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HomeMy WebLinkAboutPermit File 4301 Cherry Lane ioogz CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Single Family Residence Location: 4301 Cherry Ln. Owner: Irving Construction Constructed by: Irving Construction Building Permit#: BLD-2006-0392 Date issued: August 20 2006 Use Zone: R 1 Dated: March 29 2007 Authorizing Official: iji) ioogz CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Single Family Residence Location: 4301 Cherry Ln. Owner: Irving Construction Constructed by: Irving Construction Building Permit#: BLD-2006-0392 Date issued: August 20 2006 Use Zone: R 1 Dated: March 29 2007 Authorizing Official: iji) > 'U30111ONI ION SI E3000 :_ .. . . ni/ kiU )._H BOISH2AC) 't\(Ol.i_32d$ ... .__ ',' 'i.d` 3C8(19 ,P p ___ _.s �' 3�IC_k0 _ I C 1d A l a • 2-iNr,i% ad Sliki0OVI iY STRUCTURAL CALCULATIONS FOR LOT 55 THE ORCHARDS Anacortes, Wa. June 23, 2006 Job No. 06-113 PREPARED BY: SCHEMMER ENGINEERING INC. I� 9,, „..,„ .•ALA ° - 317 Commercial Avenue, Suite 101 Anacortes, Washington 98221 ��� 4 : L (360) 293-9006 ,7 1 , www.schemmereng.com b FG 7481 ,`c �K'� 'FSS10NALO- [ PIRES: 04 / 16 l,5J • ' j D SIGN ANALYSIS a I CIH7.'rll!;�Jf BY 1DA1E 1 i -[ Cf':�i,�C $; DATE ?DE 3dD.O/ `/7s 3 SCHEMMER ENGINEERING INC. 1QRds�cT/ rrc_ --l77/4 (O/P(/,4wsi IsncT 6A MC v5" MPS EXP 8 vi, L I.o 1 e- /o @jo �/s- 9 IMF 1,1 _ l.0x40X /679 k /5: 9 F ---, u5 �Kd e_.2r-cr (9 >47),y1G zi. /- c-06264tis oss.G,(/ �v��;L-- ar.+t +it .35 = 4/7/ •F4. = i 0,5 4 yLL. %/Z/A- 4 Ps 1_ 2-4, .5505., "4 X />zo6, r- -06v 6D1 ` 34)6 "• (O - QD j H0L.1 Doe-44/ SG7/-GAvLE R` 6, f= 1, o O ' snit /o/sr/v /oi2T (2Ni «rT/62 `4'/ssr/3zo _ /J- ST/"D<y/STheJ t eft Ar al? !irrat w/SSr.02-g Cu = R- `� V - -PQ - 1,O )c ti ,k • ' S'oy � _ . /&/ id 72.4. 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M //a 32 3 Rev- 580012 ASCE 7-02 Earthquake Load Calculations Page 1 Description 06-113 Occupancy Category ASCE 7-02 Table 1-1, 2003/BC 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 = 48.465 deg 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 IBC Equations 16-38& 16-39 5 Ms = Fa*Ss = 1.208 SM1 = Fv* S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1,2.5, 2-3 IBC 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 c'I .z • _ __�u-___ _ ��- ___ ' B.P. 9.4 BP. ig-S / J B.P.i l. / r� I ELM Iq r B.P. I 1 I' lib III I, I 9 IIl B.P. L ® aL i 1 II ■ -i. 0 �i i— II =____-___ ff I1 I ____ 1+ Ii ii co L� 1 {� 1, 1r 11 0 IB.P. B.P. • CZ wit I I IB.P. CGS u GJ 11, B.P. IB.P.I+ IB.P.II � I o°RO I Oefte i 11 I ® it IB.P. B.P. y \ -- 7 9i �, yjGG exi, '/7'? -416L5 777 5E MAIN FLOOR ENGINEERING & SHEAR WALL PLAN r - O (AMU- SCALE "/4 = I'-•M . `- , © p VO_=:==IIR O IB.P.R\ IB.P.\ LAB.P.I .IB.Ri 11 . II i ® I 1 SI • � a I' ;I_I • 11 �___=RL -_ _ I ii i 11 B.P. - r- fI II B.P. i B.P.i I + � ,' II 1 B.P. � CM I, 3 1 -__ = 0 0 o I012 © 0 I B.P. CU o0Ro ii U p I o f 1 02 0 /2« Ex7e- ?/o/X }ALL 5 70 St MAIN FLOOR ENGINEERING & SHEAR WALL PLAN 77/7 ©/J,No- SCALE 1/4" 4. IF SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") MARK SHEATHING NAILING NOTES oo O," 7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1,2,6,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD 0391 7/16" CD—X ONE FACE 8d @ 4" O.C. PNL EDGES 2,3,6,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD s 7/16" CD—X ONE FACE 8d @ 3" O.C. PNL EDGES 2,3,7,9 r OR STRUCT II OSB 8d @ 12" O.C. FIELD t(c) 4 ° 7/16" CD—X ONE FACE 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" O.C. HELD Er 7/16" CD—X TWO FACES 8d @ 4" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II 05B 8d @ 12" O.C. FIELD 6 1 7/16" CD—X TWO FACES 8d @ 3" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II 05B . 8d @ 12" O.C. FIELD 70 V' 7/16" CD—X TWO FACES 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 W OR STRUCT II OSB 8d @ 12" O.C. FIELD C8 /\ EXISTING OKAY /1 4\ 15/32" CDX ONE FACE 10d @ 2" O.C. PNL EDGES 2,3,4,8,9 / OR STRUCT II OSB 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 RECIEVING EDGE NAILING. 4. PROVIDE 3x SILL PLATE. 5. OFFSET PANEL EDGES. 6. PROVIDE 3 "o A.B. @ 48"O.C. W/ 1 /4"x3"x3" PL WASHERS. 7. PROVIDE Y2"0 A.B. @ 24"O.C. W/ 1/4"x3"x3" PL WASHERS. 