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-2017-0312 1502 Latitude Circle
i 3. �l - x j a Erosion Control Notes for Residential Construction-City of Anacortes n j � ti333 Si F I - A. Erosion Control Best Management Practices shall be in place per the Iaccepted site plan prior to any construction start. B. The erosion control shall be inspected once a day and modified to meet the �` I surrounding conditions as needed. 411111111111111111111111111111111111. S. II LOT 8 j C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage systems shall be cleaned to the acceptance of the City of Anacortes prior to jacceptance of the project. LANDED GENTRY ID. Stabilized construction entrances and roads shall be installed at the _ beginning of construction and maintained during the duration of the project. HOMES AND COMMUNITIES IIIj ' - - .. Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enter onto City streets. I ` I A B RRE Vl A TED EGA DESCRIPTION: ) E. Any soils exposed that w ll not be disturbed for two(2)days during the wet ,. 28sIP r LJ Ik season or seven(7)days i• ry seaso II be Immediately stabilized GENERAL ly 1 D ��� ' LOT 0 I with the approved ES methods(seeding, mulch; plastic covering,etc. NOTES I LOT 9, 48 NORTH PLAT & POD, SECTION 22, TOWNSHIP 35 g' p , } -- a._ $ F. Two(2)weeks pd. to the beginning of the wet seaso (October 1},all ° - I NORTH RANGE 1 EAST, W.M. CITY OF ANACOR TES SKAGI T I disturbed areas hall be reviewed to identify which ones n be seeded in OWNER: -- --I ," ' ' ' preparation f• the winter rains. Disturbed areas shall be s ded within one LANDED GENTRY I I COUNTY STATE OF WASHI NG TON, A.F. 201705020028. 1)week of a beginning of the wet season.A sketch ..:. hose areas • t _- - be seeded :nd those areas td.remain uncover-. all be sub i itted to the BURLWGTON, WA xe I I p Project M-nager. The Project N)anager fan -quire seeding in dditional 98�33 ,., areas in . der to protect surface:waters .djacent properties or rainage INLET PROTECTION \1 j I - �- ��� facilities. 1— 360)-755-9021 EXIST. SANITARY PROPOSED PERIMETER G. Penalties for an Erosion Control yi• •tiop are subject to a$300 t $1000 fine BUILDING: j PER C220, BLOCK & 21a.a SEWER LINE under Ch.pter 17.66 Penalties .r V Iapon. Each day is censi erect a SILT FENCING TYP PER differentv.lation. GRAVEL FILTER TYPE I EXIST ( ) LOWER LEVEL AREA— 1,346 SF j GRADE - BMP G233 PROP0 ED PERIMETER UPPER LEVEL AREA— 896 SF I SILT FE CING (TYP) PER TOTAL LIVING AREA— 2,242 SF I 20100 100.00' BMP C23 GARAGE — 652 SF r42.00' INLET PROTECTION 218 SITE 38.00 EXI••T TYPICAL l x x��.x.�.x�x��x.�x.��.�x x x��x.�v�x GRADE ZONING: EXIST. SD ---x—x--x—x—x—x—x_x_x�x._x_x.......x_.x _.x�x�x_x,x_. x_x._x.�x_x_.x —x_. x_x_x _x.�x�x_.x._ R2 — RESIDENTIAL LOW DINSITY CONNECTIOfJI FILTER TYPE I ! I • (LOT 9) "y I EX ST. SS _ I �� .� EX NECTION PROPOSED 4" DIA. '�x� x��x��x.�x�.x.�x�.x��x I SANITARY SEWER SETBACKS: I (LiT9) G�` ALL SETBACKS IN COMPLIANCE w I o SS �\ �Q LOT FINE WITH CITY GUIDLINES SD 5 PROPOSED4"SCH `\ Iq +.�,: . ° .,� �OPR4IPOSED PERIMETER SIDEYARDS MIN 5; 15' COMBINED 01 I .�II �� _The EPNC� �} f�� 40 PVC DRAIN LINE *� CO STRUCTION FENCE REAR YARD MIN 30' �9ti I � � ��� 6.00' ! S PE BMP C103 FRONT YARD MIN 10, 20' GARAGE x ..x �� 0P'_- �1 EXISTING / •� wir. �� _ _ --__ Sp HEIGHT, STORMDRAINISTING I W I �� I ",Cif PLAC CONSTRUCTION PROPOSED:UNDER X. ALLOWED: S 411IJ I LINE (TYPICAL) I ,� I �1 I — ® W I FEN ING AROUND EXISTING U I I i Z i TRE: AT DRIP LINE PLUS 6'. PARKING: �N GARAGE, 3 IN DRIVEWAY° I I SOILTOCKPILE i G� I .... %/ LQCATON 0 0et° W Q I o. I (COVER WITHI I PLAStIC DURING COVERED �4SG I L D T COVERAGE W I I ; STORiM EVEN) N O : I I N PATIO t ozi �`� I BUILDING AREA: ES I I Z 2,298 S.F I I ' I LOT AREA: I— a I I _ I 7,500 S.F. ' PLACE SILT FENCING ON I I PERCENT COVERAGE II DOWN STREAM SIDE OF I I 2,298 / 7,500 = 30.6 ' STOCK PILE, PER BMP C233 I - - LOT 27 � G� PORCH _ MAXIMUM ALLOWED: 3Z5% ��� PROPOSED PI RiMPETPERR / o I SOS I/IO COVERAGE OT 9 i IMPERVIOUS DD 1/ SILT FENCING ( ) 6� 4 BUILDING 2,036 S.F. i BMP C233 ( STEPS/WALKWAY. 58 S.F. ig i I PORCH: 133 S.F. a PAT70: 153 S.F. WEST 20' h DRIVEWAY. 953 S.F. 3 i \ TOTAL 2,953 S.F. 1.11/4 o I LOT AREA: 1 FRONV YARD I GARI GE i EAST ' REAR LOT LINE 8 BU/L ING BUILDING ¶BACK L/NE30.00' PLAs E CONSTRUCTION PERCENT COVERAGE. „ RIGHT-OF-WAY LIN^ SETBA K LINE "� FENt ING AROUND EXISTING 2,953 / 7,500 = 39.49 I °' I TRE AT DRIP P , S6"� N i PROPOI ED 4' SCHN � ��. MAXIMUM ALLOWED: 48.09 40 PVCDRAIN LINE I I esi I WEST 10 ! DRIVEWAY I a� �� II— i o � I FRONT YARD I1 I fOC _ I i °�wz i �t l o r _ I BUILDING ► ,� �_ SETBACK o a 1 —�� �� GARAGE O tU 0 n.fN- a f I I LINE >L75° ¢ Q I d �� a i I Z m wQ TEMPORAltY CONSTRUCTION — I� ENTRANC PER BMP C105 I 1 / ; Ao m LOT LINE i O � � j W (SIZE TO F�T) �_ i I - i • ♦♦ 0 ,�� � W I Z a.9 O z � I I o ♦♦ ��rZ'fi �� �� CONCRETE 1 I ♦ cp ♦ v�G �O o :LC: i I o I CURB&GUTTER ♦♦ 40`'� o I g 6 GRAPHIC SCALE 12 — w0 3 I ♦ ti o W a. I ♦♦ 5 • I cc a an d r9 I - - D �. ---- m Q Q v�i v=i ( • a 9) Poa� I c) 200' so 22.00' ( IN FEET j q3 ai 007 is0 16.00' 00 p T FENCE Hor2z. Scale: 1 Inch = 6 Feet — - �'�.x�x��x�.x� ��x�x�x�x�.x��x x�x�x�x x��x��x��x�.z>-�x��x��x. ��x•�x��x��x..�x+�.x��x�.z��x�.,x�x�•x�.x��x x�.x+x��x x—��x��x�x�x�x��x x�x�x�.x��x�x��x�x�x�x��x��x� PROPOSED PERIMETER e CONSTRUCTION 22o.a PER BMP C103 \ WM EXIST I LOT LINE \— PROPOSED 4"SCH 48 NORTH (Lot 10) GRADE I 40 PVC DRAIN LINE CAMPBELL (DINING PLUS 2') SD:` I PROPOSED PERIMETER 2191 SSMH ea 20.00' EXIST I 42 �p� CONSTRUCTION FENCE GRADE 3—CAR GARAGE RIGHT _ . -_- MP1 j r S9 CO3 38.00' 100.00' PROPOSED PERIMETER EROSION CONTROL PLAN \ci I CONSTRUCTION FENCEPER BMP C103 LOT 9 LOT 10 1502 LATITUDE CIRCLE E ANACORTES, WA LOT 26 j I ! f),Itc .i ` I � JOB NO: PLAT OF "48 NORTH" I I I € DESIGNED: LG I `•� I DRAWN: I DATE: 07/14/2017 I I SHEET 1 of 2 I Imo• 411111111111111111 CMS SIMS IIIIIIIIIIIS 011111111111111111111111111111 LANDED GENTRY HOMES AND COMMUNITIES �r . `I A `;` C . Y ,CA • "I, w it t 2., . T4,� ..,..... .. • lop ill '1 , • -,•:,<ihic: AN �'` c3 A _ ) ;b ;x as °» ;t• li<g g•y .0._.1: .... . .yo, dq�� " .e. - _.. ) .:tip .. " .. " " .. m �. .-..e a v"P m`4:d""ese°.ePePe eavd. ' 3° .i : a"e'9 :1ee92 ""°.eB" .3 e" m.Sar" 6 s X v11":::;:."1.°7';''''...:E1"; .e Sa"`.:°"'e°'o m"'"'`b "3 ,,.}aaya`a.xm°eP.A "dtv raiCx Y. mer.ay e d. .HI wM "> "<8. a; .a y " ^Li; wqu n�sa }o:w,,e"""." & ... Ei; .. ... .. e v"v e .. . .rav"' ... . .'s ., 8..... sux•:.:11.!,':. izs4xa�e°a+•& <£:.x at.° fz� .z•... .� ::8)'111;22:: m .. .... e . f.. ..q, .. - ..?fi..y i.: �' .^,;d%,4.. ^as.% .. w: a �"s.scx...' -« R 'ta ':.. .k ro-r "x' °�'r".�n ...m...xx. as ':. �asb?3 §°?;. >, % £ as,aov� �w"�:: ... `•a'�v% .s .:, _ .. �`.��' ;^ -'Av. -. , r <, kin ..w:0. :.5. .',•,.'- .d- - !. f x': 4 w , k .- .'� a . S ' H...4n 1v, Y h vf�'l t � r •.k. .:,eY`-�T + .. Sa mn • '.'e¢. $ off .. 6 . .'�.. •'-''; .l -,. ,T ^.,?R q. zt+ Vn "e* nr .�' _ • ... ..Sy .t>.z ti" .. 'li...:%. e . J:. Jkp: .Yt313S .S ' "1 ' ,Ci' .,x�- a' i � 6 ? L : `' [.,'711V,� : �. sq • o ayi^,,;y - .'q* �. s m. ,II v'di ;"r+xfi' 3^et:Luffix �1 34 -.re.<S-a:' :; .'1,- =.xn y"-'x t'a '.; ` .,.aa :"' ", "a".�d" .d?. . ' .i... . ;+. 1> .. . . :.. reA. e" „a."se? ,. � me4 ."ss', _a ae" ,, ... x S �r. §yIlitST :::. a""a ,: - �: .. a-. .;. a., ??y.. :i• e.. . -,. x.x�.q..i .. � ,; �. �` &r synk Jz axvxti i:° ar vs.` e a ''ll 5 �'x R�a ."'' •-;" - Y-_ -,'.. .. s t .,.�..- '�. - °� '. ' m aa%s;eA re�s ".a.. rd�". '� �,.qi: { �°4" f., e: � . tCt .".� a a'Y o K 4 • =.t ' _ - 7J lv5 - r e=e4a °,2""'r- ' 4ace�; b:6 ; .k 3 ffi h hNa.4n -`A„ ... � t,d� m "."E®9fl"e" ,.".�"m e ""e3-"bq Pam : --.. ` °"1. R. " ...e k `5 „a; 'mod^ 4 +.e. .� - a -+.."... . - "^-e'er - .. .: - .. ;.t >a '4er",W. 47 4:5Y }�gy� - s, . .. . ,t.yg s rs ✓^" "a. 9 �, q;tw,;v .:a, - . "°�^ - vn, �' .:;rd u'^t, u .;. e. y{§¢ ya" .: , 4 a} swa:,xaxes^aY.,,..;�a r x.. s ,, • :+' g "" "'*s `� .r.:. ..w, . . .. .. �_ x Y :-. ',l'.. ',' '' :, me e _evt °e a eeeP i Yu Y5 ›' ti A # .. X h _. j ' h"g• ry u�y'xm" rya+'1 Y S Dg n n •4 V5 - .� RY o � t TTt'< A LI a=. wrrf _ „ ( ' � \„,,j SITE LOCATION e f ��. m N ct , „ 1 ni , , ,.: , .., , , , , . , „. ,, , . , „ , ., , , „ , . ,,,, ,, ,„ ,,, I Z .. .., ,. ,, , . , , • p , , . „ , . , , „ . , ■ , GRAPHIC SCALE ANACORTES ,(� T 6 O 3 6 >2 AV11 1.J � I ES , WA ( IN FEET • Horiz. Scale: > Inch — 6 Feet s v 48 NORTH � �„ CA3--GAR GAMPBELL D RAGE RIGHT 2')G PLUS I- EROSION CONTROL PLAN Map data ©2017 Google 1000 ftis......,........„..„........, LOT 9 1502 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 9 (P133667) 1502 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" ANACORTES, WA DESIGNED: LG DRAWN: DATE: 07/14/2017 SHEET ^ O1 ^ t L L tlINIIIIIIND see MS 1 I 1 • I 11,4 ��w 141, I cm LOT LANDED GENTRY HOMES AND COMMUNITIES I l LOT 28 I I I GENERAL NOTES I I OWNER: LANDED GENTRY BURLINGTONN WA AVEN I I 98233 1—(360)-755-9021 EXIST, SANITARY I I j 214.4 SEWER LINE BUILDING: i EXIST �;. LOWER LEVEL AREA— 1,346 SF GRADE UPPER LEVEL AREA- 896 SF I I TOTAL LIVING AREA- 2,242 SF 20.i00' 100.00' GARAGE — 652 SF 42.00' SITE 38.00 TYPICAL EXIST, SD ZONING: I 7 CONNECTION R2 — RESIDENTIAL LOW DINSITY I / (LOT 9) EX T. SS 1 PROPOSED 4"DIA. Ca NECTION I / (LIT 9) SANITARY SEWER SETBACKS: I c SS. LOT LINE I p sDTrl" ♦ I PROPOSED 4"SCH ALL SETBACKS IN COMPLIANCE 9p ♦ cti ��S 40 PVC DRAIN LINE 218 1 WITH CITY GUIDLINES 5',ES SIDEYARDS MIN 5°, 15' COMBINED �o + �'�'a ! �' L�EPN EXIST REAR YARD MIN 30' �9ti •®®® 6.00' ' 5� GRADE FRONT YARD MIN 10', 20' GARAGE 0e 36.00' „ad�P EXISTING i(} .. _ S 0 HEIGHT: I P � STORMDRAIN ��► MAX. ALLOWED: 35' LINE (TYPICAL) ( = PLACE ONSTRUCTION PROPOSED:UNDER II Z FENCI ;G AROUND EXISTING PARKING: TREE DRIP LINE PLUS 6'. 3 IN GARAGE, 3 IN DRIVEWAY Wi �7 � � a of ° ; ( m ice �e n c ,% ��" I covERED N b U L 0 7 COVERAGE 0 od L �, PATIO ( Q BUILDING AREA: �'�"-ir ti Z r4 2,298 S.F. 0 O 4 � CC) 1��b LOT AREA: --� �7 I Z 7,500 S.F. ea � e\- � PERCENTOVERAGE CD (.(: -Th (81 2,298 7,500 = 30.69 LOT 27 , PORCH MAXIMUM ALLOWED: 37.59< e o e� • IMPERVIOUS COVERAGE 1 .._. N. �� BUILDING: 2,036 S.F. \ STEPS/WALKWAY. 58 S.F. Co 141.41tt_ I a - o PATIOH 153 S.F. WEST 20' 44 ^ DRIVEWAY. 573 S.F. TOTAL: 2,953 S.F. FRONT( YARD ro LOT AREA: 33 GARI GE EAST 30' REAR '! �50o s.F (g I PLA E CONSTRUCTION LOT LINE& 3. BUILpING I BUILDING SETBACK LINE30.00' FEN ING AROUND EXISTING PERCENT COVERAGE. RIGHT-OF-WAY LINE SETBACK LINE m TR:E AT DRIP LINE PLUS 6°. 2,953 / 7,500 = 39.49 �' MAXIMUM ALLOWED: 48.0% i o Ni a3.3 ,l' I I I WEST 10' } DRIVEWAY ii .,..,., I FRONT YARD I BUILDING o o Z SETBACK C) CL Q AGARAGE �O Z LINE coinl p v PROPOSED 4"SCH p m LOT LINE Z a 40 PVC DRAIN LINE ®♦�Do�� 11-0 ♦ C5 ♦ I I` ES GRAPHIC SCALE CONCRETE ♦♦♦ o 6 0 3 6 12 CURB&GUTTER ♦♦ j 1 � 4 ♦♦ m NI WM 9O O 2.00° ® � ®.e ♦ __�_ ____ __ _�_-- LN F (Lot9) apq� Lri _ smo�� 22.00' �Qisi A� 16.00' ----� 2.00' o Hartz. Scale: > Inch = 6 Feet I 6T O 220.8 T WM EXIST LOT LINE PROPOSED 4"SCHiti 48 a (Lot 10) GRADE 40 PVC DRAIN LINE NORTH Si I r , SD e sMH 2o.oD' EXIST CAMPBELL (DINING PLUS 2') 3-CAR GARAGE RIGHT 42.00' GRADE a _ _ ___ N 7 38.ao' W i bb f p LU Cl. Nt a Cr 2 z )1 2 t SITE PLAN �' : U LOT9 Vie. I LOT IC z uj , a 1502 LATITUDE CIRCLE a 0° > ANACORTES, WA LOT 26 i }� a O �� ,. 1.4 JOB No PLAT F "48 NORTH" 0 I I-- Z aJ o P 0 (`, w Q DESIGNED: LG E et " m DRAWN: ... 5 CI a. r vvl > '- a DATE: 07/14/2017 J 1 (� 1 mg cc-. Q ? SHEET 1 of 1 ic /� �I / 18'-51a" / IS'-5h" ," OD EOM FOUNDATION`{ NOTES . OTE : gsi" / IS'-O" '�4" �a 5�a" IS'-O" :pc,a A. - I. INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2" DIAMETER x 10" ANCHOR BOLT \ \ N NINIMINIo 4 3"x3"x1/4" PLATE WASHER e 4'-0" O.C. ATOP FOUNDATION WALL. MINIMUM 2 r O O © /� ii BOLTS PER PIECE MIN. 12" FROM END TYPICAL THROUGHOUT I I I z I I ( ii)sim, rI fI LANDED GENTRY 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING o LOW POINT FOR POSITIVE 056I J �11� IDRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED na I _2 - I �a M �n �a A_2 2 SI O \a 0. t I a m I A / HOMES AND COMMUNITIES FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE a Q' © c9 03 , �5' I? v m 0 -, 1 5,_8k4„ 71_0„ w 5'_8�„ r 5,_8 „ 7,_0, lit 5'-8 " - 3. 4x4 POST ON 90* FELT. USE 4x6 POST AT SEAM SPLICE. CONNECT POST TO /I - I/ /1 / BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). I 0 Q O I I 0 0 O I' NOTE: CONNECT POST TO FTG. W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND = DINATE WI MECH.&ELEC. CONTRACTORS \ II CO 1 1 FOR COOLOCATIO S&SIZES OF FOUNDATION/SLAB POSITIVELY CONNECTED TO CONC. FOOTING BELOW , \ \ `s v_ \ Q I I I' r , I I I - r , 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 I I'r I I =� -` - - = I !, I I 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS(VERIFY POUNDS PER SQUARE FOOT - j - h�I I il's._= _-�- J L J Q L W/BUILDER). 14 VENTS REQUIRED. VENTS TO BE O I I � � I - I _ q \j I I I `i- ® I'-4" x 8" CONC. FTG. W/ (2)*4 RESAR CONT. P L ,'" J L - _ _ I LOCATED WITHIN 2'-0"OF CORNERS(MIN.). OFT. 21�011 DINING EXTENSION � At i FLOOR JOISTS: © 6" CONC. FOUNDATION WALL WI REBAR PER R404.1.3.2 4 IRC TABLE II \',I• I 404.1.2(1) - 404.1.2(8) 4 *4 REBAR CONTINUOUS TOP I LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF L -I LI r J L - ENGINEERED I-JOISTS ARE USED, MANUFACTURER © SHALL VIDE AND T ENGINEERED 1'-6" x 11-6" x 8„ CONCRETE PAD FOOTING W/ 4x POST ON 90* FELT (OR EQ.) SCALE: 1/4 = II-0" °FT. �i 1_O 11 D IN I NG EXTEN I O O THE BUOILDING DEPARTMENT FOR APPROVAL GN �'} I� /\ �J PER NOTE *3 ABOVE PRIOR TO FABRICATION AND INSTALLATION. „ 3// 4s O / SCALE: 1/4" = I'-0" FLOOR SHEATHING: OD 3'-0" x 3'-0" x 8" CONC. PAD FIG. WI (4)*4 RESAR BOTH WAYS 12'-5 " 20-9/i ,I' 14-9 ye- / NOTE: ADD ONE ADDITIONAL 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND O 2'-9" x 2'-9" x 8" CONC. PAD FTC. WI (3)*4 REBAR BOTH WAYS IS'-6" / ' " / / 29-9 FOUNDATION VENT FOR THIS NAFIELL D.W/ AICE GRAIN PERPENDICOULAR TO SUPPORTS. OPTION (VERIFY LOCATION ® 3'-6" x 3'-6" x 10" CONC. PAD FTG. WI (4 '4 RESAR BOTH WAYS / r5�41 ill a" 5%' / W/ BUILDER) 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY I BENEATH ALL POST LOCATIONS AND BETWEEN UPPER ® 3'-2" x 3'-2" x 10" CONC. PAD FIG. W/ (4)*4 REBAR BOTH WAYS Q,t- ao c&x la L) O 1 S AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN \ _ I, I- To + - _ \ \ \ LOCATIONS. OH 4" CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONC. tIl I O Z O a '`/Y\I t/� I Vim!(mil 0f , 14 SUPPLIER). SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR(S) OPENING) 7�. 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR I � I r ^ ‘ BEARING LOCATIONS WHERE THERE IS A LOAD BEAR- V� I ' q� (M 1 1 c ( -I-- Old `"t ING WALL ABOVE. JO 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT I J 0_ d THROUGHOUT (VERIFY TYPE W/ CONC. SUPPLIER). SLOPE AWAY FROM STRUC- n =a I A122 SIM. =,d = �a n1 �_ ' 61_.�(7 �'ea 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE TURE I/4" PLF• TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH CO m I 0 1 m ro 1 V Y O TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT GRADE, MINIMUM 6" WIDE AT BASE - /I 5'.8�4" / l'-O" I © EXTERIOR WALLS. A-2.2 \ 06E O MIN. 14" x 14" CON(. PIER BELOW POST W/ SIMPSON CB66 (OR EQUAL). ALL 0 ®11- 44 0 © ® r ® _ , t/ 0 © 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. CONNECTORS TO BE HOT DIPPED GALVANIZED (OR EQ.) __N J L 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF -r - - 1 1 J 1 1 L © OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG *4 REBAR INTO CONC. SLAB -J' THE FIELD IN ACCORDANCE WITH AWPAM4. \ \ \ 1I �- tea_ S_ >r - --_-___ A \ V PRESSURE-TREATED WOOD SHALL BE TREATED IN FROM FOUNDATION WALL m 24" O.C. TYP. THICKEN SLAB EDGE (IF NECESSARY) ii 1 u_ m w FOUNDATION: OM POUR SLAB THROUGH DOOR OPENINGS TYPICAL -,I I FLOOR JOIST 5: OIL BR4CE P } O THESE DETAILS REFLECT A GENERAL HIGHER STANDARD WA_L ABOVE - YPICAL I - - - _J ' O r., I 1 - - l Q B THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE ® POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6 4 INSTALL *4 I I (SEE DEC. *2 BE OW 4 SI-T. A3.4) JI THE FOUNDATION AND REINFORCEMENT REQUIREMENTS I 0 ' FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE REBAR CONE - I I -i 41 1,800* (MIN.) C• -ACITY u_ 14 I I - ~ _J \ \ IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE O " „ ® 16" x 6" SCREENED FOUNDATION VENT (I SQ. F7. PER 150 SQ. F7. OF CRAWL- = A-2.2 O 6 s/_�HO_D-DOWi CD-•L. STUD 0 A (�,�1 1\1:4114"0)-i ;17° �_ J I DESIGNER. SPACE REQUIRES 14 VENTS MINIMUM) I I ry N /` ASV. TO FLOO- JOIST x I xi ! FASTENERS: SIMILAR O BELOW) (SE S EE7 A3.4) iI'-10 �a - I "' I � I \ METAL ELEMENTS(INCLUDING CONNECTORS)MUST O 24" x 18" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE " " " " " I / B/ =a I I I BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT 5 -'I5.O5-O5'-O 5'•O 5 O5 •O 5-O / 5'-l/' rrr 'r r © I I U1 WITH ACZA PRESSURE-TREATED MATERIALS(IRC SEC. ® CONC. STEP (DIMENSION PER PLAN) NOT TO EXCEED 1 3/4" HIGH (VERIFY ON- I 4x6 POST- 8iy I I m R319.3)-SEE 37/SP1 SITE) I��� rt , rt , rtc r1 - f rt , rt , rt -I rt , III I OPT. 11 � - -I ^',,� - - . - + � F - . - •I -�F - _ - + �-I - _ - + � . + - . - . �_ + . - .1� } - . - .I-� i. - . - - � I- - - - . ill I DOOR I 1 \ I L - J L J L - J L - J _ _ J L - J L J .y - J 1 _ _ _ I,II Ili i,. COTYP. Q Q --/3 NOTE: -COTYP. ti -_.r I O ^ I I -- ' 1-6,Th N N ti THIS HOLE-DOWN FOR 0 � I a H I , 4-2.2 l N N O 3•CAR GARAGE OPT, n 4k I ® F "`-, SiI O S C C I i/ 0 / i H ONLY __ _ I O n p I0 M Z O „_st 2-16d PLATE TO STUB t.A d O 0 2x10 HF*2 F OOR JOISTS a 16" O.C. TYPICAL + I ' P ? I I in Q Q q MINIMUM 24 IN.WOOD q / q cc g X N N II II �a O W Q • p STRUCTURAL PANEL 111 �UN 1 q (Q1J �' I o+ W I O w J E > Z Q Q J ch r - ,L- � f `� Q I . O CITY OF ANACORTES N I \ o 111 Q U a a s �� ORIENTATION OF STUD 0I O L. Q 5 Gl t, j MAY VARY AS ALT. I 5' l" 5'-0" 5'-0' S' O" Q v 5' 1 " / 1 ( 2 © i0 W III 1 Z w t 16d NAIL 12"o.c. 1 f X X X X A-2.2 I O U 9'� ( r @ Vr OPT. m tt Q a GYPSUM WALLBOARD I I I 2'•I�" i I 0 DOOR I I \ 1 II 0 CC NiV " O _ -. CORNER DETAIL I I;I I - rT , r ± , r ; , - r T - " ti - ' 1 Ili-_ . \- 1- ',9 - - + �I- - - F �-I- - • -I- 4S--1 I- - --� + - - � I I y I I I,R I Q ` C 1,1I� /I L - J L - J L - J L - _ - 1 B - Q OPT. NON-STRUCTURAL 1''1 1 O 3/4„ = 1'-0" 1 - I IIII O LL COTYP. ,1-6/ © I ,Il N 1 Vl I U z } w m FILLER PANEL i OF )' O 0 L 4x8 HF*2 FLOOR &UPPOR- BEAM (MIN.) TY1P, u in - - Q w �• O 5/16"-1/2" CONTINOUS WOOD -i -; (fil 1 L J J N > U Z r�� 6d COMMON (SUBFLOOR,WALL) STRUCTURAL PANEL I I ti u O I 1 I I C. Li 0 w Z 8d COMMON NAIL(ROOF) BRACED WALL LINE I \ \ a w d ������ EDGE SPACING 6"o.c. L . , I O O04 ��� ® 9 a ¢ 4 vfi vzi ALT STUD INTERMEDIATE SUPPORT 12"o.c. O I 4--- J 1 I I I l j - ' T \ „ J I UI I a 00* (MIN.) / 0 0 \ 4,200* (MIN.) I / /12/ Q- 1 •9 APAGITY- // A 2 2 CAPACITY -1 -�� ADDITIONAL FRAMING FULL HEIGHT BLOCKING I1 HOLD-DOWN �J CONTINUOUS RIM JOIST I OLD-DOWN „ „ „ 1p. ?rger`� U 1:.4 MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG I I //5 8-3 �'-4 � BRACED WALL PANEL BRACED WALL PANEL - - 'i' 1 1 L r o I , 10' o" JUN 1 4.2011 \ \ \ =-. _ _ �c cA C J L L - L - - L - - L2 - L - L - - - -'- -'- - -', I I CITYOFANACORTES y ° i3it 0 1 O O O L - -�- ,O 0 ° 3rd CAR GARAGE OPT.Q Si 9 I It in A-2.2 !di_ r - - - -� r - ( r _ Oii, L J 3 I I +` + TOE NAIL 3-8d BLOCKING \ W bi- `� O- _ A-2.2 T II O \ SCALE: 1/4" = I'-0" 8d @ 6"o.c.ALONG 8d @ 6'o.c.ALONG 4 Q O W I,800* (MIN.) CAPACITY = STEP L (I 1 O 1 al NAILS AT EACH _ CAMPBELL BRACED WALL PANEL BRACED WALL PANEL MEMBER c' O HOLD-DOWN r+ \ 1 � L _- 'c^1_ r\ �� _� `9\ \ wa\ / 11'-7Fs" (VERIFY) 1 3'-10�" / Q 14'-294" ' l'-3i4" / 0 0 A BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL /' / j,8�4" 15'-6%a" 8�4" , / 5'-6" / 4,200* (MIN.) CAPACITY HOLD-DOWN 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH 6'i 16'-6" / 5'-0" /�" / 6' j 11'h"/ / 20'-2"16'-3" j'-I I "/ FOUNDATION PLAN BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER / 21' / 2x FLOOR JOIST MAX. CLEARSPANS 6" 4" _ 4a_o„ LI(p\ L/480, SIMPLE SPAN, 40*LL, SO* 7L 1 ' I P ' IL / / � J h '" FOUNDATION �LAN JOIST TYPE 2x10 HF*2 12" O.G• SPACING 15'-2 (.38 DEFL.) 14," O.C, SPACING 13-Z I/2 (-33 DEFL..) JOB NO: DESIGNED: CAMPBELL 1 ^ I ' '� LG DRAWN: BJ Jul SCALE: 1/4" = II-0" 2x10 DF-L*2 15'-II I/2" (,38" DEL.) 141-0 1/2" (.31" DEFL.) DATE: 6/08/2017 CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING 2x12 HF*2 17'-il I/2" (.41" DEFL.) 15'-8 1/2" (.33" DEFL.) SHEET MEMBER DIRECTLY BELOW @ 16"o.c.ALONG BUILDER TO VERIFY ALL DIMENSIONS, CON6TRUCTION TO BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL CONNECTION COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, A 2 1 2x12 DF-L*2 18'-8 (.41 DEFL.) 16 4 (•30 DEFL.) �_ WHEN PARALLEL TO FLOOR/CEILING FRAMING 2015 UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE _ � 3/4" = 1'-0" LOCAL, STATE 4 FEDERAL CODES. WA a a a • 4 no Mai SEE FOUNDATION PLAN FOR �• GRADE NOTE: IIIIIIIII JOIST SIZE AND LOCATIONS SIDING PER ELEVATION �4 1/2"GWB �� 3/4"T&G SHEATHING GLUE �. SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 3/4"T&G SHEATHING-GLUE& &NAIL TO FLOOR JOISTS 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. 2x10 RIM JOIST �� NAIL TO FLOOR JOISTS P.T.2x6 MUD SILL IIIIMIIMMIll 2x6 P.T.SILL _.4-..__. 1/2"EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 1/2"GWBLANDED 5 ` ) O C ) ` ) s ) ` ) ( 5/8"x10"ANCHOR BOLT, EMBEDDED 7" INTOItatil 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS AT R-21 BATT 2x6 BOTTOM PLATE L A N D E D GENTRY \ U U / \ I I \ \ CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" GRAVEL BED DOOR SOLE WIDTH YF GLARCAE \ ���JJJLL8111 l JJ5 J AND 12"FROM BOARD 3"x 3"x 1/4" DOOR SO DRIVEWAY SLAB CAN 2x6 STUD WALL P.T.2x6 SILL CONT. \ AND FROM B. MIN.(2)ENDSA.B WITH PER BOARD �:�Ir --) SLOPE RUN INTO SPACE HOMES AND COMMUNITIES 1/2"EXPASION BOARD o r e IRC SEC. R403.1.6.1 • II _ 4"CONCRETE SLAB ON 2" I I SLOPE GARAGE SLAB (1)#4 BAR CONT.AT TOP 12" ter u> w 8"MIN./12"W/FOUNDATION VENTS �. . • CONTINUOUS FOR POSITIVE Z GRAVEL BED • —III—III—III— DRAINAGE AWAY FROM , A 4 • ••• Ill —� STRUCTURE 6 \ FINAL GRADE P a • 6"CONC. FOUNDATION > 1/8"PLF MIN. SLOPE—� III I I I- I I- ° °" :oov0000"o"pov000v0000,o"vov000p000v0000- UP TO 4'-6"HIGH W/ GRADE IIIgaleigThalinnillaillat _ #4 REBAR 48"O.C. HORIZ. _ _ _ III— —I I ' _Z _ r —  REBAR @ 48"O.C.VERT. N :c I — 4"RIGID TIGHTLINE DOWNSPOUT DRAIN 6-MIL BLACK VAPOR °D NOTE: DETAIL IS DRAWN @ HIGH : s >> : ? Z SEE GRADI I I—IIIN — Z (VERIFY WI BUILDER)TIE TO STORM BARRIER ° POINT OF SLAB 1 I—IIIIII=III I I=III= NOTE -I 1/2"x 10"ANCHOR BOLT SEWER UNLESS NOTED OTHERWISE °. j BELOW /A '� — I—IIIII I_I II—III—I I HI o l I I , SEE DETAIL 1 • I I FILTER •FABRIC ° . I — i FILL TO BE GRANULAR MATERIAL G•o a���, o a I- -e—j •'., _ ��� • a 1-e a I a ` I- .:- = '_. IIII=IIIIII ap� oo o o- o MATERIAL COMPACTED D TO 95/o �� SEE DETAIL 1 FOR y COMPACTED TO 95% o ° 'o m A=^A ' I SEE DETAIL 1 FOR \ • 6-MIL BLACK VAPOR • , 8 4"PERFORATED FOOTING FOUNDATION CALL-OUTS O \ e DRAIN,W/12"MIN. OF / ► • ► =r�� \BARRIER i �� DRAIN ROCK COVER,TIE D '�. �� i4 FOUNDATION CALL-OUTS SEE DETAIL 1 FOR `� I TO STORM SEWER "- __�' FOUNDATION CALL-OUTS 16"WIDE x 8"DEEP CONC FOOTING W/(2)#4 REBAR I 3"CLEAR TYP. GARAGE WA L L CONT. X5" 1 6" 15" I GARAGE/RESIDENCE ® GARAGE O. H . DOOR U 3/4" = 1'-0" • FOUNDATION DETAIL XX WHEN 3/4" = 1'-0" 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS 3/4" = 1'-0" U JOISTS BEAR ON FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/H PIPING 3/4"T&G PLYWOOD OR OSB SHEATHING `2x P.T.SILL-MODIFY TO SLS 1 (VERIFY W/BUILDER) MATCH FOUNDATION WALL C J\ SEE FOUNDATION PLAN FOR ►1 THICKNESS FLOOR JOISTS(SEE PLAN) JOIST SIZE AND LOCATION 3/4"T&G SHEATHING-GLUE& ►1 5/8"x10"ANCHOR BOLTS, EMBEDDED 7"INTO Pal." R-30 INSULATION2x6 SILL PLATE CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" 4x BEAM PER PLANFLOOR SHEATHING NAIL TO SUPPORTING MEMBERS \ \ AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" SEE FOUNDATION PLAN FOR ° #4 REBAR CONT. AT TOP ,al 1x4x12(MIN.)GUSSET BOTH SIDES 2x SOLE PLATE ar PLT.WASHER MIN. (2)A.B.'S PER BOARD m JOIST SIZE AND LOCATION ' ao �� - [IRC SEC. R403.1.6.1] _ . 4x BEAM PER PLAN L575 a — SPLICE POST P.) POST @ BEAM \ GRADE SIMPSON CS16 TYP.) 4x4 POST SPACED PER PLAN N W S PERPENDICULAR JOIST II W(4)16d NAILS @ BASE BLOCK OUT FOR re \ t I - - 4"RIGID TIGHTLINE 90#FELT ? APPLICATION: FLOOR N FOUNDATION STEM WALL it ,tt TOP FLANGE HANGER `-I DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP FAU DUCTS HOP DIPPED GALV. • —I i z TIE TO STORM SEWER LST12 ROOF SHINGLE TAB. FLANGE HANGER- Z \ 6"CONC. FOUNDATION °"< I I- FILTER FABRIC °". \ 1/2"ANCHOR BOLT @ 72"O.C.W/ PROVIDE P.T.2x6 'A ' \ (MAX. HGT.OF 4'-6")WI 0 \ I NUT AND 3"x3"x1/4"PLT.WASHER BLOCK UNDER HANGER - FOOTING #4 REBAR @ 48"O • .C. HORIZ. r 4"PERFORATED FOOTING ' e ' �-a0 L' 16" 8" I  REBAR @ 48"O.C.VERT. '.. gQ + - aoA PARALLEL JOIST APPLICATION: DRAIN,W/12"MIN. OF (2�t4 REBAR HORIZ. (TYPICAL) / / 6-MIL BLACK VAPOR is DRAIN ROCK COVER,TIE e a ' 54"MAX (NOT SHOWN) 0 \ \ \ BARRIER TO STORM SEWER / / SPACE FIRST FLOOR JOIST MIN 12"OFF NI \ o PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. 16"WIDE x 8"DEEP CONC. \ (2)#4 REBAR BOTH WAYS / / FOOTING W/(2)#4 REBAR 3"CLEAR PER CLAN CONT. / 5" / 6" / 5" / I UTILITY BLOCK O U T TYPICAL FOOTING (7) CONT. FOOTING DETAIL GARAGE SIDE ELEVATION DOES NOT APPLY IF JOISTS 6 3/4" = 1'-0" 3/4 = 1 -0 (TYPICAL) NOTE- BEAR ON FAPP WALL. © FOUNDATION DETAIL WHEN 3/4" = 1'-0 JOISTS DROPPED DOWNie ' lliai itaF K amo' _sae SIDING PIERELEVANG 1/2" T 7/16"S OVER CONCRETE OR MASONRY BLOCK FOUNDATION I` t ABU66 alalliegis \ 1".4A.1 GALVANIZED FLASHING - EXTENT OF HEADER(TWO BRACED WALL PANELS)P.T.2x LEDGER W/(2)SIMPSONWITH DOUBLE PORTAL FRAMES R SDS1/4"x3"HDG@12"O.C. s Ili (1/8"PILOT HOLE MAX.) EXTENT OF HEADER(ONE BRACED WALL PANEL) c SIMPSON HANGER TYPICAL N-QG a!' C9W IIa / WITH SINGLE PORTAL FRAME // � _� coo 0 o c 1 f o 0 0 0 0 .�•1`IIII�� (2)MIN. HOEDOWN OR TENSION o 0 0 0 0 0 c o 0 0 0 0 Zo ijlTllilljl� I',� ,` ' (SIMPSON/DDTOR EQ)OCATED WALL o ° ° ° PONY _ MIN. 100E LB TENSION STRAP GRADE GRADE ° f PER TABLE R602.10.6.4(ON \ II 24"MN. FROM EA.END OF DECK HEIGHT1 ° ° o o ►;� Z PER R507.2.4 c o OPPOSITE SIDE OF SHEATHING) p o 0 0 0 0 0 4 p o 0 0 0 co GRADE P.T.JOIST SEE FRAMING PLAN / o o 0 0 0 0 I o 0 0 0 0 IT-7 rill — 0 0 0 0 o a MIN.3"X 11-1/4"NET HEADER J 0 0 0 0 0 0 \ I o 0 0 0 0 0 (STEEL HEADER PROHIBITED) o 0 0 0 0 o f-SHEATHING FILLER IF NEEDED -I I I- 0 0 0 0..„c c o 0 0 0 0 "ERPLA 16"x16"x8"CONC. FTG. I o0 0 0 0 o co S o ono W/(2)#4 REBAR EA.WAY KI • o 0 0 0 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR CO 0 0 - Q, o° o GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN c o 0 0 FASTEN TOP PLATE TO 0 0 o CO 0 00 HEADER W/TWO ROWS 7 COLUMN DETAILID gam::: 12' °° °° °° OF @310.CITYPCALILS / TOTAL WALL o0 oc CO 00 HEIGHT MINIMUM 100E LB HEADER-TO-JACK-STUD STRAP - LEDGER DETAIL 00 °° PER TABLE R602.10.6.4 BOTH SIDES OF OPENING °° °° 0 0 0 o ON OPPOSITE SIDE OF SHEATHING o 0 0 0 WOOD STRUCTURAL PANEL MUST • 00) DECK o 0 0 0 0 0 0 0 BE CONTINUOUS FROM TOP OF 3/4" = 1'-0" o 0 ... 0 0 0 o WALL TO BOTTOM OF WALL,OR MIN. DOUBLE 2x4 FRAMING COVERED W/MIN.3/8" THICK 0. on WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON °o 0 0 FROM TOP OF WALL TO PERMITTED SPLICE AREA 0 0 0 o OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING � o 0 0 0 SHEATHING 1/2"OR 7/16" °° o 0 0 °° (STUDS, BLOCKING&SILLS)TYPICAL °° o 0 0 000 0 SIDING PER ELEVATIONS 10' 0 0 0 0 -y 0 0 - 0 0 0 0 0 0 o MAX.I o 0 c..›.,.___,FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE o 0 0 0 , )11. /If 1 111111.4 I GALVANIZEDFLASHINGHEIGHTNAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL o 00 o HEIGHT. ONE ROW OF 3 IN.O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. 0 00 0 oc �a — o0 00 o c ,c/ 2'TO 18'(FINISHED WIDTH)OF OPENING / 0 0 0 o CAMPBELL q i FOR SINGLE OR DOUBLE PORTAL TYPICAL PORTAL FRAME o c °cy 000 o' CONSTRUCTION 4 CONC. PATIO SLAB PER °° MIN. LENGTH OF PANEL PER TABLE R602.10.50000 �lTllililllll141 ��oFDN PLAN ON SHEET A-2.10 c (16"MIN ONE-STORY;24"MIN TWO-STORY) DIN. 1,00E LBHOLD- o° °°DOWN DEVICE MIN. DOUBLE 2x4 a COMPACTED STRUCTURAL MIN. (2)4,200 LB. STRAP-TYPE HOLD-DOWNSEMBEDDED INTO o 0 0oFULL-LENGTH KING . CONCRETE AND II p o c EMBEDDED INTO CONCRETE AND NAILED o 0 0 o STUDS PER TABLE px, - FILL BELOW 6-MIL VAPOR INTO FRAMING NAILED INTO FRAMING R502.5(1)&(2) RETARDER ° �° °° 00 FOUNDATION DETAILS 4 I III—_ °c o 0 FULL-LENGTH KING STUD NO.OF JACK STUDS PER o 0 0 OPTIONAL 8"LONG#4 REBAR °` °c f (MIN. NUMBER OF STUDS TABLE R502.5(1&2) S. 0 0 0 0 3/8"MIN.THICKNESS WOOD I_III EMBED 3" INTO FDN. @ 24"O.C. 0° 1 °° SHOWN) o o o o .0-- STRUCTURAL PANEL II (VERIFY W/BUILDER) / / - 0 0 0 o o K �o o ° o o SHEATHING 1 — — — JOB NO: CAMPBELL JEI4 .itigl"."