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Permit File 4207 Cherry Lane
1_01- ■ l J �- ooL Bid ooL - c117 rer Cjnts+frUCA-1a41 ir STRUCTURAL, CALCULATIONS FOR LOT 57 THE ORCHARDS Anacortes, Wa. April 18, 2006 Job No. 06-058 PREPARED BY: SCHEMMER ENGINEERING INC. "ikt,o§ I, ` ;y 317 Commercial Avenue, Suite 101 'II�` '�? Anacortes, Washington 98221 •'` <r 481 �c o,:Grs,;E c (360) 293-9006 � Fssro F��G www.schemmereng.comrtrargt s-XPIRES. 04 / 16 113 DESIGN ANALYSIS ' • 4 COMPUTE) BY IDA-E SHEET OF CH£ BY DATE .DB ND.O/_ _ aSp I SCHEMMER ENGINEERING INC. PRDYEC7/�i S 77 6-0,( 1/A.�11s SUBJECTT arere"/ Arts (sis- - O!td 0 �5- MPt' typ '>33 zwz I.® )\ `/.o e30s/Z- 9. P. F ie 1.0x /-° X /z- 9' 4 CZ- 9 IgF --, U5&-is. t AA d t.c'oo(( ` /71X/,3= is-co`rt ' N-s DesS- dterkG,4-- i✓7` 1 ✓.S = 4/7/ Fa` I 0 4n.V /-/7/,Y/-a3 2 I. 2alo 51 r- 0:3lo/ Ft/= >-&iff cMt c-36/7 / Lorz -Go . . dts= , x /.Zoe - ro// Cy, ` 3 -(oa6 == ro</ n t -0oc✓.v cc/ir-Dvtr ` 6f` I. o O '-Msrc 420 .83 -a-- 3 O- HTTZZ (''75syB 2q/ • — y� • l,o )' is i x . • o9 r. = ./6/ . IA . t.tLL- T2.� J P V 3I bMt 1 7 iG is ! �i €J= � 7 LE.-OA Tr' ,,t4ev-F-a'` I r : '�. T f l�oN'1 cY-.m'/-c.+ A I Ys 707_ 2 /o 27 L a /5- 23vo / 7 /Sr C { /O /S(oo /7.5- If D ' 2.5 S 90 9 y3 f /S 2028 /U.S /f3 F /o-S /63s z// go 6- Z.S 390 (o.S too /4 /66 . 2.99b /l0.3 /S/ %T i 2- .7-0,1— #- CO 136 A A-6 ,moo Se / oi40 L /2 /1'72 Jr r -- htN l c.A tOV M It /072 /Z 154 Rob Gee/D.T. Title: Job# , Schemmer Engineering Inc. Dsgnr: Date: 7:54AM, 17 APR 06 Description: 317 Commercial Avenue;Suite 101 Anacortes,WA 98221 Scope: your title block information. User IIT083°N2E VeIN'1-0ec-2T3 Pag0012 e ENERCALC Engineenng Software ASCE 7-02 Earthquake Load Calculations Pa e 1 Description 06-058 Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7-02 9.1.4 Seismic Use Group = I ASCE 7-02 Table 9.1.3 Ground Motion ASCE 7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.465deg North Longitude = 122.617deg West Location : Anacortes, Skagit County,WA 98221 Max.Ground Motions,5% Damping,from USGS 1996 maps S S = 1.171 g, 0.2 sec response S 1 = 0.361 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa& Fv ASCE 7-02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.03 Fv = 1.68 Maximum Considered Eartquake Acceleration ASCE 7-02 Equation 9.4.1.2.4-1 & 2, 2003 l8C Equations 16-38& 16-39 SMS = Fa*Ss = 1.208 SM1 = Fv*S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--3 l8C 1615.1.3 SDS=SMS* 2/3 = 0.805 Sol =SM1 * 213 = 0.404 Seismic Design Category = D ASCE 7-02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe) Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2, 2003 IBC Table1617.6.2 Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resist NOTE!See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 6.50 Building height Limits System Overstrength Factor "Wo" = 3.00 Category"A&B" Limit:No Limit Deflection Amplification Factor "Cd" = 4.00 Category"C" Limit. No Limit Category"D" Limit: Limit=65 Category"E" Limit Limit=65 Category"F"Limit: Limit=65 Rob Gee/D.T. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 7:54AM, 17 APR 06 Description: 317 Commercial Avenue;Suite 101 Anacortes,WA 98221 Scope: your title block information. user KW.0503023,Ver 5,80,1-Dec-2003 ASCE 7-02 Earthquake Load Calculations Page e 2 (41983-2003 ENERCALC Engineering Software Description 06-058 Average Floor Area per Level= 0 ft2 User defined Shear Carrying %Ratio= 0.000 Reliability Factor"p"= 1.000 Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003 IBC 1617.4 The"Equivalent Lateral Force Procedure"is being used according to the provisions of ASCE7-02 9.5.5 Determine Building Period "Cu"factor from Table 9.5.5.3.1 = 1.40 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed = 0.000 sec Building Period "Ta"Calculated from Approximate Method selected = 0.000 sec " Cs " Response Coefficient ASCE 7-02 9.5.5.2.1 S DS : Short Period Design Spectral Response per 9.4.1.2 = 0.805 " R " : Response Modification Factor from 9.5.2.2 = 6.50 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2.1-1 : Preliminary Cs = 0.12 From Eq. 9.5.5.2.1-2 Cs need not exceed = 0.00 From Eq. 9.5.5.2.1-3 &4 Cs shall not be less than = 0.04 9.5.5.2.1 : Seismic Response Coefficient = 0.12 Seismic Base Shear ASCE 7-02 9.5.5.2 Cs = 0.1239 from 9.5.5.2.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs*W = 0.00 k Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4 " k' : hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height Wi*Hi^k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Total Base Shear= 0.00 k Sum (Wi* Hi^k) = 0.0 k-ft Base Moment= 0.0 k-ft Diaphragm Forces : Seismic Design Category" D ", " E "& " F " ASCE 7-02 9.5.2.6.4.4 Level# Wi Fi Sum Fi Sum Wi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of"Lat. Force"of current level plus all levels above MIN Req'd Force @ Level 0.20*S DS*I*Wpx MAX Req'd Force @ Level 0.40*S DS* I *Wpx Fpx: Design Force @ Level Wpx*SUM(x->n) Fi / SUM(x->n)wi, x=Current level, n=Top Level Rob Gee/D.T. Title: Job# . Schemmer Engineering Inc. Dsgnr: Date: 7:54AM, 17 APR 06 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. �user KW.0803023,Ver5.8.0,1-Dec-2003 ASCE 7-02 Earthquake Load Calculations Page 3 (c)1983-2003 ENERCALC Engineenng Software Description 06-058 Combination of Load Effects ASCE 7-02 9.5.2.7, 2003 IBC 1617.1.1 D Qe H &VLoadEffect E Load Description Dead Load Seismic Load 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p-oe +0.20"SUS-D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 b 3 et _-- "`- z t t.ossie'"?:\ `. .-.... _� \ A r A ... .. i, ,` I xkl . a y J 'Ala \-3 ------------------------ 13\ \ , ysio,o,„...----- \- o -/� � ____\ \-- co 60. .. itsttI -i '" , 5. . µEPR WPC P�PN �R�NG 84 -4 1N F�G0R E. G\NE `a. j r_ s...niro, \ \-- N, r — tot c... \ %, ....‘ 4 _______ ,A__________ _________ _ \ \ ‘,..,....--\ „ o t...\ , __J.:, \ ......: VN _� jt 0.Q 1 ......„-- \ \ to )i- c* '..<.\ \s°4 5 ,s, - - = p�AN i�_�.u,: SNEE0 wpL MP\N F�pO SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") MARK SHEATHING NAILING NOTES ,d 7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1,2,6,9 y OR STRUCT II OSB _8d @ 12" O.C. FIELD a" ' 7/16" CD—X ONE FACE 8d @ 4" O.C. PNL EDGES 2,3,6,9 OR STRUCT II OSB 8d @ 12" O.C. HELD , flQO 7/16" CD—X ONE FACE 8d @ 3" O.C. PNL EDGES 2,3,7,9 OR STRUCT II OSB 8d @ 12" O.C. HELD /4 r 7/16" CD—X ONE FACE 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 \ OR STRUCT II OSB Ed @ 12" O.C. FIELD er 7/16" CD—X TWO FACES 8d @ 4" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" O.C. HELD 6 \V" 7/16" CD—X TWO FACES 8d @ 3" O.C. PNL EDGES 2,3,4,8,9 \ / OR S IRUCT II OSB . 8d @ 12" O.C. HELD �!j�� ' 7/16" CD—X TWO FACES 8d @ 2" 0.C. PNL EDGES 2,3,4,8,9 W • OR STRUCT II OSB 8d @ 12" O.C. HELD • /8 ) EXISTING OKAY • ( 4\ 15/32" CDX ONE FACE 10d @ 2" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSA 10d @ 12" O.C. FIELD � 1/2" GWB TWO FACES 5d COOLER @ 4" O.C. 2,6 . PANEL EDGES AND FIELD 1 /2" GWB TWO FACES 5d COOLER @ 7" O.C. AT SUPPORTS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES 1 . ALL EXTERIOR WALLS TO BE TYPE (1) U.N.O. 2. BLOCK ALL PANEL EDGES. • 3. PROVIDE NOMINAL 3x FRAMING AT ABUTING PANEL EDGES REC1EVING EDGE NAILING. 4. PROVIDE 3x SILL PLATE. 5. OFFSET PANEL EDGES. 6. PROVIDE Y2"0 A.B. @ .48"O.C. •W/ 1/4"x3"x3" PL WASHERS. 7. PROVIDE )12"O A.B. @ 24"O.C. W/ 1/4"x3"x3" PL WASHERS. 8. PROVIDE J2"0 A.B. @ 12"O.C. W/ 1/4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C. DESIGN ANALYSIS . COMPUTED BY DATE situ OF CHECKED BY DATE JDB NO.oG_ SCHEMMER ENGINEERING INC. PROJECT • SUBJECT 8) It /0 ' G1,0L t *A74.0-47/6)z /725`4, I l/X(d ' LC �Z6 den)-e /1 : z/.5 r D 4 1(41.Z /32) -lam/3 ' t-✓64- f0X.s`zet- 2 l CSX/Z. a f �-2)x4Sz 2/3"a # G�/3 Z�f�-ay % M er2 t 2'4zx rS K 2►�z = �I &etc ` '77(1 25 x Zf/2 — - Silt 1 1/4/2), lai z Rob Gee/13.T. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 2:29PM, 20 APR 06 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. L Cr006 Page 1 { User.580008 3023,Ver 5.8.0,1-Dec-2D03 Timber Beam & Joist "®E (or]983.2003 ENERCALC Engmeenng Software 06-058 lot 57 the orchards ecwCalcula0ons Description 06-058 Timber Member Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined B1 B2 B3 Timber Section 4x10 5125x12 4rn2 Beam Width in 3.500 5.125 3.500 Beam Depth in 9.250 12.000 11.250 Le:Unbraced Length ft 10.00 2.00 3.00 Timber Grade Douglas Fr- Douglas Fr,24F- Douglas Fr- Larch(North), V4 Larch(North), Fb-Basic Allow psi 850.0 2,400.0 850.0 Fv-Basic Allow psi 180.0 240.0 180.0 Elastic Modulus ksi 1,600.0 1,800.0 1,600.0 Load Duration Factor 1.150 1.150 1.150 Member Type Sawn GluLam Sawn Repetitive Status No No No Center Span Data Span ft 10.00 13.00 3.00 Dead Load #/ft 128.00 225.00 Live Load #/ft 213.00 375.00 Point#1 DL lbs 2,126.00 LL lbs 3,544.00 X ft 1.500 Results Ratio= 0.8903 0.4494 0.6466 0 Mmax @ Center in-k 51.15 152.10 51.03 X= ft 5.00 6.50 1.50 fb:Actual psi 1,024.8 1,236.6 691.2 Fb:Allowable psi 1,151.1 2,751.7 1,069.1 Bending OK Bending OK Bending OK fv:Actual psi 67.0 80.7 108.0 Fv:Allowable psi 207.0 276.0 207.0 Shear OK Shear OK Shear OK Reactions 1 Q Left End DL lbs 640.00 1,462.50 1,063.00 LL lbs 1,065.00 2,437.50 1,772.00 Max.DL+LL lbs 1,705.00 3,900.00 2,835.00 ig Right End DL lbs 640.00 1,462.50 1,063.00 LL lbs 1,065.00 2,437.50 1,772.00 Max.DL+LL lbs 1,705.00 3,900.00 2,835.00 Deflections Ratio OK Deflection OK Deflection OK 1 Center DL Defl in -0.078 -0.109 -0.003 UDeFl Ratio 1,539.0 1,433.3 11,575.6 Center LL Deft in -0.130 -0.181 -0.005 UDefl Ratio 924.8 860.0 6,944.1 Center Total Dell in -0.208 -0.290 -0.008 Location ft 5.000 6.500 1.500 UDeFl Ratio 577.7 537.5 4,340.3 _ ROOF FRAMING N( ALL FABLE OVERMAN TO BE /� ILL CAVE OVERHANGS TO BE 1 \^/�\ „it —FNr ,l - — - I'F�� UNLESS ORIERMBE NOM. - - - l._ .. I I \RJ! _ _ __- _ GIRDE' TRUSS _ /jj� TOP OF OVER FT � � ' ' 1---T--T I I--- I I it I �•PF j j%/ yB.r.1 ROOF MD MTDI MI T j / YEW AND VENTED SOFFlf / �. HANG NJ.TRUSSES TO CIF j/ I TRUSSES, BEMS MD/OR I 3 I I I I I I I 1 I I I I j BOARDS (SIZED AND PROM ROOF PITCHES TO BE IjI NOTED ON EEVATIONS� I I I I I 1 I I I I I I I 1.1 3 ALL � kit ., a+ ERPCING PER WTMA GUIDELINES 1 •4 h, e$ o I I I CI INDICATES A BEAR I INDICATES A BEAR I I I�_ I r I `# I ROCE1 LNE I II 1 d wOGE u E - DNS SZE GRILL S/D3.AND SFEOFICATIONS MO TO IIEET - liii D Roof LNG I I I I F �/I _ 1 I I I , I I I - SEE FOUR/ADM RAN AND 1 1,,.; � F j j/ DICKERED A RCAF TRUSSES%//%j I I /j ytt .M LAYOUT AND NRESFI TRUSS ', j�%j• /j/j ryl I ELEVATIONS TO VERIFY R jj j jj/ I I I 1 1 1 I I �' ' S uxE NE SFACKS/AOS TO DEM / / ///// % OLICATES 15 LISTED AS SF •/j jjj/��. ■ I I j// /j' . INDICATES DDMNWOUf IAGt /// j'j j / / __ %/// //jjj 1111 MESS NOTED OT ERWSE S B.P. /'/ '/ j%%/ j 4 "r'4' 1 I I 0 //%% % j%% - 'r%% ';' '. i /�%;At .ate.. "4� _ %/%///r, / o,'..<% - - # — — — GIRDER TRUSS — _ — _B.P. �I B.P. " 1. I _ — _ — _ _ — _ — _ J— it — — —_ �— B.P. 4n_v_ I s H II r id / V I Sao„2 _ — - __I_Hese._.,......7 — /7 Ee 1 1 3 i itg ' �, j lI I ////O — - - - -- - - — - - .. ill ono onvTen ' I B.P.1 3 Van Vr Nww wm _-n--- H aD ROOF FRAMING PLAN 1 i shearwall SIMPSON k. STRONG-WALL® SHEARWALL str iae GARAGE PORTAL SYSTEMS Naming Scheme: • Garage Portal systems provide increased lateral resistance over site-built shearwalls in locations where space is at a premium.Portal walls shall be installed with a minimum 12"nominal deep SW16x7x4 header for adequate shear nailing.Because the portal walls and header are tested as a system, the resulting portal frame offers superior engineered performance over site-built walls. Strong-Wall T I CODES:See page 12 for Code Listing Key Chart Width Nominal Wall (in.) Thickness NOTE FOR GARAGE PORTAL WALLS: Nominal (in.) Cripple walls over the garage header shall be designed by Engineer of Record. Height (it.) A(W =s "s° .a._. SWMST STRAP T f= * ! t„, a .. * (PROVIDED)(10S. * '` [ 1. - WITH 10d NAILS • '� h -'` 4 -' OR 16d SINKERS. rr - Nail through , INSTALL ONLY TO R- - , i{ . sheathing and + FRAMING SIDE OF ,� ,� • j' metal U channel +° A _.. \ PORTAL WALL, ,I N, S u- + 1 V/ with loll common ILA,:. 1r Lit W f vl1 / nails or led Electrical box t i- v" `1+ , sinkers at each f . forrliesrration w L SWIM ', painted dot on ` '_'1 only-net Included ffi€ i. { "1/, the panel. DR,' with the wall ` .t vtt y� •�snoxuwnut ." ' G7 Portal walls may have a -'> tg -.yg� m maximum 7re'shim vnthout H 1, ��r 1 H " I any load reduction. ' , r, -i ,� j 1 'r� IT )'. 1^ .. t4 • 1'I'= - o o P o Drilling orcutting = * F N er>3�'- , holes in Strong-Wall ".! 4TTr- • I 1J�-• - Shearwalls is not L `'' 3 ,. �=�i cuae r +; i allowed except as $ r . '�1 -s'�-�`f • ' iii r� shown in the ` <" l +- Allowable Hole Chart s y . I' x x-� iIfliched j"L . _ to each wait. + 9�� 9 - -�-- NOTE:The talliiiL ,_ j _ H CURD Engineer of t l„ \\ / Record is 8"Min,for SSTB • \ \°.^ / responsible 6•if stemwall and s \ e,• '`" .= for concrete footing are single J�� design. pour high max from 112"high max,from 16"Garage Portal Alternate Exterior Installation top of footing,natslab. E2"Garage Portal do Header shall be a single member with width For easy electrical installation matching wall thickness x 12"min.nominal depth. position wall with sheathing inside garage. GARAGE HEADER DOUBLE WALL GARAGE PORTAL' ROUGH OPENING HEIGHT Number of Number Allow. Drift at Allow. Without With W H T Fasteners of AnchorHoldownz Shear V Allow. Shear V Wall Code Model H y/a„ /z, Model No. (in) (in) {in) in lop Mudsill Load(Ib) Shear V Load Weight Ref. No. Curb Shim Shim of Wall Anchorsa Bolts for Portal (in) (Ib/N) hbs) System II SW16x7x4 SW16x7x4 16 78 4 8-SDS14x6' 2-% 2-5S1828 2800 .367 1050 90 34,60,101, 'I 6" 7' 7'-1/2' SW16x7 16 78 8-SDSVx 58 2-5 828 _2800 _367 ,,,e-t050 112 - SW22x7x4 it ' SW16x7x6 S x8x4 1 90 4 8-S 1/4x6 2-a/e -SST328 2490 .420 935 95 34,101 7" 7'-1" 7'-11/2" SW1 -$Q51/4x6 ' s SJ828, 2490 20 935 120 SW22x7x6 22x7x4 22 78 4 10-SDS1/nx6 2-Ye 2-SST828 4820.369 1315 95 SW16x8x4 SW22x7x6 22 78 5a/410-5051/ax6 2-% 2-651-828 4820 .369 1315 117 34,60.101 SW22x8x4 6 8' 8-Yz SW22x8x4 22 90 4 10-SDS1/4x6 2-s/e 2-SSTB28 3990 .446 1090 105 8W22x8x6 22 90 10-SDSY4x6 2-Ye 2-SSTB28 3990 .446 1090 130 SW16x8x6 39,10 PA SW22x8x6 7 8'-1" 8'-1'/Z l.For plywood shear panel,add"P"to model name for lateral rigidity of the portal system.Larger header eg, W24x8PJ,and multiply the table loads by 0.88. may be required due to vertical loading. 