Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2018-0303 (3) 1606 Latitude Circle
as— i. LOT 21 ,, \ il 1miimeammien al \----------- 1mos . ,„',+) '''''-%; .,.)\.0.1 I e l v 11 \ ,--.3 1)1,::,', IIMINIIIIIIIIIIIIIIIIIMID �1 vv LANDED GENTRY \ EXISTlNt• SANITARY I01.60 L ;�� \ SEWE"'NE ) � ' 2 \ V (TYPIC° ) I �' iH. \ HOMES AND COMMUNITIES I CONCRETElig \ \\ �TORM RAIN I CURB&GUTTER - V A\ GENERAL NOTES \ INE (TYPICAL) ) OWNER: \ UTILITY — )\ \ A LANDED GEN7RY \ PROPOSED EASEMENT r.) \ 504E FAIRHA UEN \ PE"IMETER SILT LINE \ \ BURLINGTON, WA \ BE P INGC23 (TYP)PER \ \ �� \ 98233 \ 1 v � m vv BUILDING:MAIN FLOOR AREA-1,552 SF ' 112.17 LOWER LEVEL AREA— 1,067 SF \ _ TOTAL FLOOR AREA— 2,6r9 SF 46.67' •' 46.a t' I\ , \ 19.50' er \\\ \ \ \ GARAGE AREA— 480 SF \ 0 \:: ',.,:i ' V �� deg .:' \ SITE: 160.1 PROPOSED 4" DIA. \ \ ---���((('��7 wee \ TYPICAL GRADE \\ SANITARY SEWER LOT LINE \ °;�� \\ ZONING: \ x x x x �� �� \ P.U.D (UNDERLYING R2) x x x x—x x x :d x x x x x x x x x x x x—x Hex x x xx \SS �o —�" �.�� ��� SETBACKS SETBACKS 1N COMPLIANCE PROPOSED 4"SCH \ / GHING& /al . WITH CITY GUIDLINES 40 PVC DRAIN LINE \ \SD BM .poSM GONSTREPTH N Q♦ 14. SIDEYARDS MIN 5 TO • On( AND D "� \ �O a EXIST \ Sp1LQUA eh REAR YARD MIN 10' MOO' 36.00' m 182.1� FRONT OF GARAGE TO ROW 20' \ �. \\ GRADE O. e•� �. � � .. � � � n� �� A V '/'� ‘11 HEIGHT: 'INLET PROTECTION PER ,—, -- ,—, "' MAX. ALLOWED: 35' 0\, `f t \ C220, BLOCK&GRAVEL 1 \ °_ \ PROPOSED:UNDER FILTER TYPE \ PARKING: ♦�\ CHECK DAM PER BMP ♦ \ INLET PROT. TION PARKING SPACES PROVIDED= ' ♦ V C207: CHECK DAME, .: PER C2 CATCHBASIN � AS NEEDED. A t ' A\ F R TYPE 2 IN GARAGE, 2 IN DRIVEWAY e �. \ MULCHWG :. f '� A0121. CTVON \ Ni p COVERED DECK •- B5P3\ppST-CONSTR... N . cd (ABOVE& BELOW) �\ UAL1[{ AND D' T • `� t \\ V O' SOIL�\ LOT LINE& 0. L 0 T COVERAGE ♦ 0 it \ RIGHT-OF-WAY LINE BUILDING AREA: 1,952 S.F. AV A • PORCH AREA: 120 S.F. ♦ \\ \\ PROPOSEDEE DECK AREA: 226 S.F. TOTAL AREA: 2,298 SF. ♦ _ E V / CONSTRUCTION \ ^'"—'— FENCE PER BMP C103 LOT AREA: 7,500 S.F. \ BMP C1211 M CONSTRO tON f Tg.�3.PbS1 pEPTfh i A ° PERCENT COVERAGE: \ SOIL OUA�tT I AND 2,298 / 7,500 = 30.690 'I ( \ I \ MAXIMUM ALLOWED 37.59 �� _ LOT 20 PORCH a ' �ILSTOCKPILE ram_ / /�/ ♦ FF MAIN: 183.90 \ I LOCATON4Fr; /MPER VIOV S CO VERA GE b OVER WITH `f ♦ \\ o o FF LL 173.90 PL TIC DURING BUILDING.' 1,952 SF. O Nii -. V o _ co; o STD M EVENTS o ♦ o `. ) STEPS/WALKWAY. 72 SF n f ♦ A ' d 98 aR PORCH: 120 S.F. — \ A @ DECK: 226 S.F. V K A DRIVEWAY. $44 S.F. ♦ \ s `X \\ y. TOTAL: 3,214 S.F. \ \�\� LOT AREA: �e \ 1 2.0/ 1.7° A k N, \� 7,500 S.F. \ 't ♦� \ \ PERCENT COVERAGE \ ��I 4� - 183.50 TG i, A\ �� - f ♦ PLACE SILT 3,214 / 7,500 = 42.99 PROPOSED \ , \ �� FENCING ON DOWN \ MAXIMUM ALLOWED: 48.09 PERIMETER SILT I STREAM SIDE OF \ \ \\\ FENCING (TYP)PER ♦ y STOCK PILE, PER \ BMP C233 ♦ \, o — 5.00 — BMP C233 \ �. �\ ed to A t re\ o GARAGE ' -- 4 o \ PROPOSED:A_ 5 \ o irE o DRIVEWAY D s \ Ls IJ F' PERIMETER �5 \ CONSTRUCTION INSTALL 18 LF OF FENCE PER BNIP C103 .k MAY152018 L ♦ A\ �` � 'NDS SPEE-D � - \ ♦ CHANNEL DRAIN. \ INLET PRJTECTIdtJ PER \ \ \ C220, BLOCK&GRAVEL AI, ��ITY OF ANACORTES 1 \ FILTER T�PE i Y `\ +\ \ aQ RWY 2.0% LOT LINE & `f e \. 3.0% \ PLAT BOUNDARY . 4 L I. _ 1 - A \ ��' \ TEMPORARY It ® �� 6.00' �� 36.00' 4.00' — C��SMULGHI�� ��pN \ CONSTRUCTION BMp GONSTR \ ENTRANCE PER BMP \ ^ �.� �� �� -vs. OUALiTY AN °�• \ C105(SIZE TO FIT) WM Erosion Control Notes for Residential Construction City of Anacortes \ \ K \ Lot 20) GRAPHIC SCALE \ 6 0 3 6 12 A. Erosion Control Best Management Practices shall be in place per the accepted site \ plan prior to any construction start. \ PROPOSED 4"SCH \ • B. The erosion control shall be inspected once a day and modified to meet the A 40 PVC DRAIN LINE LOT LINE \ ( IN FEET surrounding conditions as needed. 12 89, \ H, Horiz. Scale: 1 Inch = 6 Feet C. The storm drain system shall be cleaned daily(Section 7-07.3). All drainage f 46.00' 53.11' \ systems shall be cleaned to the acceptance of the City of Anacortes prior to 162.5 \ \ acceptance of the project. EXIST \ r1?.00' \ 48 NORTH GRADE D. Stabilized construction entrances and roads shall be installed at the beginning of \ �' --- -- \ 186.2 p/ construction and maintained during the duration of the project.Additional measures i \ CHECK DAMPER BMP \ EXIST r I STUART LOWER V ER LEVEL may be required such as wash pads to ensure that all paved areas are kept clean. \ C207: CHEC[DAMS, \GRADE � e . k( No mud is allowed to enter onto City streets. \ \, AS NEEDED \ r �( I _ (r ` 2-CAR GARAGE LEFT E. Any soils exposed that will not be disturbed for two(2)days during the wet season \ PROPOSED \ O PERIMETER or seven (7)days in the dry season shall be immediately stabilized with the \ CONSTRUCTION ', \ t5 t approved ESC methods (seeding, mulching, plastic covering, etc.) \ PROPOSED FENCE PER BMP C103 \ EROSION CONTROL PLAN F. Two (2)weeks prior to the beginning of the wet season(October 1), all disturbed \ PERIMETER \ CONSTRUCTION SITE PLAN N areas shall be reviewed to identify which ones can be seeded in preparation for the \ FENCE PER BMP C103 \ /1 winter rains. Disturbed areas shall be seeded within one(1)week of the beginning \ \ of the wet season. A sketch map of those areas to be seeded and those areas to \ \ LOT 20 - P 133678 remain uncovered shall be submitted to the Project Manager. The Project Manager \ \ can require seeding in additional areas in order to protect surface waters, adjacent \ \ 1606 LATITUDE CIRCLE properties or drainage facilities. \ \ G. Penalties for an Erosion Control violation are subject to a$300 to$1000 fine under \ \ ANACORTES Y V A Chapter 17.66- Penalties for Violation. Each day is considered a different violation. \ •• \ \ \ \ \ le \ \ JOB NO: PLAT OF "48 NORTH" ABBREVIATED LEGAL DESCRIPTION: \\ \\ DESIGNED: LG LOT 20, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 \\ \ DRAWN: NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT 9,, \ LOT 19 \\ DATE: 05/03/2018 COUNTY, STATE OF WASHINGTON. \ \ SHEET 1 of 2 \ \ aen MIME MIND a LANDED GENTRY 1 HOMES AND COMMUNITIES I I li l c • _ --- ,j I .s: :: Aug ;��. A t r. i'L:' ti�o -"fir. [:... .'�2 ^ ? a.i Y a c6 ? Z,_ ;P. - ItZ" i- 3, ,y _f ,, , ,av:. v J 777 S r'y:' . `k'.:`.... ,','t �E.". ',tay.a•ye ' <yk t" ,$''y`-.h'YJ s4 A, -4 .4 :-'S s 0." �f; &a.. . :. ¢..,, . 4+ ;'�` �"Y.'` `rz� _ ..r Y.<�5.: . ���Y.a'•`, �;�I�y'4,. j '�.. { .:''C 'M^ ..1 :': ':fix $SA - `4.n ` ».i.: ?a�,[u. aS`_ 'f .. .et;v' N�y. T"' ' Y - k'y r. ,�,`lwYn `:fY" tin [ � " �a r 3 :.» .-�t�..ik..,.„ A. ...ate '__b � - y' =��N` ems' x",+ wat';,f 4.Y d•.»e 1 �q�3, ,-a R^1= L - "A ��` 'i3Y` Alit 'f � ex��'d' Ys'v� 3��st . • v' 5a" a».a # ^�vt .YY S ' � i r^3 v a � s�` �,i,� �:sn a eta`ten' - "L'�. _ ..a'' tea. _ yak -."' !'"•k.H 4 2 . a .^ " ,I . Mir, d `.R, .r x�u_�� *�z, .1" `C i� `� x :f '"Y" - T yr � "d`S.tr _ . . of 3. _ f . a H_r "ate . �;. a ,�`";. _ - ����`.r_v_..»: "w:i L=vr'::7rn, ram' .W• -"J O` 1y", -'rr"' Y - 4 - Lc 'Y ' 1 'Pia- 's.'4<'t „8`, ^a":. 0.Y : h.' d�, i', - :'_nor^ ''>?'.'. "•;t: k^. :I Y<a »+ # ^ , , a ..< ,.a - =i;,, "-Y.H,.1Su. ",•„,>,ra .,k i ___ _ ,[ to- .'. Yv as� `, ' ..rw3 .v5 �'�;.s;r.., a.� '$ -",'a'. :rey. vm -[x`:" - _ _ # . . r.:F�:�:ip"i^�uS''y,..w�: . �h,;.ii,.� :— ,{ �",=:)..1.".- `vrF' t 'Y sg ,.kV.< "r' _ _ ^^ry .� u,^.."Lr '�'a_a • ' " VG '• J- ..,�'s `:+�:• 2 s-''�•:�••:.., t ' .. ._ " ,t. �i', vy.L'�;: ..-t-., � . n. • 'cram.. �a', „s,a �c'" "bse •� � - :tt`�TM"'s.'- -±;1"'sT;?:"' e^r."' - �» 'a ',ry ^E.'<'L•.'P:�- �sa:troiit .i. :i, �• .o-• ' v t -a'R..».. .ex•' 7.!q• 4 [�+.' i' "Y::< +�+•"`s"a•.. �?2^.•.,, � - hrt'st^ •,9' r ^"Sr''r.., .�e^r,y .f r» 'fit• `,;:• 't^==�` `.r y". 3„"`A.• [. .i..$ • _ g ...xr r...r : =.f s " ..n .ws'-"3 - ,•,, � _ � P' '� ...BP ':E• ..5:4�'r h... ir�"dt•`• t �'� a °..•Y,^ .' .f.�>" �f;,��� h' i. »s; .>lY.:,:u' s� .. i" S �„ "'A $�`e ..i Lii. 1•• _ $ - i s •-ctr • r ^ =�, H Fr, , `. .:,,,I.,,.- `+`'' ve '�_ e '�.; :Vitt^` ,-`v,'.P h w •fwY" .;F Y `rm .F:` .�.� r. �• - sv,=�::',':.�;y:"" _ ,»i�.,F:-.i-Lyg?^.•'t. .3^' r � � ':a:` '.:�'2vo - ], Y. "'A �!': vd,�. �ost -+. ` ..4i;1x` <,.,y ,,•_.»:^` _ ,, e ^ht , na' '() v� `y' w..T :• y^a i�N » sue, ,yam 4,4, _ ,x ,{r "'"C,.-< X.A.bi�>1 (.. `E'a , 4 i 'i::;<<• .1 A....u.. - "•.. ".r °%: C :' '."v Y '£ ^r , s _ i^'`, _ .`ti """vv3Y N1 < ea ..�"" � rR. .s.�y e.,,.sfi.� i: @'. br . �.; . n .v.`;� i'-' •,` � :',, � ^k'',.= .'�i. , ',3'. `f i:' �` a�!4;,�L Vt .'c" " •i A.C1 ::t ,x: -r.1'�,:i: v5.,r_- 'fs,:•.:. ,y: .+,, y.., 4,4� :. `...,Est ram„ _ �,':;14..."i :»E`'" _ ` `=4°" Y��.,. ".L 3 v'�.' Si.!t , r. �•t[: ..R .e.W 1�� t.H".1M:,�'.4-,� ,tia• ek ''�'�^�'{ ;t' ' '4ap. Y t� 3i' "�� o,.'"t�14^'J� • I E LOCATION ,,,,, . , ,4 cfl 4a ..i 4'L4. #I L ' ... _ ..�.� - " r i ",a`T.,`-U _ ,:i`r.?.,�.`'• 4 %: :.<P,a,',44•1Y,• .,, : '."G -j`s;F:". 4.. :i:,r ,!i , 4iN4: �- t t o _ ,�5' Pt e - _ - - ,u,, ?,n"t'1,[__ .. . . 8Ff `t "'< v 41. :tl Via. ', NC l3,. ., 0. ". "`jr,.: • .,r + '`�E••" - , ee;.4f39, ss ',,e ;y �" , , `3s, ,W< • '�E. .., - � , `"3t` ".�Y_%' ' '3,�, _`• .r` { •�e4'x..v;:f , _ < \a • ,�,H $jam{"`, _ -"» .. , 3.,^ it-:.,.., • e`la,t _St -5x.5' ' £' `' Y,Yne • ,kN'� t'\ _,r 4"ua"xL•J" l,i�.^^:" x`:::, _ .,nP`.�, j J�a1 J - Y i \ '' w � - .',rl' tt•'77.7.::�-'.j4i;` :77:7 e.vrt„= ,;,,n^hh 4.777C7 ")" A,' « 7Y''„,<.' s.:- .- �. ,,^[^a`< c. y<• ,:: t'`" ^;,' c 3�,`i`- ..E. ��':_;_, .,1,'{ , s' ' r2.'`, : la",, '. :; . '� J� _ :i'�'s _'',�:a••. ,'� ':vS' s, Es.',• i _ s 4S}.�z +., :l'�i.:K b"' c`Y -<••'�`'�.aE-a • '¢'+ awl!" n:i t»» '; Ir.::::;:. .-,S"=, '_ E`'e":��:`'='°S"..i'r,:,=�k•'.'r'": - ::.-t. ;,z- �-�•`',Yz:w_:.r�^ e�,'�^.^i.'txE», c` '„ . {, IIII �A r ^^i�, 'w,i,.l`,:,:`''[`�,g' -`=t `-F-^.-�`�»� •- •F' _ _ ,,rx•,,;^'"�"'s�,,;'..`ar4.< •: ', sx.,.. �� ,;�',}k', [xSD . ,ir" >v- `w,T" �rs:.r4t�,. qy r, Yt(P�S'4 r`' ' �� ., v € t� �Ri"» ' r,',:'�, - ;::-y"r,,^'74$ s Y'!'Ta'�,t :Y :i"H rc'4.Jt I. '' L`t_""�. z... e e 3" 'H^, • ``@- xv'` �i-asy..uy,:`'v.." wg^a k A M. `y<tY f' r � iHi, `:'v,rA: '•°.':k�aS}si✓ ,44 v ;m� :' - •a._° °qY'kiee°"m^'`^;:.a -'*..+.'•"cksi',<nq°gen �.;�• d �'ti<;«: ter•° ,t^Y�!ijw" �f��F"ii l,`a•R"F3'GVJy:.�S�ru9+a : �N' 'vyK'.x4i:.e ^rdi.' a'Y�:.'N''iiEyayp'tHli< '+K v' '"t X<, 4`�'`•`.."� t':1°i,^.".t`.aLte3°"°i�:'Ju��.YYv^'t,'tYf`"" k ,,;,w.,, •, i 04:gad*x` d ` °.6°:=„'':Vf- a,, r`afeHi° r :1/4:-N••-•k: i `� e°»'^ "*"�. � t "ti'.'.�" Z«sue, {��<. '"<:xti, %?,..E',"-`i„�", ::'3eNy Y:E,v''e"ff$,, � e Z a.:.ua. a t s �a�,,- Ty. < v,, 'i�Z^.+ �»u, a : , x x, ANACORTES , WA ,4 4. 48 NORTH 1; . STUART LOWER LEVEL 2—CAR GARAGE LEFT EROSION CONTROL PLAN & al SITE PLAN Map data ©2017 6009ae 1000 ftL.--�� .a LOT 20 — P133678 VICINITY MAP 1606 CIRCLE LOT 20 (P133678) ANACORTESLATITUDE , WA 1606 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" ANACORTES, WA DESIGNED: LG 7. DRA DATWN:E:I I 05/03/2018 SHEET 2 Of 2 I -1 en FOUNDATION NOTES: / 50' 0" / r © ETIE GS 1. INSTALL PRESSURETREATED 2x6(PT.2x8 RIPPED TO 6"WHERE / 16-0" / 16'-0" �, 16'-0" / MAY 1 5 2018JSTS.HANG)SILL(MINIMUM)W/1/2"DIAMETER x 10"ANCHOR BOLT / 15'-61/2" / 16'-51/2" / $3"0"x1/4"PLATE WASHER @ 4'-0"O.C.ATOP FOUNDATION WALL. LANDED GENTRY 2 3/4" 8'-0" / 8'-0" 2 3/4"// CITY OF ANACORTES MINIMUM 2 BOLTS PER PIECE MIN.12"FROM END TYPICAL THROUGHOUT - HOMES AND COMMUNITIES 2. INSTALL 4"PVC DRAIN PIPE BELOW FOOTING @ LOW POINT FOR I , P.T.6x10 HF#2 , P.T.6x10 HF#2 7 �� POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" \ I X I - N L - -I- 1 � PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE L - - L - J /9 A NOTES: 0 1. COORDINATE W/MECH.&ELEC. 4 3. 