 =/ if4 I S,• , i I` PROPOSED:UNDER \ \ \ �. l jl �—�•�� >b1�,S / r \ PARKING: A ARK NG SPACES PROVIDED= \ / i DRI70,171_,+I� ,i • 2 IN GARAGE 2 IN DRIVEWAY N1 I f --- / GARAGE \ ,' ; N ' L 0 T COVERAGE / f I \, i j BUILDING AREA: / , I '•••-• I 2 284 S.F. r I ll l `OF SIDEWALK / f ...-PR I t 8 00o s,F. / ! I. i I \ • _i J • I .- y 1 / I / 30',SOUTH, REAR ' PERCENT COVERAGE. / \ 10', ORTH, FRONT i I h ;� I j BUILDING SETBACK 2,zs4/s,aao = 2e.6� 1 y YA}�D HOUSE SETBACK& o i / j J MAXIMUM ALLOWED: 375% 1 FH ` Aft-,1' J 7ILITY EASEMENT ! t / M a IMPERVIOUS COVERAGE I r —• _ I `D w T i - I (� o BUILDING: 1,998 S.F. I I / LOT LINE& I • - ---------___-_ in STEPS/WALKWAY. 58S.F. PORCH: 75168 18 S.F. RIGHT-OF-WAY r ♦ I / LOT 14 I PATIO: 144 S.F. I j ppRIVEWAY. 577 S,F, /I \ ; . /it LINE / �• / f 'PORCH TOTAL: Z895 S.F. LOT AREA: / \ i I ;� PLACE CONSTRUCTION -Al I ,1 8,000 S.F. I \ P bPOSED 4/SCH 40 TREE.FENG ATDRIP LNG NNE PLUS 6' I \\ 1 I PERCENT COVERAGE. ......... �\ llitiP DRAIN UNE I (TYPICAL). 2,895/8,D00 = 36.29, 1,, i I 11 MAXIMUM ALLOWED.'48.0% y I `'1 .. �. %` PROPOSED 4"SCH ii ' - j r • O 1, 40 PVC DRAIN LINE —/ - _ _ _ 20,NORTH, 1 FRONT YARD 6. �''� / / SSCO GARAGE UI{COVE- 'D i / SETBACK f PATI• NORTH /",--.. / i I I . L AOId / •rrsr • �r •�, ,, r/rrrrrrrr r/� C0+ � r r r1-�. __ � I \\\ ;'I�II rr I- L......j AISDLr '/ I 6.00' DS •s�" •r r. � �`\, I _..... • y CURB&GUTTER / r I '+ / J ' I • \�AI -- ;.. OT LINE&PLAT BOUNDARY L . - ! 40.00'- IDS L GRAPHIC SCALE i_i............. ..-- - I 6 O 3 6 12 /SS SSCO i o \ I I PROPOSED4"SCH-40-.. . m‘iir 1 I PVC DRAIN LINE 44: ', / ' ( JN FEET )- 203.4 I Horiz. Soade: i Inch 6 Feet EXIST/ PROP.4"SS PLACE CONSTRUCTION tr : • GRADE SERVICE FENCING AROUND EXISTING !1 48 NORTH / LINE TREE AT DRIP LINE PLUS 6' /I '- .... . .—_. .-_ ._ ._ ._ (TYPICAL). '\ *.- j' CAMPBELL, 3-CAR LEFT /, /1 I 39.86'- .. \ 204.9 EXIST / 703.23' - I 3l.2s' I GRADE r' ,r / / 7.5',WEST, s. -• / �\ \� SITE PLAN % I LQT LINE BUILDING SETBACK / �_ <. / LOT 14- P133672 ® / / / 1514 LATITUDE CIRCLE '. I / ;'+ ;/' .5i- ' ANACORTES, WA SDCB j I I I / 1' JOB NO PLAT OF"48 NORTH" I r DESIGNED. LG LOT 15 rI i r 11/21I2017SDCB / rI I r! / j / SHEETr Io N. fI'' i I / f \ lit X n I N/1 E @ SRN „ dEMMED . , I ::: z____-v.,,\ . MIOMIM IMIIIII I -LET 13 Prj1� ` -=\ \ ! 1 LANDED GENTRY \ r \` _ l ABBREVIATED LEGAL DES�RIP ION:cp ! t/ r SSMH / / ' IIOhiL•S nNA COAISILNII'IGSI I` \, ! LOT 14, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP-35 G`t-!'Ji1J ;> ; �`'_�l I !7 �� i' I / NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT- `' r=. .:i _ GENERAL NOTES II 213.0 I COUNTY, STATE OF WASHINGTON.`I� I ;. 1dEXIST '' 11 ry�p __ rr�-�- GRADE II \ \� CANNIER: ` ` -- LANDED GEN7RY I \ , _. c- -I ` 504 E. FAIRHAVEN z d_ ` 1 BURLINGTON, WA -rr.=i.. tea- 1r� -// SS �\ 98233 ! •\\ � __-a - �I ♦ W �,rt J7.03' / ` _- 703.23' `, I � \• 7-(360)-755-9021 o \III, BUILDING: j ' ' I 39.86' 1ST FLOOR AREA- 1,383 SF / {{ �-----__ Iallar 836 SF IIIMIMENIMI I 1; ■ _� - 4ALLF�OORRA EA- 2,279 SF TOTAL I I,,' 11. 1 / PRQPOSED "CH GARAGE AREA- 652 SF \ I If' l 2.00 + 40 PVC DRAIE--___- + �_�� 617E: l \ j' fi rr / L ~I \�•_ I L? ! CO +D --- -22.00• 4000• _I---- LOT LINEIlleir 214.3 ZONING: \ I n j004 1" �. I r�, r1t • 1• 76 0O' EXIST P.U.D (UNDERLYING R2) \ li -- -` ALL SETBACKS IN COMPUANC£ I I 0 1; _♦ \ WITH CITY GU/DL/NES \� � `. / o •' ♦ '°`� -� \ SIDEYARDS MIN 5; 15' COMBINED I• 1 ♦ REAR YARD MIN 20' J \ a `o•0z >t ♦♦ 7.5,EAST,\SIDE YARD FRONT YARD MIN 20' I v I ®® BUILDING SETBACK �. 111, 1 f ®® ��.`` HfIGIiT: I all ♦ r \� MAX. ALLOWED: 35' �\ / \ I .� 1 1 ® f I_ _ _ PROPOSED:UNDER I• 1 ` r, _ PARKING: \ !` + DRIVEWAY1 `-~ br �`�, 2AN GARAGE,CP IN DRIVEWAY \\ I \`YI, -- — I ni rPe\ I ` - ---_^ / GARAGE V LOT COVERAGE I p l "T A BUILDING AREA: f1 / r �'' / 2,284 S.F. / 1t' ( E, • 7 I = _ LOT AREA: I \ ACK OF SIDEWALK , / J I 8,000 S.F. / _r 'r / p 11 l{o PERCENT COVERAGE I 1 ___ / _ ! 30' SOUTH, REAR ' i,7 10' ORTH, FRONT r / Po BUILDING SETBACK 2,284/8,000 28.6% / \ / -_ MAXIMUM ALLOWED: 37.5% / \ t` Y HOUSE SETBACK& o I \ FH, . ��L J U LITY EASEMENT �•��°. I � � � _.--_-� I r _ I b JIII `— IMPERVIOUS COVERAGE I 7 �- - -- Q l ' I 1..N. ' .� to p BUILDING: 1,998 S.F. ' 1 l LOT LINE& i. / STEPS/WALKWAY. 5B S.F. -- - --LOT__ 14 i PAno i44 S.F.I} RIGHT-OF-WAY , S f: i ?gawk 577S I\ LINE r I co"��q ! s NPORCH J to7Ai: 2,895 S I ` w / ' ! LOT AREA: I _ E • PLACE CONSTRUCTION � /, 8,000 S.F. I I1 FENCING AROUND EXISTING Il ! 1 I I PROPOSED 47 SCH 40 p PERCENT COVERAGE. `•; PVC DRAIN UNE / TREE AT DRIP LINE PLUS 6' ` _/ 2,895/8,000= 36.2% N ,, , (TYPICAL}, )-o �' f I � I , ` ��-"} ., `-"- MAXIMUM ALLOWED:48.0% \. 1 " PROPOSED 4"SCH I -)<-- 5 i 1 ® 7`. I' 40 PVC DRAIN LINE _ --1-- _ ! 20',NORTH, I • �I I �; -- ' ---___-FRONLYARD_------ I�. • .----_________........,.._ ill ,I SSC GARAGE - - U4COVE" \D/ SETBACK J � PATI® ; �\ A I N�Rry....7: il 4.ri r .*1 �p r/�pr ® I I DS + ors ��� . , t ,• • ,:„...7__..., /. r CURB&GUTTER /s- �I ,A i�..r..� — __ - - J_ "' �17 _ 1 \ + OT LINE&PLAT BOUNDARY 4.;" _—'-� y + 40,oo' i'muni. S" \ �r' GRAPHIC SCALE ISS SSCO + ---- 6 O 3 6 12 .1:::.:_....., kit I,- / •ROP= Eb 4"SCH 40 ,.. rn �\ ` \\ �� 1 I ' v a/ I ' BRAIN LINE y'r r _ �� II I ( IN FEET ) 203.4 I • \ I 11' Horiz. Scale: 1 Inch = 6 Feet �`' r GRAE PROP.4"SS PLACE CONSTRUCTION �� f 1 • SERVICE FENCING AROUND EXISTING WAN" L I LINE TREE AT DRIP LINE PLUS 6' 48 NORTH 1 I__; !`- —'— io;� �, _.. (TYPICAL). • \ 1 /' GAMPBELL, 3-CAR LEFT 39.86- �.. 204.9 LANDSCAPE NOTES: ---_- -" - - ..� \ 3t.2 EXIST ' GRADE / 703.23' �A p � 7.5',WEST, S f \ .'� PROVIDE (1) TREE (EXISTING OR ADDED) PER 1,000 SQ, FT, OF LOT (8 TREES BUILDING SETBACK \ / / LOT LINE -' j\ / I LOT 14- P133672 MIN, - VERIFY LOCATION W/ BUILDER) W/ A MINIMUM a" CALIPER (PER CODE. / `.. ICJ 1514 LATITUDE CIRCLE TREES PROVIDED WILL BE A COMBINATION OF DOGWOOD, ALASKAN CEDAR, \•`. ' ' ANACORTES, WA VINE MAPLE 4 WESTERN HEMLOCK (VERIFY LOCATIONS W/ BUILDER), VERIFY \` / TREES TO BE REMOVED IN FIELD W/ BLDR, IF APPLICABLE. / / / JOB NO: PLAT OF"48 NORTH" DESIGNED: LG PROVIDE LANDSCAPING IN A COMBINATION OF SOD LAWN AND PERENNIAL -- - ---- - --- -------- LOT 15 / / DRAWN: PLANTING BEDS TO COVER A MINIMUM OF 20% OF THE LOT (1,('OO SQ. FT,), / DATE: 11/18/2017 VERIFY LAYOUT W/ BUILDER. / SHEET \\ A I 1 of 1 IINIMMED . ♦ _` Maw MMINIM / x \ LOT 13 ES ♦ / NOV 21 2011 �'MININIMIlle / I •TY OF ANACORTES LANDED GENTRY / l ABBREVIATED LEGAL DESCRIPTION: SSMHI 1 HOMES AND co vr �tunirrzas e/ „IIIIINIMIL—a_a_____......—._ 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 CO / / I LOT 14, W.M. CITY OF ANACORTES, SKAGIT / 213.0 / COUNTY,RSTATE IOFAWASHINGTON. GENERAL NOTES / EXIST / - GRADE SD / - / / ... OWNER: GENTRYR F \ It P • , • SSBURLINGTON,WA N / 98�360 / I �/ / 103.23' L )-755-9021 17.03' / 1 39.86' BUILDING: me / / 1ST FLOOR AREA- 1,383 SF 1. , 46.34' ° 2ND FLOOR AREA- 896 SF ■ � a �� TOTAL FLOOR AREA- 2,279 SF / �__ WM % i PROPO:ED-14" SCH GARAGE AREA- 652 SF / I 2.oo' [ 40 PVCR LINE - SITE: mi, / YD l 40.o0 TYPICAL / l DS 22.oo' --__..___ \ LOT LINE NIP214.3/ MI " - aiai _ - .. X TZONING: 1/ // a�„��'+t®r a°;: 6p' EXIST P.U.D (UNDERLYING R2) ! a " „� .,�„� . SETBACKS: /4 -- ALL SE7BACKS IN COMPLIANCE If WITH CITY GUIDLINES / 1I / SSIDEY SIDE YARD REARAYARDRDS MMININ 52015' COMBINED 11 �� �z t-----___________________;,'1 �•� iI i � BUILDING STBACK FRONT YARD MIN 20' ----------__________l ..) // o ► // � _ S•5 �1 D: 35' HEIGHT: MAX. ALLOWS / 4 ill �. 1 , ••� I PROPOSED:UNDER - a. �..,�, b4SPARKING: PARKING SPACES PROVIDED= // I DRIVEW1/1( 2 IN GARAGE, 2 IN DRIVEWAY �, II,, l ' I Or / /// 1 1 I I 2,284 SF.1• 1 BACK OF SIDEWALK ` I LOT AREA: / 8,000 S.F. / �• I PERCENT COVERAGE: / / / i 30', SOUTH, REAR ' 2,284 / 8,000 = 28.6% 1 10', ORTH, FRONT I / BUILDING SETBACK / MAXIMUM ALLOWED. 37.5Z / YARD HOUSE SETBACK &-� 0 1 I a/ FH . ��t pl UTILITY EASEMENT ILrialimma- a / 0 in o IMPERVIOUS COVERAGE / r, ed 1 / � �. o BUILDING: 1,998 S.F. STEPS/WALKWAY 58 S.F. /i / LOT LINE & / ♦ / Y 'PORCH �-►� OT T PORCH: 118 S.F. RIGHT-OF-WAY / 1/ -' 11111111e... r++ ` 1/�, LINE 1 / _ \ , DRIVEWAY: 577 S.F. i 1 TOTAL: 2,895 S.F. 1 / PLACE CONSTRUCTION LOT AREA: / \ / 1 / �] FENONG AROUND EXISTING• 8,000 S.F. ' I P 6POSED 47 SCH 40 TREEAT DRIP LINE PLUS 6' \ P DRAIN LINE PERCENT COVERAGE. I (TYPICAL). r 2,895 / 8,000 = 36.290I / ,,,, [\vi1 / 1 I MAXIMUM ALLOWED: 48.0Z PROPOSED 4" SCH I / i III 40 PVC DRAIN LINE II 20', NORTH, mm /- i/ I. ♦ / FRONT YARD ' I47.; aa mmmmmm / / SSCO1}.. I GARAGE i I UIti7COVE' D, 14 ♦ / SETBACK • PATI• AkRTi 1, . isbi L, / .,fir- - - .o•=�� _ SD YD 1 s.oo' � �-- _mmm, m, CURB & GUTTER N �- 4000 ©I T LINE & PLAT BOUNDARY ., . 1 l o. P o 1 ' GRAPHIC SCALE /SS SSCO -r- / i PROPOSED 4" SCH 40 0 6 O 3 6 12 1 / I PVC DRAIN LINE I -_ -__ C. ii I ( IN FEET CC 203.4 / Hertz. Scale: 1 Inch = 6 Feet / �`3/4 ' EXIS - PROP. 4" SS PLACE CCNSTRUCTION • GRA E SERVICE FENCING \ROUND EXISTING / ` / LINE TREE AT DRIP LINE PLUS 6' /, 48 NORTH ° (TYPICAL) // ,' 32. 12 .._. —. .. , �,�,�. __ CAMPBELL, 3-CAR LEFT 9 39.86' - IST _--_ 103.23' - f 31.25' GRADE / 7.5', WEST, S • _ .Ma , g' / SITE PLAN BUILDING SETBACK CITY OF ANACORTES � � ,/ LOT LINE � LOT 14 - P133672 / � ; PLANNIN & BUILDING DEPT. 1514 LATITUDE CIRCLE (� APPROVED PIA s ANACORTES, WA / 'SDCB PERMIT I#: 3�r O i `,q y,,,.1 n ADDRESS: l5l`� , 1 il� C' ` i ;� V�y 1 / Ct.°. .e / APPROVED BY I O 4 JOB No: PLAT OF "48 NORTH" / /�` LOT 1 SUBJECT FIELD INSPECTION. APPROVED PLANS DESIGNED: LG ,. SDCB ,/ SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. DRAWN. y �i• / DATE: 11/21/2017 �a I SHEET .41P 1 � Sri.,.,._ , / 1 of 1 • �/ d v• see . Mlle Erosion Control Notes for Residential Construction-City of / Anacorteselle / LOT 1 rid N� 20�� sa MIS A. Erosion Control Best Management Practices shall be in place per the ' / I ITV OF ANACOFiT - T �T accepted site plan prior to any construction start. / \ 1. 1 B. The erosion control shall be inspected once a day and modified to S LANDED D E D GENTRY , ryE / meet the surrounding conditions as needed. a SSMH / C. The storm drain system shall be cleaned daily(Section 7-07.3).All \ HOMES AND COMMUNITIES drainage systems shall be cleaned to the acceptance of the City of k / Anacortes prior to acceptance of the project. 213.0 L D. Stabilized construction entrances and roads shall be installed at the EXIST / GENERAL N 0 TES GRADE beginning of construction and maintained during the duration of the � / , BMP C103: HIGH VISIBILITY \ � / PLASTIC FENCE I OWNER: project. Additional measures may be required such as wash pads to 10 REDUCE RISK OF PUBLIC d D Y ensure that all paved areas are kept clean. No mud is allowed to RUC ENTRY INTO CONSTRUCTION enter onto City streets. WA P ! SS �w`..S11 E. Anysoils exposed that will not be disturbed for two(2)days duringthe ,,per Ier„0-` j / BUR (NGTONHAVEN P Y h,., T ` �. I wet season or seven (7)days in the dry season shall be immediately / \ 1- -755-9021 stabilized with the approved ESC methods(seeding, mulching, plastic / i , 03' / 103.23' 98233 (360) covering,etc.) l { 39.86' allrLA BUILDING: F. Two (2)weeks prior to the beginning of the wet season (October 1), INLET PR*" CTION PER 1,4„4 „-- / I - C220, BLOCK . RAVEL ,383 SF all disturbed areas shall be reviewed to identifywhich ones can be a . 46 34 2ND FLOOR AREA- 1 896 SF seeded in preparation for the winter rains. Diurbed areas shall be �,: FILTER TYPE �� • • �i- • • • - • • • TOTAL FLOOR AREA- 2,279 SF seeded within one (1)week of the beginning of the wet season.A PROPOSED 4"SCH • • • Ilir Z GARAGE AREA- 652 SF sketch map of those areas to be seeded and those areas to remain ��� g / 40 PVC DRAIN LINE • uncovered shall be submitted to the Project Manager.The Project �" / 2.00' 1/Manager can require seeding in additional areas m order to protect °� 4aISITE: a YQ l QS 2200 40.00' _ •• / TYPICAL T1 LOT LINE 214.3 surface waters, adjacent properties or drainage facilities. .. r •- \ GRADE : ! ;NDERLYINc G. Penalties for an Erosion Control violation are subject to a$300 toillR2) /gyp 4 ; / O ; i wit, I -%��__ I • _ ALL SETBACKS IN COMPLIANCE LEGAL DESCRIPTION:�P T ON. / p i > SIDEYARDS MINL5 ES15' COMBINED A BBRE VI A TED 7.5', EAST, SIDE YARD REAR YARD MIN 20' LOT 14, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 a I o, be. i 121.�LLCHIN RU G& BUILDING SETBACK FRONT YARD MIN 20' NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT I I l ' I ,• 85P3POpTCANDTDEPTHN COUNTY, STATE OF WASHINGTON. I 1 _ �•, sotLa�l tTY HEIGHT. / i MAX. ALLOWED. 35 , • PROPOSED:UNDER I GAS \ PARKING: Sb I • PARKING SPACES PROVIDED= DRIVEWAY �z_, • " 2 IN GARAGE, 2 IN DRIVEWAY T i Il PROPOSED 4" . _ 7., I , . . , _ i • ,, , GARAGE LOT COVERAGE �� / SCH 40 PVC Is. / DRAIN LINE j z BUILDING AREA: 1 2,284 S.F. / / a'� LOT AREA: / BACK OF SIDEWALK- / I • i)", / • 8,000SF.k /2 • I 30', SOUTH, REARl I ilivivir o PERCENT COVERAGE.• �/ / fra / G: �� �r �� • SYARD ETBACK y 2,284 8,000 = 28.6% t0', NORTH, FRONT } MAXIMUM ALLOWED: 37.5% 0 / / YARD HOUSE SETBACK / O I ram` 4N O 1 &UTILITY EASEMENT x o �-s' A 4 b ") I FH / ` Sl/ ' / IMPERVIOUS COVERAGE �� �Vp o CC/ BMP C103: HIGH VISIBILITY � ) V Q J� / h PLASTIC FENCE O 1 � L ,„r, :18.: ••Nam. / I REDUCE: RISK OF PUBLIC' ' ' O BUILDING: 1,998 S.F. c o 4 ., Q'�es' / L 0 T 1 /� ENTRY INTO CONSTRUCTION STEPSPORC/WALKWAY: 58 S.F. RIGHT-OF-WAY / s _ [-1( SITE PA TO: 144 S.F. v AritI / / DRIVEWAY.' S77 S.F. ', LINE ier TOTAL: 95 S.F. � I li ... PORCH i OT 2 8 / \ 1 I SOIL STOCWPILE LOCATON / LOB4O00T E ..F. I ,0 BMP C233: SILT FENCE I PLACE CONSTRUCTION • I I / PLACE SILT FENCING ON BMP C123: P •STIC COVERIN'• FENCING AROUND 1 PERCENT COVERAGE. ` DOWN STREAM SIDE_QF hit, COVER WI PLASTIC DURIN ; EXISTING TREE AT �. STOCK PILE DRIP LINE PLUS 6' °` 2,895 8,000 = 36.2% (� ///� !� BEING WORKED FORD MORE T AN DAYS II 4 J (TYPICAL). MAXIMUM ALLOWED: 48.0% Y / PROPOSED 4"SCH / \ / i 1 w 40 PVC INLET PROTECTION PER LINE �/ I • 0 20', NORTH. FRONT � C220, BLOCK 8 GRAVEL �� YARD GARAGE SETBACK a Ill FILTER TYPE k % `+ SSCD UNCOERED • / BMP C233:SILT FENCE ` %p i PT10 NQ �� PERIMETER SILT FENCING �}` x l4 4,,,,f TO PROTECT / �x�x •DOWNSTREAM / / I /PROPERTIES / - - _ - - - _ I - - ---II�� , * �r=... SD YQ l 6.00' � � � � �// (. 4: / CURB&GUTTERQ f e �F �'�\ f N �.. 4o.Op �� ' OT LINE& PLAT BOUNDARYi ' GRAPHIC SCALE / SS11/SSCD PROPOSED 4" SCH 40 `' BMP C121:MULCHING& o ` 6 O 3 g 1,2/ PVC DRAIN LINE T5.13: POST-CONSTRUCTION \ /: .x.x�x,.�x.x x�.x..�x.�x x---x x x SOIL QUALITY AND DEPTH y -��x�.�x�x��.x�-x�.x.