(:- 1 DESIGNED: LG SIDE ELEVATION DRAWN: SD/JR/BJ W/2x2x3/16 x \ MIN 1 ANCHOR BOLT PER R602.10.6.2 FOUNDATION PER CODE 4 PORTAL DFERAMELATE WIA (PFH ) TH HOLD DOWNS PFH SHER DATE: 6/08/2017 \ D SHEET PATIO/FLOOR DETAIL 7 \ /` 12 /1 1 1 3/4" = 1'-0" 1/2" = 1'-0" AIM 2 ■ 2 WA I a_a S i IS 11 FLOOR FLAN NOTES • 111 .11 - ale 1, ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED It SEE ELECTRICAL PLAN ON SHEET E-I,I FOR LOCATIONS 48'-O" OTHERWISE (U.N.O,), VERIFY DIMENSIONS SHOWN ON 4 SIZES OF EXHAUST FANS. LOCATIONS 4 SIZES REQ'D / / LANDED GENTRY PLANS, DO NOT SCALE OFF DRAWINGS TO COMPLY W/ THE WASHINGTON STATE VENTILATION 4 / 18'-2" 5'-11" / 4'-O " / 13'-1%4" A) 5'-9" / INDOOR AIR QUALITY CODE 4 IRC M1501,4 ARE AS 4'-34" 4'-I06" 4'-11y5" 3'-I1%" 3'-514" 3'-4h" 3'-4h" 3'_54" HOMES AND COMMUNITIES 2, FRAME EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 9 16" O.C. FOLLOWS: / / / / / / / / / TYPICAL KITCHEN: 100 CFM RANGE HOOD (MIN.) / IS'-5%4" 29'-6t" LAUNDRY: 50 CFM (80 CFM RECOMMENDED) / S 1rS H I k_ ead J 3, FRAME INTERIOR WALLS W/ 104 5/8" 2x4 STUDS A I6" O.C. BATHROOMS: 50 CFM (80 CFM RECOMMENDED) / ell) 11- 74 18'-0" e 24a" W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL U.N.O. NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. (0 II I "" (3/y�I t'_ '�4It Iyq�i °� ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS I 1 S01 I( 4, FRAME GARAGE/HOUSE WALL AND GARAGE EXTERIOR IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF \ QC WALLS W/ 2x6 STUDS e 16" O.C. (VERIFY HEIGHT OF WALL ALL ELECTRICAL FIXTURES WI OWNER AND/OR BUILDER = Pr ii� \ � k� y ON-SITE PER AS-BUILT FOUNDATION) `" I 1 , 18, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL- I I 5 I/8x9 GLB I I P.T. C POST rr I- •NDS-e 5. VERIFY PLUMBING FIXTURE LOCATIONS ON-SITE, VERIFY SPACES/ATTICS TO THE EQUIVALENT RATING OF THE I IN 24F-V4 DF/DF NI (2 TYPICAL) �j d1 - 57�^ u (2.5" MIN. BRG.) wl �r�P I JOIST PLACEMENT SELOW FOR PROPER PIPE CLEAR- INSULATED FLOOR, WALL OR CEILING THROUGH WHICH = I1 a 3L ANCES THEY PENETRATE I Q' IP COVERED 01 1 6xl2 DF-L*2 OR p ' / 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. 19. MOUNT HWT ON PLATFORM IS" ABOVE GARAGE SLAB r 1.0 PATIO 5)I I 5 I/Sx10 1/2 GLIB / w. 11 I PER IRC SECTION MI301,3, STRAP HWT TO WALL PER IS'-O" x 8'-5" 1 I I 24F-V4 DF/DF /-p j 1"--1 f'\ I 1, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N.O. IRC SECTION M13O1.2, PROVIDE OVERFLOW PAN AND I (4" MIN. BRG,)� ' r 3060 SH PIPING PER IRC CHAPTER 28. INSTALL T 4 P VALVE I 3060 SH (TEMP.) I 1 (3)3050 SH \ \ \ �I_ S I rS 8. UNLESS NOTED OTHERWISE ON FLR, PLAN INSTALL 4x6 AND PIPE TO EXTERIOR TERMINATION, INSTALL A \ \ \ \ I I I I:�� Iahalli ®III �l HF*2 HEADER IN 2x6 EXTERIOR WALLS ASV. DOORS 4 VACUUM RELIEF DEVICE PER MFR. INSTRUCTIONS PER 60610 SGD (TEMP.) W/ - SEE NOTE *14 = ' PANTRY LINEN O as 5'-O" 0. T 6010 TRANSOM ASV. -, r WINDOWS W/ R-I0 (MIN.) INSUL. INTERIOR SIDE OF UPC 504.E ill HEADER. INSTALL 4x6 HF*2 HEADER IN 2x4 EXTERIOR m - 3 1/Sx9 GLB 24F-V4 DF/DF SOAKING p \ WALLS (IF APPLICABLE) ABV. DOORS 4 WINDOWS U.N,O. 20. WHOLE-HOUSE VENTILATION PER NOTE *26. WHOLE-HOUSE rI, \/ \/ - \/ 36% " in _ TUB W BEAMS 4 HEADERS TO HAVE 1 1/2" MIN, SEARING TYP, FAN LOCATED IN LAUNDRY ROOM (VERIFY W/ BUILDER) \ II p 60" BI-FOLD \ BI-FOLD y� 2' 8° U.N.O. (BEAMS SHOWN ARE MINIMUM REQ'D OR BETTER. C O _ 9'-9 I/2" 3'-4 1/2" 3'-9y4" 2'-W 9* 41-0/te SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO `t .4i;1 / X } X q as DISCRETION) BE COVERED W/ 5/8" TYPE-X GWB AND PROVIDED W/ in DINING ROOM H ���/ll WEATHER STRIPPING GASKET (MIN.) _- ~ 9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW \ 11'-8" x 9'-8" - ENDS OF GIRDER TRUSS ABV, W/ ROOF FRAMING PLAN 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION _ 3 r d } w d 1 `9 COfA "v ON SHEET A-4.1 AIR DUCT W/ MIN. 6 SQ. IN. SIZE AND PROVIDE READILY in 4 l, �p ri OPERABLE DAMPER. INSTALL GAS FIREPLACE W/ CLR, z p % I 2'-8 MASTER BEDROOM Ill 01 I IGITCI-IEN G. Co- � 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR 4 COMBUSTION AIR PER MANUFACTURER'S RECOMMEN- 0 fK z0 N 13'-5" x Il'-2" N it-a" x 10'-O O b fK 1 TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE DATIONS AND PER CODE III I I Q1 CABINETS, ETC., BTWN. STUDS, COORDINATE W/ SLDR./ ( I II • O �- Q1 1' Li • �\ \ OWNER FOR LOCATIONS 23. INSTALL I/2" MIN. FIBERGLASS-FACED GWB BACKER AT O I +- .Q Q1 WALK-IN `� O TUB/SHWR. SURROUND Q4 I I I (K1 W �r 1 I I .O = s, I CLOSETL t II. INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT v z JI * `' y GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, 24, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MINIMUM 30" a N e- Q I = -\ \ a p I II O in al _ " 4 5/8" TYPE-X GLUE?) e GARAGE CEILING TYPICAL (WI A CLEARANCE TO FRAMING ASV. USE PLYWOOD DAMS a W u- I I I; N1 �" S SCREWING PATTERN OF 6" O.C. ON EDGES AND IN FIELD TO CONTROL CEILING INSULATION 9 OPNG. EDGES - (il r+ ; I O 5'�x 0 et WHERE LIVING SPACE OCCURS ABOVE) 9 co J ; Q C 'U . m 25. PROVIDE PARTICLE WARD UNDERLAYMENT AT VINYL m \ 0 II xt 4 I I I` `, W I I 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY WI SELF- AREAS. COORDINATE THICKNESS WI OTHER FLOOR = W 1 I j \ \ CLOSING HARDWARE FINISHES TO PROVIDE SMOOTH 4 LEVEL TRANSITIONS N '" _ - O \ \ \ GAS ', SEE NOTE *1'3 - 3'�" c"�vp Al 13. REQ'D DECK/PATIO RAILINGS TO COMPLY WITH IRC 26, TO COMPLY W/ 2015 WSEC SECTION R406.2, THIS HOUSE URN • PER / �2 6 (/i *f (OPT, cm\ b CH I Owv' v SECTION 312 IF DECK/PATIO SURFACE IS 30" OR MORE (2,163 SQ. FT.) IL NEED 3,5 FOLLOWING ORGY CREDITS. HAVE BEEN O �0 7n * 2'-11 AIIRO�z° 4'____-2" STOR. 305,3 �� 13'-11" A ' 7 I 5'-3I's" Iva.. ABOVE FINISH GRADE WITHIN 36" MEASURED HORIZON- ACHIEVE THIS, THE LLct IS x 24" CRAWL- TALLY AT THE OPEN SIDE (VERIFY ON-SITE) SELECTED FROM TABLE 406.2: t \ p II _ S_t R_ 36" VANITY 1a� OPT, la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE, S O _ n SPACE ACCESS _ * GUEST PWDR. S 14. EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL SEE NOTE *15 FOR INSULATION VALUES, \ -\ 0'1 'a Z W -SEE NOTE *I1 HEIGHT TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ OPT. 2c (L5 CREDITS): AIR LEAKAGE CONTROL 4 U E In ROOM N 1 WDW, SUPPLIER AND/OR MANUFACTURER) EFFICIENT VENTILATION. REDUCE THE TESTED AIR .Q E � / .; LEAKAGE TO 1,5 AIR CHANGES PER HOUR MAX, BALL =yv O 0 LIVING ROOM = 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE WHOLE HOUSE VENTILATION REQUIREMENTS AS DETER- m o !L fK in =C �" _ Irl 1 th Q 16'-O x 14'-O .9 3i 9�ii 6 4ii 2'-8 6, n: ENERGY CODE AND IRC CHAPTER II IS AS FOLLOWS: MINED PER IRC SECTION M1501.3 SHALL BE MET W/ A T. w / lSEE FLOG -3S HEAT RECOVERY VENTILATION SYSTEM WI MIN, SENSIBLE N x @ in FURR DN. I _ * I .0 WALLS: R-21 (R-10 MIN.-0 HEADERS, TYP.) HEAT RECOVERY EFFICIENCY OF 0.55. WHOLE HOUSE N. E 121EI in INR-49 ( -38 IF INSUL. DEPTH IS MAINTAINED FAN LOCATION IN LAUNDRY ROOM (VERIFY W/ BUILDER). \ _ \ z l7 CLG. TO 8-O - 2 CAR GARAGE _ ' CEILING: R \i' N TO OUTSIDE FACE OF EXT. WALL) OPT. 3a MO CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT, - u_ 4 ENTRY ` 9' 1" x 21' S" st w DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. USE GAS FIRED FURNACE W/ AFUE 94%. - ^�-,tO I 4x6 POST T B o1 s" O - N EXEMPT PER R402.3,4) OPT, 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL = O WINDOWS: U=.2S0 MAX. (UP TO 15 S.F. EXEMPT PER SHOWER HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED v ail O ' m AT 1,15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS 01 SEE NOTE *5 (TYPICAL) -4 e GLAZING: 415,5 S.F. = 18,5% OF FLOOR AREA SHALL BE RATED g LO GPM OR LESS. \ \ \ \ FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY 1 (3)3060 SH 71 I LAUND' - W/ BUILDER) " FI O REFER TO 2015 WSEC CHAPTER 4 RESIDENTIAL ENERGY Q EFFICIENCY AND IRC CHAPTER II FOR VERIFICATION OF I Iz PORCH �I I _ 6'-O x 1 \91_I 6x8 THESE VALUES \9 O RAILING PER BUILDER ►51 I_ HF*2 Y ICI I� (COASTAL 2 ELEVATION - \ -I = 3040 SH 16'-0" x 1'-0" OVERHEAD GARAGE DOOR 16. MIN, REQ'MENT FOR ATTIC VENTILATION IS AS FOLLOWS _, ONLY - SEE NOTE *13) 1. / _ O 4x12 HF*2 (MN,) ENTIRE LENGTH OF WALL (CALCULATED g I/300th OF ATTIC AREA PER RS06,2 \ \ ►'� I_ _ 1 J _\I "N I 1M N N N / EXCEPTION 2): L r _ COASTAL 1: P.T. 6x6 POST WRAPPED PER SLDR. c - I - - t - 3 I V.T.O. (0 CRAWL L 4x6 CEDAR ARBOR BEAM MINIMUM REQUIRED: 911.65 SQ. IN. (WI 16" x 16" MASTIC-APPLIED STONE e 2%." 15'-61" 2�/a"// SPACE OR THROUGH (FOR COASTAL 2 ELEV. ONLY) (3-CAR GAR.: 1,011,28 SQ. IN.) COLUMN BELOW FOR COASTAL 2 ROOF (VERIFY U.. BLDR.) ACTUAL PROVIDED: 1,453,55 SQ, IN, ELEV. ONLY). TYPICAL (3) PLACES 16'-0" / 5'-6" / (3-CAR GAR.: 1,655.80 SQ. IN.) „ VENTED BLOCKING: 433.55 SQ. IN. (46 fl 9,425 SQ. IN. 5'-14 / 3'-4h / 3-4/a / 4'-111 /2'-5 t / 2-3" / EA.) 16'-91a" 4'-S " 3'-3" 3'-1" 2'-1" 16'-0" 2.-I" 3-CAR GAR: 521,80 SQ, IN. (56 9 / / / / / / / 9.425 SQ, IN. EA.) 21'-6" / 6'-4" / 20'-2" / RIDGE VENT: 1,020.00 SQ. IN. (85 L/F 9 12 SQ, 48'-O" / IN. PLF) 3-CAR GAR.: 1,128,00 SQ. IN (94 L/F m 12 SQ. IN, EA,) COASTAL 2: /( t J� MINIMUM REQUIRED: 911.68 SQ. IN, MAIN FLOOR FLAN GAR.: 1,011,28 SQ. IN.) ACTUAL PROVIDED: 1,333.55 SQ. IN. CAMPBELL (3-CAR GAR.: 1,511,15 SQ, IN.) SCALE: 1/4" = I'-O" 1,346 SQ. FT. VENTED BLOCKING: 433.55 SQ. IN. (46 • 9.425 SQ. IN. EA.) 3-CAR GAR: 521.80 SQ. IN. (56 9 2,242 SQUARE FEET TOTAL 9.425 SQ, IN, EA.) GARAGE: 433 S.F. RIDGE VENT: 900.00 SQ. IN. (15 L/F 9 12 SQ. FRONT PORCH: 118 S.F. PLAN IN, PLF) BACK PORCH: 144 S.F. MAIN FLOOR 3-CAR GAR.: 954.00 SQ, IN (82 L/F 9 12 SQ. IN, EA.) NOTE: FOR 2'-0" DINING EXTENSION, ADD 18.85 SQ, IN, OF BLKG (2 EA.) 4 24 SQ, IN, OF RIDGE VENT (2 L/F). JOB NO: CAMPBELL FOR 4'-0 DINING EXTENSION, ADD 31.10 SQ. IN, OF BLKG, (4 EA.) 4 48 SQ. IN OF RIDGE VENT (4 L/F), DESIGNED: LG DRAWN: JR/BJ DATE: 6/08/2017 SHEET A- 3 . 1 WA MDIMI SS S S Si LANDED GENTRY HOMES AND COMMUNITIES / IS-5h / / 4'-3/4" / 4'-111�" / 4'-II5" / 4'-314" / / 18'-5lt" / / 4'-314" / 4'-11tt" / 4'-11z" / 4'-SW' / L \ COVERED II II PATIO O I I I O 1o'-0" I I c0 18'-O" x 8' 0" I II COVERED II II II PATIO II O II II -co I I IS9 '-O" x 8'-O" c0 I i t . I I 3060 SIN 3060 SH I 't I \ \ l �r!I �t 4 , . , .. \ \ I I 60610 SW (TEMP.) W/ `` _r 3060 SH 3060 5H 60'0 TRANSOM ABY, 'I n O t '_; , m s�, :. .nn.. F _ _ _ __ al;! 60610 SGD (TEMP.) W/ O 3:l in i3'—O° 6010 TRANSOM ABY, \ _ i (OPT.) I _\ \ I a 'c I \ -... �coco OC DINING RO• ± 0_ DINING ROOM -en enI7'-a" x I3'-a" O rt, 8, x I I' 8 m -n m co "_- 3 GAR GARAGE 2 Po 1 34 I/2" HIGH 2x4 �- 34 1/2" HIGH 2x4 MI I N I WALL BELOW Q WALL BELOW - . j no h �. I - Itb ; M- I I I I I uiaIIIO b ' IS I V I I I I I„l l- zp _ I I Z, c I � I aOOO ; W aI a� 'o ' M� I l Ly 0 Sr I I a l Y I KITCHEN a I II I _O I a I KITCHEN En I I I .O - I ' IT,-S" x 1o'-O" ? 1I . M- 1 it-e" x lo'-o" di II II .O , �- . J I I O 1 -- I ': I IL I II — -a I I I 3 I I i= I I I 3 1v I 4x12HF•2 (MIN.) ENTIRE N I I p I P!!! N p I �J ,.W LENGTH OF WALL\-- O I II I � O I J l \ A - I i:., I T n .1 - I 'a I Si-0u x 1'-0�� OVERHEAD — V 9 \ V �� - - - \ \ GARAGE DOOR r J _J ,: \ 6 "// s'-o" / /I'-5t5" 10'-0" / / 1 f OPT. 21-0" DINING EXTENSION •PT. 41-0 " DINING EXTENSION 3rd CAR GARAGE OPTION SCALE: I/4" = I'-O" ADD 3T 5Q, FT, SCALE: 1/4" = 1'-O" ADD 15 SQ. FT, SCALE: I/4" = 1'-0" ADD 220 SQ, FT, U Se .. .; VSC CAMPBELL MAIN FLOOR PLAN OPTIONS I JOB NO: CAMPBELL I ,I, DESIGNED: LG DRAWN: JRBJ DATE: 6/08/2017 SHEET 1 / , , A- 3 . 2 WA SD ea alMI la all / 4s'-0" LANDED GENTRY / 18'-0" / 12'-0 -0" / 18' " / HOMES AND COMMUNITIES 14'-2" 3'-10" 6'-0" 6'-0" 3'-61 " 14'-54" / / / / / / / / 18'-51t" 29'-6 " / PORCH LINE BELOW I rg 0 II II II II I I I I V LLI I I II ZI I 9 I IS) 91 I I Io oI I 6x12 DP-L*2 OR I I 5 I/8x9 GLB I I 5 I/8x1O 1/2 GLB I I 24F-V4 DF/DF I I 24F-V4 DF/DF I I 4x6 DF-L"2 6x1O DF-L"2 (2.5" MN. BRCS.) ! ! (4" MIN. !ERG.) WALL LINE BELOW i I'I IIE!tll 1E6=9ICI I _ l I111��IM1�11' i'_I : n :1; ': '_iiz,1 I Nf4i . `. \ \ 4x6 HF"2 4x6 HF 2 - (H I I i Q O x 3030 SH (TEMP.) 9 _ GIRDER TRUSS PER TRUSS MFR. 4x6 HDR. ON EDGE LEI;ii' t""�!"!�!� liiill \ \ �p 6 93HEAPROO; / ur x n , 'U in 111 I 5-1 It .CV. IK n di _sI w - 61 41 2x12 J / 3 I 3`-5 ° il Y cD I - — r — 1L f. \i0 \ I-I U1- ILIA Q in z •`_ _ Q - - i _ — _ — ?L' _ — _ J f Ill _ z T I N - I al Zim - -- Q — 11 L - - - 2 6' 9" WALL MGT. N ti� ro W _ _ 0.UPPER r — o U — — J [IF m I �J u. L _ E FLaOR p p F 2)2x12 x = C. OJ` \ U 10 a — • ■� " � . a � � ■ V a i Z O 6 0_ 4x4-NF*2 .:, -i co L v J • Ql 2'-6 1 IJR W J Y L ' - — - 0 O v - �O -I . A R O 22" x 30" (MIN.) 'V ~ _ O - O - - - - - - - - J m q J I � z 3 O ATTIC ACCESS CNI W O a S U I z Q 3 (SEE NOTE 1124 _ �p �t * itLL O J = s - Q _ '�I BEDROOM 2 Y - - ,9 IL ` - - `F N Q X ON SHEET A3.11 I * ens _ Z U tom. ��.. -":,er'.uninnn"pf��;�.: = co - - - - _ _ oi : 0 O z _ \ I is-a" J w Q � _ co L _ — - - - - - - J Q v m0 G BEDROOM 3 m - - ( Oz • r Ow t Qin = F - _ - _ I 04 BED V 2)2x12 s ' F Q �� W - 13'-8 x 13'-0" - Q LL Z O Q z� O W X Q - — — - z ( - — - - — - — - N Y p v W N 4'-31'i" 3'L" 1'-8" 9'-II" 3'-3�" 3' 3Fz" 1'-1015" IT! 4 r LL l7 O cv Ill Ill (0 ' \ I4, <t N SEE NOTE 8 1- X / / / a / ow di \ _ ` - — — - — - — - — J (K v SHEET A3.1 (TYP.J \_ ry 0 1 ll 0 ` - - - - -it � Q- ' - - - - - J ci a -A" __ cv LOFT " 60 PASS y - i! a w .4 19'-I x I9'-4 �' s il - — - — — I _ — - — - J m v (OVERALL) i CLOSET O J - - - - _ - - - _ — _ - -- - I - - - - - -1 F 6'-9" WALLHG7. �\ SHELF6KOD N114 '' \ \ bJ J F(X 22" x 3O" (MIN.) ATTIC Q - - - - - I ' — _ — w ACCESS PANEL W/ ill J IY SHLVS. OR DOOR - - - - - - - - - - - I _ _I 'U (4 TYP. - VERIFY L _ — _ — _ — _ — LOCATION) ro J I t 4x6 HDR. ON EDGE Ni `0 L _ i _ — _ v (TYP. EA WDW.) 6'-9 1/2" HEADROOM 4 i �1 °I4.I I,'... I "V LSJ a ''- il1' 11 1-1 II \ LI #1 II v \ I 4x6 HF■2 (TYP. EA. WDW.) 4x6 HF112 (FLR?JST"2 WALL LINE BELOW (4)3040 SH II I Icr �I I 1 1= -xI I Q Q I 10 -I 6x6 HFc12 (MIN.' I I z I �4 I I I GIRDER TRUSS PER TRUSS MFR. -_ \ .51 I 14) H 4x6 HF112 ® J S ' WALL LINE BELOW \ \ \ 4x12 HP02 (MIN.) PORCH LINE BELOW 4'-1114" 3'-41xs" 3'-41." 3'-4 2" 4'-IIr4" 6'-Ia" 1'-lO1Fs" / / / / / / / / 14'-0" 20'-0" 14'-0" / / / / UPPER FLOOR FRAMING FLAN / 48 n / SCALE: I/4" = I'-J" I PLAN NOTE: ONLY BEARING WALL° BELOW SHOWN UPPER FLOOR r SCALE: I/4" = 1'-0" See SQ. Ft. r CAMPBELL " t , UPPER FLOOR PLAN & UPPER FLOOR FRAMING PLAN JOB NO: CAMPBELL I DESIGNED: LG DRAWN: JR, BJ DATE: 6/08/2017 SHEET A3 • 3 WA a en - WIND CALCULATIONS: IRC CABLE R602,10,3(2) FOOTNOTES II II II �/ I MIMI NUMBERED WALL LINES LETTERED WALL LINES II I V _ itg, EXPOSURE CATEGORY 1.0 1,0 -r, ROOF EAVE-TO-RIDGE HEIGHT 1,16 1,16 12'-54" 12' II"� 2' eke I I 11'-1 1/4" PANEL S-WSP CS-WSP i .I ICI ICI I LANDED D E D GENTRY (TO OPNG.) WALL HEIGHT 1,0 1.0 \ \ ICS-WSP Q1? i 94" ' II'-1 1/4" PANEL HOMES AND COMMUNITIES (TO OPNG.) _el <t ":1- NUMBER OF BRACED WALL LINES 1.45 1,45 1 r1M1111111... ..11r1------1111'11C5-WSP CS-WSP I cs-wsP WIND FACTOR TOTAL 1.45 1.45 `� II - - - - - - - - - - - - (4>_ - . - _ - - - - - - - - - - - - - w Z Q Iil BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R6O2) .4-1 \/ �V/ 4 w A �/ (p� Y I� m z w ... BRACED BRACING BRACED REM) BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED @ �0 OFT. 21�OII 0 OFT. 41 0" WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ1D WALL PROVIDED 0 - INDICATOR TABLE R6O2.IO.4 SPACING R602.10.31U TOTAL TOTAL DOWNS * ' �I�+ *I 1 PFH 22'-0" 3.30' 1.45 N/A N/A 4.19' 12.00' • a) DINING EXTENSION IO� `► m w Cry I I `N I I `tG EXTENSION ION I O i- Q 2 CS-WSP 34'-0" 5,10' 1,45 N/A N/A 1.40' tab' - Z Z SCALE: 1/4" = I'-O" - - W WO _ p 4 0. "'I SCALE: 1/4" = I'-0" 3 WSP/GB 22'-0" 1.00' 1.45 N/A N/A 10.15' 29.85' 0 0. o , 4 CS-WSP 341-0" 5.10' 1.45 N/A N/A 1.40' 25.33' A o A CS-WSP 25'-0" 3.15' 1.45 N/A N/A 5.44' 21.13' u u A (OPT. I 5a'-o" 2'-O" EXT, CS-WSP 251-0" 3.15' 1.45 N/A N/A 5.44' 23,13' I I I - 2* A (OPT. I I I 4a'-o" 1 10'-O" 1 CS-WSP 25'-0" 3.15' 1.45 N/A N/A 5.44' 25.13' 1 I 4'-0" EXT. I I , k 25'-O" I 23'-0" B WSP/GB 25'-0" 1.15' 1,45 N/A N/A 11.24' 12.83' 112 12'-11" I 14' 4 " 9-g" S-2y4" X I '-94" Ia / / I I / / C CS-WSP 23'-0" 3.45' 1.45 N/A N/A 5.00' 8.13' I I SEE NOTE *S I I (12" HIGH I I 0 CS-WSP 33'-0" 4.95' 1.45 N/A N/A 1.18' 18.15' 4 IGS-WSP OPNG.) - - - CS-WSP j GS-WSP -„1/4_ _sr -� - -�. I_�� . - ii IF=- I \ - 11 ID I I ( • USE CONTRIBUTING LENGTH SHOWN IN TABLE R602.10.5 N CO \ 0- -till SEISMIC CALCULATIONS: IRC TABLE R602,10,3(4) z G ( \ ADJUSTMENTS O O V les I s STORY HEIGHT 1.0 NOTE: - Z n ' DESIGN WALL HEIGHT FOR BRACED N I- p , WALL DEAD LOAD 1.0 I WALL CALCULATIONS 9 TYPICAL I N 1 I- 0 I co p ROOF/CEILING DEAD LOAD 1.0 1,800* (MIN.) CAPACITY HOLDDOWN I ro O * m STONE/MASONRY IN SDC DQ D2 N/A DEL. STUDS TO FLOOR JOIST BELOWK----- 0- a CRIPPLE WALL N/A 'T 41 \ c 0 HI = SEISMIC FACTOR TOTAL 1.0 - * "w 1 O NI - 9 ' : - I NY • I-I WSP al BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION RJO2) o \ - 01 \ \ \ 1- till O eo BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ` ACTUAL THIS ROOM = 619 SQ. FT, 0I.W - ..... . - - - - . .. - - - N N - ... ... .. WALL LINE METHOD: LINE (B .L.) RATIO TABLE FACTOR: RATIO TABLE REQ'D (AFTER BRACED WALL a -. _ - �I - -\ - at... INDICATOR TABLE R6O2.IO.4 TOTAL LENGTH R602.IO.3(3) TABLE R602.10.3(2) R602.IO.3(4) ADJUSTMENTS) PROVIDED \ _ IQI ' GB F = _ = = a" \ 9 0- 0I 3-0 O 1 PFH 36'-6" 6.12' 1.0 1.0 6.12' 12.00' • O U) I (OPT.) In ' O N 0 I 2 CS-WSP 21'-6" 3.66' 1,4 1.0 5.12' 1.SS \ _ m I/ 2' 9" / 19'-8�i" (9'-10 I/4"J / 10'-O" if \ O 3 WSP/GB 30'-2" 9.05' 1,0 1.0 9.05' 2925' r, N 4 CS-WSP 48'-0" ale,' 1.4 1.0 11.42' 25.33' CS-WSP 34'-0" 5.18' 1.0 1.0 5.18' 21.13' = 0_ --�\ - - AN = A (OPT, O 3 I I O „ CS-WSP 361-0" 6.12' 1.0 1,0 6.12' 23.13' 0 I 21-0 EXT. A (OPT. n' THIS AREA: 653 SQ. FT. 4'-0" EXT. CS-WSP 38'-O" 6.46' 1.0 1.0 6.46 25.13' O I - ' 0- O 5 WSP/GB 38'-0" 11.40' 1.0 1.0 11.40' I 12.83' O N 1,500* (MIN.) CAP'Y HOLDDOWN- O C CS-WSP 16'-0" 2.12' 1.0 1.0 2.12' 8.13' N IL DEL. STUDS TO FDN. BELOW --- )1.:84" WIG al tn 0 CS-WSP 22'-0" 3.14' 1.3 1.0 4.86' 18.15' N d)v OPNG.) - e u? } 0 CS-WSP CS-IU�SP N I,000* (MIN.) CAPACITY • USE CONTRIBUTING LENGTH SHOWN IN TABLE R602.IO.5 TENSION STRAP HDR. --/RACED WALL NOTES 0_ 2,150* (MIN.) CAPACITY TO DEL. STUD BELOW Q� /� /� (� I -TENSION STRAP HDR, 4x12 (MIN.) HDR. : p t I TO DBL. STUD BELOW (SEE SHT. A3,1) 1, PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: N i \ \ METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS 6 1" SPACING AT PANEL EDGES INCLUDING p f'F� O TOP 4 BOTTOM PLATES 4 1" IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR 4x12 (MIN.) HDR, (SEE SHT. A3,U SCREW SIZE, SEE TABLE R602.3(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 \ \ \ PFH PF 1,000* (MIN.) 4,200* (MIN.) 2. PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS I CAPACITY CAPACITY CAMPBELL ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE 200* (MIN.) CAPACITY HOLD-DOWN HOLD-DOWN HOLD-DOWN R602.10.6.1 ALTERNATE BRACED WALL PANEL) 3' 1%a" / 9'-9" / 4'-34" / 3'-IOI4" / 3'-6" / /1'-(Ilan/ 16'-3" j'-11 "/ 8'-8" 4'I / / / 3. PER IRC SECTION R602,10,6,2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS 211-6" 16'-4" / 20'-2" / 10'-O" / METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602,10.6,2 (REFER TO FIGURE .1 R602,10.6,2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) I- 25'-0" 33'-0" , BRACED WALL PLAN 4. PER IRC SECTION R602.IO.4 CONTINUOUS SHEATHING BRACED WALL PANELS. x 50I-0II / 3-CAR GARAGE OPT. CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS, BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS J� 1 I I J� FLAN LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 1. PER IRC FIGURE R602.IO.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, BRAC W ED ALL FLAN SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL m CRAWLSPACE) W/ 16d NAIL 0 5" O.C. MAX. IF NO JOB NO: CAMPBELL JOIST BELOW INSTALL FULL-HEIGHT BLKG. 0 16" O.C. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK, NAIL SCALE: 1/4" = I'-O" DESIGNED: LG 5. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: BLOCK TO FLOOR JOISTS W/ (2)16d EA. END, IF FLOOR ABV, NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE METHOD CS-WSP: INSTALL MINIMUM 3/8" WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS 6 6" SPACING PANEL W/ Sd NAILS A 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV. NAIL EA, BLOCK TO TOP PLT. W/ (3)Sd NAILS DRAWN: JR EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 0 3" SPACING PANEL EDGES AND 6" SPACING 4 NAIL BLKG, TO JSTS. W/ (2)16d NAILS EA, END NOTE: DATE: 6/08/2017 FIELD WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES 8. PER IRC TABLE R602.IO.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS SHEET 6, PER IRC FIGURE R602.10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- FOLLOWS (9' WALL): FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, NAIL BOTTOM PLATE TO < = 12" OPENING: 21" MINIMUM PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ Sd NAILS TOENAILED • 6" O.G. TO 84" OPNG.: 32" MIN. PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) A3 . 4 DOUBLE PLATE BELOW (MAXIMUM SPACING) 96" OPNG. 41" MIN. PANEL WIDTH I WA OMB TRUSS NOTES : Z1 immimume en ENGINEERED ATTIC-FRAME TRUSSES e 24" OZ., CLIP ONE TRUSS FOR HIP ROOF, SPAN 38'-O" CLIPPED I TO 34'-0", NO TAILS (SEE TRUSS PROFILE THIS SHEET) I-O II �1 DINING EXTENSION * immon ilb 2. ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 38'-0" 056 OPT, 2, CLIPPED TO 34'-O", NO TAILS (SEE TRUSS PROFILE THIS SHEET) SCALE: 1/4" = I'-o" ow uJI I LANDED GENTRY 3. ENG'D GIRDER TRUSS, CLIP FOR HIP ROOF, SPAN 20'-2", NO TAILS W ()1 iiI HOMES AND COMMUNITIES NOTE: to 4. ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 38'-0„ FOR OPT. 4'-0" DINING EXTENSION,, NO TAILS (SEE TRUSS PROFILE THIS SHEET) ROOF FRAMING NOTES: ADD ONE MORE TRUSS "9 (SEE TRUSS � I � NOTES THIS SHT.). SEE BHT. A3.2 FOR 5. ENG'D ATTIC-FRAME TRUSSES 24" O.C., CLIP ONE TRUSS FOR NIP ROOF, SPAN 38'-0 , 12" TAIL ONE Q 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES OPT. 4'-0" DINING EXTENSION FUR. PLAN ° TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- END ONLY (SEE TRUSS PROFILE THIS SHEET) * i 1 TURER. PLAN AND PROFILES(IF APPLICABLE)ARE DS° _ SEE NOTE IS - ' DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS 6. ENG'D GABLE TRUSS, CLIP FOR HIP ROOF, SPAN 20'-2", 12" TAILS l'r l'L II l'r I l'r l'L l'I"'I l'L 'I'a!rflr N I I I 1 I 1111 1 PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. / 1. ENG'D TRUSSES A 24" O.G., CLIP GABLE TRUSS FOR HIP ROOF, SPAN 16'-0", 12" TAILS A GABLE TRUSS, N I 2x6 I Q11 I 2x6 I i SEE NOTE *12 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT N I I I I III i ENGINEERED DESIGN TO THE BUILDING DEPARTMENT OTHERWISE NO TAILS L'lc I 'UI I FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- I N 12x4 I QI 2x4 I ATION. 8. ENG'D MONO-TRUSSES s� 24" O.G., SPAN 3'-l1 I/2" (ATTACH WALL SWIG. BEFORE INTALLING TRUSSES), \ l _ < �L ' 12" TAIL (EXCEPT FOUR TRUSSES WI NO TAIL) 1fi N I to x1 I ��'{i r l� ° ` " """ 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED s I SEE NOTE *11 '�I `"I I �v s 1111 : OUT BY DESIGNER. 9. ENG'D TRUSSES 6 24" O.G., SPAN 18'-5 1/2", 16" TAILS (ADD ONE TRUSS FOR OPT. 2'-0" DINING EXTENSION, W WI _ N f 74' W 4 N Ul F ;E, 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS ADD TWO TRUSSES FOR OPT. 4'-0" DINING EXTENSION) )-4 1 Q N 1 i4� O TO BE SPECIFIED BY TRUSS MANUFACTURER. Z �1 Z �. Z i 10. 2xI2 DF-L*2 RAFTERS e 24" O.C. (.35" DEL.), BIRDSMOUTH FOR 18" TAIL (SEE BUILDING SECTION) 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED N 01 Q- EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE \ ii 1 H FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- II. STICK-FRAME OVERFRAMED AREAS AS SHOWN IF OVERFRAMING PACKAGE NOT PROVIDED BY I Q DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT TRUSS MANUFACTURER (VERIFY W/ BUILDER) 1 ° - UNSUPPORTED EDGES. DS° I N 2x8 I 2x8 / 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- 12. ENG'D. GIRDER TRUSS, SPAN 19'-3" (VERIFY THICKNESS OF TRUSS *2 t *4 TO DETERMINE SPAN), NO TAILS -nil, illiGikr lilr;. VII i , i Ilc. ,'MI! ' i':9i 110 qB 41I1L,„ 1:r :ii,,1iitialGli Ii.i.„!tsi,;:.:a,, ilG'1Hi;i' RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY ul N I I I LOCATIONS. (SEE TRUSS PROFILE) ;� l ' 1 I I Q I I I 10 i -EE NOTE *16 2x6 1 ([1 I 2x6 1 ' II / / WALL FRAMED OVER 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING 13. (2)2x12 DF-L"2 RAFTERS (BELOW DORMER RAKE WALL) LN Ul 1 , i WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR 10I lid Q GIRDER TRUSS VENTILATION. 14, FOR 3-CAR GARAGE OPTION ONLY: ENG'D TRUSSES 9 24" O.C., CLIP ONE TRUSS FOR HIP ROOF, t;i 4,C N 2x4 I Q I i 2 - 1 JL 'EM - U �, JL V' I T _ "" d , 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- SPAN 22'-0" 12" TAILS ' �iy4' N � I �N�ti if lL `41 ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH 15. FOR OPT. 2'-0" OR OPT.4'-0" DINING EXTENSION ONLY: ENG'D. GIRDER TRUSS, SPAN 18'-5 1/2", NO TAILS SEE NO'E *II N N `' 1 I / { - SE= END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) N I /p. TO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON { N i l ' . 16. ENG'D MONO-TRUSSES o 24" O.C., SPAN 4'-I" (VERIFY THICKNESS OF TRUSS *12 TO DETERMINE SPAN), 11 N I ft HANGERS. 12" TAIL (EXCEPT TWO TRUSSES W/ NO TAIL) ,i 1 9. PROVIDE ABUILT-UP OR SOLID WOOD COLUMN BENEATH J {I RAKE WALL FRAMED THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS RA E WALL FRA ED II ABOVE RAFTERS AND FLOOR BEAMS. r11 TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPEC'D. 4 LOCATED BY TRUSS ENGINEER AND/ Ilk€ AB VE RAFTER It OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS II' 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, PLAN W/ TRUSS ENGINEER AND/OR MANUFACTURER RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. a 11. PROVIDE CONTINUOUS RIDGE VENT. \� rl4 -LE V <t 12. SEE PLANS FOR HEADER SIZES. G LII W N 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS m } i O S E SEE O Q PANEL. SEE FLOOR PLANS FOR LOCATIONS. 9 Z NO *0 - `I NODD *10 Z __` O W a: 1TE 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. CO to 9 gipliqi,,y 19'-3"(VERIFY)/ / S K _ I15. ALL EXTERIOR COLUMNS TO BE PT. HF#2 MINIMUM UN- / Q w\�44 LESS NOTED OTHERWISE. Ns- ZTRUSS # 2 I RO I N F -Z RIDGE LME J JL J _ J J RIDGE LIME 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/I2 OR LESS r l t 1 7 l l l if r L WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 SCALE: I/4" = 1'-0" / 0 I I/8x22 1/2 GLB 24F-V4 DF/ F 0 y/ N PSF LIVE LOAD ON BOTTOM CHORD. s�Q {� o (2 MIN. =:EARING IF NOT HUNG FR M TRUSS) O '<G�, 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE SEE NOTE *I / "N� F. N TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING 4 SEE NOTE *I THEE NOTE *IC SEE NOTE *5 4 __ SEE NOTE *14 COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE eri. t TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- ING OF METAL PLATE-CONNECTED WOOD TRUSSES i. !r 12 8� \l I RAKE WALL FRAMED RIDSE LINE N v RAKE WALL FRAMED ABOVE GIRDER TRUSS N, l N I ABOVE GIRDER TRUSS �/ N C Sj�N r� 7 x>/ I N -CO I, in xxsF/ 2x4 12x4 N N N . U �� N V 2x • 0 COLLAR TIES/CLG. JSTS. .4P I I �� SEE NOTE *11 \ i 0 N<' m 44" O.C. 0 DORMERS (TYP.) / I 4 I I N N `9 4 / (� 2x4 01 2x4 I N1- m -Q, ?j1� vvi 2x4 2x4 N<i • m l -1 a\ I 0' > \lp/ A ti, I N - 61\ Iq im it _,'1 2x6 I 01 I 2x6 I C `- / / \ Z - I P II ,� �� IYI F �-BEARING WALL cv / -\ •NSN �I N �L �� - W v U11 �� $j1 2x8 04 1 1 2x8 1 I N N N N F O N SEE NOTE *8 vvi i 0 QI N +q) Q 1 1 1 1 N Z -1 •_ ry e 1 1 1 1 N • / 12'-6" / 13'-0" / 8'-6" / / u1 A 'wnwad,PI,^ J,L J,L J,,,I,L / J, JL J,L J,L J,L J,L -FIlm,I / / 34'-0° / N yN��/ Ny/�<i DS°/ / SEE NOTE *3� SHIP LINE \` SEE NOTE *6 ° DS° �N'/ N'1� 1i4MMIS 641Lfi1 ', Yid" 41d:, DS I ' 1t•li Q TRUSS *1 4 *2 PROFILE N - / - SCALE: 1/4" = II-0" _5" (MIN.) BARGE EXTENSION TYPICAL 51 END OF GUTTER SEE NOTE *1 - - - - ROOF FRAMING PLAN GARAGE OPT. z SCALE: I/4" = II-0" SCALE: 1/4" = II-0" �°12 V Se 8 CAMPBELL RAFTER a, 2411 O.G. SPACING 25 PSF LIVESPANS LOAD 35* PSF TOTAL LOAD _ ROOF FRAMING PLAN Co RAFTER MAXIMUM ALLOWABLE SPAN PER ROOF PITCH COASTAL 2 = \ (GIRDER TRUSS *3 SIZE 3:12 4:12 5:12 6:12 1:12 8:12 9:12 10:12 11:12 12:12 --Va 11 2x4 HF*2 5'-4" i - r BEARING WALL 2x6 HF"2 8' 4" 8'-3 is„ JOB No: CAMPBELL 15 DESIGNED: LG 2x8 DF-L*2 II'-3„ II'-2„ III-I" Il-0„ 10-11„ 10'-10„ ID'-9„ 10'-8„ „ DRAWN: JR 11-0"/ / 12'-6„ / 13'-0„ / 12'-5�a / 1'-1 1/16" / / 2x10 DF-L*2 13'-9" is- 13'-8" 13'-1" 13'-6" 13'-5" 13'-4" 13'-2" 13'-I" 13'-O" DATE: 6/09/2017 / 31'-I IYa" / n n , u u , „ u , u u „ SHEET TRUSS `4 4 *5 PROFILE ARBOR END-GUT DETAIL 2x12 DF-L*2 15'-10 0.- 15'-9 15-8 15'-1 15-6 15'-4 15-3 15'-I 15'-O SCALE: I/4" = II-0" SCALE: 3/4" = II-O'I • IF OVERFRAMING NOT PROVIDED BY TRUSS MANUFACTURER. USE RIDGE BOARD ONE SIZE A4 ■ BIGGER THAN LARGEST RAFTER WA s•SI Sli NIS flIO WS a 2 a ia8 ENGINEERED ATTIC-FRAME TRUSSES Unlit?a LANDED GENTRY 1�‘� 9 24" O.C. PER ROOF FRAMING PLAN HOMES AND COMMUNITIES iio 5/8" 7YPE-X GYP. BD. 1/2" CDX PLYWOOD OR 1/16" OSB82x OVERFRAMING PER SHEATHING (VERIFY WI BUILDER)CEILING TYPICAL77ROOF FRAMING PLAN TYPICAL ROOF SHEATHING1/2" GYP. BD, TYP. WALLS ► - ® i « '. ENG'D TRUSSES m 24" O.G, « ENG'D TRUSSES fl 24" 0.C, « PER ROOF FRAMING PLAN « PER ROOF FRAMING PLAN 3/4" T 4 G PLWD, OR OSB�SHTH'G (VERIFY) TYP, FLR. .. 1 5/8" TYPE-X GYP, BD. 5/8" TYPE-X GYP, BD. \ 1/2" BLANK PANEL 5/8" TYPE-X GYP. 1 I/2" BLANK PANEL CEILING TYPICAL (SEE NOTE •11, SHT, A3,1) SOFFIT (VERIFY) BD. CEILINGS TYP. 2x4 STUDS I I SOFFIT (VERIFY) 2x6 STUDS e I6 O,C, 16" O,C. I. 2x6 STUDS 6 I6" O.C, I I low 1 6x6 POST (WRAP �— EXTERIOR WALLS TYP. 6x6 POST (WRAP PER BUILDER) EXTERIOR WALLS TYP. 9. I PER BUILDER) MASTER BEDROOM GARAGE ,_ DINING ROOM KITCHEN LIVING ROOM I I 1'-4" x 1'-4" STONE L 3/4" T e G PLWD, OR OSB 11 I r COASTAL 2 EELE ER 1/2 HIGH-DENSITY OR SHEATHING (VERIFY) ON 2x10 5/8" TYPE-X GYP. BD. HF*2 FLOOR JOISTS e 16" O.C. I I I I 4" CONC, SLAB (TYP, a PER FDN. PLAN - 1 PER FDN, PLAN BEARING WALLS) 4 CONC. SLAB \it 6 CONC, c ,i;iS?S?S>S'4<i<<i S?