8. PROVIDE 3/2"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 SHET:T oF CHECKED BY DATE JOB NO.o0- its SCHEMMER ENGINEERING INC. PRO.ECT G0% s i C 02c#,1/j c SUBJECT 15c Z ( 80 Q i3( C<4.1 4./5-z- la" zcir- q'Z,j Rev 580006 Page 1 r. Timber Beam & Joist Description 06-113 LLL Timber Member Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined B1 Timber Section 3.125x12 Beam Width in 3.125 Beam Depth in 12.000 Le:Unbraced Length ft 2.00 Timber Grade •ouglas Fr,24F- V9 Fb-Basic Allow psi 2,400.0 Fv-Basic Allow psi 240.0 Elastic Modulus ksi 1,800.0 Load Duration Factor 1.150 Member Type GluLam Repetitive Status No yL, Center Span Data 1 Span ft 13.00 Dead Load #/ft 255.00 Live Load #/ft 425.00 Results Ratio= 0.8402 E Mmax§Center in-k 172.36 i X= ft 6.50 fb:Actual psi 2,298.4 Fb:Allowable psi 2,735.6 Bending OK fv:Actual psi 149.9 Fv:Allowable psi 276.0 Shear OK Reactions • Left End DL lbs 1,657.50 LL lbs 2,762.50 Max.DL+LL lbs 4,420.00 Right End DL lbs 1,657.50 LL lbs 2,762.50 Max.DL+LL lbs 4,420.00 Deflections Ratio OK Center DL Defl in -0.202 LrDefl Ratio 771.1 Center LL Defl in -0.337 L/Defl Ratio 462.7 Center Total Defl in -0.539 Location ft 6.500 L/Defl Ratio 289.2 e v • III -- i IA ,�� ► 'rg. mr GD e 1 '.A Li �•a a..,,miim ✓ivin,�:, _:>. Lei'.- ., .5, ■' r I Q Ili; 1 0 1 'M1 jr I I I ICU S ° d (yII I ! , ■' B.P. M14°DJid ,'l I 1 I I I I I I i 1 1 I ' ■ l — _ _�■ 30 !1II 1 I— g — ■ Mg B.P. OVUM I I I I I I mil �1Irl 1 j —GIRr S I I I 1 1 Ilir j j%j/ jj I I I I I I I 11 I I I I 1 I JI - -_ • �/� I � i I ill I I I I I M-�� � I' r _ U L i:. -ri ' 1 __ I ��/ r- _ � c ..�.�� —__ _,oe�� II I 1 11 I I I 1 ��rpi-11Irl I1 wIfoII I' I IIIpI it HL I • kkk», _RRR�1211i Iif IIr— i r—�1 I II S � w II �'' �IQ11 Y I9§i I °.fie•1' a 1 II I.-.g I h I =�T== j 11 § 11 f8 j� I�—•� 1�_=:J=L:::=,4 I^ I I I I I - _ @ _ j I �-` 4 iIr?s4I1J : JI1: I I I I I �Ij/1 1 _II _ 1 I�\I �0 ,ES ail ' Tina NM %C%A alai 1 7......d. Ilii. F. SW IlV jjj�i.. C'.. I I 6 ;jj/o/i., �j I I I a—lri All ROOF FRAMING PLAN - �j / SCALE 1/e - ILO" I1I " s �C/Om,. j� 1 GIRDER TRUSS ��/ /x,/47 1 I I I I q • "` = ���/�/ �/����/���I WOGE TINE O / i�g e mq 'I _ ��ODi , // I p Lij%�... j/ j%I� 1 I I I �0 ICI \ (I i GIRDER TRUSS •u L \L 1►I`w. 1il ��/j ..rrra.rrr.rraecrr;,rra ttr.,...rrrrJ,rer.r.c6ocrtrr.rararet.r.t.rrr,'-. -- III _ - I I �I 1 i a.. GREAT ROOM 1 All 248 Ma. milh I' I it. 'J. ...: ,...._.•dOC - . -1 ass ,. xnov I , Y44eo seer r aw.u"0°'" RC l rw''�ewd ,....,.,..... ROOF FRAMING NOTES: 42 n MEG W/ICAL tamwclat TO` IFY MEGwuU6 L funds ulo uvIXrt. - PIPE SLEEVE FOR f'c=2500 psi FENCE POST it—HEY 11'-0"- / fy=40,000 psi (OPTIONAL) 3/4" CHAMFER 6\ 1'-0° I ( - I "MIN 'l i } o, a Ili 2' W» 'CLR DRAIN ROCK fl 4°0400 4"0 PERF. DRAIN LINE 1- "B" / o°�o° »C» / 0 19-0» n I • a°o9 �° MIN �( 3 fi°ogoor o 1 \ CLR »Y» »z» \r `l • • \ • p )1 ,> 1 • • • \ a 11i111I11 11 LR- CANTILEVER RETAINING WALL—LEVEL BACKFILL A B C D E W X Y Z 0'-4' 6" 1'-6" 12" 6" #5©16" #5©16" #5©18" (3)#5 4'-6' 6" 2'-8" 12" 6" #5©12" #5©16" #5©18" (3)#5 6'-8' 1'-0" 3'-6" 14" 8" #5©12" #5©16" #5©18" (4)#5 8'-10' 1'-0" 5'-3" 16" 8" #6©12" #5©12" #5©12" (5)#5 F_ .. Public Works orks . Engineering and Development Services Residential Inspection Address: 430 l 6 getc-cr (. ,z Date: 7_?a— 07 Owner J Contractor: ire ✓,,\ Ce.nsd� Inspected by: 1. Water Meter Box Set firm and level to finished grade or backside of sidewalk elevation. Nil Lid and box undamaged. Water meter and customer shutoff installed. ® No debris. f] Accessible—no landscape obstruction. ❑ Driveway installation has drive-over box and lid. ® Customer gate valve intact. fig No leaks at connections. 2. Curb and Gutter No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable ICJ marks. If road frontage improvements: (� Expansion joints every 15 feet and at driveways. fc�J Concrete has broom finish. ® No low spot-at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. 3. Sidewalk hi /f1 No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. FA ADA compliant— 1 percent slope to curb. If road frontage improvements: NI Expansion joints every 15 feet and at driveways. Concrete has broom finish 4. Driveway Approaches U No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. D ADA compliant- E 5. Streets Kj No cracks, blemishes. If road or alley improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. n Received passing materials testing reports for sub-grade, ballast,_ crushed rock, and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved plans. 