4x4 POST ON 90# FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT �A Z 2� -74 FOR LOCATIONS&SIZES OF m - FOUNDATION/SLAB BLOCKOUTS. POST TO BEAM W/1x4x16 GUSSET BOTH SIDES OR SIMPSON BG POST m o • ‘1CAP(VERIFY SIZE). CONNECT POST TO FTC.W/SIMPSON A33(OR EQ.) \ \ \ w 2. 30x24 CRAWL SPACE ACCESS p \ \ PANEL(24x30 MIN)-PROVIDE METAL OR �L J FIBERGLASS WELL AS NECESSARY. INSTALL NAILED TO POST AND POSITIVELY CONNECTED TO CONC.FOOTING BELOW o S SOLID COVER SLOPED AWAY FROM BUILDING- kr Q r+ INSTALL 4x8 MIN.BEAM SET ON WALL PLATE ^ a PT.LEDGER o TO SUPPORT WALL ABOVE(OR INSTALL 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING o B `^'V Bin OF 1,500 POUNDS PER SQUARE FOOT pa` PER SHEET 4.1 INTERIOR CRAWL SPACE ACCESS-VERIFY W/ Q BUILDER&SEE PLAN) OR A 1'-4"x 8"CONC.FIG.W/(2)#4 REBAR CONT. --STEP PER GRADE I I L 3. 16x6 POUR-IN-PLACE N-PLACEDIAAGFOUNDATION VENTS W/ \ \ 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ r w- J \ _ BUILDER). NUMBER PER PLAN. \ ° B 6"GONG.FOUNDATION WALL W/REBAR PER R404.1.3.2$IRC TABLE o o° ° UNDER RIGID INSUL.at 4. 12"WIDE THICKENED SLAB EDGE. EXTEND © i SLAB SLAB PERIMETERi , 8"BELOW GRADE. 404.1.2(1)-404.1.2(8)£#4 REBAR CONTINUOUS @ TOP--STEP PER GRADE 3'-9" and UNDER ENTIRE 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. W/PONY WALL ABOVE WHERE NEEDED,VERIFY W/BUILDER--CONSTRUCT r I UNDER / / S 0 o I- 1 w SLAB(SEE NOTE#15, H FLOOR JOISTS: PER'CANTILEVERED RETAINING WALL DETAIL',SHEET 3.2 WHERE WALL I SLAB F 1.4 IS RETAINING UNBALANCED BACKFILL GREATER THAN 4'-0" I I I I 5HT A3.1 and BLDG SECT.,SHT A5.1 .1 LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF D -' ENGINEERED JOISTS ARE USED, MANU- I I FACTURER SHALL PROVIDE AND SUBMIT O 8"CONC.FOUNDATION WALL 8'-1"-10'-2"HIGH with REBAR PER BRACED o I- ENGINEERED DESIGN TO THE BUILDING RETAINING WALL DETAIL',SHEET 2.3--STEP PER GRADE r' 2 1 DEPARTMENT FOR APPROVAL PRIOR TO I © \ A-2.2 J i r- -, FABRICATION AND INSTALLATION. C 8"CONC.FOUNDATION WALL 4'-1"-6-0"HIGH with REBAR PER CANTILEVERED a FLOOR SHEATHING: RETAINING WALL DETAIL',SHEET 2.3--STEP PER GRADE with PONY WALL o G I UNDER ABOVE(NOT TO EXCEED 4'-0"HIGH)WHERE NEEDED,VERIFY with BUILDER 1 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, 10'-41/2" SLAB 18'-31/2" J - GLUE AND NAIL W/RING SHANK8d'sAT6" STEP FOUNDATION o / / EDGES&12"IN THE FIELD. FACE GRAIN EO 8"CONC.FOUNDATION WALL 6'-1"-8'-O"HIGH with REBAR PER CANTILEVERED (VERIFY ON-SITE) ° ° ° STEP FOUNDATION ° o c ERIFY ON-SITE) " PERPENDICULAR TO SUPPORTS. RETAINING WALL DETAIL',SHEET 2.3-STEP PER GRADE \ \ \ 1 2. PROVIDE SOLID BLOCKING IN THE JOIST `4 CAVITY BENEATH ALL POST LOCATIONS L - b K AND BETWEEN UPPER AND LOWER STUDS OF 4'-2"x 1-0"GONG.FIG.with REBAR PER'BRACED RETAINING WALL DETAIL', /' o AT FLOOR TO FLOOR HOEDOWN LOCATIONS. SHEET 2.3-STEP PER GRADE p SIM./ F \ G 3.PROVIDE BLOCKING BETWEEN I-JOISTS AT in E v. A-2.2 20'-111/2" O INTERIOR BEARING LOCATIONS WHERE THERE OG 8"CONG.FOUNDATION WALL 6'-1"-8'-0"HIGH with REBAR PER'CANTILEVERED - 1 '� / 2 6-8"HIGH la IS A LOAD BEARING WALL ABOVE. 4. IF ENGINEERED FLOOR JOISTS ARE USED, RETAINING WALL DETAIL,SHEET 2.3--STEP PER GRADE with PONY WALL -2'2 CALL OUT `�° PROVIDE TIMBERSTRAND RIMS WHERE FLOOR ABOVE(NOT TO EXCEED 4'-0"HIGH)WHERE NEEDED,VERIFY with BUILDER \ L_ JOISTS BEAR AT EXTERIOR WALLS. ?a , \ ` - T ° ` M _ 5.CONNECTIONS:SIMPSON COMPANY OR EQ. I iv n 6. FIELD CUT ENDS, NOTCHES,AND DRILLED OH 2'-6"x 9"CONC.FIG.with REBAR PER`CANTILEVERED RETAINING WALL DETAIL', HOLES OF PERSCRIPTIVE TREATED WOOD SHEET 2.3-STEP PER GRADE T �, 4 L ;n UNDER I ,, ^ UNDER SLAB SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPAM4. JO 3-4 x 10' GONG.FIG.with REBAR PER'CANTILEVERED RETAINING WALL DETAIL, } - r F -2.2 Q r r SLAB I 1 _ FOUNDATION NOTES: 1 SHEET 2.3--STEP PER GRADE d "s , m / 9'-O" / 19'-8" 2 THESE DETAILS REFLECT p , A GENERAL HIGHER STANDARD THAN THAT OK 4"GONG SLAB(VERIFY FINISH W/BUILDER)W/NICON FIBER OR FIBERMESH in it ALLOWED BY THE IRC. THESE DETAILS THROUGHOUT(VERIFY W/BUILDER) I i I ^ ,474- INDICATE THE FOUNDATION AND REIN- �. ° G e FORCEMENT REQUIREMENTS FOR THIS O 4"CONC.SLAB/STEPS(VERIFY FINISH W/BUILDER)W/NICON FIBER OR -4-t'' I 1 1 9 I I PROJECT. THE CONTRACTOR MAY NOT p USE THE IRC MINIMUMS WITHOUT WRITTEN FIBERMESH THROUGHOUT(VERIFY W/BUILDER) © PERMISSION OF THE DESIGNER. OM 4"CONC.SLAB W/NICON FIBER OR FIBERMESH THROUGHOUT(VERIFY 1 L J FASTENERS: W/BUILDER)SLOPE 1/8"PLF MINIMUM TOWARD GARAGE DOOR \ \ - © METAL ELEMENTS INCLUDING, CONNECTORS, MUST USE HOT-DIPPED ON THICKEN SLAB TO 6"AT GARAGE DOOR OPENING$INSTALL#4 REBAR in I (OPTIONAL \ I GALVANIZED METAL WHEN IN CONTACT in I OPENING) ° ° \ \ WITH ACZA PRESSURE TREATED MATERIALS. CONTINUOUS l' 3\ L [R319.31-SEE 37/SP1 P \ - © B I 1 I OPTIONAL(VERIFY W/BLDR.): STUB 12"LONG#4 REBAR 4''INTO CONC. �, I B -2" I SLAB FROM FOUNDATION WALL @ 24"O.C.TYPICAL. THICKEN SLAB I I13> EDGE(IF NECESSARY) \ \ L I ° J `� C o _ CITY OF ANACORTES Q 1'-T'x1'-T'x12"CONC.PAD FIG.W/SIMPSON CBSQ66-5D52(OR EQUAL) I = Foo y a PLANNING & BUILDING DEPT 5� I I © APPROVED PLANS R P-0"x 1'-0"x 12"GONG.PAD FTC.W/SIMPSON C65466-5D52(OR EQUAL) , A 2 a L a Q a JI PERMIT tl: W7- 6201�` - � O5 POUR SLAB THROUGH DOOR OPENINGS TYPICAL \ \ \ LAa \ \ \ 1/44 r b -IADDRESS: I(eA(0 /nitiivrri - Ct-. / I TO 16"x 8"SCREENED FOUNDATION VENT(1 sq ft PER 150 sq ft OF CRAWL- kt 1 A �5 APPROVED tY: � _ 1��-G�'c SPACE REQUIRES 2 VENTS MINIMUM) kr SUBJECT TO FIELD INSPECTION. APPROVED PLANS W 6., I L -2.2 6 is in 1 1 in is SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. A. L J LJ -t 7 - - LJ \ \ reiTE COPY in 8 3/4" co 1 in 4/ 9'-91/4" / 9'91/4" 8 3/4"/ / / 21-0" / g1-6" 'his drama is to ne kept or 1-101/2"/ T 16-3" 1-101/2"/ / 11P, Buildino Site at 21.1 filmy; / 20-0" / 30'-0, / V 50-0, / STUART LOWER LEVEL FOUNDATION PLAN I SCALE: 1/4" = 1-0" FOUNDATION PLAN i COSTAL 2 iJOB NO.: STUART- LL CO2 DESIGNED: L G } DRAWN: M B DATE: 5/8/18 SHEET A-2 . 1 WA SEE FOUNDATION PLAN FOR _--- ••• JOIST SIZE AND LOCATION MINIIIIIMII SIDING PER ELEVATION aimil 3/4"T&G SHEATHING-GLUE& 77- CONT. RIM GRADE NOTE: iip NAIL TO SUPPORTING MEMBERS SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. cas >C 2X6 PT SILL 3/4"T&G SHEATHING GLUE 1/2"GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. el &NAIL TO SUPPORT MEMBERS 2X6 SILL 6 1/2"X10"ANCHOR BOLTS, EMBEDED 7"INTO P.T.2X MUD SILL 1/2"GWB U CONCRETE, H 4'-BOL AND SET BETWEEN 3 1/2"EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE LANDED GENTRY \ 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS AT R-21 BATT 3/4"SHIM SIDES FULL WIDTH OF GARAGE HOMES AND COMMUNITIES 4 G \ 1/4"THICK WASHERS.MIN. (2)A.B.'S PER GRAVEL BED 2X6 STUD WALL P.T.2X SILL CONT. r }� BOARD[R403.1.6.1] 11 DOOR SO DRIVEWAY SLAB CANifrAe (1)#4 BAR CONT.AT TOP 12" w �� 8"MIN/12"W/FOUND. ��I, —� SLOPE RUN INTO SPACE 1/2"EXPASION BOARD T Fila Fi 4"CONCRETE SLAB ON 2" Mil a ¢ VENTS " " " • CONTINUOUS FOR POSITIVE [ GRAVEL BED 6"WIDE CONC.STEM WALL > "" a"o o" o0 000 DRAINAGE AWAY FROM W/#4 BARS 48"o/c HORIZ.& \ \ 2% SLOPE4 wait STRUCTURE z S #4 BARS @ 48"o/c VERT. — 4"RIGID TIGHTLINE —� . g \ " N z DOWNSPOUT DRAIN, a 1" \ FINAL GRADE �, "" TIE TO STORM SEWER — — r r a s r=r Y — — ". . .-.-i:. • r ....a SEE GRADEI III�, _ o NOTE DETAIL IS DRAWN HIGH j= — Z NOTE 1/2"X 10"ANCHOR BOLT FILTER FABRIC 6 MIL BLACK VAPOR@ \ BARRIER , POINT OF SLAB — — —I I ,. BELOW Apo,a. � SEE DETAIL 1 P� 4"RIGID PERF.FOOTING _ R ( FILL TO BE GRANULAR MATERIAL r° _pa�� FILL TO BE GRANULAR 6 MIL BLACK VAPOR o J _ _ MATERIAL COMPACTED TO 95/ BARRIER to ^ �L DRAIN,W/12"MIN OF I I COMPACTED TO 95% O•� ° \ _ %ge �, DRAIN ROCK COVER,TIE 4` FOUNDATION FORSEE DETAIL 1 -OUTS P a ° 16"WIDE X 8"DEEP CONC TO STORM SEWERE SEE DETAIL 1 FOR SEE DETAIL 1 FOR FOUNDATION CALL-OUTS FOOTING W/(1)#4 BARS 3"CLEAR TYP. d FOUNDATION CALL-OUTS CONT. 5" / 6" � 5" / r GARAGE WALL EiFOUNDATION DETAIL GARAGE/RESIDENCE3 GARAGE O. H . DOOR �4� SCALE: 3/4 = 1'-0" ' SCALE: 3/4" = 1'-0" WHEN JOISTS BEAR ON FOUNDATION 2 NOTE: DETAIL IS DRAWN � SCALE: 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS SCALE: 3/4" = 1'-0" AT HIGH POINT OF THE SLAB 2X WALL STUDS BLOCK OUT FOR W/H PIPING 2X PT SILL-MODIFY TO FULL FOUNDATION STEM I 3/4"PLYWOOD SHEATHING SEE FOUNDATION PLAN FOR WALL THICKNESS V t JOIST SIZE AND LOCATION \\\ 1 l l \\\ He 1/2"X10"ANCHOR BOLTS, EMBEDED 7"INTO 1' C 2X6 SILL PLATE 3/4"T&G SHEATHING-GLUE& J R-30 INSULATION .4 NAIL TO SUPPORTING MEMBERS ►� CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 H 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X ril — FLOOR JOISTS(SEE PLAN) (1)#4 BAR CONT.AT TOP 1/4"THICK WASHERS. MIN.(2)A.B;S PER 4"x8"#2 H/F BEAM • 1 FLOOR SHEATHING BOARD[R403.1.6.1] 1X4 STRAPING EA.SIDESEE FOUNDATION PLAN FOR2X SOLE PLATE °J\\\ r \ 1 8 / \o JOIST SIZE AND LOCATION rnJ \ 1 \ 4X4 POST4"x8"#2 HEM/FIR BEAM UU / J z V GRADE BASE WITH COMP. �� IL: S4"RIGID TIGHTLINE SIMPSON CS16 ROOF SHINGLE TAB. 4"x4"#2 D/F POST @ 5'-0"o.c. PERPENDICULAR JOIST• SIM SON MIT 9.5" DOWNSPOUT DRAIN, z w/4-16d NAILS @BASEFAO DUCTS CK FOR ► FOUNDATION STEM � APPLICATION: FLOOR N TOP FLANGE HANGER I i Z TIE TO STORM SEWER LST12 BASE WITH COMP. JOIST BEYOND W/TOP WALL 6"WIDE CONC.STEM WALL A' a a — m I \ ROOF SHINGLE TAB. FLANGE HANGER- �\ z FILTER FABRIC 1/2"ANCHOR BOLT @61-0"o.c. PROVIDE 2X6 P.T. \ TO MAX HGT OF 4'-6"HIGH: W/#4 BARS 48"o/c HORIZ.& 4"RIGID PERF.FOOTING \ w/NUT AND 3"x3"x1/4"WASHER BLOCK UNDER HANGER i FOOTING #4 BARS @ 48"o/c VERT. \ DRAIN,W/12"MIN OF s n" F \ co 18^ 8^ PARALLEL JOIST APPLICATION: 6 MIL BLACK VAPOR to s. Q DRAIN ROCK COVER,TIE c to p 1-#4 BARS HORZ. (TYPICAL) / I[ / BARRIER TO STORM SEWER (NOT SHOWN) \ \ y / MAX / SPACE FIRST FLOOR JOIST MIN 12' WIDE X 6"DEEP CONC '^ \\ CLEAR PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY 12"OFF PARALLEL FOUNDATION FOOTING W/(1)#4 BARS 3" \ 2#4 EACH WAY / WALL. PER PLAN I i-� UTILITY BLOCK OUT — FOOTING DETAIL __ SCALE: 3/4" = 1'-0" �5� FOUNDATION DETAIL �6) TYPICAL FOOTING CONT. DOES NOT APPLY IF JOISTS J SCALE: 3/4" = 1'-0" WHEN JOISTS DROPPED DOWN SCALE: 3/4" = 1'-0" 7 SCALE: 3/4 1 = 1'-0" NOTE: BEAR ONFNDN WALL. / -- . A OVER CONCRETE OR MASONRY BLOCK FOUNDATION I EXTENT OF HEADER(TWO BRACED WALL SEGMENTS' - - / ABU66 MIN. 1000 LB TENSION STRAPI. STRAP BE CENTERED AT / / / EXTENT OF HEADER(ONE BRACED WALL SEGMENT) / BOTTOM SHALL HEADER. 'I 0 0 0 0 o c - 'c ° 0 0 0 0 // O 0 0 0 o q r 0 o c o 0 o u• O 0 0 0 PONY 0 c 0 0 \ WALL HEIGHT1 o c c 0 GRADE to c GRADE 0 H Id ° / 0 0 0 0 00 r // o 0 0 0 0 0 0 o 0 0 c // o 0 0 0 0 0 o 0 0 o c / o 0 0 0 0 0 SHEATHING FILLER IF NEEDED o __ -�__ o 0 0 0 0 MIN.3"X 11-1/4"NET HEADER 7 / o 0 0 0 0 0 / m \ 00 0°o°o°oc CO 0 0 0 00 nHEADER SHALL BE FASTENED TO THE KING c o 0 0 16"x 16"x 8"CONC. FTG. °° °c STUD WITH 6-16D SINKER NAILS TOP PLATE CONTINUITY IS ER PLA1 W/(2)#4 REBAR EA.WAY °° p° °0 16D SINKER NAILS IN 2 / REQUIRED PER R602.3.2 °° F ° o o ROWS @ 3"O.C. FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN ° ° 3-IN. GRID PATTERN AS SHOWN AND 3 IN,O.C. IN ALL FRAMING °0 'TAL 00 c (STUDS AND SILLS)TYR 1I °° L o0 a o 00 IGHT o0 0 _ o0 00 COLUMN DETAIL °° ° 00 ° °° WOOD STRUCTURAL PANEL MUST °° °\ MINIMUM 1000 LB HEADER-TO-JACKSTUD STRAP 0. °° BE CONTINUOUS FROM TOP OF 9 SCALE: 3/4" = 1'-0" .. 0 SHALL BE CENTERED AT BOTTOM OF HEADER AND a °0 0 0 WALL TO FROM TOP OF BOTTOMLM OF TO WALL,OR 0 0 0 INSTALLED ON BACKSIDE AS SHOWN ON SIDE o 0 0 0 ELEVATION / PERMITTED SPLICE AREA 00 0 00 00 _ - . 