1.The height of the garage curb above the 2.For two-pour bolted applications,use tate SSTB34. 8.Portal walls may be installed with sheathing facing g 4 B3.Recommended header moisture content is 19%or less at Inside or outside. garage slab Is critical for rough header time of installation. 9.Maximum shim height between Strong-Wall Portal opening an portal walls. 4.A double wall garage portal system consists of 2 walls with a Walls and header is W.Shims of greater thickness 2.One 112"shim is provided with Garage header spanning over the top and connected as shown 'will result in load reductions Portal walls 6.SW16 and SW22 walls may be combined,The capacity of 10 See allowable vertical load table on page 64 for the combined system shall be the sum of the"Single Wall Strong-Wall maximum compression and tension Garage Portal"capacities. capacities. 6 Recommended minimum 5/8"x12"mudsill anchor. 11.Capacities must be reduced as limited be anchor b 7.The minimum header sizes listed are the minimum required capacities tar Installations on CMG. - - • •1 ,-th the complete load path requirements of the structure. ■ ■ ,T v o CITY OF ANACORTES WASHINGTON v h vcoPtW BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single'•Pa�ily Residence Located At: 4207 Cherry Lane STREET 8 NUMBER Owner Irving Construction 11. Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0247 Date Issued: June 20, 2006 Occ. Group: R3 Use Zone: R1 PUD Has Been Inspected And Occupancy Is Hereby Authorized. This 18th Day of October 20 06 AUTHORIZING OFFICIFL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ Final Inspection Checklist 1 Site Address: Z.0-7 C, herc y Ian a Permit No.: 131 ) -201- 02..t2 Date Issued: ($17,0 / olh Zoning: - Occ. Group: p3 Constr. Type: VA, Owners Name: i''ts�V�Gj &dr1&fistrix,re) Owners Mailing Address: 1�l q COnspierci of 1 4 V f h0„, State: WA Zip: 'p2 Variances: No Yes ? Safety Glass: No Yes Sewer Fee Paid: No Yes 7 Hand Rails: No Yes Sewer Inspected: No Yes Guard Rails: No Yes LVA WSEC Compliance: No Yes 7 Traps: No Yes V Attic Access: No Yes V Wood Stove: No Yes 1-7- Smoke Detectors: No Yes Water Pressure: No Yes 1,7" T&P Drains: No Yes / House Numbers: No Yes L j ' Insulation Cert.: No Yes t e Drainage: o Cur�Eut:— No err- 0-4) • Crawlspace Insul: No Yes Bedroom Windows: No Yes Water Heater Strp: No Yes l/te. Vapor Barrier: No____ Yes D.W. Air Gap: No Yes 1/ 1 Water Meter Box No f'^) Auto Garage Door: No Yes 1-- Exterior Decks/Landings: No Yes I, - Outside Caulking: No Yes �� Garage/House Door: No Yes____17. Inspected By: / t_✓t Crawl Space Access: No Yes 0 Date: l 12 / �/6 Exit. Duct/Dryer Vent Dampers: No Yes A7 ll C 09/21/200E 10: 24 360403839E AMERICAN INSULATION PAGE 02 JET STREAM ATTIC CARD11 FIRER GLASS SLOWING INSIILAYroN BATTS AND BLANKETS THERMAL PERFORMANCE(ATTIC APPLICATION) 1 When Installed In accordance with the man- The stated thermal resistance(R-value)is provided by installing in accordance with the manufacturer's instructions,the ' ufacturet's recommendations,Knauf batts required number of bags per 1400 sq.ft of net area,at not less than the labeled minimum thickness,Failure to install and blankets will provide the full R-value. both the required number of bags and at least the minimum thickness will result in lower insulation R-value, " ti" a x is , c r M1 , , x)I A 1 ,ikt :r ", i "' r 4,1 r-, Ayai �l'ki9i1M .illhti .I;7 " I. I I. '1 tit+ "S w'1 w 4 ,,y,rA f' 1' -. I. ':,.a®'%'k T � 1_1.2". J a n n ,L^dI '° tit ,:,".: r n+.4 To obtain an IrctaAad laeulailas L. r,� II n. a A m"u w f• ` �'� in+ , u+w Insulation resistance shoals nal lie 10 Amain an iaa nor;finis? Conhmb at elk bag ma aal*USS kedanadlwlnann Waned lasianen (R-velua3 at less thaw assume redolence 1,ISS 9F N set area sem,ld eat palm of nwta n lamhaen elmtd net as shin ld nnl he (RWOW air Meld sat be lass Um mere alai Sued oat be into than: less horn tins Flan: 9-35140 1425" 11430 31,7 315 SF _ 052 LBS 10.75° 19.75" R-38 12.00" - Rd0 - 25.3 39.5 SF .760 LBS 16.50" 16.50" R-ao14U $.25" - R-44 22.1 45.3 SF .663 LBS 14.75' 14.75" F R-30 10.00" - _4. R38 _ 19.0 _ 62.7 SF .559 LBS 13.00° 13,00" R•26 9GO' R-30 14.4 69.7 SF ,431 LBS 10.25' 10,25' R-22 6.50" _ R-28 _ 12.4 80.9 SF .371 LBS 9 00" 9.00" R•21140 - 55O° - R-22 10,4 958 SF ,313 LDS 7,75' 775" R-19 625"" R.19 8,9 _ 111,85E _ 2681ae 6.759 6.75° R-15H0 - 3.50' R-13 6.1 1843 SF 188 LBS 4.75" 4,75' _ - R-13 _ 3 50" R-11 5.1 197,8 SF .152 LBS 4.00" 4,00"Rif _ 3.50" Bsg ln4 Wa nil--Nnmmx 301bs.Mmlmum 291b Overage and mataliellon data were delrrmined ewes a VS-Wallr"II bowing madline In ItIrd grar Mw 13"note opening,211 psi an press,,and ISO' R-0 2.50° of a'memernwa�nvgated bean.- ^R-i6In aS5 cavity.Wants to ASTKCdss This pmdurt conforms la Me perfeunlnnce remllrnmanls of ASTI4 C764 Two I.and unarms Federal Sprdncason HH-I-1n506,Tape I,clans a, Federal SpR111cetlaa HN•I.$?,tf. RNatuee are daterrmned In umrdenra min C 567 and C Ea "'R"erns mistime to hest Row me higher the R-veluo,the gwelerihn meulaling rom:r.To gat the marked R-vaha,it Is essenlial Mal the Insulation ne Inatallyd properly If yes do Ityeoman.get Inshurl,nns and follow ahem manfully Inaan don;do not coma with the peckego, °Mndnpendenk lasting shorn ondrnge%Oleo fear lilt typo of meulseon,s 5,07W-o031nrims,arfemin9 hi R•ealue bye than ate wrar we plrcem, Midi 641ranelly lnsmmr¢ant. EQUIPMENT REQUIRED vnlnra.5cl1 is amms:wed aeeemedcfumma To achieve labeled R-value,this product must be applied with a pneumatic blowing FRAMING ADJUSTMENT machine and a corrugated hose with a minimum.25"internal corrugation,a mini- To compensate for framing members,the nwrrber of bags per 1,000 sq.it of mum length of 150 ft.and a diameter of at least 31'Coils in the hose should net be area to De Insulated should be as shown below, less then 364 in diameter.Acceptable material feed rate is 5-351bs./minule. y . ,a„ T a . - , ,w{ ,M n ` Recommended feed rate is 15-25 lbs./minute ;" �' " ti," h f? Ye; l,„„ IArr.^ry6,i gd r Lfk,' dJ BUILDER'S INSULATION STATEMENT 2%4 31.2 31.3 " R•60 2x8 30,8 31,1 Batts and/or blankets have been installed in oonformanoe with the above recom- 2.0 30 5 30 8 mendeions to provide a thermal resistance of.,. _ 2x4 24,8 24.9 ,,,a�,R+,a , , R-48 2%6 24 4 24 7 :kr m', 2x8 _ Z41 24.5 , _ 2x4 21,5 21,7 Altar.Area R- $ at ' Inches _ R4A 2x6 21.2 21,5 S "ed-E-"d' a R- 10, a1 Inches 2xa 20.9 21.2 ....,_:,,. ,. °`�rt.Lu` CIkA� 'f3 r 2x4 18.4 156 Walls - f R- el, Inches 9-3f 2y6 _ tel 1 18.4 _ (over an unheated crawls space) R at Inches 2x8 17.8 16.2 Floors p 7.x4 13.8 14.0 _ Crawl Space Perimeter R- at Inches R30 266 13.5 118 _ 2x8 13.3 13.6 ! 2x4 /1.9 12D Pale Installed V- 20 "V _._ R-26 2x8 11,E 116 Blown Insulation has been installed in conformance with e above 2619 11.9 11 6 recomm ddattions to provide an R-value of:R-51 using 2x4 99 16.1 7 bags of this insulation to ver. t�?8quate feet R-22 - 2x6 9.7 9.9 of area at a minimum thickness of .yinch s. 2x8 9.4 9,7 2x4 9 5 8.8 x IL :: : 4 ' 6.7.9 5.2 Y.9 8.2 5.6 5.6 _• 5,4 5.8 2x8 5.1 5,4 Hare 8'iWslsignaNrgl 2x4 46 4.7 - fj R-11 248 4.3 4Oata .5 ..10 1 t, 0 4 ikNAUl BW-AC-14 NOV 2005 SHAW INSULATION GMBH One Knauf OMa,Shoirywlle,IN 46176 (sn0)e25-4434 eat.5390 FAX(317)391-3675 wwe KnaulUSA.cwnM1 4 200E Knauf Iltsul.llnn GmbH 09/21/2006 10:24 3604038398 AMERICAFt INSLILATION v PAGE 01 INSULATION CERTIFICATE . AREA DESCRIPTION R VALUE THICKNESS ccR l 1. 1 This is to certify the insulation has bean Installed in confomlancaygith the requhtnfelrla indicated on this card. installers Signature .J\'ra--; +, ?rat-.-, pate; S (1 /t U'C c nc trl5 J�"S- S?- 7 J 4rvtiart Com�any Name(Builder) Address ��,,t,,c American Insulation 8106-192nd St NE,Arlington,WA 98223 360403 2 ■ ■ `.z o CITY OF ANACORTES WASHINGTON cos' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence - Located At: 4207 Cherry Lane STREET&NUMBER Owner:_ Irving Construction Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0247 Date Issued: June 20, 2006 Occ. Group: R3 Use Zone: Ri PUD Has Been Inspected And Occupancy Is Hereby Authorized. This 18th Day of October 20 06 AUTHORIZING SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. 0617004-2 0004 06/20/2006 002 4 : y` '` Permit Fees 006059 $10,499.35 GS Off._ City of Anacortes Permit#: BLD-2006-0247 904 6th Street Issue date: 06/20/2006 P.O.Box 547`4°' '0' Anacortes, WA 98221-0547 Expire date: 06/20/2007 ' ' .' (360) 293-1901 Job Address: 4207 CHERRY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: I Remarks: New single family residence Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 Phone: (360)293-6354 Phone: License#: General Information: Fees: Lot Area 12000 Plan Review Deposit 100.00 1st Floor Square Footage 2245 Building Permit Fee 768.00 Garage Square Footage 741 Plan Review Fee 399.20 Deck Square Footage 400 Mechanical Permit Fees 114.65 Building Valuation 233577 Plumbing Permit Fee 125.00 # Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 1 Sewer Inspection Fee 50.00 I #of Clothes Dryers 1 Storm Drain GFC-Residential 1,126.00 #of Clothes Washers 1 Sewer GFC-Residential 6,397.00 #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Traffic Impact Fee 900.00 #of Gas Piping 1 Total Calculated: 10,599.35 #of Gas Water Heaters 1 Deposits/Receipts: 100.00 #of Water Piping 1 #of Hose Bibbs 3 Total Due: 10,499.35 #of Kitchen Sinks 1 #of Lavatories 3 #of Range Hoods 1 #of Showers 2 #of Ventilation Fans 4 #of Water Closets 2 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. rii_Xcjn-ems o rD---I2 CL--4-,-CM SIGNATUR F OWNER OR AUT ED A E T ISSUED BY 0613704-2 0001. 050'17 `2006. 3432 4 .Gl� Y,. 0 City• of Anacortes Pe'r rr,i F ou i s „ .u:. Permit#: BLD-2006-0248 904 6th Street Issue date: 05/17/2006 AnaCOr x 547 Expire date: 05/17/2007 > Ur' Anacortes, WA 98221-0547 icat coR:. Job Address: 4207 CHERRY LN Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Foundation only. Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 I Phone: (360)293-6354 Phone: License#: General Information: Fees: Building Valuation 3000 Building Permit Fee 38.50 Plan Review Fee 25.03 = State Building Code Fee 4.50 Total Calculated: 68.03 Deposits/Receipts: 0.00 Total Due: 68.03 II THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL I PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE�OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTT.IIOON.. (''�� lit SIGNA�1 OF OWNER OR AUT IZED AGENT ISSUED BY w rt 4257 C-NFra-V L4rE- Residential Energy Code (Simple Form) 2003 Washington State Ventilation & Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation: select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM _4 bedrooms—105 CFM For other options contact the Planning&Permit Center. B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) C. 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 as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system. (WA VIAQ 303.4.4) PART 2 Insulation and Windows: select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 X 2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 , R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. • Total heated area: sq.ft Total window area divided by total heated area=glazing ok Updated. August 24,2004 Page 1 of 2 i INSTALLER"S CHECKLIST 6 mil black polyethylene covers the crawlspace area. R-10 insulation is installed at slab perimeters or beneath full slab if radiant heat is to be installed. Windows of correct U-value are installed. Window vent ports, if they will be used on this job,are installed. Openings around ducts,wires and pipes are'sealed with caulk or insulation. Waterlines in unheated areas are insulated. - Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan, if required, with a sone rating of 1.5 or less is installed, with timer or dehumidistat. Windows and doorframes are sealed to prevent air infiltration. Exterior doors are weather-stripped. Baffles to maintain vent openings in ceiling are properly installed. Correct insulation R-value is installed in the floor,walls and ceiling. Insulation is installed behind partitions and in corners;fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. Updated: August 25,2004 Page 2 of 2 t . m s +t V 's GiiW g e a , , e ` I :7. . :1:90s&: � � yr §V ¢ y s u nAVYi 4 i , eetWI: x 9 ... ,V °Site Address: 4-201 0,(*(CR+4 Lgt3� Parcel No.: P 124-0¢6 Lot: 57 OI C1+R1LQSBlock: Div: Addition: Name A � Name Name IRVtN& CoMSTtZocttoM &R.PoRirocti /fo212.01,1 6kmg IRdlnt& CotaSYRuL•Yloa tarcrxetioa Mailing Address Mailing Address Mailing Address t SIR CoaMB2atAl PoieguS, gortc 6 P.o. box 580 Sic! CowuERciAL Aug MDE, 5urt1 6 City: State: Zip: City: State: Zip: City: State: Zip: 1jNAooILUS / VA 9522.1 SEWN6rM , WA RS228 RWAco2t%5 , W h 92al Contractor Lic.No.: I RV/NI C.GC441/6 Phone No.: 360 293 6354 Phone No.: dloo /33- be'SO Phone No.:3kZR363s4-Exp Date: Contact Person: . oi4NI ett Wel or SC of stunt(o Phone No.: 34,o 293 (o354- (Check One) Single Family: V Multi-Family:_ Apartment:_ Condominimum: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: Sum Dvrc1oa .oaltl ?Car( (cult. PEP.ttsT lb 44d.ou7) Street Setback: to ft. 2nd Floor: sf. (Circle Yor N) 1"Side Setback: t r) ft. 3`d Floor: sf. Shoreline/Wetlands Y 2"°Side Setback: it) ft. Basement: ,---sf. Water on/Adj. To Property Y 3 Rear Setback: ip—ft. Occ. Group:R-3 auo U-I Soils Report Y Use Zone: I Carport Area:�— sf. Sensitive Area Y Type of Construction: 1 v td.,micEt:. Garage Area: -74-4 sf. Latecomers Agreement Y Lot Area: 121000 sf. No. of Stories: I Fire Hydrant(250 Feet) N No.of Dwellings: Building Height: +1$=ca,- Variance Y Lot Coverage: 303 sf Z5.1%) Deck Area: 4cc _sf. Covenant Y 1"Floor 2 sf. Flood Zone X A AE VE vf) Project Valuation(Labor and Material Cost): At Slow THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN li0 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF TIIE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. /n1 1 SIGNATURE: A•l • l' DATE: a---7-o( id - pc le -Drat-1B ar x pafd�6, r�y .