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Permit File 3511 Cedar Glen Court
0712004-3 0001 04/30/2007 002 8 Permit Fees 007514 $27.00 GZT Y O City of Anacortes Permit#: BLD-2007-0317 904 6th Street Issue date: 04/30/2007 F P.O.Box 547 Expire date: 04/29/2008 14°' 0j; Anacortes, WA 98221-0547 " w Job Address: 3511 CEDAR GLEN WAY Permit Type: Irrigation Permit ANACORTES WA 98221-8573 Project: APN: P120974 Remarks: Install irrigation system with backflow Owner WENDELIN DUNLAP Contractor CHOICE LAWN CARE LANDSCAPING Address: 3511 CEDAR GLN Address: PO BOX 1962 ANACORTES WA 98221 ANACORTES WA 98221-6962 Phone: (360)293-3645 Phone: (360)420-1607 License#: choic9581m General Information: Fees: #of Backflow Devices 1 Plumbing Permit Fee 27.00 Total Calculated: 27.00 Deposits/Receipts: 0.00 Total Due: 27.00 THIS PERMIT BECOMES NULL AND V ID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPEN ED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE RE AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDIN CES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OE-A- E. IT OES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW EGU T CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OW R AU ORIZED AGENT ISS D BY 0710904-1 0006 04/19/2007 002 4 Permit Fees 00748G $2.56.13 -81 Y Qom, City of Anacortes Permit#: BLD-2007-0271 904 6th Street Issue date: 04/19/2007 �+' a. P.O.Box 547 Expire date: 04/1812008 4'; :CO.; Anacortes, WA 98221-0547 414`- (360) 293-1901 Job Address: 3511 CEDAR GLEN WAY Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-8573 Project: APN: P120974 Remarks: Add onto existing decking. Owner: WENDELIN DUNLAP Contractor: Address: 3511 CEDAR GLN Address: ANACORTES WA 98221 Phone: (360)293-3645 Phone: License#: General Information: Fees: Building Valuation 21700 Building Permit Fee 152.50 Plan Review Fee 99.13 State Building Code Fee 4.50 Total Calculated: 256.13 Deposits/Receipts: 0.00 Total Due: 256.13 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. F SIGNATURE OF OWNER OR AUTHORIZED AGE ISSUED BY Residential Building Permit Application ktrtti Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 SITE ADDRESS: --5 5j I CD,4e C`r'L .N l O'S.t A?JACb1ZJE S T' l$7y t ttala,'. rr_ « 12 ,i 65 1 i J 8 ri.,;r. xv z „.. A Name l \tlD �E PR b �.