(61 S?S?S?Si<< S2' 15S?S 2xlo BLKG. 1u7S�S�S?SlSSiQ N S?Su2S�SZSu?S?S? �, A ° nu��y,� n�n nIl , 1 11 II 1 .�?,3":�: :` �� �� i,11�11E1I11�II�IIE� n ` n �' 4 II�IIIIEIIEII�II�a A _ ° ° . I' ' FOUNDATION---�' � + I 11 y (1( I � F n l��n i,�,lti" PER FDN, ! 4" CONC, SLAB OVER ° "` PLAN i°t• Ioo°: 6-MIL, VAPOR RETARDER IS a o nn nnnn annn l °ten (SLOPE 1/8" PLF MINIMUM 16" �� ���n�oun�a �Il�l nnn�n �u nnn�nll �n�u�n�l�n I x 8 CONC, FOOTING 16" x 8" CONC, FOOTING 6 MIL. VAPOR BARRIER TOWARD GARAGE DOOR) PER FOUNDATION PLAN PER FOUNDATION PLAN THROUGHOUT CRAWL SPACE BUILDING SECTION a GARAGE/MASTER BEDROOM BUILDING SECTION e PORCHES/DINING/KITC1-BEN/LIvINC SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" I i As, Iz � ' 8 e.ENGINEERED TRUSSES e 24" O,C, V S PER ROOF FRAMING PLAN ilk r II "+t t -2x4 VENTED BLKG, 5/8" TYPE-X GYP, BD, `I CEILING TYPICAL 5/4x8 5I52E FASCIA 2x6 STUDS 9 16" 0,C, 1/2" CDX PLYWOOD OR 7/16" OSB EXTERIOR WALLS TYP. RIDGE BEAM PER PLAN SHEATHING (VERIFY W/ BUILDER) 1101,1 i ON 2x12 DF-L*2 RAFTERS w 24" O,C, GARAGE 2x10 CEILING JOISTS/- �A COLLAR TIES m 24" O,C, 1/2" HIGH-DENSITY OR 2 5/8" TYPE-X GYP. BD. \ 3.5 2x4 SCREENED/VENTED (TYP. ® BEARING WALLS) ` BLOCKING TYP, H 6" CONC, 5/4x8 SIS2E PRIMED- FOUNDATION- 1+cn�nnl�n� °�°�°�°�°�°� 2x6 STUDS m 16" O.C. 5/8 7YPE-X GYP, BD. N \ N SPRUCE FASCIA W/ 5" 4" CONC. AB OVER ~ • CEILINGS TYPICAL PAINTED MTL. GUTTER SLAB PER FDN, EXTERIOR WALLS 7YP. PLAN 6-MIL. VAPOR RETARDER C.a: 4x6 HEADER (TURN ON (SLOPE I/8" PLF MINIMUM N EDGE) 16" x 8" GONG, FOOTING � N ENG'D MONO-TRUSSES TOWARD GARAGE DOOR) ROOF LINE BEYOND PER FOUNDATION P (I,'LAN � .3/4" T 4 G PLWD. OR OSB -• Np < , -A 24" O.C. PER ROOF 2x4 STUDS SHEATHING (VER FY) ON 2x12 FRAMING PLAN GIRDER TRUSS 16" O.C. HF*2 FLOOR JOISTS e 16" O.C.BUILDING SECTION : OFT.3-CAR GARAGE M 12 II Thl SCALE: ➢ 0 I►.11�I / 1/2" CDX PLWD, OR 1/16" 12 u ➢ 2x6 STUDS o 16" O.C, (MIN.) BM, OSB SHEATHING (VERIFY W/ BUILDER) ON (VERIFY 2 1/2" CDX PLWD, OR 1/I6" OSB 8 EXTERIOR WALLS TYP, TRUSSES 9 24" O.C, 6I - SHEATHING (VERIFY W/ BUILDER) 1/2" CDX PLWD. OR 1/16" OSB - u 1/2" GYPSUM WALLBOARD ON ENG'D TRUSSES 6 24" O,C, SHEATHING (VERIFY W/ 5LDR.)-1. INTERIOR WALLS TYPICAL 2x4 SCREENED/VENTED a ENTRY BLOCKING TYP. 2x4 SCREENED/VENTED BLOCKING TYP, u 3/4" T d G PLWD. OR OSB 5/4x6 SIS2E PRIMED- - SHEATHING (VERIFY) ON 2xlO SPRUCE FASCIA W/ 5" I��� 5/4x6 SIS2E PRIMED- I ��� a HF"2 FLOOR JOISTS e 16" O.C. PAINTED MIL, GUTTER 1/2" BLANK PANEL NI SPRUCE FASCIA W/ 5 1/2" BLANK PANEL • PAINTED MIL, GUTTER 2x10 BLKG, CAMPBELL SOFFIT (VERIFY) SOFFIT (VERIFY) ILA( L �� �!S��SlS�Su�S�S U��1, 6x10 HF*2 BEAM 6x10 HF*2 BM, y"�i�n�u g=I�gli In 4x8 HF"2 (MIN.) IBM, ON I �'J_ ^ ^ P.I. 6x6 POST " DIA, PERFORATED "' 4x4 POST ON IS x18 x8 JII-11�)=, P.T.T 6x6 POST DRAIN PIPEThs CONC, PAD FOOTING oa`:o- ea n�nnnnn nin�nnn �n�I�Iiuun all�n�n�I�I \ 16" x 8" CONC, FOOTING ,�:' 6 MIL. VAPOR BARRIER PER FOUNDATION PLAN x 1'-4 STONEMIMI THROUGHOUT CRAWL SPACE BUILDING SECTIONS VENEER COL, PER a 4" CONC. SLAB SECTION STAIRS/DORMERS STAIRS/DORMERSSTAIRS/DORMERSCOASTAL 2 ELEV. q af PER FDN, PLAN BUILDING 4" CONG, SLAB imm A PER FDN, PLAN ='-�in y 3: ..'? ;� : ..s, wv�-r: SCALE: I/4" = II-Ou A: 1c=` ii —'''-1A6 JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR/BJ BUILDING SECTION 6 5ACK FORCI-I BUILDING SECTION 6 ENTRY FORCl -I DATE: 6/09/2017 SHEET SCALE: I/4" = 1'-0" SCALE: I/4" = II-O" 1.\- 5 . 1 1 WA I eee a anii 41111 LANDED GENTRY HOMES AND COMMUNITIES (Th kila SIDING PER ELEVATION ►..♦♦, J .♦, WALL SHEATHING HEADER ;.:♦:, SEE STRUC. `♦♦, R-10 INSULATION CAULKING ���•� 1 ' METAL'Z' FLASHING , \ 1 / ��� S VINYL WINDOW FRAME ;♦♦� 2X6 WINDOW TRIM ;��� IID WINDOW FLANG IMF( t--N \\A WINDOW FLANGE �//jJJ�� Ill( 5/4"WINDOW TRIM @ FRONT& \\ BACK ELEVATIONS ONLY(VERIFY) iLk VINYL WINDOW FRAME 'c' CI WALL SHEATHING STUD WALL n 11 • _� SIDING OR BATTS WINDOW HEADER WINDOW SILL U12 SCALE 3" = 1'-0" SCALE 3 1 -0 12 COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS WI BUILDER) ON 1/2" PLYWD, OR 7/I6" Ors AND/OR SECTIONS SHEATHING (VERIFY) ON ENGINEERED ' ENGINEERED TRUSSES e 24" O,C, TRUSSES e 24" O.C. 5/4x6 SIS2E PRIMED SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) lbw 5/8" TYPE 11X" GYP, BOARD 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2x4 VENTED BLOCKING - 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM CORNER PIECES OR PLASTIC CORNERS. (2)2x6 TOP PLATE 3. INSTALL WINDOW PER MANUFACTURERS RECOMMENDATIONS&BEDDED IN CAULK. 2x6 STUDS e 16" 0,C, * 1/2" GYP. BOARD 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. SIDING PER ELEVATIONS ON I/2" 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE SHEATHING (VERIFY W/ BUILDER) OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER TOP OF TRIM.* 7. CAULK BOTTOM, SIDE, &HEAD TRIM TO WINDOW FRAME AND SIDING. *FLASHING TO BE UNDER BUILDING PAPER CONTINUING 2x10 RIM JOIST (VERIFY W/ BUILDER) UPWARD4. P.T. 2x6 PLATE WI I/2" D1,4, x 1011 2x6 PLATE I ANCHOR BOLT 4 311x31'x1/41' PLATE WASHER 48" 0,C, 3/4" t G SHEATHING (VERIFY) ON 2x10 DF-L*2 FLOOR JOISTS e 1611 O,C, 6H CONCRETE FOUNDATION WALL W/ REBAR PER FDN, PLAN, R403,L3.1 4 IRC TABLES 404.1,2(1) - 404,1,2(8), FOR 4x8 HFP2 BEAM ON 4x4 POST (4x6 e+ '" SPLICE) ON 90" FELT (OR SIM,) ON FDN, L VERTICAL S TALLER THAN 463", USE r4 REBAR W/ 3" HOOK INTO = (I=I(I=III= D PAD FIG. PER FOUNDATION PLAN O IIO m FOOTING 4811 O,C, . . n 16" x 81' CONCRETE FOOTING W/ FoaH�enDEROEULs 4" PERFORATED DRAIN IN REBAR PER FDN, FLAN E R403,1,3,1 " ,•s ,A, � ,A� m -III=III=III=III -irk FREE-DRAINING GRAVEL BASE SEE AS.1 FOR HEADER DETAILS 11i1!! w - TYPICAL WALL DETAIL z L o SCALE: 1/2" = 1'-0" 0 = _ z Q. 0 NOTE: SIMILAR (SEE BUILDING z SECTION ON SHEET A5,1) co CAMPBELL 0 .. WALL DETAILS 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR DATE: 6/09/2017 SHEET A- 5 . 2 WA See SP e I c� 'nu �✓ ra 13 OP Si LANDED GENTRY HOMES AND COMMUNITIES COMPOSITION ROOFING (VERIFY TYPE 4 COLOR WI BUILDER) ELEVATION NOTES: BUILDING HEIGHT SIDING PER PLAN NomPri VARYING 4 COMPLIMENTARY COLORS - - - WILL SE USED FOR THE TRIM AND THE _ _ DIFFERENT BUILDING MATERIALS ON �' - - - -Th - - THE FRONT ELEVATION 2x BAND (PER ELEVJ W/ I/2" CHAMFER 9 FACE OF SHEATHING UPPER FLR, PLT, HGT, - - " - - " - - - -Iv INSTALL A SILL WHEREVER STONE/ TOP EDGE - - - SHED DORMER PLL HGT, BRICK VENEER IS INSTALLED I - \ - - _ - - - - SHINGLE SIDING (VERIFY TYPE 4 SIDING PER PLAN LOCATIONS WI BUILDER) � i I D DETAIL T IL 5/4x8 SIS2E PRIMED SPRUCE BARGE _ `��� �`�`� 12 4x6 CEDAR ARBOR BEAM W/ 2x6 m iA IV BOARD W/ Ix4 TRIM m TOP EDGE G.-.E 2 ����� ��r�rr - CEDAR RAFTERS ASV, a 16 O.C. �p `ill �� (REST RFTRS, ON DOOR TRIM e 2x1(A) SCALE: 3/4„ _ _ illaIrai.irMN - �\ WALL 4 TOENAIL TO SIDING) I EDGE SAND W/ I/2 CHAMFER g TOP ,NIMMINIMMI`�`�` - AII` ����i. - — UPPER PLR, LEVEL (SEE DETAIL THIS SHEET) J�rrrrrrrrrrrrrrrrr�\ Slims r;- 1. rrrr�. - - - N co- _PLATE HEIGH = 1' 6 . T .- \ T.O.I — LAP SIDING (VERIFY TYPE, 4x6 BRACE PER DETAIL '5' THIS SHEET _L__! o�N�— EXPOSURE 4 LOCATIONS I �F W/ BUILDER) 5/4x6 DOOR/WINDOW TRIM o TOP 4 BOTTOM, 9 - - 9, J 5/4x4 CORNER TRIM (TYPICAL) 5/4x4 DOOR/WDW. TRIM 4) SIDES (FRONT 4 - BACK ELEVS. ONLY-VERIFY WI BUILDER) I MASONRY CAP ATOP VENEER tlj °' ' _ 1 ~ (G,I, FLASHING ABOVE TYPICAL) 30-D' 4x6 (MIN„ - _ .p VERIFY) P.T. 6x6 POST (WRAPPED PER BUILDER) __ _--_- - ___ L�-==-J __- , 1 W/ 16"x16" MASTIC-APPLIED STONE COLUMN of "� BELOW (3 TYPICAL) r - ., ._.,.-._�.-.-- .,,_._ — - - -MAIN FLOOR LEVEL _� iN Q ! - - - - �, M r I , SLAB 0 GARAGE DOOR OPNG._',� AVERAGE GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEDAR PLANTER BOX PER BUILDER MASTIC-APPLIED STONE VENEER (VERIFY TYPE, COLOR 4 LOCATIONS WI BUILDER) FRONT ELEVATION A, SCALE: 1/4" = I'-O" 'BRACE DETAIL (s) SCALE: 3/4" = 1'-0" Q 12 \ 3,5 kedss°°°°°°°°°°°°°°°°°°°°'sga'sssds "a"Th a '11111111111"-- a a :a NNN _ 12 er /4xS 5152E PRIMED SPRUCE ASCIA W/ 5" CONT. PAINTED - - ETAL GUTTER (TYPICAL) - - 1' A - ' : i r I _ II II- ■ - 111 7, 6x6 POST (2 7YP,) I.- _ IP - H CAMPBELL Ir FRONT & LEFT ELEVATIONS 4'-O" DINING EXTENSION \ 2'-OII DINING EXTENSION LEFT ELEVATION 3-CAR GARAGE OPT. SCALE: 1/4" = 1'-O" SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" COASTAL 2 JOB NO: CAMPBELL DESIGNED: LG DRAWN: JR,BJ DATE: 6/09/2017 U SHEET F A-6 . 1 WA b. s-IS S ill MS SI S SI LANDED GENTRY I[ O NIES AND COMMUNITIES ELEVATION NOTES: VARYING 4 COMPLIMENTARY COLORS 777 _ — — — — ON WILL BE USED FOR THE TRIM AND THE DIFFERENT BUILDING MATERIALS _- — - — - — - THE FRONT ELEVATION — - INSTALL A SILL WHEREVER STONE/ - - BRICK VENEER IS INSTALLED 7— — 1 1 F^ SACK ELEVATION 4 SCALE: I/4" = I' O" �` s 4 r t illp 4111 12 it 3.H _ INi _ . V P . L_____, , _ _ , _ _ \j 7 7 _ _ \\--, , _ ._ - _, < CAMPBELL ----____OP710NAL 3 O" DOOR BACK & RIGHT (VERIFY W/ BUILDER) i� IG -IT ELEVATION 2'-O " DINING EXTENSION 4 '-O" DINING EXTENSIO ELEVATIONS _ 3-CAR GARAGE OPT. SCALE: I/4" = II—O" SCALE: I/4 = 1 —O SCALE: I/4 — I —O COASTAL 2 JOB NO: CAMPBELL DESIGNED: LG o1�AWN: JRBJ UE 6/OJ/Z7 SHEET A A-6 . 2 WA GENERAL I /j� PLUMBING ICONT'0): f e Vf 1 ' R •!� NOTES : S AS 108. HOSE BIBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE = PER IRC CHAPTER 29 SITE PREPARATION: FLOOR FRAMING (CONT'D)% 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401,2 1 I. BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53. JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN LANDED GENTRY BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC, 502.1 I HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- TED FROM FREEZING 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 BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF BUILDING OFFICIAL, ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO MECHANICAL: PER IRC 2015 SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC. 502.4 1 BEAMS AND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 11/2" OF BEARING ON WOOD OR METAL AND NO 121, NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" SEARING ON CONCRETE [ IRC SEC. 502.6 I APPROVED BY THE BUILDING OFFICIAL I IRC SEC. 111.1 / NFPA 541,1.1.1 1 21. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5.1), NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56. ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN WI 4x DEPTH. BEAMS AND HEADERS TO HAVE 11/2 MIN, BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. G2411,4,1 / NFPA 54 1 BETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- 23, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- S SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION LOCATION 4 LOADS DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS), DUCT SHALL TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY [ IRC SEC. 311,1 1 [ IRC SEC. 803.2,1,1 I FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62. ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC, 311.1 1 THAN I/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124. WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR 24. PRESSURE-TREATED ATED WOOD SHALL S, ORD FOR THOSE SUCH M WOOD MEMBERS S WHICHDFORM ATHE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV. THE EAVE OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS I IRC SEC. 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT I/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS. BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS I IRC SEC. 311.1,3 1 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25. ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF I/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS [ IRC SEC. 311,1 1 I IRC SEC, 802.10,2 I QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL [ IRC SEC. 3111 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN, BATHROOMS: 50 CFM MIN. DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC. 802.10,3 ] OTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NROM ANY XHAUSG LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA. OR GREATER STEEL BOLTS) I IRC SEC. 311,3,1 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 26. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC. 802.10,4 ] DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR 115E MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC. 311,1,5 1 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE: ENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN, REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER II) IS AS FOLLOWS: EXTERIOR SHELL: FLOOR: R-38 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS m 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS WALLS: R-21 W/ 92 5/8" 2x6 STUDS ® 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) s 16" O.C. WI 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF, INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS o 16" O.C. WI I/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. (U,N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) ® 16" O.C. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=.28O MAX. TYP, UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO SE AS SHOWN ON THE ELEVATIONS, WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=.500 MAX, SIDING OR TRIM PROVIDE A I5-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. 4 EXHAUST DUCTS MIN. R-4 I 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL B£ SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC. 103 I (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK 4 ® EXTERIOR WALLS, REFER TO 2015 WSEG CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF INSULATION VALUES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NO7 LESS THAN (8)16d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC. 319.1 ]NAILS EA, SIDE I R602.6.1 1 (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 1 2015 WSEG) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRAPE FLOOR), A MIN, NET FREE OPENING HEIGHT OF 24" BOXES, RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY N07 BE MORE THAN 44 ABV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE I IRC SEC. 310 1 DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE [ IRC SEC. 801 1 VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602.9 AND 602.10.11.1 ] 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT [ IRC SEC, 401,3 1 MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.1(1) AND R602.1(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC, 314 1 36. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR, RIM JOIST $TWN, STORIES TO BE CAULKED/SEALED. ALL HOLES 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103,2 1 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENE- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ 39, WOOD STUD WALLS MUST BE GAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC. 315 ] SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602,3.2 L SINGLE AIR TIGHT 4 SEALED TO SURROUNDING GWB, ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ASV, THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312.1 1 PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH [ IRC FIGURES R602.6(1) 4 R602.6(2) 1 81, INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE, ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4,1,1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16- GAUGE METAL TIE 11/2 GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602.6.1 [ IRC SEC. 302.6 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST I WSEC R402.4.1.2 1 EXCEPTIONS: A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY [ IRC SEC. 309,1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I IRC SEC. ABBREVIATIONS: BORED 309.4 ] B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 41 AT EL, ELEVATION MAX. MAXIMUM SH SINGLE-HUNG [ IRC SEC. 602.6 ] 89, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE A.S. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRC SEC. 301 1 ADD. ADDITION ELEV. ELEVATOR MEGH, MECHANICAL SHWR. SHOWER ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SHTH'G SHEATHING 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC. 302.11 ] 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM. SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALT. ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18" ABOVE GARAGE SLAB. STRAP ALUM. ALUMINUM EXP. JT. EXPANSION JOINT MTL. METAL SQ. SQUARE I STAGGERED-STUDS AS FOLLOWS: HWT TO WALL [ IRC SEC. M1301.3 1, PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BA. BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL a. VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BDRM, BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDG, BUILDING F.D. FLOOR DRAIN O.C. ON CENTER STL. STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, BLKG. BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR. STORAGE CAMPBELL B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUG7. STRUCTURAL DROP CEILINGS AND COVE CEILINGS: PLUMBING. BOT, BOTTOM FLR, FLOOR O,F,C.I. OWNER TO FURNISH, SUSP. SUSPENDED C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: BWP BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS CAB. CABINET F.O.C. FACE OF CONCRETE OH. OVERHANG TEMP. TEMPERED £. FOR SITE BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN, OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 I GSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O,H, OVERHEAD THK, THICKNESS CENTERLINE FT, FOOT OR FEET OPNG. OPENING T.O. TOP OF STRIPS OR METAL LATH; F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG. CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION PRESSURE I UPC SEC. 609,4 1 CLO. CLOSET FRPLC. FIREPLACE PH PHONE TYP. TYPICAL GENERAL NOTES CMU GONG, MASONRY UNIT FURN. FURNACE PIG PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED 42. FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- COL. COLUMN GA. GAUGE P.I.P. CONC• POURED-IN-PLACE OTHERWISE ANCE WITH AWPA M4 I IRC SEC. 311.1.1 1 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE [ UPC SEC. 112.2.3 1 CONC. CONCRETE GALV, GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST. CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT. VERTICAL 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT. CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS. PLASTIC VEST. VESTIBULE FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CVINYL CPT.T. CERAMIC TILE GM GYCARPET GR. PSUM WALLBOARD PR.E D PAIROOD VIM, WASHER JOB NO: CAMPBELL ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC. 313,1 ] DIA. DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED W/ WITH 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET DESIGNED: 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS LEDGER STRIPS NOT LESS THAN NOMINAL 2 x 2 [ IRC SEC. 502.6.2 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314.5 4 314.5.1 1 DRAWN: BJ/JR DF DOUGLAS FIR NWT HOT WATER TANK REF. REFERENCE WOW, WINDOW 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D.F, DRINKING FOUNTAIN INSUL, INSULATION REFG, REFRIGERATOR W/O WITHOUT DATE: B/O1/ZO17 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHEROOL APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP DN. DOWN INT. INTERIOR REQ'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2 I IRC P2120 OOL 1 OF THE TOP OR BOTTOM DR. DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF BE WITHIN HE 02""TOF EACH OTHER.NOT NOT 8E ANY ES IN THEB TOP OR BOTTOM OF ER THAN 1/3 THE THE TH JOINSF THE SHALL NOT EXCEED NOTCHES HE JOIST DEPTH 101. SHOWERS AND LAVATORIES TO HAVE 2.5 AND 2.2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY. WATER CLOSET SHALL DTL.T NOT D DISHWASHER LAY. LAVATORY MAIL. 5 R.O.ST SHELF H4 ROD OPENING XO SLIDER FABRIC (WINDOW) A- 7 . 1BE 1.6 GALLONLUSH MAX. AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC. 502.1 4 502.8 L FOR NOTCHING AND BORING OF DRWG. DRAWING MAtL. MATERIAL S.F. SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA. EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA FULLY se il 40 ii use _ II VI 11 LANDED GENTRY t P PI 1I NOTE:E: 1 1 1 1 i " — EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE 1 'I HOMES AND COMMUNITIES DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ I 1 — - — I I I OWNER). EXHAUST FANS TO COMPLY WI WASHINGTON STATE VENTILATION AND - L] I I I 1 �" ��� / ELECTRICAL PLAN KEY INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED IS SONES I 1 I I I e 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. I / I I I I VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ / -CrWALL SCONCE poiim OWNER AND/OR BUILDER I I I ' x1* r;;l O RECESSED CAN �3 CEILING FIXTURE INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL l" LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. C / EYEBALL CAN \ � <;I �sD SMOKE DETECTOR EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR LEt 1 LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL - _ _ _ O EXHAUST FAN/EXHAUST FAN W/LIGHT BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL / / > cri $ LIGHT SWITCH ISE HIGH EFFICIENCY LUMINAIRIES. / c / /' / lu> \v/ \V/ V. 53 3 WAY LIGHT SWITCH I HANG G4 1` $q 4 WAY LIGHT SWITCH CC HANGING{/� / O FI iRE \ h FIXTURE 7 1 - -- - y? TIMER SWITCH 1 SD S + SD S 0 WALL OUTLET 120 VOLTS TO KITCHEN - TO KITCHEN I } WU LIGHTS I - _ I'I LIGHTS E 220 VOLT OUTLET(DRYER&OVEN PLUG) - - w - - ir WATER PROOF GROUND FAULT I aiil r INTERRUPTER OUTLET 120 VOLTS oen GROUND FAULT INTERRUPTER OUTLET 120 VOLTS I I I I I I I I TY ?� TELEVISION,TELEPHONE II II OFT. 2 -O DINING EXTENSION OF'T, 4 -O DINING EXTENSION 4 AND INTERNET MODULE I I ' I SCALE: I/4" _ II-0" SCALE: 1/4" = II-0" PULL CHAIN LIGHT I I / - 1 I I ��� 1 I WALL MOUNTED LIGHT 11 k / I ® HARDWIRE OUTLET II ' II 4 II NOTE: 11 r SMOKE DETECTOR(SD)�sD110V INTERCONNECTED ill \ rn t ir � �� // \ WITH BATTERY BACKUP \ `t' _ �tA.. >! �1 SAFETY' I? ,�° 1`�J OVER / / "1 G LENS/ \ ' - SDI 50 CFM (MIND NANG-IN� / / / ' EXH. FAN mi FIXTURE -, I SD COS SS i C✓' �i : / , cn/ RANGE W/ I a / 100 CFM- I 0 / HOOD ABY, I Om I 1 Q 1fV/TEL I _ TV/YELP t • 1 I 0 beii I ci I • TO UPPER u) 50 CFM (MIN.) 77 's 11 i FLOOR 1 I EXH. FAN - -�Q S III o 7-1 a1 O fin . /' 0. Y 1 ` I I(--- • BELOW) I -- I \ / , f � �7 1 III" Q I 1 al(Yl J /o\ • *--1 1 Wig - - - 1 r - : 0 1 GanIa _SS C FREEZER DED. 70 1 (OPT.) (OPT.) O // 1� N IIII-50 CFM (MIN.) INSTALL ONLY IF __- INSTALL ONLY IF ��� EXH, FAN OPT. DOOR USED OPt, DOOR USED _ �� O �� (VERIFY W/ BLDR.) (VERIFY W/ BLDR.) \ / \, , NOTE: / NOTE: / / ALL GARAGE OUTLETS / ALL GARAGE OUTLETS TVITEL CENTERED , - - SS TO BE 4S" A.F.F. U.N.O. TO BE 4S" A.F.F. U,N.9 OVER FIREPLACE _ / " / / Z \ LSD Y TO GARAGE r- / J I / / HANGING / LIGHTS FIXTURE - - - i I �� - a G Si' Cch ��� IIpi 'i o CLG, c o I.T) I I � I I � /iv II I - - SO CFM I I , " I I (MIN.) a I I -¢-� " L_I : EXH, FAN I I I ��I 1 \ :N H 11 N 1C 1-i/s-/ t�,-1T 1\1-i7 \� �� ut CAMPBELL C7 C i C�7\ _ uGARAG- LIGHTS - - - - \ — _ _ USt MAIN FLOOR MAIN FLOOR ELECTRICAL PLAN 3rd CAR Gx,4RA E OPTION ELECTRICAL PLANS 1 SCALE: I/4" = 11-0" SCALE: I/4" = 1 -0" JOB NO: CAMPBELL DESIGNED: LG DRAWN: , DATE: 6/0JR9/2017BJ SHEET Eli WA see S 10 OMB SI MIIMI LANDED GENTRY HOMES AND COMMUNITIES ELECTRICAL PLAN KEY v WALL SCONCE RECESSED CAN 4- CEILING FIXTURE 4- EYEBALL CAN lisp SMOKE DETECTOR Q 4- EXHAUST FAN/EXHAUST FAN WI LIGHT $ LIGHT SWITCH S3 3 WAY LIGHT SWITCH S4 4 WAY LIGHT SWITCH $T TIMER SWITCH Q WALL OUTLET 120 VOLTS 220 VOLT OUTLET(DRYER&OVEN PLUG) WATER PROOF GROUND FAULT OWP INTERRUPTER OUTLET 120 VOLTS BO CFM (MIN-) - ___ di°Fl GROUND FAULT INTERRUPTER EXH. FAN — OUTLET 120 VOLTS 1TV TEL TELEVISION, TELEPHONE Q Q AND INTERNET MODULE TO MAIN PULL CHAIN LIGHT 1 FLOOR � -\ nk'T 2 c 1 � WALL MOUNTED LIGHT _ ItHARDWIRE OUTLET I � _ _,?/‘ I 1 0 � NOTE: I SMOKE DETECTOR(SD)5so110V INTERCONNECTED I Q WITH BATTERY BACKUP 4 L� -K_____„61 U.1 Q JI I I I ,{ am �� \ S "dU51_ SD Q w C I w -0 � - I- > } 4 � I � � / / I <T V/TEL ��� - � d Q 0 gI LB Ll UPPER FLOOR ELECTRICAL PLAN SCALE: 1/4" = 11-0" CAMPBELL NOTE: EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ OWNER). EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED LS SONES UPPER 0,1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP, UPPER FLOOR VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER ELECTRICAL PLANS INTERIOR LIGHTING: A MINIMUM OF BO PERCENT OF ALL LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. JOB NO: CAMPBELL EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL DESIGNED: LG BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL DRAWN: JR,BJ BE HIGH EFFICIENCY LUMINAIRIES. DATE: 6/09/2017 SHEET EI . 2 WA PLANNING, COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT C Y G.a Mailing Address: PO Box 547,Anacortes,WA 98221 Phone: 360.299.1984,Fax: 360.293.1938 tw� Complete Residential Stormwater Plan Checklist coAtA Minimum Requirements 1 5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington(SWMMWW).A link is provided on the City of Anacortes website,under Planning Department,Stormwater Regulations,as well as under the Engineering Division of Public Works. Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces,no use beyond that previously existing,and results in no significant adverse hydrological impact. Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted, if stormwater was addressed at the subdivision/plat level. If construction has not started as of January 1,2022,the site will be subject to the 2012/2014 manual. If your project adds less than 2,000 sq.ft.of new plus replaced hard surface area,AND which disturbs less than 7,000 square feet of land,you must consider all 13 Elements of the Construction Stormwater Pollution Plan (SWPPP). Fill out the SWPPP Checklist and explain how the elements are considered,or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified. You will not need to continue with this document. If your project adds 2,000 sq. ft. or more of new plus replaced hard surface area,OR which disturbs 7,000 sq.ft.or more of land-Minimum Requirements 1-5 of the SWMMWW apply,and you can continue with this document. If adding 5,000 sq.ft.or more of new hard surfaces/OR converting 32,670 sq.ft.or more of vegetation to lawn or landscaped area/OR converting 108,900 sq.ft.or more of native vegetation to pasture—Minimum Requirements 1-9 of the SWMMWW apply. If Minimum requirements 1-9 apply, please see the Large Scale Stormwater Plan Checklist for additional submittal requirements. Owner Name: ` r '„' 3 Site Address° —e2 41411 rove L ec.:4e- Brief Description of the Project: rt rj Pre Developed Conditions&Runoff of the Site: Page 1 of 4 March 22,2017 Developed Conditions&Runoff of the Site: Summarize difficult site parameters,the natural drainage system,and drainage to and from adjacent properties,including bypass flows: ❑ Hydrological Site Plan:Collect and analyze information on existing conditions to aid in determining low impact development feasibility—which locations are most appropriate to evaporate,transpire,and infiltrate,with the following information: o Survey by Land Surveyor, Engineer,or other qualified professional:Show existing public and private development, utility infrastructure, hydrological features(seeps, springs,closed depression areas,drainage swales,streams,wetlands,and water body survey and classification report showing wetland and buffer boundaries),flood hazard areas,geological hazards, buffers,aquifer and wellhead protection areas,topographic features that may act as natural stormwater storage, infiltration,or conveyance. Include the natural receiving waters that stormwater runoff will either directly or eventually discharge.Show topography,display acreage and outlines of all drainage basins; existing stormwater drainage to and from the site; routes to existing,construction,and future flows at all discharge points;and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility. Identify areas of potential erosion problems Show contours as follows: • Up to 10%slopes=2 ft. contours e Over 10%to less than 20%slopes=5 ft.contours ▪ 20%or greater slopes= 10 ft. contours • Elevations at 25 ft. intervals o Soils Report:Done by a soil scientist certified by Soil Science Society of America, licensed sewage designer, or other suitably trained persons working under the supervision of a professional engineer,geologist,hydrologist,or any other professional supervised by an engineering geologist registered in Washington State. (Soils Report Page 2 of 4 March 22,2017 must include details as listed on Pg.79). In addition,describe soils by name,erodibility, settleability, permeability,depth,texture,and soil structure. Testing should occur between December 1 and April 1. o Soils Map: Based on the report. o Preliminary Development Site Plan Layout: Locate proposed buildings, roads,parking lots,landscaping features,on-site stormwater management BMPS(Determine BMPs starting on Pg. 95. Suggested BMPs correlate with responses to the 13 elements of the SWPPP, Pg. 237,and preliminary location of stormwater treatment and retention/detention facilities. Considerations are on Pg. 83.These methods could reduce required facility sizes, but are not required for approval.Show existing and proposed contours,show all cut and fill slopes indicating top and bottom of slope catch lines,and identify developed condition drainage basins. o Survey of existing nativevegetation cover:This is only required if there are native soil and vegetation protection areas proposed for the site.Survey shall be done by a licensed architect,arborist,qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas.The preserved area should be placed in a separate tract or protected through recorded easements for individual lots. o Vicinity Map: Clearly locate the property,identify all roads bordering the site,show the route of stormwater off-site to the local natural receiving water,and show significant geographic features and sensitive/critical areas(streams,wetlands,lakes, steep slopes, etc). 