00 00 0 0 0 0 0 ° 0 0 0 10' 00 0 0 0 00 0 0 0 00 SHEATHING 1/2"OR 7/16" MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE °o 0 0 SIDING SEE ELEVATIONS HEIGHT °° °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN.OF WALL °0 °0 HEIGHT.ONE ROW OF 3 IN.O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. °° °0 GALVANIZED FLASHING P.T.2X8 LEDGER w/SIMPSON 0 0 0 0 0 o 0 0 (2)SDS1/4"X3"HDG@12"O.C. 00 00/ 2'TO18'(FINISHEDWIDTH) / °O °° STUART LOWER LEVEL w/1/8"PILOT HOLE MAX. °° °° MIN.LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO. FOR °° °° SIMPSON HANGER TYPICAL °° °° EXAMPLE: 16 IN.MIN.FOR 8 FT. HEIGHT. ° ° 0 0 BRACED WALL LINE/ litifilitiniAlikra � ��II[, HOEDOWN OR SIMILAR 00 / WITH CONTINUOUS o 0 0°� FULL-LENGTH KING STUDS o 0 0 0� MIN. NUMBER OF STUDS SHOWN o o ° oTENSIONDEVICESIMPSONDDT2Z) SHEATHINGREQUIREDONDECKS OVER30"II ABOVE GRADE 00 00 00 00 FOUNDATION DETAILS P.T.JOIST SEE FRAMING PLAN o0 0 oT°� TABLE JACK STUDS PER/ o 0 0 0 3/8"MIN.THICKNESS WOOD _ FULL-LENGTH KING STUD TABLE R502.5(1&2) GRADE o 0 0 0 0 0 0 o STRUCTURAL PANEL COSTAL 2 fl 000000�� a o 0 0 c o / x \\\ I - /z - JOB No.: STUART - LL CO2 DESIGNED: L G 1Q SIDE ELEVATION MI ••�= 2 ANCHOR BOLTS PER R403.1.6 REQUIRED FOUNDATION PER CODE DRAWN. M B DATE: 5/8/18 SHEET A �o DECK LEDGER DETAIL � � CONTINUOUS SHEETED PORTAL FRAME -2 . 2 J SCALE: 3/4" = 1 -0 SCALE. 1/2 = 1 -0 WA IF FLR. SHEATHING CONNECTED DIRECTLY TO P.T. 2x PLT. INSTALL a ea NAILS OR SCREWS @ 2" O.C. ea STAGGERED 4.111111 NO SURCHARGE OR WHEEL 2x F.J. (PARALLEL LOADS WITHIN 5'-0" "E" TO FDIC)PER FLR. saa _ FRAMING PLAN LANDED GENTRY WHERE FLOOR JOISTS ARE PERPENDICULAR INSTALL 2x FLOOR JOIST HOMES AND COMMUNITIES A35 EACH JOIST TYPICAL (PERPENDICULAR WHEN "A" EXCEEDS 4'-0"; TO FDN.) PER FLR. WHERE F.J.ARE PARALLEL FRAMING PLAN INSTALL ML26 W/SDS 1/4x1 1/2 ►' \ EACH BLOCK TYP. i ' 7 1 r r r ir i IVI RRo a 0 IVI SEE FOUNDATION NOTE#1 IIII i IIII ° i III .--7.-: rr. rl \ a rr \ I a WHERE F.J. PARALLEL TO 6" MIN. ,'A •" 6 FDN. INSTALL 2x BLOCKING \ III=III=))1=)11=)11-1/ 000'' - (MATCH JST. DEPTH) FIRST 00 32"&SCREW OR NAIL SHTH'G 2,00' ° " " INTO BLKG. @ 3"O.C.TYPICAL 5 DEGREE MAX. SLOPE ° , NO SURCHARGE OR WHEEL F (SEE COLUMN "G" IN BRACED o� 0 oh 1 a. RETAINING WALL SPECS. "E" LOADS WITHIN 5'-0" CONC. FDN. DAMP-PROOFING o€p ° FOR O.C. SPACING OF BLKG.) / /- -► TO BE WATERPROOFED, FDN. 00, o° 1.a WALLS THAT RETAIN EARTH & 000,•° G NO FLOOR FOR ENCLOSE INTERIOR SPACES o0 . r 0,7 ° . AT LEAST 12" FRAMED WALL OPTIONAL AND FLOORS BELOW GRADE 2 0 0° a (• SHALL BE DAMPPROOFED o00,‘° . l r i - 5 DEGREE MAX. SLOPE FROM THE TOP OF THE FTG. 9o�,°- •I° NOTE: \ °D o° ° / TO THE FINISHED GRADE 000 0 8" MIN. b / SLAB OR SOIL OKAY o ° a DO NOT BACKFILL FOUNDATION �'° '•i � ///«< o00' ° UNTIL FLOOR DIAPHRAGM IS ` o° ° 1 poi III=111 .III-111=III MIRA DRAIN 2,000 OR ��0' D f c=2500 psi 0 o °. CONNECTED TO WALL WASHED GRAVEL(OR SIM.) 00� ° a fy=60 ksi, grade 60 .✓r 00 • „ 0 ,,° L q o "W" ° Aloi MIRA DRAIN 2,000 OR DO' D . MIN. SOIL BEARING °° c 000 WASHED GRAVEL(OR SIM.) f c=2500 psi goo o° Ia = 1,500 PSF % Ion fy= 60 ksi,grade 60 0�0,.° / „W„ ° D 0,� 2" CLR, MIN. SOIL BEARING EQUAL O0Q'. D . MAX. NO. OF STORIES „X„- o° °, wiz) = 1,500 PSF ��0 -- SUPPORTED =2 STICK ° p0� 0of•° , G „A„ FRAMED RESIDENTIAL AI . O0o FLOORS + ROOF WI o ° o MAX. NO. OF STORIES �00 f "X" 25 PSF SNOW MAX. 0013 B SUPPORTED =2 STICK o00 o a ° .Yo FRAME RESIDENTIAL 000"° { _� IF STUB BARS MINIMUMD. o J Dlr LAP SPLICE =24" oA D 0�00 _ IF STUB BARS, MIN. FLOORS + ROOF WI oo a DIRECT FLOOR 4"(MIN.)CONC. .° .7 GO LAP SPLICE = 30" 25 PSF SNOW MAX. 0 ° a / „B„Soo,% SLAB 12'-0"WIDE (MIN.) oar. - 4" (MIN.)CONC. DIAPHRAGM CONN. oo0 0 0° °° ' SLAB 12'-0"WIDE MIN. a °° 0 ��� 0 3" DIA. (MIN.) a a a a a ao��oj o0 PERF. DRAIN # o �� `��0,•° ° . 4'g 4�0 4.0 4'0 4.0 U. r0o� . c a TO DAYLIGHT O0O j i�,i t o ° a a a ° a a a a a a a I a 00000i'r ;0 v n 4'° 4 ° 4'° 4n ° 4 ° 4 ° ° 4m „ 6 ° Oo 00� 00 4140444 \ 0-@00 0 00 0 �° 46 SCREWS OR o0 • ce & a a a STAGGERED C "D" ° �00��0`� U ct)0 00 D.0"° o ° ° o Z �'.I \ \ _ 000000 � III-Ill_111_ME-2 ME - I-IIIJiII ' II�))1 _)II�)II'_NI_)ll n Z 4" DIA. PERF. PIPE U IN FREE-DRAINING =III 250 o° °a - „C„ Ilya GRAVEL BASE "C" 0g '° • / BEAMS OR TOE / - / HEEL HEEL / / TOE 0001 D . FLOOR JOISTS PER PLAN CANTILEVERED RETAINING WALL DETAIL R -, sibit BRACED RETAINING WALL DETAIL �2) SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" BRACED RETAINING WALL SPECIFICATIONS I CANTILEVER RETAINING WALL SPECIFICATIONS 7I (TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM) (WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT TOP OF WALL.) A B C D E F G W X Y j Z A B C D E W X Y Z RETAINED WALL FTG. FTG. WALL MASH BLOCK VERTICAL HORIZONTAL FOOTING FOOTING RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL I FOOTING FOOTING HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE 1 CONTINUOUS (MAX.) (MAX.) NOT 0'-4' 10" 28" 9" 6" 72" REQ'D #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 0'-4' 5" 18" 9" 8" #4 @ 18" #4 @ 12" #4 @ 18" (2)#4 4.1'-6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 4.1'-6' 7" 30" 9" 8" #4 @ 16" #4 @ 12" #4 @ 16" (3)#4 • 6.1'-8' 12" 42" 10" 8" 42" 46" #4 @ 18" #4 @ 18" #4 @ 18" (4)#4 6.1'-8' 10" 40" 10" 8" #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 8.1'- 10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" (5)#5 8.1'- 10' 10" 52" 12" 8" #5 @ 9" #5 @ 12" #5 @ 9" (5)#5 10.3'- 12' 12" 60" 12" 8" 18" 18" #5 @ 9" #5 @ 12" #5 @ 9" (6)#5 10.1'-12' 12" 64" 12" 10" #6 @ 10" #5 @ 12" #6 @ 10" (6)#5 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. !fl" .. t . . , , P b . :�� - ' STUART LOWER LEVEL FOUNDATION DETAILS ` COSTAL 2 '! .. { pi. JOB NO.: STUART - LL CO2 `.<' 7 DESIGNED: L G DRAWN: M B DATE: 5/8/18 SHEET A-2 . 3 WA a FLOOR PLAN NOTES: 50, O„ / = 1. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE(U.N.O.). / 18'-0" / 16-0" / 16'-0" / - VERIFY DIMENSIONS SHOWN ON PLANS,DO NOT SCALE OFF DRAWINGS 5-8" 7- " 4'-10" / 4'-71/2" / 3'-41/2" / 3'-41/2" / 4-71/2" / 1-11" / 3'-41/2" / 4'-101/2" / 5-10" LANDED GENTRY N T R Y / / / 2. FRAME EXTERIOR WALLS W/104 5/8"24 STUDS @ 16"O.C.TYPICAL / 3'-9" / 3'-9" / / 16'-5 1/2" / HOMES AND COMMUNITIES 51/2"// 3. FRAME INTERIOR WALLS W/104 5/8"2x4 STUDS @ 16"O.G.W/1/2"GYPSUM WALLBOARD BOTH SIDES TYPICAL U.N.O. \ ' RAILING PER BUILDER DECK (SEE NOTE#13) 4. FRAME GARAGE/HOUSE WALL$GARAGE EXTERIOR WALLS W/2x6 STUDS @ o 16-0"x 9'-0" PT.6x6 16"O.C.(VERIFY HEIGHT OF WALL ON-SITE PER AS-BUILT FOUNDATION) (COVERED, POST 3060 SH 3060 SH 3060 SH 16'-0"x 5-0") LINE OF SOFFIT ABV. 5. PLUMBING WALLS TO BE FRAMED W/2x6 STUDS @ 16"O.C. SEE PLANS FOR \ \ ';II l 1€ 0 NC \ LOCATIONS(VERIFY JOIST PLACEMENT ABV.AND BELOW FOR CLEARANCE) 4x6 HF#2 4x6 HF#2 4x6 HF#2 z ' Is oi 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. o I = a o in 7 DIMENSIONAL LUMBER TO BE HEM-FIR#2 TYPICAL U.N.O. 3060 5H 3060 5H 6080 F NCH DR. 2640 5H rT mig,"hiiihl;r a j) \ \ \ 8. UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF#2 HEADER IN \ \- 1,11111a1MQ \ cv 4x6 HF#2 4x6 HF#2 4x12 HF#2 €'T 2x6 EXTERIOR WALLS ABV.DOORS$WINDOWS W/R-10(MIN.)INSULATION @ 4x6 HF#2 ' _t r MASTER BEDROOM m n = "' _ INTERIOR SIDE OF HEADER. INSTALL 4x6 HF#2 HDR.IN 2x4 EXTERIOR WALLS t cO `r (IF APPLICABLE)ABV.DOORS$WINDOWS U.N.O. BEAMS$ HEADERS TO `�! € 15'-1"x 13'-0" _ 0 in it i I I o a, HAVE 11/2"MIN.BEARING TYP U.N.O.(BEAMS SHOWN ARE MIN.REQ'D OR I 3068 a 9 BETTER. SIZE$GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) I' I WALK-IN J.;:q c `� ^n^I :a' t- _. CLOSET 1,10 6'-8" ' I ui g m \ \ 9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW ENDS OF GIRDERi. VAULTED Q TRUSS ABV.W/ROOF FRAMING PLAN ON SHEET A-4.1 `, w MASTER /' 2' 8 3'-it" / 3'-8" 5'-11/2" _ _ LIVING ROOM I ^�1 o ,,,,I, ,it s \ o BATH m W En 10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, m �^ o \ 15' 8"x 14'-9" o z I iv _ _ . . N 3 f ,I TOILET PAPER DISPENSERS,MEDICINE CABINETS,ETC.,BETWEEN STUDS. I \ 84"VANITY 9 COORDINATE W/BUILDER/OWNER FOR LOCATIONS I n -3068 BI-FOLD m 3068 i' I \ \ \ \ - \ LINEN �� �,__ \ \ € € 1 /2'-1 i/ /r 11. INSTALL 1/2"HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE WALL "' 2x6 __ SHELVES ' DROP CEILING LL AND GARAGE BEARING WALLS,$5/8"TYPE-X GWB @ GARAGE CEILING TO 8' 341/2"HIGH TYPICAL N- ' FURN. �1 HWT PANTRY - - 1 2x4 WALL BELOW 8'-10" m IN ATTIC 1 ��' > 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE L J - � EDGE OF VAULT and I \ f 6'-6" / 4' 3" / 7-5" /1'-10 / / -1 rt OPTIONAL ARCH 1 13. REQUIRED STAIR RAILINGS TO COMPLY WITH IRG SECTION 312. DECK PATIO I1 �. .` SEE NOTE#19 r RAILINGS TO COMPLY IF DECK/PATIO SURFACE 15 30"OR MORE ABOVE • ,. 9 1 z 1 ISLAND z� FINISH GRADE(VERIFY ON-SITE) t? VAULTED 1 $, I � m Cq 1 rc DINING I _I m 14. EGRESS WINDOW DIMENSIONS,CLEAR OPENING AND SILL HEIGHT TO COMPLY W/IRC SECTION 310.1 (VERIFY W/WINDOW SUPPLIER AND/OR MANUFACTURER) - `O 4'-9"x 17-4" > PULL-DN.STAIR ' `- ATTIC ACCESS(SEE n 1 1 III VAULTED ox LL 15. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE$IRC NOTES#18,#21,and#24 A ; N- CHAPTER 11 15 A5 FOLLOWS: t " 1 9_ KITCHEN x SLAB: R-10 RIGID @ PERIMETER$ UNDER ENTIRE SLABist 2 CAR 9 6'GARAGE z 1O'-0"x 13'-0" RANGE with FLOOR: R-38 • I F o ifyr4 x 23'-6" MICRO ABV. WALLS: R-21 (R-10 MIN.@ HEADERS,TYP.) � LEDGE OF VAULT um FLAT CEILING: R-49 (R-38 IF INSUL.DEPTH 15 MAINTAINED TO OUTSIDE OPT ARCH REFG. 0_ 0 _ _ __I . c� FACE OF EXTERIOR WALL) 8' A \ O Ok VAULTED CEILING: R-38 3'-71/2" 4, 7-10" 6'-8" SEE NOTE#11 __ / 4 '` \ \ DOORS: U_.200 MAX.(ONE DOOR UP TO 24 S.F.EXEMPT PER " - �_ 42"HIGH WALL �' R402.3.4) r -SEE NO t #T7 -- , LL N m tit WINDOWS: U_.280 MAX.(UP TO 15 S.F.EXEMPT PER R402.3.3) = - 1 - I v cmv zi- m with HDWD.CAP 19 - s- GLAZING: 303.53 S.F:14.2%OF FLOOR AREA - E I V I / _ \ \ 1 4 \ FURNACE TYPE NATURAL GA5 FORGED AIR(VERIFY W/BUILDER) T� 1 = I / 1 ; Y 2868 2468 "piL o ){ REFER TO 2015 WSEG CHAPTER 4$ IRC CHAPTER 11 FOR VERIFICATION OF THESE `q I F _ p l a -" I ligllk ° N o n VALUES i I I IIR ENTRY nt o LL a 41, W a BDRM #4/STUDY ,,, 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION 15 AS FOLLOWS(CALCULATED 1 _ 10'-0"x 12'-0" at 1/300th OF ATTIC AREA): 7 51/8"x 161/2"24F-V4 DF/DF GLULAM 3 UNDRY mWDR, I '^'0 r N"` CI) \ \ \ \ f' ,iu3lihli:'1 __ - +..-- (�1 m bl MINIMUM REQUIRED: 1,071.36 sq in 16070 OVhRHEAD GARAGE DOOR 1 09 I m �. I o ACTUAL PROVIDED: 1,448.3 sq in - J T; �1" MIN/ o m VENTED BLOCKING: 716.3 sq in(76 at 9.425 sq in EACH) Q I o I o 4 RIDGE VENT 732 sq in (61 In ft MIN.at 12 sq in PLF) =L3 Ht:2 4x6 H-#2(DR.$WDWS) tO I 3 4x6 HF#2 4x6 HF#2 17. SEE ELECTRICAL PLAN ON SHEET E-1.1 FOR LOCATIONS$SIZES OF EXHAUST \ \ \ \ \ \ --2 3069 ' 0 '3050 5H 3050 5HFANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/THE WASHINGTON RAILING (TEP.) (TE7P.STATE VENTILATION$INDOOR AIR QUALITY CODE$IRC M1507.4 ARE AS PER BUILDER CI- LL PORCH FOLLOWS: o ' I = KITCHEN: 100 CFM RANGE HOOD(MIN.) ,�, 20'-0"x 6'-0" in LAUNDRY: 50 GFM (80 CFM RECOMMENDED) BATHROOMS: 50 CFM (80 CFM RECOMMENDED) NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO VERIFY \ X- X1 - - k \ INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS. VERIFY TYPES AND '4 a m en LOCATIONS OF ALL ELECTRICAL FIXTURES W/OWNER AND/OR BUILDER "' ! el 10'-0" 10'-0" (.___________________ - P.T.6x6 POST WRAPPED PER 18. INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS TO THE / / / BUILDER,with 16"x 16"MASTIC- EQUIVALENT RATING OF THE INSULATED FLOOR,WALL OR CEILING THROUGH 20'-0" 10'-0" WHICH THEY PENETRATE / / / APPLIED STONE COLUMN I / 4-3 1/2" /1' 6"/ 91/2'/ / 2' 5" / 2' 5" / /91/2" / 3'-7 1/4" / 3'-4 1/2" / 3-9 V4" / BELOW(3 TYPICAL) 19. MOUNT HWT ON PLATFORM 18"ABOVE GARAGE SLAB PER IRC SECTION M1307.3. 25. PROVIDE PAR11CLE BOARD UNDERLAYMENT AT VINYL AREAS. COORDINATE / 2'-0" / 16'-0- / 2'-0" / 5-9 1/7 / 41-8" / 6'-5" /2'-41/2"/ 10'4' / STRAP HWT TO WALL PER IRC SECTION M13107.2. PROVIDE OVERFLOW PAN AND THICKNESS W/OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL STUART LOWER LEVEL PIPING PER IRG CHAPTER 28. INSTALL T$P VALVE AND PIPE TO EXTERIOR TRANSITIONS / 20 / 30'-0" / TERMINATION.INSTALL A VACUUM RELIEF DEVICE PER MFRS.SPECS.TO HWT -/ 50'-O" A PER UPC 504.6. 26. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING 20. WHOLE-HOUSE VENTILATION PER NOTE #27.WHOLE HOUSE FAN LOCATED IN 27. TO COMPLY W/2015 WSEC SECTION R406.2,THIS HOUSE(2,619 sq ft) LAUNDRY ROOM (VERIFY W/BUILDER) WILL NEED 3.5 ENERGY CREDITS. TO ACHIEVE THIS,THE FOLLOWING f -PI MAIN FLOOR PLAN OPTIONS HAVE BE SELECTED FROM TABLE 406.2: 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/5/8"TYPE-X OPT.1a (.5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE NOTE#15 C OS TAL 2 GWB AND PROVIDED W/WEATHER STRIPPING GASKET(MIN.) FOR INSULATION VALUES. OPT.3a (1.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE GA5 MAIN FLOOR PLAN 22. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT W/MINIMUM FIRED FURNACE W/MIN.AFUE OF 94%. USE CHAMPION GAS FURNACE 6 SQ.IN.SIZE AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS (OR EQ.-VERIFY W/BLDR.)W/95.5%AFUE. JOB NO.: STUART- LL CO2 SCALE: 1/4" = 1'-0" FIREPLACE W/CLEARANCES AND COMBUSTION AIR PER MANUFACTURER'S OPT 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS$ DESIGNED: L G RECOMMENDATIONS AND PER CODE KITCHEN SINK FAUCETS SHALL BE RATED AT 1.75 GPM OR LESS.ALL OTHER MAIN FLOOR:1,552 sq ft LOWER FLOOR: 1,067 - - LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. GARAGE: 480 DRAWN: M B 23. INSTALL 1/2"MIN.FIBERGLASS-FACED GWB BACKER AT TUB/SHWR.SURROUND OPT.5c(1.5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM LOWER DECK: 146 DATE: 5/8/18 SHALL INCLUDE GAS WATER HEATER W/A MIN.EF OF 0.91. USE NAVEN BACK DECK: 146 SHEET 24. PROVIDE MIN.22"x 30"ATTIC ACCESS with MIN.30"CLEARANCE TO FRAMING NPE-180A(OR EQ.-VERIFY W/BLDR.). UNIFORM ENERGY FACTOR OF.96, FRONT PATIO: 136 A . /�ABV. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION at OPNG,EDGES RECOVERY EFFICIENCY OF 99%. I WA see IIIIIIIIII 111111 50'-0" 18'-0" / 16'-0" / 16' 0" / fiir ii / 2'-10" / 15' 2" / 12'-61/2" / 3'-51/2" / NI / 3'-41/2" / 41-101/2" / 5'-10" / a / 5'-113/4" / 3'-41/2" / 5'-9 3/4" / 4'-71/2" / 3'-41/2" / 4'-61/2" LANDED GENTRY N T R Y / 16'-51/2" / 2 3/4"// 8'-0" / 8'-0" 2 3/4"// P.T.6x6 POST,4 TYP. HOMES AND COMMUNITIES X - N - \ Pt 6x10 P.T.6x10 m oi RAILING PER 3050 5H 3050 SH BUILDER o \ \ COVERED — \ \ + DECK X V o 4x6 HF#2 4x6 HF#2 I• u` Fs __ 16'-0'x 9'-0" Ica ; a o b € K____ .,,,0 m,, ca in " " _ ''€ 3060 SH 3060 5H 6080 F NCH DR. mIi 3050 5H 3050 5H I' \ \ \ � :.- a�y�.�` .:.r�i..r- ,J� `Pk 1�§t1 tI��: \ \ sk+. , a a; :1; , ,,,i 1:41g1 g ,! giiii I ,I BEDROOM #2 �I 4x6 HF#2 4x6 HF#2 4x12 HF#2 Al 1.0 4x6 HF#2 4x6 HF#2 111-9"x 12'-4" I I ;' ' • o :9 1 o in in i m m I ,I I m € n o ‘..9 F l : ILL1. BEDROOM #3 11 1kt Is W 14- 4 � o in 15,-4„x 10'-T' 2868 3 1 Iii o I � P :IG:@u:b `_ W t 1 � ch S ;; 0 2 8 9 5 4x6 HF#2 ` FAMILY ROOM m ZW a_ "i m X / 19:-0"x 18'-1" iY > I9 • \ ei , m 1 11/2"/ / 3'-71/2" 4'-11/2" / LL m I� • o + r • 1 .a,'. n 1 st.s o \ tiliYt'ACWi m 3I ,. 42"HIGH WAL. zi Ix • \ with HDWD.GAP Ll .• 1 rt I m a / 3'-91/2" /2'-51/2"/ 14'-101/2" I - nt ! 19 0 to 'is inal m. in " m a 9 9 es 4x6 HF#2 „1 as iv 19 2868 - of ? ul n ry N J '!mod 4 HF#2 � o 868 NiSitt":{� C . __,.„..,411111111111111111tt A 5 & o UNFINISHED i ry _: STORAGE/OPT. MEDIA RM. I BATH �, OPT.MEDIA RM.:13'-9"x 12'-10" Q ° r' 1 (ADD190sgft) a STORAGE/ OPT. N. LAUNDRY RM. - A I 5'-0"TUB iv' with SHOWER° tr.' 6 . \ / 8'-41/2" / 5'-31/2" 111/2"/ / - a 6"// 14'-71/2" / 14'-41/2" 6' \ \ ` a n < - 1, ° a III eo CRAWL SPACE 9 = -A \ \ \ \ 4 I 2C-0" / 30'-0"" / 1 1 - - 50-Oh / STUART LOWER LEVEL LOWER FLOOR PLAN LOWER FLOOR PLAN - COSTAL 2 SCALE: 1/4" = 1'-0" 1,067 sq ft it JOB NO.: STUART- LL CO2 DESIGNED: L G DRAWN: M B s DATE: 5/8/18 SHEET ..,c : R r f,,"5�. a : A.3 . 2 WA wee Sr APA Wall Bracing Calculator Project Report WALL LINE ELEVATION VIEW 111 111 Builder/Designer Landed Gentry Home/Building Plan Name Stuart-LL CO1 SIM Development Addressill Code BASED ON 2015 IRC -- - SDC(Seismic Design Category) Dl B1 B2 B3 B4 B5 �\ Wind Speed E PO mph WALL LINE PLAN VIEW / r�1 \ / /'1 \ (D) Wind Exposure Category EX<=85 p a B1 e2 B3 ea es A I LKJ� '\ r`�J/_ /' LANDED GENTRY Total Number of Stories 2 STORY \\ Cripple Wall NO story wail Bracing Wind wind Bracing Seismic Seismic Bracing Required Qualified Bracing HOMES AND COMMUNITIES Line method Factors Amount Factors Amount Bracing Bracing Status Mean Roof Height less than 30 k YES 2nd Story 1 CS-PF 1.13 4.24 0.85 7.22 7.22 21.5 Compliant 20-6' --- _/ _ 10'-71/2" / 18'-101/2" STORY 1 STORY 2 -. - 50'-0" / A B C D A B C D Wall Line Bracing Segment Adjacent Qualified Nails Tension Hold Down 41/2 41/2 41/2" Segment Method Length segment Tie 8'-2" 2'-6" 7-4" 3'-11/2" 3'-0" 3'-0" 3'-0" 3'-11/2" 5" 3'-0" 3'-0" 1/2" 6'-0" 2'-10"1 1 Height Bl CS-PF 2'10" 8'0" 2.83 373"grid 1,650 670 / / / / y /X / // // / / / 2 - 82 CS-WSP 3'2" 9'0" 0 6"/12" 2 CS-WSP CS-WSP 3 ... B3 CS-WSP 3'2" 6'0" 3,17 6"/12" ' \ I_I. -1_ _ B4 CS-WSP T 4" 4'0" 7.33 6"/12" ' 3 485 CS-WSP 8'2" 4'0" 8.17 6"/12" 3 IU 19 C9 I O \ \ \ I - - _ b Ij 1 _ � _ I _ 1 Include proper PF or ABW details on the plans. ID _ \ 0 6701b strap to restrain CSPF to floor framing,or in lieu of strap overlap wall sheathing into rim board as uplift restraint. ;.;.I ill '..I C5 PF EN C5-W5P CS-WSP ' 1 t-trail l �;i N \ 1 4 x 12 MIN HDR 3 - -2'-01/2" to WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW I I + 1/1 I 1 1,000#(MIN.)CAPACITY o Iti i• n STRAP,HDR.TO Alai 1Ll` s q oI k o --o DBL.STUDS BELOW Bl H1 82H r'11 WALL LINE PLAN VIEW WALL LINE PLAN VIEW ,. `l, ..i. : .. B3 B2 B1 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story 31 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 1 I rl r�/ 2-5 Iy' illt Ul Line Method Factors Amount Factors Amount Bracing Bracing Status Line Method Factors Amount Factors Amount Bracing Bracing Status \ 3 / - - I \ to k9 2nd Story A WSP 1.13 6.35 0.85 6.12 6.35 30 Compliant 2nd Story 2 GB-2s4ft 1.13 7.23 0.85 12.75 12.75 19.5 Compliant I -- ----- \ I " INSTALL �� I 2'-5" Adjacent Adjacent ---�i - Wall Line Bracing Segment Qualified Tension Wall Line Bracing Segment Opening Qualified Nails Tension Hold Down - OPemng Naffs Hold Down g 'GB'THRU �. . filSegment Method Length Segment Tie Segment Method Length Height Segment Tle Height d to B1 WSP 30'0' 6'9" 30 6"/12" 61 GB-2s4ft 19'6" 9'0" 19.5 7"/7" WALL --- ----' B2 WSP 3'0" 6'9" 0 6"/12" 0 "I? t`il Include proper collector detail for IRC placement rules on the plans \ _- - -- _ -- H I I I GB Li _ _ .'dI \ 1 I INSTALL o d' 19'-61/2" f 1 i GB'THRU THIS AREA-561 s4 fF in 3 I WALL fl iv o I 3 r o I I v in I I WALL LINE ELEVATION VIEW • WALL LINE ELEVATION VIEW I I _ r i ..-c. - 1 O lit'_. B1 02 e3 a1 I Bz n I ECI WALL LINE PLAN VIEW - " WALL LINE PLAN VIEW : B1 B2 133 01 B2 El) Story Wall Bracing Wind Wintl Bracing Selsmk Seismic Bracing Required Qualified Bracing Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing to - I TT GB Line Method Factors Amount Factors Amount Bracing Bracing Status coil Method Factors Amount Factors Amount Bracing Bracing Status CJ 31/2" €f 2nd Story B G6-2s4ft 1.13 6.55 0.85 11.73 11.73 25.92 Compliant 2nd Story GB-2s4ft 1.13 7.74 0.85 12.75 12.75 18.17 Compliant 1 GB rtl I - 126'' 1 4-0" > 8'-11/2" 6 8" 10'-0" X Adjacent GB AdjacentMail Line Bracing Segment Qualified Tension YI - - Bracing Segment uallfietl Tension opening Nails Hold Down -Wall Line a g 9 Opening Q Nails MeN Down Segment Method Length Height Segment Tie agment Me=hod LengthSegment Tie ?I 1,800#(MIN.)CAPACITY HOLG-DOWN A- - -- GB Height it B1 G&2s4k 6'0" 9'0" 6 7"/7" B1 GB-2s4ft 8'2" 9'0" 8.17 7"/7" ..i I B2 GB-2s4ft 15'11" 9'0" 15.92 777" 82 GB-2s4ft 10'0" 9'0" 10 7'77" `t - - - T 63 GB-2s4ft 4'0:' B'0:, 4 777" J / \ O Include proper PF or ABW details on the plans. b 1,825#(MIN.)CAPACITY �ht"'Itsi.atr' '' `i. �.: \ d Iti rn Include proper collector detail for IRC placement rules on the plans in // -__TENSION STRAP,HDR.TO 1 I I ` 3, II? I -' W DBL.STUDS BELOW I I v I ' c? n I I 51/8"x 161/2"24F-V4 DF/DF GLULAM I BRACED WALL NOTES: "_ (4x12 MIN.FOR CS-PF) in I o II \ tDI L WALL LINE ELEVATION VIEW 1. SEE FOUNDATION PLAN,SHEET 2,FOR LOCATIONS$CALL-OUTS 4 \ c� - _ _ CS-PF I _ - I I - \ / OF REQUIRED HOLD-DOWNS I q ui L--0i I I II A`FI in 2. SEE WALL PANEL DETAILS FOR REQUIRED BRACING @ EACH WALL/SECTION $ \ I 1 1 iv FOR BRACING PROVIDED @ EACH BWL. \ \ \ \ B1 62 B3 B4 .,,: -- GS-WSP CS-WSP GS-WSPI C5-W5P WALL LINE PLAN VIEW ADJUSTMENT FACTORS$CALCULATIONS PERFORMED USING B1 132 H3 B4 "APA The Engineered Wood Association"PROPRIETARY CALCULATOR ■ II Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status I I I I 2nd Story C GB-2s4ft 1.13 10.75 0.85 11.73 11.73 27.25 Compliant3. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: I I METHOD GB: INSTALL 1/2"GYPSUM WALLBOARD W/NAILS OR SCREWS I I Wall Line BraCing Adjacent@ 7'SPACING AT PANEL EDGES INCLUDING TOP$BOTTOM PLATES; Segment Method Segment Opening Segment Nails Tension Hold Down Height FOR ALL BRACED WALL PANEL LOCATIONS,EXTERIOR SHEATHING NAIL g Bl GB-zsaft s o" 5 Ty7" OR SCREW SIZE,SEE TABLE R602.3(1); FOR INTERIOR GYPSUM BOARD B2 GB-2s4ft 8's" 9'o" 8.42 7'77" NAIL OR SCREW SIZE,SEE TABLE R702.3.5 4VP 63 GB-2s4ft s'0" 0'0" 5 / / 16'-01 / 2'-0" / 3'-01/2" / 2'-6" / 5'-21/2" , 6-10' / 4'-91/4" / // 3'4 ° /2'-31/41/ B4 GB-2s4ft 8' 10" 9'0" 8.83 777" 4. PER IRC TABLE R602.10.4 SHEATHING METHODS: METHOD WSP: INSTALL MINIMUM 3/8"WOOD STRUCTURAL PANEL W/6d / 50'-C' / COMMON NAILS @ 6"SPACING PANEL EDGES AND 12"SPACING FIELD 20'-6" __ -___ 10'-71/2" / - 18'-101/2° 5. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING METHODS: MAIN FLOOR BRACED WALL PLAN METHQDGSWSP: STUART LOWER LEVEL 5CALE: 1/4" = 1'-O" WALL LINE ELEVATION VIEW INSTALL MINIMUM 3/8"WOOD STRUCTURAL PANEL W/6d COMMON NAILS @ 6"SPACING PANEL EDGES AND 12"SPACING FIELD, 7. BRACED WALL LINE CALCULATIONS HAVE APPLIED AN ADDITIONAL ADJUSTMENT FACTOR OF PRESCRIPTIVE S C R I PT I V E WALL B 1R A I N G OR 16 GAUGE x 13/4"STAPLES @ 3"SPACING PANEL EDGES AND 6" 1.4 TO ALL LINES,PER 2012 IRC r602.10.3 TO ALLOW A MAXIMUM BWL SPACING OF UP TO 35'. MAIN FLOOR PLAN SPACING FIELD (">30 feet and<35 feet"- IRC r602.10.3) PER 2015 IRC CO2. 11 0 BRACED WALL PLAN Bl B2 B3 B4 WALL LINE PLAN VIEW METHOD C5-PF:CONTINUOUS SHEATHING PORTAL FRAME, INSTALL 8. PER IRC FIGURE R602.10.8(1)WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HGT. BI B2 B3 B4 MIN.7/16"SHEATHING PER SECTION R602.10.6.4.AND PER FIGURE BLOCKING (CENTERED)CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK COSTAL 2 Wall Bracing Wind ed Bracing Story Line Method Factors W'Amountnd n9 Factors Seismic Seismic Bracing Braequired cing Status AND TABLE R602.10.6.4(SEE SHEET 3.3) BELOW W/(3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/8d NAILS TOENAILED @ 6"O.G.TO DOUBLE PLATE 2nd Story D CS-WSP 1.13 5.34 0.85 5.92 5.92 29.41 Compliant BELOW(MAXIMUM SPACING) PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS. JOB NO.: STUART- LL CO2 Wall Line Bracing Segment Adjacent Qualified Tension Segment Method Length Opening Segment Nails Tie Hold Down CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED 9. PER IRC FIGURE R602.10.8(2)WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT.TO Height DESIGNED: L G 61 CS-WSP 16 4" 4'6" 16.33 6"/12" ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS SINGLE FLOOR JOIST CENTERED BELOW(OR PONY WALL @ CRAWLSPACE)W/16d NAIL @ 5"O.C.MAX. IF NO JOIST ------ BELOW INSTALL FULL-HEIGHT BLKG.@ 16"O.C.