6. Sanitary Sewer IV Inspection card signed off and/or verified in Building Department database. j As-built record filed in the address file. Screw cap(s) installed on dean-out(s). Clean-out(s) set at finished grade. 7. Storm Drainage ® Inspection card signed off and/or verified in Building Department database. (XI As-built record filed in address file. jj Not blocked or diverted to adjacent parcel_ 8. Public Utilities Out of Traveled Way N/A ❑ Concrete collars around Cityutilities. I} Final grading ok. ® Restored to prior condition or better. 9. Landscape ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. j8 Sod or seed in place. ❑ Root barrier(receipt filed). to.Erosion Control Measures BMPs removed. 1Xj All debris removed. Site dean. M Permanent vegetation established. GZT Y O City of Anacortes Permit#: BLD-2006-0392 904 6th Street Issue date: 09/20/2006 .,solo � P.O.Box 547 "�"` _ ;0' Anacortes, WA 98221-0547 Expire date: 09120/2007 ec Wj (360) 293-1901 Job Address: 4301 CHERRY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221-4419 Project: APN: 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 10774 Plan Review Deposit 100.00 1st Floor Square Footage 2257 Building Permit Fee 808.00 Garage Square Footage 783 Plan Review Fee 425.20 Deck Square Footage 346 Mechanical Permit Fees 121.90 Building Valuation 250000 Plumbing Permit Fee 146.00 # Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 2 Sewer Inspection Fee 50.00 #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: 10,693.60 #of Gas Water Heaters 1 Deposits/Receipts: 100.00 #of Water Piping 1 #of Hose Bibbs 3 Total Due: 10,593.60 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 2 #of Ventilation Fans 5 #of Water Closets 3 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. SIGNATMRF OF OWNER OR AUTH AGENT ISSUED BY 06 1 7 9904-2 0002 06/28/2006 002 4 G1"PX O • CityofAnacortes P rrr,it Fees 006059 $68.03 Permit#: BLD-2006-0393 904 6th Street Issue date: 06/28/2006 +' P.O.Box 547 Expire date: 06/28/2007 trlj Anacortes, WA 98221-0547 ri vet Job Address: 4301 CHERRY LN Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: new single family foundation Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 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 THIS PERM IT 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. . L • SIGNATU 0 OWNER OR AUTHORI 44'GENT ISSUED BY Uc:`Jb04_I 120:2 06;05r''2006 0u32 4 f c: ' C , t 17:: .11 ,1;:i.+{ rgtxjv `'� ,.i 5. 7.�,,; ';,-Ft a ;,'y s1' ' "--rr;2 ir?Y' tx ?tRv`a.z'r 7 . . t aC =^+v 1 ' a x 1 X't1 i-,E4d r"- I r tC v'r l�i.}�t.vA ltd)P �lYG 1S":tv `ci I ' 1 t'w 1d•kat rtt •' ,sdd3A. r k t . hS:.'{ $ ?, i ci r !.'n 'rfV 'r ' 'fte i er ^C? cis �r.A ',". �'.' '',ar. '!y7 ^3ltI.ts- )t ae <N l z., t .t 1r . y l ` ; "j 4 .ta 1 ` eDYC 7:5>a (pp�ht i€s1"�I'@tli n tltn r L(ia2 . .'1za' ''.2: e~ o ( ;I:c:..:r)` E a1 #' , t{t : _ _,�_._.._.:.._til....,.i_.::x r.l fi 1 � ....a,+..«fr.•>.,. .k.�.:x �u..=ut;L.::v iJ....Exa a", .:-.��r::tee?w§: ,=++_Cn`se t1�. �L e2r1,t 4;" a '". Site Address:r 4-30t C .R.� Lk HEtzz 4E Parcel No.: P t Z4-536 Lot: gt O261418-¢25 Block: Div: Addition: v r' i Thi'lt:„c51'"W ^ r' ;ii.0 etrs' i1+ ':.I. '.'`Ft4 Lt ,1.._r4-Sarl11En'III s' § :It i 14 t.M!£,; ,Itte'?(r*f4:i.1 ;kCc tglCi •.'01,44) ,. F' 4 4,4 4•: 44• Name Name Name IRVIN6 CONSYROt7wN k poROIotel NbRl2o4 BRNK IbIMG cot16. ut-nom e,oQ,?caNtto4 Mailing Address Mailing Address Mailing Address $14 CoAmertoAL 1WEr4DE, SotTE 6 Po. aoK, 585 WI Coi.we cIAL AuBNvE1 Sung 6 City: State: Zip: City: State: Zip: City: State: Zia: AµAcozCES , WA cleat' BEwAtbtlyt{ , wA 98228 AartcorrrES , wA 9Sa21 Contractor Lie.No.: I RVt r4 GGO4A-K Phone No.: 3b0 243 G3$4- Phone No.: 3'b -133- bo5o Phone No.:36Da434Z64-ExpDate: Contact Person: .No4M CjsWtz'J or Scow' l2V1146 Phone No.: 36Po 243 .i�.. d't 60354�- ' a" 7, Jr,y+��4 y , e. � ,; s� ;r,'� rd€ a' UYGixA , ,rJRfw vl4'1' :� �at � y;i.sLt ae i4'1s Il'dd1.e'�mliddtdfiI !' (Check One) Single Family:_/Multi-Family: Apartment: Condominimum: Senior Housing:^ Retail:_Office:_Restaurant:_ Manufacturing:_Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: MEW 'USIDEMLG *r y . � d3 i 2RC"•:. R•v v'R' ro : -, t 4'@ ', } 'r u -,.::',,,i 11: ` 11:;':: LEP'il14. n Lt I P tinrgin4 C4cr4t$.11(t.;pit k71S (yk llS'I'S;'.3u, :4Y11:.:iP 40:6rt r'(; i' k r., Street Setback: 2-0 ft. 2nd Floor: sf. (Circle Y or N) In Side Setback: 1,0 ft. 3rd Floor: ---- sE Shoreline/Wetlands Y 2"d Side Setback: 10 ft. Basement: --- sf. Water on/Adj.To Property Y Rear Setback: 20 ft. Occ. Group: R.