0 Construction Stormwater Pollution Prevention Plan(SWPPP)—The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. From October 1 through April 30,clearing,grading, and other soil disturbing activities shall only be permitted if shown that silt-laden runoff will be prevented from leaving the site through methods listed on pg. 44. Best Management Practices(BMPs)Standards and Specifications are listed on pg. 261, Please see pg. 230 for details on using the Site Analysis to produce the following materials: o Narrative:Explain and justify the pollution prevention decisions made.This will contain concise information concerning existing site conditions, construction schedules, wet season construction activity, constraints, and other pertinent items that are not contained on the drawings.This is based on the 13 Construction Elements,which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified. Elements listed on pg. 44&described in detail starting on pg. 236. o Drawings& Notes:Where and when the BMPs should be installed,the performance the BMPs are expected to achieve,and actions that will be taken if the performance goals are not achieved.Show water quality monitoring locations. o Special Reports&Studies: Include any studies(i.e.wetlands delineation). If a facility is required and feasible for Minimum Requirement 5,a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout. ❑ Other permits:Any other necessary permits as required by other regulatory agencies. Identify if those permits include conditions that affect the drainage plan,or contain more restrictive drainage-related requirements. Prior to Final Stormwater Inspection ❑ Permanent Stormwater Control Plan Drawing:Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary. Provide a scale drawing of the Page 3 of 4 March 22, 2017 lot(s) and any public ROW that displays the location of On-Site BMPs and the areas served by them.These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On-site BMPs. Provide design details,figures, and maintenance instructions for each BMP. Provide a written summary of how it complies with the applicable requirements. Prior to Final Occupancy ❑ Operation&Maintenance Manual: Include a manual for each flow control and treatment facility, including any distributed bioretention facilities that are used to help meet flow control and/or treatment requirements.The manual shall include a description of the facility,what it does,and how it works. It must also identify and describe the maintenance tasks,and the frequency of each task.The tasks and frequencies must meet the standards of the SWMMWW. Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City. ❑ Declaration of Covenant for Privately Maintained Flow Control&Treatment Facilities and On- Site Stormwater Management BMPs:Any flow control&treatment facilities and On-Site Stormwater management BMPs for which the applicant identifies operation&maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement.After City approval,the declaration of covenant and grant of easement must be signed and recorded.Design details,figures, and maintenance instructions for any BMP shall be attached.A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached. O Record Documents:Record total impervious surface area of the site and their locations with the county auditor. By signing below,you are certifying that you have read and understand the stormwater requirements. Be sure that you have checked off all applicable boxes. 1 -- a <P _ 7/4/ii::)17, i Applica Signature Dat Page 4 of 4 March 22, 2017 EXHIBIT "A" Responses to the "Complete Residential Stormwater Plan Checklist—Minimum Requirements 1-5". Brief Description of the Project: To construct one Single-Family Residence (SFR) on a single legal lot within the City of Anacortes. The existing property is located at 1502 Latitude Circle, which is Lot 9, Plat of 48 North, and is 7,500 square feet in size, Zoned as R2. Pre Developed Conditions& Runoff on the Site: The property is vacant except for three existing trees to be protected during construction.The site slopes from the southeast to the northwest at a grade of approximately 10%. The property is bounded as follows: NORTH: Lot 8,48 North. EAST: The Anacortes Airport. SOUTH: Lot 10, 48 North. • WEST: Fully improved street of Latitude Circle. Developed Conditions & Runoff of The Site: The proposed improvements are as follows: Construct a SFR with an approximate lot coverage of 37.5%, and an impervious lot coverage of 39.4%. No detention was required for the Plat of 48 North, but there is an existing water quality bio-swale for the plat. A roof drains and footing drains will be hard lined to the existing stormwater collection system. The point of connection for Lot 9 is located approximately 7 feet south of the north line of Lot 9 and near the Latitude Circle right of way. After construction, landscaping will be provided to permanently stabilize the site from erosion. Summarize difficult site parameters,the natural drainage system, and drainage to and from adjacent properties, including bypass flows: The site slopes from the southeast to the northwest at an approximate grade of 4% and the disturbed soil has been seeded and/or mulched to reduce erosion. The only tributary drainage the lot may receive is from the Anacortes Airport property which is well vegetated and minor. Hydrological Site Plan: Survey: A topographic survey has been performed by Herrigstad Engineering,showing the existing improvements around and within the subject property, along with the existing contours at 2-foot intervals. Soils Report: A Geologic Hazard Assessment and Geotechnical Engineering Services report was prepared by GeoEngineers, dated July, 21, 2015, and is already part of the record documents provided to the City of Anacortes. Preliminary Development Site Plan Layout: A "Site Plan" has been prepared by Landed Gentry Development, Inc., showing both the existing and proposed improvements as requested, along with an "Erosion Control Plan". See attached. A "Survey of existing native vegetation cover" was performed by the Urban Forestry Services, Inc.,for the project, dated August 12, 2015, and a tree preservation plan was developed and adopted by the City of Anacortes. A "Vicinity Map" has been provided on Sheet 2 of 2 of the "Erosion Control Plan", attached. Construction Stormwater Pollution Prevention Plan (SWPPP): See attached. Other Permits: Building Permit for SFR. Planning, Community, & Economic Development Department PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 \"` � 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg. 236 of the 2014 Stormwater Management Manual for Western Washington(SWMMWW).A link is provided on the City of Anacortes website, under Planning, Community,& Economic Development Department,as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: 46 /(/0,/27// Ar'J 4 C 0/2_1-p.t L Site Address: Ti,I 6-0Z— G A T`k/J9 Prepared By: AAive- ( JJi S/ Pet/,ekOP/`i l �hIC, The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for ❑ These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq.ft.of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element explain the best management practices(bMPs)used or justify reasoning for those that will not be used. If needed➢please attach a narrative to further explain plans or justification. EX,B/ --- `y5" c-2/2 74L 1.- &1E/TS ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑ Before beginning land disturbing activities, including clearing and grading,clearly mark all clearing limits, sensitive areas and their buffers,and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. Page 1 of March,2017 ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route,if possible. ❑ Stabilize access points with a pad of quarry spells,crushed rock,or other equivalent BMPs,to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ❑ If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. O Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. ELEMENT 3:Control Flow Rates O Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above,construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g. impervious surfaces). ❑ if permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. ELEMENT 4: Install Sediment Controls O Design, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs(sediment ponds,traps,filters,etc.)as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. O Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP,before the runoff leaves a construction site or before discharge to an Page 2of8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard in Element#3,bullet#1. D Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ❑ Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. O Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. ELEMENT 5: Stabilize Soils O Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include,but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrylamide(PAM),the early application of gravel base early on areas to be paved,and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. Q Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. Q Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season(May 1—Sept 30): 7 days o During the wet season(Oct 1—Apr 30): 2 days O Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. O Stabilize soil stockpiles from erosion, protect with sediment trapping measures,and where possible, be located away from storm drain inlets,waterways,and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. ❑ Minimize the disturbance of steep slopes. Q Minimize soil compaction and,unless infeasible, preserve topsoil. ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include,but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces(Ex:track walking). Page 3 of g March,2017 ❑ Divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes,and/or swales.Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes,collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year,1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM)to predict flows, bare soil areas should be modeled as "landscaped"area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes,as specified in Element 5. O BMP combinations are the most effective method of protecting slopes with disturbed soils.Ex: Use both mulching and straw erosion control blankets. ELEMENT 7: Protect Drain Inlets El Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. O Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). ❑ Where possible,protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑ Inlets should be inspected weekly at a minimum and daily during storm events. Page 4 of B March,2017 ELEMENT 8:Stabilize Channels and Outlets ❑ Design,construct,and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material,adequate to prevent erosion of outlets, adjacent streambanks,slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. ELEMENT 9: Control Pollutants ❑ Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover,containment, and protection from vandalism for all chemicals,liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance,fueling,and repair of heavy equipment and vehicles using spill prevention and control measures.Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application, or to the sanitary sewer,with local sewer district approval.Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing,exposed aggregate processes, dewatering concrete vaults,concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March,2017 ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains,open ditches, streets,or streams. Do not dump excess concrete on site, except in designated concrete washout areas.Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. 0 Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes, hydraulic system drain down,solvent and de-greasing cleaning operations, fuel tank drain down and removal,and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. O Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining,over the vehicle. ELEMENT 10: Control De-Watering ❑ Discharge foundation,vault,and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water,such as well-point ground water,to systems tributary to,or directly into surface waters of the State,as specified in Element 8,provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example,a creek running through a site. O Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clamshell digging,concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden(muddy)water into waters of the State likely constitutes a violation Page 6of8 March, 2017 of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. \ \ ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. O Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. 1 • ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on 4- ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update,and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). ❑ From Oct 1 through Apr 30,clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage,slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100%infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see r : x '4 for requirements. A Jicht Sig nature pp g D Page 8 of 8 March, 2017 EXHIBIT "B" Responses to the "13 Elements of SWPPP" (Construction Stormwater Pollution Prevention Plan) ELEMENT 1: Preserve Vegetation/Mark Clearing Limits The clearing limits will be marked by using either BMP C233:Silt Fence, or BMP C103: High Visibility Plastic or Metal Fence, as shown on the Erosion Control Plan. C233 is to be used along the west and north property lines and the C103 along the east and south property lines. Preservation of the native top soil will be preserved as much as is practical by use of a stock pile as shown on the Erosion Control Plan. Stock pile location may vary. Stock pile shall be protected as indicated on the Erosion Control Plan. ELEMENT 2: Establish Construction Access BMP C105 shall be used as the construction access. Only one access point is proposed. No wheel wash is proposed. Any track out shall be cleaned daily by shoveling and/or sweeping. More frequent cleaning as necessary. ELEMENT 3: Control Flow Rates No flow rate controls are designed for the individual lot. However, erosion control BMPs described in ELEMENT 4, below will reduce velocity of flows. ELEMENT 4: Install Sediment Controls The following BMPs are proposed as temporary sediment controls: C103: High Visibility Plastic or Metal Fence To be place along the perimeter of the site to mark the clearing limits for the construction crew and to alert the public as to the potential dangers of the ongoing onsite construction activity. C233: Silt Fence To be place along the perimeter of the site to protect downstream properties from the transport of coarse sediment, as well as to mark the clearing limits for the construction crew and to alert the public as to the potential dangers of the ongoing onsite construction activity. C105: Stabilized Construction Entrance To be place in the location of the future driveway off of Latitude Circle,to provide a stable and clean point of access for construction vehicles. C121: Mulching To provide immediate temporary protection of exposed soil from erosion, as well as conserving moisture. C123: Plastic Covering Primarily used to protect the stock pile from erosion. May be used as a short term cover of small areas of exposed soil. Not intended for large areas. C140: Dust Control As this project will be constructed during the dry season, dust control may be necessary to protect the surrounding neighborhood. The primary source of dust control will be from spraying of the disturbed area with water. C220: Storm Drain Inlet Protection Onsite inlet protection will use Block& Gravel Curb Inlet Protection. Offsite inlet protection will use Catch Basin Filters manufactured for use at construction sites. C207: Check Dams Where drainage swale are created to convey stormwater, temporary gravel check dams may be used to reduce velocity and to dissipate flow energy. The following BMP improvement(s)are proposed for permanent sediment controls: C124: Sodding Sodding is to establish permanent turf for immediate erosion protection. C125:Top Soiling Provides a suitable growth medium for final site stabilization with vegetation. T5.13: Post-Construction Soil Quality and Depth Establishes soil quality and depth regains greater stormwater functions in the post development landscape, provides increased treatment of pollutants and sediments that result from development and habitation. ELEMENT 5: Soil Stabilization The following are temporary soil stabilization BMPs: C233: Silt Fence To be place along the perimeter of the site to protect downstream properties from the transport of coarse sediment, as well as to mark the clearing limits for the construction crew and to alert the public as to the potential dangers of the ongoing onsite construction activity. C105: Stabilized Construction Entrance To be place in the location of the future driveway on 15th Street, to provide a stable and clean point of access for construction vehicles. C121: Mulching To provide immediate temporary protection of exposed soil from erosion,as well as conserving moisture. C123: Plastic Covering Primarily used to protect the stock pile from erosion. May be used as a short term cover of small areas of exposed soil. Not intended for large areas. C140: Dust Control As this project will be constructed during the dry season, dust control may be necessary to protect the surrounding neighborhood. The primary source of dust control will be controlled spraying of the disturbed area with water. C220: Storm Drain Inlet Protection Onsite inlet protection will use Block& Gravel Curb Inlet Protection. Offsite inlet protection will use Catch Basin Filters manufactured for use at construction sites. C207: Check Dams Where drainage swale are created to convey stormwater,temporary gravel check dams may be used to reduce velocity and to dissipate flow energy. The following are permanent soil stabilization BMPs: C124: Sodding Establishes permanent turf for immediate erosion protection. C125: Top Soiling Provides a suitable growth medium for final site stabilization with vegetation. T5.13: Post-Construction Soil Quality and Depth Establishes soil quality and depth regains greater stormwater functions in the post development landscape, provides increased treatment of pollutants and sediments that result from development and habitation. ELEMENT 6: Protect Slopes C235: Straw Wattles Straw Wattles reduce the velocity and can spread the flow of rill and sheet runoff, and can capture and retain sediment. ELEMENT 7: Protect Drain Inlets C220: Storm Drain Inlet Protection Onsite inlet protection will use Block&Gravel Curb Inlet Protection. Offsite inlet protection will use Catch Basin Filters manufactured for use at construction sites. ELEMENT 8: Stabilize Channels and Outlets C207: Check Dams Where drainage swale are created to convey stormwater,temporary gravel check dams may be used to reduce velocity and to dissipate flow energy. ELEMENT 9: Control Pollutants All fuel, lubricants, paint, and/or other hazardous material shall be stored in a lockable, covered storage container if kept on site. ELEMENT 10: Control De-Watering While excavating to install the sanitary sewer,stormdrain, and water systems to depths up to 14 feet, no ground water was encountered. Therefore, no dewatering is anticipated. ELEMENT 11: Maintain BMPs A trained Certified Erosion and Sedimentation Control Lead (CESCL)will be on the job site. CESCL personnel are trained in and responsible for the proper maintenance of the erosion control BMPs. The CESCL will work with the City of Anacortes Inspector to maintain all BMPs. ELEMENT 12: Manage the Project A trained Certified Erosion and Sedimentation Control Lead (CESCL) will be on the job site. CESCL personnel are trained in and responsible for the proper maintenance of the erosion control BMPs. The CESCL will work with the City of Anacortes Inspector to maintain all BMPs. ELEMENT 13: Protect Low Impact Development BMPs No low impact development BMPs are planned or required for this individual lot. PRIMARY BMPs .i r. BMP C124: Sodding . °` S ,'y' Purpose The purpose of sodding is to establish permanent turf for immediate 1111 erosion protection and to stabilize drainage ways where concentrated overland flow will occur. Conditions of Use Sodding may be used in the following areas: ' • Disturbed areas that require short-term or long-term cover. • Disturbed areas that require immediate vegetative cover. • All waterways that require vegetative lining. Waterways may also be seeded rather than sodded,and protected with a net or blanket. Design and Sod shall be free of weeds,of uniform thickness(approximately 1-inch IInstallation thick), and shall have a dense root mat for mechanical strength. Specifications The following steps are recommended for sod installation: • Shape and smooth the surface to final grade in accordance with the approved grading plan. The swale needs to be overexcavated 4 to 6 111 inches below design elevation to allow room for placing soil amendment and sod. • Amend 4 inches (minimum)of compost into the top 8 inches of the { soil if the organic content of the soil is less than ten percent or the permeability is less than 0.6 inches per hour. Compost used should is. . meet Ecology publication 94-038 specifications for Grade A quality compost. II • Fertilize according to the supplier's recommendations. I • Work lime and fertilizer 1 to 2 inches into the soil,and smooth the surface. • Lay strips of sod beginning at the lowest area to be sodded and 0 perpendicular to the direction of water flow. Wedge strips securely into place. Square the ends of each strip to provide for a close,tight fit. Stagger joints at least 12 inches. Staple on slopes steeper than 3H:1 V. Staple the upstream edge of each sod strip. • Roll the sodded area and irrigate. • When sodding is carried out in alternating strips or other patterns, seed the areas between the sod immediately after sodding. Maintenance If the grass is unhealthy,the cause shall be determined and appropriate Standards action taken to reestablish a healthy groundcover. If it is impossible to 6` establish a healthy groundcover due to frequent saturation, instability,or some other cause, the sod shall be removed,the area seeded with an appropriate mix,and protected with a net or blanket. I4-28 Volume II—Construction Stormwater Pollution Prevention February 2005 BMP T6.13 Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring (undisturbed)soil and vegetation provide important stormwater functions including:water infiltration;nutrient,sediment,and pollutant adsorption; sediment and pollutant biofiltration;water interflow storage and transmission; and pollutant decomposition. These functions i ' are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost,but such landscapes themselves become pollution-generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals,the ` concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape,provides increased treatment of L __— pollutants and sediments that result from development and habitation,and minimizes the need for some landscaping chemicals,thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. It also does not maximize the stormwater functions that could be attained through greater soil depth and more specialized formulations as presented in BMP T5.35, Engineered Soil/Landscape Systems. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost,composted woody material,biosolids,and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise,it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. Design Guidelines • Soil retention. The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall,at project completion,demonstrate the following: 5-12 Volume V—Runoff Treatment BMPs August 2001 l. Retention or enhancement of the moisture infiltration rate and soil moisture holding capacity of the original undisturbed soil native to the site.Areas which have been compacted or have removed some or all of the duff layer or underlying top soil shall be amended to mitigate for lost moisture infiltration and moisture holding capacity;and 2. A topsoil layer with a minimum organic matter content of ten percent dry weight and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. • These criteria can be met by using on-site native topsoil, incorporating amendments into on-site soil, or importing blended topsoil.If blended topsoil is imported,then fines should be limited to twenty-five percent passing through a 200 sieve. • The resulting soil should be conducive to the type of vegetation to be established. Maintenance • Soil quality and depth should be established toward the end of construction and once established, should be protected from compaction, such as from large machinery use,and from erosion. • Soil should be planted and mulched after installation. • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. • It should be possible to reduce use of irrigation,fertilizers,herbicides and pesticides. These activities should be adjusted where possible, rather than continuing to implement formerly established practices. August 2001 Volume V—Runoff Treatment BMPs 5-13 _ I BMP T5.14A.• Rain Gardens Purpose and Definition Land development pr ojects nt p oleos may not be of sufficient size such that it is practical to con- struct engineered stormwater facilities for flow reduction and pollutant removal. However, the cumulative impact of smaller development projects on the natural hydro- logy and water quality of local waters can be significant. To reduce that cumulative impact, small projects (see 1-2.4 Applicability of the Minimum Requirements(0.35))must implement on-site stormwater management BMP's (See 1-2.5.5 Minimum Requirement #5: On-site Stormwater Management(p.55)). Rain gardens are an on-site stormwater management BMP that can provide effective removal of many stormwater pollutants,and provide reductions in stormwater runoff quantity and surface runoff flow rates. ', Rain gardens are non-engineered, shallow, landscaped depressions with compost- amended soils and adapted plants. The depression ponds and temporarily stores storm- ll • water runoff from adjacent areas.A portion of the influent stormwater passes through the amended soil profile and into the native soil beneath. Stormwater that exceeds the stor- age capacity is designed to overflow to an adjacent drainage system. Applications and Limitations Pp Rain gardens are an on-site stormwater management BMP option for projects that have to comply with Minimum Requirements#1 -#5, but not Minimum Requirements#6-#9. For projects electing to use List#1 of 1-2.5.5 Minimum Requirement#5: On-site Storm- water Management(p.55), rain gardens are to be used to the extent feasible for runoff from roofs and other hard surfaces unless a higher priority BMP is feasible. Infeasibility criteria for rain gardens are the same as for bioretention. Please see Biore- tention infeasibility criteria in BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959). Although not required, Ecology recommends installation by a landscaping company with experience in rain garden construction. Rain gardens constructed with imported compost materials should not be used within one-quarter mile of phosphorus-sensitive waterbodies. Preliminary monitoring indicates that new rain gardens can add phosphorus to stormwater. Therefore, they should also not be used with an underdrain when the underdrain water would be routed to a phos- phorus-sensitive receiving water. Design Guidelines Refer to the Rain Garden Handbook for Western Washington (2013)for rain garden spe- cifications and construction guidance. 