$NAIL BOTTOM PLATE TO BLKG.W/ 316d EA.BLOCK. NAIL BLOCK N 0 T E g Dr�AwN. M B Bz CS-WSP 6'7" 6'0" 6,58 e'nz" ABOVE AND BELOW OPENINGS AND GABLE END WALLS.BRACED WALL PANELS SHALL BE ( ) CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. TO FLOOR JOISTS W/(2)16d EA.END. IF FLOOR ABV.NAIL FLR.JST.(CENTERED)TO DBL.TOP PLATE W/8d NAILS g DATE: 5/8/18 133 CS-WSP 6'6" 6'0" 6.5 6712 1,e00 DIFFERENT BRACING METHODS,OTHER THAN THOSE LISTED IN TABLE R602.10.4, @ 6"O.C.ALONG BRACED WALL LINE. IF BLKG.ABV.NAIL EA.BLOCK TO TOP PLT.W/(3)8d NAILS$NAIL BLKG. SHEET 64 CS-WSP r 7" 6'o" 0 6'712" SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING TO JSTS.W/(2)16d NAILS EA.END WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES FOR REQUIRED WALL. BRACING AMOUNT (EXAMPLE: A WSP/GB WALL 6. BUILDER TO VERIFY ALL BRACING WITH 2O15 IRC r602.10(AND ALL SUBSECTIONS$ 10. CS-WSP*-CONTINUOUSLY SHEATHED WALL TO BE APPLIED TO ALL SECTIONS 15 CALCULATED USING GB VALUES ONLY,THEREFORE IT WILL PERFORM A_3 , 3 REFERENCED SECTIONS)$W/BRACING PLANS AS APPROVED BY PLANS EXAMINER/INSPECTOR OF WALL LINE,DESPITE SECTIONS NOT BEING QUALIFIED SEGMENTS BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) WA en a APA Wall Bracing Calculator Project Report WALL LINE ELEVATION VIEW INIOINIMINI Builder/Designer Landed Gentry : I I Homegilding Name Stuart-LL CO1 - DevelopopmentAddrddress 1 SW Code BASED ON 2015 IRC SDC(Seismic Design Category) D3 B1 B2 B3 04 B5 B2 B3 04 BS ���\ C T p V Wind Speed <=85 mph WALL LINE PLAN VIEW CIE.3? © LANDED GEN1R1Wind Exposure Category E%POSl1RE B ,`Total Number of Stories 2 STORY Cripple Wall ND TIES Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracingtine Method Factors Amount Factors Amount Bracing Bracing statusHOMES AND COMMUNIMean Roof Height less than 30 ft vFS1st Story 1 CS-PF 1.27 10.92 0.85 16.24 16.24 24.16 Compliant f 19'-61/2' 12'-1T' _ / -- 17-61/2" / 50'_0" _ �4 X STORY I STORY 2 Adjacent / f A BCD A BCD Segment Method Segment °Palling Segment Halls TeTie n Hold Down 41/2 4 41/2" 1 i Height g,g / 7-3 3/4" / 3'-0" // 3'-0" / 4'-3 3/4" / 3'-1 1/2" / 3'-0" // 3'-0" / 6' 6" 5"// 3'-0" �,� 3'-O" //41/2" 6'-0" / 2'-10" / Bl CS-PF 2'10" 8 0" 2.83 373"grid 1,650 '7`- 2 - B2 CS-WSP 6'6" 9'0" 6.5 6"/12" 2 :1 G5-WsP CS-WSP 3 B3 CS-WSP 3'2" 5 0" 3,17 6"/12" \ _ \ i II�Eifi1:'#i�iPn'�`ti1 � ,IAT E B4 CS-WSP 4'4" 5'0" 4.33 6"/12" 3 ;I 4 II o B5 CS-WSP 7'4" 5'0" 7.33 6"/12" cn j1 ; I /1-1 y' N i f - - - \ �I - -I - - - - CO Include proper PE or ABW details on the plans. to \ \ o i � I C° PF o 0 I 1 -� ,. \ C5-WSP CS WSP _ \ I in I, I 4 x 12 MIN HDR / WALL LINE ELEVATION ,r ' `'r WALL LINE ELEVATION VIEW ----- r I I I kll �.N fd ' 1 N 1 �� ik I L • I T-n° 1,000#(MIN.)CAPACITY +�t I t` /; dh �` 'n1 n e,a m I m I 1 I lm9 e4 Bd 14 I� �I TENSIONDBL.STUDS BELOW o ! e. B2 I 11 WALL LINE PLAN VIEW WALL LINE PLAN VIEW Eli I I \ B1 atez I til Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 14 I 0-Story Line Method Factors Amount Factors Amount Bracing Bracing Status Story Line Method Factors Amount Factors Amount Bracing Bracing Status i I. -,F.rta.�'4:.Pt�ilkfern. ' I 3 9 1. im 1st Story A WSP 1.42 15,26 0.85 13.77 15.26 36 Compliant 1st Story 2 GB-1s8ft 1.83 8.9 1,27 5.33 8.9 11.42 Compliant Wall Line BracingSegment Adjacent Qualified Tension g 9 Adjacent Opening Nails Hold Down Wall ent Bracin Se mth Segm nt Tension ITl gOpening Nails Hold Down / Segment Method Length p g Segment Tie Segment Method Length g Segment Tie Height Height B1 WSP 36'0" 36 6'/12" B1 GB-1s8ft 11'10" 6 8" 5.92 7"/7" 1 \ N O B2 GB-2s4ft 5'6" 9 0" 5.5 7:,/7:: \ _ _ J I F -N- ". :, T I CALG'ed FOR 6 9 It-It - ONE-SIDED'GB' _ \ 1 1'-11/2"/ / I d I , 3'-5 1/2" �, 11'401/2" kJ) l GB 1 GB G� rTh 2 WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW > ( �� �ti m �� I INSTALL x9 o o I I 'GB'THRU Illitissi e. 82 03 81 03 I WALL ICIbI m WALL LINE PLAN VIEW WALL LINE PLAN VIEW h) I h ,� BS B2 83 Bi B2 (\tl Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing story wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing l II. / Story Line Method Factors Amount Factors Amount Bracing Bracing Status Lfne Method Factors Amount Factors Amount Bracing Bracing Status I - r 1st Story B GB-2s4ft 1.42 17.72 0.85 18.87 18.87 23.5 Compliant 1st Story 3 WSP 1.83 6.83 1.27 3.56 6.83 12.75 Compliant i /2-21/2- Y \ Adjacent I I / I Adjacent Wall Line BracingSegment Qualified Tension Wall Line Bracing Segment j Qualified Tension „old Down d Opening Nails Hold DOWn Segment Methotl Length °Height Segment Halls Tie Segment Method LengM Height Segment Tie L 11 I� u B1 GB-2s4ft 6 0" 9'0" 6 777" B1 WSP 7'9" 9 0" 7.75 6"/12" I I I B2 GB-2s4ft T o" 9'0" 7 7^/7" B2 WSP 5'0" 9'o^ 5 6/1z.' - _ /I 7-9" yy 5'-0" f' I, I B3 GB-lssft 21'0" a 8° 10.5 7"/7" C I l WSP ° WSP a '1 - - , \ ell a d a /- 14'-51/2" / 14-101/2 / WALL LINE ELEVATION VIEW BRACED WALL NOTES: 1. SEE FOUNDATION PLAN,SHEET 2,FOR LOCATIONS$CALL-OUTS ,,' Q J a B3 B2 83 OF REUIRED HOLD-DOWNS PRESCRIPTIVE WALL BRACING WALL LINE PLAN VIEW Bt B2 ""' / B3 2. SEE WALL PANEL DETAILS FOR REQUIRED BRACING @ EACH WALL/SECTION $bri �^ Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing FOR BRACING PROVIDED @ EACH BWL. PER ER 2015 I IBC 602.10 Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story C GB-2s4ft 1.42 23.36 0.85 18.87 23.36 26.09 Compliant ADJUSTMENT FACTORS $CALCULATIONS PERFORMED USING - - "APAThe Engineered Wood Association"PROPRIETARY CALCULATOR Wall Line Bracing Segment Adjacent Qualified Tension Segment Method Length Opening Segment Mails Tie Hold Down Height 3. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: B1 GB-zsaft s'o^ 9'o• 5 7^/7• METHOD GB: INSTALL 1/2"GYPSUM WALLBOARD W/NAILS OR SCREWS B2 GB-2s4ft 7'8" 9'0" 7.67 777" @ 7 SPACING AT PANEL EDGES INCLUDING TOP$BOTTOM PLATES; 83 GB-2s4ft 13'5" 9'0" 13.42 7"/7" FOR ALL BRACED WALL PANEL LOCATIONS,EXTERIOR SHEATHING NAIL -` OR SCREW SIZE,SEE TABLE R602.3(1); FOR INTERIOR GYPSUM BOARD LOWER FLOOR BR4CED WALL PLAN NAIL OR SCREW SIZE,SEE TABLE R702.3.5 4. PER IRG TABLE R602.10.4 SHEATHING METHODS: SCALE: 1/4" = 1'-O" METHOD WSP: INSTALL MINIMUM 3/8"WOOD STRUCTURAL PANEL W/6d a ii COMMON NAILS @ 6"SPACING PANEL EDGES AND 12"SPACING FIELD 6. BUILDER TO VERIFY ALL BRACING WITH 2015 IRC r6O2.10 (AND ALL SUBSECTIONS $ STUART LOWER LEVEL REFERENCED SECTIONS)$W/BRACING PLANS AS APPROVED BY PLANS EXAMINER/INSPECTOR WALL LINE ELEVATION VIEW 5. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING METHODS: 1` 7. BRACED WALL LINE CALCULATIONS HAVE APPLIED AN ADDITIONAL ADJUSTMENT FACTOR OF METHOD G5-WSP: 1.4 TO ALL LINES,PER 2012 IRC r602.10.3 TO ALLOW A MAXIMUM BWL SPACING OF UP TO 35'- LOWER FLOOR BRACED 61 52 03 B4 INSTALL MINIMUM 3/8"WOOD STRUCTURAL PANEL W/6d ,. (">30 feet and<35 feet"- IRC r602.10.3) COMMON NAILS @ 6"SPACING PANEL EDGES AND 12"SPACING FIELD, WALL PLAN WALL LINE PLAN VIEW OR 16 GAUGE x 13/4"STAPLES @ 3"SPACING PANEL EDGES AND 6" Bt 82 83 ff4 8. PER IRC FIGURE R602.10.8(1)WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HGT. SPACING FIELD BLOCKING(CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK COSTAL 2 Story Wall Bracing Wind Wind Bracing Salamis Seismic Bracing Required Qualified Bracing BELOW W/(3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/8d NAILS TOENAILED @ 6"0.C.TO DOUBLE PLATE Line Methotl Factors Amount Factors Amount Bracing Bracing Status 1st Story D WSP 1.42 13.9 0.85 12.62 13.9 23 Compliant METHOD CS-PF: CONTINUOUS SHEATHING PORTAL FRAME,INSTALL BELOW(MAXIMUM SPACING) MIN.7/16"SHEATHING PER SECTION R602.10.6.4.AND PER FIGURE JOB NO.: STUART - LL CO2 Wall Line Bracing Segment Adjacent Qualified Tension Segment Method Length opening Segment Nana T1e Hold Down AND TABLE R602.10.6.4(SEE SHEET 3.3) 9. PER IRC FIGURE R602,10.8(2)WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT.TO HeightDESIGNED: L G B1 WSP 18'6" 2'0° 18.5 6712' SINGLE FLOOR JOIST CENTERED BELOW(OR PONY WALL @ CRAWLSPACE)W/16d NAIL @ 5"O.C.MAX. IF NO JOIST DRAWN: M B PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS. BELOW INSTALL FULL-HEIGHT BLKG.@ 16"O.G.$NAIL BOTTOM PLATE TO BLKG.W/(3)16d EA.BLOCK. NAIL BLOCK NOTE ez WSP r o^ r o^ 0 s'i1z^ TO FLOOR JOISTS W/(2)16d EA.END. IF FLOOR ABV. NAIL FLR.JST.(CENTERED)TO DBL.TOP PLATE W/8d NAILS ° DATE: 5/8/18 CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED 63 WSP 2'o^ z'o^ 0 6712" @ 6"O.C.ALONG BRACED WALL LINE. IF BLKG.ABV.NAIL EA.BLOCK TO TOP PLT.W/(3)8d NAILS$ NAIL BLKG. SHEET B4 WSP 4's' r o" 4.5 6712" ON ALL AND BELOW OPENINGSG ON ONE SIDE OF A BRACED WALL ALL INCLUDING AREAS TO JSTS.W/ 21 ABOVE BELOW AND GABLE END WALLS.BRACED WALL PANELS SHALL BE O 6d NAILS EA.END WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. FOR REQUIRED WALL BRACING AMOUNT(EXAMPLE: A WSP/GB WALL 3 DIFFERENT BRACING METHODS,OTHER THAN THOSE LISTED IN TABLE R602.10.4, 10. CS-WSP*-CONTINUOUSLY SHEATHED WALL TO BE APPLIED TO ALL SECTIONS IS CALCULATED USING GB VALUES ONLY,THEREFORE IT WILL PERFORM A_ A SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING OF WALL LINE,DESPITE SECTIONS NOT BEING QUALIFIED SEGMENTS BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) WA le 4, S SI 41111 is LANDED GENTRY HOMES AND COMMUNITIES P.T.6x10 HF#2 PT.6x10 HF#2 P.T.2x8 LEDGER(HANG DECK J5T5). 0� _ _ 4 ATTACH LEDGER TO END JST. with 1/2"DIA.LAG SCREWS at 18" c.c.(2 ROWS STAGGERED)and P.T. a10 D 4/1515 "t 16" P.C. 1/2"(MAX.) SHTG. SEE R507.2 4x6 HF#2 C1 4x6 HF#2-C1 J / and TABLES R507.2 and R507.2.1 and 1 'MEW w s"1 " IIli I FIGURES R507.2.10)and R507.2.1(2) PROVIDE HOLD DOWN TENSION DEVICE PER R507.2.4&FIGURE I R507.2.30) NOT LESS THAN(2) Ilkillill LOCATIONS PER DECK,WITHIN J LJ L J L J L 2'-0"FROM EA.END OF DECK. 4x6 HF#2 4x6 HF#2 Ili: EA.DEVICE SHALL HAVE 1,500# 4 • HF 4x6 F#2 4 x 2 MI NOR I MIN.STRESS CAPACITY 8 RIN WA / 2x12 F#2 •LOO'JOIS • " / iixi / 2x12 HF#2 FLOOR JOI'-TS at 16"o.c. 'v; :Ix with CANTLE ER II / , li L plfi.,.Y '�t ty^Ifl: �E H:H*�i ! I I Fi • F#2 %EARI G W�LL BEARING ALL TI I TOP OF JOISTS FLUSH _ with TOP OF P.T.PLATE 2x12 F#2 O O' 117: ' 47 0" 70 I- 015T'" at 1 o.c., P. K I I►sl 2-16d PLATE TO STUD 4x6 ISTS 111111111 ., , " MINIMUM 24IN,WOO: nsu STRUCTURAL PANEL ) O - II ;.EA- G ALL c ("^ ,. HF#' J - -- i .1 wm. STAIR ORIENTATION OF STUD 2x10 . ' 16d NAIL @12"0... MAY VARY AS ALT. _ 9r , J5 BELOWBLK OR'• r B GYPSUM WALLBOARDNIIISt4. , ii p , W'LL A%OVE I THI SH SH ET '% am � #2 OPT. NON-STRUCTU•" Iii ���� FILLER PANEL r 1 BLK' HANG Jig 5/16"-1/2" L CONTINOUS WOOD A / �+ 6d COMMON(SUBFLOOR,WALI$TRUCTURAL PANEL G 2x12 F#2 'L00',JOIS 5 at 1,•"c.c. 8d COMMON NAIL(ROOF) BRACED WALL LINE EDGE SPACING 6"o.c. ALT STUD INTERMEDIATE SUPPORT 12"o.c. - 4 ° e " ° 4 - ° � CORNER DE TAIL TAIL � y SCALE 3/4" = 1'-0" I CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING • = _�I MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL — ., L JL JL JL JL JULaJ JILJL JL JL JL JL JL JL J JL JL JL JL JL JL \ r II \ Iir B 1 ` - HANG F.J.FROM 1 i l l P.T.2x8 PLO. v1 (RIPPED TO 6") 8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG TOE NAIL 3-8d BRACED WALL PANEL BRACED WALL PANEL I, NAILS AT EACH MEMBER BLOCKING I BRACED WALL PANEL -a BRACED WALL PANEL BRACED WALL PANEL MAIN FLOOR FRAMING PLAN 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER $GALE: 1I4" 0 1'-0' ,' U , — M NOTE INSTALL 2x12 BLKG.BTWN.FLR.JSTS.BELOW BRACED WALL ABV.(SEE SHT.A-3.3) N jjSTUART LOWER LEVEL __Ni r II 1/2 i 1 N i - CONTINUOUS RIM JOIST \ ADDITIONAL FRAMING FULL HEIGHT BLOCKING MEMBER DIRECTLY ABOVE @ 16'o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL FLOOR FRAMING PLAN �� WHEN PARALLEL TO FLOOR/CEILING FRAMING COSTAL 2 i BRACED WALL PANEL CONNECTION JOB No.: STUART - LL CO2 2 SCALE: 3/4" = 1'-0" ( , — _ l DESIGNED: L G DRAWN: M B DATE: 5/8/18 A-4 . 