►�P\Kt- fk1SC)1\)& Address C� City/State/Zip LA�v '—� Phone FAX State License# Exp Wa City of Anacortes License ntitOOSit I1: Name\1 I V 1 � N1Al �� Address, -1 City/State/Zip P,N W 1'` 22.1 1?RQ7F:crrALI.I TIo 4 Phon3id)Z, 13 5FAX 91,11 01/ '7 P-O Number of welling Units E-Mail Address ul ,ins (Number of Stories Building Area: la Floor s.f. 2"M Floor s.f. Name 3S Floor s.f. Basement s.f. Address Garage s.f. Carport s.f City/State/Zip Deck s.f. Lot Area s.f. Phone FAX E-mail Address �Mb���t�( T': . : ;:. : . :.: =.1�J�" cai2t . 'i�e2?7!/lBRI'!R:i:-,- : LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name WztYK`V 1Lik\\� /' t IN VALUATION PER RCW, 3 Address L MAC lrL-j 4 CT Name City/State/Zip pl A A..QCe:, WA ) Address Phon L y1,S '4� E5FAX �t ) City/State/Zip E-mail AddressM\W-- I N Phone No. CONTINUED ON THE BACK ` E :iy'['IeFNN il i ,# lr I, ) ]04' , INO / MVO �• N•<' s�6• Strandberg 4 Nyeste L�I_ ' j-'_CJ iL can7 :.. 1__- Design Group,LLC. F�._i;, .... 1,, -n 1 .11 :I[l.--1 .:yl €.._ _3,, ,i_,ffI _F `_, , JI 4-[ 7155EAFAPER'S WAY,4203 1',,,y; IL€ °r-`j I f_, i�t,l] I-II rl_ Anacortes,Washington -i= IL:�-C.YAl10;:1H Telephone 360-293-9200 \I Lt tt E a 1 L JL Ji ii —'t _,.,_,., 1J"'-= _r—IL-ILC Facsmllie 360-2595660 z,--TYNMI NORM LiN I. STAIR MAMMAL 96*AOOVE STAIR NOSINO INTERMEDIATE RAIL ORKllb SHALL 1 b HOT MAAR A 4'CIAMETER AGR TO RASE TM•NN PER IK.OCTbM SI]3 PEW CO1� 1 5 ]. SUARORAIL SW'AEOJO MR RA INTERMEDIATE MR BRAGW SHALL NOT ALLOWOE'CK YVWLL 4'DIAMETER gnat TO PASS THRW L E PER I.R .MORON OI91 Z Lr'-I V4'RM. I ♦Y'RNLSN IRLCca.CWOt, .UNO. I S -- iDECK 4 Cu 3 NEV/ a �S Y}}C it 0gg IR mac ® 2Yl C ill Q - r 1 , JVr NEW LLDsa� a oE<ac V o W 3 ® "I �N ui o r W Q8 --r N- 000 1� j u W mi 1 31 E>q BUILDIND EXETE] OARACE PENSIONS: L 11tf tY ! g1 . Q oill & DECK PLAN m 114 d,KJLE. V4••I'b' S de SHEET No: I A2.1 so Or v10/07 , CITY FOREST LANDS TO THE EAST SET REBAR WITH CAP NO. 9569 TYPICAL ACCORDING TO PLAT — N 00'15'12" W 75.00' THERE SHALL BE NO ENCROACHMENT INTO THE 35' NGPE BUFFER PER THE CEDAR GLEN PHASE II DEVELOPMENT PLANS. THE BOUNDARIES OF THE CLEARING LIMITS SHALL BE CLEARLY RAGGED BY A CONTINUOUS LENGTH OF CONSTRUCTION FENCING.DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE CLEARING . n I LIMITS SHALL BE PERMITTED, AND THE CLEARING UMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF N CONSTRUCTION co 35' NGPE BUFFER LOT 4 I' T5 sf 3 m LOTdje Lot Adjacent Lot o co v 1/1 N Z Z d }I' in Z irorl , ,„,„..........,...„_„---„i3 r..." t:Yhlet'.w �t-e1j i� r(P •• p REAR YARD 42 . �z r - r---I ` �s r I o¢ \ I Crawl f T r.—.—.—._._._._.� WATER 1 r 1 TOP OF SIOPE ` ^•,`,'i• 3515 CEDAR GLEN WA` I lwa I • j �r...' 'YI,'', CURRENTLY IN PLAN R r • oa I fy ' I o I N N Garage r_J Residence o N o 1 ,`".