2014 Stonmwater Management Manual for Western Washington Volume V-Chapter 5-Page 915 A For amending the native soil within the rain garden, Ecology recommends use of com- post that meets the compost specification for bioretrention (see BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959)). Compost that includes biosolids or manures shall not be used. For design on projects subject to 1-2.5.5 Minimum Requirement#5: On-site Stomiwater Management(p.55), and choosing to use List#1 of that requirement, rain gardens shall have a horizontally projected surface area below the overflow which is at least 5% of the total impervious surface area draining to it. If lawn/landscape area will also be draining to the rain garden, Ecology recommends that the rain garden's horizontally projected sur- face area below the overflow be increased by 2%of the lawn/landscape area. Underdrains Ecology does not recommend the use of underdrains for rain gardens. Design and con- struction of an underdrain system likely requires professional expertise. Where a muni- cipality intends to require or allow underdrained rain gardens in areas with initial infiltration rates between 0.3 and 0.6 inches per hour,the invert of the underdrain shall be 6 inches above the bottom of the aggregate bedding for the underdrain.A larger dis- tance between the underdrain and the bottom of the aggregate bedding is desirable, but cannot be used to trigger infeasibility due to inadequate vertical separation to the sea- sonal high water table, bedrock, or other impermeable layer. Ecology recommends that the municipality establish standard design specifications and drawings. Maintenance Please refer to the Rain Garden Handbook for Western Washington(2013)for tips on mulching,watering, weeding,pruning, and soil management. The "Western Washington Low Impact Development(LID)Operation and Maintenance (O&M)Guidance Docu- ment'may be consulted for more detailed guidance. BMP T5.14B: Bioretention Purpose and Definition Bioretention areas are shallow landscaped depressions,with a designed soil mix and plants adapted to the local climate and soil moisture conditions, that receive stormwater from a contributing area. Bioretention provides effective removal of many stormwater pollutants by passing storm- water through a soil profile that meets specified characteristics. Bioretention can also reduce stormwater runoff quantity and surface runoff flow rates significantly where the exfiitrate from the design soil is allowed to infiltrate into the surrounding native soils. 2014 Stormwater Management Manual for Western Washington Volume V-Chapter 5-Page 916 Figure 111-33.1.1 Flow Diagram Showing Selection of Roof Downspout Controls Large native area Yes set aside or high Use Full Dispersion or on-site infiltration? Full Infiltration Systems No Lots suitable for Yes 0. Use Bioretention or Rain Garden infiltration? depending on project size No Criteria for Downspout Yes Use ito Dispersion met? Downspout Dispersion Systems No Connect downspouts to Street drainage system with perforated stub-outs (see Section 3.1.3) a,,,, Figure III-3.1.1 Flow Diagram Showing Selection of Roof Downspout Controls D EPA R 7 UM E N T OF Revised November 2015 ECOL Y 1 Please see hitp:llwiwt.ecy.we.govlCopyrfght.hfmifor copyright notice Including permissions, State of Washington limitation of liability,and disclaimer. ' f i . 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3-Page 451 1 ` i 1I1-3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to 1-2.5,5 Minimum Requirement#5: On-site Stormwater Management (p.55)must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Runoff Modeling for Roof Downspout Full Infiltration If roof runoff is infiltrated according to the requirements of this section,the roof area may be discounted from the project area used for sizing stormwater facilities. Procedure for Evaluating Feasibility 1. Have one of the following prepare a soils report to determine if soils suitable for infiltration are present on the site: . A professional soil scientist certified by the Soil Science Society of America (or an equivalent national program) . A locally licensed on-site sewage designer . A suitably trained person working under the supervision of a professional engineer, geologist, hydrogeologist,or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils (i.e., those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible, then consider a rain garden or bioretention BMPs (the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash (coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system, a minimum of 4 feet in depth from the proposed grade and at 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3-Page 452 least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log,and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the fol- lowing: . 3 feet or more of permeable soil from the proposed final grade to the sea- sonal high ground water table. . At least 1-foot of clearance from the expected bottom elevation of the infilt- ration trench or dry well to the seasonal high ground water table. . The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria for Infiltration Trenches Figure iIi-3.1.2 Typical Downspout Infiltration Trench (p.455)shows a typical downspout infiltration trench system, and Figure III-3.1.3 Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel (p.456)presents an alternative infiltration trench sys- tem for sites with coarse sand and cobble soils. These systems are designed as spe- cified below. General 1. The following minimum lengths(linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles: 20 LF Medium sand: 30 LF Fine sand, loamy sand: 75 LF Sandy loam: 125 LF Loam: 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure iII-3.1.2 Typical Downspout Infiltration Trench(p.455)prior to backfiiling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil 2014 Stormwater Management Manual for Western Washington Volume Ill-Chapter 3 -Page 453 • engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3, 6. Infiltration trenches should not be built on slopes steeper than 25%(4:1).A geo- technical analysis and report may be required on slopes over 15 percent or if loc- ated within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a sig- nificant adverse impact to downhill properties or drainage systems. This is inten- ded to prevent saturation of the pavement in the event of system failure. Design Criteria for Infiltration Drywells Figure III-3.1.4 Typical Downspout Infiltration Drywell (p.457)shows a typical downspout infiltration dryweil system. These systems are designed as specified below. General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious sur- face served.When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious sur- face served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or dry- well sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. 2014 Stormwater Management Manual for Western Washington Volume Ill-Chapter 3-Page 454 BMP C125: Topsoiling Purpose To provide a suitable growth medium for final site stabilization with vegetation. While not a permanent cover practice in itself,topsoiling is an integral component of providing permanent cover in those areas where there is an unsuitable soil surface for plant growth. Native soils and disturbed soils that have been organically amended not only retain much more storr.water, but they also serve as effective biofilters for urban pollutants and, by supporting more vigorous plant growth,reduce the water, fertilizer and pesticides needed to support installed landscapes. Topsoil does not include any subsoils but only the material from the top several inches including organic debris. Cowdigloos of t, Native soils should be left undisturbed to the maximum extent Use practicable. Native soils disturbed during clearing and grading should be restored, to the maximum extent practicable,to a condition where moisture-holding capacity is equal to or better than the original site conditions. This criterion can be met by using on-site native topsoil, i s corporating amendments into on-site soil,or importing blended topsoil. o Topsoiling is a required procedure when establishing vegetation on shallow soils, and soils of critically low pH(high acid)levels. • Stripping of existing,properly functioning soil system and vegetation for the purpose of topsoiling during construction is not acceptable. If an existing soil system is functioning properly it shall be preserved in its undisturbed and uncompacted condition. • epending on where the topsoil comes from, or what vegetation was on she before disturbance, invasive plant seeds may be included and could cause problems for establishing native plants,landscaped areas, or grasses. • Topsoil from the site will contain mycorrhizal bacteria that are necessary for healthy root growth and nutrient transfer. These native mycorrhiza are acclimated to the site and will provide optimum conditions for establishing grasses. Commercially available mycorrhiza products should be used when topsoil is brought in from off-site. .)esigo end If topsoiling is to be done,the following items should be considered: imediagion a Maximize the depth of the topsoil wherever possible to provide the SpecOme pens maximum possible infiltration capacity and beneficial growth medium. Topsoil depth shall be at least 8 inches with a minimum organic content of 10 percent dry weight and pH between 6.0 and 8.0 or matching the pH of the undisturbed soil. This can be accomplished either by returning native topsoil to the site and/or incorporating organic amendments. Organic amendments should be incorporated to - a minimum.8.inch depth except where tree roots or other natural February 2005 Volume 11- Construction Stormwater Pollution Prevention 4-29 �Zcy / •'1 i J et features limit the depth of incorporation. Subsoils below the 12-inch t depth should be scarified at least 2 inches to avoid stratified layers, where feasible. The decision to either layer topsoil over a subgrade or incorporate topsoil into the underlying layer may vary depending on r; a the planting specified. • If blended topsoil is imported,then fines should be limited to 25 percent passing through a 200 sieve. • • The final composition and construction of the soil system will result in a natural selection or favoring of certain plant species over time. For example,recent practices have shown that incorporation of topsoil may favor grasses,while layering with mildly acidic,high-carbon amendments may favor more woody vegetation. I. • Locate the topsoil stockpile so that it meets specifications and does not interfere with work on the site. It may be possible to locate more than one pile in proximity to areas where topsoil will be used. • Allow sufficient time in scheduling for topsoil to be spread prior to seeding,sodding,or planting. • Care must be taken not to apply to subsoil if the two soils have contrasting textures. Sandy topsoil over clayey subsoil is a particularly poor combination,as water creeps along the junction between the soil layers and causes the topsoil to slough. • If topsoil and subsoil are not properly bonded,water will not infiltrate the soil profile evenly and it will be difficult to establish vegetation. The best method to prevent a lack of bonding is to actually work the topsoil into the layer below for a depth of at least 6 inches. • Ripping or re-structuring the subgrade may also provide additional benefits regarding the overall infiltration and interfiow dynamics of the soil system. • Field exploration of the site shall be made to determine if there is surface soil of sufficient quantity and quality to justify stripping. Topsoil shall be friable and loamy (loam,sandy loam, silt loam,sandy clay loam, clay loam).Areas of natural ground water recharge should be avoided. • Stripping shall be confined to the immediate construction area. A 4-to 6- inch stripping depth is common,but depth may vary depending on t the particular soil. All surface runoff control structures shall be in place prior to stripping. f "" Stockpiling of topsoil shall occur in the following manner: • Side slopes of the stockpile shall not exceed 2:1. , ® An interceptor dike with gravel outlet and silt fence shall surround all topsoil stockpiles between October 1 and April 30. Between May 1 11 4'. • 4-30 Volume II—Construction Stormwater Pollution Prevention February 2005 . r • and September 30,an interceptor dike with gravel outlet and silt fence shall be installed if the stockpile will remain in place for a longer - period of time than active construction grading. • Erosion control seeding or covering with clear plastic or other mulching materials of stockpiles shall be completed within 2 days (October 1 through April 30) or 7 days (May 1 through September 30) • of the formation of the stockpile. Native topsoil stockpiles shall not be covered with plastic. • Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet,or when conditions exist that may otherwise be detrimental to proper grading or proposed sodding or seeding. • Previously established grades on the areas to be topsoiled shall be maintained according to the approved plan. • When native topsoil is to be stockpiled and reused the following should apply to ensure that the mycorrhizal bacterial,earthworms, and other beneficial organisms will not be destroyed: 1. Topsoil is to be re-installed within 4 to 6 weeks; 2. Topsoil is not to become saturated with water; 3. Plastic cover is not allowed. Maintenance • Inspect stockpiles regularly, especially after large storm events. Standards Stabilize any areas that have eroded. ry x .y •:g l February 2005 Volume 11- Construction Stormwater Pollution Prevention 4-31 • BiiflP CUM, Mph Visibility Plastic or Metal F:Pnce Propose Fencing is intended to: (l)restrict clearing to approved limits;(2)prevent disturbance of sensitive areas,their buffers,and other areas required to be left undisturbed; (3)limit construction traffic to designated construction entrances or roads; and,(4)protect areas where marking with survey tape may not provide adequate protection. Conditions of Use To establish clearing limits,plastic or metal fence may be used: • At the boundary of sensitive areas, their buffers,and other areas required to be left uncleared. Q As necessary to control vehicle access to and on the site. Design and • High visibility plastic fence shall be composed of a high-density Installation polyethylene material and shall be at least four feet in height. Posts Specifications for the fencing shall be steel or wood and placed every 6 feet on center(maximum)or as needed to ensure rigidity. The fencing shall be fastened to the post every six inches with a polyethylene tie. On long continuous lengths of fencing,a tension wire or rope shall be used as a top stringer to prevent sagging between posts. The fence color shall be high visibility orange. The fence tensile strength shall be 360 lbs.lft.using the ASTM D4595 testing method. ® Metal fences shall be designed and installed according to the manufacturer's specifications. y, t • Metal fences shall be at least 3 feet high and must be highly visible. = ' • Fences shall not be wired or stapled to trees. Ma inteaai nce ® If the fence has been damaged or visibility reduced,it shall be Standards repaired or replaced immediately and visibility restored, 4-6 Volume ii-Construction Stormwater Pollution Prevention February 2005 ,t.F. L i C ii 05 o Stabilized Construction Entrance l'Paopoce Construction entrances are stabilized to reduce the amount of sediment transported onto payed roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. ``. . Conti/dogs tof e Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial, highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Den end • See Figure 4.2 for details.Note: the 100'minimum length of the insane ion entrance shall be reduced to the maximum practicable size when the Spec¢flcer nns size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: • Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM 04632) 30%max. Mufien Burst Strength(ASTM D3786-80a) 400 psi min. ADS(ASTM D4751) 20-45(U.S. standard sieve size) Consider early installation of the first lifi of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • Hog fuel (wood-based mulch)may be substituted for or combined with quarry spans in areas that will not be used for permanent roads.Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. Fencing(see BMPs C103 and.C104)shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume II—Construction Stormwater Pollution Prevention February 2005 • Whenever possible,the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in Standards accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance,or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spans that are loosened from the pad,which end up on the roadway shall be removed immediately, • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C104)shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driveway shall meet the requirements et the Permttinp agency 11 Is recommended that the Winos he crowned so tlhei runoll Ae� drains oil the pat NNMerreebarrooa culvert `v,:o?':Z.:,h \.Y.' , ditch present . •,P of;::;. 4"-9'amity spat Geoteeite s 12'mum thickness Pm**IuA w)dlh at lrgress/egress area Figure 4.2—Stabilized Construction Entrance February 2005 Volume tt—Construction Stormwaler Pollution Prevention 4-9 Yt rrI tiz �r�, BMP C121: Mulching I`'. 15 ., at( Pon os w The purpose of mulching soils is to provide immediate temporary i _°. ; FFprotection from erosion. Mulch also enhances plant establishment by ` ,14,0, conserving moisture,holding fertilizer, seed,and topsoil in place, and i' 'u : 1 moderating soil temperatures. There is an enormous variety of mulches i ;:F 0 that can be used. Only the most common types are discussed in this 1 : : section. ``r^ r"®U��IfIiioo. ofUse . As a temporary cover measure,mulch should be used: • On disturbed areas that require cover measures for less than 30 days. o As a cover for seed during the wet season and during the hot summer months. 'bluing the wet season on slopes steeper than 311:1 V with more than 10 feet of vertical relief. ® Mulch may be applied at any time of the year and must be refreshed - periodically. Data ail For mulch materials, application rates, and specifications,see Table 4.7. ZIds� l� �e® a Note: Thicknesses may be increased for disturbed areas in or near i" Sped-ott-ionr sensitive areas or other areas highly susceptible to erosion. 1111( Mulch used within the ordinary high-water mark of surface waters should be selected to minimize potential flotation of organic matter. Composted organic materials have higher specific gravities (densities)than straw, wood, or chipped material. Meintemarece • The thickness of the cover must be maintained. ; . tanda & • Any areas that experience erosion shall be remulched and/or protected y _ with a net or blanket. If the erosion problem is drainage related,then i theproblem shall be fixed and the eroded area remulched. i = 1 • 4-20 Volume 11- Construction Storrnwater Pollution Prevention February 2005 1 BMP C123: Plastic Covering Purpose Plastic covering provides immediate,short-term erosion protection to slopes and disturbed areas. Conditions of • Plastic covering may be used on disturbed areas that require cover Use measures for less than 30 days,except as stated below. • Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-term(greater than six months) applications. • Clear plastic sheeting can be used over newly-seeded areas to create a f; ' greenhouse effect and encouragegrassgrowth if the hydroseed was 8 Y • �;...,.. installed too late in the season to establish 75 percent grass cover,or if '. . the wet season started earlier than normal. Clear plastic should not be 2: used for this purpose during the summer months because the resulting high temperatures can kill the grass. • Due to rapid runoff caused by plastic sheeting, this method shall not be used upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. • While plastic is inexpensive to purchase,the added cost of installation, maintenance,removal,and disposal make this an expensive material, up to$1.50-2.00 per square yard. • Whenever plastic is used to protect slopes,water collection measures must be installed at the base of the slope. These measures include plastic-covered berms,channels, and pipes used to covey clean rainwater away from bare soil and disturbed areas. At no time is clean runoff from a plastic covered slope to be mixed with dirty runoff from a project. • Other uses for plastic include: I. Temporary ditch liner; 2. Pond liner in temporary sediment pond; 3. Liner for bermed temporary fuel storage area ifplastic is not reactive to the type of fuel being stored; 4. Emergency slope protection during heavy rains;and, 5. Temporary drainpipe("elephant trunk")used to direct water. 4-26 Volume 11—Construction Stormwater Pollution Prevention February 2005 Design and • Plastic slope cover must be installed as follows: installation1. Run plastic up and down slope, not across slope; Specifications 2, Plastic may be installed perpendicular to a slope if the slope length is less than 10 feet; 3. Minimum of 8-inch overlap at seams; 4. On long or wide slopes, or slopes subject to wind, all seams should be taped; 5. Place plastic into a small (12-inch wide by 6-inch deep)slot trench at the top of the slope and backfill with soil to keep water from flowing underneath; 6. Place sand filled burlap or geotextile bags every 3 to 6 feet along seams and pound a wooden stake through each to hold them in place; 7. Inspect plastic for lips, tears, and open seams regularly and repair immediately. This prevents high velocity runoff from contacting bare soil which causes extreme erosion; 8. Sandbags may be lowered into place tied to ropes. However,all sandbags must be staked in place. • Plastic sheeting shall have a minimum thickness of 0.06 millimeters. • If erosion at the toe of a slope is likely, a gravel berm,riprap,or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. Maintenance • Torn sheets must be replaced and open seams repaired. Standards • If the plastic begins to deteriorate due to ultraviolet radiation,it must be completely removed and replaced. • When the plastic is no longer needed,it shall be completely removed. • Dispose of old tires appropriately. February 2005 Volume 11—Construction Stormwater Pollution Prevention 4-27 BMP C140: Dust Control Purpose Dust control prevents wind transport of dust from disturbed soil surfaces onto roadways,drainage ways,and surface waters. Conditions of Use • In areas(including roadways)subject to surface and air movement of dust where on-site and off-site impacts to roadways,drainage ways,or surface waters are likely. Design and • Vegetate or mulch areas that will not receive vehicle traffic. In areas Installation where planting,mulching,or paving is impractical,apply gravel or Specifications landscaping rock. • Limit dust generation by clearing only those areas where immediate - " activity will take place, leaving the remaining area(s)in the original condition,if stable. Maintain the original ground cover as long as I•` practical. • Construct natural or artificial windbreaks or windscreens. These mayryt` be designed as enclosures for small dust sources. I"!;. • Sprinkle the site with water until surface is wet. Repeat as needed. To prevent carryout of mud onto street,refer to Stabilized Construction Entrance(BMP C10S). • Irrigation water can be used for dust control. Irrigation systems should be installed as a first step on sites where dust control is a concern. • Spray exposed soil areas with a dust palliative, following the manufacturer's instructions and cautions regarding handling and application. Used oil is prohibited from use as a dust suppressant. Local governments may approve other dust palliatives such as calcium chloride or PAM. • PAM (BMP C126)added to water at a rate of 0.5 lbs. per 1,000 gallons of water per acre and applied from a water truck is more effective than water alone. This is due to the increased infiltration of water into the soil and reduced evaporation. In addition,small soil particles are bonded together and are not as easily transported by wind. Adding PAM may actually reduce the quantity of water needed for dust control, especially in eastern Washington. Since the wholesale cost of PAM is about$4.00 per pound,this is an extremely cost- effective dust control method. Techniques that can be used for unpaved roads and lots include: • Lower speed limits. High vehicle speed increases the amount of dust stirred up from unpaved roads and lots. • Upgrade the road surface strength by improving particle size,shape, and mineral types that make up the surface and base materials. 4-40 Volume II—Construction Stormwater Pollution Prevention February 2005 • Add surface gravel to reduce the source of dust emission. Limit the amount of fine particles(those smaller than .075 mm)to 10 to 20 percent. • Use geotextile fabrics to increase the strength of new roads or roads undergoing reconstruction. • Encourage the use of alternate,paved routes,if available. • Restrict use by tracked vehicles and heavy trucks to prevent damage to road surface and base. • Apply chemical dust suppressants using the admix method,blending the product with the top few inches of surface material. Suppressants may also be applied as surface treatments. • Pave unpaved permanent roads and other trafficked areas. • Use vacuum street sweepers, • • Remove mud and other dirt promptly so it does not dry and then turn into dust. • Limit dust-causing work on windy days. • Contact your local Air Pollution Control Authority for guidance and training.on other dust control measures. Compliance with the local Mr Pollution Control Authority constitutes compliance with this BMP. Maintenance Respray area as necessary to keep dust to a minimum. Standards February 2005 Volume Il—Construction Stormwater Pollution Prevention 4-41 BMP C160: Certified Erosion and Sediment Control Lead Purpose The project proponent designates at least one person as the responsible representative in charge of erosion and sediment control(ESC),and water quality protection. The designated person shall be the Certified Erosion and Sediment Control Lead(CESCL)who is responsible for ensuring compliance with all local,state, and federal erosion and sediment control and water quality requirements. Conditions of Use A CESCL shall be made available on projects one acre or larger that discharge stormwater to surface waters of the state The CESCL shall: • Have a current certificate proving attendance in an erosion and sediment control training course that meets the minimum ESC training and certification requirements established by Ecology (see details below). Ecology will maintain a list of ESC training and certification providers at: www.ecy.wa,aov/programs/wq/stormwater. OR • Be a Certified Professional in Erosion and Sediment Control (CPESC); for additional information go to:www.cpesc.net Specifications • Certification shall remain valid for three years. • The CESCL shall have authority to act on behalf of the contractor or developer and shall be available,on call,24 hours per day throughout the period of construction. • The Construction SWPPP shall include the name,telephone number, fax number,and address of the designated CESCL. • A CESCL may provide inspection and compliance services for multiple construction projects in the same geographic region. Duties and responsibilities of the CESCL shall include,but are not limited to the following: • Maintaining permit file on site at all times which includes the SWPPP and any associated permits and plans. • Directing BMP installation,inspection,maintenance,modification, and removal. • Updating all project drawings and the Construction SWPPP with changes made. February 2005 Volume II—Construction Stormwater Pollution Prevention 4-47 • Keeping daily logs, and inspection reports. Inspection reports should include: •Inspection date/time. • Weather information;general conditions during inspection and approximate amount of precipitation since the last inspection. •A summary or list of all BMPs implemented, including observations of all erosion/sediment control structures or practices. The following shall be noted: 1)Locations of BMPs inspected, 2)Locations of BMPs that need maintenance, 3)Locations of BMPs that failed to operate as designed or intended,and 4)Locations of where additional or different BMPs are required. •Visual monitoring results,including a description of discharged stormwater. The presence of suspended sediment,turbid water,discoloration, and oil sheen shall be noted,as applicable. •Any water quality monitoring performed during inspection. •General comments and notes,including a brief description of any BMP repairs,maintenance or installations made as a result of the inspection. • Facilitate,participate in, and take corrective actions resulting from inspections performed by outside agencies or the owner. 