�.x��x�— r ) x� �..x�x�.�x�x�x �.x x�.x x—X / �- z ( IN FEET ) ' / ( z Horiz. Scone: 1 Inch = 6 Feet 203.4 / (n I0 �9 a ~v• a N' GRAD SERV.4"SS PLACE CONSTRUCTION FENCINGN �- (0 �� �w pSERVICE AROUNDEXISTIVGTREEATDRIP , CC Z Z' 48 NORTH / / LINE LINE PLUS 6'(TYPICAL). O f' CC O a J 41a. 1 /% 32.12 ° �- — — — _ _ n CAMPBELL, 3-CAR LEFT / u 1 / 39.86' — — 204.9 CrQ �d EXIST Q > o Or u r / 31.25' GRADE / ii! Q / 7.5',WEST. SIDE • -i 103.23' Q t 1' a / BMP C233: SILT FACE / PERIMETER SILT FENCING TO BUILDING SETBACK '- aD z w EROSION CONTROL PLAN / PROTECT DOWNSTREAM / x / PROPERTIES LOT LINE I }— 2 QJ o -, LOT 14 - P133672 �� ' `�. / • 2 `e a 1514 LATITUDE CIRCLE .111.813/4 /' / in in o I- ANACORTES, WA / / / O. I 0 � z cc 0 a m Q / CC / SDCB / 1 / / JOB NO: PLAT OF "48 NORTH" / " ki) Gut • CoraSS t�.� ILQ tf DESIGNED: LG / LOT 15 " = -- INLET PROTECTION DRAWN: SDCB PER C220, CATtHBASIN 1 _ ,� ,AJ , / FILTER TYPE lt��G ,t- DATE: 11121/2017 jj / F T , SHEET / 1 of 2 • en MIMINED IIMMIIMIIIIED MIME el INS LANDED GENTRY HOMES AND COMMUNITIES � marr I NOV2 CITY OF AN7 2017ACOATES I Li I \., it. me t ir a''E'• a S 4ks "+ w. ffg,"rb.� a "'' '`t.,$° &f"4• s. x, anaT.., •• ,, •:1,,,..],,•5.,,,,, '7-1):: ,--- - . ,..(wa;-;-, gx'."p ib A�&%s y T I�S Si(St •e _ 57: - ,v * e �'' ,°•& x t .- trlc .raft ry 51 '"i `) ...Alwaer.... 4 � � Mmro R "+ # fi „a4 roNpVr + 4tx t „g•3 •x rev , v ax r• „F a.�i" � la FIII -A y s ue , •n• '°#"a+ v ,q 1 - 71,h.a3R� • } IMIE ka . _ �� a rx,ah2sa k..» ka -s >� Rt i"� • -m I `s �(� 6. i • 41Y 1�T y A B k A6 { TPL po. ?. Y9 _ 4 :\ ill ', ' afillSt7H.: ''':."'''''''''''''''''' -.1;1:7:::7:,:y''''-;"":7424:",tie.,-.1;"},7:i :)1,,:;,:1);,:r1L''''''4:41.,1::H-5-:!;',:1-114',1::::::x.,::•;;;,,4 01i:4.,::',;•'_;.:1•!.;:ti,„"L'.'"'.:".,1.:::17,H1.:,;1,-1:1:::::..::- "1,-(:'„:i hg Sad H�r . .P . - . .�.�(PA 11111111111Stli III —141111111111 SITE LOCATION ! � ; ye I iNi Et -,” i Z ANACORTES, WA 48 NORTH CAMPBELL, 3—CAR LEFT SITE PLAN LOT 14 — P133672 Map data ®2Q17Google l000rl � � 1514 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 14 (P133672) 4 ' 1514 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" ANACORTES, WA DESIGNED: LG DRAWN: DATE: 11/21/2017 SHEET 2 of 2 sa FOUNDATION NOTES : ima s! I, INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2 DIAMETER x 10" ANCHOR BOLT ® 2-3 x 2'-3 x 8 LONG, PAD FTG. W/ (4)*4 REBAR BOTH WAYS (INSTALL FOR 3-CAR al iiiiii 4 3"x3"xl/4" PLATE WASHER 9 4'-0" O,C, ATOP FOUNDATION WALLS PARALLEL GARAGE OPTION ONLY, EXTEND ADJACENT RIBBON FTG. REBAR INTO THIS FTG,) TO FLOOR JOISTS. WHERE FLR. JSTS, ARE HUNG FROM FDN. INSTALL P.T. 2x8 LANDED SILL RIPPED TO 6" W/ 1/2" DIA. x 10" A.B. 4 3"x3"x1/4" PLT, WASHER ® 4'-O" JO 1'-6" x I'-6" x 8" GONG, PAD FTG, WI (2)*4 REBAR BOTH WAYS 4 4x4 POST ON 9 0* GENTRY O,C.. MINIMUM 2 BOLTS PER PIECE MIN, 12" FROM END TYPICAL THROUGHOUT FELT ABOVE HOMES AND COMMUNITIES 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 9 LOW POINT FOR POSITIVE OK 1'-9" x 1'-9" x 12" CONC, PAD FTG. W/ SIMPSON CBSQ66-SDS2 (OR EQUAL) (ALL DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED CONNECTORS TO BE HOT-DIPPED GALVANIZED) REVISIONS BY: FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 411-6" O 1'-6" x I'-6" x 12" CONC. PAD FTG, W/ SIMPSON CBSQ66-SDS2, OR EQUAL (ALL / / 12 - I - Il JR 3. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF CONNECTORS TO BE HOT-DIPPED GALVANIZED) l Al, '-914" / 141-O" / 331-6" 1,500 POUNDS PER SQUARE FOOT / 2 - 14 - I8 JR OM 1'-2" x 1'-2" CONC, PIER BELOW POST TO BOTTOM OF TURN-DOWN PORCH SLAB W/ I 2�4" 13'-9/a" / 4. INSTALL R-10 RIGID INSULATION fa SLAB PERIMETER 4 BELOW ENTIRE SLAB SIMPSON CBSQ66-SDS2 (OR EQ.) FOR P.T. 6x6 PORCH SUPPORT POST ABV. , (VERIFY INSULATION VALUE W/ NOTE *15 ON SHEET AS)) (ALL CONNECTORS TO BE HOT-DIPPED GALVANIZED) © 0 OA 11-4" x 8" (MIN.) CONC, FOOTING W/ (2)04 REBAR CONTINUOUS O 1'-2" x 8" CONC, FTG, BELOW SLAB WI (2)*4 REBAR CONT. I STEP FDN,-� \ \ \ O I'-6" x 8" (MIN,) GONG, FTG. W/ (2)*4 REBAR CONT, ® 4„ CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ GONG, \ \ a'� - �- - I__ i_ - — - — - — - I' + 1 a r r ' a a a a a SUPPLIER). INSTALL R-IO RIGID INSULATION 4 EXTERIOR PERIMETER (VERTICAL n L ± J O JO LL L - r °' CO30" x 9" CONC. FTG.--SIZE 4 REINFORCING PER CANTILEVER RETAINING WALL PLUS HORIZONTAL INSULATION TO TOTAL 24" MIN.) _I I I DETAIL 4 SPECIFICATIONS ON SHT. A-2.2 (DIMENSIONS PER FDN. WALL HEIGHT 0. I a SEE NOTE *4 0 ABOVE BASED ON BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH O 4" GONG, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE WI CONC. O a V4 ' I ° I I a GRADE) SUPPLIER). SLOPE 1/8" PLF MIN, TOWARD GARAGE DOOR OPNG, ' 0-:r SI _ W OD 5O" x 12" CONC. FTG,--SITE 4 REINF, PER BRACED RETAINING WALL DETAIL 4 OR 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) WI FIBER REINFORCEMENT m ©CO © R ° O © a I ° I N SPECS, THIS SHEET (DIMENSIONS PER FDN. WALL HGT, ABOVE, BASED ON THROUGHOUT (VERIFY TYPE WI CONC, SUPPLIER). SLOPE AWAY FROM HOUSE STEP FDN. I a I © �a I 1 BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH GRADE) 1/4" PLF 4 TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH GRADE, 1 _ ° so MINIMUM 6" WIDE AT BASE \ \ ° r ' to -1- — - - - O 6 CONC, FOUNDATION WALL W/ REBAR PER IRC SECTION R404.1.3.2 4 TABLE r _AO LD 404,1,2(U - 404.1,2(8) 4 *4 REBAR CONT. 9 TOP. IF UNBALANCED BACKFILL O OPTIONAL (VERIFY WI BUILDER): STUB 8" LONG *4 REBAR INTO CON(, SLAB - t+ I® I o SEE NOTE "4 I I O EXCEEDS 4'-0" USE WALL DIMENSIONS 4 REINFORCEMENT PER CANTILEVERED FROM FOUNDATION WALL to 24" O.G. TYP, THICKEN SLAB EDGE (IF NECESSARY) L l J „ I © 1. o Ii RETAINING WALL DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET I 1 I 1 I I OT POUR SLAB THROUGH GARAGE DOOR OPNG„ THICKEN TO 6" 'a EDGE 4 INSTALL I I I ° 15'-8� 13-3�4 18'-6 OF CONC, FDN, WALL 4'-0" TO 6'-O" HIGH (THICKNESS PER PLAN) WI REBAR PER *4 REBAR CONT, I 1 k 1 f CANTILEVERED RETAINING WALL DETAIL 4 SCHEDULE ON SHT. A-2,2 (VERIFY I o I I 1 f I WALL HGT. PER SITE CONDITIONS AND/OR BACKFILL DEPTH) O POUR SLAB THROUGH DOOR OPENINGS TYPICAL (VERIFY OPTIONAL DOOR WI ri' ° I L — ° BUILDER) ' 14! I I I o O 8" CON(, FDN, WALL 8'-O" TO 10'-0' WI REBAR PER BRACED RETAINING -9 o 0 I r 1 m WALL DETAIL 4 SCHEDULE THIS SHEET (VERIFY WALL HGT. PER SITE OV 16" x 6" (MIN.) SCREENED FOUNDATION VENT (2 TYPICAL) °' © r- r - STEP\ Q CONDITIONS AND/OR BACKFILL DEPTH) I o F L "� ° FDN. '^ r 1- 7 °. I I — - I p• I IF FLR. SHEATHING CONNECTED N- - Ir± ± -IO L -` 'A 1 DIRECTLY TO P.T. 2x PLT. INSTALL I 0 v I ` I I I NAILS OR SCREWS @ 2"O.C. =N a I ° n I I STAGGERED I r°• I NO SURCHARGE OR WHEEL 2x F.J. (PARALLEL u) 1 °� 1 I a A a LOADS WITHIN 5'-0" "E" / TO FDN.)PER FLR. I ° O I I ° I FRAMING PLAN I WHERE FLOOR JOISTS ARE --'f'-- \ \ STEP FDN. , °o L 0 O O r, p PERPENDICULAR INSTALL 2x FLOOR JOIST A35 EACH JOIST TYPICAL (PERPENDICULAR I ''° I I I ° • icl WHEN"A"EXCEEDS 4'-0"; TO FDN.)PER FLR. I I I I I WHERE F.J.ARE PARALLEL FRAMING PLAN °° I p° INSTALL ML26 W/SDS 1/4x1 1/2 \- \ _ • ° O I ''° EACH BLOCK TYP. '' 1 I / 1UI p 4 Q NI O ir o p O IN IN ° A Ird9 J SEE FOUNDATION NOTE#1 -- 0. T r °A 171 c \ m O 1O, 9�a„ 0 5' II.. 114„I © in �' a WHERE F.J. PARALLEL TO 1 6" MIN. ° ? I FDN. INSTALL 2x BLOCKING / ° X I / ° \ 0ys I (MATCH JST. DEPTH)FIRST a' ® IS ',° I ,a° II-Ill-III-UI-Ill- C,{�° F 4 I I I co so:,,, 32"&SCREW OR NAIL SHTH'G ar _ — _ _ — _ — _ — a_ L _ I a. D A . D \D P D D D D o D D D D • \ \ A I 5 DEGREE MAX. SLOPE VQ°p� ° I INTO BLKG. @ 3"O.C.TYPICAL 1 f I \ - - - og o•° • „F„ (SEE COLUMN"G"IN BRACED - ;'° Ir I I (Loch., C RETAINING WALL SPECS. II �. j © o CONC. FDN. DAMP-PROOFING oLt,c.. C. FOR 0.C.SPACING OF BLKG.) tt i °I ' TO BE WATERPROOFED, FDN. Qg0° 9�° ° I S _C \ WALLS THAT RETAIN EARTH & 0 1•• p I I ENCLOSE INTERIOR SPACES o ° J t �T - m O a, OPTIONAL DOOR © I I I 11) n o• D . AND FLOORS BELOW GRADE T1p„°. �' L pj ° L� O (VERIFY W/ BUILDER) I • SHALL BE DAMPPROOFED Ogl•° .a I as O ". I 01 FROM THE TOP OF THE FTG. ��O', I, . NOTE: i11 I V 0 p _ L \ TO THE FINISHED GRADE wog°• ° DO NOT BACKFILL FOUNDATION © 'mot `t ' � L J ' ° I j I o°d ° ' / UNTIL FLOOR DIAPHRAGM IS WMASAHED DRAIN 2,GRA0VEL O(O -erg °°D. a CONNECTED TO WALL 1, \ \ r c. ett I \ z ° I �T I ° _ WASHED GRAVEL(OR SIM.) g „AI o� L ..° rt J _I I f'c=2500 psi �0p°. ° ° I 'p- I 0- A 1 Ad 61 REVISED ri fy=60 ksi, grade 60 g •° _ L „W„ I V °° I Q A I ••/ MIN.SOIL BEARING EQUAL 00 O i11 I '° I 6r 0 O = 1,500PSF onQo ° kill I o I Q r MAX NO.OF STORIES I� 1 O I I �y I ((� p li SUPPORTED=2 STICK ODoo V° „X„ 0 SIEOM N - —-1- 1 I i•Q° �,_4"; If' 0. I ° ! U L5 V L'� U FRAME RESIDENTIAL '0°d'A I / IF STUB BARS MINIMUM -' I v ` T J 81 I 1 I U FLOORS+ROOF W/ op31 A. • LAP SPLICE=24" _ ,O CCC ee 25 PSF SNOW MAX. o ° DIRECT FLOOR 1 1O " in aj I r - —� THICKEN GONG, SLAB TO r TE� 2010 "B"�°�'° t 9i 0 O a 1/ < I 12" TO SUPPORT STRUCTURAL / off( . 4"(MIN.)CONC. DIAPHRAGM CONN. ITV OFANAC RTr= OOA. pO a• °I° ' SLAB 12'-0"WIDE(MIN.) I WALLS ABOVE. FRAME �� a = © I • °jI O ° PONY WALL FROM CON(. �.1 ='��i�� �•° 6 a a a a ' d , SLAB TO BOTTOM OF ^ �^ 01�11�1��� �'. STEP FOUNDATION �* SIM, Y pLOOR JOISTS ABOVE 1 /_ /� `{ry /y1.e _��l0�l o\1L7�1 o o .1•. i•. i•. i•. i•. !A . SCREWS OR ° cot-- - J •• a I I o""'-' /Anti/ 1 /- ' uVc. \ OI• o0, .° °p.° °p•° ,°p•° f NAILS@2"O.C. \ \ a A a \ \ (SEE MAIN FLOOR PLAN) "D" -I ��•/0�OCtO' • , ' $ A , STAGGERED - - 1 - - 1 - - - - 1 - - 1 - - J - - J - - J - - J �y 1 IN 60 to..,' ° e ,• ° °erg a "Z" ►_s—':I 1 © - © 11,7 J '�"`�W I 0 0 lll_III_III`111� 1�111 °1 "' d 4" DIA. PERF. PIPE "Y" IN FREE-DRAINING `Ill o4' % e° • ,p 0 V' I .D GRAVEL BASE „ og \ \ ° n °` \ I D . o' D o" N N N HEEL/ C' /TOE v,1 ° 4 BEAMS OR W L I O D G• FLOOR JOISTS & I = ORCAS PER PLAN O O N Or -11 1� � BRACED RETAINING WALL DETAIL =t� - - - - - - - + L J + L J + - - - - - - - - - - - - - — - — - _ — _ — _ — _ — _ - - _ LOWER LEVEL \ J SCALE: 3/4" = 11-0" '-t\ I I = N N , v BRACED RETAINING WALL SPECIFICATIONS 1 1 co FOUNDATION PLAN (TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM) 1 / k84" 10'_6" k 101_6" k 74" COASTAL 1 A B C D E F G W X Y Z / 22'_5h 'a" / 25' 6 " , RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING „ „ „ r�/Ll Z ` /r4, a C HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS ,y6 / 5'-I�z / 16'-3 / 5-I „ ✓/ (MAX.) (MAX.) LEVEL NOT / 2f-o" / 26'-6" / JOB NO: ORCAS - LOWER 0'-4' 10" 28" 9" 6" 72" REQ'D #4 @ 24' #4 @ 24" #4 @ 24" (3)#4 41'-6" DESIGNED: LG 4.1'-6' 12" 34" 9" 6" 72" 72" #4 @ 18' #4© 18" #4 @ 18" (3)#4 / / DRAWN: JR,BJ 6.1'-8' 12" 42" 10" 8" 42" 46" #4 C 18' #4 @ 18" #4 @ 18" (4)#4 FOUNDATION FLAN DATE: 8/10/2017 SHEET 8.1'- 10.2' 12" 50" 12" 8" 24" 24" #5 4' #5 @ 12" #5 @ 14" (5)i45 SCALE: 1/4" = II-0" A.2 . 10.3'- 12' 60" 12" 8" 18" �;18" #5 9" #5© 12" #5 @ 9" (6)#5 1 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. WA en a NO SURCHARGE OR WHEEL SEE FOUNDATION PLAN FOR ommiemb JOIST SIZE&SPACING GRADE NOTE: "E" LOADS WITHIN 5'-0" SIDING PER ELEVATION 2x P.T.SILL RIPPED TO / MATCH FOUNDATION WALL SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. a 3/4"T&G SHEATHING-GLUE& 2x RIM JOIST SEE FOUNDATION PLAN FOR THICKNESS AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. NAIL TO FLOOR JOISTS 2x6 P.T. SILL JOIST SIZE AND LOCATION NO FLOOR FOR �T Q 3/4"T&G SHEATHING-GLUE& 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO AT LEAST 12" I FRAMED WALL OPTIONALS NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" BLOCK OUT GARAGE SLAB TO L ANDED GENTRY I AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" BACK OF FOUNDATION WALLS AT 0� l/ l/ S ? \/ 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO #4 REBAR CONT. AT TOP SIDES FULL WIDTH OF GARAGE off- e 5 DEGREE MAX. SLOPE / / C ( S PLT.WASHER MIN. (2)A.B'S PER BOARD ° Qa • l\ III\\\ J` I` CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" HOMES AND C O M NI U N I 'I' I I S 8" MIN. I.e.' .� / SLAB OR SOIL OKAY \ SS AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" JO o [IRC SEC. R403.1.6.1] DOOR SO DRIVEWAY SLAB CAN o } 4 - \ THICK WASHERS. MIN.(2)A.B.'S PER BOARD \..._S) LS 8Lsts �� GRADE REVISIONS BY: o° 'po� lll_III III_Ill_III_IIl / — RUN INTO SPACE k [IRC SEC. R403.1.6.1] \ 4"RIGID TIGHTLINE II SLOPE GARAGE SLAB f C=2500 psi a (1)#4 BAR CONT.AT TOP 12" °° w or 8"MIN. (12"W/FOUNDATION VENTS) HOT-DIPPED GALVANIZED DOWNSPOUT DRAIN, CONTINUOUS FOR POSITIVE II - 8 - 11 JR fy= 60 ksi, grade 60 Q E TOP-FLANGE HANGER TIE TO STORM SEWER DRAINAGE AWAY FROM "W" A .p0� MIRA DRAIN 2,000 OR ¢ —I z MIN. SOIL BEARING °• ° oo--WASHED GRAVEL (OR SIM.) 6"CONC. FOUNDATION 6"CONC. FOUNDATION °'<, I 1/8"PLF MIN.SLOPE ,I —9 STRUCTURE 2 - 13 - 18 JR q QO'o ? FILTER FABRIC —� = 1,500 PSF s m I Go (MAX. HGT. OF 4'-6")W/ GRADE (MAX. HGT. F 4'-6")W/O v? 4°P 2" CLR. #4 REBAR 48"O.C. HORIZ. — -\ #4 REBAR @ 48"O.C. HORIZ. - " o . •o @ I - 4"RIGID TIGHTLINE DOWNSPOUT DRAIN oD . r 4"PERFORATED FOOTING DRAIN,W/ inallitaarlaillit MAX. NO. OF STORIES „ „ °. UIo &#4 REBAR @ 48"O.C.VERT. - &#4 REBAR @ 48"O.C.VERT.�� X v _ z (VERIFY W/BUILDER)TIE TO STORM 6-MIL BLACK VAPOR ti 12"MIN. OF DRAIN ROCK COVER,TIE I — • • •" • ' •"' SUPPORTED = 2 STICK a io N — „ „ Oo i I BARRIER ° Q TO STORM SEWER —I O —III III I — _ I . FRAMED RESIDENTIAL ° 0 0� SEWER UNLESS NOTED OTHERWISE ^ I— A A. II- - = p ICI-I�10_ ICI=III-ICI_ FLOORS + ROOF W/ a Q — I FILL TO BE GRANULAR MATERIAL 25 PSF SNOW MAX. •6 • 1 'B" / }O 4 FILTER FABRIC 16"WIDE x 8"DEEP CONC. J 3"CLEAR 'I _'� I—III—III= I COMPACTED TO 95% • Qo Jô12"MIN. OFDRAINROCKCOVER,TIE 4 p FOOTING W/(2)#4 REBAR � • o' — — — 0' 0 6-MIL BLACK VAPOR es q° a° ° 'pOg CO 4"PERFORATED FOOTING DRAIN,W/ CONT. • • • • SEE DETAIL 1 FOR a ,c� _ IF STUB BARS, MIN. BARRIER 5" 6" 5" �yy , FOUNDATION CALL-OUTS 4" (MIN.)CONC. p•A , /t o LAP SPLICE = 30" N J� • / / / / �-�•-, SLAB 1Z-0"WIDE (MIN.) AI .O'�pQ CONCRETE FOOTING (SIZE / TO STORM SEWER a ° 000 3" DIA. (MIN.) &REINFORCING PER FDN. •° c 'i ';� _ poQ PERF. DRAIN PLAN&NOTES ON SHT.A-2.1 5" 6" 5" 3"CLEAR TYP. „ _ „ °, o Tits- =SOU" FOUNDATION DETAIL WHEN 3/4 = 1 -0 N ° 4D•9° aD•e a0.9° aD9• 4D9e I o �o �oO�po�� TO DAYLIGHT - - �A GARAGE O. H . DOOR 'A a0•4 aD'o a0'A a,�•° . 4Do "'A .