+� POWER/TV/PHONE I $ . moo __J I PE GAS �rJ z' _i "r7;; FOOTPRINT 3507 CEDAR GLEN COURT o ao - \knor..I REMODELED ADJACENT HOME -i I sO %`%' , r OVERHANG1f 6 WALK:;i�'� �__r \.�pN (SHT. 4)� Porch o y m • a ( \'jai\ J W Z • N EC - �.� ,: •p, - ��Fi _ 20'FRONT B.S - b Q CONCRETE DRIVEWAY .\ U L�1 1 C.fe+EMENT 1::. '\ .,.a" i :. I SS STUB tO .,��::,� .. • VERIFY SD STUB •..:`j:'r .•..e. ,,':y rt %::;,,,/j.:� TION VERIFY :, ...:..,,,, .' �WATERAMETER LOCATION •~ 6'2S"E 25.4 x` .;.;i -•,.;.!!!r;...,. .r} iq�,, . .. WIDE rSIDEWALK i 4:^"i' GUTTER t L''' i `' , `r.. ,;v,'•.T:•:.�i..j;':,::.•.._..'. CURBS � 6° (C7�1k A R G L E NV A y CURVE C21: EDP R GLEN CO DELTA = 04'49'55" LENGTH = 494 LENGTGT H = 49.8.84' ' I'I E 04[\)? SITE PLAN Scale : 1 " = 20 ' - 0 " 1 • II IJIII111I}11111I11IIIIItlII 11191 11111114111111 M 1111111111111111111 III 1111111 } 1111111111 111it1illtllllllilll11l1lLlilllll III {1IIIIIIII 111111tllitlilltlil i t i t I 1 I I I I I 1 t 1 11 I 1 11 I I I I t t I 1 i 1 I I 1 1 1 1 1 1 1 StrandbergNyeste Illl lit llii 11111111111111IIi111 �11111111I1t1 Y { 111111111111ttiiiitlit11y11111I1Jk-II N 11111 JIIIIl111IITI1IIIIlIIIIIIIII1JlIIIIIII11I1111111111111 I LLC 1I111111111J111111111111t11111111111111111111II111I-�1111111 Design Group, 111111 1 111 M 111 11111111J11111a111t111111111141 } IJ11 1 1 1111111 Il tIf111111111111111111t1111t11 11111I11111111i1i1111itliilllt IJI �IIil4illtlllllf111111I11 } II IJtIIt1111111141111111JI111111 4 { 1111t11 11i I11i111 1 1C11 111111i iI i1l lJl1 l llIlIlIlitlilIlllIl 111t11 11 715 SEAFARER'S WAY, #203 " III1I I" "1I I111I 1t111 11i 1 11 1I1 11t1 1i1 11l1IiI111I1I1 1I1/1111I111iJ1I1I11 I III1 1 1 I 1 1 1 1 1 II I II II I I I IJIIIIII I I I IIII I11 1 11J1 11111 H1 1 1111111 111 1 1 111 1 11 1 111 II Anacortes, Washington111111111I1111111111111J111111111 IIIIIIIIII1111111114111t1I11i1 I I1,1 IIIIIIItlltlititI t t11111tI11tlllitli1 1 1 1 II 1Li1111tIt111 IJ� I I Ir �1 1i1i1 1111111I11t1�J1I1I1I111I11111I1I1J1 1}111 11111 1 1 , � e8a a L_ �J-� Telephone: 360-293-9200 - - n n Facsimile: 360-299-8660 - - -- I'I'I'I'1'I i y,,,,c 'f'I'1'I'I'I'1'1'1'~I 0,11.- --- .L----/®6 :-i -L . l.iys8IL ' £ .t� ` 17 --^^� --- - - ri ,J 'T, ,P ...7 7. =.Z.L..wa. w, e“a-- 5'4^A,, . r __�- L =' n.IJLLJ I.I.I.I.I.I 1.I.I.i i.i ld r.-LI I f' + I I li I r' - is i 1 i i11lllrrrllnl IIIIIIII IITl11I IT -III1111I11i1 it11111III4111 [ 11111 1t11111IJt111 IIIIIItT IIII11111 111I111J111I11111I11llllaill1111111 111 111I111JIIIII1IIt1111iII I lIt1it11Jll IIIIIIIIItiiilllll111ti� I 1,1,1,1,11I,I,f,I,I,t,i,I,1,t,i,ihI,i,t, ,I,I,I,I,I,F,11111,I,III, ,1,1t,I,I,I,I III,III,Irl,1,1,111,1,�i,1,1,1, CITY O A^I ,A"ORTES PERM! ' . '- APPROVED P .i r 1DERMIT NO. '- _""." ..