4-48 Volume p—Construction Sformwater Pollution Prevention February 2005 • BMP C207: Check Dams Purpose Construction of small dams across a swale or ditch reduces the velocity of concentrated flow and dissipates energy at the check dam. Conditions of Use Where temporary channels or permanent channels are not yet vegetated, channel lining is infeasible,and velocity checks are required. L.' ___ • Check dams may not be placed in streams unless approved by the State Department of Fish and Wildlife. Check dams may not be placed in wetlands without approval from a permitting agency. • Check dams shall not be placed below the expected backwater from any salmonid bearing water between October 1 and May 31 to ensure that there is no loss of high flow refuge habitat for overwintering juvenile salmonids and emergent salmonid fry. Design and Whatever material is used,the dam should form a triangle when viewed Installation from the side. This prevents undercutting as water flows over the face of Specifications the dam rather than falling directly onto the ditch bottom. Check dams in association with sumps work more effectively at slowing flow and retaining sediment than just a check dam alone. A deep sump should be provided immediately upstream of the check dam. • In some cases, if carefully located and designed,check dams can , remain as permanent installations with very minor regrading. They may be left as either spillways,in which case accumulated sediment would be graded and seeded, or as check dams to prevent further sediment from leaving the site. • Check dams can be constructed of either rock or pea-gravel filled bags. Numerous new products are also available for this purpose. They tend to be re-usable, quick and easy to install,effective, and cost efficient. • Check dams should be placed perpendicular to the flow of water. • The maximum spacing between the dams shall be such that the toe of the upstream dam is at the same elevation as the top of the downstream dam. • Keep the maximum height at 2 feet at the center of the dam. • Keep the center of the check dam at least 12 inches lower than the outer edges at natural ground elevation. • Keep the side slopes of the check dam at 2:1 or flatter. • Key the stone into the ditch banks and extend it beyond the abutments a minimum of 18 inches to avoid washouts from overflow around the dam. February 2005 Volume II—Construction Stormwater Pollution Prevention 4-75 Use filter fabric foundation under a rock or sand bag check dam. If a• t hlanket ditch liner is used, this is not necessary. A piece of organic or synthetic blanket cut to fit will also work for this purpose. ; ; Rock check dams shall be constructed of appropriately sized rock. K; a�. The rock must be placed by hand or by mechanical means(no }} dumping of rock to form dam)to achieve complete coverage of the _,Yr ditch or swale and to ensure that the center of the dam is lower than the edges. The rock used must be large enough to stay in place given the expected design flow through the channel. • In the case of grass-fined ditches and swales, all check dams and accumulated sediment shall-be removed when the grass has matured sufficiently to protect the ditch or swale e unless the slope of the swale is greater than 4 percent. The area beneath the check danis shall be seeded and mulched immediately after darn removal. ® Ensure that channel appurtenances, such as culvert entrances below check dams,are not subject to damage or blockage from displaced stones. Figure 4.13 depicts a typical rock check darn. Maintenance Check dams shall be monitored for performance and sediment Standards accumulation during and after each runoff producing rainfall. Sediment 'shall be removed when it reaches one half the sump depth. Anticipate submergence and deposition above the check dam and .,( erosion from high flows around the edges of the dam. If significant erosion occurs between dams, install a protective riprap liner in that portion of the channel. r t. 4-76 Volume II- Construction StormwaterPollution Prevention February 2005 t:4,, View Looking Upstream 18„(0.5m) 12"(150mm) ,:Si '�i 1 i 1, &/�\/\/ 7 - o i8p ,o,-�,,o o •U % °;/�i%\24"(0.6m) "` Key stone into channel banks and '�/fir/\//\//.`/ extend it beyond the abutments a '\%,�� .\\i\,- minimum of 18"(0.5m)to prevent —A flow around dam. Section A - A . FLow f 24"(0.6m) a� 0 .ten 0Q� / o o. -- - 8'(2.4m) Spacing Between Check Dams 'L'=the distance such that points 'A'and 'B'are of equal elevation. _ .L, . aii SZ::;,•...o i �POINT'B' -POINT'A '\\//,//,i, NOT TO SCALE Figure 4.13-Check Dams February 2005 Volume II- Construction Stormwater Pollution Prevention 4-77 tr I, `lt BMP C220: Storm Drain Inlet Protection =;. , % .IyR Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Y ` fly,R: Conditions of Use Where storm drain inlets are to be made operational before permanent ., stabilization of the disturbed drainage area. Protection should be provided , tr., for all storm drain inlets downslope and within 500 feet of a'disturbed or - , construction area, unless the runoff that enters the catch basin will be conveyed to a sediment pond or trap. Inlet protection may be used ``` ' ` '' , anywhere to protect the drainage system. It is likely that the drainage rr ,;. system will still require cleaning. ,i. II.,- Table 4.9 lists several options for inlet protection. All of the methods for Y:l!..,':•;. storm drain inlet protection are prone to plugging and require a high '`„ frequency of maintenance. Drainage areas should be limited to I acre or _'''.' ''° -- less° Emergency overflows may be required where stormwater ponding : would cause a hazard. If an emergency overflow is provided,additional IF end-of-pipe treatment may be required. Table 4.9 Storm Drain.inlet Protetiou r ` I Applicable for I Type of Inlet Emergency Paved/Earthen f` '` Protection Overflow _ Surfaces - Conditions of Use_ _ ( ;tiro Inlet Protection 1 Excavated drop inlet Yes, Earthen Applicable for heavy flows. Easy protection temporary to maintain. Large area flooding will Requirement: 30'X 30'/acre occur ,. Block and gravel drop Yes Paved or Earthen Applicable for heav y concentrated inlet protection flows. Will not pond. Gravel and wire drop No Applicable for heavy concentrated '1. inlet protection flows. Will pond.Can withstand traffic. Catch basin filters Yes Paved or Earthen Frequent maintenance required. ••,`• [Curb Inlet Protection 1 Curb inlet protection Small capacity Paved Used for sturdy,more compact ! with a wooden weir overflow installation. Block and gravel curb Yes Paved Sturdy, but limited filtration. inlet protection L_Culivert Inlet Protection __1 Culvert inlet sediment is month expected life. trap - - • i4-82 Volume 11— Construction Stormwater Pollution Prevention February 2005 .f.f. r Design and Excavated Drop Inlet Protection-An excavated impoundment around the i Afi Installation stone drain. Sediment settles out of the stormwater prior to entering the - Specifications storm drain. I• t _. • Depth 1-2 ft as measured from the crest of the inlet structure. r.3 • Side Slopes of excavation no steeper than 2:1. ''' • Minimum volume of excavation 35 cubic yards. t • Shape basin to fit site with longest dimension oriented toward the t't_. longest inflow area. • Install provisions for draining to prevent standing water problems. '•: • Clear the area of all debris. -' ' • Grade the approach to the inlet uniformly. - • Drill weep holes into the side of the inlet. %' _ • Protect weep holes with screen wire and washed aggregate. • Seal weep holes when removing structure and stabilizing area. f • It may be necessary to build a temporary dike to the down slope side " of the structure to prevent bypass flow. Block and Gravel Filter-A barrier formed around the storm drain inlet with standard concrete blocks and gravel. See Figure 4.14. ; ' • Height 1 to 2 feet above inlet. _: • Recess the first row 2 inches into the ground for stability. ' • Support subsequent courses by placing a 2x4 through the block .t opening. • Do not use mortar. 'pi, 8 • Lay some blocks in the bottom row on their side for dewatering the pool. • Place hardware cloth or comparable wire mesh with Y2-inch openings over all block openings. • Place gravel just below the top of blocks on slopes of 2:1 or flatter. ' • An alternative design is a gravel donut. ::: • Inlet slope of 3:1. • Outlet slope of 2:1. • 1-foot wide level stone area between the structure and the inlet. • Inlet slope stones 3 inches in diameter or larger. • Outlet slope use gravel '/2-to 3/4-inch at a minimum thickness of 1-foot. iii February 2005 Volume I!-Construction Stomfwater Pollution Prevention 4-83 i i Plan View A Drain ,='c c' zpo r Grate�`�.�, . o6 6yoo 6Vv`' Ci<7o r,9.0. ', tea e J ,3�q' Concrete -;Th,d".• ).-.:.. 4,r)t--S4• ir r-0,- • ,:i-;3'.•:::1-,'-4,-."•s.,0'Z,I"v7tr, 0 - . -o Block cz-:.;;'ra _-1 4IiIIi,: 2d")I0 oi.]El•g 0l • -",G?, :; y Gravef 4`G�`t'� o c - o Backfill 62 e A �.ye Section A - A Concrete Block Wire Screen or Filter Fabric Gravel Backtill Overflow Water Ponding Height \\\ \\,'�\- x Drop Inlet . �\/, j Notes: t 1.Drop inlet sediment barriers are to be used for small,nearly level drainage areas.(less than 5%) 1 2.Excavate a basin of sufficient size adjacent to the drop inlet. I 3.The top of the structure(ponding height)must be well below the ground elevation downslope to prevent runoff from bypassing the inlet. A temporary dike may be necessary on the dowsiope side of the structure. I _ Figure 4.14-Block and Gravel Filter • , Gravel and Wire Mesh Filter-A gravel barrier placed over the top of the { inlet. This structure does not provide an overflow. i • Hardware cloth or comparable wire mesh with'/2-inch openings. I • Coarse aggregate. • Height 1-foot or more, 18 inches wider than inlet on all sides. • Place wire mesh over the drop inlet so that the wire extends a minimum of 1-foot beyond each side of the inlet structure. • If more than one strip of mesh is necessary, overlap the strips. • Place coarse aggregate over the wire mesh. • The depth of the gravel should be at least 12 inches over the entire inlet opening and extend at Ieast 18 inches on all sides. 4-84 Volume 11-Construction Stormwater Pollution Prevention February 2D05 Catchbasin Filters-Inserts should be designed by the manufacturer for • use at construction sites. The limited sediment storage capacity increases the amount of inspection and maintenance required,which may be daily for heavy sediment loads. The maintenance requirements can be reduced by combining a catchbasin filter with another type of inlet protection. This type of inlet protection provides flow bypass without overflow and therefore may be a better method for inlets located along active rights-of- way. • 5 cubic feet of storage. • Dewatering provisions. • High-flow bypass that will not clog under normal use at a construction site. • The catchbasin filter is inserted in the catchbasin just below the grating. Curb Inlet Protection with Wooden Weir—Barrier formed around a curb inlet with a wooden frame and gravel. • Wire mesh with 'A-inch openings. • Extra strength filter cloth. • Construct a frame. • Attach the wire and filter fabric to the frame. • Pile coarse washed aggregate against wire/fabric. '• Place weight on frame anchors. Block and Gray el Curb Inlet Protection—Barrier formed around an inlet with concrete blocks and gravel. See Figure 4.14. • Wire mesh with 'A-inch openings. • Place two concrete blocks on their sides abutting the curb at either side of the inlet opening. These are spacer blocks. • Place a 2x4 stud through the outer holes of each spacer block to align the front blocks. • Place blocks on their sides across the front of the inlet and abutting the spacer blocks. • Place wire mesh over the outside vertical face. • Pile coarse aggregate against the wire to the top of the barrier. Curb and Gutter Sediment Barrier—Sandbag or rock berm(riprap and aggregate)3 feet high and 3 feet wide in a horseshoe shape. See Figure 4.16.. • Construct a horseshoe shaped berm, faced with coarse aggregate if using riprap, 3 feet high and 3 feet wide,at least 2 feet from the inlet. • Construct a horseshoe shaped sedimentation trap on the outside of the berm sized to sediment trap standards for protecting a culvert inlet. February 2005 Volume 11-Construction Stormwater Pollution Prevention 4-85 Maintenance • Catch basin filters should be inspected frequently, especially after k Standards storm events. If the insert becomes clogged,it should be cleaned or replaced. a For systems using stone filters: If the stone filter becomes clogged with sediment,the stones must be pulled away from the inlet and cleaned or replaced. Since cleaning of gravel at a construction site may be difficult,au alternative approach would be to use the clogged stone as fill and put fresh stone around the inlet. • Do not wash sediment into storm drains while cleaning. Spread all excavated material evenly over the surrounding land area or stockpile and stabilize as appropriate. • • I �t t,• I 1 4-86 Volume II-A Construction Stormwater Pollution Prevention February 2005 BMP C233: Silt Fence Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. Conditions of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows,nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence,rather than by a sediment pond,is when the area draining to the fence is one acre or less and flow rates are less than 0.5 cfs. • Silt fences should not be constructed in streams or used in V-shaped ditches.They are not an adequate method of silt control for anything deeper than sheet or overland flow. Joints in fUter fabric shall be spliced al posts.Use staples,wire rings or 2"x2"by 14 Ga,wire or equivalent to attach fabric to posts equivalent If standard ::::::::::::::::::::: strength fabric used Filter fabric I u-r-u II tJ I(Fii--u-A -- --;i=i;-fl Il�.11=0'•' =_pr _ c 6'max 4"x4"Trench I E J 1 ' �8or3fill 4-1.5' withs nativedgra soil el Post spacing may be Increased or 3/4"-t.5"washed gravel to 8'if wire backing is used 2"x2"wood posts,steel fence posts,or equivalent Figure 4.19—Sift Fence Design and • Drainage area of l acre or less or in combination with sediment basin Installation in a larger site. Specifications • Maximum slope steepness(normal (perpendicular)to fence line) 1:1. • Maximum sheet or overland flow path length to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum average roll values(i.e.,the test result for anysampled roll in a lot shall meet or exceed the values shown in Table 4.10): 4-94 Volume i!—Construction Stormwater Pollution Prevention February 2005 I I C';,1.;., r BMP C235: Straw Wattles r `'�`t' Purpose Straw wattles are temporary erosion and sediment control barriers . ..„ A,:l-<it. s I; :,-.-e: ,,,*:e.i: consisting of straw that is wrapped in biodegradable tubular plastic or ;00,' f `' similar encasing material. They reduce the velocity and can spread the ;� ' flow of rill and sheet runoff,and can capture and retain sediment. Straw 3 ''''. ',7, wattles are typically 8 to 10 inches in diameter and 25 to 30 feet in length. '''--- The wattles are placed in shallow trenches and staked along the contour of .!....! disturbed or newly constructed slopes. See Figure 4.21 for typical construction details. Conditions of Use • Disturbed areas that require immediate erosion protection. 1 • Exposed soils during the period of short construction delays, or over winter months. • On slopes requiring stabilization until permanent vegetation can be established. ii • Straw wattles are effective for one to two seasons. • If conditions are appropriate,wattles can be staked to the ground using willow cuttings for added revegetation. • Rifling can occur beneath wattles if not properly entrenched and water can pass between wattles if not tightly abutted together. Design Criteria • It is critical that wattles are installed perpendicular to the flow direction and parallel to the slope contour. 111 • Narrow trenches should be dug across the slope on contour to a depth of 3 to 5 inches on clay soils and soils with gradual slopes. On loose soils, steep slopes,and areas with high rainfall,the trenches should be dug to a depth of 5 to 7 inches,or 1/2 to 2/3 of the thickness of the wattle. • Start building trenches and installing wattles from the base of the slope 111 and work up. Excavated material should be spread evenly along the uphill slope and compacted using hand tamping or other methods. 0 • Construct trenches at contour intervals of 3 to 30 feet apart depending on the steepness of the slope, soil type,and rainfall. The steeper the slope the closer together the trenches. • Install the wattles snugly into the trenches and abut tightly end to end. Do not overlap the ends. • Install stakes at each end of the wattle,and at 4-foot centers along entire length of wattle. • If required, install pilot holes for the stakes using a straight bar to drive ' holes through the wattle and into the soil. • At a minimum,wooden stakes should be approximately 3/4 x 3/4 x 24 ( inches. Willow cuttings or 3/8-inch rebar can also be used for stakes. I "4-100 Volume i1-Construction Stormwater Pollution Prevention February 2005 f: t,f. Maintenance • Stakes should be driven through the middle of the wattle, leaving 2 to 3 - F. Standards inches of the stake protruding above the wattle. ® Wattles may require maintenance to ensure they are in contact with soil and thoroughly entrenched, especially after significant rainfall on steep sandy soils. "f e Inspect the slope after significant storms and repair any areas where wattles are not tightly abutted or water has scoured beneath the wattles. $` 3'-4' _.r{ (1.2m) --- , Straw Rolls Must 1 ,���'• R De placed Along \A\ �y \ 1-' \, "' Slope contours . A; /\` 1 ° Adjacent rolls shall / tightly abut ''>.• k A;j/ ‘... ''. V', I. 10'-25'(3-8m) ' Spacing Depends ' -:rt on Soil Type and !�'� 2*, Se �diment,organic matter, Slope Steepness and native seeds are 145 +c` /// captured behind the rolls. Y 3"-5"(75-125mm) w• , .`/ \>>4- / . \C's > ' (\---- 8.40"DIA. f ,\,,,. 7 Imo '�� Live Stake 1 1"X 1" Stake y not to scale (25 x 25mm) .i t,\ NOTE: , I.Straw roll installation requires the placement and secure staking of the roil in a trench,3"-5"(75-I25mm) deep,dug on contour, runoff must not be allowed to run under or around roll. Figure 4.21 —Straw Wattles °'C. February 2005 Volume 11—Construction Stormwater Pollution Prevention 4-101 LANDED GENTRY i f LOT 8 IIL' HOMES AND COMMUNITIES I I '{�lj ' 3 GENERAL NOTES I I 3Ut" OWNER: 1 f I LANDED GENTRY LOT 28 I 504E N AVEN WA y�� �'y -its BURLINGTON, WA I I I I 4� � V 98233 F ! 1-{.760)-755-9021 _ - j _ _ _ -- - _ - -. _ - - . _ _ - __ + HUI1DlER LOWER LEVEL AREA- 1.346 SF EXIST.SANITARY UPPER LEVEL AREA- .24 SF TOTAL LIVING AREA- 2.242 SF 214.4 SEWER LINE 652 SF r EXIST GARAGE- GRADE J - I 100.00' 5!TYPICAL 20.k10'- -4200" 38.00" ZONING / I R2-RESIDENTIAL LOW 01N51TY I _ I r 7 SETHACICS: //EXIST.SD I ALL SE78ACK5 IN COMPLIANCE 20,1 ' / C O 9�CTIOt� E%ST.SS WITH CITY CKSGUI NES PROPOGEo 4'O1.4 LOT LIh1E 01000WRDS MIN 5', 15'COMBINED /CONNECT?ON SANITARY SEWER REAR YARD MIN 30' _ 0 55 PROPOSED A"SCH EXIST FRONT YARD MIN 10', 20'GARAGE 1 }rI �l 40 PVC GRAIN LINE GRADE --�. zA.J"',�Po''',P."'�F r,,, N r EXIST HEIGHT. M X. / I °yams - -~r•r �...�,rOr .901r� _ _ -J6,00' i - - 5P' PROPOSED:LINGERS, EXISTING - �- �`1 R. w S _ PROPOSED: STORMQf4AIN 1 Q 3 IN GARAGE,3 IN DRIVEH'AY • LINE(TYPICAL) b 3- f 0 I LOT COVERAGE i I 7 II BUILDING AREA: COVERED ii !^,� V I PATIO I t. } 2.298 S.F. IV I o E LD7,500 S.F. '� ;_ ' I p �' J PERCENT COVERAGE: U m 2,298/7.500=30.6R 1 �`` I ® /J// MAXIMUM A1LOWED;37.5X I 1 PORCH "' gl IMPERVIOUS COVERAGE ' _ I I BUILDING.' 2,036 S.F. LOT 27 �T $TEP$/WALKWAY. 58$,F. PORCH; 153 S.F. or , H -� PATIO: 153 SF. h `6 6 h TO AL: 2.953 S,F. h L. '. h 4.... LOT AREA: I j ��_ 7,500 S.F. If fr • /:TIN 11 2.'," ASfi off' REAR Y9F.TI PERCENT COVERAGE ,/ - .r`tv44A ?Wit! - S 2,953/7,500=39.4X /( a/I,S4nN 1,, 11 NC &-r8.40K aNsi-31-Aoj.' 8i11L !h!G MAXIMUM ALLOWED:48.0X �- -�' RILGHT-OF ul4E T LINE E. I SETBA{�K LINE I I � I I . 1, WEST 10' r • DRNEVAv w 1-- LINE FRONT YARD o GARAGE d BUILDING ' kix SETBACK a I `' toruNE �`` I PROPO ED 4'SCH I4:),00 In AO PVC RAIN HNE ♦♦ `�°�J I `h o ♦ GRAPHIC SCALE o ♦4`♦ I ° $ O 3 6 12 ♦� CONCRETE I ♦ - CUfleB GUTTER �, ♦♦ n • ( JN FEET J �- • - L-.�L{� =yt, I yori z. Scale: I ST = 6 Foot __-- VIM ; p o 2.00'- T Q/�� 22.00' 16.00' , -20P' o T ILms7 °��im aU' � � T 48 NORTH Si 1 I _ c\� ED I CAMPBELL(DINING PLUS 2') "-EXIS LOT LINE �—PRDPOSRAIN LINE J fff WM GRAT 40 PVC DRAIN LINE (Tut te} GRADE EXIST- 3-CAR GARAGE RIGHT SD GRADE I - 20.D0' 42.00' 36.00' ,$ Ss1AH!' I-- - - - --- -- -- -- - - - -- -- - --- - - - - SITE PLAN r - 100.0D' - LOT 9 { I I 1502 LATITUDE CIRCLE � � f LOT 10 I ANACORTES,WA f doe No: PLAT OF"48 NORTH" DESIGNED: LG I � � i I LOT 26 DRAWN: I DA 0 412 0/201 7 1of1 � I I P I bNDSCAPE T f I 4 PROYIE CU TREE (EXISTING OR ADDED) PER 1,000 $Q. FT. OF LOT (B TREES LANDED GENTRY j f. i ' LOT 8 MIN. - VERIFY LOCATION WI BUILDER) W/ A MINIMUM 2" CALIPER (PER CODE, u a LI c s n N D c D.I x c h T I❑s It ; TREES PROVIDED WILL BE A COMBINATION OF DOGWOOD, ALASKAN CEDAR, __ it II,. GENERAL NQTES f = VINE MAPLE I WESTERN HEMLOCK (VERIFY LOCATIONS Wl BUILDER). VERIFY OWNER . I TREES TO BE REMOVED IN FIELD Wi PrLDR. IF APPLICABLE, LANDED GENTRY 504 E.FAIRHAVEN LOT 28 RURGNCTON. WA �I 98233 II I^' PROVIDE LANDSCAPING IN A COMBINATION OF SOD LAWN AND PERENNIAL 1-(360TON, 9021 g �' I •' L. -P - -T. N -_ - - - PLANTING BEDS TO COVER A MINIMUM OF 20% OF THE LOT (1,500 Q. FT.). BUILDING: LOWER LEVEL AREA- 1.346 SF 1' EXIST.SANITARY UPPER LEVEL AREA- 896 SF -t-. _ .� a VERIFY LAYOUT WI BUILDER. --- ---,�_� _-. f- __ TOTAL LIVING AREA- 2.242 SF g j 696 SEWER LINE - -. ,_T - -- - GARAGE-- 652 SF '�L - GRADE SITE j o--= laaaa' TrnrcAL t I 20130' 42,00" L 38.Oa• ZONING: f R2 -RESIDENTIAL LOW D/NSITY P },_ I. .f _ SETBACKS: E3' I I. 1 `ExI5T.5D ALL SETBACKS IN COMPIJANCE - I (LOT O}CTIDt� NECTION PROPOSED 4'CLL YATN CITY GUIDUNES LOTLINE SIDEYARDS LAN 5'. 15'COMBINED tt 6ANrraxr SEWER REAR YARD MIN 30' 1 4 �fI ,,,,. I 1L4T91 PROPOSED 4'SCN • a"' FRONT YARD MIN 10", 20'GARAGE JJ.- -1 _�:,___ .::..r, ---=,, , ..0"r T 40 PVC DRAIN LINE Cr!VF> 4. .i, i' ryy'rm r-- •N "i _ _:coo I' c '°m �. ,�_ - - - HEIGHT": AX. ALLOYED: 35' � y4'%Y I '"�sr'-'L.6... 4 .. _�'.�' 4 J O M1 - _ PROPOSED:UNDER 1 r -�+�r} : r�.e r.r� �� i�:.,r ..r.pir " I PARKING: { I. EXISTING .-� - _ ate.._ 3 IN GARAGE, 3 IN DRIVEWAY O v� j- STQRMDRAIN i' LC r LINE(TYPICAL) I' ` 1 0 ro LQT CQVERAGE P. I r, p WILDING AREA: I 1Lh.J COVERED `e vi '�Ch `` q, 2,298 S.F. +I ���RF� N I "2-11 ^L�� 1F �_...F;, L0T AREA: 7,500 SF. I,. i}� Ij i L... 4 P7,298T/7 500 GE:30.6R yy(( �� rti_L I� f`�' I JUN ` y MAXIMUM AVOWED:J7.55 t. i', I I I 1 P u `1' 4 f l I1. m, I oe l I T eMaH RV(QUSoCOVERAGE LOT 27 I i' I T ' '' ®T g L' '7 ^ y �+ STEPS WALKWAY: 5B SF, . EI I l ICI{4�J 147 133 S.F. 36 SF. 11 { I I o 1 ^ � lr o RAAO; 153 SF, 0 6 2,953 5E I L07 AREA: F. _- _I Ems` ,, q 7,50P S.F. F L I EAST 30' REAR YARD PERCENT COVERAGE. }hG+,Ih YARD G.r BUILDING SETBACK (INE30.00' 2,953/7,500= 39.4X I i � GARI GE - I . MAXIMUM ALLOWED:48.OR gi _ 1 RI uNea SETBA K LINE t! t. �' RIGNT•OFWAY LJNE ! k ' I. DRIVEWAY _ Q wEsr ra' 11 4 '�� . o FRONT YARD IIF i BUILDING I & 1 GARAGE I- U Z SETBACK I I a 4 I LINE II — u in c'l ~ 5 j o L ♦foo LI �� 90P4C DRAIN LINE I9 - F06r o ,• a s GRAPHIC SCALE 2 o • �♦ o O Q I • l GO ( !N FEET ) 1 { CONCREfF i```�^�-' t_.__- -_ I •, tI - { ffor-ta, Scale: i Inch = 6 Feet 1• F. , GURGd GIIfTEft � .-J-----mil- susv,rr r era •� • 1 WM ... o 200''" - __ 2e•__._._ 'F. P 76.00' I --2.00' g 7 (Lot 91, °,Pq4 n vM r `fir 48 NORTH 3! ` I I CAMPBELL(DINING PLUS 2') - -- -- - -, - -- - -- -rl ( 229R LOT LINE -P0OPCDRAWLCN v+ ExlsT aoPvcoswNUNe GRAD 3-CAR GARAGE RIGHT OA 101 I GRADE GRADE - ' 2Q 0' 42.00" 38.00' .s ;;' - - ram( I£aG�PE, PLAt4 . ._ I ya FOo.ao• LOT 9 { f I I 154ANACORT LATITUDE E CIRW LE `, LOT 10 I I I I I LOT 26 JOB Na PLAT OF"45 NORTH' f I DRAWN:MIZIO111111111111011111111111111 i f { DATE: 0410 2 12 0 1T 1 of 1 1 100 dB ` �� 1 �; / ' ///// I Erosion CPnWI hours id pasWrnlfal CansWcWn-[1Yym Maowprs � iINIEMMID / I MEMO _ ,/ r/ K Emsbn Conboi Ent Man.parrenl Predkes Oral be he..par Wo eoccpfed Ore pn P Pder m any mrmelfOl Awl,0. lba empfon ppebq sMt be Nspaobd moo a day and 4.1111 d lo meal the r� !f /` ` C.T.Mea narafissynsbm shallll hie clearmf dully(S•ectlon 9-07.3}Al uistnfga 1� f LOT 8 // 1 a}slert ahelbe dean.toI.¢My'eeNmealyMAMfide9f..m a�pa�wnepgea LANDED GENTRY / 1 6. &latrasshumm7:.:,aaand med.c'411,7ukdmrrc H O YS S h h'D 'COMMUNITIES ....g morns.aaaMmfrked.ddpringrhedaaLLnnNrprd,M Ast I 1 /sdalLLwl moemaas maybe mquLed a„rh as wesh Pod+}"ewse rhalan parts Leas am knptdean Nom"dh elwrc°to f:)=dgeceeva. ABBREVIATED LEGAL D",DESCRIPTION: £MY="6�pe(4}day •,• °�,„> mrnya°a'ygN°zei ��LOT 28 / ( 1 nuww ialdas ••ry�. .fmmadap . .) GENERAL NOTES M;ro Pa aPPT�aatlE^ epwAs(reoCM9,md.r .--ikommAnp.acnj I / - _--- LOT 9, 4H NORTH PLAT& POJ SECTION 22, TOWNs SHIP 35 F. rw �»�a o•to the aapl lea ael aea-. odpn lr,al M unlu o albb rolle.�ad to teondhwNm o,�..nbeumxM OWNER: NORTH, RANGE T EAST CITY OF ANACOf?TE5, 5KAGlT 1 .� pmw.0n r.Iho winter fairs.onwroed...as snail m •-..AM,coo LANDED GENTRY 1, --------- -__ COUNTY, STATE OF,WAS INGTON, A.F. 201705020028, roam a brghnlnB m me eal aaa 4,skka�.� 504 E. FAIRHAVEN t, - { 1 Wants.•nbr rnoaci la N l�•�•,Filh„.1.un.. nla!;,• BURLINGTON WA b(» 1-(36 nln...rwpmied a,ulare rYtolproPnpasumhrga 1-{3sD}-755-spar f INLET PROTECTION r f —` " &-- "•-- -- _ _ _ _ ere as In � - _- / PER C220,BLOCif& / Ek157.SANITARY PROPOSED PERIMETER —" "� " Ha*.alaeaEa.a+on tsnsoa ea.,are_---m'snw•shoo nna 2T4,4 SEWER LINE -�'' banorc.pan p�.sa-r namo�. I�fon.Eaa,say l:�d.a.aee 8U11D1NG . GRAVEL FILTER TYPE ExIS7 SILT FENCING.(TYP}PER dlNemnl .latlem LDWFR LEVEL AREA- 1.345 SF �` GRADE .` BMP C233 / �, iPROP* ED PERIMETER UPPER LEVEL ARE4- 895 SF l / r ' SILT FE CING(TYP}PER TOTAL UVING AREA- 2,242 SF �/ I 2D,b0' / loo 00' '�.\✓/`9 BMP C2't GARAGE- 652 SF r MI 42.00' a' / /1 SITE; INLfT PROTECTION 1 I 38.00 — �!_,c Cf- 248.• TYPICAL EXIST.SDI !J' 0{'DE ZONING: _ PER C220,CATCHUASIN '-"r'i_"`-"'—r_r_.-- a- ..—,._,,._,_. ._.,«�, .....,—,_.--. ,._,�.._ �,. coNH not / 1• FILTER TYPE (( (LOT 9) I EX•T.SS \ ,^_.,"� _ __ ,j RZ-RESIDENTIAL LOW DMlSTTY 1 _ `1` ( ` 000P00ED 4'010. SETRACKS, f . NECTfON ALL SETBACKS IN s:Ai}PUANCf L1T9 SANITARY SEWER r f �fil ; i °ogs�l CSU\G50 RaoPDSEo4^seH LOT UNE t 1 f -_. -# -- — - -- — — -- — I } .- so r s��• N - .� \ 1 0 , fhTl1 CITY GUIDUNES j �'p PROPOSED PERIMETER SIDEYARD5 MIN 5', 15'COMBINED -Ai .fr.wi► r., ,l _„ypi) ��a 50\\, 40 PVC GRAIN UNE �-' CO JSTRUCTION FENCE REAR YARD MIN 3D' / I �. 6.00' ems' 55 — —_ OO — y — /+�l PEP,BMP C9D3 FRONT YARD MIN f0; x0'GARAGE �--— �t"� as.Do' f i EXISTING i--'^ ���s i 10 ,�/ .SIT HEIGHT: LLI STORMDRAMf .. • / 1 - MAX. ALLOWED; .%' I ��_�� PLAC=C AROUNDTION PROPOSED:UNDER �} /f / J LINE(TYPICALI I I i — W FENCING EXISTING + U I {I �Y!! j Q 2 TREE AT DRIP UNE PLUS a'. PARKING: 3 IN GARAGE, 3 7N DRIVEWAY IX 1JSOILTOCKPI E tI ) ' GY\ g 1 LgCATON I I(COVER 1,VIT �U4 5ti0 w PLAS-IC URI G I ���� it COVERED L LOT COVERAGE J 1 Ili ( ilig STOF 4 EVEN) ,4 PATIO / t-y ` BWLOIND AREA: 0 1 Mr 1 I/ I :12 pz 2298 SF. I /' J 9 LOT AREA: 7,500 SF. If �f ~I� =L4CEsILT FENCING oN I �' , ! ! - PB2CEVT'C04ERAGe f'-' 47WN STREAM,SIDE OF -,� - ` 2,298/7,500=308X Q TRIO(PILE,PER 8MP C230 _ _ •1 LOT 27 / ---^ y'— G� PORCH MAJfTMUM ALLOWED;37.5X J PROPOSED P ETER Sp,4 y i T f i `'- 1 IMPERVIOUS COVERAGE 1 / SILT FENCINt. P�PER 'a '` !/�\ 1BUfLD1NC: 2,036 S.F. BMPC233 I b� ( I v`/ aDRi AurWAr. 1.11 SF. I WEST 20' i i I441 FRONT) YARD w LOY AREA EAST 7,50D sF I �,I GA/ GE —_ ' ,REA` .�' PLACE CONSTRUCTION PERO£NT COVERAGE,- 1 I LOT LINE BULL ING / 111 I T� BUILDING 'MACK LINE30,00' FENmIND AROUND EXISTING 2g /7,50i0 r.39.4X RIGHT OFWAY LINE 7 M SETBA K LINE ! THE.'AT DRIP LINE PLUS S'. 1 J I `�+ MAXIMUM ALLOWED,4dOX j 1 PROP ED a-aCHN 777 I 46 PVC RAIN UNE � WEST I D' � ]0 I! v A Q., I v vlJ ,'� �� I +' FRONT YARD ¢ .1/ A r `., I ?I. _ j ' JAI f 1 J,\O w �� l GARAGE - SETBACK 4 I :'��� I. )--s J I , i \I 1 'i -. , I LINE (1 ..[ "ly.J! 1/ {��, 1(?v S 1�� % y� TEAJPORA"Y CONSTRUCTION �' F , 1 l I ( w 8 T iNTRANCI) RBMPC105• 1( ,I' I �.L 11�1 ( (_, j 1 T . Oo I Fi� �,I ( I J p LOT LNIE . i ! ! SIZETOFT 1111114 r 1� I, T-U;1I 'f 'J�i r R My�^ Lo 1r `I � ?r 1� i t�a� ( �J _ ,,i♦ (jar j o Ic,, ca 1 1 \Ff( . CONCRETE I { ��♦ U\.G O o p ; GRAPHIC SCALE ? ' CURD d GUTTER I ,� \4 B 3 I 92 `� - 1 it 1 1 a �• �c�y� r<I• kt WM rpm I 2.00' • • ,.. •-- —.__J I I b ( (Lot 9) 4p%"�f 622.00' I ( IN FEET 1I' 1 ----- `.. �J uy a., b i6.OD',—_-- I 00' o ] PROPOSED PERIMETER %artz. SaaW: 1 f�tah - B Faat !' - _ - §2 �� �.- _ -. ,-• - - .-.- - - -. --, 9 CONSTRUCTION FENCE n.s I - J PER BMPC10a 48 NORTH '? I II - --`{Lot GpAQE LOTURE 4UPVCoE1oNLME _ CAMPBELL(DINING PLUS 2') SDI `j • s MH 20. PROPOSED PERIMETER 219.1 �� CONSTRUCTION FENCE GRADE 3-CAR GARAGE RIGHT ,� -- _-.. 4200'- _r -- - _ -- — -- `. -_ - PER BMP C103_38.00' - I PROPOSED PERIMETER EROSION CONTROL PLAN CONSTRUCTION FENCE LOT 9 PER BMP C103 LOT 10 1502 LATITUDE CIRCLE LOT 2 ANACORTES,WA TOS NO: � PLAT OF MS NORTH" � '` .\ OESIGMED: LG \ DRAWH: I' \ OETe: 07/1412017 r'\ I SHEET 1 of 2 ... LANDED GENTRY Ho SICS AND COMMUNITIES ..!F N1/1! NO l rF s "..:,Di LL GL A'WY 004 L !ANrr/A',2 N. UU/t rl4A 10:J, V:'A 30233 -(360)-755-9021 L(015 LE Et. ARE A- 1, .6: SF l,0.TEfi /VS/A ARCA- .24 SF YDTPI LIMP..AREA- 2.141 SF GARAGE - 6.52 Sr YF'r CAL ZOOS/iv!,: k2- RLOULAu:AL LOW O VA/Cr 0/C fUA. if;w A5LL f. f�..c ;• 'Ex5S/:1' C0MAL/A/•;GC /7!! GF7U/ ' Si9'EYAR{:_I.fr,v 5', 75 C0:.151/'FD i'Ot1 I6: I.:AX AAL//OW r1: C'RUI'.l5FIA.Cl/U`r,' rt.: SARALC. C in,.De.,0Y'iv,Y yh LO T COVE/AGE BrrL.D1r46 ARIA: 2.296 5.F. LL'7 A1('' ' lVvr� " 7,500 �',:,oc Qaf/SO ,h''' . Ov- PCr76IIJ1 IUVCh'7,i: ,79R/7,SOO 7267 h(A0rl,f!Il.r At r 0✓r 0- 77`.A iF,r:nnnn PrroI r fELrI.