•0000�>11% $ �g4 FOUNDATION DETAIL WHEN 3/4" = 1'-0" ' JOISTS DROPPED DOWN \ 3/4" = 1'-0" „D„ J • • o O D . O O • C A 00 D . : D . o D AOO aoo D'a .aDa 'aDa . aD'o aoo `�°�000o JOISTS BEAR ON FOUNDATION II(_II(_III_III_I(1_III_II(_III=111_I — III „Z„ „Y„ „C„ TOE / /HEEL SHEATHING 1/2"OR 7/16" SHEATHING 1/2"OR 7/16" 7 CANTILEVERED RETAINING WALL DETAILSS SIDING PER ELEVATIONS SIDING PER ELEVATIONS 1/2"GWg C I GALVANIZED FLASHING 1 SCALE: 3/4" = 1'-O" R-21 BATT 2x6 BOTTOM PLATE \ �II SPACNGOIS S(SIZ PLAN) P.T.2x LEDGER. ATTACH TO ENDIGALVANIZED FLASHING J P.T. 2x6 SILL CONT. SE J ? JOIST& 1/2"SHEATHING W/ 1/2" DIA. 2x6 STUD WALL LAG SCREWS @ 23"O.C. (2 ROWS, 1/2"EXPANSION BOARD ■ 4x BEAM PER PLAN STAGGERED). REFER TO IRC SEC. CANTILEVER RETAINING WALL SPECIFICATIONS _;,• 4"CONCRETE SLAB ON •�lilr ', g R507.2&TABLESR507.2&R507.2.1, •(WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT �T " n' 'mos AND FIGURES R507.2.1(1)&R507.2.1(2) 1.11' 4 CONC. PATIO SLAB PER 2"GRAVEL BED - 1x4x12(MIN.)GUSSET BOTH SIDES 'nou Z I�� ,.II. ) 1111 N ° '0 4°, FDN. PLAN ON SHEET A-2.1 I•n itll ,� P.T. DECK JOIST(SEE FRAMING PLAN POSITIVE CONNECTION - - 4x4 POST(4x6 POST @ BEAM TOP OF WALL.) _ _ a POST TO PAD FOOTING SPLICE TYP.) ►C� PROVIDE HOLDOWN OR SIMILAR ° F'FINAL GRADE 0,a o ° °"e"°"° °,°" °"°" �C� 4 L COMPACTED STRUCTURAL A B C D E W X Y Z I I I I III— °° ° " ' s q °° °y y (HOT-DIPPED GALV.) 0 TENSION DEVICE PER IRC SECTION 10.. ._.° p t - FILL BELOW 6-MIL VAPOR I— ° ° I °��° °°°T�i 1°^° I —I °I ° 90#FELTR507.2.4& FIGURE R507.2.3(1) NOT ' .—I IIIIIa- oII —_I 1/21"x 10"ANCHOR RETARDERRETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING z SEE GRADE >0 \r_H--- GRADE LESS THAN TWO LOCATIONS PER j �. a HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS NOTE BOLT(SEE DETAIL 1) _11 DECK,WITHIN 2 0 FROM EA. END F — `a° BELOW HA '° I , , I I - . r^- - \ I 0 - III— - 0'-4' 5" 18" 9" 8" #4 18" #4 12" #4 18" 2 c a a STRUCTURAL FILL TO BE TY = EMBED 3" INTO FDN. 4 O.C. —III I DECK. EACH DEVICE SHALL HAVE OPTIONAL 8"LONG#4 REBAR 1 500#MIN STRESS CAPACITY I I I @ 2 ^ @ @ @ O opo • COMPACTED TO 95% 4 �. °D MI (VERIFY W/BUILDER) a� o o • o" • ° = HANGER TYP EA. DECK JST. MI 4.1'-6' 7" 30" 9" 8" #4 @ 16" #4 @ 12" #4 @ 16„ (3)#4 \ J'Eíre — SEE DETAIL 1 FOR \ \ a0 • FOUNDATION CALL-OUTS 6.1'- 8' 10" 40" 10" 8" #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 Q • aQ CONC. PAD FTG. PER L' . H. 4 c.FDN. PLAN & NOTESe� - �•r. PER PLAN / • • • 8.1'- 10' 10" 52" 12" 8" #5 @ 9" #5 @ 12" #5 @ 9" (5)#5 r— GARAGE WALL • �� ) TYPICAL FOOTING 10.1'- 12' 12" 64" 12" 10" #6@10" #5@12" #6@10" (6)#5 �5J 3/4" = ,'-o" 0 1 DECK LEDGER DETAIL PATIO/FLOOR DETAIL NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. \ 2 3/4" = 1 -0 (7, 3/4" = 1'-O" \8) 3/4" = 1'-0" EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) - • EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) . EXTENT OF HEADER WITH SINGLE PORTAL FRAME I - •II —EXTENT OF HDR.WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) NOTE: • (ONE BRACED WALL PANEL) 2'- 18'FINISHED WIDTH OF OPNG. FOR SINGLE OR DBL. PORTAL 2'- 18'FINISHED WIDTH OF OPNG. FOR SINGLE OR DBL. PORTAL TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2 o 0 ° ° ° °0 Jr ) ° ° O ° ° 0 ..... A ° ° O ° ° ° Jr I— ---I I woo . 0 PONY WALL o 0 TENSION STRAP PER TABLE d 0 TENSION STRAP PER PONY WALL o C TENSION STRAP PER TABLEli) 0 TENSION STRAP PER R602.10.6.4 ON OPPOSITE —► TABLE R602.10.6.4 ON HEIGHT R602.10.6.4 ON OPPOSITE 1 � —TABLE R602.10.6.4 ON HEIGHT 0 bl SIDE OF SHEATHING ° OPP. SIDE OF SHTH'G 0 °' SIDE OF SHEATHING Iq ° OPP. SIDE OF SHTH'G b 0 Id 0 o 0 0 0 0 0 0 0 ° ► 0 ° 0 0 0 0 0 If 0 0 0 0 0 0 ► 0 0 0 0 0 0 U 0 0 0 0 0 0 X' �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 '1FASTEN KING STUD FASTEN KING STUD O 0 0 0 0 0 MIN.3"X 11-1/4"NET HEADER(STEEL HEADER PROHIBITED, I'o 0 0 0 0 0 rI 0 0 0 0 0 o MIN. 3"X11-1/4"NETHEADER(STEELHEADERPROHIBITED, 0 0 0 0 0TO HEADER WITH I TO HEADER WITH 000oIF 1/2SPACER IS USED PLACE ON BACK SIDE OF HEADER) I Ip 0 0 0 0 o ' (6)16d SINKERS o 0 0 0� IF 1/2"SPACER IS USED PLACE ON BACK SIDE OF HEADER) I I tl I o o ° ° o (6)16d SINKERS O 0 0 0 0 0 �I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I - 00 0 0 0 0 • o0 0 0 0 00 ► 00 0 0 0 00ii 11 00 0 0 0 00 FASTEN SHEATHING TO HEADER WITH MINIMUM DBL. 2"x4" POST I FASTEN TOP PLATE 00 o d\ FASTEN SHEATHING TO HEADER WITH 8d MINIMUM DBL.2"x4"POST a 0 0° FASTEN TOP PLATE 0 0 o • AND JACK IO o 0 0 1 COMMON OR GALVANIZED NAILS IN 3"GRID (KING AND JACK STUD) 8D COMMON OR GALVANIZED NAILS IN (KINGSTUD) TO HEADER WITH , TO HEADER WITH 0 0 0 0 • NUMBER OF JACK STUDS o 0 0 0 = °° ° PATTERN AS SHOWN I • NUMBER OF JACK STUDS °° °° TWO ROWS OF 16d o 3"GRID PATTERN AS SHOWNII TWO ROWS OF 16d ('1 �n PER TABLES R602.7 1 & 0 0 0 @ 0> 0 0l PER TABLES R602.7(1)& P 0 0 0 @ b RIEVI w °° ° R602.7 2 O SINKER NAILS 3" = HEADER TO JACK-STUD STRAP PER TABLE R602.7(2) SINKER NAILS 3" Lt. c. HEADER TO JACK-STUD STRAP PER TABLE ( ) o 0 0 o O.C.TYPICAL o o 0 o 0 0 0 0 O.C.TYPICAL I 0 0 °° R602.10.6.4 ON BOTH SIDES OF OPENING @ I _, R602.10.6.4 ON BOTH SIDES OF OPENING H o 0 0 •1 L.o 0 0 ¢ °° ° • OPPOSITE SIDE OF SHEATHING iu0 0 0 OPPOSITE SIDE OF SHEATHING IF NEEDED PANEL SPLICE H o o o IF NEEDED PANEL SPLICE °° o 0 0 0 0° 0 0 0 0 MINIMUM 3/8"WOOD _1 i L1 EDGES SHALL OCCUR J MINIMUM 7/16"WOOD _1 _ U EDGES SHALL OCCUR - a O MINIMUM DOUBLE 2"x4"FRAMING COVERED F U' o 0 0 o MINIMUM DOUBLE 2"x4"FRAMING COVERED OVER AND BE NAILED TO o 0 0 o STRUCTURAL PANEL o w o 0 0 o WITH MIN. 7/16"THICK WOOD STRUCTURAL OVER AND BE NAILED TO °o 0 o STRUCTURAL PANEL C O w WITH MIN.7/16"THICK WOOD STRUCTURAL o 0 0 o SHTHG. (WD. STRUCT. F S o 0 0 o PANEL SHEATHING WITH 8d COMMON OR COMMON BLOCKING WITHIN o 0 0 o SHTH'G. (WD.STRUCT. V�V _�'3- ` r F = 0 0 0 o COMMON BLOCKING WITHIN PANEL MUST BE PANEL MUST BE CONT. • W W PANEL SHEATHING WITH 8d COMMON OR THE MIDDLE 24"OF THE o° 0 0 GALVANIZED BOX NAILS AT 3"O.C. IN ALL THE MIDDLE 24"OF THE o 0 0 o° o o GALVANIZED BOX NAILS AT 3"O.C. IN ALL ° °° CONTINUOUS FROM I ( ) FROM TOP OF WALL �Y 124.7 l PORTAL-LEGWF "O.C.CNAILING ONE N FRAMING STUDS AND SILLS AS SHOWN PORTAL-LEG HEIGHT. ONE G� ' / q� /��v 0 0 0 0 FRAMING(STUDS&SILLS)AS SHOWN TYP. ° o o TOP OF WALL TO BOT. iv b o0 0 o TYPICAL ROW OF 3"O.C. NAILING IS o 0 o TO BOTTOM OF WALL, / • o ROW OF 3"O . IS o0 0 o REQ'D IN EACH PANEL EDGE REQ'D IN EACH PANEL EDGE o 0 0 o OF WALL,OR FROM OR FROM TOP OF WALL 0 0 0 o TOP OF WALL TO o 0 0 o TO PERMITTED SPLICE 00 Vt.. MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 o PERMITTED SPLICE ojo / 0 0 MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 AREA 0 0 0 0 _ FULL-LENGTH KING °°0 0 0 0°° I- AREA oh 0 o O 0— —0 0it FULL-LENGTH KING o 0 0 0 AO o . MIN. (2)3,500 LB. STRAP-TYPE HOLDDOWNS STUD o o 0 0 0 0 0 0 ��. /do 0 STUD o O 0 0 0 0 0 0 ki ' ' ' EMBEDDED INTO CONCRETE AND NAILED 1 1 5 a 5 a ol0 Ti Oo 0 o ORCAS 00 Tr INTO FRAMING TYPICAL PORTAL-FRAME o o • o oI 00 °° MIN. (2)1/2"DIAMETER ANCHOR BOLT(INSTALL TYPICAL PORTAL-FRAME o o 0. 6 I I CONSTRUCTION b 01 00 0 o PER SEC. R403.1.6 W/3"x3"x1/4"PLT.WASHER) CONSTRUCTION 0 0 0 0 LOWER LEVEL ° P.T. PLATE TO CONC. FOUNDATION BELOW MIN. (1)5/8"DIA.ANCHOR BOLT INSTALLED o 0 0 0 0 0 0 -.." b° PER SECTION R403.1.6 WITH 2"x2"x3/16" p q b I MIN. 1,000 LB. HOLD-DOWN l0 01 0 c o 0 0 0 °° NAIL BOTTOM PLATE TO ° • • PLATE WASHER TYP. DEVICE(EMBEDDED INTO q °o ° FASTEN SHEATHING TO P.T. PLATE(WHERE NO o 0 0 0 JST. PER TABLE R602.3(1) p I — CONCRETE AND NAILED �°°� �° P RIM JOIST)WITH 8d COMMON NAILS @ 3"O.C. MIN. REINFORCING OF FOUNDATION:(1)1W 0 0 0 0 0 o .0 00 0o I i INTO FRAMING) °O 1 °° 00 of oib oo i oo ° oio 0 00 • 00 0 0,0 0 0 o REBAR TOP&BOTTOM OF FOOTING(LAP °q° o 0 0 o p°° ► b g 0 0 0 o p 15"MIN.). MIN. FOOTING SfZE UNDER 1 . I 01 2 $-I 8-8I I 18 -8 I $ '' 41 FOUNDATION DETA Ll /\RS ENING IS 12"x12"(A TURNED-DOWN SLAB p ,aI �' t_ I FASTEN SHEATHING TO RIM JOIST WITH 8d I I i p ii Io'I p .'o" bALL BE PERMITTED AT DOOR OPENINGS) P. o lI o . P .ICOMMON NAILS @3"O.C. TOP&BOTTOM I ^ COASTAL1 & 2 a ° 4 a. °KJ . aJ . ° ° ° ° c o o e o °00 0 0 0 0 • • - ° ° • L . ' a ' 4 . a �A ' 4 ' a ' a ' a ' a ' a ' a ° ' a ° a1a ' 4 + 4. D'A . D'A . 4% . . D'a . 4% . D'A . 4'4 . 4'4 . D'a Da . 'A Do Do . D 'a . Da . 4 > 1 1 ) > > \ ) , ) >r 0- r o- r o` ?- o- !f o'- �' o ' D- 0- D- ' 'a- . S• 0- 6. o' A . o' A A . JOB NO: ORCAS - LOWER LEVEL • . ^ - ° FRONT ELEVATION SECTION DESIGNED: LG FRONT ELEVATION SECTION DRAWN: SD/JR/BJ CONTINUOUSLY SHEATHED PORTAL FRAME 10 DATE: 8/10/2017 19\ PORTAL FRAME WITH HOLD—DOWNS SCALE: 3/4" = 1'-0" SHEET 2 SCALE: 3/4" = 1'-0" OVER CONCRETE OR MASONRY BLOCK FOUNDATION /\ -2 ■ 2 WA 18'-5 V„ i31 3" 18,-5 " 3' D LS 1J M 7 FOUNDATION NOTESr : `! " " " ° " 5 1S' 5a �Tp 53/a y IS'-O 5�a _ ail I. INSTALL PRESSURE-TREATED 2x6 SILL W/ I/2" DIAMETER x 10" ANCHOR BOLT -- �\ \ \ \ \ NOV 2 7 1Q11 4 3"x3"xl/4" PLATE WASHER 40 4'-O" O.G. ATOP FOUNDATION WALL. MINIMUM 2 \ - +r ti H — - +r ' y y = BOLTS PER PIECE 3.5" TO 12" FROM END TYPICAL THROUGHOUT I O z O I I O - O I CITY OF ANACORTES u_ LANDED GENTRY I 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING e LOU POINT FOR POSITIVE J - II 1 J / 11 4 DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED =* (L \� I a SIM, A- �* m HOMES AND COMMUNITIES 2.2 FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE of 6' I v d' r v - m 10 r 5-8�11 w © 11 0 l / 5-8� / m ro 5'-S�a" w © �: O 5 80a I/ r 3. 4x4 POST ON 90* FELT, USE 4x6 POST AT BEAM SPLICE. CONNECT POST TO " IL I = U NOTE: BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). ' O N I 0 p 0 ' O Ito 11 COORDINATE W/MECH. &ELEC.CONTRACTORS CONNECT POST 70 FTC. W/ SIMPSON A33 (OR EQ.) NAILED 70 POST AND I - FOR LOCATIONS&SIZES OF FOUNDATION/SLAB POSITIVELY CONNECTED TO CONC. FOOTING BELOW r I r J - L I () BLOCKOUTS. C' O POUNDS PER SQUARE FOOT r �' r , 111 1 0 N I I i 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS(VERIFY i 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 O I Po I _ _ L J + L L __ I G , 44 - - W/BUILDER). 14 VENTS REQUIRED. VENTS TO BE n I O m O LOCATED WITHIN 2-0"OF CORNERS(MIN.). V P O I'-4" x 8" GONG, FTG, W/ (2)*4 REBAR CONT. -,- C.. - _ - J J P I,�',I l O 1 — - ac 1 \_ _ 1t 11 FLOOR JOISTS: O 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3.2 4 IRC TABLE I I I OFT,, 2 —O DINING EXTEN LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF 404.1.2(1) - 404.L2(8) 4 *4 REBAR CONTINUOUS e TOP l - - - - J r ENGINEERED I-JOISTS ARE USED, MANUFACTURER _ ,{ I ,I SCALE: I/4" - 1'-0I' SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN O 1'-6" x 1'-6" x 8" CONCRETE PAD FOOTING W/ 4x POST ON 90* FELT (OR EQ.) 0 . 4 -O DINING EXTENSION TO THE BUILDING DEPARTMENT FOR APPROVAL PER NOTE *3 ABOVE PRIOR TO FABRICATION AND INSTALLATION. SCALE: 1/4" = II-0" / / 48'-0" 3ii FLOOR SHEATHING: ii O 3'-0" x 3'-O" x 8" CONC. PAD FTG, W/ (4)*4 REBAR BOTH WAYS 16'-31ia" 1"19'-3 12'-5 " NOTE: ADD ONE ADDITIONAL r die / 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND OE 2'-9" x 2' 9" x 8" GONG, PAD FIG. WI (3)*4 REBAR BOTH WAYS FOUNDATION VENT FOR THIS / 9'-094" } 8'-O" ' t 12'-SI/a" / 18'-6" NAIL W RINGSHANK8d's OPTION (VERIFY LOCATION (VERIFY) / FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. O 3' 6" x 3'-6" x 10" CONC. PAD FTG. W/ (4)*4 REBAR BOTH WAYS W/ BUILDER) ' /y534 1T-61J" 544' / Idr . PROVIDE SOLID BLOCKING IN THE JOIST CAVITY O 3'-2" x 3'-2' x 10" CON(, PAD FIG, WI (4)*4 REBAR BOTH WAYS m y BENEATH ALL POSTS AT FLOOR LOCATIONS AND OR UPPER \ �\ I I AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN \ \ LOCATIONS. O 4" CONC. SLAB WI FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ GONG, �` - r SUPPLIER). SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR(S) OPENING) r Z ti I � �� I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEAR- ING I LL CD 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) WI FIBER REINFORCEMENT I --I / INGWALLABOVE. THROUGHOUT (VERIFY TYPE W/ GONG, SUPPLIER), SLOPE AWAY FROM STRUC- I W II 7n a ^ 1 d SIM. A_2.2 v n 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE TURF I/4" PLF, TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH m _ } J S �� °� Liz I 0 Q' �o TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT ` ine r 9t11 } EXTERIOR WALLS. GRADE, MINIMUM 6 WIDE AT BASE ' ) �0 © 0 0 A 2,2 le 0 © ® 0 N iO O 0_8� 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. O MIN. 14" x 14" CONC. PIER BELOW POST W/ SIMPSON CB66 (OR EQUAL). ALL V r - - r _ CONNECTORS TO BE HOT DIPPED GALVANIZED (OR EQ.) , c- z �_ _ - r I 11 - -_ - � = 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF J L I \ \ \ r ~_ - aft \ \ PRESSURE-TREATED WOOD SHALL BE TREATED IN LO OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG *4 REBAR INTO CONC. SLAB 1 _ - J O THE FIELD IN ACCORDANCE WITH AWPAM4. FROM FOUNDATION WALL 0 24" 0,C. TYP, THICKEN SLAB EDGE (IF NECESSARY) :1- u. r I FOUNDATION: i OM POUR SLAB THROUGH DOOR OPENINGS TYPICAL O > — - FLOOR GIST B- OW BRACED ' I THESE DETAILS REFLECT A GENERAL HIGHER STANDARD B A ia ffi WALL A=0V E - YPICAL THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE NO POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6" 4 INSTALL *4 I �pI (SEE D:T, *2 BE OW t SH-, 42.4) O ERL P FLR. JST-, 3" * I Ir I 0 THE FOUNDATION AND REINFORCEMENT REQUIREMENTS J 'I „ W LL/ EAN BEARI 4 I FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE REBAR CONT. \ \ ,— \ 1�ll 1 -' I,800* MIND CAPACITY 4� i I IIRC LL HO_D-•OWt` (D=L, STUD 5,, 6 " d N ILcT GE HER W/ 3)IOd I I DESIGNER. IUMS WITHOUT WRITTEN PERMISSION OF THE O 16" x 6" SCREENED FOUNDATION VENT CI SQ, FT, PER 150 SQ, FT, OF CRAWL r r r Z 2 O O N IL ERTIRC R5.2,6,1 11 A 2 2 r I !II a Z 3 v ABY, T• FLOC) JOIST \ x TY-IC L FASTENERS: SPACE REQUIRES 14 VENTS MINIMUM) D I _ 1K U O BE_OW (SEES ET A3,4 `' 1p1 'SIMILAR \ W 4 Q 10 METAL ELEMENTS(INCLUDING CONNECTORS)MUST OQ 24" x IS" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE I °J ? O (L Q 1 5'-1° 5'•0" 5-0" 5'-0' E'-O" 5'-O" 5-O" 5'-0" 5'.-" 'ip ,' ' = BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT �, O Zr) O I a I, I 9 WITH ACZA PRESSURE-TREATED MATERIALS(IRC SEC. O LONG, STEP (DIMENSION PER PLAN) NOT TO EXCEED 1 3/4" HIGH (VERIFY ON- i m © = I p I 4x6 ROS I = R319.3)-SEE 37/SP1 SITE) OPT, I IKE 1 r t r t 7 r I t ' r t r r t � I I \ I -.r I DOOR I III - f -a--I- � - - - + - s 4 - - - -I-S- . - - -1 := I - - � z F - - - Dili L _ J - - I - _ J L - J L J L _. J j'. I �► � 2-16d PLATE TO STUD .