1 SHEET , Iii WA Mee lIS IMI III ill TRUSS NOTES: 11 111 1. ENG'D MONO TRUSSES at 24"o.c.with HIP PACKAGE,SPAN 8'-0", LANDED GENTRY 18"TAILS HOMES AND COMMUNITIES 2. ENG'D GIRDER TRUSS,CLIP FOR HIP ROOF,SPAN 36'-0",with 18"TAILS ROOF FRAMING NOTES: 3. ENG'D TRUSSES at 24"o.c.,CLIP FOR HIP ROOF,SPAN 36'-0",18"TAILS 9 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES 4. ENG'D GIRDER TRUSS,SPAN 36'-0°,CLIP FOR HIP ROOF,18"TAIL •r I TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- TURER. PLAN AND PROFILES(IF APPLICABLE)ARE DS t X DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS ONE END ONLY I a I z PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. 5. ENG'D TRUSSES at 24"o.c.,SPAN 32'-0%18"TAILS ~ 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT 1-6 . BEARING WALL _-r z I I l= ENGINEERED DESIGN TO THE BUILDING DEPARTMENT 6. ENG'D TRUSSES with SCISSOR at 24"o.c.,SPAN 32'-0", D5 I' m FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- 18"TAILS ONE END ONLY.SEE TRUSS PROFILE #6 Q rc ATION. �o \ I 7. ENG'D TRUSSES with SCISSOR at 24"o.c.,SPAN 30'-0",18"TAILS \ 3. ORT B ENGINEER TO VERIFY 2x OVERFRAMING CALLED 1Ps11111 r t ,.�: '=FP4 �,;'.Il � . ti .__�'.i .E`�.EI .>,.�_�.p �'1 L: / OUT BY DESIGNER. ONE END ONLY.CLIP PER TRUSS PROFILE#7 O / 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS n cl ti TO BE SPECIFIED BY TRUSS MANUFACTURER. 8. ENG'D TRUSSES at 24"o.c., SPAN 30'-0",18"TAILS ONE END ONLY. \\ \ Liu [ 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED SEE TRUSS PROFILE #8 J \ \ z EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE d v. \—___ ___J \ n FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- 9%\ I I \ i.6 1 DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT 9. ENG'D TRUSSES at 24"o.c.,SPAN 20'-0",18"TAILS \ EDGE OF °L 1' 67t UNSUPPORTED EDGES. \ J L a• 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- TRUSS HANGERS,CONNECTORS and HURRICANE TIES TO BE SPECIFIED BY , \ n S:E NOTE • I— \\ RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY it TRUSS ENGINEER and/or MANUFACTURER. PLAN and PROFILE SHOWN L �' vc. J w I LOCATIONS. ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS PLAN with 7 b \Nj NK w 7. OVER-FRAMED AMHI AREAS SHALL BEA BUILT UPON FRAMING TRUSS ENGINEER and/or MANUFACTURER J Ne \ p A \F 3 m WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR VENTILATION. \ w O 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- \\ �� ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH OM 1'. I�Fx P =' :e w END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) z TO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON E�( NG ALL F j _I \\ HANGERS. J S V _ �, J >< ____ ____ o 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH \ n \\ THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS t J \ X N.j F AND FLOOR BEAMS. q u # I \\ a c3 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, \ / _ _ c� / RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. in i/ X \ / 1 — �� 11. PROVIDE CONTINUOUS RIDGE VENT. • in mIll o w I / \ . ti\ J L _ J / ti$' \I 12. SEE PLANS FOR HEADER SIZES. 12 12 ATTIC I\ # I 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS ACCESS / I I ) PANEL. SEE FLOOR PLANS FOR LOCATIONS. 4:1 " �4 BELOW I / I' w EDGE Of tl 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. / c° VAULTED AREA I I / 15. ALL EXTERIOR COLUMNS TO BE P.T.HF#2 MINIMUM UN- 1 2 / LESS NOTED OTHERWISE. 1 12 12 / 8EA"IN6 W' L L / J J 1 /— 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS J DROP LEG PER PLAN WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 PSF LIVE LOAD ON BOTTOM CHORD. 51/2"/` 31'-1' A 5 V2' ;�� 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE / 32 0 /1I-6 / �I �� / TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING COMPLIANCE WITH SAFETY INFORMATION(BSCI-03)GUIDE k /0) TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- ill ---- z ING OF METAL PLATE-CONNECTED WOOD TRUSSES / w TRUSS PROFILE #6 o I it `1/ x u SCALE V4'' _ � i� J / ILI 1 i Z 01111 LU n3'4, I I!f I s — — D5 1'-6" ris �4 Q I Icm I I IN 4 02 2r I k-J t A{ I 111= 12 12 I I ic9 tu I—, �I DROP LEG o 0 1 PER PLAN I I z 1 ku D5 / 30 /1-6"/ \ 0 TRUSS PROFILE :7 ROOF FRAMING PLAN SCALE: 1/4° = 1'-0" F la { STUART LOWER LEVEL ROOF FRAMING PLAN COSTAL 2 JOB NO.: STUART- LL CO2 DESIGNED: L. G DRAWN: M B DATE: 5/8/18 SHEET A-4 . 2 WA aaa SINSI S iMI SS III LANDED GENTRY HOMES AND COMMUNITIES ENG'D GIRDER TRUSSES 1/2"CDX PLYWOOD OR 7/16'053 12 /'' '' SHEATHING (VERIFY with BUILDER) 7-----..- ON ENG'DTRUSSES at 24'c.c. 1114 ENG'D TRUSSES at 24"o.c. 2x4 SCREENEDNENTEDBLOCKING TYP. 2 L __haimima s_ 5/8"TYPE-X GYP.DB. 12 —� - 5/4x6 SIS2E PRIMED- I��I 5/8"GYP.DB. SPRUCE FASCIA with 5' 1/2"HIGH-DENSITY OR PAINTED MTL.GUTTER 5/S'TYPE-X GYP.BD. (TYP.at GARAGE BEARING WALLS) 1/2'GYPSUM WALLBOARD I1/2'CDX PLWD.OR 716"OSB — INTERIOR WALLS TYPICAL o SHEATHING(VERIFY with BLDR.) 2x6 STUDS at 16"o.c. EXTERIOR ci E EXTERIOR WALLS TYP. 3/4"T S G PLWD.OR O5B STUDS at o.c. WALLS TIP SHEATHING(VERIFY)ON 4,GONG.SLAB TO SLOPE 1/8" I FLOOR JOISTS PER PLAN PLF TOWARD GARAGE DOOR (SEE SHEET A4.1) PER FOUNDATION PLAN �Il= �Il_111 '. f.-;;i - I — ■1■I1I�I■11Elli ■I■ti■�■at 6"CONC.FOUNDATION ., PER FDN.PLAN 16"x 8'GONG.FOOTING — — 4"DIA.PERFORATED ,tt_„c PER FOUNDATION PLAN i DRAIN PIPE • <o GONG.FOUNDATION and FOOTING — O1 PER DETAIL'I,SHEETA2.3 — 4'GONG.SLAB GONG. FOUNDATION PER PER FDN.PLAN o i — DETAIL'1',SHEET A3,2 x ii;t 4"DIA.PERFORATED CONT.THICKENED DRAIN PIPE ' tit,. BUILDING SECTION at GARAGE/STAIR/DINING/KITCHEN FTG.PER PLAN CONC.FOOTING PER DETAIL'1',SHEET A3.2 wit ',2 CDX PLYWOOD OR 7/16'O5B SHEATHING (VERIFY with BUILDER) ENG'D TRUSSES at 24"c.c. ON ENG'D TRUSSES at 24"o.c. � f Y to k. lfrez f; k k V x N • R r A k R 5/8"GYP.BD 1/2'BLANK PANEL SOFFIT 3 St x x x ? iri, x x (VERIFY TYPE with BUILDER) 5/8"GYP.BD i R 1/2"GYPSUM WALLBOARD 6x8 BEAM IN FOREGROUND a— INTERIOR WALLS TYPICAL a 6x6 POST(WRAP PER BJILDER) r VT CDX PLWD.OR 7/16'OSB 3/4"T 5 G PLWD.OR O5B 11 To SHEATHING(VERIFY with BLDR.) SHEATHING(VERIFY) ON 2x12 I ON 2x6 DS at 16'o.c. FLOOR JOISTS at 16"a.c. (VERIFY SPECIES with PLAN) 4'CON LAB PATIO PER FD PLAN _ r '-> 2x10 BLKG. 6'CONC.FOUNDATION a='J 1/2"CDX PLWD.OR 7/16"05B 2x4 STUDS SHEATHING(VERIFY with BLDR.) PER FDN.PLAN —',d ii=1, e .4 at 16'o.c.(TYP.) ON 2x6 STUDS at 16"o.c. 4'DIA.PERFORATED EXTERIOR WALLS TYP.DRAIN PIPE STUART LOWER LEVEL 16'x 8"CONC.FOOTING I PER FOUNDATION PLAN o 4"CONC.SLAB 6 MIL.VAPOR BARRIER PER FDN.PLAN THROUGHOUT CRAWL SPACE L BUILDING SECTIONS 6"CONC.FOUNDATION COSTAL 2 CONC.FOUNDATION and FOOTING emu= R-10 RIGID INSUL.at SLAB PERIMETER WHERE PER FDN.PLAN l J /1 PER DETAIL 1',SHEET A2.3 LESS THAN 24"BELOW FINISH GRADE �u=u and UNDER ENTIRE SLAB 4"DIA.PERFORATED , . JOB NO.: STUART- LL CO2 DRAIN PIPE DESIGNED: L G BUILDING SECTION at PORCH/PWDR./DINING/M,ASTER BEDROOM 16"x 8"CONC.FOOTING DRAWN: M B PER FOUNDATION PLAN SCALE: 1/4" = 1'-0" DATE: 5/8/18 SHEET A-5 . 1 WA see Millii iII illi ii iii LANDED GENTRY HOMES AND COMMUNITIES �� - SIDING PER ELEVATION :: `— WALL SHEATHING SEE STR ♦, ADER SEE TRUC. • � CAULKING FLOOR SHEATHING R-10INSULATION 4 1� SIMPSONA35 METAL'Z'FLASHING @ 48"O.C. / �•�♦ VINYL WINDOW FRAME F2 2 X TREADS A( 10"MIN. 2X6 WINDOW TRIM l 3/4"PLYWOOD RISERS � AI I 1 WITH(2) 16d RING-SHANK �♦�♦ WINDOW FLANG 7f/ SISTAIWIM@FTWOOD BEAM BACK ELEVATIONS ONLY(VERIFY) ° P M imarvol ?' III_ 2X TREADS VINYL WINDOW FRAME 2"x12"STRINGER ° J / "s' I 11 WALL SHEATHING 0 2 X STRINGERS III II STUD WALL III 3-16d NAILS 1Th �— SIDING OR BATTS NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. I AND TREAD WIDTH 10"MIN. LENGTH(TYPICAL). SIMPSON H5'S AT 32" NOSING PROJECTION SHALL NOT BE LESS THAN 2"x4" 16"o.c. STUDS O.C., STUD TO STRINGER C./ 3/4"AND NOT MORE THAN 1 1/4" i WINDOW HEADER WINDOW SILL _ STAIR DETAIL STAIR DETAIL �y SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" NOT TO SCALE ,4 / NOT TO SCALE WINDOW WEATHER STRIPPING ir Ha 1. INSTALL BUILDING WRAP PER MANUFACTURERS i1/4 i „ \ , , ,,,,..„ess,„ ,' " INSTRUCTIONS WRAPPING INTO OPENING. '1 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45°BOTTOMSOW CORNER PIECES OR PLASTIC CORNERS. le L¢ 3.INSTALL WINDOW PER MANUFACTURERS k RECOMMENDATIONS&BEDDED IN CAULK. .'c;.1 4.INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MN linkR ' 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER HEAD FLANGE LAPPING OVER JAMB TAPES. COMPOSITION POOPING (VERIFY TYPE 12 6. INSTALL WALL BATTS OR SIDING AND PER ELEVATIONS WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER W/ BUILDER) ON 1/2" PLYWD. OR 7/16" 05B AND/OR SECTIONS TOP OF TRIM.* 7.CAULK BOTTOM,SIDE,&HEAD TRIM TO WINDOW FRAME SHEATHING (VERIFY) ON ENGINEERED ENGINEERED TRUSSES @ 24" O.C. _do, AND SIDING. TRUSSES @ 24"O.C. *FLASHING TO BE UNDER BUILDING PAPER CONTINUING % UPWARD. 5/46 S152E PRIMED SPRUCE FASCIA (VERIFY W/ BUILDER) _5/8"TYPE"X" GYP. BOARD 1 2x4 VENTED BLOCKING I (2)2x6 TOP PLATE 2x6 STUDS @ 16"O.C. i 1/2"GYR BOARD SIDING PER ELEVATIONS ON 1/2" SHEATHING (VERIFY W/ BUILDER) ►� F SEE A5.7 o FOR HEADER DETAILS m* i N. \ \ • ' a . ��FOR HEADER DETAILS 2x10 RIM JOIST(VERIFY W/ BUILDER)_ \a \ P.T. 2x6 PLATE W/1/2"DW°x 10" 2x6 PLATE 4.11 ANCHOR BOLT 3"x3"x1/4" PLATE 3/4"T ff G SHEATHING (VERIFY) ON o WASHER 48" O.C. 1 s FLOOR JOISTS PER PLAN q o 6" CONCRETE FOUNDATION WALL W/ bk 1 REBAR PER FDN. PLAN, R403.1.3.1 $ IRG TABLES 404.1.2(1) - 404.1.2(8). FOR )1 4x8 HF#2 BEAM ON 4x4 POST (4x6 @ - - SPLICE) ON 90# FELT (OR SIM.) ON FDN.WALLS TALLER THAN 48", USE #4 J J _ ,Ip VERTICAL REBAR W/3" HOOK INTO —111=i1i-111— P D PAD FTC. PER FOUNDATION PLAN FOOTING @48"O.C. �11 16"x 8" CONCRETE FOOTING W/ STUART LOWER LEVEL �z : t'�;''°° •• '°' REBAR PER FDN. PLAN R403.1.3.1 4" PERFORATED DRAIN IN =III=IIl=111=111 • L' FREE-DRAINING GRAVEL BASE u SIMILAR WALL DETAILS \ \ TYPICAL WALL DETAIL COSTAL 2 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL SCALE: 1/2" = 11-0" TYPICAL MAIN LEVEL SCALE: 1/2" = 1'-0" TYPICAL UPPER LEVEL SCALE: 1/2" = 1'-0" ' JOB NO.: STUART- LL CO2 NOTE: FOR LOWER LEVEL DETAILS SEE A2.3,DETAIL#1 and#2 DESIGNED: L G DRAWN: M B DATE: 5/8/18 SHEET A-5 . 2 WA see I a a mama I 2x TRIM with 1/2' ' _ -- SHEATHING LANDED GENTRY CHAMFER at f PER PLAN TOP EDGE HOMES AND COMMUNITIES 5/4x8 5152E PRIMED SPRUCE SIDING PER _ BARGE BOARD with 1x4 TRIM PLAN at TOP EDGE(TYP.) COMPOSITION ROOFING DECORATIVE GABLE VENT - DETAIL (VERIFY TYPE and COLOR ELEVATION NOTES: ��, SHINGLE SIDING(VERIFY TYPE ',� SCALE:3/4" - 1'-O" with BUILDER) I BUILDER) and COLOR with 5/4x6 5152E PRIMED VARYING and COMPLIMENTARY COLORS SPRUCE FASCLA with 5" --� -- ---- _—____— WILL BE USED FOR THE TRIM and THE CONT.PAINTED METAL =_ram_ '_ _—_ DIFFERENT BUILDING MATERIALS ON 2x10 TRIM BOARD with 1/2" GUTTER(TYPICAL) ___—__'�=_==____= =— ®' �` THE FRONT ELEVATION ;;; Iiiii a FLASHING) _ c==== =z_ +, �� �� - S.' MAIN FLOOR PLT.HGT. BRICK VENEER IS INSTALLED --------- ----- KEYSTONE PER BUILDER =Ca __= __11 _ MASTIC-APPLIED SHEATHING WALL MOUNTED LIGHT FLANKING �\ STONE VENEER PER PLAN - . aMI PER PLAN GARAGE DOOR and at ENTRY • Mil _ -IL + 5/4x4 CORNER TRIM (TYP) (4 PLACES TYP.) � ' LAP SIDING(VERIFY TYPE `f`J I I 5/4x6 DOOR WDW.TRIM (with 2x2 ABV.) m _ IIIII at TOP;5/4x4 DOORAVDW.TRIM at 510E5; and EXPOSURE with BUILDER) ' - ' �� C !TtLC B, PROVDIE PRIMED SPRUCE _�—Maar�� :.Iii FRONT and BACK ELEVS.OR FACING PUBLIC CAP(OR EQ.)ATOP VENEER F :'� • �; ::_ RIGHT OF WAY)SEE DETAIL"G"THIS SHEET (G.1.FLASHING ABOVE TYP.) SEE DETAIL"B' THIS SHEET tom �1='� la_ I MAIN FLOOR LEVEL rw MASTIC-APPLIED STONE -1111% -� I SLAB at GARAGE DOOR -N SIDING PER VENEER(VERIFY TYPE . PLANTER BOX LOWER FLOOR PLATE HGT. o PLAN and COLOR with BOR.) PER BUILDER(TYP.) P.T.6x6 POST WRAPPED 2x2 GROWN G.I.FLASHING " � PANELLED/DECORATIVE RAILING � - PER BUILDER with 16"x 16" 5/4x6 TRIM at TOP GARAGE DOOR with GLAZING - PER BUILDER(TYP.) MASTIC-APPLIED STONE COLUMN BELOW(3 TYP.) k, 5/4x4(MIN.)TRIM • FRONT ELEVATION at 510E5 2x SILL SLOPED at 1/4"PLF(OR TRIM) CAULK at EDGE i SHEATHING t ' : M LOWER FLOOR LEVEL 5/4x4 TRIM at BOT. \ PER PLAN DETAIL ", '14N. CCU . SCALE:3/4" 0 1, O" �! i. -4Cik �,. , r II ll ar s iii[k.:,T, el 8QI LLOIIJ N�=L414 f 1 a 1ls I OPTIONAL DOOR I (VERIFY with BUILDER) STUART LOWER LEVEL FRONT and LEFT LEFT ELEVATION , ELEVATIONS ____- ___- .