(-_:, CO l :'�rmiiu cud • 2,035 SF. G. .,,, - , ..r Al SO,,C• 5,C 1 " '�. lis- '- F 1 1 AL 1 • /,00/) S,1. F. �� ' ' p0S0FrLrf r r7V RAM FRA AT�� .,. �� 2 983, /7.5S0= 3H.-:%': 4f.5SV„LS.r AIL O.Y0L7:,,e ie ■nn. kkif1. SITE LOCATION 1 Ship I labor ID9';,1 C;•r ilfv0; .ra:..,//ni, H ' Rau.Juan/1irb„r'+:Y1 • GRAPHIC SCALE B l. 9 6 i2 ANACORTES WA — 1,,i,r: i�r ',ul'r ' f - _'ir►/l - t` IN F1S'ST Harts. Scala: I Inch = 6 Feat • 48 NORTH CAMPBELL(DINING PLUS 2') 3-CAR GARAGE RIGHT . ;Go .gie EROSION CONTROL PLAN Map data 02017 Ooog1a 1000 r" _ • LOT 9 VICINITY MAP 1502 LATITUDE CIRCLE LOT 9 (P133667) ANACORTES,WA 1502 LATITUDE CIRCLE JOB NO: PLAT OF"40 NORTH" ANACORTES,WA DEEIaaED: LG DRAWN: Dare. 07114f2017 SHEET 2 of 2 FLOOR PLAN NOTES: = I, ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED 11. SEE ELECTRICAL PLAN ON SHEET E-I.I FOR LOCATIONS 4S'-0" AA �J W/ OTHERWISE(UVERIFY / / z,N.O.). DIMENSIONS SHOWN 4 SIZES OF EXHAUST FANS. LOCATIONS 4 81 ES READ / LANDED D E D GENTRY N T R Y PLANS. DO NOT SCALE OFF DRAWINGS TO COMPLY' THE WASHINGTON STATE VENTILATION I 18'-2" 5'-lE 4'-0K" 13'-lIE / 5'-9" / INDOOR AIR QUALITY CODE 4 IRC 211501.4 ARE AS ' " ' ' " x 11 3' 3'5H" ' „ 3--0'/, 9' " HUH E S AND C D N!,1T U N T T I LS 2. FRAME EXTERIOR WALLS WI 104 5/B"2x6 STUDS•16"o,c, FOLLOWS, / 4 3W Y 4 Ilh Y 4'Ily / / 3-41h / / 51y TYPICAL KITCHEN, 100 CFM RANGE HOOD(MIN.) ISS'- N" / 2g'SIN / LAUNDRY, 50 OFM(BO CFM RECOMMENDED) 3, FRAME INTERIOR WALLS W/104 6/5"7x4 STUDS a IS'O.C. BATHROOMS, 50 CFM(80 CFM RECOMMENDED) )b" IS'-a" A° W)1/2"GYPSUM WALLBOARD BOTH SIDES TYPICAL U,N O, NOTE ALL FANS ON 20-MINUTE TIMER TYPICAL ELECTRICIAN TO VERIFY INSTALLATION OF GEC)OUTLETS 4. FRAME GARAGE/HOUSE WALL AND GARAGE EXTERIOR IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF _ \ WALLS W/2x6 STUDS a IS"O.C.(VERIFY HEIGHT OF WALL ALL ELECTRICAL FIXTURES W/OWNER AND/OR BUILDER ; Pr ON-SITE PER AS-BUILT FOUNDATION) N I P.T.6x6 POST IS, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWL- I 5 1/Sx8 GLIB (7 TYPICAL) E. VERIFY PLUMBING FIXTURE LOCATIONS ON-SITS VERIFY SPACES/ATTICS TO THE EQUIVALENT RATING OF THE I 24F-V4 DF/DF.- JO1ST PLACEMENT BELOW FOR PROPER PIPE CLEAR- INSULATED FLOOR,WALL OR CEILING THROUGH WHICH I� f25"MN.ERG.Y ANCES THEY PENETRATE Q m lyp2 ' 10 COVERED 6x12 OF-L'OR S 6. ANGLED WALLS TO RE 45 DEGREES TYPICAL UN.O. IS. MOUNT HWT ON PLATFORM IS B "AOVE GARAGE SLAB . PATIO 5 i/ex1O 1/. OLE PER IRC SECTION MI301.3. STRAP HUM TO WALL PER I IB'-O°x 6-5" 74C-V4 OF'OF I (4"MIN.62G.)---'NN 1. DIMENSIONAL LUMBER TO BE HEM-FIR'7 TYPICAL ILN.O. IRC SECTION MI301.7. PROVIDE OVERFLOW PAN AND 3060 66 PIPING PER IRC CHAPTER 25. INSTALL T 4 P VALVE . 306o eH REMP,1 (3)3050 SS B. UNLESS NOTED OTHERWISE ON FLR,PLAN INSTALL 4x6 AND PIPE TO EXTERIOR TERMINATION. INSTALL A 's \ \ \ 11- fl IT lI U II 1 \ \ \ 14F•'1 HEADER IN 2x6 EXTERIOR WALLS ABV,DOORS 4 VACUUM RELIEF DEVICE PER MFR.INSTRUCTIONS PER 60610 SGD(TEM12°.)W) I - SEE NOTE•14 _ �. ., WINDOWS W/R-10(MIN.)INSUL.a INTERIOR SIDE OF UPC 504.E q: 6010 TRANSOM ASV. PANTRY • LINEN JII O g 5'-0" • _ HEADER. INSTALL 4x6 HF•2 HEADER IN 2,24 EXTERIOR N 3 16x9 GLS 24F-V4 DF/OF • ^ -m SOAKING ` p f L\ IL v WALLS(IF APPLICABLE)ABv.DOORS 4 WINDOWS U.N.O. 20. WHOLE-HOUSE VENTILATION PER NOTE.26.WHOLE-HOUSE •� l \�' `. 36" The .�t SEAMS 4 HEADERS TO HAVE 1 1/2"MIN.BEARING TYP. FAN LOCATED IN LAUNDRY ROOM(VERIFY W/BUILDER) N M \ :::„.„.,,je. 60"B14=oLD 'DI-FOLDU.N.O.(BEAMS SHOWN ARE MINIMUM REO'D OR BETTER. - t.�.SIZE 4 GRADE MAY SE INCREASED PER BUILDER'S 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO � 9'-9 la' • 3'-4 V2" K 3'-9K" X2'-II5'y 4'-Oly" - _DISCRETION) BE COVERED W/5/S"TYPE-X Gum AND PROVIDED W! "nN DINING ROOM \ I 'I m ® g WEATHER STRIPPING GASKET(MIN.) - 5. VERIFY PLACEMENT of 4x POST IN STUD WALL BELOW N �' ` tom- V ENDS OF GIRDER TRUSS ASV.all ROOF FRAMING PLAN 22. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION m " m 1 ON SHEET A-4.I AIR DUCT W/MIN,6 SQ.IN.SIZE AND PROVIDE READILY - Q OPERABLE DAMPER, INSTALL GAS FIREPLACE W/OUR. 9 III m MASTER BEDROOM L JO. PROVIDE?xS BACKING IN ALL BATHROOM WALLS FOR 4 COMBUSTION AIR PER MANUFACTURER'S RECOMMEN- -e�, KITCHEN ,. p IIl Q y IP ' I \ 13'-5"x Il'-2" TOWEL BARS,TOILET PAPER DISPENSERS.MEDICINE DATIONS AND PER CODE lT-6'x 10'-O' D a CABINETS,ETC„BTWN,8R1P$, COORDINATE W/BLPR,/ �� �_i \ OWNER FOR LOCATIONS 73. INSTALL UN'MIN.FIBERGLASS-FACED GWB BACKER AT D S �"O WALK-IN m o Li p^ .N O TUB/SHWR.SURROUND W CLOSET `(4 11. INSTALL 1/2"HIGH-DENSITY GYp811M UALLSOARP AT y _ S v GARAGE BEARING WALLS, 24. PROVIDE MIN,22"x 30"ATTIC ACCESS El MINIMUM 30" a�3 m Q •V " -• \ GARAGE/HOUSE WALL AND O _ Q 1 see TYPE-X QUO a GARAGE CEILING TYPICAL(IU/A CLEARANCE TO FRAMING ABv, USE PLYWOOD DAMS U:f� SCREWING PATTERN OF 6"O,C.ON EDGES AND IN FIELD TO CONTROL CEILING INSULATION a OPNG.EDGES - y N 1,4 p 9 5' �' O" WHERE LIVING SPACE OCCURS ABOVE) ` O C p -- - �HOWEIx M 75. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL - _ 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLT WI SELF- AREAS. COORDINATE THICKNESS U/OTHER FLOOR - 4 Al -__- - `��\ \ - N \ CLOSING HARDWARE FINISHES TO PROVIDE SMOOTH I LEVEL TRANSITIONS - `"I' I - I GAS v , -0 4 N n\ \ ARC)-1- • I- I- ` 1 j NWT „H.--.SEE NOTE=18 T 3'-0" I - Q J NRN \(OPT, 13. REDD DECK/PATIO RAILINGS TO COMPLY WITH IRC 26, 70 COMPLY W/7015 WSEC SECTION R406,2,THIS HOUSE (T I I PER ` ry\ S SECTION 312 IF DECK/PATIO SURFACE IS 30"OR MORE (2,163 SO,FT.)WILL NEED 3,6 ENERGY CREDITS, TO 3 Q 2'-1f'h" 11'fJ'ii" 4'-2" INC 13'-11" 5'-316" Ills" ABOVE FINISH GRAPE WITHIN 36"MEASURED HORIZON- ACHIEVE THIS,THE FOLLOWING OPTIONS HAVE BEEN .' m m'L / / STOR. ® '� 1305.3 'r "J TALLY AT THE OPEN BIDE(VERIFY ON-SITE) SELECTED FROM TABLE 406,2, 'p f6"x 14"CRAWL"---J \ O $_4 R_ 36'VANITY y OPT.le L5 CREDITS), EFFICIENT BUILDING ENVELOPE. a1 SPACE ACCESS - _ 14. EGRESS WINDOW DIMENSIONS,CLEAR OPENING 4 SILL SEE NOTE"IS FOR INSULATION VALUES. rvD j = a GUEST PWDR. 4V _� 3 Z -5EE NOTE'll -- HEIGHT TO COMPLY W/IRC SECTION 3f0.1(VERIFY W/ OpT.2e(1.9 CREDITS): AIR LEAKAGE CONTROL 4 hI W V \ A ROOM WOW.SUPPLIER AND/OR MANUFACTURER) EFFICIENT VENTILATION. REDUCE THE TESTED AIR . ` j E z0 LEAKAGE TO 1.6 AIR CHANGES PER SOUR MAX.I ALL `� z W LIVING ROOM 15. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE WHOLE HOUSE VENTILATION REQUIREMENTS AS DETER- 'S Q Q g IX ENERGY CODE AND IRC CHAPTER II IS AS FOLLOWS: MINED PER IRC SECTION MI5OT.3 SHALL DE MET W/A y IG'-0"x 14'-0" 3•-gy" I 6•-4� 2'-S I/ FLOOR: R-38 HEAT RECOVERY VENTILATION SYSTEM W/MIN.SENSIBLE I") 'n FURR DN. I N`.et E•12.1 m _ WALLS: R-21(R-IO MIN..HEADERS,TYP.) HEAT RECOVERY EFFICIENCY OF 0.96. WHOLE HOUSE d CLG.TO H'-0" I / (1 CEILING, R-49 fR-ES IF INSUL.DEPTH IS MAINTAINED FAN LOCATION IN LAUNDRY ROOM(VERIFY U/BUILDER). \ \ m ___ =-, \ 2 OAR GARAGE = .N TO OUTSIDE FACE OF EXT.WALL) OPT.30(I.O CREDITS), NIGH EFFICIENCY HVAC EQUIPMENT, F-"F - ENTRY y� V9'-1"x 71'-5" DOORS, W,TPO MAX,(ONE DOOR UP TO 24 S.F. USE GAS FIRED FURNACE W/AFUE 94%, S 4-6 4x6 POST-� . m EXEMPT PER R402,3.4) OPT,5e(,5 CREDITS), EFFICIENT WATER HEATING, ALL - = .O WINDOWS: L.,25O MAX.(UP TO I5 S.F,EXEMPT PER SHOWER HEADS I KITCHEN SINK FAUCETS SHALL BE RATED a N Q in Q R402,3.3) AT LT5 GEM OR LESS.ALL OTHER LAVATORY FAUCETS "' SEE NOTE'S(TYPICAL) M GLAZING. 416.E S.F..16.5%OF FLOOR AREA SHALL BE RATED a 1.0 GPM OR LESS. \ \ \ .FT--II IUI IJ•JI Ily„ Ir I FURNACE TYPE, NATURAL GAS FORCED AIR(VERIFY 2313060 SH 3 W/BUILDER) II LAUND I p REFER TO TOYS WSEC CHAPTER 4 RESIDENTIAL ENERGY I FORGET 3.I 1 6-O x"I' �,I EFFICIENCY AND IRC CHAPTER 11 FOR VERIFICATION OF yx 6x8 THESE VALUES 9 I� L 3IF•2 Q y 1 RAILING PER BUILDER I I - y--- I (COASTAL 2 ELEVATION ---- n '�•3040 SH I 16'-0"x T'-O"OVERHEAD GARAGE DOOR IA, MIN.REQ'MENT FOR ATTIC VENTILATION IS AB FOLLOWSONLY-S_E NOTE•II) J 4x1T HF"7(MIN.)ENTIRE LENGTH OF WALL (CALCULATED a I/300lE OF ATTIC AREA PER R806.2 EXCEPTION 2), \ \ 1..., C71fm1 ''� �y \ \COASTAL I, ,�14 [-7 [_] P-T,bxb POST WRAPPED PER BLDR. V T.O.(8 C AWL L 4x6 CEDAR ARBOR SEAMMINIMUM REQUIRED: 9TUSS SO.IN. (W/IA"x IA"MASTIC-APPLIED STONE-If3-GAR GAR., I,PTI,2S SQ,IN.l u" 16'-6'xs" 26T" SPACE OR TH OUGH (FOR COASTAL 2 ELEY,ONLY) COLUMN BELOW FOR COASTAL 2 '� ROOF(VERIFY .SLOP.) ACTUAL PROVIDED: 1,453.55 80.IN. ELEY,ONLY). TYPICAL(3)PLACES _ 16'-O" / 5'-6" / (3-CAR GAR., 1,655.60 SO,IN.) VENTED BLOCKING, 433.55 SO.IN.(44 a 5.426 8Q.IN. 5'-114" 3%413" " 3'-415" / 4'1114" /7'Sly"/2'3"/ EA.) I6'-SI5" 4-615 3 3" 3-1" 2-1' IS'-O" 3cAR GAR, 521,60 SO,IN.166 a /2 1 1 .5.425 SD.IN,EA.) 22-6" / 20'-2"RIDGE RIDGE VENT: 1A20.00 SR.IN,(BE L/F•12 SQ, IN.PLF) 4S-0" / 3-CAR GAR., 1,125.00 SQ.IN(94 OF a 17 SQ.IN.EA.) COASTAL 2, MINIMUM REQUIRED: -C SO.IN,(2ACAMPB LL (34R GAR., I.011.28 SO.lµ,) MAIN FLOOR PLAN ACTUAL PROVIDED: 1333.55 SQ.IN. SCALE, }/4" I'-O° 1,346 SQ.FT. (3-CAR OAR.: 1,511,18 SO.IN,) VENTED BLOCKING: 433.55 SQ.IN.(46 a S.425 SO.IN. ("__'1I _3LAR GAR, 521,80 SQ.IN,(66 a 2,242 80UARE FEET TOTAL J''Vryi` SSI � • *,4 8.425 SQ.Ik.EA.) GARAGE: 433 8.F, R10GE VENT: 500,00 So.IN,(15 L/F a 12 SQ. IN.PLC) FRONT PORCH: 114 S.F. MAIN FLOOR PLAN 3-CAR GAR., 554,00 SQ.IN(52 BACK PORCH: 144 S.F. �� -Li LT*12 SQ.N.EA.) NOTE, FOR 2.-0"DINING EXTENSION,ADD 16.85 SQ.IN.OF BLKG(2 EA,)/24 SQ.IN,OF RIDGE VENT(2 UFO- I JOB No'. CAMpeELL FOR 4'-0"DINING EXTENSION,ADD 37,10 SQ,1N.OF BLKG.(4 EA.)14S SQ.IN OF RIDGE VENT(4 L/F). CITY OF AN AC RTE DESIGNED LG y /{-/ DRAWN: JRIBJ DATE: 6/08/2017 SHEET A-3. 1 WA ti V I �� LANDED GENTRY y HOMES AND C O M M LI N 1 T I ES • k IMEENIMEMIEWAI 1B'-554" / \\\ 4 4 uu/ l N. {4 t'y1 , 1} CO EREo I � 9 F'•TIO '� Y 1 COVERED pp 10'-0" 0'-0" 4 PAT10 4 m 18'-0'x 2'-0" 1 o i 3• • 3N 3060 EH I= rl'r I \ \ is 6p610 gGD{TEnF�rr _ _ 3060 SH� 3060 8H 6010 7R61'NBOH�.Gy. 60610 SGD(TEMP.)W/ }III JJ ._ _= 4 6010 TRAN90M ABV. ir- 1 41 } 1 3'-0" I J _ }} f S fOPT.) I 11. I \L 2. i...1.,- KOOM , Y DINING ROOM_\—,i[ \s m IT.x 13-8" m �I may[ _- -- 3 GAR GARAGE '/' -- r _-- l0'-0"x 11'I° 34 1/2'HIGH 2.4\\\\ MI- 'r1` 94 1R"5,.' 1x4 Ella r WALL BELOW ,, i Mg= WALL'= •W Hd! 0 I min416.11 1 , slW KITCHEN m . K rf;EN HI!1 11__ eA[ a0 I =1111 ihri O 4x7 WF•7/HIH.I ENTIRE -\-9 ' -�— ry ' .�_ LENG OF WALL r\— J I �! — _ j'9•—O"x l'-0"OVERHEAD \ GARAGE DOOR P rv` 1 I 616" H,-0,. / J'5 10'-0" f \\\,, , OPT, 21-0° DINING EXTENSION OPT. '-O" DINING EXTENSION 3rd CAR GARAGE OPTION SCALE: 1/4"=I'0" ADD 81 so.FT. SCALE: I/4"-I'-0" ADP 75 5GL FT. SCALE: 1/4":I'-0" ADD 220 50.FT. r' CAMPBELL �j MAIN FLOOR PLAN OPTIONS ,SUN 14 2411 212330 CAMPBELL CITYNACO IMAM: LG !`4 �•y 1 oaawH: JR10J DATE: 6/08/2017 SHEET A-3.2 WA • • 1 . 4B'-0" LANDED GENTRY x IB-0' " I2'-0" IS-0 0" II NI F,S A N I) E.0 AI M U N I I I ES 14-5 / 3'-10' / (a'-0" 1- 6'-0' / 3'-614" / 14'-514" \ PORCH LINE BELOW I I 1Sr St Sr = p to 0 1� S 6x12 PF.07 OR I 5 I/9x9 GLB 5 I.13x10 I/2 GLIB I 24F-V4 DF/DF 24F-V4 DF/DF I 4x6 PF-L•7 Ex10 DF.L'2 (2.5"MIN.BRG.) (4'MIN.B GJ \ \ _ WALL LIKE BELOW - \ \ \ 4x6 HF'2 1 I4x6 FIF'7 N9 R jig r�( 3030 Si-(TFMF.) '1 GIRDER TRUNK pER TRUSS MFR, - 4x6 HDR,ON EDGE Pc —I----. L_�_—.L_ u 2 I x ?! -7�17t.. -- ---- - -, ���a� �_ Wl mil S--_a N �3�-3-515' 'Q Q UPPER _ N _—_—_ ____. \ \ \ - 6.-9"WALL NOT.\_\ ' Aiy) \ \ \ \ �FLQOR- N ®.S 'SI�e x m 1 4 � ?� yf 1� _.uL a m 40 _ 0 0 A \'\ Y 17"x 30"(MIN.) ( v r._ _—_ —,,.pg_—_—_—_—_ro" �� ILL .p' O 4TCIC ACCESS`_— `�I 3 _—_ —22u .—_—.—_—. a—=_ � � B [7 v ON NOTE'74 �F-PROOM'7 '�-� - ' S I 1 13'-5"x 13'-0" W y U 0 "3 ON SHEET A3.11 - 1 _ �' V --- • -- -- ---- ----� Q q :1+0 - 13mR00M•T 3 "? -_ (OVERALL/ �j :Ln(3 9 F }(051117 1 iv , '"r, m o Z k` IS'-9"x 13-0" \ \ 1 m N d'4 7 g Fl n Q Es ID \} Id ` ��•H} �,9EE NOTE 48 S'e/ 4'-315" I, 3'-A' fl'8"/ S'-II" 3'-33i.4, 3'-31." {{{''''1'-10✓a" y •K-& W N� O $ r_—_—_—_—_—_n,_—_—_—_—.__. _ IV c SHEET AS.1(TYP.1 h y .} '1 is' C 1 1 k.p id Qu 11I I O _ _ �'----------- rx _ p. LOFT 60"B -PASS -- v= _—.—_—_—_—_—_—_—_—_—_� A (OVERALL) ram- 1�CL09E-r d5.L Y ry ,.— _—_—_—_—_—_—_—_—_. F \ \ 6'-9"WALL HGT.� I EHF.l.F1i OP wI� \ \ 22"x 30'(MIN.J ATTIC 'Q -—-^-�•� k ACCE59 PANEL W/� _ SNLYS.OR DOOR- r._ t.—_—_—_—_—_—_—_ •—_— I LOCATION)vt 1 =- - _=_______ _ __ Igd 1 . 4x6 14DR.ON EDGE Siv_ CTYP.EA WOW.) 6'-9 I/2"HEADE 0011 _ Y II—III� II it-- 1 I== -" —_— _ I V4 4x6 HF'7 ITTP.EA.WDW.) ail I 4x6 AK'S {7)2x17 HF'7 s ---°a \ WALL LINE BELOW �1~u (4)3040 914u� u~� - \ =1 1 FLR..19T. I �11 10 `'IJ 6x6 HF'7(MIN. 9 S I- III il 1J L GIRDER TRUSS PER TRUSS MFR. _ � 4x6 HF'7 1 C 4x12 HF'7(11IN.) \ PORCH LINE BELOW WALL LINE BELOW \ \ \ , 4'-IIN" / 3'-414" , 3'-41'5" ! 3'-415" A 4'-1111 b-UE" A' l-1015' / 14.-0" 10-o" 144-0' / / / UPPER FLOOR FRAMING PLAN 48'-b / SCALE: 1/4"=1'-0" NOTE: ONLY BEARING WALLS BELOW$14OUIN UPPER FLOOR PLAN SCALE: 1/4"=1'O" .996 SO,FT. CAMPBELL g—Nii I 1 L5 I UPPER FLOOR PLAN & UPPER FLOOR JU t i 017FRAMING PLAN aoeHv CAMPBELL '+�'#� y ,��L'A �+ DESIGNED. LG Ci 1 i OF Ai+A ORTES DRAWN. JR,BJ DATE. 6/98/2017 SHEET A3.3 WA lithiggligillill 48 NORTH PLAT (Sc PUD Skagit County PAudllor :S1613,004OpJ1 AUDITORS TIFICATE � � • 5/Z/Zpg7 Page 1 of 399:40AM RECORD OF SURVEY AT Tiir.%E�UFRI'''OF DALE K. HERRIGSTAD SECTION 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. F I `j'"' '*4-. ;_ CITY OF ANACORTES, WASHINGTON `'' IV-4 P t1'� 1 1 R � GENERAL INFORMATION rq`", k, "'''% , '`;- SKAGIT COUNTY TREASURERS CERTIFICATE DEDICATION �. \ a,,, ,, 1. Assessor's Account No.s 350122-4-004-0000, P31681.. Y '' ' 2. Description and exception information is from the 3rd I certify that all taxes heretofore levied and which have become a lien upon the Know AD Men by these Present thgtr' K$Gff STATE BA*, ntprtgage liblder, and P P 48 NORTH ON FIDALGO ISLAND, LJ err. zittm ofhereby p Revision to Subdivision Guarantee, Order No; 153377-OA, lands herein my office,�d hove been fully paid and discharged accordin PAP + hand tlotted, records of up to and including the year of 20 /7 . tsOFFIC /IAL C declare this plat and dedicatef,;t°ise e u ;io nipublic'.pd'rposesrcots and nsist consistent dated March 7, 2017. J f avenues shown hereon and+} + w P!k PrP 3. This property is SUBJECT TO and TOGETHER WITH nd e �. o ,;. � with the use thereof for iblic hwa`��„puc�+a^es ,}�'e..,ar with the right- to make easements, reservations, restrictions, covenants and other Ceitifie this 7I day of , 20 1( . f- imia� all necessary slope for cut; a 1 +11s u n 9xe:.,let's anti blocks shown hereon in instruments of record including but not limited to those the original reaso a rare 4IAf suc ,stt'kety and avenues shown hereon. rr�rr� + 9 P9 v, instruments referred to in the Subdivision Guarantee � � The Owners andt��t `" aivelk�al �loims for damages against elr sigh i rue.y'y!. 4:._}.,-• 9 9 referenced under Note 2 above. Said report lists documents Skagi Coun rea rer e�*�� which may be a�Ca=".natlit=o`lh"st Lfl�oc��.j5t pres�erties by the construction, recorded under Auditors File Number AF 732440 (Avigation /p sEAL drainage,ft,461,moat-f; p ka: rttg,d'kind or area. Easement), AF 200807220033 (Record of Survey), AF CITY OF ANACORTES APPROVALS Of1,11a4`1 •�i.,� ih . '1.,:'' 'kind 201607050142 (10' wide Puget Sound Easement over new The Planning om I ion of thy City of Anacartes meeting in regular "'x� r utilities), AF 201612060089 (10' wide Puget Sound Easement session on ?�1 did find that the 48 North Plot & tiK ='` over new utilities), AF 201612190147 (Covenants, Conditans PUD serves the public use & interest & has authorized the Subdivision �{ `1 :r° , and Restrictions on adjoining property) and AF 201702240096 Administrator to execute its written approval. V WI RTH ON iiD1 • IS'VifJD, LLC (access and utility easement over Lot 17 as shown on the r; s. 4. Plot). Deed of Trust recorded under AF 201605130083 Signature of Planning Director .i;'' G.,,44'"`,RW9 ,1 '., • YS:'{ (Skagit State Bank). Approval by the„Cp ncil of the City of Anocortes, WA, this "' \ 4. Residential Low Density (R2). day of 11 I C�VI. 0 4 , '? SiAzzIT 1kT.E' ANK 5. Water Supply: City of Anacortes. /� f 4 6. Sewer Disposal: Cityof Anocortes ATTEST: CityClerk .-A,)IC( Y Sat e of Washington P ,,'''''"'' , ;, g 7. Storm Sewer. City of Anacortes �oY.s"0,,, ',,, County of Skagit ""���� �1 - I Examined a approved this Z� day of AN lL 20 ,.:,.r I gartafy that I know of have satisfactory evidence that 1\3j/a c}Il r1 rdi�1 / k. ', 44,,,;,;&o;�s1`gned this instrument, on oath stated that ./she/) wa /ore) authorized to execute the Vt 1 1. `i' xl instrument and acknowledged it as the t'YYPnn r of City a new t iy ' 48 NORTH ON FIDALGO ISLAND, LLC to be the free and Oyu '. Aft Zit' voluntary act of such party for the uses and purposes mentioned in the instrument. . ?- `1, Given under my hand and official seal this 2't' ' day of 1 , 20l'7 'ti. '�R a, �i. ''"v r'-`' Notary Public in and for the State of Washington Name printed ' T''1nV1nL. UJGL1iV7r 0 rWEL1 '.• 4. S, '7 Residing at JAY1ACOViLS WA • `ss xA;•F-9:, NOTES -� '' ,:�- My commissions expires �4/t/2.018 :„,.op 5 1. Subject to Declaration of Covenants, Conditions, .4 •- ,- ,".,E*,k i Pu6 sa ;te= . Restrictions, (CC&R's), recorded under; r' ,rs T.=N�'•4, qo`;Q!`` j'J '���ry a F WO,`.,,` AFN [�� r�JvL JIJ l r. `=.4.. �rilHi �- ;{x ' MD MONUMENT IN 4,, c_ 'k. a° , . .' CASE WITH COVER 2. This plat is subject to the Tree Preservation Plan doted I U8 20'0 " ,v- , 2-19-2009 August 12, 2015 and recorded under; 0 '• . 2610,39' f-I IA fix= L:,,:� `� 65260 652.60' A State of Washington AFN r ! oo930 ' �} i4 �` In --ti County of Skagit Q y,r,_m-q.. M�j A R cy c\i --cc; I certify that I know of hove satisfactory evi ence that T slac-I Fredltt►-,.1 ifs rq� q - �: Ed p signed this instrument, on oath stated that h /she/) g /are) authorized to execute the 3. The PUD reference number PUD-2015-0003 and date of IF N-' xi; .. ;I " cfl S 8839 46' (AZ i� instrument and acknowledged it as the of approval shall be included In all deeds and contracts. 4ii, to O SKAGIT STATE BANK to be the free and PP t` s, ^ 655.36 655,36' O voluntary act of such party for the uses and purposes mentioned in the instrument. s. ' M LOT 2 ; v Y ��.vV Given under myhand and official seal this Z� dayof April , 20 t'-f r.. � - V n` tv 4O 4. View Protection Covenant under Auditor',= ,; ",,;_ ^,-„.p ? ,r,•�CO CO- I�� N Notary Public in and for the State of Washington H11,,, File No. _,:d��,_,,, ;.v' ` IA,,„ :,: =� �y% O I� N Name printed e1- rim D L Yn-kt1tVey- `,, `Hlgwy To be acorded a-1 Lake clGfe. ,, `', '" e" r,,. o / ^ Residing at AS10.LOr�tS 1t�A a��= 6%OHE{p••Fp'! a. �' E: `s L/ co '' g �`t.useSxsay4"". e ''`5 x "• Noe• -`; „ °t.00 . V/ 504.12 658 ik• .13' co J My commissions expires LLA /2-DL$ _":. o o o � .I'".T;' ,. S 88'59'17" E i� '' 812.14' -' cn ui• q ��` n '.. .rig:= ,.;'' .tf1 1 1./ Z ',,lF s�?-' k, I1 '•1ri� 1t '. 0i 1316.26 `�I S 88'59 17" E ',,,,OF w,P,,, , A'''. . - �' 1316,26' w. ~ :, A 1/16TH HER SURVEY 5I CER I EIO 1 kIn D6 CORNER d Hof Wasti.. I hereby c tif)n'that the 4L: North PIA+ & PUD is based upon tf- d- i og ar4 oc t4ial SU rth.ft and subd$isi,n performed by me or under my !n END MONUMENT IN m sups vish.n 'Av Seetiom 22/To nship 35 North, Range 1 East, cq �, 278 p CASE WITH COVER F'mar rt e 5 tsft 0. scours eat dpdistances the land (7f- Vic•.,•,__..•:. la;:,�,. W.M.;',helot�°lr, a � CALCULATED CORNER 2-19-2009 Qwr_rnxo tall •,�su'. w>;pH �_„f"�r'courses arid distances are shown ci} O A. �5i orrszti,0,n' le ground; and that I have complied with the / 1327.27' co 1327.27' 22 ■ 23 OWNER/DEVELOPER LAND SURVEYOR ,S 'E "G " '` 4,c statutes and platting regulations and that N y �`� 48 NORTH ON FIDALGO ISLAND LLC DALE HERRIGSTAD PLS 2.4-20f 7 ¢Writ„con , I monuments have been established at each S 89'37'49" E 2654.53' 27 26 a,. �:7 6;, `', d c rolling corner of the parcel of land being PO BOX 319 4320 WHISTLE LAKE ROAD �� ► [r SECT 22 TOWNSHIP ANACORTES, WA 98221 ANACORTES, WA 98221 t,= ', trye SHEET 1 OF 3 60„K -,.,, `+a'F`li.DALE'K. HERRIGSTAD, P.LS. JI Certificate No. 27807 35N1, RANGE 1 EAST W. v, PUD-2015-0003 PW #10-005—DEV uA:. s"w ---,:.�,. Date JrY f SCALE:r�l7 DWN BY: DKH SCALE: NOTED 0\I E HERRIGSTAD ENGINEERING & SURVEYING GATE: APRIL 2017 4320 Whistle Lake Road, Anocortes, WA 98221 (360) 299-8804 JOB 2015-53 48 NORTH PLAT Sc PUD IIIINPRI SECTION 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. Skagit Cnur k°'yk: ..i4. $'BB.°° 5f2/2.1147 9rr "�,2 r. 311:40AM CITY OF ANACORTES, WASHINGTON ... ;1 ,1„ EASEMENT NOTE P31583 LOT/1 SHORT PLAT ANA 98 002 [ LOT 3 P3I682 \ I F' °"mac j ,I"'" Vic„ AF#9806220012 I .,E ' M1,,r A PSE EASEMENTS UNDER CURVE TABLE. . "`` G. 'N,,-,,,,..4�"_: '',k` ' AUDITORS FILE NUMBERS aP / 0 N 88 39 46' W 316,28' -- - - " 5 n. ai 'ix. �: 201607050142 & o ` • �' w:'`" �� -3523' 75,12' _ 75,59 ,, r VP2C LENGTH DELTA ANGLE 201612060089. �4. / 4v/ o -20' sE1i1ZK - (- - `V 133 ' NUMBER RADIUS ARC LENGTH ➢ELTA ANGLED ' NUMH f FRADI' C�� . . 4- c,,,..•� S '. 10' SETBACK 7 - Cl 670.00' 83,10' 7'06'23',.,. • C2 -' 80.00''Ais ,�,� 30,43' 21'47'32' ° t f0' PRIVATE '1 , v� a h • c c 30' SETBACK 4 C2 67,50' 165,72' 140'40.,„ , `'w< �USn` ?AV' 141` 5,15' 3°16'54' 14 q C.?h`34` �DQ" S9 ESMT } z r r d a `.�_ QS SC 3 C3 57,5D' 89,13 88°4f41,_- _" 7tC _ '0� 52.06' 33'08'26' 2 N C 7861 SF 10,690 SF [ t;Y 111 ,. ' c� $. CO aG /o / :. G4 57,50` 90.09' 99°46 t�..' '�, " 3b'u�4: ,�Af500 29,15' 18'33 35 I 114101 C5 67.50' 64,77', .c `+" 58" %;'' kn,= d" hcf / 'r 8007 SF 11408d a [ '54° '._, 647.50' 39,20' 3'28'07 �-' ' c°°/ r• N 88'39'46' W C6 670.00' 83.13'''i, "" Ted` 4`� �` `'..."G3 20,00' 111,06' 28'48'20' } �\,\\'`�,�, ID' PRIVATE'`? -s_ h'6I 10' PUBLIC 112,28' I C7 687.50' 1 3',' ' " &�44. yr, 33 20.00' 22.64' 64°50'58' r i Y. ' r,�c" P la.\ / /SS ESMr1 d` r unLITY ESMT C8 687.50' ,5s 3 09� ' • :� C34 20.00' 26,36' 75'31'21" �\�� .1F�p�, r �� p�� / ��5~ C16` ` P 5 I C9 50,00„ 12 �6+' f$ 'kook:,,k J, C35 20.00' 6,33' 18°07'56' R�� S P � � lJ` s 7755 SF/ ,k 1 $Q92 S W C10 40.061 L 62." e1 8 g 8 J" C36 647,50' 39,01' 3'27'06' pp�� a '"W\I Fr\ '2 ® v�//�` G� ti C11 40,f }"_ 62.67 4t >>89' _t�i' C37 522.50' 69,86' 7`39'39' a d' �/\ 9''�• �% c., cij\ 114141 I C12 6 'c 18,11' 20°45X09' C38 522,50' 20,00' 2°11'35' �pJQ � SF \AGA �qj,''2, o-\`''. e/,''i6 .lp� C2 \� N 87.47'58')W C .:�w A,...,00' r '11i29,87',¢ 34.13'48' C39 522.50' 125,40' 13°00'15' ti0 �] t (/ J r 20/G'S �\` n\ a,� 4. crr a e. .. �p2 4 \c' O d, ♦ / \g ,-. C9 \ -, 86,60' 3.€.0 0,00' ". 15-2 w All. .1" 0 22'24.53' C40 552,50 80,82 8`22 54' ��p� ���2a '`°° P y5a°1, s �;F�6.,`�if� 034 22.58' % SETBACK [!� ir,Cl 9D.00,,�1�c 6 �: 4944 3I'• C42 670.D0' 34,52' 2°57'07' S•P ' PC 1�/ rT-Dca�\�vv/ K° Aso, op ROW 17.51'%/� �\ �1 6 k E I / ,.,?.r O' f RO 1 m,011,-.,''r,,yy" 7''Ir. 90.0 1 30,00' 19'06'DO' IP I ��, oti C, 4 30 1 7682 SF � r LINE TABLE t Qs p V I 4 „ '`,;C F3, ?o-¢�.9.1 ' 30,16' 19'12.00' �-s 0- M I n�w / 22 F '1' ../ / 8155 SF + .I 11416I , I .�s'` ''',1.-LL '6J9"�'k,,,.=.-130,.. '�'" 30,02' 19'06'36' a�� 2°' g ,,,- 'P 7558 SF �,.3- I�N a ! r I NUMBER BEARING DISTANCE *5%y'2j SS �r (0-/ti ��.;.: // 41 , 8- 114171 N 87'. 05 [4, C.4•0 8 0 39.50 24'10 27' 1. N 29°29'13' E 17,30 / NO LEGAL FOUND 0 '.2- s 21 ro c'r- 1610Ac-; i �� ' ,, - I x r7 7.50 RoI �! %"C 80.00' 33.75' 24'10 07' L2 N 29`29'13' E 17,30' ''P✓�,2 00 "/ ' 0.•; 5 S 88'59'17` E "OW :,,:aw,44,, '.j `,, !r • , s, W 1 e� v i C 80.00' 34.21' 24'30'00' L3 N 34 46 17 E 34,11' WI 8129 SF ' / 22.50' -'C6 '8-.7 /*.. 113.37' .p. '� .1 3 80.00' 16,55' 11'51'16' QI / RoW O F 9 0 10' PRIVATE 'i ,E",, tNti ,,.,,,='1 L4 N 60'33'11' W 20,02' _ © 116081 G"O 7.60' ,, i E si/ SS I. SD ESMT I • `'ale. YL+k as"C24 B0.00' 23,74' 17°00'00' L5 N 39'30'43' E 22.27' 10' PUBLIC---// RO,. -i o „ 1-fi" 750Q ""'',, G25 80.00' 30,02' 21'30'00' UTILITY SMT / C)''1 / o [ 29 '"; � : C26 SO,OD' 4T,16' 29'28'39' L6 N 39'3D 43" E 22,22' 4 6 TRACT Cz I�', 14]8 I IL7 S 88'59'17' E 40,64' • I 7/.6'.!✓/ / o`/�/ 6552 SF 7 04191 SF I � ,;,. fN~,�. s;.r , NOTES LB S s4°3D'43' W 16.82' S 68`59'17' E S 88'59'I7' E 1 P56562 1 20 [I go "� v! f16,27 f 1I3.3T ', I w 'sd f4 II 1.r SET CONCRETE MON WITH BRASS CAP IN CASE WffH COVER. Ll 10' PUBUL p '-- I CU I �,. 2.0 SET RE-BAR AND RED CAP PLS. #27817. 7500 SF I I nl f UTILITY 23 [ [ 20 :k"{ I. 8 I 3.0 FOUND EXISTING REBAR AND CAP MARKED PLS #9569 OR AS NOTED. • © 10' PRIVATE' . ESMT o O $ o f o VISITED 1-4-2017. 8287 SF o [ r4 7500 SF SS 8 SB.ESMT I n [ ^ iTj "SF Its. 4;- ,SYi [ w 4. EQUIPMENT USED: CARLSON CR2 2" TOTAL STATION. • 4 ^ D6051 I N, �!'9 ^ 14201 5. ALL CONCRETE MONUMENTS WERE VISITED ON 2-1-2017. 6�'2�, I I " y tea;,. �I z, Fu 6. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. >.810o. ��(✓ S 88'59'17' E I S 5 E`"`%J. I "rr_,e�-"1 N 87'47'58' W ni 7. SURVEY METHOD: STANDARD FIELD TRAVERSE. A 0 117.78' - F. �' � 100,00' '" 8. BASIS OF BEARINGS: Record of Survey, AF 200164030053. 19 o o . e' ` '°" -10' PUBLIC cta 9.=ADDRESSES SHOWN ON PLAT. �� ON 7500 SFflI Im 24_^,".'°""y' yjr [ 1 g1 UTILITY ESMT 10. SEE SHEET 3, PUD AND PLAT CONDITIONS #2 FOR BUILDING SETBACK I�'{� '', , IN n1 Q C3 REQUIREMENTS. Jw 0 6041 N _ S o n 818? 5 :,'. d `;t•; g I� 4 . CI fe462I ^ I� 0 ^.r110.` F it-- i 1 7500 SF1 h �i- 1 501 [ I 115021 C7 3 N 1jcp 0-1v X ^ 22.50'117.5{;, .4 `. x 1 'BB'59'17' E I a I o s aa�s9' • E w [ [ OFFSET PROPERTY CORNER NOTES O ROW ROWS., IA bAS*�, n 1 N 87'47'S8' w Lr1•ir. 113.37' u y D 18 o , 1,,. 4� qm 7°' 10 REBAR & CAP SET 1.00' S 32'20'S8" W OF r� �p M I� 4 �L.a '- '0 0n W -I [ TRUE CORNER DUE TO FENCE. W F. .. 26o �781 SF x a2fr4 '"„ I y 0 REBAR & CAP SET 1.00' S 1'20'14" W OF fir . . y [� ' 8175 SF I� TRUE CORNER DUE TO FENCE.( I ^ rn 116D21 I.1" S.*'., ;=a )0' •" _ ^cu I 1505 In 7518 SF ® REBAR & CAP SET 0.75' N 1'0'43" E OF Sk l „ q d 20',* [ ' K z I �/ of 05041 IA. ^ TRUE CORNER DUE TO FENCE. ,,,,,Lr,rrr,r»„r,r,rr",,,,m,rr,,,,r,>r,r,rrr, ' T 10' SETBACK i N N 88 59'1".7.W '''s 1 -- �! SY ® REB432 & CAP SET 0.50' N 13'21'22" W OF = I r' ' 74,35' HER 4. 74,19' ! TRUE CORNER DUE TO FENCE. .........,.Rp 921Ei- O3 N 8 `47'S6' w a _F:,.os wA".....PJ fNA REBAR & PRIVATE 20' SH -D' / ® REBAR & CAP SET 1.00' S 62'27'00" E OF S' ��� 3�,` EATfTUDE CIRCLE /�Q� 109,56' 1 '' TRUE CORNER DUE TO FENCE. (D=�.4/4 f' a ie e CAP HERRIGSTAD UTIU]�_,..TA !,= r 7 \- , - 6,/ems *�,� C !•' ;r w'\ N 88'S9'1T w f48,54' / 11 f ® REBAR & CAP SET 1.00' N 5B'29'41" E OF ��/. ..� �4 l/ 1 "�= ems. L'\ 4" [ Q- TRUE CORNER DUE TO FENCE. ti ;,,, '' - 'T , i.N. : s}" 4 3518' B0,00' 29.36' C2 �' s`}�s> 8054 REBAR & CAP SET 1.00' S 2'12'02" W OF _ �'n+ni� s s = SF ' f1� °1= L5---- - -L 'o� 2 0• ^ CORNER DUE TO WATER METER BOX. ‘ : 10' SETBACK 10' PUBLIC \ '- 115D6) ;r'�p. V� ' in ,UTILITY ESMT 'r�}�6,I6,�9A �'j° I "'nn"rnnnrRaftreo arnnmmnmum"� 4. y 1- ° 17 LA 16 w 15 w 14 w 13 �,. fi�� N B7 4rse" w P5' 7 . !-'-.F441. o =N 7617 SF r� '� 94,51' ti, _ � 0 8092 SF ,� 7930 SF 8000 SF o OWNER/DEVELOPER LAND SURVEYOR 'T '''''',N.„+ " "_ �� __ 115181 W 115161 w 15141 �, " 115121 1-' IQ 12 I GRAPHIC SCALE 48 NORTH ON FIDALGO ISLAND LLC DALE HERRIGSTAD PLS `" ^' I 3 8849 SF[ m 25 0 25 50 100 �"ti %,,, `""'� '« 30 sETBacx� - - - PO BOX 319 4320 WHISTLE LAKE ROAD r"' '''''.4., ..,,,y " ;Ia •Id 11510I - ( IN FEET ) ANACORTES, WA 98221 ANACORTES WA 98221 `; nx," 75A0' �'-' ]0' WA ESMT `. tis ,L 89.0B' 0 80A0' I I 1 inch =5D ft. �� '!it B0.00' 76,06' z 103.98' f 34.0 TPOS p�', ' _ N 1/16TH Of S 88.'5' 17' E 504,12` / SHEET 2 OF 3 a1'r `"Pi ,'I,- #" ,-," CORNER *NO STRUCTURE ON / ",r. "it jf .1'"- LOT 15 SHALL BE CLEARIDGE DIV.II ti x v- P82597 P82596 TALLER THAN 25' AF#8204220013 / PUD-2 0 1 5-0 0 0 3 P W #16-0 0 5-D E V `k'd„ ;ka` c I [ FROM THE NE / P82593 ! ,..._ .,�'' I CORNER. P82595 P82594 / / DWN BY: DKH HERRIGSTAD ENGINEERING & SURVEYING SCALE: NOTED 1, GATE: APRIL 2917 4320 Whistle Lake Rood, Anocortes, WA 98221 (360) 299-8804 JOB 2015-53 . 48 NORTH PLAT & PUD ii►ii .,i :!.l; �i►1gi Skaglla�,nSyaRl{i hfR, °'•'H S1ee.0a SECTION 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. FR017"'�Page 'C',.,. 3 rf 311:40AM CITY OF ANACORTES, WASHINGTON `` W PUD AND PLAT CONDITIONS `i�el ▪ ",,, - .;',.r 48 NORTH PLAT & PUD UTILITY and ACCESS EASEMENTS & DEDICATIONS LEGAL DESCRIPTION N. h„=,�_., w � PUD-2015-0003 1. An easement is hereby reserved for and conveyed to the CITY OF ANACORTES, That portion of the South 1/2 ale e, east I/, oi'4he Soifli t,4i 4, of Section 22, Township PUGET SOUND ENERGY INC.(A.F. NO. 201607050142 & 201612060089), FRONTIER 35 North, Range I East,VIM.,,ellino utheasNy of "IisJRROWS 8A�'ROAD', EXCEPT the `COPPER All parcels within the subdivision are subject to the "Findings of Fact and COMMUNICATIONS TELEPHONE COMPANY, CASCADE NATURAL GAS COMPANY, AND MINE ROAD' along the East°4pe fereof,._ WEPT ti5 ;folihoing described tracts: Conclusion of Law" as adopted by the Anacortes City Council on the 21-st COMCAST CABLE TELEVISION COMPANY and their respective successors and ordp '`„ "` •hlr.Y day of March, 2016. The following Conditions were required to be assigns under and upon the front ten (10) feet, or as shown on the plat, of a.) Beginning at te�Sou' least' rner q#«`'the Souttkei o&lhe Northeast 1/4 of the Southeast 1/4 identified on the face of the Plat. front boundary lines all lots, tracts and spaces within the plot lying parallel with of said Section; Y 'e N. t5, ;e' ▪a and adjoining all public street(s), us shown on the plat, in which to construct, thence North 81:1'54064( sftplong e §teprlin9earsaid South )i of the Northeast 1/4 of the 1. (FF #10) The lots in this subdivision are subject to applicable water, operate, maintain, repair, replace and enlarge underground pipes, conduits. Southeagf'9r4, 30.