`: I I N — W� 111 MINIMUM 24 IN. WOOD H I • •LD-DOWN FO- u et cp cD I lo STRUCTURAL PANEL " � . „ = Yu dz' - aii\ W Oer ARAGE OP x N N Iy ,, I Q� A-2,2 I Z r �I • ••R JOISTS s I•- • PICALCV O O - 1, I ORIENTATION OF STUD - (I L 11 ; a_ N Ir LL 11 I I li Q O 16d NAIL @12"o.c. 9 O\ I f I m MAY VARY AS ALT. r IL IJ uI GYPSUM WALLBOARD O I 1) o CORNER DETAIL ç2. ��� � I I ( 1 O © 2 1 I�OPT. NON-STRUCTURAL "" " 3/4" - 1' 0" I , DOR J 0 il `t J ' , O I ( FILLER PANEL 11�� �� , 1 04 : I , 1 , r l I r r 1 r r T 1 I 91 5/16"-1/2" - — — - - CONTINOUS WOOD I 4 �- - - lye• -I— c: — -I = + — - — - 6d COMMON (SUBFLOOR,WALL) STRUCTURAL PANEL ® _ — _ — �' rl r---- Z V�I I {.., 11,41 I L _ - rou L - J L J L J 'II I �,� 8d COMMON NAIL(ROOF) BRACED WALL LINE I N 1 7YF.00 4k I 1 I Icl ,1 11 EDGE SPACING 6"o.c. ' I ¶l� 1 ® I I ALT STUD INTERMEDIATE SUPPORT 12"o.c. , i 1 r 0 I 111 `� I I u- 4,c8 H=*2 P_00- SUPPORT BEA CM N,) -YP. I L J I _ I - I I tj l>_ I III I \ V 1 'I I �� 1 1 “ 0 0 ADDITIONAL FRAMING FULL HEIGHT BLOCKING O� L 0II I ''�I �Q I CV N "V �� N Ul I Z I,' I O CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG \ - r I ! I E I JI I I BRACED WALL PANEL BRACED WALL PANEL 4,200* (MIN.) * N �~ 1 II I u- I 0 0 1,000 (MIN.) I tll _ 1AI 12" CAPACITY A 2 2 CAPACITY •0 I I, V , V HOLD-DOWN \y� 1 - )1_4', 8' 3" S,�VA HOLD-DOWN I W I 1�) - - - �/ I _ 10'-O" / 1 I - - - J J _'I, 1,11 ct) - - - - �I� _ — _ - - 4 - __ - _ = I IL-, i 8d 6"o.c.ALONG -IL.. @ - - TOILS AT 3-8d - '- - -'- - - E �� TOE NAIL 3-8d BLOCKING I I I_ _ : a @ 8d 6"o.c.ALONG + I+ �;, I 1 O O O Q lib LL BRACED WALL PANEL BRACED WALL PANEL MEMBER 3rd CAR GARAGE Oi='T, r J '` ` - ' �V L _ a A'2 2 O SCALE: I/4" = II-0" I ilj a-2,2 t _ I — - — - - — — - — - — - �� O , ;, L r J Ij O, MUM Q I STEP =� ©, :.. - © 4 Y CAMPBELL ��� N • BRACED WALL PANEL f BRACED WALL PANEL f BRACED WALL PANEL \ \ ---N L - L • • •• `V 3' 10 " (VERIFY) Ill-1t" \ \ Ng\ 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH 0 0 O BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER 11-314" / _ 4,200* (MIN,) CAPACITY HOLD-DOWN 5'-6" 180a" 15'-6it" 8 " „ " II „ �� „ Er ,'_„ 16'_3 ,'_,,a 5' 6 FOUNDATION PLAN <57 L = ji 2x FLOOR JOIST MAX. CLEARSPANS 2,'_6 ` + I r ' L/4&O, SIMPLE SPAN, 40*LL, �O* IL 48'-O" 16 O,G. SPACING 12" O.C. SPACING JOIST TYPE JOB NO: CAMPBELL \- CONTINUOUS RIM JOIST ADDITIONAL FRAMING - FULL HEIGHT BLOCKING FOUND � O L N DESIGNED: LG MEMBER DIRECTLY BELOW @ 16"o.c.ALONG 13'-1 1/2 (1,3311 DEFL.) 15'-2 (38 DEFL.) 2x10 1-IF*2 BRACED WALL PANEL BRACED WALL PANEL SCALE: 1/4" = ILO" WHEN PARALLEL TO FLOOR/CEILING FRAMING DRAWN: BJ 14'-0 I/2" (,31" DEFL.) 15'-II I/2" (.38" DEL) 2x10 DF-L*2 DATE: 11/20/2017 15'-S 1/2" (.33" DEL.) 11-II I/2" (,41" DEL.) 2x12 1-1F*2 BUILDER TO VERIFY ALL DIMENSIONS, CONSTRUCTION TO SHEET BRACED WALL PANEL CONNECTION 16'-4" (,30" DEFL.) 18'-8" C,41" DEFL.) 2x12 DF-L*2 COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, 2 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY A-2 , i �/ 3/4" = 1'-0" CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. WA IIIII IIIIII SEE FOUNDATION PLAN FOR .. 1/2„GWB GRADE NOTE: MIS JOIST SIZE AND LOCATIONS SIDING PER ELEVATION I.1 SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 3/4"T&G SHEATHING GLUE 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. 3/4"T&G SHEATHING-GLUE& 2x10 RIM JOIST &NAIL TO FLOOR JOISTS �� NAIL TO FLOOR JOISTS P.T.2x6 MUD SILL 2x6 P.T. SILL 1/2"GWB >< 1/2" EXPANSION JOINT BLOCK OUT GARAGE SLAB TO LANDED GENTRY 1 1111 `/ �jlllTllIM 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS ATR-21 BATT �� 2x6 BOTTOM PLATE / / \ S 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTOSIDES FULL WIDTH OF GARAGE2x6 STUD WALL1,,- -----, P.T.2x6 SILL CONT. I IpMPS AND COMi1IUNI 'I' ILS 38S CSC /l)\ CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" GRAVEL BED DOOR SO DRIVEWAY SLAB CAN \ AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" ►_:�I SLOPE RUN INTO SPACE SLAB ON 2 REVISIONS BY. } THICK WASHERS. MIN. (2)A.B.'S PER BOARD INIMMINIMS I!! 1/2"EXPASION _� 4 CONCRETE o LD. CONT NUOUS FOR POSITIVE I ° } [I C SEC. R40 1.6.1 ° GRAVEL BED (1)#4 BAR CONT.AT TOP 12" �� n Z 2 - 8 - IS JR w 8" 12"W/F UNDATION VENTS I a DRAINAGE AWAY FROM A —III— �— INAL GRADE ° ) STRUCTURE COm \ a.. 6"CONC. FOUNDATION > 1- 1/8" PLF MIN. SLOPE I 1 11 = og'tage°"°"="°ogggo°"°"cg= UP TO 4'-6"HIGH W/ GRADE o° °. 1_ III—III f— qI pI °i-^°^°°°"°^°°°°° o D I I I )'° '° f I°1—� I I— °r°I #4 REBAR 48"O.C. HORIZ. —\ \ a &#4 REBAR @ 48"O.C.VERT. — 4" RIGID TIGHTLINE DOWNSPOUT DRAIN ° NOTE: DETAIL IS DRAWNHIGH �:.. 5•- +• r .r • Z SEE GRADE— o ‘IN— 6-MIL BLACK VAPOR @ "�� ���'�� '�'� �,.a ? (VERIFY W/BUILDER)TIE TO STORM BARRIER . ° POINT OF SLAB I=III=III I=III =—_ NOTE I o oA I I _ SEE DETAILCHOR BOLT w III—I I I I I I III—I II p a FILL TO BE GRANULAR 2 SEWER UNLESS NOTED OTHERWISE _ • FILTER FABRIC °_ — r III—III— FILL TO BE GRANULAR MATERIAL paw SEE DETAIL 1 FOR yy a(. -1 t. — I COMPACTED TO 95% - MATERIAL COMPACTED TO 95/o �e 5. ° 4 i ° <! Op IipIII-1'1 � '— \ ❑O �'o D o ^ D . o p 4"PERFORATED FOOTING ° e ° a s I 1 E ° 00 p' =e �, FOUNDATION CALL-OUTS r r . SEE DETAIL 1 FOR SEE DETAIL 1 FOR BAR BLACK VAPOR l ►.-mac:' it DRAIN,W/12" MIN.OF _a_________. FOUNDATION CALL-OUTS BARRIER a DRAIN ROCK COVER,TIE D o A := y �yFOUNDATION CALL-OUTS \ TO STORM SEWER �y��L- ° v 16"WIDE x 8"DEEP CONC �� ^ GARAGE WALL FOOTING W/(2)#4 REBAR 3"CLEAR TYP. `t CONT. / 5° � 6" � 5° � GARAGE/RESIDENCE ® GARAGE O. H " DOOR \• FOUNDATION DETAIL WHEN 3/4" = 1'-0" C% 3/4" = 1'-0" PERPEULATS 3/4" = 1'-0" I • 2 JOISTS BEAR ON FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/H PIPING L \ 3/4"T&GPLYOODOR2 M P.T.SILL-MODIFY TO � 1 (VERIFYW/BUILDER) OSB SHEATHING \MATCH FOUNDATION WALL J C SEE FOUNDATION PLAN FOR TH N c2i 2x6 SILL PLATE FLOOR JOISTS(SEE PLAN) JOIST SIZE AND LOCATION IM ' R-30 INSULATION 3/4"T&G SHEATHING-GLUE& 1/2"x10"ANCHOR BOLTS, EMBEDDED 7" INTO 4x BEAM PER PLAN II NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" FLOOR SHEATHING AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" SEE FOUNDATION PLAN FOR ''I ro\ \ #4 REBAR CONT. AT TOP PLT.WASHER MIN. (2)A.B.'S PER BOARD 1x4x12(MIN.)GUSSET BOTH SIDES 2x SOLE PLATE M [IRC SEC. R403.1.6.1] JOIST SIZE AND LOCATION 4x BEAM PER PLAN rn 111 1( /J 111 111 1/ _ 4x4 POST(4x6 POST @ BEAM i � -w S / \ / \ — SIMPSON CS16 SPLICE TYP.) 4x4 POST SPACED PER PLAN PERPENDICULAR JOIST U U G E + BLOCK OUT FOR—► I W(4)16d NAILS @BASE \ 4" RIGID TIGHTLINE 90#FELT ? APPLICATION: FLOOR 'II > vi FOUNDATION STEM WALL T jr3OP FLANGE HANGER DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP FAU DUCTS HOP DIPPED GALV. —_I Z TIE TO STORM SEWER LST12 ROOF SHINGLE TAB. FLANGE HANGER- \ • 6"CONC. FOUNDATION \ 1/2"ANCHOR BOLT @ 72 O.C.W/ PROVIDE P.T.2x6 \ o s FILTER FABRIC NUT AND 3 x3 x1/4 PLT.WASHER BLOCK UNDER HANGER FOOTING (MAX. HGT.OF 4'-6")W/ 16APPLICATION: #4 REBAR @ 48"O.C. HORIZ. 1— 4"PERFORATED FOOTING n a ` „a ✓i CO (2)#4REBAR HORIZ. (TYPICAL) L / APPLICA 0 . CO &#4 REBAR @48 O.C.VERT. s \ °' o p DRAIN,W/12" MIN. OF 54 M 8„ PARALLEL e JOIST 6-MIL BLACK VAPOR d. q DRAIN ROCK COVER,TIE �1 lin / / (NOT SHOWN) SPACE FIRST FLOOR JOIST MIN 12"OFF `.; PARALLEL FOUNDATION WALL. \ BARRIER �� o TO STORM SEWER \ PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY a;" (2)#4 REBAR BOTH WAYS 16"WIDE x 8" DEEP CONC. 3"CLEAR PER PLAN FOOTING W/(2)#4 REBAR CONT. / 5" / 6" / 5" °� " T8� UTILITY BLOCK OUT TYPICAL FOOTING � CONT. FOOTING DETAIL _ 6 3l4" = 1'-0" 3/4" = 1'-�" \ GARAGE(TYPICAL)SIDE ELEVATIONAPPLY JOISTS spas CAL) NOTE: BEAR ON FNDN WALL. OFOUNDATION DETAIL WHEN 3/4" = 1' 0" JOISTS DROPPED DOWN ., 2 *_ SIDING PER ELEVATIONS OVER CONCRETE OR MASONRY BLOCK FOUNDATION SIDING PER ELEVATIONS ABU66 I GALVANIZED FLASHING / EXTENT OF HEADER(TWO BRACED WALL PANELS) P.T.2x LEDGER WITH DOUBLE PORTAL FRAMES xi ; "` I / EXTENT OF HEADER(ONE BRACED WALL PANEL) / WITH SINGLE PORTAL FRAME 'I • SIMPSON HANGER TYPICAL O O O O O C o 0 0 0 0 0 ` •7��11 �� 0 0 0 o 0 c ( 0 0 0 0 0 0 \ l� �'`, , ' PROVIDE HOLD DOWN TENSION PONY o 0 0 I'll,ia DEVICE PER R507.2.4& FIGURE ��IG� R507.2.3(1)NOT LESS THAN (2) ° ° o MIN. 1000 LB TENSION STRAP GRADE 1 GRADE WALL \ ► . LOCATIONS PER DECK,WITHIN o 0 o PER TABLE R602.10.6.4 (ON MI EA. 2'-0" FROM EA. END OF DECK. WALL I 0 o ° OPPOSITE SIDE OF SHEATHING) z EA. DEVICE SHALL HAVE 1,500# / o 0 0 0 0 ° `/� ATTACH LEDGER TO END JST. MIN. STRESS CAPACITY o 0 0 0 o c o 0 0 0 0 E.) ------__----- k W/ 1/2" DIA. LAG SCREWS @ 23" I GRADE o 0 0 0 o c MIN.3"X 11-1/4" NET HEADER J/ 0 0 0 0 0 0 ,—SHEATHING FILLER IF NEEDED En O.C. (2 ROWS STAGGERED)& _ 1/2"(MAX.)SHTG. SEE R507.2 —I 0 0 0 0 0 c (STEEL HEADER PROHIBITED) / c 0 0 0 0 0 &TABLES R507.2& R5 & I— P.T. JOIST SEE FRAMING PLAN 0 0 0 0 c 0 0 0 0 0 0 16"x 16"x 8"CONC. FTG, FIGURES R507.2.1(1)& R507.2.1(2) r/y� 0 0 0 u 0 0 :40 0 0 0 0 0 "ER PLA W/(2)#4 REBAR EA.WAY I K — °\ / / 0 0 o c \ FASTEN SHEATHING TO HEADER WITH 8D COMMON OR 0 0 0 0 °0 GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN co 0 0 FASTEN TOP PLATE TO • COLUMN DETAIL °O a0 0o OF16D TWO ROWS MitAt)14 �� 12' °o a o 0 o OF 16D SINKER NAILS �� MAX @ 3"O.C. TYPICAL 9 � �� TOTAL °O 00 00 3/4" = 1'-0" WALL 0 0 O N CO 0o op HEIGHT MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP°° ° PER TABLE R602.10.6.4 BOTH SIDES OF OPENING °° 0 0 i10 DECK LEDGER DETAIL 00 00 ON OPPOSITE SIDE OF SHEATHING 00 00 � � 1 � ' ' WOOD STRUCTURAL PANEL MUST r 0 0 0 0 °° ° ° BE CONTINUOUS FROM TOP OF 3/4° = 1' 0" 0 0 0 0 WALL TO BOTTOM OF WALL,OR FEB3 2018 . / °0 0° MIN. DOUBLE 2x4 FRAMING COVERED W/MIN. 3/8" THICK FROM TOP OF WALL TO U i 0 0 0 o WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON °° °° PERMITTED SPLICE AREA 00 00 OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING / Co 0 0 (STUDS, BLOCKING&SILLS)TYPICAL o o 0 o CITY OF ANA� SHEATHING 1/2" OR 7/16" °° o 0 0 °° ° ° ° SIDING PER ELEVATIONS 10' 0 0 0 0 o 0 0 0 0 0 0 0 o f MAX. FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE o 0 0 0 GALVANIZED FLASHING HEIGHT °o 0 o NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL °° °° HEIGHT. ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. O 0 0 0 °° 00 00 CAMPBELL RTES o c / 2'TO 18' (FINISHED WIDTH)OF OPENING o 0 00 LI FOR SINGLE OR DOUBLE PORTAL / o o 0 o TYPICAL PORTAL FRAMEoc 0c CONSTRUCTION ° CONC. PATIOSLABPER oc MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 iBail ° FDN PNONSHEETA-2.1 �� MIN MIN ONE STORY L MIN TWO-STORY) MIN 1 000 LB HOLD�� o c DOWN DEVICE o 0 0 oMIN. DOUBLE 2x4 0 ° 0 c D MIN. (2)3,500 LB. STRAP-TYPE HOLD-DOWNS EMBEDDED INTO ► 0 0 0 0 FULL-LENGTH KING �, a COMPACTED STRUCTURAL 0 c EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 00 00 STUDS PER TABLE is r ' +• RETARDER 0 °c FILL BELOW 6-MIL VAPOR INTO FRAMING NAILED INTO FRAMING 00 00 R502.5(1)&(2) FOUNDATION DETAILS ° 00 0 -I�- .�•. *w O C J C FULL-LENGTH KING STUD NO. OF JACK STUDS PER - OPTIONAL 8"LONG#4 REBAR °° C Df (MIN. NUMBER OF STUDS TABLE R502.5(1&2) o c 0 0 STRUCTURAL PANELTHICKNESS WOOD —I 1— EMBED 3" INTO FDN. @ 24"O.C. CC SHOWN) — �` SHEATHING — K�' I (VERIFY W/BUILDER) / / p ° ° ° o c o 0 0 0 0 0 �_ 1 — J _ _ JOB No: CAMPBELL DESIGNED: LG , \w Q L 1;� DRAWN: SD/JR/BJ SIDE ELEVATION MIN 1 ANCHOR BOLT PE• R R602.10.6.2 FOUNDATION PER CODE DATE: 11/20/2017 REQUIRED W/2x2x3/16 PLATE WASHER 1 PATIO/FLOOR DETAIL 12 PORTAL FRAME WITH HOLD DOWNS (PFH ) SHEET�� 3/4" = 1'-0" \ / 1/2" = 1'-0" 1\ _2 . 2 WA I . ewe al FLOOR FLAN NOTES : ila IMIlli ii I. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED It SEE ELECTRICAL PLAN ON SHEET E-1,1 FOR LOCATIONS 48'-0" OTHERWISE (U.N.O.), VERIFY DIMENSIONS SHOWN ON 4 SIZES OF EXHAUST FANS. LOCATIONS 4 SIZES REQ'D / / LANDED GENTRY PLANS. DO NOT SCALE OFF DRAWINGS TO COMPLY WI THE WASHINGTON STATE VENTILATION 4 / 6'-3" / 13'-lam" / 4'-O / 5'-11" 161_2" INDOOR AIR QUALITY CODE 4 IRC M15O1.4 ARE AS / 2. FRAME EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.G, FOLLOWS: / �"-9� / 6"9 / 3'-11 4'-11Ia" 4'-Ilh° 4'-3�° HOMES AND COMMUNITIES TYPICAL KITCHEN: 100 CFM RANGE HOOD (MIN,) 29'_6 „ „ LAUNDRY: 50 CFM (SO CFM RECOMMENDED) / 18-5ys / REVISIONS BY: 3, FRAME INTERIOR WALLS WI 104 5/8" 2x4 STUDS e 16" O.C. BATHROOMS: 50 CFM (80 CFM RECOMMENDED) / 9'-03/4" / 8'-O" / 12' 54" I 2%" 18' 0" Mi." W/ I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL U.N.O. NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. (VERIFY) 'I // 2 - 8 - IS JR ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS 4, FRAME GARAGE/HOUSE WALL AND GARAGE EXTERIOR IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF izi "ca WALLS W/ 2x6 STUDS e 16" O.C. (VERIFY HEIGHT OF WALL ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER \ 1 �\ \ ON-SITE PER AS-BUILT FOUNDATION) P.T. 6x6 POST I I I 18. INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL- \ (2 TYPICAL) I I 5 I/Sx9 GLIB I I 5, VERIFY PLUMBING FIXTURE LOCATIONS ON-SITE, VERIFY SPACES/ATTICS TO THE EQUIVALENT RATING OF THE I Ic,, 24F-V4 DF/DF I I JOIST PLACEMENT BELOW FOR PROPER PIPE CLEAR- INSULATED FLOOR, WALL OR CEILING THROUGH WHICH FLUSH I I PATIO S 1(2$11 MIN. BRGJI II a (VERIFY SIZE) I I- COVERED OI I �' ANCES THEY PENETRATE II �a O 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. 19, MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB ' w 119 PA-1O �I I ' PER IRC SECTION MI301,3, STRAP HWT TO WALL PER C.. I I \1/4 18'-0" x 8'-5" I I 1, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N.O. IRC SECTION M1301,2. PROVIDE OVERFLOW PAN AND 60610 4- ENGH I I 3060 SH PIPING PER IRC CHAPTER 25. INSTALL T 4 P VALVE D ' R (TEMP,) 3060 SH 8, UNLESS NOTED OTHERWISE ON FLR. PLAN INSTALL 4x6 AND PIPE TO EXTERIOR TERMINATION, INSTALL A \ \ = \ a \ 1 .I „ ,„ ,I, HF*2 HEADER IN 2x6 EXTERIOR WALLS ABV, DOORS 4 VACUUM RELIEF DEVICE PER MFR. INSTRUCTIONS PER 7 - 5 I/SxIl5 GLB 60610 SGD (TEMP.) WI 4 T cD O LINEN PANTRY !I. WINDOWS W/ R-10 (MIN.) INSUL. INTERIOR SIDE OF UPC 504,E -\ O 24F-Y4 DF/DF N 6010 TRANSOM ABV, ill HEADER. INSTALL 4x6 HF*2 HEADER IN 2x4 EXTERIOR v °LI m (4 MIN. BRG.) 6xIO DF-L*2 01 WALLS (IF APPLICABLE) ABV, DOORS 4 WINDOWS U.N.O. 20. WHOLE-HOUSE VENTILATION PER NOTE *26. WHOLE-HOUSE CM u) \ 36" /E- i0 BEAMS 4 HEADERS TO HAVE 1 1/2" MIN, BEARING TYP. FAN LOCATED IN LAUNDRY ROOM (VERIFY W/ BUILDER) BI-FOLD 60" el-FOLD s c+ X U.N.O. (SEAMS SHOWN ARE MINIMUM REQ'D OR BETTER. 