+ .w' !agw m.,us^z R.� y y.. r a�xi n a .rna • d 1&Tc Site Address: 42b7 Ctl1=2 J/ ZANE— Parcel No.: f 12.p¢D Lot(s): 57 02C[gq4AfW Block: Addition: Contact Person: •,bNto CAtOL et chic i Ce-g! Nits Phone: M6 oQ 3 Gag4 Name: igvu.t 0.0t4.STibrftn/4 CogI'octcmo,4I Name: litv,w, epMStrRtx-Testa co2eciRtlTto,.a Mailing Address: SN ContMERrtk(. kc... Sb1T .. G Mailing Address: S9 COMA/.QP-cttit PAVE• Su ME G City: RncRcoRSFS State: `�Zip: f3Z2,I City gn : 1 RCo(uf State: 1Jt4 Zip: ctCZ2I Phone No.: 36b 293 6S% Phone No.: 36D 24'i C.+3G4"• ,. rR trta• is v?;.•a. mow..:- a s'n �� bo x,�� s +s°x' Y N" avy,Sp. - -.kri, ... .. d: a a",? yY `:0Cigt"�t.yr Yfr }W .�,.,,..n .. .,�%",Y5'N.r 'e✓ '` W${T Nr L.v' �:"BirF �.:�� i�� i'..: '4 Not {`1:.,t*.- ,' ,i^x:<.k p . '�`W 'f.P.''y'r. �v Lr+,kk% �ff•y.. .�•'a9_ FIi ��?x,+,. 'ss�fc..ESd...�. w•z{. . y ''b�j� No.: Type of Fixture No.: Type of Fixture 1- Water Closet 1.5 GPF Air Cond.Unit HP I Bathtub Refrigeration Unit HP y Shower 2.5 GPM Boiler BTU/HP IDishwasher 2.5 GPM 1 Forced Air System BTU 3 Lavatory 2.5 GPM Floor Furnace I Kitchen Sink 2.5 GPM Wall Heater I Clothes Washer I Clothes Dryer Urinal 1.0 GPM 4.- Ventilation Fan Drinking Fountain p Range Hood Floor Sink or Drain 1 Pre-Manf.Stove or Fireplace fWater Piping C Gas Fireplace s Hose Bibs I Gas Water Heater Back Flow Prevention Device t/ Gas Piping Other(Describe) Other (Describe) THIIS APPLICATION IS RECIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE COVERING THIS� TYPE OFWORK WILL BE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. SIGNATURE *^-� k&•• DATE: `f-7-oig 4zoi e tca�y Ort.L I Please use this attached checklist and sample site plan to aid you when preparing a building permit application. RESIDENTIAL SITE PLAN CHECKLIST Residential development [single family or duplex] Public Works Department review This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improvements may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submitting your application Draw the plan to a standard engineering scale [1"=10', 1"=20" etc.] V Include,the owners name, the parcel ID number, site address, and north arrow. Show the lot dimensions, and the adjoining street names. Show location of existing sidewalk curb and gutter, and the location of the I proposed driveway. ,cl Show the location of the required rock construction entrance, Show all easements, and critical areas such as streams, wetlands and steep slopes. _a Show the location, dimensions, and distance to property line of all existing and proposed structures, including drain fields, septic tanks and wells. A/Show the corner elevations of the site, the general slope of the site and show the direction of surface water flow using arrows [plus or minus elevations from one set point are acceptable]. - I !d/Show the proposed soil stockpile area. Explain how runoff from exposed soil will be handled during construction. o Example: silt fence,catch basin inserts, straw wattles, and diversion swales, covering exposed soil with plastic. o Show the location and type of proposed erosion control measures. 'Explain how roof and driveway runoff will be handled. o Example: dissipation pad, infiltration system, curb drain, dry well, connection to storm sewer drain. o Show the location, size and type of the proposed drainage control features. eli Show the connection to the sanitary sewer and the water service connection. Show the distance from the front of the building to the nearest fire hydrant. OPEN SPACE r 13 , „, , J. ..„ ,, __ __�—„.; 10CW. ."a Feu �P_ ' '.„. d — — IC m=' LOT 57 I e Orc.rI 1 •\ \ \ AnaroneahaWA \ \ I I 2 r '°/E""WIX LIE F • Optional Deck \ �I / I LOT 58 a 1 — i Adjacent�r pp \ 1 Residence g ¢1 LOT 56 gl — I IR ¢' > P Adjacentt Lai� � �� 1 1 a 1 L a. 0 ^I b 771 _mcu tF o t" t cep I t . —ma Garage r 1 1 I Ile m— . •,f' I, i ,I I 1 .• a I L / = - , I • I ) UK • I II �� Imo 11 - - - - -I � —I . 1 - - - �- - —cix OW QENT , —f S..,� + . .o I �Y r®aaw.n® .-e en amid .. n Temporary . EDI •Bcnc N CSG cam OCDC+1.TRE fltWf MILL 4 a...... S CONTROLLED WMM N PDC MS suuul AVE 10^°'EI'T RE CHERRY LANE .ADA M!AND DM6IPEW PROERIRS — MY 011.41 CC 1HE mLawc ASTSI& ®m DEMOBS WILL WLL EE IL®AS NEECElt CATCH MON DBMS. TM=Wh1EM S OWTH w mans am Fla w:.Tal STRUTS MS ESI MILL ECLI DAILY CE R09M KNOW..8 MI.D. � �amt ' vm.m mw¢ ma_u avno arnigazim f__ 0— --S W 't' Q CITY OF ANACORTES PERMIT CENTER k :ui 904 6TH Sheet - P.O. Box 547 • -!- .4. Anacortes,WA 98221 360-293-1901 Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain the following minimum information will not be accepted for plan check. Project Address: 42D1 C[}n-.2sj LA t Date of Application: ?tt�t2- �-O Name of Owner: IRV Ii•* Ge0S'cgucTioa Oa OD I4ctl74 Assessors Parcel No.: 4- ez- 00D—OS1 —CDct Mailing Address: 81 q CoMMeRc1CAy,L, AJ fiE. t Su U Lot: 57 k Bloc✓: Addition: City/State/Zip: ANAcrlT $T \1.I�. %' 2-] Description of Work: N1W Stuff Polity (2es112)xkf; Daytime Phone No.: `,�I3 6364- Please place check marks by completed items,and cross out those that do not apply. i [] Two Full sets of Plans Al [] FLOOR FRAMING (Max.size 24x36) [,a.// 0Complete Application Form I 0 Fire Resistive Construction where Required X0Provide Floor Plan for County [1 Joist Size,Spacing,Grade&Species [] Headers,Doubled Joists,Blocking,etc. r ir 0 SITE PLAN(8'/z xll or 11x17) [] Floor Sheathing&Underlayment 0Any Conditions That May Impose Heavy Loads 0Setbacks 0Insulation to be Installed r1 [] North Arrow q- [] Lot Elevations V. 0ROOF FRAMING ([", [] Lot Coverage j [] Lot Size 0 Layout of Trusses&Bearing Points,Show Hips, [] Property Lines(Recorded Survey) Valleys&Ridges&Insulation I [] Easements,Streets,Alleys 4 [] Ceiling Joist Size,Spacing,Span Species&Grade I [] Location of Utilities f IIInsulation y 0 Ceiling Finish Material ] [] FLOOR PLANSter [] Rafter Size,Spacing,Span,Species&Grade rti [] Location,Size,Etc.,of Beams or Purlins li [1 Indicate Scale of Drawing i [] Provide Dimensions All Roof Systems Size/Locations of Doors&Windows []' 0Attic Ventilation(low&height) III ill Label rooms&Spaces �f [] Indicate if Attic Will Be Used For Storage 1] (11 Indicate New Construction From Existing Show Attic Access [J Show Decks,Patios&Landings / [1 Show Smoke Detector Locations Roofing [] Show Attic Access(s) �] 0[] Sheathing Type&Thickness [] Show Mechanical Equipment Locations 41 Roofing Type&Weight(provide attachment [] Indicate Bearing Walls schedule if tile or metal) (] Indicate Shear Walls 4/10 Underlayment [] Indicate All Header&Beam Sizes, Species&Grade fir [] Show All Plumbing Fixtures Including Deck Detail Floor Drains [] Guardrail,Spacing&Height Ai [] Joist Size,Spacing&Species jr/' [] Types of Connectors,Post to Beam,Joist Hangers Type of Decking Material Mechanical Elevations [] Exhaust Fans;CFM&Sone Ratings Show All Exterior Elevations Including [] Location&Size of Heating Appliances &Proposed Finished Grades from Property Line [t El Dryers to Property Line [] Cooking&Other Appliances [r [] Show a Section Through the Lot at the Driveway [] Range Exhaust Hood (to begin at the street paving or curb) Stair Detail ,[r [] Location,Width&Headroom �] [] Size of Materials&Species k- [] Rise&Run Handrail Type&Height Energy Code Compliance [� [] Residential/Non-Residential Energy Code Forms []/ [] Energy Code Constructionrti Details / Applicant's Signature: >15-4--- 1'1. C�u Date: ¢- -moo Received By: Date: Revised 5/30/00 2 a y".O t _• CITY OF ANACORTES G,• . 'o t BUILDING PERMIT REQUIREMENTS yC.p ). / For Single Family Residence And Multi Family Residence All applicable items must be complete. For new structures or structures moved to a new location (including manufactured homes). A one hundred dollar($100.00) plan review deposit is required for 4 dwelling units or less. The estimated plan review fee is due at the time of application for all other occupancies. 1. Site Plan: Show all property lines, all existing structures, all proposed structures, streets, alleys, size and shape of property, retaining walls and any other proposed improvements. Show site elevation points and drainage plan. Show dimension of all property lines, setbacks and building sizes. 2. Provide a copy of a recent survey or a statement from a surveyor certifying that the property corners are properly marked. This is required to verify compliance with requirements of the Zoning Ordinance and the Building Code and to determine fire resistive standards for exterior walls (not required when remodel or repair is within the existing building). 3. Construction Plans: Provide plans and specifications that clearly show how the structure will comply with at least the minimum code requirements. A. Foundation plan: show all footings and dimensions. 1. Footing size and reinforcing. 2. Wall size and reinforcing. 3. Foundation ventilation where required. 4. Crawl space access. 5. Location of water shut off. 6. Plumbing under floor slab. 7. Floor framing above(could be separate plan). B. Floor Plans 1. All Proposed Walls a) Indicate bearing walls. b) Indicate shear walls. c) Verify any plumbing, ducts etc. that may be placed in any wall or floor system. d) Indicate all header and beam sizes, and species. e) Indicate sizes of all windows and doors (Include clear opening size of bedroom windows and "U" values for each door and window). C. All proposed plumbing: Show 1. All fixtures including floor drains. 2. Verify pipe sizing and stud width required for piping. 3. Any drain required for other equipment such as air conditioners, dehumidifiers and condensing furnaces. D. Mechanical: Show 1. Location,size and output rating of heating appliances. 2. Exhaust fans with cfin ratings and sone ratings. 3. Dryers. 4. Cooking and other appliances. 5. Range exhaust hood. 6. Duct insulation. 7. Duct runs and sizing (coordinate with framing). 5. Floor Framing A. Call out or show all joists size, spacing, grade and species. B. Show all headers, doubled joists, blocking,bridging, etc. C. Call out or show floor sheathing and underlayment. D. Show any special conditions that would impose heavy loads, moisture, etc. E. Show insulation to be installed. F. • Show location of plumbing and mechanical penetration of the floor system. 6. Roof Framing A. If trusses: show expected lay out of trusses and bearing points, show hips,valleys and ridges, and insulation. B. If stick built, show. 1. Ceiling joist size,spacing, span and species. 2. Insulation. 3. Ceiling finish material. 4. Rafter size, spacing, span and species. 5. Location, size, etc., of any beams or purlins. C. All roof systems 1. Attic ventilation (low and high). 2. Indicate if attic will be used for storage. 3. Show attic access. D. Roofing 1. Sheathing type and thickness. 2. Roofing type and weight(provide attachment schedule if tile or metal). 3. Underlayment. 2 7. Deck Detail: Show 1. Guardrail, spacing and height. 2. Joist size, spacing and species. 3. Posts and beams; size, spacing and species. 4. Types of connectors,post to beam,joist hangers etc. 5. Type of decking material. 8. Stair Detail: Show 1. Rise&run. 2. Handrail type and height. 3. Location, width and head room. 4. Size of materials and species. 9. Elevations 1. Show all exterior elevations including existing and proposed finished grades from property line to property line. 2. Show a section through the lot at the driveway(to begin at the street paving or curb). 3. Include all additions to the structure such as decks, retaining walls, porches, stairs, etc. 10. Storm Drainage: Show how footing drain and roof drain water will be disposed. Drain must run to an approved storm water system. See Ordinance No. 2366 11. Show utility connection points on the site plan and proposed path of underground connections to the structure. Indicate pipe type and size for water and sewer. 12. Proposed Sewer System, Either: A. Submit a letter of approval from the Skagit County Health Department for septic, or B. Provide a sketch showing the proposed tie-in to the existing sewer system. 13. Note that no retaining walls, rockeries, or other structures may be placed outside the property lines in the public right-of-way. 14. Provide complete dimensions showing location of all walls, posts, piers, heights of framing, elevations, etc. to verify compliance with code. 15. Energy Code, Provide: A. Energy calculations showing a complete window and door schedule including U-value for each window and door, window manufactures name, window model number,width and height of window and clear openable area when applicable. Complete the Energy Code application form. 3 B. Envelope Calculations: 1. Provide complete envelope heat loss calculations showing the U values for each exterior wall assembly, windows, doors, floors, and ceilings. These calculations are used to determine the maximum heat system output for the structure. Show heat system make,model number and output rating on the plans. C. When not following the prescriptive path, provide envelope calculations showing how the structure complies with Chapter 5 of the Washington State Energy Code. D. Show all ventilation fans,whole house ventilation fan and control, and fresh air inlets per Washington State Energy Code. 16. Parking: Show required off-street parking. For 3 or more units show parking lot design, driveway access and street access. 