-3 nNca 0-1 Soils Report Y all Use Zone: W-I Carport Area: ----sr. Sensitive Area Y 411) Type of Construction: V Alotl-gn h Garage Area: -'i 2 3 sf. Latecomers Agreement Y al Lot Area: 100111-sf. No.of Stories: l Fire Hydrant(250 Feet) c N No. of Dwellings: I Building Height: = 1-1=p" Variance Y �{ Lot Coverage:3,14Z (z9,(0%) Deck Area: 344 sf. Covenant , , r-, t� '°`Floor aa5-7 sE Flood Zoin fill, r i ilmi It rat 'VE Project Valuation(Labor and Material Cost): I iil MP v J 27u5 f�1 1 J :1� THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILII COD,E4 ANDS MITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION, By IjyG,�7(,$rtYNEt�HBREfl TIFY THAT[ AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENWOMNEOWNEIC'11141 �OV[S[ONS OF LAWS AND ORDINANCES COVE O THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: ,,. _ DATE: GP a1-fl(e, BId-ac)01_P - 63, . N woo CITY OF ANACORTES "AS-BUILT" Jos"°e` r L(, (. Storm CONTRACTOR: ..--- PLAT/DIVISION: 0 Se-� H AP- ; BLOCK 'LOT ADDRESS: j/ ;O f C Wry j0., ,., it Or DATE: °' 0' "" 1 / PERMIT# 0 t) - en t 3 SCALE _ _ir STREE i k 1A YAiL gliNIKd " nAtiaP 'i L`.. �F ! 0- V 2Ft `• ` { \it ph"' ' lf, . t N 4 { I _a ii, , , , 1 ., 4 - ; 9' " , ll i %I• r Pi 11 `' .'a r si., .,o-, . t -<, gN,."'��,J, '° 1 y, LOCATE STREET(S)ON GRID MAP e Iii,i) A ., , • .\ :�ti y _ .. - • a1� 'ram ' ' _ e ,i ' • - - t �` �t a w �a a_ r 1 _ iit ` { • " - .1114 o. • 4 I- • 'N • t , i I t ► — F. 4301 CLe r r L v, , L o o 1 L ,\-. '-✓ems ;t f �f, ,r• am, Pi ,M �►' c ,.�(ij� 0. -Yr. _.. Y M t dr r * 7P r1� t4 It ark: „ S -s►^ ,. T r atS.: yJo �f i y F; F} ' ` li r''� .• t° ;�! '. •. +fir • ••'fill . ,t C...) g'1.y q { — 4' r ti `_�+ .,., .. �,' ��- ,Il ;ate • • . . : tfY -,. . , - . 4 ep• „a1rc�. .'i ) 1 1. ! ' A f f r f 1 r 1, y 0 .M 9 r ' J 1 1 _ _ ,.. ^"....4,, '41011-. • , ..a ,. . . . . . .• ' , . - •••) ,, . 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"r's ' .....-.• ' '' ., _.?"1 1, 4i i ______.--_ . - *It .--s. - .8-_‘,... - _ .1 r 1- •,.1^-. . . . % ,r ' I - \ •••-. , ''e • . i I -,'‘,...-11111* ., ,•-• .‘,,*a •-'i ii, lif .. ,,.. 14. , , ,, t , . . 4 • . -..., OPEN SPACE I I U' e. mws cono R6w04 .NR NASHER aBwwx q INSCRIBED Ina rxm N 1'29'39"E 92.02- ca — . — ty 11 LR�an LOCATION/Dam �So.mC�N µ / -- 'LOT 55„cm,0°r """`" / s110 774 sf I "The Orchards" § I• /—mama, E Anlcoetes, WA I I / I • j 1 2CCALEAR SMACK LINE X ' r , rmwwxn `' AO 1101, J I \ Optional Deck a I wi I I ^$ ) ai I �; Covered Deck 8a 11 I I I 0 O $I r Residence I 1 ^ °s U oa Porch1. e LOT 56 • ^ I \ �rv,,° ^I Z w Adjacent Lot I `I v `� r-I I ! 4---.I / ---- s — = a1 Cn I I I IN ;� .X' 1 Z W «rz j ° Aa �I CE I roe' I ( IJ , I\ i I Ie B • Garage I ,Ij I - ' 9 �WnAvr - 0 i I a r nwEau eWnE «WE 00/1NO 00 O APwi Y`�° I I! ! �}�' ° -.1/ 1 �tl;r:Jam. 20 FRONT SETBACK UNE 1j I \ / ! � // I4e-0'CONCRETE Rosa.. e: IL Par C23 CURVE DATA; 10'PU EASEMENT 7 cJ•' DELTA • 9079'O6' ! &IC UT0.M �' LENGTH - 55.2Y ss ARADIUS • 35.00' I27€1x,m" - i • - ��4 �. E 51'29 1_W 56.72' s U L. x.Rn Tana i`WMiFmIIOIPI alma. alian ya` // e�• SANE man M MW'6E0 4 , ES NO WattIx6 SIDE Or Taw PER Datum TT rumsE OM.' // s `Vo e'CONCRETE cum/wnrtu n«E¢a 10 x, ,� DURING CONSiflUCT10N, THE RUNOFF WILL ' ONlcLy nv R9 00 axe BE CONTROLLED WITH SILT FENCES AND u-sr En9wB owe-our CURB•TTOE¢ova cc COT n, SHALLOW SWALES TO PROTECT THE , ttn Baria>rEx<wvs c:Cji Tan IS _ x / ° e NEan E°umq \r7/L, ADJACENT MID DOWNSTREAM PROPERTIES Tempor mom(mamaw ulonMrxaesos Benchmark ANY OR ALL OF THE FOLLOWING ADDITIONAL Tun moms n-or-r tN w MONT METHODS WILL BE USED AS NEEDED.CATCH mw,50 mEwwEen Auvs CATCHD OF FUTURE BASIN INSERTS,STRAW WATTLES, LNERSION r crania CHERRY LANE BASIN NAMED A — amm-wE ELEVATION = 0.00' PSLASTIC COVERING EXPOSED SOIL WITH - \ STREETS AND DITCHES WILL BE CLEWED DAILY OF EROSION RUNOFF, IF MY s CONCRETE aaB/mrzn \ t'ec, \ I \ \SITE PLAN �i` �w',�^a,s""a F'�'�r{FM� z �� .�i"�r�:a � , x i `�;;�'a;� 3s� 7' x� a-��y a�a. ;stc irir�til"ahr a <. P"t'k"' vi4„ p�afi�`4.i'- �.0 xJ N ( <i y.