#B felt* W aline ofrtfie "COPPER MINE ROAD'; sewer, and stormwater general facility and hookup fees and transportation, cables and wires all necessary or convenient underground or ground mounted then4 colinud,;lortf,8A16.`]t4 "',lest 76Wl,,8$'feet; fire, and park impact fees. These fees are payable at levels in effect at appurtenances thereto for the purpose of serving this subdivision and othere.kience'3Flori4T 1 `29'Vas34' et to the North line of The Southwest 1/4 of the Northeast the time currently inf building gsfwer atnissuance swater latecomer chaer rg sfrom maythose fee levels propertyo iterth electric, thegas, streets,hhots, tracts other and spacesservice, oll times for her with thethe 'i' 1/s oflet3n�u`fecerlf4: andiete3 true point of beginning of this description, said point being -dine fdorthwdgt ce''oth,gf that''slcertain tract conveyed to the Port of Mecartes, a municipal purposes herein stated. n . 2. (FF #11) ZONING INFORMATION: ti po ,on, Llie reaRject July 22, 1968, under Auditor's File No. 716164.; Underlying Zone: Residential District (R2) 2. A 10 foot private storm drainage easement across the North boundary of s_, th`el e Ti n sc'T trp point of beginning run South 2'11'29"West along the West line of said Part Zone's Minimum Lot Size: 7,500 Square Feet Lots 2, 3 and Tract B as shown on the plat is hereby reserved for and ` of A'ism trac g�ldistance of 15 feet; Gross Acreage: 7.48 Acres (included 1/2 abutting ROW} conveyed to Lots 2, 3 & 4 f or storm drainage to service lots 2, 3 &;*.`"i'r..; 1ee 'i thence e4esK.parolle�l with the North line of said Southwest 1/4 of the Northeast 1/4 of the Net Acreage: 7.20 Acres which to construct, operate, maintain, repair, replace and enlarge up ergtg�und_'?: -, Southe t 1°4 to the Easterly line of the 'BURROWS BAY ROAD'; pipes, thereto for the purpose of serving the lots herein. The m i teR8nce',t f ''15,,, '"tfitn*� lg'{'hedy along said Easterly line to the North line of said Southwest 1/4 of the Northeast Zone's Maximum Density: 4 Dwelling Units (0U) per Gross Acre R responsibility by 41 e .1 4 afv'1he Southeast 1/4; the improvements to the easement will be the res onsibili of a. Oared Density Calculation: 4 DU 7.48 Acres = 29.92, rounded to 30 DU a i. '. „k .- Proposed Lots: 30 Lots +1 Community Park the benefiting lots. r. A 4.; in'ae East along said North line to the true point of beginning. • '; -',1., �?� Sig SETBACKS: 3. A 10 foot private sanitary sewer easement acros yidirN hwE t n Jndary of ,l° b.) Beginning at the Southeast comer of the South 1/2 of the Northeast 1/4 of the Southeast 1/4; Front Yard: Lot I and Tract 8 as shown on the plat is hereby?ease a fdh.,arf,,cofl:ypye,dr,„.' thence North 88'59'46" West along the South line of said subdivision 30.00 feet to the West line of to Lot 2 for sanitary sewer pipes to service lot .... .cli't ,c' t t, ;�`F For lots 3-17 only, the front setback is 10 feet for the residence & 20 e y the 'COPPER MINE ROAD', and The true point of beginning; feet for garages. operate, maintain, repair, replace and enlarge unperr round pipc+t fo3 the thence continue North 88'59'46"West 781.88 feet; All other lots must meet the 20 foot front yard setback for the R2 Zone. of serving lot 2. The maintenance of the lmproRen%_ents to the teas'meet will be the responsibility of lot 2. e le er a; thence North 711'29' East 669.34 feet to the North line of said subdivision; Rear Yard: �:;a "`":� � a; �e ' thence South 88.40'23' East along the North line of said subdivision 760.00 feet to the West line of For lots 3-17 only, the rear setback is increased from 20 feet to 30 4. A 10 foot private sanitary sews &stprm ika ihelgelcgas:nr,,+� 'cross the the "COPPER MINE ROAM`; feet. West boundary of Lots 27, 28,, -46 a r.sho'lwn Z th& li.j 'hereby thence South O'15'59"West along said road a distance of 664.96 feet to the true point of All other lots must meet the 20 foot rear yard setback for the R2 Zone. reserved for and conveyed to its 27, 2s;.2 &�-f nary sewer & beginning. storm drainage pipes to service'ilI�o is 26, 27. 2I 29 & 30 in which to Side Yard: construct, operate, maintain, repo'fr lace and)ien(brge underground pipes for Situate In the City of Anacortes, County of Skagit, State of Washington. All lots shall meet the R2 side yard setback requirements for the R2 the purpose of serving the lots heF ri The msiint.; once of the improvements Zone. • to the easement will be the responaitfldfiared by the benefiting lots. 3. (FF #15) A homeowner's association shall be established and be 5. A 10 fo : rivate sanitarysewer &° orprir'drain❑ a easement across the 'ioi 9 responsible for the maintenance of the bioretention swale (Tract A, West bound`n c Lots 1 conveyed8, 19, 2 21 &,f 17, A as shown on the plat is P ) hereby resew fu'�r, and to Lots 17, 18, 19, 20 & 21 for sanitary IMPERVIOUS COVERAGE LIMITATIONS landscaping buffer (Tract B) and community park (Tract C). sewer & storm;; ro age pipes w service lots 17, 18, 19, 20 & 21 in which to Based on the storm water design far the plot the total impervious coverage for each lot is 48%. cgtraemc#, opera , rittdfntain,e4p¢'rr, replace and enlarge underground pipes for 4. (FF #19) Pursuant to AMC 16.50.120 (D), the applicant shall record ,e,purj5gse of seiWingleth 'jots= ,erein. The maintenance of the improvements notice with the Skagit County Auditor's Office which provides a public td t e,:keasfK11ent wfff,be"'(hcAi sponsibility of and shared by the benefiting lots. record of any approved tree preservation plan and conservation areas; the x 'keel, ..e. � application of this title to the property; and that limitations on actions,,, 6. :.A120iof &`'el fbd public water main easement on and across Lots 12 & • or affecting the property may exist. See recording number on sheet ': 13*Is s r1:16.* .thgf`plat is hereby reserved for and conveyed to the City of {;, , Ana or-s ,frf wh,c`irf"to construct, operate, maintain, repair, replace and enlarge 5. (FF #20) This Subdivision is subject to the Tree PreservatisoY"`I'ff14r, vei unde'flgroad pipes for the purpose of serving this subdivision and other property 9 Dated August 12, 2015. Retained Trees shall be maintains� y .tho,� ~lg ' Ith *oar service, together with the right to enter upon the streets, lots, tracts owners, unless approved for removal by the City of Anaco tbo..'' '' ,• d s ap�"s at all times for the purposes herein stated. 6. (FF #21) The maximum permitted height for L91;,15 ebeletbe restrict fry %.,,,,`-' access and utility easement on and across Lot 17 is described in to twenty-five (25) feet from the high point of t4(b rhoope4y 'al existing r ! Auditor's File No. 201702240096- grade. n',,,. N. ' -k.., vl. ff R' :,,,,- ',, ',.``v �, .,,,,_„ F 8. Tract A is hereby dedicated to the City of Anacortes as c storm drainage 7. (FF Modifications) Lot coverage is .g8Ilfied`'�from Re,FZune. ir " atriet;!<*''`:" conveyance and water quality treatment facility. Tract A will be maintained by maximum of thirty-five (35) percent oirAaximeen of''i first• seven and the 48 North Home Owners Association and the City of Anacortes. The 48 one half (of thirty-five . rr+ •1;, 4-y 'ta„ North Home Owners Association maintenance and upkeep requirements are ref, :% ,r,a ;, '1,, identified in the recorded Declaration of Covenants, Conditions, & Restrictions. ` s, z pis' ' See Note #1 on sheet 1 of 3. All other maintenance and upkeep Is the 07 tea. Yt�: responsibility of the City of Anacortes. `.d'r 'r. ads., ''• 'II, ct1 #�l 9- Tract B is hereby dedicated to the 48 North Homeowners Association for the r `ai,; '�x 't ,, purposes of landscaping and landscape maintenance. lien eAr,74,,,�` 't% ii..' S xsr�. �'r" :,, 10. Tract C is hereby dedicated to the 48 North Homeowners Association for the n` "=1;., 'tti, »mr meriunuuuuuInumnun. ifi'' Sri''' Len. ' .'=3 t, purposes of a Community Park to be maintained by the Homeowners Association. a Fr a, '.. � 11. All common retaining walls will be the responsibility and owned by the 48 4. ar wris;.�ty _ + f aA IA E„ North Homeowners Association. A 5 foot wide easement across Tract C and Lot ...-.= �,.. ':• _ r " It, ¢ i 30 for the length of the wail as shown on the plat map is granted to the / h } '`'� i1j f �t Silt �. =k ,f' ' Homeowners Association for upkeep as identified in the recorded Declaration of �� I • i / r y '' aror. it P P r,/.`I • •1 _ "' ,," Covenants, Conditions, & Restrictions. See Note #1 on sheet 1 of 3. r_ 2>B0>o .. - 1, _ OWNER/DEVELOPER LAND SURVEYOR _ `���LAB i•�4r Len S, Soy^.'a°:vv, V��y ��'-:, � - .r.F' '. ,S ,:.. ak �_ �.: � 48 NORTH ON FIDALGO ISLAND LLC DALE HERRIGSTAD PL5 ,,,,, PO BOX 319 4320 WHISTLE LAKE ROAD _.r. _ 1 ' '4.• ANACORTES, WA 98221 ANACORTES, WA 98221 SHEET 3 OF 3 *,, 'i, �'cc. '5. ; i, , ''y� 'qt. ,..R,' Vt 4' , ,, PUD-2015-0003 PW #16-005-DEV '= to ' ..._.,_. ' OWN BY: DKH HERRIGSTAD ENGINEERING & SURVEYING SCALE NOTED DATE: APRIL 2017 4320 Whistle Lake Rood, Anacortes, WA 98221 (360) 299-8804 JOB 2015-53 =n`" %.,.— -- .O :_ City of Anacortes Invoice/Permit#: BLD-2017-0312 , 904 6th Street LL Applied date: 06/14/2017 P.O.Box 547 .. Anacortes, WA 98221-0547 Issue date: 07/2112017 - Expire date: 01117l2019 �� /_�� (360) 293-1901 Job Address: 1502 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct single family residence per approved plans Owner: 48 NORTH ANACORTES LLC Contractor: Address: 504 E FAIRHAVEN AVE Address: BURLINGTON WA 98233-1846 Phone: Phone: License#: General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 2,046.55 Lot Area 7500 Plan Review Fee 1,130.26 1st Floor Square Footage 1383 Mechanical Permit Fees 114.65 22nd Floor Square Footage 896 Plumbing Permit Fee 153.00 Garage Square Footage 653 State Building Code Fee 4.50 Porch Square Footage 262 Sewer Inspection Fee 50.00 Building Valuation 288000 Storm Drain GFC-Residential 1,550.93 # Forced Air Furnace <=1,000 1 Sewer GFC-Residential 9,206.33 #of Backflow Devices 1 Park Impact Fee 615.00 #of Bathtubs 2 Traffic Impact Fee 900.00 #of Clothes Dryers 1 Total Calculated: 15,971.22 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #_of Gas Outlets 5 Total Due: 15,771.22 #of Gas Fireplace 1 #of Gas Piping 1 #of Gas Water Heaters 1 r #of Water Piping 1 #of Hose Bibbs 3 � to . a + —, #of Kitchen Sinks 1 rr rr 1-. i to B M 1• , S #of Lavatories 4 #of Range Hoods 1 `j #of Showers 1 g .. NI _ •n #of Slop Sinks 1 m #of Ventilation Fans 4 ,. #of Water Closets 3 2 ✓ -.1 I ▪ 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 D4S, OW IF:j CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED_. A, HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PFt`OVISI ONSI OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN (It. T, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTJ-I t y�TATE._OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT IS U Y T A!". 3t ., CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 1502 Latitude Cir. Owner: 48 North Anacortes LLC Constructed by: Landed Gentry Construction Building Permit#: BLD-2017-0312 Date issued: 07/21/2017 Use Zone: R2 Dated: January 18, 2018 --- 7 ...--7// Authorizing Official: i INSTALLED INSULATION CERTIFICATE RO P.O Box 2921 —,41011411r- Office: (360) 424-51 Mt.Vernon WA Fax: (360) 428-5C PM In InkiRMATIIIII & SIEBVICIES L We certify that the following residence has been insulated With the following materials: Flat Attic Blow . VALUE R-49 Flat Ceiling Batts unblowable VALUE R-49 Slope Ceiling VALUE R-38HD Exterior Walls VALUE R 21 Crawl Space VALUE R-38 Address: 1502 Latitude Circle,Anacortes.WA Certify.by : .Se irg l a- 1-0-2,CtAiter Date Installed December 2017 Title Manager , I ENGINEERING PW# + ir V0P: Justin Symonds, Pubic Works Inspector Title POBOX547Calculated by JUSTIN SYMONDS DATE Ceil: (360)661.3547 Checked by DATE E-mail: }ustins@cityofanacortes.org FAX(360)293 1938 Sheet of SCALE 1111 III ■ II ■ iI 11114 ■ ■■■ ■.. ...■■ ■■ ■ ■ ■ ■ . , ipiiimaiNI ■ ■■ ■T_Lgi • ■ •■ is Ea ■ Tie 1 ■ ■ ■1 ■ ■ it ■ 111 I ■ ILIIII■ 1S ■1 ■ CF. n. a ii 1 um 1 ■ ( mpg.....„. ' ■ ■■ ■ III r- --sir,r., T . ■ ,. , L 1 ,, r, 1 . i IIIN . _NI _ IIII1 ■ AL11.1114 II ■lig ill . I ENGINEERING Pwit o Justin Symonds, z�_ Pubic Warks Inspector Title �. P.O. BOX 547 Calculated by JUSTIN SYMCNDS DATE „1 ,e ANACDRTES,WA 9822# �, `r Cell: (360)fifi1.3547 Checked by DATE E-mail: j usti ns@cityofa Waco rtes.org FAX(360}293 1938 Sheet of SCALE I I - Mil II li r 1 ILI - ' IIIII ill iiII ,Jpi ■ ■ r III ■ II ■ ■■ ■ ■ ■ __ .r -um • . 11,1 -- 11.- •1 - l 1 _,L, • ■ .■ ■ rquipil ■ "Immo NUIIIIIDI . ► ✓,7 mibpirdo rilapmpai. ... FIN111611 agium.in- ill_ Mlle lilt l'- .111k_.1, 11614111. ■■ 6 J l' 111 Illami g aP, lali 1 iiip 'i-- ' I It A. -m -- 4i- II i I ■ ■ __ ■■ ■ ■ •_ p -_ I'I 1MIIIIUF.■ : � •1 ■■ ■ ■ ..._ HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.l.,P.L.S. Anacortes,WA 98221 (360)299-8804 July 31, 2017 Paul Ingals City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 i5 a dr3- Subject: 1 4!Latitude Circle Lot 9, 49 North, House foundation survey layout. This letter is to inform the building department that I staked out the foundation of the above referenced lot after excavation and prior to concrete foundation footings have been poured on July 26, 2017. House corners were set with hub and tack at 5 foot offsets from the four furthest exterior points of the house foundation. See attached drawing for approved site layout. If you have any questions or need more infounation please let me know. Sincerely, Dale Herrigstad P.E., P.L.S. dale@herrigstad.com X 1 I A 1 .. I` I I LANDED GENTRY 1 1 LOT 8 I ”ONaa n.n Cam„r N I li k { GE NOTES I i °uNCFo cr mr I, I euP�orw�'e BLOT 28 II I. f Ernroon • . G. DER LME roT L Dbns AFFA- z2'z 1 ig •� Jj �m+ae I ii i iarxvo. �' • 1 it L +� S,1Y.b azoo. Se P Zp MG' SAL low IXkAIY J "nssAors w co"svAnr�..3 ','- !� f onis..sc y f/ rnm rm'd+W . t I11... o'� VITAL,. for saerums xrcx e.rs enusrnm / rK.craa+ rreAx vAao wn m :1 I s// jiR a! wsmiJu lRMR YAAo WN t0.XI'GAAA 1£` is rJ„ -- -�'+ ,r, sse. „,6 ihtnM`XM VT. Ir I) r...„ —too'-- ► 4 W.U0' ALL of --...- -..___ PLACE:yaxgVDRON �°b-� anima VI W FENC1Irl aYQVND Er4ti[ING PXM1N i' • fT31W'N G O Z laf E+I WI L[NE PLv56'. S W JRAti.E M DNM1EWAY VAC[iW1Cl1 '1 r SOLtiFt.AR. 2.39a Ss. yl U 1 OT COl/ERA�€ .;-1 "3 _ L4f AREA.• k 1 >.SA7 F. 09 , •I d I w.6nw9a..wro n:zrsx I � ', RIRous CO RA • zo m SF.�EyM LOT 27 I r 9 \ wig"--"' fEY Pmtes"i 8 f 6 4 °�j t WES 20' f I EASE 30'REA PtA rnNsmucnDN _ FRONR YARD I BUILDING SE70ACK LlNE30.00 PET nc nRauNO Sxl5a1NV r�� xuc GA GE tR=E AT OW LMER.VSC. MAMkUar NM..AaQw' BIAL!NG - 11 col u'erwxLMl SE734 K LINE n ' h I 8 WEST 10' [ANEW, W 1' FRONt YARD i_ � � z I. ' EaMDING p 41 I. kFM9CK I 8.. _, 1 W Q �. CAE w - 1 h� lmuxe�. �� h N I `i wwae ♦� ca GRAPHIC SCALE I 1 . Eo a n ��, 13 • I .J�+6emA� 3,' r. J I— -�', (fNMTh)... :,I 11,-,..Sera s Pore — 1 +g 8 a.w'- `'.' MM. Ixov' I [--zaa• g T = "�cT, ° 48 NORTH Sl - - �axi I �Lmuxe ��smrs:N CAMPBELL f Rk -.US2') wN a 6 :o D6 MN aa�� �, . . RACER�GI tt ,la,e oP F 6R;, _6 .r ..,nv.,m .Off' ,zoo— won•— SITE PLAN s I LOT • 1502 LATITUDE CIRCLE 1,� ! LOT 14 { ANACORTES,WA so vAT DE 1,41109%.1111M LOT 26 II I 9,9 o,raYv i "F' 1 of 1 j 1 p ANACORTES PUBLIC WORKS DEPARTMENT o Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 '74rt4 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: June 23, 2017 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review#1 for 1502 Latitude Circle cc: Eric Shjarback, Justin Symonds The submitted site plan for 1502 Latitude Circle was reviewed by the Public Works Engineering Department on June 23, 2017. • 06-14-17: Submittal to Public Works Engineering • 06-23-17: Public Works review and memo back to Building Department The following comments are provided: • No additional frontage improvements are required with this proposal. • Please issue the building permit when ready. v • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services R.p7 -I - 0 4 1,413„)I S9 Ups 9y0No �w}{ DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT DATE: June 30, 2017 TO: Groc Fyrrce Building Inspector & Permit Technician FROM: Kait Nelson Associate Planner PCED SUBJECT: 1502 Latitude Circle, BLD-2017-0312; Stormwater Plan Review Several revisions are necessary to complete the stormwater review: • The City can no longer accept Small Parcel Stonnwater Plans. This was noted on several plans for previous approved Landed Gentry building permits. The applicant needs to provide a Stormwater Pollution Prevention Plan(SWPPP). I suggest they use either the DOE's template or the 13 Elements document, both of which are on the City's website. Please provide the applicant with these documents, or the links. • The plans reference specifications for WSDOT BMPs. The DOE is requiring that approved plans reference the BMP standards from the DOE's Stormwater Manual, 2012. The number and the name of each BMP need to be shown on the site plan& written within the SWPPP. Ex: C105, Construction Entrance; C121, Mulching; C15, Concrete Washout Area; C117, Construction Road/Parking Area; etc. • Plans are not showing adequate protection of drains. The applicant needs to address this. All other BMP proposals look good. Anacortes Planning & Community Development Dept. 1. - OA Permit Center �� P.O. Box 547, Anacortes, WA 98221-0547 PH(360) 293-1901 4aoa Don Measatner,Building Official,Planning Director FAX(360)293-1938 2012 Washington State Energy Code Simple Worksheet This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After completing this form, please add all relevant information to your construction plans. PART 1 Whole-House Ventilation: Select one of the following methods. X, A. Fresh air will be circulated by the central forced air furnace. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. B. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen, living room and other habitable rooms along with a whole-house exhaust fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2 - 3 bedrooms 60 cfm 120 cfm 4 - 5 bedrooms 75 cfm 150 cfm C. A heat-recovery ventilation system with minimum CFM flow rates as shown in option B. PART 2 Insulation and Windows: Framina Glazinu % Ilfactor C9iling Vaulter Walls Floor alb 2x6 construction* unlimited 0.30 R-49** R-38 R-21 R-30 R-10 "'* R-38 insulation may be used with advanced framing, meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall. PART 3 Air Leakage: The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH). A blower door test will be required. Calculate your maximum allowed rate by using the following: [Building volume (cubic ft.) X 5 (ACH)]160 minutes = maximum cfm rate during blower door test [ 161 ,€213- O cu. ft. X 5)160]= &b2--31 maximum cfm rate during blower door test ENERGY CODE CHECKLIST Section R402.4.1.2 of the Energy Code requires that the building envelope be tested (normally referred to as a "blower door test') to determine that air leakage is within acceptable levels. A leakage of.00030 SLA measured at 50 pascals is considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing Section R403.2.2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed. Testing may occur at rough-in or post-construction. Testing must comply with standard WS U RS-33. Section R404.1 requires that 75%of all luminaires (lights and lamps) be high efficiency. Section R403.1 requires that a certificate be posted within three feet of the electrical panel,completed by the builder or design professional, and include the following information. R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing, and the air leakage rates from the blower door testing. Other Energy Code items to check or be aware of include the following. 6 mil black polyethylene covers the crawlspace area. ,/ Water lines in unheated areas are insulated. 1 Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. . Whole house fan, if required, with a sone rating of 1.5 or less is installed, with timer or dehumidistat. Exterior doors are weather stripped. Baffles to maintain vent openings in attic are properly installed. ,/ Insulation is installed behind partitions and in corners; fitted around wiring and pipes. J Insulation is installed behind bathtubs and showers. J Openings around interior plumbing pipes in exterior walls are sealed. / Furnace is the correct size. Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. v Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. SIGNATURE: ) . gPVAAkekli For more information contact City of Armories Building Department PO Box 547,904 6th Street Anacortes,WA 98221 360-293-1901 Cr71.chio, Kevin From: Cricchio, Kevin Sent: Wednesday,June 21, 2017 1:55 PM To: Fyrrce, Groc; Ingalls, Paul Cc: Nelson, Kait Subject: BLD-2017-0312, 1502 Latitude Circle 6-21-17 RE: BLD-2017-0312, 1502 Latitude Circle Groc, 1 completed my review of the building permit application for 1502 Latitude Circle. The requested revisions are as follows: • A Tree Preservation Plan (recorded) required the retention of a number of trees as part of the 48 North PUD. The subject property(Lot#9) is one of the properties with one or more trees to be retained located on the eastern portion of the property. Please show this accordingly on your landscape plan and label it accordingly. Additionally,tree fencing will be required of the tree(s) designated for retention prior to any construction activities (i.e., building, grading, etc.) taking place. Please contact me for an inspection once fencing is up at the respective drip line +6 feet. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community& Economic Development Dept. City of Anacortes I P.O. Box 547 I 904 61h Street I Anacortes, WA 98221 360.293.1937 work} I kevinc@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 BUILDING PERMIT APPLICATION REVIEW: DATE: - - i /1) PERMIT#: IIJJ �'---()3 )2 SITE ADDRESS: ():Sa rl \ A PARCEL#: p3 (,,,0 V� SURVEYED SITE PLAN: yes ❑�no (--)„ ' • Does site plan & dimensions match survey yes ❑ no —Z) ZONING DISTRICT: 1:?1,4\:"2 - Ni• Is the land use permitted in zone yes ❑ no i CRITICAL AREAS: • Is any critical areas located either on the subject property or within 300 feet ❑ yes no SHORELINE JURISDICTION: 1(' )1\ -=� • Ill yes III no 1 J • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment El yes El no IMPERVIOUS SURFACE MAXIMUM: irj MINIMUM SETBACKS: r:::-. (?..,,,A vreA ,.c...,Qk 04f MINIMUM LANDSCAPING: r?...1Q;) k 0) )(:)) cl Ati In .\\ MINIMUM #OF TREES: C:tLES, celp. .)::Aiceti. MAX LOT COVERAGE: i ® r � ) - , MAX PERMITTED HEIGHT: ---- .5 )- cfr,;\ \t---NRioD)c)--\---- JOFF-STREET PARKING: EASEMENTS: - ,--Ne 4- cy-)c. o'k, 00, 2. ,, --\-ce!(- --., c.., \op.,, c6cd_ k-kc ('(),P y) ce. ,..- _c.,( \t, (;)--v,,c „ 0, (-) c) Print Window Page 1 of 1 Details for Parcel:P133667 Jurisdiction: ANACORTES Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P133667 6042-000-009-0000 SE 22 35 01 Owner Information Site Addresses) Map Links 48 NORTH ANACORTES LLC 1502 LATITUDE CIRCLE Open in iMag 504 E FAIRHAVEN AVENUE Anacortes,WA(Jurisdiction, State) Assessor's Parcel Map: BURLINGTON,WA 98233 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions (0,1722 AC)LOT 9,48 NORTH PLAT AND PUD,RECORDED MAY 2,2017,UNDER SKAGIT COUNTY AUDITOR'S FILE NO,201705020028. 2016 Values for 2017 Taxes* Sale Information 2017 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED No Tax Data was returned Land Market Value +$.00 Sale Date 2017-06-02 Total Market Value $.00 Sale Price$4,350,000.00 Please call the Treasurer's office for Assessed Value $.00 related tax information(360)418-1750. Taxable Value $,00 Effective date of value is January 1 of the assessment year(2016) Legal Description at time of Assessment *Land Use (111)HOUSEHOLD,SFR,INSIDE CITY WAC 458-53-030 Neighborhood (21AVIEW)ANACORTES VIEW RESIDENTIAL Levy Code 0900 •Fire District School District SD103 Exemptions Utilities *SEW,WTR-P Acres NaN Improvement 1 Attributes Summary Building Style RESIDENTIAL HOMESITE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area HeatlAir Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see improvements tab *Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning.Please contact the appropriate planning department in your jurisdiction for land use questions. *Total living area includes above grade living area and finished basement area. Garage square footage includes all garage areas;basement garages,attached garages,detached garages,etc. Assessment data for improvements is based on exterior inspections.Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. httnc•//www..kacritcountv.net/Search/Property/ 6/21/2017 Fyrrce, Groc From: Fyrrce, Groc Sent: Friday,June 30, 2017 2:27 PM To: 'Jack Reinstra' Cc: Ingalls, Paul; Cricchio, Kevin; Nelson, Kait Subject: 1502 Latitude Circle Attachments: DocumentLdocx Hi Jack, The Plan Reviews have been done. The following are the results of the review: Please see the following Plan Review Notes, from Kevin, for corrections that needs to be addressed so that he can finish his review: 6-21-17 RE: BL.D-2017-0312, 1502 Latitude Circle Jack, I completed my review of the building permit application for 1502 Latitude Circle. The requested revisions are as follows: • A Tree Preservation Plan (recorded) required the retention of a number of trees as part of the 48 North PUD. The subject property (Lot#9) is one of the properties with one or more trees to be retained located on the eastern portion of the property. Please show this accordingly on your landscape plan and label it accordingly. Additionally, tree fencing will be required of the tree(s) designated for retention prior to any construction activities(i.e., building, grading, etc.) taking place. Please contact me for an inspection once fencing is up at the respective drip line+ 6 feet. Kevin Cricclltio, MCP, WPMI' I Associate Planner I Planning, Community & Economic Development Dept. City of Anacortes P.O. Box 547 1904 6"'Street I Anacortes, WA 98221 360.293.1937 (work) I vkc cilvotarnacorles.or7 I www.cityotoncg xcrri My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. Stormwater review was done and our reviewer, Kait Nelson, has corrections in her attached document that needs to be addressed so that she can finish her review. All other reviewers approved the plans as is. Please submit a transmittal letter stating the correction required, and how it was corrected, for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. If you have any questions, feel free to address them to the appropriate party. i —)T- Mbeb 111.1.11.11 OMMM LANDE SMIN �� GENTRY .0 HOMES AND COMMUNITIES CITY Of ANACU►-s LANDED GENTRY 504 East Fairhaven Avenue Burlington, WA 98233 (360) 755-9021 Transmittal Sheet To: Groc Fyrrce From: Steve Baughn Re: 48 North, Lot 9, 1502 Latitude Circle Date: July 14, 2017 Planning, Community& Economic Dev. CC: ❑ Urgent ❑For Review 0 Please Comment ❑Please Reply ❑Please Recycle Attention: Kait Nelson Re: Responses to your memo to Groc Fyrrce dated June 30, 2017, regarding the above reference project. • The City can no longer accept Small Parcel Stormwater Plans. Etc... Response: 2 sets of ih hale been attached with This submittal. LIIong with the Mirlirnuni Requirement. I :is 1 was not sure if the latter was also a requirement. • The plans reference specifications for WSDOT BMPs. Etc... T espx}osL : 1II BIVll-''s have l c:E changed {lit tllc T7htFsiun Control Plan. as well as in the SWPPP, to reflect the proper DUE references.. • Plans are not showing adequate protection for drains. Etc... Response: Reference to tllti drain protection, 1i 11` 1,'220: Storm Drain Intel Protection,, has been added to the Fiosiun Control Pi m' iii both unsitc and ‘iffsite: locations wall appropriate reference to the type of protection in each location. List of items included with this transmittal: (2) 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan), with Exhibits "B" (written descriptions), and "C" (list of primary BMPs). (2) Complete Residential Stormwater Plan Checklist—Mininum Requirements 1-5. (2) Revised Erosion Control Plan sheet 1 of 2 and 2 of 2, full sized. (2) Revised Erosion Control Plan sheet 1 of 2 and 2 of 2,reduced to 11"x17". Attention: Kevin Cricchio Re: Responses to your memo to Jack Reinstra dated June 30, 2017, regarding tree protection at 1502 Latitude Circle, Lot 9 of 48 North. I added the tree protection notes to the Site Plan and informed the Job Site Superintendent that once the protective fencing was installed at drip line plus 6 feet,he needs to call for an inspection. List of items included with this transmittal: (2) Revised Site Plans, sheet 1 of 1, full sized. (2) Revised Site Plan, sheet 1 of 1, reduced to 11"x17". I Site Address /so Lai-t-; fade 'roject fJeiz 5r Buildin. Permit # d- D — c -0117 ' O3 / 2 DaDepartment rartme�►t to Initials Notes Buildingt6rf0raevle,,,4„ 1-4"2 . v .til I.--, 40 ins k c- Lokrly.._ ,r--eig..Qi 9 �f}'I, 6-e. e -bil 5 cin s- ib -n. .,4__ 91147Pub'ic Works pf [rive, el r-i -- _ 'Yo___ tJi/jf Pdanninig 16,-� \LC- l ev or) -71-1 - YiL,___Iz\lieUrd_ fe_\() v (-) , % 7 Stor utter73 A PA./ i- 5 _ I 1 — ICL C') ) - - - / . e ' Ar)x Fire Project Inter-Departmental Plan Review Tracking