17. Site Plan Review. A site plan review is required when 3 or more units will be placed. See our site plan review handout for information. 18. A state environmental checklist must be completed when more than 20 dwelling units will be placed. Revised 12/96 4 E' CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: Haa1 & L^'`9 Date: S , —ate Contact Person: S C0#\ -$rv. Phone No.: aq3-&,3 rq Assessors No.: Lot $ Block: Addition: ct cLe l ea (Building Department Checklist for Completeness) OK NA OK NA ❑ Fire Department Access ❑ Fire Hydrant Located within 250 feet ❑ Fire Flow Required [] ❑ Shoreline or Wetlands ❑ She Plan El ❑ Covenant Approval ❑ Variance Required U ❑ Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ ❑ Survey in File 0 0 Fill on Site Received and Reviewed by: V \, Date: S— I vho (Engineering Department Checklist for Completeness) OK NA OK NA i ❑ Water Extension/Meter El Sewer Extension/Connection El Improvements/Sidewalks 0 Site Drainage Plan ElCovenant Not to Oppose Future LID El Latecomers Agreement ElStreet Drainage 0 Driveway location,slope,culvert ElStorm Drain Extension Received and Reviewed by: `-7--- Date: )0'at< FURTHER COMMENTS Zoning: g ' d. — Lot Size: OI______,Covera e Allowed: j s Actual Coverage: Ili 1 ....._ OPEN SPACE I 1 a ®.® LOT sr —1 T RW sF 1 \ \ \ Anaen..wA \ \ 1 i 1 • SS ads uE I r\ I :. 1 \ . I Optional Deck I a ; 4^ i 's LOT 58 1 1 Adjacent Lot g1 \ 8 Residence p m ,» ` LOT 56 +yyy�6 pa@ IA ¢ s' Adjacent to n` ' c it iA pg1 ;.�1 .... __4. s.. —, I Q 71., � Gauge I • t • "'I I . . \1 11 :. 1 III ' ` � :� 1 I � ..: . J 1� Jla I'' \� 1 # I g. Z II ~x a i, �� I�9 1 I �� —k>C miry amen —t _ , _ • I0 .il r— SIHYI-,— �� 51 8'M aC k ' • .®maw mu'm mw s+ Temporary A.Benchmark Du=C=STRUMS',THE MMOff 59L � Et O2M LID MM ELT FEY]M3F AYO suuw awES ro vRartn mHctw MO ooRMR=PRpFRR6y _ _ _ CHERRY LANE MY OR MI CE ME F OWin M]NWL �� YEM=HILL TE usEo AS tl=W-CATCH CR51 Rmum D]IS.C E S. _ F I m N LL ulf NW Plans TM PE=FMED Wt?OF mosoti WMaE.IF MY w �ml E Y' w 0610004-1 0005 04/10/2006 002 4 j .'- s4 ar ^r 1' s *i�}7q``�� .. "4 r'�'x7 d t 7 3Le.---):Et-:* F7.77-,71as,'s`,+,j Tiw.,: ,G�ikw°�+ u„ ":7„: .b` C ., ..+�' Y,��.:4 „r j l +�.''c s i 4t.ttiL' :?' ry: x✓ L. + ?lY y?vSA iy3 :. H c&'+}, 1 ''Ch u- 4 =ti s k Le9e `' ( :sr e o fl a 4 ';: x 5 �s r ,,. 49...., hr'r,1E +n' t� re t. Ui7� tr)� ;Yr y✓ r' V t. 9. "�,�,+ i�,: r?i. 'Jxel `' s '»33 i; ti„- 'u ,� Z., .. : �+ t` ,; �. tis�'+�u,�r -?*u� , i t�z '�. r9 <� ' �3r'�5 (^�"',cw�� }} `' w'r< �;i`��av 'I w�l ay,� Tr + �, '� ) s? } , :: h6',,I,'N + k5 i x «i.eVO ,,'Pit l t � .:4'8:41,,, XA'"^� arxii��4P:: Ssx .'xia' �.,'i ; 1({ +i E+i w r wi.i .i m u +®L . t 41 S ti I t C ,r i, ?, ail ('++ :� ri w Lam... 1 x yr t� i u3. A4 x,My ;?H .sxi.© t.--- - J c�i. �iy '(. .'� R� ` `dam i �..4 4 t ��,i€' y�LL?it,,, fik'¢,� �1a,fir.._s—.m.vr..r._w:uw.....ai, •• "'v._.�.:elea s , , .✓.'YS. �.,_,:.E..:r.N:«...1ttµSvs.' .6' S' drar� i—'.'s+:SDu..au^x& dsva.,> `bp r Site Address: 4-267 CNERR.'J L,Aty� Parcel No.: \ 1 404-0 _ Lot: 57 0Rt44R,O6 Block: Div: Addition: t , ul+ �rt"4 e"Et iY to E(i3 j a =t4art, r,^r3+?mims'} nb iL ,' r+`+i( r47,7''tw 3 art?r-4Y .�irom tx. 6 tlr'xrp efiElrw+,st r:+ $i i'"'+TSt A4� 4tEitE`?; . nil,I` ,se:.,t " rl ir'itt„4„i G1 4f7 0,...N.'wtli,,,rri cfr jx,1,,wpc. `:.,+4:;,? irx.T ,': 4tx,;44,,i�C+ �„g.wo.V.:1 `.I aMds' utzsy}C"e i)r,y E. Name Name Name RUING CON51Roc4oN &uoRA'Uot4 SR120AI 6kAl 4 IRVIg6 CoNSYRuC-t'Ion1 CoRCOO/MIA Mailing Address Mailing Address Mailing Address SIR eotAMERAIAL RVF,kive/ SotIE G Fe. Sox. 580 9t9 CoW►actAL AusNuE1 5urE6 City: State: Zip: City: State: Zip: City: State: Zip: RNACoRYES , WA 9822.1 F,EWn a.F1/4 , , WA 98228 ANgcorate5 , W A 4B a! Contractor Lie.No.: I RV/14 CCo44- k2 Phone No.: 360 293 (0354- Phone No.: Slob 733- 3bSO Phone No.:36oZ436154-Exp Date: Contact Person: 3o4N Ctc W LEY or Scan' j2V1144, Phone No.: 3Lo 293 6354- rE3" t rc.timMffu+ r1,,,A Axs}, aR+�,yr .at � :47,4,i 11ttY���tr" fJ L7k:M � .,0 ,0ttl yeVW ;04.( �8u 12',1: ,g'4 .Elc. „'f:Li n4'�„A?o-S 4§�4 :��1,e .ra,.,wr,,tc-'G +o,LR���;�`,�lhY�+"'s'wrx �,e5 '�. �_,4..�., `� u7•r,trG��vr.�wU . ..+�n'-� nx���`;�..; � v�r..3".=,rxld,k` n�� %' (Check One) Single Family: Multi-Family: Apartment: Condominimum:_Senior Housing: Retail: Office:_Restaurant:_ Manufacturing: Storage:_Bank:_Assembly: Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OFWORK: NEW Z€.SIDENCE + c rt r ni i' 'r . a ,' fitxu>k 'x;"^ vHA- ,� a a4� ' C `cYf'...i r-9V 55' Ssx, RS1 r e v 7$ i+ ro via ,t t A r a't,.,.2 v" a n Ab1 +''} } t 5 6 "{+11 `X .!' l "in p n ��^ y u"�y�' ,+�iz}�''t,f�ak ,� r Y gfi . i IF. . n.�.m'?'., t l^n mid' 't�� . `.'L ,' e+ i.'t,'e.�£!1 � ,� .3 z ' a!l`v'i '�1 i �f rSNi r3muY i.( �`.F.rr lk#i Y, Street Setback: 2D ft. 2nd Floor: sf. (Circle YorIV) ld Side Setback I tC) ft. 3rd Floor: sf. Shoreline/Wetlands Y (a11j 2'd Side Setback: I b ft. Basement: ----- sf. Water on/Adj. To Property Y €D Rear Setback: ft. Occ.Group: PiS ANb 0-I Soils Report Y 40 Use Zone: Yz I Carport Area: sf. Sensitive Area Y Type of Construction: V Non-,en7Eft, Garage Area: f. Latecomers Agreement Y P Lot Area: I2-,oot7 sf. No. of Stories: I Fire Hydrant(250 Feet) ® N No. of Dwellings: I Building Height: —l$'-S" Variance Y Lot Coverage: 3,e31 ('z5.3`',o) Deck Area: sf. Covenant Y clip 1"Floor ZZ*% sf.ca3,775 LL�J,pop Flood Zone X A AE VE Project Valuation(Labor and Material Cost): oS)1 , -7(S THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN I80 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE t HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES DOVE G THIS TYPE OF WORK WILL BE COMPLIED wan Ilerwr, , CLUDING CALLS FOR INSPECTIONS. v II SIGNATURE: 14 ( ` ATE: 4'7 a(, APR 1 0 2006 li! I How to Meet Ecology's Construction Stormwater General Permit Requirements: A Guide for Construction Sites Washington State Department of Ecology Written by Jennifer Hennessey i 4 c . � , �` V [ r we ' Ir+1 ■►i/�ei1ata1 IreTYe pp LE C=dO G 1TLE ' .c44iiiittil .• Publication #99-37 • t (Revised January 2006) i Table of Contents Page(s) Background on the Permit 3-5 What is the Construction General Permit? 3 Which Construction Sites Need to Apply for a Permit? 3 Exemptions 4 Who Needs to Apply? 5 Individual Stormwater Permits 5 What Does the Permit Require? 6-12 Apply for Permit Coverage 6 Develop and Use a Stormwater Pollution Prevention Plan (SWPPP) 7-10 Install and Maintain Best Management Practices (BMPs) 7-10 What's required in a SWPPP? 8-10 SWPPP Template 10 Pay Permit Fees 11 Monitor Stormwater and Inspect Best Management Practices 11 Record and Report Results 12 Terminate the Permit 12 How do I transfer coverage under the permit? 13 Additional Resources 13 Web Resources 13 Contact Ecology • 13 Forms Application and Instructions 14-17 Notice of Termination 18-19 Transfer Form 20-24 Acknowledgements The authors of this report would like to thank the following people for their assistance in developing this guide: Jeff Killelea, Andrew Craig, Roberta Woods, Linda Matlock, Ray Latham, and Chris Dew. 2 Background on the Permit What is the Construction Which Construction Sites Need to Stormwater General Permit? Apply for a Permit? The Department of Ecology implements Construction activities that require this the Federal Clean Water Act. Because of permit are any land disturbing this federal law, Ecology's construction activities such as clearing, grading, stormwater general permit is required for excavating, and/or demolition that: certain construction activities. The goal of the permit is to reduce or eliminate 1. Disturb one or more acres of land stormwater pollution and other impacts to area surface waters from construction sites. OR 2. Are "part of a larger common plan of Construction site activities disturb the land development or sale" that will and, when it rains, can create a lot of ultimately disturb one or more acres of muddy, polluted stormwater. When this land muddy stormwater runs off-site (also AND known as a discharge), it often causes 3. Discharge stormwater from the site sediment increases and alters the water into state surface water(s) or into chemistry in local streams, rivers, storm drainage systems, which discharge wetlands, and lakes. This lowers water to state surface waters. quality and often harms the uses that humans, fish, and other wildlife rely upon. Ecology can also require a permit for any size construction site, if it determines the This guide summarizes the requirements site is a significant contributor of of the Construction Stormwater General pollutants to waters of the state. Permit: • which construction sites it applies to Construction activities that require a ▪ how to get a permit, and permit also include clearing forested • what the permit requires construction areas, if the clearing is in preparation for site operators to do. construction activities. In the back of this guide are useful forms, such as an application for permit coverage Definitions and a notice of termination. For more Larger common plan of development or sale: details on the 2005 Construction An area where multiple, separate and distinct con- Stormwater General Permit, please read struction activities may be taking place on different theschedules under one plan. In a larger common final permit. A copy is available from plan, the disturbed area of the entire plan is used Ecology or on our website at: to determine if a permit is required. http://www.ecv.wa.a?v/orocrams/wa/ surface waters of the state: Stormwater/construction/ include wetlands, ditches, rivers, unnamed creeks, rivers, lakes, estuaries, and salt water. Most con- struction sites discharge to waters of the state. 3 Exemptions to the Permit The following types of sites and activities • West of the Cascades Crest: do not reauire a permit: June 15 - September 15 of the same year. • Construction activity for routine • East of the Cascades Crest, maintenance of an original line and except the Central Basin: grade, hydraulic capacity, or the June 15 - October 15 of the facility's original purpose. same year. • The Central Basin, east of • Sites that retain all stormwater on the Cascades Crest: site. For example, if all stormwater no time restrictions apply. is discharged to the ground through The Central Basin is an area infiltration basins, dry wells, drain of Central Eastern fields, or other means of discharge Washington with less than into the ground. 12 inches of precipitation per year (see Region 2 on • Construction sites on federal land or the map attached to the Indian Reservations, except for erosivity waiver form). construction on the Puyallup Indian ✓ If construction extends beyond this Reservation. period, the owner or operator must follow public notice • Forestry activities such as nurseries, requirements and apply for a reforestation, thinning, prescribed stormwater permit. burning, or timber harvesting that ✓ Project disturbs less than five acres are NOT part of preparation for of area. If part of a common plan, construction. the total land area disturbed must be less than five acres. • Sites covered by an existing NPDES individual permit for stormwater The low rainfall erosivity waiver: discharges. • Does not apply to non-stormwater discharges such as wastewaters and • Sites covered by an erosivity waiver hydrostatic test waters; (see below). • Only applies to the requirements of this permit; Low Rainfall Erosivity Waiver • Does not replace the authority of Sites under five acres may be exempt other local agencies; and from the permit, if the site meets the Low • Is not available for sites determined F Rainfall Erosivity Waiver conditions below: to be a significant contributor of pollutants or sites excluded from ✓ The erosivity factor during the this permit, such as sites with post- project is less than five according construction discharges. to a calculator found online at: http://ei.tamu.edu/. The construction site operator must apply for a low rainfall erosivity waiver ✓ Construction disturbance starts at least one week prior to beginning and finishes within the following land disturbance. timelines for the different areas of the state. 4 Who Needs to Apply? The operator of the construction site must Stormwater Pollution Prevention Plan (SWPPP): apply for permit coverage. The operator A document that reflects the specific practices, can be either the party with operational physical structures and plans on the construction control over construction plans and site that will prevent discharges of turbid or specifications or the party in charge of polluted stormwater to waters of the state. day-to-day activities related to the Stormwater Pollution Prevention Plan WPM (SWPPP). The operator, also known as - the permittee, is responsible for applying 0. -r . .4 •..—.. and following the terms of the r •� Construction Stormwater General Permit. . 's•Aok All municipal governments must apply for permit coverage for construction projects with one acre or more of disturbed area that discharge stormwater to state waters. Storm waterdischarging•fromapipeoutow Individual Stormwater Permits You must get Ecology's storm water permit If local conditions indicate that the general even if you already have permits from your permit will be ineffective to protect water local government. Ecology's permit does quality, Ecology may require a not replace more stringent requirements construction site to obtain an individual by local government. stormwater permit. An individual permit is written specifically for the site. Contact your local regional office for more information (see page 13). A Stormwater Pollution Prevention Plan(SWPPP) uses many different practices on the construction site to At:" ! _at prevent erosion and pollution iir" ,� of stormwater runoff. At this construction site. I I _ several practices are in place A - including:a terraced and �!,� E '►-y�� revegetated slope, silt fences, ` '-- - �.. , ' - and covered soil with straw and hydro-seeding. What does the Permit notice. Unless notified by Ecology, your Require? the coverage begins 31 days after the second notice is published. 