� �, a y 7�{,Y 4'' ' Nix `•± '\*'' v x fllrs.Styx ,u t� rx +a d Biq u, (` r q awit4 'csa..sq. �*>`' t 5 r :02,-1,.s"' k 1" 2S 'nn.', d S MIN`` ?il v 1 {{l��,,^�'F, ��� ' i+.a G ro ., u T � `P+. l ita s :4P4 y� t .e'E� 4 � � 5 � ��� wSPs n^/n'G �L' ...Q 1 3+rc`�`�4't� i §e3t,°C�t � ';�a t��, o `ad�'� t � '�.c`.HSiV`"i ���, '� ct �r�` �� +_ . "�'�'`�t�*� s o- (�-�°55 eat' ;n eS's{� ', ¢�,-e; W ..stg 3y.�"�t m� �s '::'�.. :k �:.� 4 . , € 9 Uz€," �, . ' >� 'a:L a tt�'' i Site Address: 43tDI Cltee.e4 ONE_ Parcel No.: 1 12,4.o3s3 Lot: 55 bRCNMzt$ Block: Div: Addition: Name Name Name IRVING COASiliZOcrtotil ttODRA'ttot4I ldb2t2ou BRNIL IRVIn1G CoN Sit c-t ot.1 CA?azirtio4 Mailing Address Mailing Address Mailing Address B14 Co.&MEReAL AVF.Nuei SorFE 6 P.o. boy, 580 Ste( C,WMea CIAL Avenue, Sung 6 City: State: Zip: City: State: Zip: City: State: Zip: RNAcoRYES / WA 9B22I UtsimaI{gAI, , tat 9$2z8 ANAca2Te5 , wA 4az21 Contractor Lie.No.: I Qt/I LI Cct 4 -}w Phone No.: 3b0 293 635¢ Phone No.: $rob 733- TjbSo Phone No.:36pZQ3t $4-Exp Date: Contact Person: 3o4t4 C.Inslt.84 or Scot I2Vt,4(a Phone No.: 36o 243 6354- (Check One) Single Family: ✓ Multi-Family: Apartment: Condominimum: Senior Housing: Retail:_Office:_Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OF WORK: FouµDPrctonl .oNLy Patty( (Cult- NIZAWr 'Co Fot.Loa), III. b 2 �S 1^ x�,e xi xx s r i3 t �s�n, �• � ;xa �xvro a`1' I t a 'a P� "x ti'" .h>h'A r E`ffi T'$'�` "�" a "`4fF".O map r'>>+s ^i id'.-I -*m �-�' O r y'r4 l 1�a,EY��.'-.'r<t �:s-z�F.. .0 ,a'7.=�*� un�'�r���t_wt�"sl`x.,;?���# �� `��fle �-"x�''Y�.D'.,�.,"�.�.� ��� �� ��tS N �'.n�..«'r-� `�s�z� i."xiti�""�a`�'�� � x.z.-,,. .efa. "bx dau�6 a�. "1e�..6Ce rJKFd l�0 Street Setback: 2.0 ft. 2"d Floor: sf. (Circle Yor N) 1"Side Setback: I p ft. 3""Floor: sf. Shoreline/Wetlands Y 2"d Side Setback: 10 ft. Basement: sf. Water on/Adj. To Property Y Y. 6 Rear Setback: 20 ft. Occ. Group:in qub u-I Soils Report Y „, Use Zone: R.-I Carport Area: sf. Sensitive Area Y d Type of Construction: V MoN-IZAtw Garage Area: "7$3 sf. Latecomers Agreement Y tI Lot Area: 1b[ "14- sf. No.of Stories: ( Fire Hydrant(250 Feet) Ufi N No. of Dwellings: I Building Height: * It-btt Variance Tr; 1-Y";"„^,�n Lot Coverage: 3,l9 Z i"==/,'c'°^'1 ;', 11r- ," �19.10%� Deck Area: sf. Covenant 0 1 s - ",,,`st 1 Floor ZZ.S1 sf. r1 a V"''"' _'i; Flood Zone �1i7�^`" A AB , /O o o ,i 3U4 0 5 L11d' III t Project Valuation(Labor and Material Cost): nT) , ;` 6 r �1�' t i„LI u THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING C ;lAl>FirStfA L .i iniji+ION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING.M SIGITAfQRE h I HEREBY CERTIFY THAT I AM THE I Prat OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE 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. SIGNATURE: , 4 , l DATE: (0-2-01e Su . •q.- (4 � 'G 4E 5St. Zt�-.F1"m'II': . ��'m10. ;meerrt 1mP�.i terkt'4 � �2` S.'474,1 `:i'"JV:, Site Address: 43b 1 0.445g, IL.I (,4i Parcel No.: Pt 2 -0As Lot(s): 55 atl4Pda6 Block: Addition: Contact Person: oµp) or Scot Phone: 360 2qg 6354— Name: IRYIN( Cool(fi2-ttrIAAt CoRPoaRT1ors1 Name: Ilblinlh Ct,NStIZu -tteN COV-FbWM'ttD tJ Mailing Address: SN C014.+4t ctAL fr .. CUM G Mailing Address: 8tq CommeRct0.L bye. SurcE G City: AIJ(§Cp2TE5 State: �1\ Zip: ' 6ZZI City: t1IqC.o(bCE‘ State:ta la)�'. Zip: 9822I Phone No.: 366 291 63W Phone No.: ter) 2ot3 (v3G4- l Vp:S ^5:,:LirNs x; "RV . 1• s 1 t o s 4? -V. .M1 3 k7 . No.: Type of Fixture No.: Type of Fixture 3 Water Closet 1.5 GPF Air Cond.Unit HP 2 Bathtub Refrigeration Unit HP I Z Shower 2.5 GPM Boiler BTU/HP 1 Dishwasher 2.5 GPM ` Forced Air System BTU 4_ Lavatory 2.5 GPM Floor Furnace I Kitchen Sink 2.5 GPM Wall Heater tClothes Washer I Clothes Dryer Urinal 1.0 GPM 5 Ventilation Fan Drinking Fountain 1 Range Hood IFloor Sink or Drain l Pre-Mani.Stove or Fireplace Water Piping I Gas Fireplace ^^t 4"` 17 e..-S 7-. 3 Hose Bibs r Gas Water Heater 1 5 ' _„....f;..a LA.:- f li 111 Back Flow Prevention Device t/ Gas Piping '{1 1. i`2}tl A O �a�I3 Ifa itt i t-t t Other(Describe) Other (Describe) k 1X M' JU l THUS APPLICATION IS RECITED 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 GOVERING THIS TYPE'OF WORK _WILL LBBE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION.�PIO, SIGNATURE: �/` •. l t�'� Y DATE: (0'a•CIlp / 70'-O" Revision/Date / 14'-0' / 22'-0' - - / 34'-0" / / 3'-9" / 3'-3" / 3'-3" / 3'-9" / 11'-O" / 11'-0' 7' 3" 5'-0" / 9' S 1/2w 12'-3 1/2' it 1 6 i 15 S 6 b 6 6 .. 3-101• 3'-43. 4� / 3'- " / 3'-5" / 2'-8" / 8'-0 3/4" / 6'-2 3/4" //iiiiiiiiiiiiiiiiiii ro) le ///,y,:,./,/,,,///it. 0 VERIFY k THROUGH WALL a`i \ 1` / 14© F�PIACE .... 4D E.1/ v�� tu cm " , " O I �' g 0 O rr r co \\STEPS TO " 1 arig 1 1 I ` TD IRETr,%'9:G',' 'tr„ �... .;%''d�te.za,' '. ,/r 'i , a",�I' �r'.'/9�� r///ir, ',r�' 'a",xy',✓,��,6',"df` %fC. ���'Z%dJ '„ ri%!'r// \ Fiery 2111-12 O- '41 CODE I � li 11111 N - �� Otis FMI N u I 3? 3 I Ey B.P.2'5 xqa) Du Au PER ELEVATIONS AND SPINS N II B.P. ca N p 1 .� 13 . ._.. - 'k /'� 4-a U I 1 1 i i i i I I I I I I :// T�T� B.P. �{ p0 - Q 1y�Ff�f� 14 , 1�� C R . N S if e l � e le N � OPEN DECK ;' �® BEDROOM FLOOR 2 � , I,� , �' MASTER SUITE °oama° M i �, i,'' �`�``�; CARPET FLOOR �, GREAT ROOM ' N O �� G1RPE?ftODR U ? ) . _-tr ir iff 'c: 1 {� ¢ �5 �S ¢ ¢ ¢ ¢ B.P, ' C 91afER R 4 R 4 4 Y 4 vas v�`S M A >� n "uw B _6.ilw END TRUSS SPAN FOR TRUSSES CANTILEVERED e'-D' , in x T4 n 51 is n 3t ?4 Xi lc a v�i i \ O11ilill ,1 //Z rr� \ vc if il n `� �c 191-0 1/2" 00 F. T" i" Y. h Te h Tr i 'v h Tn A iv M Zv >r N V �{ 4'—s" s'—s" 2'—s'` COVERED DECKVERB NOOK 2,-�» 14'-6' 2'-0}" E '" > p�q on 0 bl , to I DEOSORATRE DECCORATBE HALL - (�) ", c ,: til t xx $ Cy�C� �y 3'-3' �' PER E NON 9 GNPET IC— �f BTAE FLOORT M2 V .� • ,D4 M �[ �L R .IC A F( R .�. U' \ \ �j.:,.v r, if rrtirNir � ��d.,� „ GIRPET noon K - ? p s r /w r ® Q II� Vk • �'�3 Z �%,y Q RN45x DErIAs O F1OLU DETAILS s 1 ,z �, FAN , w v gt. w �ypr .br �}p� ��.p+ ��pr }Yp �}.p+ ��pr (eZ. ✓ rr>_-=-- `% ua,��,ao✓a, /c,�, I If,%iz%Cdx,/�,/kf 90FFTF MEW SOFFIT AeOVE �` I 1 5 —11 I — I 5 irl Pf •.f 1.1 N N •7 »f A n N J • , - --- WOOD FLOOR --- .3 y I' •es .Q • r� y • 3 -6 2- 2 f 8-10 13'-6 1/2 B'-7" 12'-11" 2'-111» I �,s 1'-' " to GALLERY l0 3-1 1/2 7 -0 1/2 2'_g" cfi ,a s-o"fD. 1 p O F a m V c w U.. 0 SC -J 2 z a a CC 1n I- a > o a, A / / , °' o M C", �.� ,1— \ \. WOOD F100R / / \ 1 7LB/SFIDBER O OP COCA _ "' \O r d i - FOR A , ,,iii. , b y s, q as I /l ,.,s✓rvisivrsr.-.,,.ti„xd�,rm�r., • \ ♦ ,,.>v,>u,�: . v.:r,,,,a m,��,e �f �RD_° °=s1E1f s - - w F ii i 'ii r o SOFFIT ABOVE I KNEE ; 1 °� x _ b U \ •N FOYER eEAc _ N I ' . � - CLOSET a i 1 " ui \ WOOD FLOOR COLUMNS PER BUTLER'S Q MIli aU o fa I NQi FINISH 1 'I 7z l 1e v �, NJ 111" es' '�' m ; PANTRY I \/ a Iy w n �n WOOD FlAolt• toI rrooD CASE OR BUT /♦ _ J f • C A\ \ � � ii I, y// ;� (NO I- Ir DNY rn O r a _,, II II _ • /I- FIY� ]� DISPOSAL fY �� I r3 U t�A %,1 -:_ ��� a ? I Ig:l��� _ =1'/ ✓� N" N TS WIDEk700R '1p' - �O ...yy / I 71.E"LOOP I . �:rF;f '`, 0 U T h pI DINING ROOM �, F %� KVfOCOCRmHRREN `� ` I • '" co ,� �_ [�:II � O z 0' N°00 SNEEVESWOODCOM u' BEDROOM N3 I © FHi/lxiN� ,z N BATH •1 P ,_ 0 1 N yi%-a r. 'r .;..n,�, .� u;' Illl FRAME FOR 4� R '7WPET F"°°" © Y \ W P" C.+ oa i § 8 to M vro \� nE FwaR 2'-0'/ 0 6-O" 2'-0' n WOW FACE ODOR A 1 J �' ¢ co PORCHit N 11E " \ r . CONCRETE y, PEDEsaL w y 12-D p O LU G 11QQ�� �� • pc ° I to O[ �p yp �p B.P. y `� !,= DOOR GLASS LEDGE DRAWERS B.P. CI S N �, �F� \\11 I I - ` .s ' ,1 F I r, Q .re 13 a 8 8 8 a114 t in \\ I I ' o WEIRD a� 42,701,1ual` g ) POWDERm (/} AL) o • i y n 711E Taus. FLoaT to sFA7 `�=' '/ _ - - z-0P _. *'aVin O a.1 I _�I .�, . 1;-- i r �.�d ' at FLOOR 1E1 n ; ` // i,�/.FaC„✓ ,rr ''di'0%� ,Di, 1 $ �$j $} 1�j SEAT "uD `� Cl Cl O ir A � C\LAUNDRY ROOM L� 0 I ti B P» Q v O O O o ` Tz• >t ,z" FRNIEa COUJMNs PER ) , I B.P. l P i a `,, TIE FwoR - B P• • I i ,-,_ -►is'(�lEID \. PLW ( •} RNBIIED LI(E f C O C C- re) O 1I . F.a 0 �'�1 ay %' soANN6 TUB. EIDERIOR 1B'" 1e• FRAfED ti. \•. - .` I O N) a o,, C O \ ` » v : MUD/ENT - /�A �py rpay1 Vw--f11�IVr1 o * , I v / WITH axn CULTURED s S-9" 3 3" 3'-3 g _g © „ a U \ F NFIDFA ' / y + r.•i1a. WO �I CO,. / \�—__, j% , w "I I I �\ Q aREC7-vEtR O _ o �� - — 4 B"P. V B.P. o / 13 -O c 4'-0' s`.-� t o III t wu I '� C ig Id_k/4 IlI` �� e1 N \ \ M aD r_w BOO {« I 12'-0" w �` Tom- N v 11 i tiN R \ a"r%�/' d1'/2/F''ulr:,.,,, it .F ./L:r,.:;l --- - 1,: .'/ �6i',r� 3�_- P., era e \ — N --\,,,, • r1 p 2'-6" 9'-6" p o lia• 0 i"�/ • N SUBCONTRACTOR e / f Q N U �- . I 1 D'-O» la PAD wNCEs: Y (►,F+•l ab. c, y2-0 4-0 2'-0 • R-tO F1YWIn1ED ,s'@). 