2-8 (p ,P N SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO -in4'-01t" `t. 1,2'-1a" 3'- " 3'-4 1/2" O 9'-9 1/2" O -11 DISCRETION) BE COVERED W/ 5/8" TYPE-X GWB AND PROVIDED W/ r 9 0 r WEATHER STRIPPING GASKET (MIN.) N Si } Ir f1' \ \ I \ DININ ROOM ccnn n 9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW r z 0 Q 1 } 11-8" 9'-a" N \ ENDS OF GIRDER TRUSS ABV, W/ ROOF FRAMING PLAN 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION O } W a z z =� ul 4 ON SHEET A-4.1 AIR DUCT W/ MIN. 6 SQ, IN, SIZE AND PROVIDE READILY co CO u N m co 'O Q - OPERABLE DAMPER. INSTALL GAS FIREPLACE WI CLR, ' I Q , MASTER BEDROOM 2' 8" w d O 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR 4 COMBUSTION AIR PER MANUFACTURER'S RECOMMEN- 13'-5" x Il'-2" \ N - KITCHEN TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CATIONS AND PER CODE = Q' 0 E -a d J 11'-8" x I D'-O" CABINETS, ETC., BTWN, STUDS. COORDINATE W/ BLDR./ o m _ , O _ / q OWNER FOR LOCATIONS 23, INSTALL 1/2" MIN, FIBERGLASS-FACED GWB BACKER AT a_ Q - p C�F/ I TUB/SHWR. SURROUND \ \ a w WALK-IN I L .9 ` I I I I Q O 11, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT o a �, CLOSET a ' _ I z GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, 24, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MINIMUM 30" W ` LL Q ro I w 3 4 5/8" TYPE-X GWB A GARAGE CEILING TYPICAL (W/ A CLEARANCE TO FRAMING ABV, USE PLYWOOD DAMS .0 S R =a r Z -Ill � a p SCREWING PATTERN OF 6" O.C. ON EDGES AND IN FIELD TO CONTROL CEILING INSULATION O OPNG. EDGES m I O I 1 w WHERE LIVING SPACE OCCURS ABOVE) „ ;I I W _ I'-9 MIN, Q 'I I I n 1 co O 25, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL CLEAR, W I I I m 4 O � --,4- 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF- AREAS, COORDINATE THICKNESS WI OTHER FLOOR N \ " \ \" - - - CLOSING HARDWARE FINISHES TO PROVIDE SMOOTH 4 LEVEL TRANSITIONS �a = _ „ a GAS MI = n 4x12 HDR. (SEE BHT, A3.4) �+ r+ 3'-D SEE NOTE *19 HWT I I ( - — - — — - — - — + .(4.o * �- 21. TO COMPLY W/ 2015 WSEC SECTION R406,2, THIS HOUSE “ I (OPT.), -URN, \ \ \ Q 13, REQ'D DECK/PATIO RAILINGS TO COMPLY WITH IRCp PER 12" ,'-'4x,) I I 1 SECTION 312 IF DECK/PATIO SURFACE IS 30" OR MORE (2,242 SQ, FT.) WILL NEED 3.5 ENERGY CREDITS. TO `r i- 6 3" 13'-II" 0 IRC tense �\ " Q ABOVE FINISH GRADE WITHIN 36" MEASURED HORIZON- ACHIEVE THIS, THE FOLLOWING OPTIONS HAVE BEEN / / / "B' o" STOR. / 2 / IP-0 2'-11Fz _ TALLY AT THE OPEN SIDE (VERIFY ON-SITE) SELECTED FROM TABLE 406.2: BOLLARD - a 1305,3 S a R 18" x 24" CRAWL `) OPT. la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE, a Igo PWDR, _ _ _ _ SPACE ACCESS1 -I 0 SEE NOTE *15 FOR INSULATION VALUES, .0 / ROB' GUEST v w N _ O 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL SEE NOTE *Il ~ * ' HEIGHT TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ OPT, 3a (1,0 CREDITS): HIGH EFFICIENCY HVAG EQUIPMENT, „ (MAX 9 I.:.' 2 \ 3 24 w ^\ \ WDW, SUPPLIER AND/OR MANUFACTURER) USE GAS FIRED FURNACE W/ MIN, AFUE OF 9490, USE ease 1. \ U E ~O CHAMPION GAS FURNACE (OR EQ, - VERIFY WI BLDR,) 1 cA- 0 ` y' Q z 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE W/ 95.5% AFUE. \ -a\ -4 _ I LIVINGROOM ill © -9 v th ENERGY CODE AND IRC CHAPTER 11 IS AS FOLLOWS: OPT. 5a (,5 CREDITS): EFFICIENT WATER HEATING, ALL � 6, ' 1 2-S 6'_4" I 3'_9 �" 16'-O" x 14'-O" la Q N FLOOR: R-38 SHOWER HEADS a KITCHEN SINK FAUCETS SHALL BE RATED _\_/ CSEE XXX / �p ti) IT_ Ili ? WALLS: R-21 (R-10 MIN. a HEADERS, TYP.) AT 1,15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS SHALL h NOT 2) PURR DN, N Y E BE RATED I,O GPM OR LESS. = 2 CAR GARAGE CLG, TO 8'-0 4 N Q \ N CEILING: R-49 (R-38 IF INSUL, DEPTH IS MAINTAINEDc� as \ -\ - _ 0 = z ii TO OUTSIDE FACE OF EXT, WALL) OPT. Sc (1.5 CREDITS): EFFICIENT WATER HEATING, WATER 9 19'-I x 211-5 - ENTRY - —4 11 V0 - N DOORS: U=.200 MAX, (ONE DOOR UP TO 24 S.F. HEATING SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A 9 O EXEMPT PER R402.3.4) MIN, EF OF 0.91. USE NAVEN NPE-ISOA (OR EQ, - VERIFY W/ 0 0 p _ WINDOWS: U=.280 MAX, (UP TO 15 S.F. EXEMPT PER BLDR.), UNIFORM ENERGY FACTOR OF .96, RECOVERY m v MI -'t R402.3.3) EFFICIENCY OF Sr., e SEE NOTE *8 (TYPICAL) `n GLAZING: 424,0 S.F. = 18.9% OF FLOOR AREA m 3 -1 \ > 1' ' 1---IJ JI I \ N N \ FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY v m LAUNDRY I l*LL (3)3060 SH W/ BUILDER) O m 6-0" x 1'-1" - I la REFER TO 2015 WSEC CHAPTER 4 RESIDENTIAL ENERGY po 3','I I La EFFICIENCY AND IRC CHAPTER 11 FOR VERIFICATION OF 1- 6x8 PORCH 21 THESE VALUES `l p HF*2 I_I p I I 9 II II+ _ _ _ _ 11►l I RAI_ING PER BUILDER II I 16'-0" x 1'-0" OVERHEAD GARAGE DOOR 3040 SH -� /�COASTAL 2 ELEVATION 'I I 16. MIN, REG/HEW FOR ATTIC VENTILATION IS AS FOLLOWS 4xI2 HF*2 (MIN,) ENTIRE LENGTH OF WALL Q 1 ONLY - SEE NOTE *13) u (CALCULATED 6I/300th OF ATTIC AREA PER R806,2 is lllJl EXCEPTION 2): \ \ \ , , ' _Jr__ \ I- ] �a \ \ COASTAL I: C — J - MINIMUM REQUIRED: 911,68 SQ, IN. L 4x6 CEDAR ARBOR BEAM P.T. 6x6 POST WRAPPED PER BLDR, (FOR COASTAL 2 ELEV. ONLY) •- 254" 15'-61a" 2�a° / 16" x 16" MASTIC-APPLIED STONE (3-CAR GAR.: I,O11.28 SQ, IN.) I R o _ _ // I COLUMN BELOW FOR COASTAL 2 ACTUAL PROVIDED: 1,453,55 SQ, IN. _ 0 _� / 5'-6" / 16'-0" ELEV, ONLY). TYPICAL (3) PLACES (3-CAR GAR.: 1,655.80 SQ. IN.) VENTED BLOCKING: 433,55 SQ. IN, (46 9 9.425 SQ. IN, ANY •� 2'-3" 2'-5 4'-III" 3' 4 3'-415" 5'-ly" u u u n u / / „ / n / EA,) 2'-I 16'-O 2'-I 3'-1 3-3 4'-8 1, 16 1-9 " 3-CAR GAR: 521,80 SQ. IN. (56 9 / / / / / 9.425 SQ. IN. EA.) / 20'-2" 6'-4" / 21'-6" RIDGE VENT: 1,020.00 SQ. IN. (85 L/F a 12 SQ, IN. PLF) / 48'-0" 3-CAR GAR.: 1,128,00 SQ. IN (94 L/F e 12 SQ, IN, EA.) 1 COASTAL 2: MINIMUM REQUIRED: SQ. IN. (3-CAR MAIN FLOOR FLAN CAMPBELL • GAR.: 1,011.28 SQ, IN.) ACTUAL PROVIDED: 1,333.55 SQ, IN. SCALE: 1/4" = 1'-O° 1,34ro SQ. FT, (3-CAR GAR.: 1,511.18 SQ. IN.) VENTED BLOCKING: 433.55 SQ. IN, (46 a 9,425 SQ. IN, EA.) 3-CAR GAR: 521,80 SQ. IN. (56 a 2,242 SQUARE FEET TOTAL 9,425 SQ, IN, EA,) GARAGE: 433 S.F. RIDGE VENT: 900,00 SQ. IN, (15 L/F 6 12 SQ, FRONT PORCH: IIS S.F. MAIN FLOOR PLAN IN, PLF) SACK PORCH: 144 S.F. 3-CAR GAR.: 584,00 SQ, IN (82 L/F m 12 SQ. IN, EA.) NOTE: FOR 2'-O" DINING EXTENSION, ADD 18,85 SQ, IN, OF BLKG (2 EA.) 4 24 SQ, IN. OF RIDGE VENT (2 L/F). FOR 4'-0" DINING EXTENSION, ADD 31.10 SQ. IN, OF BLKG, (4 EA.) 4 48 SQ, IN OF RIDGE VENT (4 L/F), JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR/BJ DATE: 11/20/2017 SHEET A-3 . 1 WA inli UMW iSIP 11 LANDED GENTRY HOMES AND COMMUNITIES 1 la'-5 4" / 4'-314" / 4'-111a" 4'-II " / 41-31" / 18'-51a" / 4'-34" / 4'-11'h" / 4'-I11h" / 4" / II II I Gov ED I I \ 4 1 \ FA 10 _ I I I I / lo'_o" / O O I I la'-0" 8' 0" 0c0 I I COYERED _ 1 1 PA 10 `Lj 4 i co 1 1 I 18'-0" x a'-0" I I c0 \ 3060 SH 3060 SH 1 1 \ \ I I \ A I C . tl =1 If. aFe 60610 SG TEMP.) IU/ I I I I 6010 TRANSO ABY. ' ' 3060 SI-4 3060 51-1 _ (1,1 O 1 - A� I I:' I FL ii II A \ _ _ r �a Q' O 60610 SGD (TEM1=3 W/ I 3'-0" in 6010 TRANSOM ABY. ,� 1 (OPT.) / I \ — m 1 7 t x \ N tii DINING ROOM O F x—\ x N 1T'-8" x 13'-a" 0 ' DINING ROOM _ O c Il' 8" x I I' 8.. -0 v M m m 3 CAR GARAGE -_ -_ 10'-O" x 21'-1" -_ -_ 1 �_ 34 I/2" HIGH 2x4 T M ( 34U ' i-HH2X4 � ., WALL BELOW_ \ ;!; _ WALL BELOW N a r ` I -= ; ct O il;7 4 11 1 � 1 , 0 ,, 4 I a "` �_ 0 0 I Q O II 1 I I ©_ Q O II 1 I i I' V g.�_ II O i p _ (K O I 1 .9_ v x II IQ I I-� I x I I III ‘ 1 Q . M 1 I 1 KITC - c I .. . I IL_ 1 O• I KITCHEN - -_ O• I 4 Ile 10'-0" MI - II la O. 1 1 11 n'-8" x 10�_O�� ,. I 1 ,11 ILL " I ,11 ILL � _ 4x12 HF*2 (MIN,) ENTIRE . 4 I —x 1 I r+LENCsTN OF WALL '- 6 1 Q 1 1 O \ '- Q I I\ \ I I lU �- '�t - I W I I _lcio �� u - I _ _ _ - IX 1 s _i 1 - - - _ (Y 1 I __ O a'-O x Z'-O OVERHEAD J - - - ' n ry _I ' N N GARAGE DOORiLi ' L \ \ matimastall \ \ I'-51a" / 8-O �f 61a 101-0" / / i \Nis.NN r �d r 3rd CAR GARAGE OPTION OFT, 4I-OII DINING EXTENSION OFT. 2I-OII DINING EXTENSION 14 SCALE: I/4" = l'-O" ADD 220 50, FT. SCALE: I/4" = I'-0" ADD is SO. FT, SCALE: I/4" = II-O" ADD Si SO. FT, a z O W - lir Ai CAMPBELL • firsiiii4 MAIN FLOOR PLAN OPTIONS JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR/BJ DATE: 7/11/2017 SHEET A- 3 . 2 ' WA IMIIIIMIE I Mee illl WIO iiMEMMIS MIIIMill 48'-0" LANDED GENTRY / 18'-0" / 12'-0" / 18'-O" / HOMES AND COMMUNITIES / 14'-51 " 31-6I " / 6'-0" / 6'-0" / /3'-10" 14' 2" / / 29-6 ia ' " 1S'_5 "I POR BELOW / \ II II II II II 11 I ILL kI 1 1 Ix 1 1 O 1I9 Di ' co 1Io 011 5 1/ 15 LS 5 1/Sx9 GLB 24F-v4 F/DF 1 I 24F-V4 DF/OF I I (" (4" MIN. BRG.) , (2,5" MIN BRG.) 6x10 DF-L"2 4x6 DF-L"2 WALL LINE BELOW I„ i- t Ni..;,,.... '....°ti ... :.i:. . ,:........ i1....Y.1 nniR........ -'11�0 , \ \ \ T u. t 0 9 \t= u 3030 SH (TEMP.) GIRDER TRUSS PER TRUSS MFR. J x 4 x 6 HDR. ON EDGE .9 f1 II A \ - — - —L — - — - - — ni — - — -1— — 1 a r it d► 6'-9 I/2" 1-4EADROOMaim lal I c^vn I ' cv �9 H 3 0 _ — LL Q1 O iCO1 7 ce - - - - - ' - - - - - - ggI - ter X , m q 2x2 1Q 'n CI- O / \ _ CV t : I : I : II1I : . IN - - r _� Si 3s2 ��33 I U - -nhnl— — . — to I QI I W _ - - @LL I L \ I �\ _ / UJ N U f UPPER Cl ro� <A 6 \\ CO \ \ 6'-9" WALL HGT, \ N \ ▪ - - - - - - - - - 4--r- - - -KC66R-0 E w 0- ki - (K r - - - - - 2J2x12 - C T - 1 . co - o —I I i 01 . - - - _ _ _ - - - � 1 a -I0 I 4x4 `F"2 p O _Z - n =v _ tilt _ 21-6" p Q `+ _ 22" x 30" (MIN.) 0IN " 1 f — — - - - - -6Wa — p - - ' _ w1 -I ° \ X _ v V' - - ATTIC ACCESS O 3 p Z —I Q J m — — — — - ru — - — - x z ; - u . BEDROOM "2 I (SEE NOTE "24 v U _Lill 3 U `t \ NIX `o W q u 13' 8" x 13'-0" ON SHEET A3,U ? `0 N " Ki ri _ _ _ _ - — — — — i - — - Q a u O Z _ (OVERALL) 1 - - 3 �� 0-1 BEDROOM "2 0 O ' p ' ~ 2)2x12` O m O Z Q (r O w Q „ c0 \ 3'-8 x 13-0 ril n Hi Q 3-3ui O Z Tn I:1 N L _ — _ — _ _ — _=Lri4 _ — _ — _ — _ — _ — _ , p N W N N Q �, n i n i n m Ul S W w ccx IWli I I— 7'-10�4 3-3h 9-11 II 3'-6" 4'-3 �' n !Jot 2 O to .xi t F - - - - - - - xt - - - - - - - - - - - � Q _ v R ?, SEENOTE "8 _ �� V IY — III~ O R e„ L r SHEET A3,1 (TYP.) ri L _ — _ — Q J 0 a LL• 17 60" B -PASS LOFT `Q = at 0- -1- x °' m TO - Pa'-I" x 19'-4" a' NF _ — _ — - _ — _ y - - _ _— _ - - - _ - - .*, v v 1 CLOSET - i (OVERALL) co O SHiLF 4 ROD " il � - - - - - - - - I *6'-9 WALLHGT, I �� \ \ _ _ Q 22" x 30" (MIN,) ATTIC - — ESS PANEL LW - — J�IR ACC S. OR DOOR F - — - — - I - - - - - - - - - - - - - - - � —; �0 �p - LOCATION) = — u_ I CO / Ul ✓ — V - - - y - - - - - - - - - - - - = CO J V 4x6 HDR. ON EDGE 1 4 s - -- - — - _ — - — _ — _ 6'-9 12" HEADROOM (TYP. EA WDW,) I a� s =J St= — _ _ _ _ II—1 J I —I1 - �l i!I ll��� (2)2xI2 HF"2 4x6 HF»2 I w 4x6 HF"2 (TYP. EA, WOW.) (A)3040 SH I WALL LINE BELOW \ I FLR. JST, I= CVI I II- III - i _1, 6x6 HF"2 (MIN.) 1-1' O I I Q O a GIRDER TRUSS PER TRUSS MFR. J _ 1 II 11►2 I x I I -x6 uF"2 —I I r ® I i \ \ \ 4x12 I IF"2 (MIN.) �1 WALL LINE BELOW PORCH LINE BELOW l'-10�" 6'-1It" 4'-Ili" 3'-4 " 3'-4 " 3'-41a" 4'-Ilia" // 14'-0" 20'-0" 14'-C" UPPER FLOOR FRAMINGPLAN / 48'-0" / SCALE: 1/4" = II-0" NOTE: ONLY BEARING WALLS BELOW SHOWN UPPER FLOOR FLAN N SCALE: 1/4" = I'-0" S9& SQ, FT, • CAMPBELL 4 UPPER FLOOR PLAN & UPPER FLOOR FRAMING PLAN JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR, BJ DATE: 11/14/2017 SHEET A3 . 3 WA see WIND CALCULATIONS: IRC TABLE R6O2.10,3(2) FOOTNOTES 121PI PI i =i eimi NUMBERED WALL LINES LETTERED WALL LINES t EXPOSURE CATEGORY 1,0 1.0 I ' I I , cs-wSP CS-WSP , LANDED GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1,16 1.16 / II f Ii I II \ N 13'-4 I/4" PANEL I 1 2'-94' 121-II" 2'-94"I I h (TO OPNG,) WALL HEIGHT 1.0 1,0 13' 4 1/4" PANEL 2'-ekeje 12'-ll j, 2'-94" p s-WSP S-WSP( HOMES 1 N D COMMUNITIES. (TO OPNG.) 1- 4- 1 II J n II II \ N NUMBER OF BRACED WALL LINES 1,45 1,45 CS-wSP CS-wSP , O REVISIONS BY: n WIND FACTOR TOTAL 1,45 1,45 r— - - - — — — - - - - - - - - - - — - I ._ - - - - - - - - - - - - - - - - - - - - - - - 0,- , - 4 A 2 - 8 - 18 JR ui cm 4 N Z Z BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R6O2) N/ �V/ (K w p —IV/ •4 I- -jil = S I BRACED BRACING BRACED REQ' BRACING: WIND GYPSUM I PANELS TOTAL BRACING ACTUAL ACED I I Q 1 I 11 p WALL LINE METH WALL LINE RATIO T C FACTOR FACTOR W/ D- OFT 41_O OPT 2 _O �O u TO T E 602.10.4 G 0 ,10,3(I) TOTAL DOWN REQ'D WAL ROvI - i m - OF T, 1 PFH 22'-0" 3,30' 1,45 N/A N/A 4,19' 12,Od • DINING EXTENSION = _ m z z DINING EXTENSION C 2 CS WSP 22'-0" 3.30' 1,45 N/A N/A 4,19' 1,88' - " — 0_ O ' L - SCALE: 1/4" = I'-O" — Q a O SCALE: 1/4" = I -O / 3 CS-wSP/CS-PF 22'-0" 3.30' 1,45 N/A N/A 4,19' 36.38' / I Q' ~ O to) o A 4 Y 7 •CS-WSP IS'-0" 2,10' 1.45 N/A N/A 3.92' 28,61' p A ,' ' A I CS-WSP 25'- 3 1,45 /A 5,44' / 21,13�/ I I 11lir ' A (OPT. CS-W 1'SP 25'-0" 3.15' 1,45 N/A N/A 5.44' 23.13' 58' O" I 2 -O EXT, A (OPT. 10-O 148'-O" I „ I i CS-WSP 25'-0" 3.15' 1,45 N/A N/A 5,44' 25.13' ' I I I I 4 -O EXT. I L 23'-0 t 251_0" B WSP/GB 25'-0" 1.15 1,45 N/A N/A 11.24' 12,83' I ., di 9'-Ilia" 6'-3" y � 16-Ila' / 12'-II° / 2'-9ia"j C CS-WSP 23'-0" 3.45' 1.45 N/A N/A 5,00' 12.19' di il' D CS-WSP 33'-0" 4,95' 1,45 N/A N/A 1,18' 18.15' 4 — - — — - — - I CS-WSP I CS-WSP IOPNG,N CS-WSP I SEE NOTE *8 ��`� — I = 1' — — i �— II II - - - II a- - - -\� - � • USE CONTRIBUTING LENGTH SHOWN IN TABLE R602.10.5 = te M , N N SEISMIC CALCULATIONS: IRC TABLE R602.10.3(4) ": - m aI K- ...= \ f z ADJUSTMENTS I it W 1, 9 i O STORY HEIGHT 1,0 I z (rz NOTE: - ~ O ,1) —� DESIGN WALL HEIGHT FOR BRACED 12 WALL DEAD LOAD 1,0 :_ rt O 4 Q WALL CALCULATIONS 9' TYPICAL I o & c I ROOF/CEILING DEAD LOAD 1,0 " ' s' m U — \ to 0.1 I I 1,800* (MIN.) CAPACITY HOLDDOWN CO STONE/MASONRY IN SDC D0 D2 N/A JDBL, STUDS TO FLOOR JOIST BELOW CRIPPLE WALL N/A I I �`. . a IN co il ¶ N r- SEISMIC FACTOR TOTAL 1,0 I 112 IC a p r co lit CS-WSP ' BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) \ \ o IQ 2,150* (MIN.) TENSION STRAP \ ro 1 w HDR. TO DBL. STUD BELOW BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL N — iw WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE REdO (AFTER BRACED WALL - — - —1.r- N—\— - — - — - - - — - — - - - ' — ' - — - - — - — - - ' — - — - — - — - — - — - - • - �. (CAT BLE R602.10. TAL LENGTH R602.10.3(3) TABLE R602,10,3(2) R602.10.3(4) ADJUSTMENTS) PRO \ CS-WSPI, lq Nl c I 3'-0" V '�\0 I L ' 0 \ PFH 3'-3" 5Y61' ,O 1,0 N 61' 2,00' m (OPT,) I CS-wSP 4x12 (MIN.) HDR. CS-PF 3 p9 1 m I / /� 1 Y O 2 CS-wSP 25'-0" 4,25' 1.0 O 4.25' 1,SS' 2 9 \ r t \ „ 1 , = N 10'-O 19'-8 4 / 10'-I� I / 4'-2 / 11'-O� / 2-6" / O 3 CS-WSP/CS-PF 58'-0" 9.86' 1.0 1.0 9,86' 36.30' / I 4 CS-WSP 48'-O" /8\,16' I,O I,/O 0.16' /� 28,61' Li T _/� ,4 WSP 43 O° 5,18' � 1/ 21.13' 1.0 L N O A (OPT. 9 0s „ CS-WSP 36'-0" 6.12' 1,0 1,0 6.12' 23.13' CV I co 2 -O EXT. _ •� THIS AREA: 653 SQ. FT, I I 4AOOEXt, CS-WSP 38'-O" 6,46' 1.0 1.0 6.46' 25.13'PT. Q 1 O N i N - - - r 67 _ = - - \ B WSP/GB 38'-0" 11,40' 1,0 1.0 11.40' 12.83' S U 9 1,800* (MIN.) CAP'Y HOLDDOWN — \ C CS-WSP 16'-0" 212' 1,0 1,0 2,12' 12,19' DBL, STUDS TO FDN. BELOW U- 1 04" HIG 1 D CS-WSP 22'-0" 3.14' 1.32 1.0CPNG,) NO 4,94' 8,15' _ 1,000* (MIN.) CAPACITY - — - III I. II I I () - - � -\_ - • USE TRIBUTING LESHO TENSION STRAP HDR. WALL IN T*AIBLE 602,I(0�,5 C -ti11SP GS WSP CE� W �1... I `OTEV �70 DBL. STUD BELOW 2,150*ENS (MIN.) CAPACITY N + 9 4x12 (MIN.) HDR. -TENSION STRAP HDR.