1. Apply for Coverage The public notice must include the 2. Develop and Use a Stormwater following information: Pollution Prevention Plan ✓ The name and address of applicant 3. Pay Permit Fees ✓ The name, address or location 4. Monitor Stormwater and Inspect description of the construction site Best Management Practice's ✓ A description of the applicant's 5. Record and Report Results construction activities and areas from 6. Terminate the Permit which a stormwater discharge will occur, and 1. Applying for Permit Coverage ✓ The name(s) of receiving water(s). If In order to receive coverage by the 2005 the discharge will be to a storm sewer, Construction Stormwater General Permit you must follow these steps: Sample Public Notice Applicant XYZ Construction Company, 555 Submit a completed Notice of Intent Sunny Ave, Anywhere, WA 98000, is seeking cov- (NOI) Application erage under the Washington State Department of The NOI is the official permit application, Ecology's Construction Stormwater NPDES and which requests information about your State Waste Discharge General Permit. Any person desiring to present their views site. Submit your NOI prior to the first to the Department of Ecology regarding this appli- public notice (see below) and at least 60 cation, or interested in the Department's action on days prior to discharging stormwater. this application may notify the Department of Ecol- If your operation is located in Seattle, King ogy in writing within 30 days of the last date of County, Tacoma, Pierce or Clark Counties, publication of this notice. Comments can be sub mitted to: Department of Ecology, PO Box 47696, you must also submit a copy of your NOI Olympia, WA 98504-7696, Attn: Water Quality Pro- to that jurisdiction. See the back of this gram, Construction Stormwater. guide for copy of the NOI form. The proposed 150-acre residential project, known as Clearview Heights, is located on the cor- nerYou are to submit a copy of 55th and Sunny Ave, in the city of Anywhere. your not requirede alongwithyour Approximately 120 acres will be disturbed for con- of struction of stormwater facilities, roads, utilities, application. Your SWPPP must be sidewalks, a park, and single-family homes. Storm- finished before you begin water will be collected in an on-site detention sys- construction. tem and bio-filtration swale, prior to discharge to Anywhere Creek and Wetlands. The wetlands will Notice be protected by established buffers. A pre- Publicdeveloped discharge rate of stormwater will flow to As part of obtaining a permit, you are the wetlands. required to publish two public notices. The Any person desiring to present their views applicant must publish a public notice one to the Department of Ecology regarding this appli- time each week, for two weeks in a row, cation, or interested in the Department's action on this application may notify the Department of Ecol- with 7 days between publishing dates. You ogy in writing within 30 days of the last date of must place the public notice in a publication of this notice. Comments can be sub- newspaper that has general circulation in mitted to: Department of Ecology, PO Box 47696, the county where the construction will Olympia, WA 98504-7696, Attn: Water Quality Pro- take place. A 30 day public comment gram, Construction Stormwater. (Dates of publica- tion in the period begins after you publish the second 18, 2005.)Anywhere Times, August 10 &August 6 include the name of the storm sewer Overview of SWPPP requirements operator. ✓ The statement: "Any person desiring to This section provides a brief overview of present their views to the Department the objectives, contents and requirements of Ecology regarding this application, or of the Stormwater Pollution Prevention interested in the Department's action Plan (SWPPP) as set out in the general on this application may notify the permit. For more details on specific Best Department of Ecology in writing within Management Practices (BMPs) refer to the 30 days of the last date of publication 2005 Construction Storm water General of this notice. Comments can be Permit and Ecology's two Stormwater submitted to: Department of Ecology, Management Manuals. PO Box 47696, Olympia, WA 98504- 7696, Attn: Water Quality Program, Objectives of the Stormwater Construction Stormwater." Pollution Prevention Plan 2. Developing and Using a I Use Best Management Practices Stormwater Pollution Prevention (BMPs) for identifying, reducing, Plan eliminating, or preventing sediment and erosion problems on-site. The permit requires you to develop and ✓ Prevent violations of surface and use a Stormwater Pollution Prevention Plan (SWPPP). The purpose of a SWPPP is ground water quality and sediment to reduce or eliminate erosion and prevent management standards. stormwater pollution from your site. The most important part of the SWPPP is I Prevent impacts to receiving waters designing, installing, and maintaining from peak rates and volumes of Best Management Practices (BMPs). stormwater runoff. You must update and maintain the SWPPP throughout the life of the construction What needs to be in the SWPPP? project. The SWPPP must contain a narrative and You can apply for a permit prior to drawings including: completing your SWPPP. However, your SWPPP must be complete before you I Information on the site topography, break ground. You must install and drainage, soils, and vegetation maintain appropriate and adequate I Potential erosion problem areas BMPs prior to beginning construction and ✓ Types of BMPs used to address the throughout the construction project. SWPPP requirements and their locations You must keep the SWPPP onsite. You also I Construction phasing and sequence need to designate a contact person who ✓ Your actions in the event that BMPs will be available 24 hours a day to respond do not meet performance criteria. to inquiries and inspections by Ecology. An example is preventing soil erosion through additional soil Best Management Practices(BMPs): stabilization. The specific practices and physical structures I Engineered calculations for designed used on the construction site to prevent structures such as retention ponds pollution of stormwater runoff. ✓ Site log book 7 What's required in a SWPPP? 3. Control flow rates The permit requires the following 12 Protect properties and waterways elements be included and addressed in the downstream from the site from SWPPP. This section provides a brief impacts of stormwater runoff. summary of SWPPP requirements. If Reducing flow and preventing specific site conditions make certain erosion are two ways to do this. elements unnecessary, the operator must provide written evidence in the SWPPP 4. Install sediment controls explaining why the elements are not needed. Pass stormwater through a sediment pond, sediment trap, filter or other The Twelve Elements of a SWPPP equivalent measure before it leaves the site or enters drain 1. Preserve vegetation and inlets. mark clearing limits Construct sediment ponds, traps, Protect natural vegetation and trees. perimeter dikes, sediment barriers Use vegetated buffers. and silt fences as first step in grading. Before grading, mark clearing limits and sensitive areas for protection. 5. Stabilize soils 2. Establish construction access Soil stabilization includes temporary and permanent seeding, mulching, Reduce vehicle access points and geotextiles, erosion control fabrics, stabilize entrance with crushed rock and sod stabilization. or similar material. Minimize mud and dirt tracked onto paved roads. Clean road surfaces on a regular basis. Shovel and sweep ��, ✓! mud off roadway. • An example of stabilizing stockpiles with � l• plastic and hydro-seeding. • This muddy ramp is NOT a good access point for construction vehicles, The mud tracked onto streets will wash out in stormwater. Instead, use crushed rock pads to stabilize entrances. 8 6. Protect slopes pollutants include: waste materials, chemicals, liquid products, Divert runoff around slopes and petroleum products, oil, demolition disturbed areas with pipe slope debris, and batteries. drains. Prevent or treat contamination of Design and construct cut and fill stormwater runoff by alkaline slopes to minimize erosion. Methods sources such as: bulk cement, may include terracing and cement kiln dust, fly ash, and water diversions, and reducing steepness. used to wash and cure concrete. Obtain written approval from Ecology prior to using chemical treatment other than CO2 to adjust pH. 10. Control de-watering • rT. W - Carefully control de-watering. If you have muddy or contaminated e� de-watering water, then treat it • separately from other stormwater An example of slope stabilization of exposed runoff. dirt using straw and plastic. 11. Maintain BMP's 7. Protect drain inlets Regularly inspect, maintain and repair all BMPs. Inspect erosion and Protect all operable storm drain sediment control BMPs at least once inlets from sediment. every seven days and within 24 hours after any discharge from the Clean and remove sediment from site. inlet protection devices when they fill to 1/3 of their capacity. Remove all temporary erosion and sediment BMPs within 30 days of 8. Stabilize channels and outlets final site stabilization. Remove or stabilize on-site trapped sediment. Stabilize drain outlets, adjacent stream banks, slopes and channels 12. Manage the project with armoring such as rocks or gravel. Construct projects in phases when possible. 9. Control pollutants Prevent chemicals and other pollutants from contact with stormwater. Handle and dispose of pollutants properly. Typical The goal of this permit is to reduce or Stormwater management manuals eliminate stormwater pollution and other impacts to surface waters from Ecology developed two manuals, one for construction sites. Having all of the twelve western Washington and one for eastern elements in the SWPPP and Washington. These manuals provide more implementing those elements will help specific erosion control and pollution you meet this goal and keep you in prevention guidance to developers, compliance with this permit. engineers, and construction contractors. These manuals contain the specific information you need to meet all required SWPPP elements. Avoid discharges c f polluted stormwater runoff like this one. Minimize soil erosion and other pollution To get a copy of the manual: by using and maintaining appropriate BMPs. • Download from the web at: Western Washington . r � http://www.ecy.wa.gov/programs/ L� wq/stormwater/manual.html -" Eastern Washington • L' ab http://www.ecy.wa.gov/ .q • `� " • . + ri pubs/0410076.pdf } ' ` : :`--•R • For a CD or printed copy, mail Nun �'` a check or money order to: Washington State Department of Printing PO Box 798 SWPPP template Olympia, WA 98507-0798 You can produce your own SWPPP using Include your name, mailing address, the Ecology SWPPP template. This phone number, and the name of the template is available online in Microsoft publication (Stormwater Manual, Word format. The template steps you specify which one). Allow two weeks through the required elements of a for delivery. If you have questions SWPPP. You can fill in your specific site about ordering the manual, call information in various stages and save it Department of Printing at: as your own final SWPPP document. It is 360-753-6360. important to follow the instructions for setting up Word prior to downloading the Prices template. To download the template and CD = $14.78 (includes files showing instructions, visit the construction the changes from the 2001 version). website: Manual = $65.23 Manual & CD = $72.42 http://www.ecy.wa.qov/proarams/wQ/ stormwater/construction Ii 3. Pay Permit Fees CESCL course contact information. There is no application fee. However, state The permit requires you to keep a site log law requires all permittees to pay an book containing the results of all site annual permit fee. Fees are set by state inspections, stormwater sampling and regulation. The minimum annual permit other SWPPP records on-site or readily fee is $353, but the fee is higher for larger accessible. disturbance areas. Ecology will bill permittees soon after receiving their permit. After the first bill, Ecology will bill Construction sites 5 acres and over must permittees annually. Call Bev Poston, Fee begin sampling storm water on Administrator, at 360-407-6425 with any October 1, 2006. questions regarding fees. 4. Monitor Stormwater and Inspect Construction sites 1 acre and larger, but less than 5 acres do not need to begin BMP's sampling stormwater until October 1, 2008. The permit requires permittees to perform stormwater sampling on a weekly basis when and where stormwater and The permit also phases-in stormwater authorized non-stormwater discharges off sampling requirements. Depending on the site. Ecology is developing a monitoring size of the construction site, you will have guide called How to Do Stormwater different required sampling methods and Monitoring: A guide for construction sites. start dates. See table below for details. For more details on where and how to perform stormwater sampling, consult this guide. When it is finished, Ecology will Table 1. Stormwater Sampling post the monitoring guide on its web site and have it available for ordering. Sampling Sampling Size of Soil wJ wJ pH Allpermittees must alsoperform visual Disturbance Turbidity Transparency sampling Tube site inspections of their BMPs to ensure