1 W11a� � ✓ ''� : j : G , . rwMile AD If RmlM1ED. l,`� Uv y� 'snn _ n , nn n ,, ,, ni. 4-D 8 -D 23'-D" 1 1` PA 10 DE. , gT}pel 1• p ,1� SP 'r P SP 'P +SP P SP P / / / - " 2'-5" B.P. U°°r ste� Q Uo Is in In In 3 » In I) le 'T It isl /0 _ \ / 5 27,-7� / 45151. 6'-5" / ODOR araoE ©U 0. g - N M a} II) c0 f� OD CI) O � N ?el d N m n � � N N N N N N N N N N M) � / I WALL FRAMING NOTES : a 0 Ri ce C7 A SEE PAGE 7 of 8 = ROOF FRAMING PLANS y rn FOR DOOR AND WINDOW HEADER SIZES de LOCATIONS I $,-8 c�T SEE ENGINEERING PLAN COPIED ON SHEET # 8. VERIFY , U ALL INFO WITH ACTUAL ENGINEER'S STRUCTURAL CALCS c c SLOPE DN. 2" c PRIOR TO CONSTRUCTION. I C y N e > N O z ALL EXTERIOR WALLS TO BE FRAMED WITH 2x6 STUDS GARAGE SHOP AREA 4 °A U a_ _ O 16 ON CENTER. ALL INTERIOR WALLS TO BE 2x4 wNCRETE FLOOR FLOOR w STUDS O 16" ON CENTER EXCEPT WHERE NOTED 5 ti 4 , @ OTHERWISE ON WALL FRAMING PLAN(s). C °� "� c+7 a Es ANY/ALL ANGLES SHOWN ON WALL FRAMING PLANS ARE IN 4 o a 6 '' INCREMENTS OF 45 DEGREES UNLESS NOTED OTHERWISE. et ice r TOP PU1E Ca V U c� fx +� +� CJIBIE75 NTD -4 �- SLOPE FLOOR SURFACE OF ANY EXTERIOR CONCRETE OR \ 0 5 •� `° +� c°'i RECESS oETAL @@ SCUD SURFACE LANDINGS, PATIOS, STEPS, WALKS, DRIVE, etc. ►� o P. W 7 w 39IG) CE111G5. JS'(N) UPPERS, 1 " o 1 oP�ENM ABoIE MIDf nNoD sorms Y AWAY FROM HOUSE AT MIN. 1/B PER FOOT FOR DRAINAGE. I co I!!!!::::ir,_..) • 1 T— _ SEE ELEVATIONS FOR TYPICAL WINDOW FRAMING HEIGHTS. I �Ja ELECTRICAL SUB-CONTRACTOR TO VERIFY AND INSTALLI 'II SMOKE ALARMS WHERE REQUIRED BY CODE. f ), fad y• ixx l I \Lf I. ! _ _j H� d i i i II RECESS PRIMO I " z SEE DOOR SCHEDULE ON THIS SHEET. I S I • • I c vil B W. BEARING WALL- SEE ENGINEERING pt H.P. cb '' Drawn by: ' i 0 Pi -- I.' , 1 \ \ •I 3�.7 7,„� .,, ,�Il„7„.,-a1 I /af ,dx ra,'�5i ;�k.?a�,a�y,< �. f5>�..%fr,�"P�"B.6a,�' - I`-77,."k '.�r",�✓ D) \ •L R.HILL of . e SEE WINDOW SCHEDULE ON THIS SHEET. B.P. BEARING POINT- SEE ENGINEERING F F o KNEEN �` +xl"'r;"x oewrtE ' kii, t° t° Date: al �, I, INDICATES TRANSOM WINDOWS ABOVE. 4© 5/31/2006 ii SEE WINDOW SCHEDULE ON THIS SHEET. Q� Q 1ll 111 / iiiiiiiiii _ l Is l 6'-2" �, to'—B" / 6'-2" / s'-s" / 5'-6" / PLATE HEIGHT KEY igi Scale: �. A x / 35 -0" 23'-0" 121-0" n to 70'-0" / / 9'-1 1/4" PLATE HGT. (TYP.) 1/4 =1 0 x / / C w a 1 I J —ff (B•W.) BEARING WALL Sheet#: FINNED FLOOR_T. 1 ! 1 i PLATE HEIGHTS ARE ALL BASED ON r y ` _ WALL FRAMING PLAN SUB-FLOOR TO TOP OF WALL. 6 e REFG. RECESS DETAIL Scale: 1/2"= 1'-D" SCALE 1J4' ■ 1'-0' of 8 Sheets CITY OF ANACORTES "AS-BUILT" r Sewer Ktorm CONTRACTOR: ( Rv i j" PLAT/DIVISION: 'p G levit,tt'I .e-, pt U t BLOCK i 7—t LOT ADDRESS: _ ,- • 1}W` �( 1—✓� , DATE: 7 " --0 rT--r PERMIT# SC• 1 E Pki'T fe y - r i et), - f-ao -same• — - , 4 h4 - nie -- — s fi 1 a s z ,...re- c F w tt ft PE 0 It nr. t. LOCATE STREET(S)ON GRID INDICATE DEPTH AND DISTANC S OF CLEANOUTS Revisions/Date OPEN SPACE I DRAWING INDEX PROJECT INFORMATION 42.' SHEET # DRAWING DESCRIPTION P� PROJECT INFO : This project consists of a new wood-frame, INDICATES CAPPED ' 1 SITE PLAN WASHER NAILED IN REBAR ORrE \ `'E� I c '' one-story, single-family residence with a crawl INSCRIBED LISSER 22960 \ " �' SITE SECTION(s) p , pri g g , porch. s ace attached vate aza e and front N 1'29'39" E 92.02' °08 6\ PROJECT INFORMATION • G4 �..�� PROPOSED SD STUB. _-_ r�J`"� 2 ELEVATIONS ( FRONT, LEFT, RIGHT OWNER ' 819 Construction Corporation vi cp N VERIFY LOCATION/DEPTH i ,, \ TIGHT-LINE ROOF AND SILT FENCE DURING ) 819 Commercial Avenue, Suite "G" FOOTING DRAINS CONSTRUCTION Anacortes, WA it V LOT 55 3 ELEVATIONS (REAR ) 360-293-6354 Phon 98221 a I \10,774 sf BUILDING SECTIONS 360-293-2979 Fax a U "The Orchards " a) I r—TEMPORARY AREA An corteS WA I 4 FOUNDATION PLAN CONTRACTOR : Irving Construction Corporation p U vi a'" _m / I a >2 µ 20 i/REAR SETBACK LINE 5 FLOOR FRAMING PLAN An Commercial Avenue, Suite "G" `+-•' Anacortes, WA 98221 Q - O~ p 360-293-6354 Phone „fri ° \• ` Ni ` ` mac ' 6 WALL FRAMING PLAN O = M ct ' \ 360-293-2979 Fax NOTE: \ rANTILEVER� OVERHANGS0.a�`� SCHEDULES e - - REFRIGERATOR RECESS FRAMING DETAIL PROJECT ADDRESS : 4301 Cherry Lane LOWEST TOP-OF-CONCRETE } L ' I �y`J B FOUNDATION WALL \I\ FOOTPRINT i 0 7 ROOF FRAMING PLAN Anacortes WA 98221 ELEVATION ® -az' 1 / I ` Optional Deck I TYPICAL WALL SECTION LEGAL DESCRIPTION : Lot 55, " The Orchards " ® cI BUILDING CROSS - SECTIONS AND DETAILS PARCEL # : P 124038 2 r w 8 ENGINEERING PLAN , Covered Deck a ( COPIED FROM STRUCTURAL CALCS ) ASSESSOR'S # : 4882 - 000 - 055 -0000 oA o CODES : International Residential Code (IRC) - 2003 r. r-o ,o._o• I International Building Code (IBC) - 2003 C cots 3 ,,.