`-.,._— ADDRESS APPROVED BV SUBJECT TO FIELD INSPECTION. OVERSIGI-1 OR VIOLATION OF CODE IS NOT INCL.UDCL frt� lic-71 New Custom Deck for o Z 8 2 Wendelin Dunlapv a W 1 3511 Cedar Glen Court o Z w Anacortes, Washington o W o 0 PROJECT DESCRIPTION , SYMBOL LEGEND ABBREVIATIONS SHEET INDEX Li in m a A0.1 COVER SHEET AND INDEX NEW DECK ZONING TYPE: E ELEVATION S.W. SHEAR WALL ROOM (ql • AT (E) GONT (M) CANT (6) GONT FIRE RATING: NON RATED 0 10'-0" ELEVATION KITCHEN DESIGNATION AB. ANCHOR BOLT EQ. EQUAL MFR. MANUFACTURER 5T0. STORAGE CONSTRUCTION: REFERENCE +4.0.y ADM. ADDITIONAL EXT. EXTERIOR MIN. MINIMUM A2 - 1 ANAL PLANS ADJ. ADJUSTABLE MISC. MISCELLANEOUS Sit SWITCH IS DETAIL A.P.P. ABOVE FINISHED FLOOR (F) FDN. FOUNDATION MITE METAL VW. SYMBOL A2.I DECK PLAN Cr REFERENCE ril COLOR + MATERIAL BOARD AEG. AGGREGATE ID FLOOR DRAIN SSS/545 SMOOTH 5 or 4 SIDES DETAIL NUMBER FINISH SYMBOL ALT. ALTERNATE P.P. FINISHED FLOOR (bU (P) NEW CODE COMPLIANCE DETAIL SHEET ALUM. ALUMINUM P.H. FIRE HYDRANT N.E.G. NATIONAL ELECTRIC (T) TEMP/T. TEMPERED 10 KEYNOTE lA AMERICAN PLYWOOD P.J. FLOOR JOIST CODE T.H.1114LD THRESHOLD A3 - ARCHITECTURAL B.EVAT10N9 SECTION ASSOCIATION FLASH* FLASHING N•G. NATURAL GRADE THERM. THERMOSTAT REFERENCE unww..� APPROX. APPROXIMATE PLR FLOOR 'C.C. NOT IN CONTRACT T.J. TOOLED JOINT THESE DRAWINGS WERE PREPARED IN COMPLIANCE _ SCHEDULE KEY N.T.S. NOT TO SCALE T.O.G. TOP of C4PD/CONCRETE A!.I REAR 4 RIGHT 4 LEFT ELEVATIONS REVISIONS: WITH THE 2003 INTERNATION BUILDING CODE ' xx-12 AZ. AS SHOWN FLUOR. FLUORESCENT SEE INTERIOR DRAWINGST.O.S. TOP of tAB/SFIATHIN6 SECTION LETTER ASTM AMERICAN SOCIETY of F.O. FACE OF (0) O.G. ON CENTER T.O.W. TOP of WALL A All Construction to comply with Local Codes SECTION SHEET FACE OF STUD, TESTING MATERIALS F.O.C. PAGE OP GONG. OD. OUTSIDE DIAMETER ARCH ARCHITECTURAL /CURB O, OR .N. OVCRHAN6 TA.P. TOP OF PLATE and Ordinances and the following: A MASONRCONCREY WALL P.O.M. PAGE OP MASONRY OPG. OPENING TANSM TRANSOM B.F.P. BELOW FINISHED OPP. OPPOSITE T.S. TUBE STEEL FAAMNO PLANSA (0) P.O.S. PAGE OF STUD 1*5 TOP 1 BOTTOM D N©�B INTERIOR ELEVATION PARTITION FLU FR. PRENGH Tdb TONGUE t GROOVE 5I DECK FRAMING PLAN e • 2003 Internatlon Residential Code (I RG) A REFERENCE BLDG. BUILDING PTO. FOOTING (P, pB PUSHBUTTON TIP. TYPICAL REFERENCE , * KG. BLOCKINGJ013 NO.:Current Edition - Uniform Electrical Code NEC)(UEG �I P.G. PRECAST 52 ROOF FRAMING PLAN 4 STRUCTURAL SECTION BM. BOTT