Meter they are functioning correctly. Conduct Less than 1 site inspections of all BMPs weekly and acre No No No within 24 hours of any discharge from the site. The permittee must modify the Beginning Beginning Beginning October October 1, October 1, SWPPP, if inspections show: 1) BMPs are 1, 2008 2006 2008 not working as intended or 2) the SWPPP 1 to 5 acres is, or would be, ineffective in preventing or Yes, either Yes, either Yes minimizing soil erosion that will lead to a meter tubeor meter or tube discharge of polluted stormwater. - Beginning Beginning 5 acres or October October 1, Beginning October 1, 2006, a Certified more 1, 2006 No 2006 Erosion and Sediment Control Lead (CESCL) must conduct the site Yes Yes inspections for sites one acre or larger. Ecology has a list of approved CESCL training courses. See Ecology's website for ii 5. Recording and Reporting Results Phone report of high turbidity The permittee must call their Ecology Record data regional office within 24 hours of analysis The person conducting stormwater if either: sampling needs to record the results of stormwater monitoring. For each • Turbidity measurements is 250 NTU measurement, record the following or greater information: Or • Transparency is 6 cm or less • Date, place, method, and time of sampling or inspection Keep records for three years • Name of the person doing the Keep all monitoring information, the sampling or inspection SWPPP, and all other documentation of • Observations made during compliance with permit requirements inspections throughout the construction project and Any maintenance performed for at least 3 years after the permit is • Dates that samples were analyzed terminated. • Analytical method used • Result of analysis The SWPPP and site log book must be kept onsite. Designate a contact person who Monthly report to Ecology will be on call 24 hours a day. Permittees required to conduct sampling 6. Terminate Upon Completion must submit a monthly discharge monitoring report (DMR) to Ecology. If you have no discharges during the month, you You can terminate your permit, once you must still submit a form stating "no have: discharge." An electronic version is on 1) Stabilized all soils with permanent Ecology's Construction Stormwater web vegetative cover (or the equivalent) site: 2) Eliminated construction-related stormwater, and htto://www.ecv.wa.ciov/programs/wci/ 3) Removed all temporary BMPs. stormwater/construction/ Permit fees will continue until Ecology You can also submit a paper version of the receives a completed Notice of Termination DMR located in the back of this guide. form and the Notice of Termination is Send reports by mail to: granted. Department of Ecology Water Quality Program You can also terminate your permit, if all Construction Stormwater portions of the permitted construction site PO Box 47696 have been transferred to other operators. Olympia, WA 98504-7696 A Notice of Termination (NOT) form is Ecology must receive DMRs within 15 days located in the back of this guide. Send the after the end of each month. If the completed NOT to the same address as permittee monitors more frequently than the monthly reports (see left). Termination required by the permit, these results also is effective when Ecology receives the need to be submitted in the DMR. form, unless Ecology notifies you in writing 12 within 30 days that your termination is Whatcom, Skagit, Snohomish, Ferry, Stevens, denied because you have not met the Pend Oreille, Lincoln, Spokane, Grant, Adams, Whitman, Franklin, Walla Walla, Columbia, conditions for termination (see above). Garfield, Asotin Linda Matlock How do I transfer coverage under the 360-407-6437 permit? Imat461@ecy.wa.gov If you are in compliance with your permit Okanogan, Chelan, Douglas, Kittitas, Yakima, and another operator is managing the Benton, Klickitat, Skamania, Clark, Cowlitz, remainder of the project, you may modify wahkiakum, Lewis, Pacific, Grays Harbor, Mason, or transfer coverage of your permit. Jefferson, Clallam Joyce Smith You need to fill out and submit a Transfer 360-407-6858 Form and an updated permit application to iosm461@ecy.wa.gov Ecology. You can find a transfer form in For questions about permit fees: the back of this guide or download a copy Bev Poston from the web. Phone: 360-407-6425 Email: bpos461@ecy.wa.gov You may also transfer a portion of your For questions about a specific construction operation with a partial transfer. The site, call the regional or field office that covers partial transfer option is located on the your county. Ask for a stormwater inspector, when same Transfer form. you call. Additional Resources Bellingham Field Office 360-738-6250 Whatcom Web Resources Central Regional Office 509-575-2490 All forms and additional information will be Benton, Chelan, Douglas, Kittitas, Klickitat, accessible online at Ecology's construction web Okanogan, Yakima site: Eastern Regional Office 509-329-3400 http://www.ecv.wa.uov/programs/wq/stormwater/ Adams, Asotin, Columbia, Ferry, Franklin, Garfield, construction/ Grant, Lincoln, Pend Oreille, Spokane, Stevens, You can also search for specific publications by Whitman number or name at: Northwest Regional Office 425-649-7000 htto://www.ecv.wa.gov/biblio/wq.html Kitsap, King, Island, San Juan, Skagit, Snohomish Certified Erosion and Sediment Control (CESC) Southwest Regional Office 360-407-6300 courses: Clallam, Grays Harbor, Jefferson, Lewis, Mason, http://www.ecy.wa.gov/programs/wq/stormwater/ Pacific, Pierce, Thurston certified erosion and sediment c.htm Contact EcologyVancouver Field Office 360-690-7171 Clark For questions on the application or other forms: Seattle, Kitsap, Pierce, Thurston Forms Charles Gilman 360-407-7451 Forms are located in the back of this publication. chgi461@ecy.wa.gov Send all completed forms to: King, Island, San Juan Department of Ecology Tammie McClure Water Quality Program 360-407-7229 Construction Stormwater tmcc461@ecy.wa.gov PO Box 47696 Olympia, WA 98504-7696 13 • NOTICE OF INTENT (NOI) Check if applicable: 11. 11 APPLICATION FORM ❑ Change/Update Permit Information e c o I. ii c r Construction Stormwater General Permit ❑ Modification of Permit Coverage Permit#WAR Please print or type legibly all sections of this application. I. Operator/Permittee II. Site Owner Operator: Person who has operational control over plans and specifications and/or has day-to-day (If different than OperatorlPermittee) operational control of activities which ensure compliance with permit conditions. Name Name Company Company Unified Business Identifier(UBI) Unified Business Identifier(UBI) Individuals without a UBI, enter none or non-applicable. Individuals vithout a UBI. enter none or non-applicable. Mailing Address Mailing Address PO Box(Optional) PO Box(Optional) City State Zip City State Zip Phone No. Business Ext. Phone No.Business Ext. Cell Cell E-mail(Optional) E-mail(Optional) Fax No. (Optional) Fax No. (Optional) Ill. On-site Contact Person IV. Billing Information Same as Certified Erosion &Sediment Control Lead Name Name Title Title Company Company Mailing Address Mailing Address PO Box(Optional) PO Box(Optional) City State Zip City State Zip Phone No. Business Ext. Phone No.Business Ext. Cell Cell E-mail (Optional) E-mail (Optional) Fax No. (Optional) Fax No. (Optional) ECY D20-085(rev 12105) Page 1 14 V. Site Location VI. Site Information Site/Project Name Total size of site acres Street Address or Location Description(if the project or site kicks a street address. indicate the genera!location Total area of soil disturbance: acres (Enter the of the site(e g., Intersection of Highways 61 and 34)) estimated total area to be disturbed during the life of the project. including grubbing. excavation, grading utilities and Type of project(Road, utilities,subdivision, private infrastructure installation. Note: 1 acre=43 560 ft- home, commercial; etc.) How many cubic yards of concrete will be poured? yd' How many cubic yards of recycled concrete will be used? yd' How many cubic yards of engineered soils(CTB, CKD, etc.) will be used? yd'` City(or nearest city) Zip Estimated project start-up date: County Estimated project completion date Record the latitude and longitude of the site. ' Record the latitude and longitude of main entrance to the site. For projects v✓rthout a main entrance(pipelines. roads, eta) record approximate center of site. degrees, minutes, seconds degrees, minutes; seconds Latitude 0 ' N Longitude 4`/ `For assistance with latitude and longitude refer to: http://cfpubl.epa.gov/npdes/stormwater/latlong.cfm or www.topozone.com orhttp://www.epa.gov/tri/report/siting_tooUndex.htm. VII. Discharge/Receiving Water Information Discharge: Does your construction site's storm water discharge to' ❑ A stormwater infiltration structure with discharge to ground water?{e g., infiltration pond,dry well, regional detention basin, etc.) ❑ Directly or indirectly to a surface water bodyiwater bodies(e.g., via storm drain system, roadside ditch, pipe,etc.)? Provide locations below or attach separate sheet, if necessary. Does your project include dewatering? ❑Yes ❑ No Deivateri ng plans and discharge locations must be included in the Stormwater Pollution Prevention Plan. Some large construction projects(subdivisions. roads pipelines. eta)may discharge to several water bodies. tf the map does not provide a name of a creek or tributary, use a format such as "unnamed tributary to Bull Run Creek. Please indicate the name of the receiving water body. (Attach a separate list for multiple water bodies.) Are any of the water bodies designated as water quality impaired?'(i e., is the water body 303(d)listed or have a TNIDL for turbidity,fine sediment,phosphorus or pH}?. ❑ Yes ❑ No 'For information on impaired water bodies. http://www.ecy.wa.gov/programs/wq/stormwater/construction/const maps.html ECY 020-005{rev 12,05) Page 2 15 Location of Discharge to Receiving Water Enter the water body name,latitude/longitude' of the points)where the site discharges to the receiving water body (enter all locations). Latitude Longitude Receiving Water Body degrees.minutes,seconds degrees,minutes.seconds o N o N W N W o N 'N For assistance with latitude and longitude refer to: http://cfpubf.epa.gov/npdes/stormwater/latlong.cfm (or www.topozone.com) orhttp://www.epa.gov/tri/report/siting_toollindex.htm VIII. Stormwater Pollution Prevention Plan (SWPPP) Has a SWPPP been developed that includes a narrative and drawings? ❑Yes ❑ No if NO,the SWPPP must be completed prior to start of construction. IX. State Environmental Policy Act (SEPA) SEPA requirements must be complied with prior to submittal of the stormwater permit application. If exempt; provide documentation that justifies SEPA exemption. Has SEPA been complied with? ❑Yes ❑No [' Exempt Date of SEPA compliance X. Public Notice The public notice must be published at least once each week for two consecutive weeks, in a single newspaper of general circulation in the county in which the construction is to take place. See the NOI instructions for the public notice language requirements- Permit coverage will not be granted sooner than 31 days after the date of the second public notice. Note: Submit the NOI and public notice to Ecology before the date of the first public notice. You may fax the NOI and public notice to(360)407-6426. You can also attach a copy of the public notice to this form. Provide the exact dates(mmiddlyy)that the first and second public notices will appear in the newspaper: Date of the first notice i / Date of second notice ? Name of the newspaper that will run the public notices: Ecology does not require the submittal of the affidavit of publication. Complete the above public notice information or provide a copy of the notice to be published. ECY 020-CBS{rev 12/05) Page 3 16 PUBLIC NOTICE TEMPLATE (Name of operator/permittee) (Address of owner or 56 representative)is seeking coverage under the Washington Department of Ecology's NPDES General Permit for Stormwater Discharges Associated with Construction Activities. The proposed (total acres)project, known as (project name)is located at (street address. intersection. crossroads or other descriptive site location)in (name of nearest city). Approximately (number of disturbed acres)will be disturbed for construction of _(project tpe)_ (List all construction activity. e.g., clearing, grading, stockpiling(approx yd 3. and location),unportingiexporting materials (yd3), demolition, grading, stormwater facilities, roads; utilities, number buildings/homes and type, sidewalks. landscaping.) Stormwater will be (Brief description of how the stormwater will be cleaned and controlled)prior to discharging (Describe the direction of the stormwater flows:include distance to receiving waters. List wetlands, unnamed and named receiving waters and storm drains, clearly identify buffer location and widths used to protect sensitive water bodies.) Any persons desiring to present their views to the Department of Ecology concerning this application may notify Ecology in writing within 30 days from the last date of publication of this notice Comments may be submitted to: Washington Department of Ecology Water Quality Program Stormwater Unit-Construction PO Box 47696 Olympia, WA 98504-7696 Xl. Certification of Permittees 'I certt6i under penain'of law that tins document and all attachments were prepared ender in1 direction or srrpervisro:r in accordance with a system designed to assure that qualified personnel properly gather and evaluate sire information submitted.Based on my inquby of the person or persons who manage the system or those directly responsible for gathering the information, the mitt-mat:on submitted is, ro the best of my knowledge and belief true, accurate, and complete. fain am are that there are significant penalties for subinirtingfalse