- I I (SEE SHT, All) TO DBL STUD BELOW I I I I 1-- O I, PER IRC TABLE R602,10.4 INTERMITTENT BRACING METHODS: N N N METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS ® 1" SPACING AT PANEL EDGES INCLUDING 1? 1PFH� TOP 4 BOTTOM PLATES 4 1" IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR O 4xI2 (MIN.) HDR. (SEE SHT. A3,1) 9 SCREW SIZE, SEE TABLE 602,3(1), FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 -\—� -} II — - I 7 7 � R \ \ N 4,200* (MIN,) 1,000* (MIN,) FH PFH ' 2. PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS CAPACITY CAPACITYI CAMPBELL ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE HOLD-DOWN HOLD-DOWN 4,200* (MIN.) CAPACITY HOLD-DOW� R602,IO,6,1 ALTERNATE BRACED WALL PANEL) I I n u , '' a l u '' u n 4 8'-8 I'-II s 6'-3 I'-II 3'-6 3'-10 4'-3% / 9'-9' 3L 941' 3, PER IRC SECTION R602.10,6,2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS V V V / / V METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10,6.2 (REFER TO FIGURE / 10'-0" / 20'-2" / 16' 4" / 21' 6" A' R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) / 331-0" ' 25'-0" BRACED WALL PLAN 4. PER IRC SECTION R602.IO.4 CONTINUOUS SHEATHING BRACED WALL PANELS, sal-0" x 3—CAR GARAGE OPT. CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLEEND WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN JJ�� I I I J� /� LISTEDDS N TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN DTHOSE LISTED IN TABLE R60ANCE WITH ONE OF THE .1 B 0.4 1. PER IRC FIGURE R602,IO,8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, RA W CED ALL FLAN SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL A CRAWLSPACE) W/ 16d NAIL A 5" O.C. MAX. IF NO JOB NO: CAMPBELL JOIST BELOW INSTALL FULL-HEIGHT BLKG. A 16" C.C. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)I6d EA. BLOCK, NAIL SCALE: 1/4" = I'-0" 5. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: BLOCK TO FLOOR JOISTS W/ (2)16d EA, END. IF FLOOR ABV, NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE DESIGNED: LG METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ Sd COMMON NAILS s 6" SPACING PANEL W/ 8d NAILS e 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV. NAIL EA. BLOCK TO TOP PLT. W/ (3)Sd NAILS DRAWN: JR EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 6 3" SPACING PANEL EDGES AND 6" SPACING 4 NAIL BLKG, TO JSTS, W/ (2)16d NAILS EA, END NOTE: DATE: 11/20/2017 FIELD 8. PER IRC TABLE R602.10,5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES SHEET 6, PER IRC FIGURE R602,IO,8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- FOLLOWS (9' WALL): FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO < = 12" OPENING: 21" MINIMUM PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM A3 EACH BLOCK BELOW W/ 6 (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ Sd NAILS TOENAILED A " O.C. TO 84" OPNG,: 32" MIN. PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) • 4 DOUBLE PLATE BELOW (MAXIMUM SPACING) 96" OPNG. 41" MIN, PANEL WIDTH WA ■ SI WIND CALCULATIONS: IRC CABLE R602.10.3(2) FOOTNOTES , P II II II II - diala NUMSERED WALL LINES LETTERED WALL LINES aMila P as EXPOSURE CATEGORY 1.0 1,0 1 LANDED GENTRY S-WSP CS-WSP „ I „ I I \ \ 13'-4 I/4 PANEL / 2'-9/a / 12'-11 2-914 / ROOF EAVE-TO-RIDGE HEIGHT Lie 1.1ro (TO OPNG,) HOMES AND COMMUNITIES 1.0 _4 13'-4 1/4" PANEL / 21-9:" .1, 12'-11" - - is-WSP CS-WEPT• WALL HEIGHT 1.O m O --Lk \ _ \ (TO OPNG.) NUMBER OF BRACED WALL LINES 1.45 1,45 CS-WSP - - - - - - _ C - - - - - - - - - - - - - - - - - - - - 0 7- - - - - - - - - - a• -_ -at - 4 -"'- -'e - 4 WIND FACTOR TOTAL 1.45 1.45 - -� 1 = z_ f ii 1- O WIND SPEED COMPLIANCE (SECTION R602) _ �� WALL LINE BRACING WALLL BRACED BD BRAGMG, WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED '- s -�' 3 BRACED WALL LINE: t E ��T- OII O d OFT, 2:..- I D RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED V INDICATOR TABLE R602.10.4 SPACING R602.10.3(I) TOTAL TOTAL DOWNS 1,,,Plistit = m - Q 1 PFH 22'-0" 3.30' 1.45 N/A N/A 4,15' 12.00' EXTENSION z z DINING EXTENSION _ ix SCALE: 1/4" = I'-O" - Q d O 2 CS-WSP 34' O" 5.Id 45 N/A N/A 1.40' 1.88' - SCALE: 1/4" = 1'-0" - a - r0 WO �" 67 3 WSP/GB 22'-0 1.00' 1.45 N/A N/A 10.15' 29.85 S ` 5 5 O m D • ' ® 4 CS-WSP 34'-0" 5.10' 1.45 N/A N/A 1.40' 28.61' 0, I A CS-WSP 25'-0" 3.15' 1.45 N/A N/A 5.44' 21.13' I I 58' O" I Q A (OPT. 11 CS-WSP 25'-0" 3.15' 1.45 N/A N/A 5.44' 23.13' I I 2 -O EXT, Y 10' 0" 148'_0" i i I I I A (OPT. „ CS-WSP 25'-0" 3.15' 1.45 N/A N/A 5.44' 25.13' ' 23'-O" 25'-O" I j 4O EXT, i B WSP/GB 25'-0" 1.15' 1.45 N/A N/A 11.24' 2.83' 9'-I1 a" 6'-3" , I16'-Ih° I / 12-11 / 2'-9�"i it � II II C Cs-WSP 23' O" 3.45' 1.45 N/A N/A 5.00' 12.19' (12" HIGH 1 !I _/-SEE NOTE *5 p CS-WSP 33'-0" 4.95' 1.45 N/A N/A 1.18' 18.15' - - - _ - _ - _ CS-WSP - - - I Gs-wSP OPNG.) CS-wSP - 1. - - -l _® _ 3 m • USE CONTRIBUTING LENGTH SHOWN IN TABLE R602,10.5 Al I \ SEISMIC CALCULATIONS: IRC TABLE R6O2.10.3(4) � 0 -\ I - _ N ``-, K ADJUSTMENTS7 a v' NOTE: 0 STORY HEIGHT 1,0 I Z I- O 0_ = DESIGN WALL HEIGHT FOR BRACED e. U Q WALL CALCULATIONS 9' TYPICAL WALL DEAD LOAD 1.0 I o a _1 I ! ROOF/CEILING DEAD LOAD I.O O �' I co U * IJI I,800* (MIN.) CAPACITY HOLDDOWN DBL. STUDS TO FLOOR JOIST BELOW IF STONE/MASONRY IN SDC D0-D2 N/A111 a 1 1 1 m 1,, 1 ri r CRIPPLE WALL N/A 1• IQ `0� r SEISMIC FACTOR TOTAL 1.O _ y COrat it I. , wSP Iw BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R6O2) \ \ \ I IQ ! O BRACED BRACING BRACED WALL REQID BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL 'co ' Q - _ _ IN r THIS ROOM = 619 SQ, FT. N m WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE REdO (AFTER BRACED WALL - - -} r-\- - - • - - - - - - - - - - .y - _ I� - INDICATOR TABLE RS02.10.4 TOTAL LENGTH R6O2,10.3(3) TABLE R6O2.IO.3(2) R602.IO.3(4) ADJUSTMENTS) PROVIDED Q \ = _ _ = a 'V i , & - 30 I _ 4 1 PFH 36'-6" 6.12' LO 1.0 6.12' 12.00' • �n I (OPT.) / 1 b O O in I I I U N `r 2 CS-WSP 21'-6" 3.66' 1.4 1.0 5.12' 1.88' I O O (9'-10 I/4") 19'-S z" / / 2 9" /- - - ! \ J� / Q 3 WSP/GB 30'-2" 9.05' 1.0 1.0 9.05' 29.85' 1 ! } 4 CS-WSP 48'-O" 8.16' 1.4 LO 11.42' 28.61' �-� A21.13' to W CS-WSP 34'-0" 5.18' 1.0 1.0 5.18' O O II U A (OPT. CS-WSP 36' 0" 6.12' 1.0 - 1.0 6.12' 23.13 (� 2 -O EXT. v THIS AREA: 653 SQ. FT. I A (OPT. 0 IK CS-WSP 38'-O" 6.46' LO LO 6.46' 25.13' Q U) _ _ 4'-0" EXT. r m - ! B WSP/GB 38'-O" 11.40' 1.0 1.0 11,40' 12.83' 0 N _ Q 0 1,800* (MIN.) CAP'Y HOLDDOWN \ I DBL. STUDS TO FDN. BELOW W C Cs-WSP 6'-O" 2.12' 1.0 1.0 2.12' 12.19' (84 HIG s CPN p CS-WSP 22'-O" 3.14' 1.3 1.0 4.86' 18.15' 1,000* (MIN.) CAPACITY ,_ _ - - -L G.) �I l 11 U 11 I y U - - - -\-- - TENSION STRAP HDR.-- I G -tiUSP GS-WSP i . USE CONTRIBUTING LENGTH SHOWN IN TABLE R602.10.5 TO DBL. STUD BELOW 2,150* (MIN.) CAPACITY 0- I I I ` O QR /`\ CED WALL LL NOTES : 4x12 (MIN.) HDR. -TENSION STRAP NDR. I 0 I I III 3 �.,,JJ {� W f"rt (SEE SHT. A3.0 TO DBL. STUD BELOW X II st v PER IRC TABLE R602.10,4 INTERMITTENT BRACING METHODS: \ N METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD WI NAILS OR SCREWS A 1" SPACING AT PANEL EDGES INCLUDING p /PFH 4x12 (MIN.) HDR. (SEE SHT, A3.0 Q TOP 4 BOTTOM PLATES 4 1" IN FIELD; FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL 0- - _ ! N ! IR SCREW SIZE, SEE TABLE R602.3(1)3 FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 O "�-� " - - - / pH PFH CAPACITY 4,200* 1N �/ CAPACITY000* CAMPBELL 2. PER IRC SECTION R602.IO.6,1 METHOD ABW: ALTERNATE BRACED WALL PANELS �� (MN.) CAPACITY HOLD-DOW � ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE HOLD-DOWN HOLD-DOWN 4,200* R602.10.6.1 ALTERNATE BRACED WALL PANEL) I'_4" g'-8" j' 11 °/ 16'-3 j'-11Yi"/ I 3'-6" / 3'-IO�s" / 4' 3�" / 9 9 / 3 114 / / 3. PER IRC SECTION R602.IO.6.2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS / 20' 2" / 16'-4" / 2P-6° METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.2 (REFER TO FIGURE / 10'-O R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) 33'-0" ' 25'-0" / BRACED WALL PLAN At I ip 3-CAR GARAGE OPT. 4, PER IRC SECTION R602,10.4 CONTINUOUS SHEATHING BRACED WALL PANELS. / 58'-O" CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHASLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE WALL J� END WALLS, BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS �� �jEl�� 1)../ W �� i�L�4N LISTED IN TABLE R602,10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 1. PER IRC FIGURE R602,10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT.SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL 6 CRAWLSPACE) JOB NO: CAMPBELL W/ 16d NAIL e 5" O.C. MAX. IF NO SCALE: I/4" = 1'-O' JOIST BELOW INSTALL FULL-HEIGHT BLKG, 6 16 O.C. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK. NAIL DESIGNED: LG 5, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS:METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL BLOCK TO FLOOR JOISTS WI (2)166 EA. END, IF FLOOR ASV. NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE DRAWN: JR W/ Sd COMMON NAILS 6" SPACING PANEL W/ Sd NAILS 6" O.G. ALONG BRACED WALL LINE. IF BLKG. ASV. NAIL EA, BLOCK TO TOP PLT. W/ (3)8d NAILS NOTE EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 13/4" STAPLES 3" SPACING PANEL EDGES AND 6" SPACING 4 NAIL BLKG. TO JSTS. W/ (2)16d NAILS EA, END DATE: 1 1/201201 7 WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES SHEET FIELD S. PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOR REQUIRED WALL (EXAMPLE: A CS WSP/GS WALL 6, PER IRC FIGURE R602.10.5(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- FOLLOWS (9' WALL): IS CALCULATED ED USING BRACING N AMOUNT ONLY, EXAMPLE: IT WILL PERFORM HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, NAIL BOTTOM PLATE TO < = 12" OPENING: 2111II MINIMUM PANEL WIDTH A3 . 4 A WI TH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ Sd NAILS TOENAILED 6 O.G. TO 84 OPNG.: 32 MIN. PANEL D DOUBLE PLATE BELOW (MAXIMUM SPACING) 96" OPNG, 41" MIN. PANEL WIDTH WA it TRUSS NOTES - MIS IIIIIIIII ISIlio I. ENGINEERED ATTIC-FRAME TRUSSES 9 24" O.C., SPAN 38'-0", CLIPPED TO 34'-O", NO TAILS (SEE TRUSS PROFILE THIS SHEET) I• ZI * OPT, 1-0 I I DINING EXTENSION Silli 2. ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 38'-0 CLIPPED TO 34'-O", NO TAILS (SEE TRUSS PROFILE W LANDED GENTRY 6! / SCALE: 1/4" = I'-0" THIS SHEET) 121 HOMES AND COMMUNITIES 3. ENG'D GIRDER TRUSS, SPAN 20'-2", NO TAILS NOTE: I FOR 0 -0" DINING EXTENSION, FRAMING NOTES: 4. ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 38'-0", NO TAILS (SEE TRUSS PROFILE THIS SHEET) I / ONE MORE TRUSS *9 (SEE TRUSS ROOF �.�:.:._:: -.:", CONNECTORS AND HURRICANE TIES 'MI itn11T� ,,i;;9lll�t,rii4111iii:';4v14>'1;�"1:! '!fIL!'�1'ijl��!N"ii!'ii,;ll{L'!;It;,iiititiiL�iliNble"!a,tora:;;k:!<�.�'iiii:}_:,�:7 NOTES EE BHT. A3.2 FOR � i�ImHfN9:NB�iIBh,1�CH�".: i IiP�'6ti 41 , 1. TRUSS HANGERS, CONNE 5. ENG'D ATTIC-FRAME TRUSSES 24" O.C., SPAN 38' O" 12" TAIL ONE END ONLY (SEE TRUSS PROFILE ' OPT. 4'-0" DINING EXT PLAN TO BE SPECIFIED BY TRUSS ENGINEER AND/O ARE R MANUFAC- THIS SHEET) ` SEE NOTE *15 1 IIS TURER. PLAN AND PROFILES(IF APPLICABLE) kl'i N if l If l� if if if if in DESIGNERS CONCEPT. VERIFY ANY CHANGES TO THIS 111 I 1 1 I 1 I / PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. 6. ENG'D GABLE TRUSS, SPAN 20' 2" 12" TAILS SE, NOT: *12 N N 2x6 I m1 I 2x6 I I ;, 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT 1 1. ENG'D TRUSSES 24° OD., SPAN 16'-0", 12° TAILS m GABLE TRUSS, OTHERWISE NO TAILS W ��' 'p ENGINEERED DESIGN TO THE BUILDING DEPARTMENT QI �` I FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- S. ENG'D MONO-TRUSSES 6 24 O.C., SPAN 3'-l1 1/2" (ATTACH WALL SHTG. BEFORE INSTALLING TRUSSES), J 2x4 1 , I 2x4 I ATION. i. �"��°�. L y 'I' / 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED I 12" TAIL (EXCEPT FOUR TRUSSES WI NO TAIL). f if y xl J d!' 11 ; VI �` SEE NOTE *11I s OUT BY DESIGNER. 9. ENG'D TRUSSES 24" O.G., SPAN I3'-5 I/2", 16" TAILS (ADD ONE TRUSS FOR OPT. 2'-0" DINING EXTENSION, 1i w <"� 1 / I''i 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS W ADD TWO TRUSSES FOR OFT. 4'-0" DINING EXTENSION) 0 ti� N 1 / / I Ii )1-4"// Z 1 O )-4/ TO BE SPECIFIED BY TRUSS MANUFACTURER. 1 IIL_?l z 4' Q 1 10. 2x12 DF-L*2 RAFTERS 24" O.C. L35" DEFL.), BIRDSMOUTH FOR IS" TAIL (SEE BUILDING SECTION) W W 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED p I N EDGES AND Sd NAILS @ 12"O.C.AT INTERMEDIATE FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- II. STICK-FRAME OVERFRAMED AREAS AS SHOWN IF OVERFRAMING PACKAGE NOT PROVIDED BY TRUSS Q 0. iiI / DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT MANUFACTURER (VERIFY WI BUILDER) o UNSUPPORTED EDGES. i'' 2x8 2x5 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- N T USS SPAN 19'-3" (VERIFY THICKNESS OF TRUSS *2 4 *4 TO DETERMING SPAN), NO TAILS f;1 ;i�lt imiMr'i? Iu,'t ,.isa::llik lil Ifif IN FIIIIIIIhlill llii�kl�II I,I;�G,IC.1�liI I,Y11i IliiSl!il.f lll# N1� IG! 7 1lI�INg Via€ IiNf �fii�N {r dl�luln l.i = S RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY 12. ENG D. GIRDER R (SEE TRUSS PROFILE) lid I I I I / :II LOCATIONS. ;I11 SEE NOTE *I6 -� III p1 I / 2x6 1111 2x6 / II: 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING 13. (2)2x12 DF-L*2 RAFTERS (BELOW DORMER RAKE WALL) WA_L FRAMED OVER l71 nil I i WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR 4. FOR 3-CAR GARAGE OPTION ONLY: ENG'D TRUSSES g 24" O.C., SPAN 22' O" 12" TAILS GIRDER TRUSS ell In 8 VENTILATION JL 1` 2x4 1 _ 2x4 I 1 L �G BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- IS. FOR OPT. 2'-O" OR OPT. 4'-O" DINING ROOM EXTENSION ONLY: ENG'D. GIRDER, SPAN IS"-5 1/2", NO TAILS l l f / q �I J� y;; ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH (I SEE NOTE *12 — {��� V �� SEE NOTE 'l liti END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) 16. ENG'D MONO-TRUSSES g 24" O.G., SPAN 4'-I" (VERIFY THICKNESS OF TRUSS *12 TO DETERMINE SPAN), { TO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON I{ Yea HANGERS. it 2" TAIL (EXCEPT TWO TRUSSES W/ NO TAIL). _ I IIIl I, 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECD, 4 LOCATED BY TRUSS ENGINEER AND/ 1 THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS ��I RAKE WALL FRAMED I1 •� RAKE WA L FRAMED ,r, AND FLOOR BEAMS. `'t, ABOVE RAFTERS II" °1' —ABOVE AFTERS t PLAN W/ TRUSS ENGINEER AND/OR MANUFACTURER I 4 ij' 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, H It illy RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. O 1 I! if 11. PROVIDE CONTINUOUS RIDGE VENT. eI QIt 2 II 11 s 4 12. SEE PLANS FOR HEADER SIZES. s II m > c 0 W II w \ p 1 0 SEE I SLE 13, PANEL.SEE FLOOR PLANS FORILIOCATIONS,ACCESS \ 'I' Z NOT= * O SEE NaTE *1C ( NOT- *10 1. W �� = W 3 ;I' 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. 