PERF. PERFORATED U.S.C. UNIFORM BUILDING * 2003 Uniform Mechanical Code (UMC) C. ----- CENTER LINE (G) eA. GAUGE -- GOD! ISSUE: -- PL.. PLATE * 2003 Uniform Plumbing Code (UPC) BTWN BETWEEN GALV. GALVANIZED P.L. PROPERTY LINE N) U.L. UNDERWRITERS DATE: -- * 2003 International Fuel as Code (IFS) T TEMPERED GLAZING G.P.C.!. CIRCUIT FAULT PL.HT. PLATE HEIGHT LABORATORIES * Current Edition - Washington State Energy Code (G) CAB CABINET INTERRUPTER PLYWD PLYWOOD U.M.G. UNIFORM MECHANICAL GALLS. CALCULATIONS PR. PAIR CODE REVISION TRIANGLE G.G. CENTER TO CENTER GLU-LAM GLUE LAMINATED U.N.O. UNLESS NOTED GEM.PLAST.CEMENT PLASTER GR. GRADE PSI POUNDS PER OTHERWISE FILENAME: G.I. CAST IRON 6.5.M. GALVANIZED SHEET PT INCH UTIL. UTILITY -- DEFERRED SUBMITTALS CLG. CEILING GYP. BD. METAL YPSIM BOARD (a CA. CENTERLINE . PRESSURE TREATED (V) v VOLTAGE CLOS. CLOSET (H) HB. HOSE BIBS VERT. VERTICAL I. INTERIOR GUARD RAILING CLR. CLEAR H.G. HOLLOW GORE (R) R. RISER VIP, VERIFY IN FIELDcJii 2. FIRE SUPRESSION SYSTEM C.M.U. CONCRETE MASONRY HD HOLDDOWN S.D. ROOF DRAIN 3. MECHANICAL HVAG SYSTEM DRAWINGS UNITS H.H. HEAD HEIGHT R.I. ROUGH-IN (y� Kt WITH $_ 4. ELECTRICAL. POWER DISTRIBUTION DRAWINGS COL. COLUMN HORIZ. HORIZONTAL MEINF. RAFTER REINFORCING W.CND. HOODWATE CLOSET $i is 5. NATURAL GAS DISTRIBUTION DRAWINGS GONG. CONCRETE HR' HOUR RM.FROOMFTND. WINDOW lit 6. PLUMBING DRAWINGS GONN. CONNECTION HT. HEIGHT REQ. REQUIREMENT VOW WATER HEATER W �fi Er T. ROOF TRUSS DRAWINGS/CALCULATIONS CONT. ONTINJOUS RWJRWD REDWOOD CONTR. CONTRACTORKO. WHERE OCCURS (I) ID. INSIDE DIAMETER W.I. WROUGHT IRON COalai GSMT CASEMENT INCL. INCLUDE (5) SAD. SEE ARCHITECTURAL W.P. WEATHER PROOF PROJECT DIRECTORY (D) DEL. DOUBLE INFO. INFORMATION INSULATION or SLD. DW65. WWF. WW.M. WELDED HIRE FABRIC CC =e h DW DBL. PL. DOUBLE PLATE IN5UL. SE:ELECTRICAL MOS. WELDED WIRE MESH , } INSULATED B.M.D. SEE MECHANICAL GS. 'J DESIGN DRAWINGS: DET. DETAIL INT. INTERIOR S.P.D. SE FUNDING DWG5. 8 I big' DEG. DEGREE 5.5D. SEE STRUCTURAL OWES. fi STRANDBERG AND NYESTE D.P. DOUGLAS PIR (J) JST. JOIST S.G. SOLID GORE 'Jib DESIGN GROUP LLC. DIA. DIAMETER JT. JOINT SCHED. SCHEDULE P.O. BOX 3I9 DIAPH. DIAPHRAGM SD SMOKE DETECTOR $p1•% DIM. DIMENSION (K) SECT. SECTION ANACORTES, WA GI8221 DN. DOWN SD5G .FJ5Q.PT. SQUARE FOOT st1 PHONE: (360) 2413-41200 P.S. DOWNSPOUT (L) LAN . LANDSCAPING SHR. SHEAR lit DWG. DRAWING LB. OR = POUND OR NUMBER SHT. SHEET FAX: (360) 2q9-8660 LEVJLVL. LEVEL 5HT6 SHEATHING DESIGNED BY: EACH LT. LIGHT SIM. SIMILAR to BRIAN J. NYESTE ELEC. ELECTRICAL