information, i?chiding the possibility offitie and imprisonment for blowing violations. Operators Printed Name Title Operators Signature" Date Federal regulations require this application to be signed as follows: A. For a corporation, by a principal executive officer of at least the level of vice president; B. For a partnership or sole proprietorship,by a general partner or the proprietor,respectively;or C. For a municipality,state,federal,or other public facility, by either a principal executive officer or ranking elected official Please sign and return this document to the following address: Washington Department of Ecology Water Quality Program Construction Stormwater Unit PO Box 47696 Olympia, WA 98504-7696 If you have any questions,please call: ci (360)407-7451 Charles Gilman for city of Seattle or counties Kitsap, Pierce; Thurston (360)407-7229 Tammie McClure for counties: King, Island. San Juan o (360)407-6437 Linda Matlock for counties: Whatcom, Skagit. Snohomish, Ferry, Stevens. Pend Oreille, Lincoln. Spokane, Grant. Adams. Whitman,. Franklin, Walla Walla. Columbia; Garfield Asotin (360)407-6858 Joyce Smith for counties: Okanogan, Chelan. Douglas. Kittitas, Yakima,Benton, Kfickitat, Skarnania Clark, Cowlitz, Wahkiakum. Lewis; Pacific, Grays Harbor, Mason. Jefferson, Clallam if you require this document to an aitemative forma please contact tie Water Duality Program at 060)-107-6101.if you are a person WO)a speech orhearinng impairment call 711 for relay service or t-800-833-6368 for Tr Y Ecology is an Equal Caportuarty Agency. ECY 020-085(rev 12105) Page 4 17 Notice of Termination Form Construction Stormwater General Permit Permit4f WAR i r Ii i. ri n f Use this form to end permit coverage I. OPERATOR(Permittee) II. SITE OWNER Contact Name Phone No. Owner's Name Phone No Title Title Company Company Name Mailing Address Mailing Address City State Zip+4 City State Zip+4 Email address Fax No. Email address Fax No Alternate contact. Alternate contact. Name phone# Name phone email Cell phone p email Cell phone if III. SITE LOCATION/ADDRESS IV. BILLING ADDRESS Site Name Contact Name Phone No Street Address(or Location Description) Title Company Name City(or nearest city) Zip Mailing Address County City State Zip+4 Provide legal description if no address for site(attach separate sheet if necessary) Name of receiving waters: V. CONSTRUCTION ACTIVITY-Termination The site is eligible for termination by one or both of the following methods: Check all that apply: ❑ The site has undergone final stabilization.The operator has:permanently stabilized all exposed soils, removed all temporary BAAPs,and eliminated all stormwater discharges associated with construction activity ❑ All portions of the site, which have not undergone final stabilization(Permit Condition S 10 A.1)have been sold and/or transferred (Permit Condition G9), and the Permittee no longer has operational control of the construction activity. VI. CERTIFICATION OF PERMITTEE(S). Please read the certification statement carefully before signing 1 certify under penalty of law that all stormwater discharges associated with construction activity from the identified site that are authorized by the National Pollution Discharge Elimination System(NPDES)and State Waste Discharge general permit have been eliminated,or that I am no longer the permittee for this site.I understand that by submitting this Notice of Termination that I am no longer authorized to discharge stormwater associated with construction activity by the general permit,and that discharging pollutants in stormwater to waters of the State of Washington is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit I also understand that the submittal of this Notice of Termination does not release the permittee from liability for any violations of this permit or the Clean Water Act" Operator Printed Name and Title Date Operator Signature Date ECY 020-87(Rev 121105) 18 Instructions for Notice of Termination Form The pennittee of the site must submit a Notice of Termination to the Department of Ecology:when 1) all stornm-ater discharges from a construction site are eliminated and the site has undergone final stabilization. or 2)the site has been transferred to a different operator(s). The permit fees will continue until Ecology receives this notice. 1. Permit Number Enter the permit number for the facility. 2. Operator(Section q Give the name. address,and telephone number of the person who is responsible for the permit. 3. Owner(Section II) Give the name,and the address of the person. company,firm.public corporation,municipality or any other entity.which owns or legally represents the site. 4. Site Address(Section III) Enter the street address or location description.including the city or nearest city and county for the construction site. Construction sites which do not have a street address must also provide a legal description in the space provided or as an attachment. 5. Billing Address(Section IV) Indicate where the final fee invoice should be sent. 6. Acreage Provide number of disturbed acres in the project. 7. Construction Activity Indicate that all stor seater discharges associated with construction activity are (Section V) eliminated,and final stabilization of all exposed soils is completed.Or.indicate that the permit has been transferred to another responsible party(les) for management and provide the information required on the Transfer of Coverage form. 8. Receiving Waters Provide named and unnamed receiving waters (including wetlands and storm drains). 9. Certification of Permittee(s) Read this statement carefully.The operator or authorized representative of the (Section VI) operator must print his or her name for clarity.then sign and date the document on the lines provided.Refer to General Condition G2 in the permit for signatory requirements. Submit the Notice of Termination to: Department of Ecology Stonnwater Unit—Construction PO Box 47696 Olympia.WA 98504-7696 Note: Confirmation of termination requests will be sent 30 clays from date of receipt. Questions for questions concerning proper completion of this foam.contact the Deparment of Ecology: 360-407-7451 Charles Gilman for city of Seattle or counties:Kitsap.Pierce.Thurston c 360-407.72229 Minnie McClure for counties: King.Island,San Juan 360-407-6437 Linda Matlock for counties:Whatcom. Skagit.Snohomish.Ferry. Stevens,Pend Oreille,Lincoln. Spokane,Grant.Adams.Whitman.Franklin.Walla Walla,Columbia. Garfield.Asotin 360-407-685S Joyce Smith for counties: Okanogan,Chelan,Douglas,Kittitas. Yakima.Benton.Klickitat, Skamania.Clark.Cowlitz.Wahkiakum. Lewis.Pacific.Grays Harbor,Mason. Jefferson.Clallam .1 ion need this publican-on in an alternate farnar,please contact us at 3604074401 or TIT(far the speech and herring unpaired,at 711 or 1-800-533-6368. ECY 020-87(Rev 12105) 19 Transfer of Coverage �'��—ate Construction Stormwater General Permit t ‘11Y „ 4 ECOLOGY Permit;WAR This form transfers permit coverage for all or a portion of a site to one or more new operators • This form allows two transfer options 1) Complete Transfer or 2) Partial Transfer. Determine which option applies to your situation before filling out the transfer of coverage form. Provide all information as required in option 1 or 2. 1. Complete Transfer: means the original permittee has sold or otherwise released control of the site to one or more owner/operators and no longer owns or controls any portion of the site. Either the original Permittee or the new Permittee(s) must submit the following information to Ecology: A. A complete and accurate Transfer of Coverage Form (Attachment A) for each new operator. B. A site map showing the transferred parcels or lots in relation to the originally permitted site. Indicate who owns/operates the transferred lots. 2. Partial Transfer: means the original permittee retains control over some portion of the site after selling or releasing control over a portion of the site. Either the original Permittee or the new Permittee(s) must submit the following information to Ecology: A. A complete and accurate Transfer of Coverage Form (Attachment A) for each new operator. B. A site map showing the area(s) retained under permit coverage by the original Permittee, and the areas transferred to the new Permittee(s): 1. include the new total disturbed acreage retained by original permittee, 2. indicate who owns/operates the transferred lots, and 3. indicate which transferred parcels or lots will now be covered under the revised permit compared to the originally permitted site. The original Permittee must submit an updated application form (NOI) and site map, which indicates the amended acreage of the site retained under the original Permittee's control (Total Size of Site; and Total Disturbed Acres). Following the transfer, the new operator must either: 1)use the Stormwater Pollution Prevention Plan (SWPPP) developed by the original operator and modified as necessary, or 2) develop and use a new SWPPP which meets the requirements of the Construction Stormwater General Permit. ECY 020-087a (Rev 12+05) 20 Send the completed transfer of coverage form(s) and all required documentation to: Department of Ecology Water Quality Program Construction Stormvvater Unit PO Box 47696 Olympia, WA 98504-7696 If you have any questions,please call: O 360-407-7451 Charles Gilman for city of Seattle or counties: Kitsap, Pierce, Thurston 360-407-7229 Tommie McClure for counties' King, Island, San Juan 360-407-6437 Linda Matlock for counties:Whatcom, Skagit. Snohomish, Ferry,Stevens, Pend Oreille, Lincoln,Spokane, Grant,Adams,Whitman, Franklin.Walla Walla,Columbia, Garfield,Asotin O 360-407-6858 Joyce Smith for counties: Okanogan, Chelan, Douglas, Kittitas,Yakima, Benton, Klickitat, Skamania, Clark,Cowlitz,Wahkiakum, Lewis,Pacific, Grays Harbor, Mason, Jefferson,Clallam cc: Permit Fee Administrator Ecology Inspector If you need this publication in an alternate format,please contact us at 360-407-640L For persons with a speech or hearing impairment, call 711 for relay service or 800-833-6388 for TTY. ECY 020-087a(Rev 12r05) 21 ATTACHMENT A: Transfer Contact Information Both the previous Permittee and the new Permittee(s)must sign this form. Type of Transfer(check one) Provide the date that the new operator assumed responsibility for the site ❑Partial Attach additional sheets if necessary. ❑Complete Previous Permittee Information Permttee's Name Company Name(if applicable): Permit 4 WAR Mailing Address City: State: Zip: Phone Number: Email: "For a partial transfer,the original Permittee must submit an updated permit application form(NOI)indicating the reduced acreage of site(Total Size of Site,and Total Disturbed Acres). (Signature) New Permittee Information 1. OPERATOR(NEW Permittee) II. SITE OWNER Contact Name Phone No Owners Name Phone No. Title Title Company Company Name Unified Business Identifier(UBI)9 digit number prowded by Deot Unified Business Identifier(UBI)9 digit number provided by Dept of of Revenue to business owners individuals wrthout a UBI,enter none Revenue to business owners Individuals without a UBf,enter none Mailing Address Mailing Address City State Zip+4 City State Zip+4 Email address Fax No Email address Fax No. Ill. ON-SITE CONTACT Person IV. BILLING ADDRESS Same as Certified Erosion&Sediment Control Lead Contact Name Phone No. Contact Name Phone No. Title Title Company Name Company Name Mailing Address Mailing Address City State Zip+4 City State Zip+4 Cell Phone Email Address Fax Number (optional) Date new operator assumed responsibility and liability for permit coverage Month Day Year ECY 020-087a(Rev 12'05) 22 V. Site Location VI. Site Information Site/Project Name Total size of site: acres Street Address or Location Description (If the oroject or site lacks a street address, indicate the Total area of soil disturbance: acres general location of the srte(e.g. intersection of (Enter the estimated total area to be disturbed during H:ghways 5! and 34)) the rife of the project, including grubbing, excavation. grading. utilities and infrastructure instal/anon. Note: I acre=43,560 ft` Will the project involve poured concrete? ❑Yes ❑No Type of project(Road. utilities, subdivision, private if YES,how many cubic yards v:II be poured: home, commercial etc.) Will the protect involve recycled concrete? ❑'i es ❑No If YES,how many cubic yards-et II be used Attach a map showing location of new permittee's 'twiii the project involve engineered soils(CTB,CKD,etc)? construction site(s). ❑ (es ❑No City(or nearest city) Estimated project start-up date: County Estimated project completion date: Record the latitude and longitude of the site.' Record the latitude and longitude of main entrance to the Me. For projects without a mare entrance(pipelines, roads. etc)_ record approximate center of site degrees. minutes, seconds degrees. minutes, seconds Latitude " N Longitude ' W "For assistance with latitude and longitude refer to: http://cfpubtepa.qov/npdes/stomiwater/latfonq.chn or www.topozone.com orhttp://www.epa.gov/tri/reportisiting tooJ/index.htm. VII. DischargelReceiving Water Information Discharge: Does your construction site's storm water discharge to: ❑ A stormwater infiltration structure with discharge to groundwater?