-0" + ' IMC, IFGC, IFC, UPC - 2003 0 ' g o 1 �' Washington State Energy Code, VIAQ :6u N - ' ,t• WATER Residence I • c <'F* I 1-4 moo", OCCUPANCY TYPES : (R-3) Single-family dwelling ,rS�. .4 o U (U-1) Private Attached Garage Z et y t :1" .' 2r <<' °4 LOT 56 N \ _f‘e" n Porch J o p 00 Adjacent Lot _ x 0 u; CONSTRUCTION TYPE : Type V, non-rated H ° 8 1„ I N ,Pi-o°(w) "-Cs' I I J BUILDING HEIGHT : One-Story ( ± 17'-0" ) 4) o g I CENTERED CRAWL SPACE ® i N�-1 See front elevation on sheet # 2. O 1, ON PORCH L I -�. H GARAGE SLAB Y -_- I Z w , r/ 1' Y ``'I w BUILDING AREAS : 2,257 sf Living Area .� II t g NOTE: �: o HIGHEST TOP-OF-CONCRETE n ' .ti za / FOUNDATION WALL ELEVATION ® +,a" N See schedules on sheet # 6. V 'Ca iCtic � t co U LLJe� p7 ' \ ace N N LOT SIZE /COVERAGE : ± 10,774 sf Lot per Plat c ' W I to Garage ( 35 % Maximum Land Coverage •Z ' CO g Limit by Buildings = 3,771 sf) p / o 0 3,192 sf Building Footprint = 29.6 % of Lot E A .� U I o ., POWER/TV/PHONE I Q Co a°`E I IMPERVIOUS AREA : Roof ( plan view ) 3,856 sf Z Z `49 a W Concrete Drive and Walk 1,119 sf <s I ` F� 0 - FUTURE ASPHALT /'\ UI p I I li / � ��'��+ �� EXISTING ENDOF ASPHALT Total Impervious 4,975sf Y. Q' 20' FRONT SSACK LINE ,\ APPRoxIMA E Locgno s � p I I � ' SJ�.Ja� � / Ls.' o • I 16'-0" CONCRETE DRIVEWAY �; / 'a U AI•M E0 / 10' PUBUC ao`% ' C23 CURVE DATA: UTILITY EASEMENT �- 043 DELTA = 90'29'06" N o / o SS STUB. LENGTH = 55.27' VERIFY LOCATION RADIUS = 35.00' ON U AND DEPTH. Z °' II L S 1'29'39" W 56.7 �,+� " Iw* 01111.4IPr :_^°�Jf4':i7! - .,�F.vl ralr j m� write, .0 8 �J / .T WATER METER /�JQ a REQUIRED ROCK/GRAVEL �0 . �y \\\ \\\ ■\■ 1,, .. 1r. '�'� .�' F' QOheR CONSTRUCTION E PROPE AS �`L .b <,' II I INOTE: V©V •�11BASE UNDER THE PROPOSED o I HIGHEST TOP-OF-CONCRETEo ~ e o 0o FOUNDATION WALL ELEVATION NO SIDEWALK THIS SIDE OF ROW PER DEVELOPMENT PLANS ��' DRIVEWAY \f �1 v ® +,6' 6" CONCRETE CURB/GUTTER �� - �� II O 2 0 CONTOURS .__ - -- - _ t '� a __ - ••-L_- _ ►ice w 6_ r i iF�l •'3� z'-o CONTOURS n APPROXIMATELY 270 WEST OF THIS L - I- L - --illl --2 - i �� 0 00 THERE IS , FIRE HYDRANT F DURING CONSTRUCTION, THE RUNOFF WILL +24" _ amis BE CONTROLLED WITH SILT FENCES AND �� �� ± 12'-0• ± 24'-0" EXISTING CURB-CUT CURB, AT THE CORNER OF LOT 24, 0.00" PER DEVELOPMENT PUNS SHALLOW SWALES TO PROTECT THE 0.00" C G� CI THERE Is (1) FIRE HYDRANT ((VERIFYLOCATION) n ADJACENT AND DOWNSTREAM PROPERTIES. 24 t Zq' L7 N APPROXIMATELY 295' NORTH OF THIS 4�, V Temporary -48" rq PROPERTY CORNER, AND THEN 050' 0 en WEST ACROSS RIGHT-OF-WAY, IN FRONT A Benchmark ANY OR ALL OF THE FOLLOWING ADDITIONAL _72" 48 too" OF LOT 50, PER DEVELOPMENT PUNS t, METHODS WILL BE USED AS NEEDED: CATCH PROPOSED FINISH-GRADE NOTE: 72" CL N (VERIFY LOCATION) CHERRY LANE RIM/LID OF FUTURE BASIN INSERTS, STRAW WATTLES, DIVERSION LOWEST TOP-OF-CONCRETE G CATCH BASIN NAMED AS FOUNDATION WALL — CENTER-LINE SWALES, COVERING EXPOSED SOIL WITH ELEVATION ® -46• U a rn y g — — — ELEVATION = 0.00" PLASTIC. (60' BELOW HIGHEST) Q N Ca IL' \ STREETS AND DITCHES WILL BE CLEANED d 00 oA U \ 14 DAILY OF EROSION RUNOFF, IF ANY. SITE SECTION _ _ A ¢ M © Scale : 1" = 10' - 0" 2 b `ell° Ps) NC..) 0 gvg , a 6" CONCRETE CURB/GUTTER o ¢ auaa 47,4:1 _ +}��'�: �,.y'Y:L.._... .,��i_._2� ES. JjSya.�YS�Wit_S_St:��t�.___ :�,:�..5 '-3- __ar _- rr:ter= ' = -sr sr�ss i-r' '4==' - rZi 8 i-i ) (� � 3________. ___ -_-_ L ......1.. _. __ __ >� )`/ C-. � .`, NOTE: .... _'l7eds. `a"r�?��" L 'SJS 'FS r � Z !' `'"'� Tr- �\ FOUNDATION WALL ELEVATION ill l III lilt - - •-- --• --- - (/ HIGHEST TOP-OF-CONCRETE _ ® +i6 . 1 1 Drawn by: 2'-0• CONTOURS JJ JMC III �I1 *�S ■■ 2-0" CONTOURS SITE PLAN +24 _ �__..._...,., �s ssss���� Scale : 1" — 10' - 0'► \ �_00„ i, ,:Ii i II liiiiiiiii o�" Date: VERIFY CRAWL I 48„ PROPOSED FINISH-GRADE ACCESS LOCATION -24 June 2006 48„ 72 -72„ STEPS FROM OPTIONAL DECK NOTE: Scale' LOWEST TOP-OF-CONCRETE ' FOUNDATION WALL ELEVATION O -46" 1"=10'-0"u.n.o. L 73 - L,,) ` , ' ^ (60' BELOW HIGHEST) Sheet#: C _ SITE SECTION _ _ B © — — Scale : 1" = 10' - O" 1 • of 8 Sheets