19' 3"(VERIFY) N i1 / / " I`I O W 4k 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- Wi. SEE N+TE *L l La ' LESS NOTED OTHERWISE. TRUSS *12 PROFILE �' 1 Z_ ,: �7 RIDGE L NEK. L _ L L L L L J L L R! GE LINE Of 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS — WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 SCALE: I/4" = II-0" 1; Q r r 5 %Sx22 f2 GL= FL DF/■ r r o- i''N PSF LIVE LOAD ON BOTTOM CHORD. Iv O (2" MIN. B ARIN�� IF N� T HUNG FROM TRU' ) O 11 p! i.' U U Ii 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE41 TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING SEE NOTE *14 SEE NOTE *5 ", SEE NeTE *10 SEE NOTE *I Q Ili. COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE °�` P TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- Ilit NG OF METAL PLATE-CONNECTED WOOD TRUSSES ,flit ,. II 1 \ K:' I I 'f 12 — — • 11 — — Ci P / i — gl I }1_I a { RAKE WALL FRAMED 1 111 RIDGE LINE W I i ABOVE GIRDER TRUSS RAKE WAL ED 14 g _ li ,. 1 i_ ABOVE GI-DER RUSS 1 1 Fit { t ' it r� ill 2x4 2x4 ` n m \- S=E NOTE *II --�� p1 I \{\'�e I' 2xIO COLLAR TIES/CLG. JSTS. II *\-\-/trill } WI Ir e 24" O.C. DORMERS (TYP.) b 4,�/ p X i t, m ;7/t- it \Ne/��i /2x4 �1 2x4 v� 2 •x4 ' 2x4 6i Cal \ $ � i Jr, I 2x6 QI 2xe I -„ L :: ., ,. :, Ira x • BEARING WALL �I III—V-- / / I 2x8 1 IN 2x8 ,III 1 "? - ), ' u i / / / I 1 I I I I 1 III L INC/ SEE NOTE *8 / / II O 121 6" 13,-0" 8'-6 S, / 1 I I I I I I III I I $' I O Z / / / / ' flf 1,111 Ido.hfl ,,,hJ„W ,i,, JL JL JL JL JL J_ JL JI L JL JL _ _ ri 34'-0" / / ZI .* -------SEE � N / ill YI N / / SEE NOTE *6 JI SEE NOTE *3 TRUSS #1 *2 PROFILE p ,�So �DS 1 / �DS Ai- J 1 SCALE: I/4" = I'-0" 2x6 FRAMING FOR POP OUT AT VENT 5" (MIN.) BARGE EXTENSION TYPICAL • END OF GUTTER (SEE ELEVATION) GARAGE OPT, ROOF FRAMING PLAN SCALE: I/4" = II-0" SCALE: 1/4" = II-0" 4, 12 \ 3I/2 / 8V CAMPBELL case - c., 6x6 CEDAR C `°\ � RAFTER SPANS e 2411 O.C. SPACING { \ 1 25* PSF LIVE LOAD, 35* PSF TOTAL LOAD ROOF FRAMING PLAN n \\ RAFTER MAXIMUM ALLOWABLE SPAN PER ROOF PITCH COASTAL 1 °\ (GIRDER TRUSS *3 __ SIZE 3:12 4:12 5:12 6:12 1:12 8:12 9:12 10:12 11:12 12:12 _\ r N 2x4 HF*2 5'-4" BEARING WALL �\ 5/4x6 CEDAR 2x6 HF*2 8'-4" 8'-3" . JOB NO: CAMPBELL DESIGNED: LG / / x%/ * 9 - 3'8 3'-�' 13'-6° 13 0'-11" 0'-10" 10'-9" 10' 8" DRAWN: JR O"/ / I2 6" / 13'-0" / 12' 6° / 3" II I/2" I" 2x10 DF-L 2 13 '� " -4" 13'-2" 13'-1" 13'-0° DATE: 11/14I2017 / 38-0" / J� � � �� �� �� �� SHEET TRUSS *4 4 #5 PROFILE CORBEL DETAIL 2x12 DF-L*2 15'-10 . 15' 15'-8 15' 15'-6" 15'-4 15'-3 15'-I 15'-0 SCALE: 1/4" = 1'-0" SCALE: 3/4" - II-0" q4 1 " IF OVERFRAMING NOT PROVIDED BY TRUSS MANUFACTURER. USE RIDGE BOARD ONE SIZE BIGGER THAN LARGEST RAFTER WA MS MI SP SI 1 IS SI 12 LANDED GENTRY �S ENGINEERED ATTIC-FRAME TRUSSES 12 flint a HOMES AND COMMUNITIES � � '" �� 24" O.C. PER ROOF FRAMING PLAN "IS5 �i 1/2" CDX PLYWOOD OR 1/16" 0555/8" TYPE-X GYP. BD. 2x OVERFRAMING PER SHEATHING (VERIFY W/ BUILDER) 1 CEILING TYPICAL TYPICAL ROOF SHEATHING MING PLAN1/2" GYP. BD. TYP. WALLS ►-- «0. « ROOF FRA �p « .. ENG'D TRUSSES 24" O.G. ' p ENG'D TRUSSES e 24 O.G. « 4. o PER ROOF FRAMING PLAN « .. PER ROOF FRAMING PLAN 3/4" T 4 G PLWD, OR OSB .. SHTH'G (VERIFY) TYP. PLR. "'' II Q II 4 ��/7/� )) �!�/��/7��/7��/7��/�) 1n/1/�1/�J 1/�/ 1n/1( 1r ,n/ C u I1/�(' rinr\ /�(I I, -. J/'V'J 057 J'"""'1;"�l V l.���� I'\!,�'�\ I'�`��;\/1 �tl��/\�l\� ll/ II A � r �� � � �V V\ \!V\ � Y 5/8" TYPE-X GYP. BD. 5/8" TYPE-X GYP. BD. \ I/2" BLANK PANEL ,' 5/8" TYPE-X GYP. _ 1 1/2" BLANK PANEL CEILING TYPICAL (SEE NOTE "Il, BHT. A3,U I 21 SOFFIT (VERIFY) BD. CEILINGS TYP. 2x4 STUDS SOFFIT (VERIFY) 2x6 STUDS 16" O.G. I" 6x6 POST (WRAP 0 16." O.C. 2x6 STUDS 6 16" O.C. 4r EXTERIOR WALLS TYP. 6x6 POST (WRAP EXTERIOR WALLS TYP. d PER BUILDER) PER BUILDER) MASTER BEDROOM GARAGE DINING ROOM KITCHEN LIVING ROOM 1'-4" x I'-4" STONE 3/4" T 4 G PLWD. OR OSB I VENEER COL. PER A 1/2" HIGH-DENSITY OR SHEATHING (VERIFY) ON 2x10 COASTAL 2 ELEV. 5/S" TYPE-X GYP. BD. 4" CONC. SLAB HF"2 FLOOR JOISTS g 16" O.C. I PER DNr PLAN 1 PER FDN. PLAN (TYP. BEARING WALLS) � 2x10 BLKG. Iar At ar I I 611 GONG. 1 • II �I .I A n A n " L " • I IIIFOUNDATION S n�n�u�n�n�n�" A a . s, PER FDN. 4" CONC. SLAB OVER h o 6—MIL. VAPOR RETARDER PLAN � ��ff �n�u nnanu �n u�n�.n�nt �Ir i=1nnnn �nnir 1111111 . . an�n_n�n0 (SLOPE I/8" PLF MINIMUM 16" x 8" CONC. FOOTING 16" x 8" CONC. FOOTING 6 MIL. VAPOR BARRIER TOWARD GARAGE DOOR) PER FOUNDATION PLAN PER FOUNDATION PLAN THROUGHOUT CRAWL SPACE 'BUILDING SECTION 6 GARAGE/MASTER 'BEDROOM BUILDING SECTION 6 PORC1-IES/DINING/KITCHEN/LIvING SCALE: 1/4" = I'-O" SCALE: I/4" = 1'-0" I i.,. - . _ - i SENGNEEREDTRUSSESOC 4 14111‘ NS I, 5/8" TYPE-X GYP, BD, CEILING TYPICAL I 5/4x8 SIS2E FASCIA . '� "4 2x6 STUDS � 16" O.C.��� I`� U I/2" CDX PLYWOOD OR 1/16" OSBEXTERIOR WALLS TYP. SE RIDGE BEAM PER PLAN SHEATHING (VERIFY W/SiUILDER) rON 2x12 DF-L"2 RAFTER o 24" D.C.GARAGE 2x10 CEILING JOISTS/ - COLLAR TIES m 24" O.C. � � � 12 1/2" HIGH-DENSITY OR 2 3.5 k /8" TYPE-X GYP, BD. N 2x4 SCREENED/VENTED (TYP. 6 BEARING WALLS) BLOCKING TYP, 5/4x8 5152E PRIMED- 6" CONC. 5/8" TYPE-X GYP. BD. SPRUCE FASCIA W/ 5" FOUNDATION nin�n� �ur n�urn�u= 2x6 STUDS o 16" O.C. ■ CEILINGS TYPICAL PAINTED MTL. GUTTER PER FDN, 4" CONG, SLAB OVER EXTERIOR WALLS TYP. G PLAN ids 6-MIL. VAPOR RETARDER ( � 4x6 HEADER (TURN ON (SLOPE VS" PLF MINIMUM 16" x S" GONG. FOOTING444 EDGE) TOWARD GARAGE DOOR) ROOF LINE BEYOND PER FOUNDATION PLAN ENG'D MONO-TRUSSES 3/4" T e G PLWD. OR OSB 0 24" O.C. PER ROOF 44. 444 2x4 STUDS SHEATHING (VER FY) ON 2x12 FRAMING PLAN GIRDER TRUSS 6 16" O.C. HF"2 FLOOR JOISTS 51 16" O.C. E3UILDIN& SECTION e OFT.3-CAR GA4RA4GE SCALE: I/4" = I'-O" f 0 !!� 1/2" CDX PLWD, OR 1/16" u 12 6x6 HF"2 BM. OSB SHEATHING (VERIFY 2x6 STUDS ® 16" O.C. (MIN.) W/ BUILDER) ON ENG'D 12 1/2" CDX PLWD, OR 1/16" OSB SV 0 u EXTERIOR WALLS TYP. SHEATHING (VERIFY W/ BUILDER) 1/2" CDX PLWD. OR 1/16" 05B /p I/2" GYPSUM WALLBOARD TRUSSES 9 24" O.C. b� /CRAWL //�°ON ENG'D TRUSSES 6 24" O.C. SHEATHING (VERIFY W/ BLDR.) INTERIOR WALLS TYPICALENTRY 2x4 SCREENED/VENTEDBLOCKING TYP. 2x4 SCREENED/VENTED u 3/4" T 4 G PLWD. OR OSBBLOCKING TYP. �I5/4x6 SIS2E PRIMED- 5/4x6 SIS2E PRIMED- SHEATHING (VERIFY) ON 2xIO iSPRUCE FASCIA W/ 5" I��� NF"2 FLOOR JOISTS s 16" O.C. II I l._. NI ���::: • PAINTED MTL. GUTTER 1/2" BLANK PANELii SPRUCE FASCIA W/ 5 I/2" BLANK PANEL 'ISOFFIT (VERIFY) PAINTED MTL, GUTTER SOFFIT (VERIFY) I )1515(1(S25�S2S?S� 2x10 BLKG. ������c���C������� S�SlS?S�S�SZS?571t �'� CAMPBELL '�I�u41M,a 4x8 HF"2 (MIN.) BM, ON -x 6x1O HF"2 BEAM — 6x1O HF"2 SM, J fl 4 DIA. PERFORATED 4x4 POST ON IS"x1S"xb"P.T. 6x6 POST P,T. 6x6 POST CONC. PAD FOOTING DRAIN PIPE � ;.o' 1 - r0 6 MIL. VAttAi�u�n�n �a-dln. a (itt �R.1-'''�,�I�o IIIIIII l n1mi l6" x 8° CON(. FOOTING Nom I R BARRIER11-4 x 1'-4 STONE THROUGH SPACE PER FOUNDATION PLAN ■VENEER COL. PER _ BUILDING SECTIONS 4" CONC. SLAB COASTAL 2 ELEV. PER FDN. PLAN 4" CON(. SLABar BUILDING SECTION eSTSTAIRS/DORMERS'= A PER FDN. PLAN SCALE. I/4 = 1 -O criyiringaititiln I u JOB NO: CAMPBELL DESIGNED: LG 1 DRAWN: JR/BJ DATE: 6/09/2017 UILDING SECTION e S 4CK FORCI-I BUILDING SECTION 6 ENTRY FORCW-I I ----------- SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" 1I A- 5 . I 1 WA eel S 1 S S I SI 4, LANDED GENTRY HOMES AND COMMUNITIES It `' n ��— SIDING PER ELEVATION ♦�: __— WALL SHEATHING 1/4_,HEADER �_ SEE STRUC.1. CAULKING R-101NSULATION :-• A METAL'Z' FLASHING 1 ♦_� VINYL WINDOW FRAME 1 2X6 WINDOW TRIM • I WINDOW FLANG �((7 ---N ��� I WINDOW FLANGE �/ CO /4"WINDOW TRIM @ FRONT& �� BACK ELEVATIONS ONLY(VERIFY) i L j VINYL WINDOW FRAME lc' boa WALL SHEATHING STUD WALL n �— SIDING OR BATTS 4 . rThi WINDOW HEADER WINDOW SILL J / SCALE 3" = 1'-0" SCALE 3" = 1' 0" i COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS 12 W/ BUILDER) ON 1/21' PLYWD, OR 7/16" OSB AND/OR SECTIONS SHEATHING (VERIFY) ON ENGINEERED ENGINEERED TRUSSES e 24" 0,C, TRUSSES El 24" 0,C, /4x6 S1S2E PRIMED SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) I. —_ /SI' TYPE I'X'I GYP, BOARD 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2x4 VENTED BLOCKING 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM CORNER PIECES OR PLASTIC CORNERS. (2)2X6 TOP PLATE 3. INSTALL WINDOW PER MANUFACTURERS ii RECOMMENDATIONS & BEDDED IN CAULK. 2X6 STUDS e l6" O.C. I1/21 GYP. BOARD ' 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 21/2"&OVER SILL TAPE. SIDING PER ELEVATIONS ON I/2'I _ 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE SHEATHING (VERIFY W/ BUILDER) OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER TOP OF TRIM.* 1 7. CAULK BOTTOM, SIDE,& HEAD TRIM TO WINDOW FRAME - ti AND SIDING. ' .,,„ `FLASHING TO BE UNDER BUILDING PAPER CONTINUING 2x10 RIM JOIST (VERIFY W/ BUILDER) UPWARD. P.T, 2x6 PLATE W/ I/2" DIA, x 10" 2x6 PLATE t ANCHOR BOLT 4 3"x3"x1/4" PLATE 3/4" T 4 G SHEATHING (VERIFY) ON WASHER 48'I O.C. 2x10 HF"2 FLOOR JOISTS € 16" O,C, 6" CONCRETE FOUNDATION WALL W/ i— �I » REBAR PER FDN, PLAN, R403,1,3,1 4 IRC TABLES 404,1,2(1) - 404,1,2(8), FOR .:.,;..1 )1 HF 2 BEAM ON 4x4 POST (4x6 e FDN, WALLS TALLER THAN 48", USE *4 ti' SPLICE) ON 90* FELT (OR SIM.) ON VERTICAL REBAR W/ 3" HOOK INTO _I11=III=111= 2I'- PAD FTG, PER FOUNDATION PLAN FOOTING 9 48" O,C, ' M a 16" x 8" CONCRETE FOOTING W/ A51 "� ' H• '`O A _ REBAR PER FDN, PLAN E R403,1,3,I co SEE HE/ II •;�. '•. =111-III=111--I I I a ' c FORHFAOFRDETA0.S m 4 PERFORATED DRAIN IN ° �ti FREE-DRAINING GRAVEL BASE it SEEA51? FOR HEADER DETAILS A _ TYPICAL WALL DETAIL w 00 SCALE: 1/2" = 1'-0" 64 �o NOTE: SIMILAR (SEE BUILDING ° M 3 SECTION ON SHEET AB.I) CAMPBELL C (V WALL DETAILS 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR DATE: 7/24/2017 SHEET A- 5 . 2 WA il I•a S III 4111 IIIIIIIIIIIII LANDED GENTRY HOMES AND COMMUNITIES Ii COMPOSITION ROOFING (VERIFY TYPE 4 COLOR W/ BUILDER) BUILDING HEIGHT ELEVATION NOTES: SIDING PER PLAN — — - VARYING 4 COMPLIMENTARY AND DLORE 2x BAND (PER ELEV.) — — - - _ WILL BE USED FOR THE T DIFFERENT HE T I/2 GHAMFER g FACE OF SHEATHING UPPER FLR. PLT. HGT, - -I - T FRONT ELEVDATIONATERIALS ON TOP EDGE " — ' — " — " — " - DECORATIVE GABLE VENT —� — _ - - INSTALL A SILL WHEREVER STONE/ DING PER PLAN SN M ED DORER PLT, H �—GT, — — — — — _ BRICK VENEER IS INSTALLED — — — — — CORBEL WHERE SHOWN (FRONT ELEVATION _ BLANK PANEL SIDING W/ lx2 - - -� ONLY - SEE DETAIL ON SHEET A-4,I) i1 BATTENS 9 16" O,C, (VERIFY _ _ _ — 12 � — 1 SAND DETAIL -_ _ ail�'`' LOCATIONS W/ BUILDER) e ` = _ BOARD WEIPRIMED SPRUCE BARGE I / SCALE: 3/4 = 1I-0" - ` / x4 TRIM TOP EDGE CTYP.) / x8 SIIlL.H. — UPPER FLR, LEVEL -- - _ _ - ; �- 2x10 BAND W/ I/2" CHAMFER a 70P PLATE HEIGHT iIh` EDGE (SEE DETAIL THIS SHEET) 1' 6' n Thr - - - - - - - - 1/4_T,O- WINDOWS la LAP SIDING (VERIFY 1 4 �_ , 4x6 BRACE PER DETAIL 'B' THIS SHEET TYPE, EXPOSURE 4 LOCATIONS W/ BLDR,) in L _ 5/4x4 CORNER TRIM (TYP.) 8I I ��� :: 8■ 5/4x6 DOOR/WINDOW TRIM m TOP 4 BOTTOM, 5/4x4 DOOR/WDW. TRIM ® SIDES (FRONT 4 Q' O MASONRY CAP ATOP -- 30-D' I BACK ELEVS, ONLY-VERIFY W/ BUILDER) 4x6 (MIN., VENEER (G.I, FLASHING E EPI • —� ABOVE TYPICAL) VERIFY) � I BUILDER 3O YPICAPPED PER L) IT N MAIN FLOOR LEVEL �, romi � W M SLAB GARAGE DOOR OPNG- - =I __ I AVERAGE GRADE CEDAR PLANTER BOX - MASTIC-APPLIED STONE VENEER (VERIFY _ PER BUILDER TYPE, COLOR 4 LOCATIONS W/ BUILDER) I'' FRONT ELEVATION ISCALE: 1/4" = I'-O" Alt rya. BRACE DETAIL 2 SCALE: 3/4" = 1' O" e_ 11011, . „"oriev...: ,,..._,, -f4,... ' 4 Oh . , 1, S 12 3,5 �_.-- IN W. IN14416. _ 5/4xS SIS2E PRIMED SPRUCE C FASCIA W/ 5" CONT, PAINTED METAL GUTTER (TYPICAL) 1. I J _ P,T, 6x6 POST (2 TYP,) _ - I _ - _ CAMPBELL 1 \ - FRONT & RIGHT 4 RIGHT ELEVATION '' 21-0" DINING EXTENSION 41_OII DINING EXTENSION ELEVATIONS SCALE: I/4" = I'-O" SCALE: 1/4" = I'-o" 3-CAR GARAGE OPT. SCALE: 1/4" -_ I -O COASTAL 1 JOB NO: CAMPBELL j al 4 DESIGNED: LG DRAWN: JR,BJ DATE: 11/14/2017 SHEET A-6 . 1 L.___..... WA Mee Si SMI S S 1 .1 SI S LANDED GENTRY HOMES AND COMMUNITIES 1 ELEVATION NOTES: VARYING d COMPLIMENTARY COLORS WILL BE USED FOR THE TRIM AND THE —_ _ _ - DIFFERENT BUILDING MATERIALSTHE FRONT ELEVATIONi _ __ ON - _ _ INSTALL A SILL WHEREVERSTONE/ BRICK VENEER IS INSTALLED 1 rr- - '''''.------....,_ g. _ _ - A - _ I I r , I I • 14. I SACK ELEVATION yy�s I. K gib! SCALE: 1/4" = I'-O" A , - 1 ......4 .11 - `� 1 4 ' - Allik- 2 3S 1 _ass _ 11 I:a I i J w 1 "11 ...e,-Mr -.' je. .4.4- -_ - 12 a ..." a _ 7 7 7 CAMPBELL I 47 1 n OPTIONAL 3 DOOR BACK & LEFT (VERIFY WI BUILDER) t, ELEVATIONS 412011 DINING* EXTENSION 21-011 DINING EXTENSION LEFT ELEVATION 3—CAR GARAGE OPT. SCALE: I/4" = V-O" SCALE: I/4" = 1'-O" SCALE: 1/4 = I -O 40/1 COASTAL 1 JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR,BJ DATE: 11/14/2017 SHEET A-6 . 2 WA it MOTS : PLUMBING-c (CONT'D�: ains 108. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE a PER IRC CHAPTER 29 iiilinieMie SITE PREPARATION: FLOOR FRAMING (CONTID)% 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC. 401.2 ] T T� T� L T�7 �T 1. BEFORE STARTING ANY SITEWORK CALL I-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN L A N D E D G E N 1 R 1 BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC, 502.1 I HEATED SPACE AND INSULATION PROVIDE MN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEG- HOMES AND COMMUNITIES 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQD UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO MECHANICAL: PER IRO 2016 SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC, 502.4 ] BEAMS AND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 I/2" OF BEARING ON WOOD OR METAL AND NO 121, NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE I IRC SEC, 502.6 I APPROVED BY THE BUILDING OFFICIAL I IRC SEC. 111.1 / NFPA 541,1,1.1 1 21. DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 1-1P2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,1). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56. ALL PLYWOOD OR OSB E WITH SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2" MIN, BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. G2411,4.1 / NFPA 54 1 BETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- STRUCTION SHOULD BE VERIFIED WI DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: 123, IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION LOCATION 4 LOADS DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. ' 22. WOOD JOISTS CLOSER THAN 18" OR WOOD SEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS.). DUCT SHALL TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET WOOD OF NATURAL RESISTANCE To DECAY [ IRC SEC. 311.1 ] [ IRC SEC. 803,2,1.1 ] FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62. ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC, 311.1 I THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR 24, PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV. THE EAVE OR DEHUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS [ IRC SEC. 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS.BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS I IRC SEC, 311.1.3 ] 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG, WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25. ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS I IRC SEC. 311.1 1 I IRC SEC. 802.10,2 1 QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC. SIT ] 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN, DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC. 802.10,3 1 BATHROOMS: 50 CFM MIN. 21, FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: I/2" DIA. OR GREATER STEEL BOLTS) [ IRC SEC. 311,3.1 1 66, TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE a CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 802.10,4 1 DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC. 311,1,5 1 61, TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R3OI.5 ARE PRESENT (TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE: WALL AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN, REGIMENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) EXTERIOR SHELL: 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER II) IS AS FOLLOWS: FLOOR: R-38 FRAME MAIN FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS 9 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS WALLS: R-2121 W/ 92 5/8" 2x6 STUDS 9 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER), FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) a 16" O.C. W/ I/2" GYPSUM WALLBOARD MOTH SIDES TYPICAL UNLESS NOTED 11. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF, INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS WI 92 5/8" 2x4 STUDS A 16" O.C. W/ I/2' GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. (U.N.O.), FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) O 16" O.C. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=.280 MAX, TYP, UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=.500 MAX. SIDING OR TRIM PROVIDE A I5-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. t EXHAUST DUCTS MIN. R-4 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM I IRC SEC, 103 I (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY:A FETY: CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8" THICK 4 1 I/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC. 319.1 ] (CHECKH WITH WALLS, REFER R 2E15 WSEC CHAPTER 4 < IRC CHAPTER II FOR VERIFICATION ME INSULATION THE BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE NAILS EA, SIDE I R602,6,1 I 2015 WSEC) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST I4AVE A MIN, NET CLEAR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESS! GUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24 BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM i 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. AND A MIN, NET CLEAR OPENING WIDTH OF 20 INCHES, FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV. THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE I IRC SEC, 310 1 DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY, CRIPPLE WALLS LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL INSULATION. PROTECT ALL FOAM CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE I IRC SEC. 801 1 INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABV, GRADE TO PRE- VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602.9 AND 602.10,11.1 1 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREA?ED THE ENTIRE BUILDING 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36, WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT I IRC SEC. 401.3 1 MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602,1(1) AND R602.1(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 1 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC. 103.2 1 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136, SOLE PLATE IS TO BE CAULKED AN GLUED TO FLOOR. RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED. ALL HOLES OR SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENE- 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC. 315 1 TRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SEC. 602,3.2 1 SINGLE TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN AIR TIGHT 4 SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS t DOORS TO BE SEALED/CAULKED 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING OF ITS WIDTH, STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS [ IRC SEC. 312.1 1 (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R602.6(1) t R602.6(2) 1 81. INSTALL 1/2 GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1,1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE 11/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602,6,1 I IRC SEC, 302,6 1 NOTE: SELF-CLOSING HARDWARE REQO BY CODE FRAME PRIOR TO THE TEST I WSEC R402,4,1,2 1 EXCEPTIONS: A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- EXTERIOR WALLS OR SEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY I IRC SEC, 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I IRC SEC. ABBREVIATIONS: BORED 309,4 1 B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS a AT EL. ELEVATION MAX, MAXIMUM SW SINGLE HUNG I IRC SEC. 602.6 1 tt 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THit EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRC SEC. 301 1 ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SHWR. SHOWER 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO ADJ. ADJUSTABLE ENG'R ENGINEERING) MEMB. MEMBRANE SHTH'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC. 302.11 I eaFURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM, SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALT, ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18" ABOVE GARAGE SLAB. STRAP ALUM. ALUMINUM EXP. JT. EXPANSION JOINT MTL. METAL SO. SQUARE STAGGERED-STUDS AS FOLLOWS: HWT TO WALL I IRC SEC. M1301.3 ], PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BA, BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL a. VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS SDRM, BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b, HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDG. BUILDING F.D. FLOOR DRAIN O.C. ON CENTER STL. STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, BLKG. BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR, STORAGE CAMPBELL B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT, STRUCTURAL DROP CEILINGS AND COVE CEILINGS: PLUMBING: BOT, BOTTOM FLR. FLOOR O.F,C.I, OWNER TO FURNISH, SUSP. SUSPENDED C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: SWP BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO CAB. CABINET F.O.C. FACE OF CONCRETE OH, OVERHANG TEMP, TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION; 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103.5.1.3 ] GSMT, CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.N. OVERHEAD THK, THICKNESS STRIPS OR METAL LATH: CENTERLINE FT, FOOT OR FEET OPNG. OPENING T.O. TOP OF F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT GLKG, CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION PRESSURE I UPC SEC. 609.4 1 CLO, CLOSET FRPLC. FIREPLACE PH PHONE TYP. TYPICAL CMU GONG, MASONRY UNIT FURN, FURNACE PIC PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED GENERAL NOTES 42. FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATE IN FIELD IN ACCORD- ANCE WITH AWPA M4 I IRC SEC. 311,1.1 1 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE I UPC SEC. 112,2,3 ] CONC. CONCRETE GALV. GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST, CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT. VERTICAL FLOOR FRAMING: 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS. PLASTIC VEST, VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT. CARPET GR, GRADE PLWD. PLYWOOD vIN. VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED I UPC SEC. 313.1 1 G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER JOB NO: CAMPBELL DIA. DIAMETER HS HOSE BIBB P.T. PRESSURE-TREATED WI WITH 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON DESIGNED: 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC. 502.6,2 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS. 314.5 t 314.5.1 I DRAWN: BJ/JR DF DOUGLAS FIR WWI HOT WATER TANK REF. REFERENCE WOW. WINDOW 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D.F. DRINKING FOUNTAIN INSUL. INSULATION REFG. REFRIGERATOR W/O WITHOUT DATE: 11/14/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106, WHIRLPOOL BATHTUBS SHALL SE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP I IRC P2120 1 DN. DOWN INT. INTERIOR REO'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2�� OF THE TOP OR BOTTOM DR, DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST, HOLES AND NOTCHES MUST NOT OIL. DETAIL JST. JOIST R.O. ROUGH OPENING FABRIC BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH 101. SHOWERS AND LAVATORIES TO HAVE 2,5 AND 2.2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY, WATER CLOSET SHALL AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC, 502.1 4 502.8 L FOR NOTCHING AND BORING OF BE ISGALLON/FLUSH MAX, pRWG. ISHWNG MATL. MA ERIALY S.F.R SHELF 4 ROOT XO SLIDER (WINDOW) A- TI MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR FULLY WA ewe di il ii c:,.. I I I I I II II LANDED GENTRY __ _ I 1 I I NOTE: [0] HOMES AND COMMUNITIES I I ��, IEXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE I N I I DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ I I N I I I I I OWNER). EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND I ELECTRICAL PLAN KEY \ \ INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED IS SONES e 0.1 INCHES WATER GAUGE. EXHAUST PANS TO SE VENTED TO OUTSIDE AIR TYP, 1. I I I I v WALL SCONCE . Al I 9, na 'I _L VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ ��� r-i I-- OWNER AND/OR BUILDER --(:)- RECESSED CAN S0 / 0 -4 ` S 0 CEILING FIXTURE _ �" INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL _ - LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES, [A] EYEBALL CAN 515D SMOKE DETECTOR EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR \ Q EXHAUST FAN/EXHAUST FAN WI LIGHT _ LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL - \ / I BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL S LIGHT SWITCH n \ ) -0- BE HIGH EFFICIENCY LUMINAIRIES.`• }HANGING S3 3 WAY LIGHT SWITCH FIXTURE HANGING ml l98D + $< 4 WAY LIGHT SWITCH / \ FIXTUR 'LIG CHEN - $T TIMER SWITCH i ee i I TO KITCHENI WALL OUTLET 120 VOLTS SD LIGHTS �' - i 6 220 VOLT OUTLET(DRYER&OVEN PLUG) - - WATER PROOF GROUND FAULT OPTS ^I-OII DINING TEN lO O P INTERRUPTER OUTLET 120 VOLTS L IV EX I I�l�J GROUND FAULT INTERRUPTER u v TEL OUTLET 120 VOLTS OPT, 41-OII DINING EXTENSION SCALE: I/4 II-0" ANDINTE TELEVISION, TELEPHONE 4 4 AND INTERNET MODULE SCALE: 1/4" = II-0" PULL CHAIN LIGHT fi �l��yery/�/ -- WALL MOUNTED LIGHT `I I " ® HARDWIRE OUTLET II II II II I NOTE: I I I I SMOKE DETECTOR(SD)SSP110V INTERCONNECTED I I I I WITH BATTERY BACKUP II \ I I II II II 1 II 11 o � _ _ �, 1 \ -,.. . IX I er H - - - \ SSD * - / \ N - ANGING FIXTURE Q ellH SS AGO sSID l #'f *it`‘� /"'� I - I \ RANGE W/ ' 0 100 GFM - i HOOD ASV. a 1 , jDO TV/TEIL 0CFM Ka Y/TEL I — _ — _— (MIN.) i , - `�A 2 EXP., FAN n TO UPPERS�) / I I A ' III cn FLOOR er KISH 8 • � 1 Z ' Q- I In 11x� � Q AF I (BELOW - ---)I I ' 0_ 1 2COVER I 3 �I II -, U 41) LENS ,,µµ,, ,,H1-I,, I I I J (III) W� - - � , � It / " II - INSTALL ONLY IF '"' I I 1-11 tY / OPT, DOOR USED 4 _ _ _ '��P 0 - $3S �a C 3'_0" , (VERIFY W/ BLDR.) 31-O / DED, TO - 0 S I (OPT,) / t i OP / FREEZER( T,) \ _ INSTALL ONLY IF --T 50 CFM (MIN,) -"------ ---i@CE _ _ _ _ _ OPT, DOOR USED { EXP. FAN \ - a (VERIFY W/ BLDR.) O — _ _ " a 1 NOTE: \, N \ NOTE: 1 ALL GARAGE OUTLETS ALL GARAGE OUTLETS Si , 'TQ BE 48" A,F,F, U.N,O. \ TO BE 48" A,F,F, U.N.O. n - _ \ / I TV/TEL CENTERED I . \ � lw , Oy. OVER FIREPLACE * \ TO GARAGE _ _ _ i \ SDI LIGHTS N HANGING \ FIXTURE g GLG, `� ' -, SS a - - - - --- - a 0- g- e GLG. , \ 0 \ m \hi_ b I o ::: \50 C _Fl CAMPBELL Q (MINDFM I I - \ I _ I EXH, FAN II /, I-I - - - - I I t k / 1®;_ 1® MAIN FLOOR / " z-� z_ \ TO GARAGE k _ _ ELECTRICAL PLANS - - r LIGHTS \ - _ -_____ � - JOB NO: CAMPBELL 3rd CAR GARAGE OPTION MAIN FLOOR ELECTRICAL PLAN DESIGNED: LG k SCALE: I/4" = II-0" DRAWN: JR,BJ SCALE: I/4 = I -O DATE: 11/14/2017 SHEET EI . 1 ri WA 'Ma Mai MIS 111111111 SIM III imme LANDED GENTRY HOMES AND COMMUNITIES REVISIONS BY: 1 2 - 8 - I8 JR ELECTRICAL PLAN KEY -cr WALL SCONCE -IC -- RECESSED CAN - CEILING FIXTURE [Ai EYEBALL CAN SSD SMOKE DETECTOR 4-4- EXHAUST FAN/EXHAUST FAN W/LIGHT $ LIGHT SWITCH $3 3 WAY LIGHT SWITCH 1 S4 4 WAY LIGHT SWITCH $T TIMER SWITCH ' 0 WALL OUTLET 120 VOLTS �- _ '{1 may— — 50 CFM (MIN.) 220 VOLT OUTLET(DRYER&OVEN PLUG) - 1}( (��/ EXH. FAN }Y P NTERRUPTERFOUTLET 1D20 VOLTS Om - GROUND FAULT INTERRUPTER 3 _ _ TO MAIN r5 l FLOOR v TEL OUTLET 120 VOLTS / TELEVISION, TELEPHONE 4 4 AND INTERNET MODULE �� {� / PULL CHAIN LIGHT WALL MOUNTED LIGHT m� ® HARDWIRE OUTLET jI I t__ j" � NOTE: F- O I SMOKE DETECTOR(SD)550110V INTERCONNECTED 1 I \ WITH BATTERY BACKUP i n - 1 . 64 l�J FAULT --:1", SD /' cri h s I / 1 _1- �SD t- F I 4 d 4 I 0 - _II \J TV/TEL CI 1 0 0 .,F r UPPER FLOOR ELECTRICAL PLAN SCALE: I/4" = 11-0" , NOTE: CAMPBELL EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ OWNER). EXHAUST FANS TO COMPLY WI WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONES UPPER FLOOR e O.I INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP, VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER ELECTRICAL PLANS INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES, JOB NO: CAMPBELL EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL DESIGNED: LG BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL DRAWN: JR,BJ BE HIGH EFFICIENCY LUMINAIRIES, DATE: 7/24/2017 SHEET EI . 2 WA