(e.g.. infiltration pond, dry weft, regional detention basin, etc) ❑ Directly or indirectly to a surface water bodyrwater bodies(e.g. via storm drain system, roadside ditch, pipe. etc)? Provide locations below or attach separate sheet. if necessary Does your project include dewatering? ❑Yes ❑No Dewate;,ng plans and discharge locations mast be nncluded in the Stormwater Pollution Prevention Plan. Some large construction projects (subdivisions, roads, pipelines. etc.)may discharge to several water bodies. tithe map does not provide a name of a creek or tdbutary, use a format such as "unnamed tributary to Bull Run Creek. Please indicate the name of the receiving water body. (Attach a separate test for multiple water bodies.) Are any of the water bodies designated as water quality impaired?' (i.e. is the water body 303(d)listed or have a TMDL for turbidity,fine sediment phosphorus or p�H ?. ❑Yes ❑ No " For information on impaired water bodies, http:/Jwww.ecv.wa.qov/programs/wq/stormwater/construction/const maps.html ECY 020-087a (Rev '12/05) 23 Location of Discharge to Receiving Water Enter the water body name, latitude/longitude'of the points)where the site discharges to the receiving water body. (enter all locations) Latitude Longitude Receiving Water Body or Type of Groundwater Discharge degrees,minutes,seconds degrees,minutes,seconds rN : rw N 'N - iW For assistance with latitude and longitude refer to: http:llcfpubl.epa.govinpdes/stormwatedtatlonq.cfm for www.topozoite.com) or htta://www.epa.govhri/renortIsitinatootfindex.htm VIII. Stormwater Pollution Prevention Plan {SWPPP) Has a SWPPP been developed that includes a narrative and drawings? ❑Yes ❑ No If NO, the SWPPP must be completed prior to start of construction. XI. Certification of New Permittee certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those directly responsible for gathering the information,the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.- Operator's Printed Name * Title Operator's Signature Date Please sign and return this document to the following address: Washington Department of Ecology Water Quality Program Construction Stormwater Unit P. 0. Box 47696 Olympia, WA 98504-7695 If you have any questions.please call: 360-407-7451 Charles Gilman for city of Seattle or counties: Kitsap, Pierce.Thurston 360-407-7229 Tammie McClure for counties: King, Island, San Juan 360-407-6437 Linda Matlock for counties: Whatcom. Skagit, Snohomish, Ferry, Stevens, Pend Oreille, Lincoln. Spokane. Grant,Adams, Whitman, Franklin,Walla Walla, Columbia. Garfield. Asotin 360-407-6858 Joyce Smith for counties: Okanogan, Chelan, Douglas, Kitties. Yakima. Benton, Klickitat, Skamania, Clark, Cowlitz, Wahkiakum, Lewis. Pacific, Grays Harbor. Mason,Jefferson, Clallam The Department of Ecology is an equa opaortunity agency and does not dacrim hate on the basis of race,creed,color.disab Iity.age, relgion.national origin.sex,marital status.disati ed veteran's status,`[etnant Era veterans status,or sexua onentabon. ECY 020-067a (Rev 12105) 24 Revisions/Date 1 1 1 70'-O" - - 1 1 1 1 1 1 1 i i 1 1 i i 1 1 1 1 2'-0"/ 36'-6" - - ,I' 15'-6" -/ 4-0" / 2 -6" / -6" ' 2 2 2 2 g2 1 1 r n r n r n n r n r • r " �' ' ' �' �' ' �' ' 3 -6 8 -8 7-4 8'-6 - 8 -6 / - 7 -9 7 -9 / g g g g g g g g g / -/ i I. 6 1 i & i 1 S 1 i 6 1 S 6 6 5 1 ' 28.-0" - - / 19.-6" IIiiIIiIIIIIIIIIIIIII T 38• �h> GUARDRAILS o\ DG• (h) C lS N$ CA VERIFYLENGIH N O b r OPTIONAL� DECK IFY DECJONG �,,,, G D STEPS r - C 00 OP ZONAL DECK I : T 0 A III _- VERIFYt DEC ONG 'i F. I • 4 so, O) I OH ! i C�J 'XJ `W 4D IVJ � (EO Q E) — ----- --{- \ _3 1 11 _ i 1111 / / 11 / 11111 1 / 11 1111111 --_- NI B.P. B.P. \ ter. S�r� n g g g g g g g g g g g g g S I g g g g g g g g I FREE STANDING _ p \ ------ `x Q INSTALL PER00 < < < < < < < 6 <^ E 2 2 2 �<^, w la. I INSTAL ' 4 - < 0 a s r f• $a Y $f $A P Y t✓ & 's 2 N 2 E u- �, 1 SITTING AREA FAMILY ROOM i .4 .tl. IL A A SL A S SL • R JS .0 1i : : rn O CARPET FLOOR O -_. __ __. __ _ ___ •Oi • • A • .� .(' • CARPET FLOOR - \ "\ • • . yb •• • ■ • ■ Q• p• • • • • • • _ _ ,.1 M N N N N M M N N H N N N 4 4'-5 '-6 1/2; MASTER SUITE N LIVING ROOM M J N O " CARPET FLOORO - - - k to - E a• q C ` 4 C. 'i' C C C 'i' C C II C C 4 C • 't7 g 4 § 4 § * sd .-T NICHE ��, cD II 0 — \ / ` c • b i. A n 1 x x X. X X X X X TA X c n X X : ; �c X X o c� N m - FAN atr z N •f N N ✓1 N IV Zy IV IV IV ZV 7.4 •2V H P Lr H1:4 ICI ID N a I-I{11 C ;1 si G _ , n i. 17'-5 1 2 15'-0 1 2 I \ o ��•� o n o r- 0 Ps g'_g" 4 -0 1/2 / " 4'-0" / 2'-6" Sn 'S a m c� o w w ca x Y w z z a o m <n F > > 3 x r NiJ o \r ! f- / i `' J 2 1-- au"ter ——- - \I ,;, -, c..,. - .� --------- -- 4, n -- » - -- - " '^� �'" fn I5'-11 1/2" - / T-6 3'-6 ca y — — — � SMOKE -moo WOOD o� SOFFIT cARPEr . _ \_.—\ a';i (=j g �� MAN - u s..477 /44o'r+zev - -__ - camvn ro ,ocs avv A � a - �'`` Q .C'i N ��' ,i.'(o\ �7 , SO ABOVEa f ¢ WOOD trot &UAI 43 1/4v • ry ip O v ¢ ROD k SHELF (O TALL FOR RA6� COU p) >" �'" "D U DRAWER! MASTER BATH II laC I ---- 7/ _ N __ F i OI 'CV 1i 6 GA O I 1NE i� CLOSET NON-BEARING 6 ' 0 CdeD i 1 (p I'm RlE FLOOR, " .rrmev ,.»m '� HN _\ _B N \ CDLUHNS _\ PANTRY +L/ / �_�,�- iL �L / l-/11 \ `\ ,e +�-' ,'U� O � f0 • rn 8'-5 1/2" WOOD O BUTLER'S Q — O OF.� 7 4_0 3'-10 1/2" / g'-2 \\ '\ • N O p N\ • ri 4i 12$(=N o Wilt FOYER DINING ROOM \ ,. >..s x• GAS oo0KTOP �-- Q �O °� °0 0 0 0 0 0 I v I TILE WALLS a FLOOR '}� -. as TELFS OPIc DormoRAFT • I N i g � � 3'-1i" /9�... 4'-6n /9n °NON�O-'�eewNc 5 KITCHEN "' ^ I ow • �y WOOD FLOOR iV C O FUi ye • in N © t C Q.4 FMINCIif --- /' '' k MNS a �-` g © - \ O a. E O bi O� ate- 111 \ < VID WS" t0 b ��_ • �+ I co !SHOMIEr1 .+ BATH «2 -' = io �, .. - + f REFC l n aN.I 1.0 ., •VI S 8 '� T� AC TILE FLooRµr� 4 aNl 0 1=1 �� !HELVE! 161 ;�i' €WWI FOR j — ...._..._;.I_ — 9-6 — t" 'bpi Q IITTVr+ _ cm i y� y� !-- su»wsurrnw�v ,i ua m.l �/ I �' "I It < 6 O r ROD k S*1c CARPET / }LL, O I O e i/ .-.._. . . \ -� O '��" •,:i I �- 7� © �A)",� nI• -ILI •I�" P�k�l I" ,,, ,.. ‘' r, :�:! 7O mB.P. HALL I uv IIII- �_ - - tic Q k r § illi3 I0 . 11 22a a r a.: Vc) ��J �E 5 /� - N v WOOD FLOCK / i 0 0 � MASTER -.- T e; a � �,,. M b CLOSETS I N �- I yi I CARPET FLOOR zAccEss LAUNDRY ROOM N COURTYARDCONCRfl • p� 0) WSTER CLOSET 'L - - o. TILE BOOR F �. r n n r n 3'-5 t 2" 1'-1 13" r i�. +-• S ROD a SHELF I ll FANtHT _I O._J a / 4-7 2'-9 / 4 -8 15 -7" / a G c,i Rui L WILL Van CV 1 T I rL__� wo 6 -0"_s --_ fir— A 12'-0" yy2i \ 21'-0" / 5 G O -+ 111111111 IL- ROD 3 SHELF �i ,'�"�i�IS - -_-_-' - I o o O �i ""'' r \ V n/ ArI I '� D 4 2 fr Bil /0 7 • N t0 CD . G' a ROD SHELF \ ,. .: .N� (i _—- N� pr Z O N WI ` swoHEbun Roo a sNELr E - c 0 5 GARAGE - g o C •\ CLOSET y DDNDRETE FLOOR Q IJ �." r ,j 11 li li o W 1 CLOSET 1 TT ; \ - �\ 0 LirL! � aMNfW/. - y Y fl % ' - x1- _ • 'As Ic‘l J -�, O VVV!!! - L 'v : '8o I j C � CARPET10i B.P. „ mow. OPTIONAL B.P. J O f-, r�� n n n n It n TT \O� 2'`4" i• 2r-$" PLANIk]iS ^r6 PLANTERS v i0 Q V ❑ O 1 , 5 4' ; r sP T 2'- 3 -10 1 2" ° 3'-7 1 2" 5'-6 1 2" - " 30'-6" 4 v t ie • let to 6 -5" 01 / / / 5 0 11 -0 2 -0 Ou fa. s4 Q .11 x h N ""'" DEN/BEDROOM «3b Or I I Z . N N) V• (Y) co N 00 a, O .- N jr) * rA co N co a O N N) * i CO N - CO O) O r _ -- C ON N N N N N N N N N N M CARPET FLOOR II TREUJS WnH GIIE O r, -- o BEDROOM «2 I'II Q sEEDETaL Q (I Fes. a0i 7 CARPET FLOOR ° I ( -' p .., 2 4i N �I I I d O I0 IS II I) d en y Ii1 I y -. »�— a O > N O ' of B.P. CJ �U pa il•— •161._. iei I mo':;.:;;• m M Weil _ -- —___ p In C 1 Q U M i 6 © 7 cA rdawa cn (E) Ei?) ©, • /�{n 1 �SEE SIZE PIAN I �r�I ff CONCRETE WALK D DRIVEWAY ' : i /� _IF- 4 4-1" 3'-4 4 -6? 4'-3 X 2 -9 2'-9" 4 -3 3 -2 4'-8 3'-2" 1/2" 1/2" -0 6'-0 / 12'-6" 14'-0" 1t'-0"__ ___ 20'-6" 12'-0"_ 3 / / / Drawn by: w / 70'-0" ------ --- - --- - - - - - R.HILL L, PLATE HEIGHT KEY Date: WALL FRAMING PLAN b SEE DOOR SCHEDULE ON THIS SHEET. op g g g t ,w, 9'-1 1/4" PLATE HGT. (TYP.) WALL FRAMING NOTES : 4/3/2006 , a a a F. ///71 43 1/4" PLATE HGT. (TYP.) SCALE 1/4' ■ 1'-0" P SEE PAGE 7 of 8 = ROOF FRAMING PLANS SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR a SEE WINDOW SCHEDULE ON THIS SHEET. Scale: i FOR DOOR AND WINDOW HEADER SIZES & LOCATIONS SOLID SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. (B,W.) BEARING WALL AWAY FROM HOUSE AT MIN. 1/8" PER FOOT FOR DRAINAGE. 1/4"=1'-0" t.-.3 illiNIIIIINIIII , SEE ENGINEERING PLAN COPIED ON SHEET # 8. VERIFY INDICATES TRANSOM WINDOWS ABOVE. PLATE HEIGHTS ARE ALL BASED ON ALL INFO WITH ACTUAL ENGINEER'S STRUCTURAL CALCS SEE ELEVATIONS FOR TYPICAL WINDOW FRAMING HEIGHTS. ( SEE WINDOW SCHEDULE ON THIS SHEET. SUB-FLOOR TO TOP OF WALL. PRIOR TO CONSTRUCTION. Sheet#: ELECTRICAL SUB-CONTRACTOR TO VERIFY AND INSTALL ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS SMOKE ALARMS WHERE REQUIRED BY CODE. t 0 16" ON CENTER. ALL INTERIOR WALLS TO BE 2x4 IB.W. BEARING WALL- SEE ENGINEERING H OTHERWISE 6 STUDS 0 1ON WALL6" ON �FRAMINGTER CPP�TN WHERE NOTED 4 1 " 1 N & BEARING POINT- SEE ENGINEERING l i l l i i i 3 l l i i ANY/ALL ANGLES SHOWN ON WALL FRAMING PLANS ARE IN B.P.BP of 8 Sheets INCREMENTS OF 45 DEGREES UNLESS NOTED OTHERWISE. Revisions/Date le DRAWING INDEX PROJECT INFORMATION OPEN SPACE SHEET # DRAWING DESCRIPTION I ROJECT INFO . This project consists of a new woou-frame, one-story, single-family residence with a crawl 1 SITE PLAN space, attached private garage, and deck. ?, SITE SECTION(s) PROJECT INFORMATION OWNEtt Irving Construction Corporation 1` ` 'O c, -- 819 Commercial Avenue, Suite '"G" N N RS 5 5 5 S 1'29'39" W t00.0O'l�., Q _ .�. I °+ 2z' tip° — — 2 ELEVATIONS ( FRONT, COURTYARD VIEWS) Anacortes, WA 98221 00 I ', ,-- TRELLIS AND GATE DETAIL 360-293-6354 Phone pl 'b / SILT FENCE DURING 36(1_293_2979 Fax ,--1 (� a m-I , t\--- PROPOSED SD STUB. CONSTRUCTION wTC rC VERIFY LOCATION/DEPTH. 3 ELEVATIONS ( REAR, RIGHT, LEFT) i•r U 0-10 TIGHT-LINE ROOF AND LOT 57 CONTRACTOR : Irving Construction Corporation t"' FOOTING DRAINS O ,,= .• 12,000 sf 4 FOUNDATION PLAN 819 Commercial Avenue, Suite "G" _ to "The Orchards " Anacortes, WA 98221 U Anacortes, WA 5 FLOOR FRAMING PLAN 360-293-6354 Phone = g, CoN O \ DECK LEDGER DETAIL 360-293-2979 Fax c C\1 cd 20' REAR SETBACK LINE STEM WALL DETAILS a '°' P2 r-\ — — — — - — - — PROJECT ADDRESS : 4207 Cherry Lane 6 WALL FRAMING PLAN Anacortes, WA 98221 SCHEDULES ''•- LEGAL DESCRIPTION : Lot 57, " The Orchards \ I I Y y r 7 ROOF FRAMING PLAN V TYPICAL WALL SECTION PARCEL # : P 124040 c • Ol (ional Deck <?' BUILDING CROSS SECTION4,1 t I I 4' ASSESSORS # : 4882 - 000 - 057 -0000 a.) 1 L__.., 2 8 ENGINEERING PLAN / / ( COPIED FROM STRUCTURAL CALCS ) CODES : International Residential Code (IRC) - 2003 A — tap International Building Code (IBC) - 2003 -4 i IMC, IFGC, IFC, UPC - 2003 0 •o - r- f Washington State Energy Code, VIAQ t o T1 [ LOT 58 — N V • Adjacent Lot o s. 4`-' r OCCUPANCY TYPES : (R-3) Single-family dwelling 'o •o 0 (U-1) Private Attached Garage E Y b I W Residence W o rw, LOT 56 = N c> z a N U act, o= U o U Q Adjacent Lot CONSTRUCTION TYPE : Type V. non-rated to o a o J. i N , W BUILDING HEIGHT : One - story ( t18 8" )Lel o N Cl Cr 1. ( ` `"o cm CZ a w 0 6 •U O See front elevation on sheet # 2. O °. of LJ N I CRAWL SPACE ° N in tp ♦"' in I GARAGE SLAB c °O PS BUILDING AREAS : 2,245 sf Living Area Z a en ati ,o- I N See schedules on sheet# 6. — o p • I 8 Courtyard °• ( ��'` 'tip° ° LOT SIZE /COVERAGE : ± 12,000 sf Lot per Plat IIil v n♦ ( 35 % Maximum Land Coverage O . y I �<< o Limit by Buildings = 4,200 sf) 0 a t o —r -- WATER i r - * —1 Garage 'a 3,031 sf Building Footprint = 25.3 % of Lot to I) ❑ 9 ° ° • IMPERVIOUS A : Roof ( plan view ) 3,474 sf CM 0 o i y o o a A�RF Z ..'>, CI . lk 1,124 5; _4 POWER/TV/PHONE I I a Remaining Opt. Deck Stair 3 14 sf sf - �1 I � - h L o I GAS �♦. 1• ° < /1 V >_ I Total Impervious 4,912 sf o ------ I '. o •� \ ° ,- O CD V ,. • .J �'h�' .�d ,..I N. V) e2 . got ._ 20'i FRONT SETBACK LINE —\\ c liJ O a / • o ,� I I I — TEMPORARY SOIL CONCRETE DRIVEWAY I W W . O -- I • ( STOCKPILE AREA II o z I ° , V) c Da g e z Z O O0 == e) �- 1 10' PUBLIC UTILITY EASEMENTa Q PROPOSED SS STUB. \ / .0 VERIFY LOCATION/DEPTH. ` 0, / Pc'` ° • \ _ ° °• LOT NOT d - LL • a•' PERFECT I. <'� Q U . a° a 90' SQUARE -�`' ° (]a jC7 O m _ ° ° S 1'29'39" W 20.00' °c '0 I_' U t O O _- _ OU .a • F PROPOSED WATER „a r S 1'29'39' W (C,100.00' °° ° C,'' a "Ilir ° ° V m .� METER LOCATION To - ° 0 _ e F0 REQUIRED ROCK/GRAVEL o, o o °, `' C' CONSTRUCTION ENTRANCE AS (4 c`R'� ° " +I �' r�' °G BASE UNDER THE PROPOSED a t , OF ° :o p _ Q ORWEWAY I �� *\ <Co �` NO SIDEWALK THIS SIDE OF RO.W PER DEVELOPMENT PUNS � � '� ° . 0 6" CONCRETE CURB/CUTTER _____- __ ___ _._ _ __- __.. ____ - ° 0 24'-0" EXISTING CURB CUT 30'-0" PROPOSED NEW CURB CUT 0N Temporary L u en aim Benchmark O. N IV RIM OF CATCH BASIN = 287.95 C O PER DEVELOPMENT PLANS 0 VD DURING CONSTRUCTION, THE RUNOFF WILL ,410 U t > j I BE CONTROLLED WITH SILT FENCES AND C d N ocn OU ADALJA OWN SWALESD T PROTECT THE CHERRY LANE ADJACENT AND DOWNSTREAM PROPERTIES. u U ANY OR ALL OF THE FOLLOWING ADDITIONAL CENTER-UNE — — — —• — h I (��, E METHODS WILL BE USED AS NEEDED: CATCH G N m c� BASIN INSERTS, STRAW WATTLES, DIVERSION U y N — SWALES, COVERING EXPOSED SOIL WITH ROAD CLIMBS 3.637. o '' IAPLASTIC. PER DEVELOPMEENTSPLANS 0 U U en 0 STREETS AND DITCHES WILL BE CLEANED ti_`r' y �7 (33'-8" IN 100'-0-) W a DAILY OF EROSION RUNOFF, IF ANY. 6-1'dr ti • °a °�J/a�'S , °JOS it(j� I °a. gyp. ear ° I ,j�\ck�e.' • ' ° a ° a° ° ° a ° °° v `° ° ° , . ° a ' a e° ° ° ° • ° a ' a ° ° �1 �_�1 I~1 °I �::� W ° b " a " ° v °a ° , ° ° ° ° a° a ° , ` °. ° ° a . ° a ° ° ° ° . a° •a ° ° ° V y° «v 'REST FIRE °'' �' CONCRETE SIDEWALK THIS SIDE OF ROM ONLY PER DEVELOPMENT PLANS ° � HYDRANT FIRE 83' .��� •S — — Q.— — t O — — — — — — — Drawn STREET TINF EOM OFNT. .+• S ��-r `GQ ,a• by: (ACROSS STRDE •at 0 WITH Q��, ®It " [`J�^°.� PROPERN LINE$ OPPOSITE R.O.W. JMC LOT 57-58 PRO'PT( LIN V V 'Af THEN NORTH 383 FEET.)-°��,• t� !�, 0 Y4 0 4�KO .9,‘ r ■�'11� o ' lu I.I• NI Date: �gRf\_yt�F,J� '= \ APPROXIMATE CURB 290 - 2� �,,\�yy"1 2' CONTOURS "'Ah' TION AT SITEELEVASEECTION + 288 - PROPOSED DRIVEWAY _4_ _ -- ___ _—__.__. 288 April 2006 W 286 - _ - - ---- — - 1 _ _ 2se Scale: 284 --- -- ---- 284 282 — -- 282 1"=10' 0" ll.n.0. ( c SITE PLAN hk k: Lit': 1 280 280 IV ) EXISTING CRPDE Scale : 1" = IOr - OttSheet#. P TOP-OF-CONCRETE FOR FOUNDATION WALLS THAT FLOOR SYSTEM SITS ON. ELEVATION = 285.50 1 a SITE SECTION A 1. Scale : 1" = 10' - 0" of 8 Sheets