___- I SCALE: 1/4" - 1'-0" OR � 2E. COSTAL 2 AJ C47-,.A JOB NO.: STUART- LL CO2 ORL , 71\E7C. _ � �, / DESIGNED: L G / DRAWN: M B i / DATE: 5/8/18 I SHEET ' Ai-6 • 1 WA ass a, an ' al 7:ra.4.: a , a a 1 i,, ima . LANDED GENTRY HOMES AND COMMUNITIES Sith 44 • tee"s* 11 4 ilfr ELEVATION NOTES: . : : . : : : -: — — VARYING and COMPLIMENTARY COLORS WILL BE USED FOR THE TRIM and THE DIFFERENT BUILDING MATERIALS ON THE FRONT ELEVATION - ------------Th--' 1 1 i I I i iINSTALL A SILL WHEREVER STONE/ , , . BRICK VENEER 15 INSTALLED . . . . . . - a IIIIIIIIIIrill I:1111111111111 i I il 1 1 fr. -- 11111 'III 111H ij E illi Ill a !III 111H IIIIIII•IIIIIII 1/2.11, „. Jtr , ____ „..1..... -L- - L --L.- ---L- -L.-- -1.-- -L- 11- ilii ia----------aii r_ -1- -1- - -1-- -L.- --1,- --L- -L.- -L.- -L.-- -1- --1- --L- -1.- 1 -L-- --L- -L- -1.-- -1-- --I.- -1- --L- -.I- --.1-- -L.- -L- --.1- --1-- 1- --L-- _.... . 4% 1-- --1--- --L.- -L- -1- J-- -L- -L.-- I a a -....L.-- -4-- -1--- I --4.-- -1--- -L- -1- -1- -1-- --1.- RAILING PER BUILDER -.-'" ._- -.L-- im ms ----L— -- IIIII Illialliiiiiiiiiii --1,- .-- .-L.- -1-- -I- 111111 111111 liii IllIllIllIllIll -1- -1- -1.- -L-- -L.-- .- 11E11 --. 11111111111•11111111111 -.1- --I-- -L,-- -L- 1- -J.- --L- -1-- L- -L- S MS S ---L.-- -I- }- -L.- -1 -L- --L- -1- -> -> -> -> -9 --> -> -> -1-- --L- .. -3 -3- -3- -3- -,- .. 1-- --L-- --J-- .. -3. -3. -> -3 -3 --> ---> --> -3 --> -› -I-- -L- -,- -4- ____._ --.- -... -... -,- -p... -I.- -... -r.- -. -o.- -> -3 -> -> .. .. .. .. -', -3 -3 -> .• --> -.- -• -a- -1.- -a. -a- -.- -I. -..- -10114k ... lir tit , BACK ELEVAT:ON ‘ SCALE. 1/4 AS c 411.111Pilk 'aPir kat_iglu., .__ —, — _ __._ - ' a . ------------- - a , — m _ i STUART LOWER LEVEL m. . .. BACK and RIGHT RIGHT ELEVATION MI ELEVATIONS SCALE: 1 L r. 1-0" COSTAL 2 ........ JOB NO.: STUART- LL CO2 •-••••••• DESIGNED: L G DRAWN: M B DATE: 5/8/18 SHEET Am 6 . 2 WA en GENERAL NOTES: SITE PREPARATION: FLOOR FRAMING: PLUMBING: WASHINGTON STATE ENERGY CODE COMPLIANCE: la LANDED GENTRY 1. BEFORE STARTING ANY SITEWORK CALL 1-800.424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED,CONGEALED OR PUT INTO USE UNTIL IT HAS 131. COMPLIANCE DATA FOR THE 2012 WASHINGTON STATE ENERGY CODE(IRO CHAPTER 11)15 A5 FOLLOWS: LEDGER STRIPS NOT LESS THAN NOMINAL 2"x 2"[IRC SEC.502.6.2] BEEN TESTED,INSPECTED AND APPROVED[UPC SEC.103.5.1.3] FLOOR: R-30 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 WALLS: R-21 BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS I OVER SUPPORTS WITH 2"NOMINAL WIDTH BY FULL JOIST 102. PLUMBING SUPPLY PIPING SHALL 8E TESTED WITH WORKING WATER PRESSURE OR,EXCEPT PLASTIC PIPING,50 PSI AT FLAT CEILING: R-49(R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) PER IRC 2015 BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% DEPTH SOLID BLOCKING,RIM JOIST,JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS PRESSURE[UPC SEG.609.4] VAULTED CEILING: R-38 SHALL NOT EXCEED 25%OF THE JOISTS DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2"OF THE TOP OR BOTTOM DOORS: Ur.200 MAXIMUM(VERIFY WEATHERSTRIP 15 INSTALLED) BEAM 5 AND JOISTS: OF THE J015T. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE WINDOWS: U_.400 MAX. BE WITHIN 2"OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH [UPC SEC.712.2.3] SKYLIGHTS: Ur.550 MAX. AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN[IRC SEC.502.7$502.8]. FOR NOTCHING AND BORING OF WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN.$EXHAUST DUCTS MIN.R-4 21. DIMENSIONAL LUMBER TO BE HEM-FIR 142 TYP.(U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF#2 HEADER IN EXTERIOR MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS (SEAL JOINTS,CORNERS AND BOOTS). VERIFY INSULATION 15 INSTALLED BEHIND PARTITIONS,IN CORNERS,FITTED WALLS ABOVE DOORS AND WINDOWS(SEE DETAIL'G'ON SHEET A5.1). NOTE:HEARTWOOD BEAMS ARE NOT TO BE USED FULLY SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS AROUND WIRING$PIPES AND IN SPACES BEHIND BATHTUBS$SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO W/4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2"MIN.BEARING TYP.U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR ON THE GROUND SHALL BE APPROPRIATELY SEALED[UPC SEC.313.1] CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR,WALL OR CEILING THROUGH WHICH THEY BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- 53. JOISTS,RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH PENETRATE$INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES STRUCTION SHOULD BE VERIFIED W/DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC BEARING POINT OR AS REQ'D BY MANUFACTURER[IRC SEC.502.7] 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS @ EXTERIOR WALLS. REFER TO 2012 WSEC CHAPTER 4$IRC CHAPTER 11 FOR VERIFICATION OF INSULATION VALUES LOCATION$LOADS FOR AB5 MAY NOT EXCEED 4 FEET ON CENTER[UPC SECS.314.5$314.5.1] (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF 2012 WSEC) 22. WOOD JOISTS CLOSER THAN 18"OR WOOD BEAMS CLOSER THAN 12"TO THE GROUND MUST BE OF TREATED WOOD OR THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP WOOD OF NATURAL RESISTANCE TO DECAY[IRC SEC.317.1] SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS[IRC SEC.502.4] [IRC P2720] 132. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES,WIRES$OUTLET BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN.R-5 INSULATION BEHIND THEM 23. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 11/2"OF BEARING ON WOOD OR METAL AND NO 107. SHOWERS AND LAVATORIES TO HAVE 2.5 AND 2.2 GALLON PER MINUTE FLOW RATE,RESPECTIVELY. WATER CLOSET SHALL GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE LESS THAN 3"BEARING ON CONCRETE[IRC SEC.502.6] BE 1.6 GALLON/FLUSH MAX. 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE[IRC SEC.3171] DENSITY$COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN 1"AIR SPACE. BAFFLE TO 56. ALL PLYWOOD OR 05B SUBFLOORING 15 TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS GLUE IS TO BE APPLIED 108. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE EXTEND 6"VERTICALLY ABOVE THE BATTS AND 12"VERTICALLY ABV.LOOSE-FILL INSULATION. PROTECT ALL FOAM 24. PRESSURE TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS PER IRC CHAPTER 29 INSULATION WITH METAL,PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS$WHERE EXPOSED ABV.GRADE TO VENT DAMAGE PRE- SUPPORT OF BUILDINGS,BALCONIES,PORCHES,ETC.WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT 109. ALL PLUMBING FIXTURES,INCLUDING TOILETS,SHALL BE CAULKED OR SEALED AT THEIR BASE[UPC SEG.407.2] BEAMS,JOISTS PROTECTION$DECKING,FROM A ROOF,EAVE,OVERHANGLUM OR OTHERC COVERING. SUCH MEMBERS MAY INCLUDE ROOF FRAMING: 134. A ONE-PERM(OR LESS)VAPOR RETARDER(KRAFT PAPER,PVA PAINT,ETC.)IS TO BE INSTALLED ON THE WARM SIDE BEAMS, $ POSTS,POLES$COLUMNS[IRC 5EG.317.1.3] 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN OF THE INSULATION 25. ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 HEATED SPACE AND INSULATION PROVIDE MIN.R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEG- AT TOPS,SIDES AND ENDS[IRC SEC.317.1] [IRC SEC.803.2.1.1] TED FROM FREEZING 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR TIGHT 26. STRUCTURAL EXTERIOR POSTS,BEAMS,JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL[IRC SEC.317] 62. ENCLOSED ATTIC I RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MECHANICAL: PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS 136. SOLE PLATE 15 TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN.STORIES TO BE CAULKED/SEALED. ALL HOLES 27. FASTENERS FOR PRESSURE TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL,STAIN- THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL,PLUMBING$HVAC PENE- LESS STEEL OR COPPER(EXCEPTION: 1/2"DA.OR GREATER STEEL BOLTS) [IRC SEC.3173.1] MITTED PROVIDED THAT AT LEAST 40%AND NOT MORE THAN 50%OF THE REQ'D VENTILATING AREA IS PROVIDED BY 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL TRATIONS. OUTLETS,SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV.THE EAVE OR APPROVED BY THE BUILDING OFFICIAL[IRC SEC.111.1/NFPA 547.1.1.1] SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, 28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE CORNICE VENTS[IRC SEG.806.2]. THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT V4'MESH SCREEN AIR TIGHT$SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS$DOORS TO BE SEALED/CAULKED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF,EAVE OR SIMILAR COVERING 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN SHALL BE PRESSURE TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD[IRC SEC. 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG.WHEN USING BLOWN-IN INSULATION UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE[IRC SEC.02417.4.1/NFPA 54] 137. THE BUILDING OR DWELLING UNIT SHALL BE TESTED$VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 317.1.5] 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSVTPI 1 STANDARDS 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016"THICK RIGID METAL HAVING SMOOTH INTER- (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD WALL FRAMING: (IN GENERAL MIN.REQ'MENTS PER IRC CHAPTER 6,A5 DEFINED HEREIN OR SHOWN ON DRAWINGS) [IRC SEG.802.10.2] IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12"IN LENGTH. DUCT SIZE MIN. PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- 4"DIAMETER(OR AS REQ'D BY DRYER LISTING$PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING(SEE WSEC TABLE R402.4.1.1), 31. FRAME MAIN FLOOR EXTERIOR WALLS W/104 5/8"2x6 STUDS @ 16"O.C.TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS[IRC SEG.802.10.3] TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR.SPECIFICATIONS. TERMINATE MIN.3 FEET OPERABLE WINDOWS$DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE /8"2x6 STU DS @ 16"O.G.TYP.(VERIFY EXTERIOR SHEATHING TYPE W/BUILDER). FRAME MAIN FLOOR INTERIOR FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. FRAME PRIOR TO THE TEST[WSEC R402.4.1.2] WALLS 104 5/8"2x STUDS(PER PLAN)@ 16"O.C.W/1/2"GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED "'` W/ 66. TRUSS MEMBERS MUST NOT BE CUT,NOTCHED,DRILLED,SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE MAXIMUM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.7.4.1. OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/92 5/8"24 STUDS @ 16"O.C.W/1/2"GWB BOTH SIDES APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS ABBREVIATIONS. TYP.(U.N.O.). FRAME GARAGE WALLS W/104 5/8"2x STUDS(PER PLAN)@ 16"O.C. ANGLED WALLS TO BE 45 DEGREES EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- TYP.UNLESS NOTED OTHERWISE LE OF SUPPORTING SUCH ADDITIONAL LOADING[IRC 5EG.802.10.4] 124. W OUSE EXHAUST FAN(IF REQUIRED)TO HAVE A SONE RATING OF 1.5 OR LESS I BE WIRED TO A TIMER OR DEHUMIDI VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF @ AT FLR. FLOOR PLWD. PLYWOOD 32. STUDS PARTITIONS CONTAINING PLUMBING,HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO 67. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT(TRUSS FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE A.B. ANCHOR BOLT FDN. FOUNDATION PR. PAIR SPACED A5 TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS cs ENGINEER AND/OR MANUFACTURER TO VERIFY) OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 GPM UNDER NORMAL OPERATING CONDITIONS. ADD. ADDITION F.O.C. FACE OF CONCRETE P.T. PRESSURE-TREATED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT UNDERCUT INTERIOR DO09,$TO ALLOW AIR MOVEMENT ADJ. ADJUSTABLE F.O.S. FACE OF STUDS R RISER PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING,HEATING OR OTHER PIPES ARE P1OR EXTERIOR SHELL: A.F.F.. ABOVE FINISH FLOOR FT. FOOT OR FEET R.D. ROOF DRAIN PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN 1tWM E 125. EXHAUST FAN LOCATIONS I SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION$INDOOR AIR ALT. ALTERNATE F.E. FIRE EXTINGUISHER REF. REFERENCE 11/2"WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN(8)16d QUALITY(VIAQ)CODE AREAS FOLLOWS: ALUM. ALUMINUM FRPLC. FIREPLACE REFG. REFRIGERATOR NAILS EA.SIDE[R602.6.1] ....- 71. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION KITCHEN: 100 CFM(RANGE HOOD ACCEPTABLE) BA. BATH FURN. FURNACE REQ'D REQUIRED `"°„, INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER LAUNDRY: 50 CFM MIN. BDRM. BEDROOM GA. GAUGE RM. ROOM 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS(3")BETWEEN R.O.AND NEAREST WALL BATHROOMS: 50 CFM MIN. BLDG. BUILDING GALV. GALVANIZED R.O. ROUGH OPENING ALL EXTERIOR TRIM MD SIDING JOINTS TO BE A5 SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, NOTE:ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET BLKG. BLOCKING G.B. GRAB BAR R SHELF$ROD 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48"A.F.F. SIDING OR TRIM PROVIDE A 15-DEGREE(MINIMUM)BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE FROM ANY OPENING B.O. BY OWNER GLU-LAM GLUE-LAMINATED S.F. SQUARE FEET ALL PROJECTING WOOD TRIM[IRC 5EG.703 j 5$BOT. BOTTOM GR. GRADE SGD SLIDING-GLASS DOOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LE55 IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN 126. ALL GAS COMBUSTION APPLIANCES(EXCEPT KITCHEN RANGE$CLOTHES DRYER)TO HAVE COMBUSTION AIR DUCTED BWP BRACED WALL PANEL GWB GYPSUM WALLBOARD SH SINGLE-HUNG HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS APETY: DIRECTLY TO THEM CAB. CABINET HB HOSE BIBB (WINDOW) LESS THAN 14"HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE + CSMT. CASEMENT(WINDOW) HDWD. HARDWOOD SHWR. SHOWER CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15%MORE BRACNG THAN A5 REQ'D i CL CENTERLINE HORIZ. HORIZONTAL SHTH'G SHEATHING FOR THE WALL ABOVE,WITH WALL PANEL SPACING NOT MORE THAN 14 FEET[IRC SECTIONS 602.9 AND 602.10.11.1] EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET[IRC SEC.319.1] CLKO CAULKING HWT HOT WATER TANK SIM. SIMILAR CLO. CLOSET INSUL. INSULATION SPEC. SPECIFICATION 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT[IRC SEC.4073] EVERY BASEMENT,HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW GMU CONC.MASONRY UNIT INT. INTERIOR SQ. SQUARE 1 OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN.NET CLEAR COL. COLUMN KIT. KITCHEN 5.5. STAINLESS STEEL 37. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.7(1)AND R602.7(2)OR AT THE MR OPENING OF 5.7 SQUARE FEET(5.0 S.F.IF LOCATED ON GRADE FLOOR),A MIN.NET FREE OPENING HEIGHT OF 24° CONC. CONCRETE JST. JOIST STD. STANDARD SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA.END SUPPORTED WITH PROPER-SIZED FRAING AND A MIN.NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44"ABV. CONST. CONSTRUCTION LAY LAVATORY STL. STEEL ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS THE'_CCR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS,TOOLS OR CONT. CONTINUOUS MATL. MATERIAL STOR. STORAGE 54E: .. ‘^‘,`\,\„_EDGE[IRC SEC.310] CPT. CARPET HE HEM-FIR STRUCT. STRUCTURAL 38. PLACE A VAPOR BARRIER OF TYVEK(OR EQUAL)OVER ALL EXTERIOR WALLS[IRC SEC.703.2] - G.T. CERAMIC TILE MAX. MAXIMUM SUSP. SUSPENDED ATTIC ACCESS TO BE MINIMUM 27x30",BE READILY ACCESSIBLE AND MUST HAVE 30"UNOBSTRUCTED HEADROOM DIA. DIAMETER M.B. MACHINE BOLT T$G TONGUE$GROOVE 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT GORNE ABOVE[IRC SEC.807] D DRYER MECH. MECHANICAL TEMP. TEMPERED INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES[IRC SEC.602.3.2]. MNBLE DBL. DOUBLE MEMB. MEMBRANE THK. THICKNESS TOP-PLATE CONSTRUCTION 15 NOT TO BE USED ON THIS PROJECT . WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM 15 CREATED THE ENTIRE BUILDING DF DOUGLAS FIR MICRO. MICROWAVE T.O. TOP OF MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND D.F. DRINKING FOUNTAIN MIN. MINIMUM TV TELEVISION 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY DN. DOWN MTL. METAL TYP. TYPICAL OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40%OF A SINGLE FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL DR. DOOR N.I.G. NOT IN CONTRACT U.N.O. UNLESS NOTED STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF DTL. DETAIL N.T.S. NOT TO SCALE OTHERWISE GREATER THAN 40%OF THE STUD WIDTH,THE EDGE OF THE HOLE 15 NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE NFPA 72[IRC SEC.314] OW DISHWASHER O.C. ON CENTER V.T.O. VENT TO OUTSIDE STUD AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A GUT OR NOTCH[IRC FIGURES R602.6(1)$R602.6(2)1 DRWG. DRAWING ODWH ON-DEMAND WATER VERT. VERTICAL TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50%OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE 11/7 -. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE EA. EACH HEATER VEST. VESTIBULE IN WIDTH INSTALLED PER IRC FIGURE R602.6.1 SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES EL. ELEVATION O.F.C.I. OWNER TO FURNISH, VIN. VINYL EXCEPTIONS: ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES[IRC SEC.315] ELEC. ELECTRICAL CONTRACTOR INSTALL W WASHER A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50%OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED ELEV. ELEVATOR OH. OVERHANG W/ WITH EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE PORCHES,BALCONIES,RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR GRADE ENG'R ENGINEERING) O.H. OVERHEAD WC WATER CLOSET BORED BELOW SHALL HAVE GUARDS NOT LESS THAN 36"IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN EQ. EQUAL OPNG. OPENING WD. WOOD STUART LOWER LEVEL B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS _ 30'ABV THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34"IN HEIGHT MEASURED ABOVE THE EQUIP. EQUIPMENT OPT. OPTIONAL WDW. WINDOW [IRC SEC.602.6] NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW EXP..JT. EXPANSION JOINT PH PHONE W/O WITHOUT PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1"OF THE EDGE OF MY STUD A SPHERE 4'IN DIAMETER TO PASS[IRC SEC.312.1] EXIST. EXISTING PIC PICTURE(FIXED WDW.) WP WATERPROOF EXT. EXTERIOR P.L.P.CONC. POURED-IN-PLACE W.W.F. WELDED WIRE 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)NC'TO INSTALL 1/7 GYPSUM WALLBOARD(MIN.)AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8"TYPE-X ED. FLOOR DRAIN CONCRETE FABRIC FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE[IRC SEC.302.11 j GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE FIN. FINISH P.LAM PLASTIC LAMINATE XO SLIDER(WINDOW) GENERAL NOTES INSTALL FIRE BLOCKING AT I [IRC SEC.302.6]NOTE SELF-CLOSING HARDWARE REQ'D BY CODE F.F. FINISHED FLOOR PLAS. PLASTIC A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES$PARALLEL ROW OF STUDS OR STAGGERED-STUDS A5 FOLLOWS: . THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- a. VERTICALLY AT THE CEILING AND FLOOR LEVELS WAY[IRC SEC.309.1]. AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325[IRC SEC. b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET; 309A] B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; BATHTUB MD SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARE JOB NO.: STUART- LL CO2 C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN; MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 72"ABOVE THE DESIGNED: L G D. AT OPENINGS AROUND VENTS,PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO FLOOR[IRC SEC.307] RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION; c DRAWN: M B E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES,FIRE BLOCKING MUST BE A MIN.OF 1"THICK AND SUPPORTED ON METAL '. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIRE- 1. DATE: 5/8/18 STRIPS OR METAL LATH; MENTS OF IRC CHAPTERS 13 THROUGH 20$CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL1. F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQ'D AT THE LINE OF DWELLING SEPARATION BE ELEVATED SO THAT PILOTS,BURNERS,HEATING ELEMENTS AND SWITCHES ARE MIN.18"ABOVE GARAGE SLAB. STRAP j SHEET HWT TO WALL[IRC SEG.M1307.3],PROVIDE OVERFLOW PAN$PIPING AND INSTALL TEMPERATURE$PRESSURE RELIEF A_7. 42. FIELD-CUT NOTCHES,ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- VALVE(W/PIPE TO EXTERIOR TERMINATION)PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS 4 . ANCE WITH AWPA M4[IRC SEC.3171.1] WA Pf MI•• SI S IIS OS SIIIIIII SI LANDED GENTRY HOMES AND COMMUNITIES X _ C ELECTRICAL PLAN KEY g � ;T1 X I� O O WALL SCONCE RECESSED CAN � - CEILING FIXTURE 4_ EYEBALL CAN [\K_ _ ��5D SMOKE DETECTOR ram- - €rt �Eii[I6 ". ., Lr - - - - - - - i,€€ t€ E i; E„r; I'€ S S— - 0 �} EXHAUST FAN/EXHAUST FAN W/LIGHT t 50 CFM (MIN.) ;€� LIGHT SWITCH _ -� N/TEL ,� �� + '.FAN I ® al 3 3 WAY LIGHT SWITCH '{:i - _____, ... { / / z; O Sa 4 WAY LIGHT SWITCH S , ( IP I I I (, I ivw ,r & 01? rvrtEL IT TIMER SWITCH E� WALL OUTLET 120 VOLTS / /� 50 CFM _ 220 VOLT OUTLET(DRYER&OVEN PLUG) Kgym:_ i' (MIN.) � ' ttEXH.FAN U WATER PROOF GROUND FAULT € , INTERRUPTER OUTLET 120 VOLTS I = TV ELp I /� \ GROUND FAULT INTERRUPTER �eSD � � - 5D �� GFl "so \ OUTLET 120 VOLTS.02 3 p _ _ TELEVISION,TELEPHONE - �V cot �� AND INTERNET MODULE N TEL L7 "�5D `�E-iwr a ri. c PULL CHAIN LIGHT @� FURN.' 2 N ATTIC DEDICATED 6FI . _cn �* - L J TO FREEZER (� i WALL MOUNTED LIGHT TvhEL HARDWIRE OUTLET a ��.E � � I O a t. NOTE: II NOTE: {� S III ALL GARAGE OUTLETS HANGING }` SMOKE DETECTOR(SD)0 SI,110V INTERCONNECTED S �1 TO BE 48"A.F.F.U.N.O. FIXTURE I F w BELOW WITH BATTERY BACKUP �' et i I d so,�� 3 m �tni I TO GARBAGE " — J v I DISPOSAL TO A, , 11 ~ im \ UPPER a — —FLOOR . �BANGE�vIt e= ° I L. , - _ _ 100 CFM MICRO/ — t —thi, _ � i HOOD ABOVE 1 _ _: ) 4_ ( E • I) m T REF- GI 0 Q s! ELECT. o _ I at CLG. ___})_--- l ON� TOilli 50 CFM(MIN) FOR OPT. N�LN — Aso MICRD, il EXH.FAN MEDIA(TYP.) 3'-0' Ir O .4 1 L (OPT.) I / , a - I Inj I 0 i P,, l I HANGIN I I — FIXTURE I C 50 GFM14. CRAWL SPACE _ iji I 3 IY50 GFM (MIN.) J q { (MIN.) ErThEXH.FANq EXH.FAN 1 it ' - - _el '11 o a , Fl III Ida e a I �;. ICI I IdI•i ' ' _: 11 I \_______________ __Y 0311 ;ICI IigiI LOWER FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN NOTE: SCALE: 1/4 = ' .7 SCALE: 1/4" = 1'-0" EXCEPT FOR EXHAUST FANS and SMOKE DETECTORS,FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY(VERIFY ALL FIXTURE TYPES and LOCATIONS with OWNER). EXHAUST FANS TO COMPLY with 2015 IRC M1503. FAN NOISE NOT TO STUART LOWER LEVEL EXCEED 1.5 SONES at 0.1 INCHES WATER GAUGE. EXHAUST'FANS TO BE VENTED TO OUTSIDE AIR TYP.VERIFY ANY ADDITIONAL LIGHTING,A�OR COMPUTER WIRING REQUIREMENTS with OWNER and/or BUILDER INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINARIES. ELECTRICAL PLAN EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR COSTAL 2 LIGHTING and PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES. JOB NO.: STUART- LL CO2 DESIGNED: L G DRAWN: M B DATE: 5/8/18 SHEET E - 1 . 1 WA