LTWT. LIGHTWtio EIGHTSQ. IN. SQUAARERE I SPED• SPU NOCH SHEET NO.: CONTACT: BRIAN J. NYESTE ELEV. ELEVATION (M) MAS. MASONRY S.S. STAINLESS STEEL email: brian®sndesigngroup.com E.J. EXPANSION JOINT MAX. MAXIMUM ST STRAP EMS. EMBEDMENT MD?. MEDIUM DENSITY Q STD. STANDARD ' `0. C.P.S. exTRUDED FIBERBOARD STL, STEEL POLYSTYRENE FOAM MECH. MECHANICAL STRUCT. STRUCTURAL SHT OF 4/10/07 28'-6" II'-0' 151-6' / / / / / 5'�" / g'�' / Strandberg * Nyeste fL___ i i u u u u u u Design Group, LLC. _0-HE-_0-_0-LJE-_O-UE1 U0-__A rj- -I I- _ _—n—I 1-n� E 715 SEAFARER'S WAY, #203 —❑ —❑ 1—❑ �_—❑ ❑-= Anacortes, Washington �1_ --1 1_ ii _ ■ _ AI- 1- 1-c e et a a _❑-_❑ ❑-_V..1 -IS -- --❑-_❑-_C. I_ _J 1-0- _CC_C_C_C Telephone: 360-293-9200 • _ _ _ _ _❑ -� m-r ` Facslmlhe: 360-299-8660 1 _❑-_❑-_❑-_❑- _❑`_❑-_❑-_C I_ J_ _C7_�_0_C _❑— _❑- _❑-_❑—_❑— ❑-i °ti I_ _C in - --C- j- - - —[ ❑-_❑- _❑ ❑ ❑_C : _ �� 4 +/2" WALL S isi\ NOTES; I. STAIR HANDRAIL 56" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL ON Q NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 512.2. NEW COVERED i• 2. GUARDRAIL 56" ABOVE FIN. PLR. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW DECK +I2" WALL 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 512.2. 8'—I 1/4" PL. HT. I B EXISTING I § DECK 20 + SO" RAILING PM LOCAL GODS M U.N.O. A5.1 N• - � —n - t n 5. 2 o f Ili, NEW eh r 2 1 a.. f- PAWING t NEW 6° ° 5 DR �U DECK V0Wa 2 in Ztn- - c CI — W O 1J Qn un II 16'-0" / 2it- -f 7d v Z EXISTING BUILDING EXISTING GARAGE REVISIONS: A A A JOB NO.: -- ISSUE: -- DATE: -- C FILENAME: _ IIj!1.31 J mill 111 oft ts6 iiiiii E 'obi fu ji II.% DECK PLAN s ij SCALE: 1/4 I O SHEET NO.: A2.1 SHT OF 4/10/07 • 4111% . ',,r• Strandberg * Nyeste Design Group; LLC. 715 SEAFARERS WAY, #203 11111111111111 1 1 Anacortes, Washington A ' I 11111111111111111111111111 I I 1111111111111111111111 e a 2 2 1 111111111111111111tilllt Telephone: 360-293-9200 1111111111111111111111111111 B 1 1 1 1 1 1 1 1 1 1 i - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Facsimile: 360-299-8660 i 1 1 1 1 1 1 I I I I I ilillyl l i t l l .1 l l l l l l l t l llttlt111 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t l l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1111IIIIIIt 1111111 IIIIIItJil11111i 111tlllllllll �lllltltt1111111111tlllltl ItttI1111rtIIl1liltill I A IIII 1 1 1 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 t l 1 111111111111 iI'I'I'I' t rIIGeeeeeeaeseen e e eeee=aees eeeeeaesa -eieews i lllll 11111111111 IIil11 JIIIIIIIIIaseeeeesesweaas� wawsesewweae.eresewws!- swaes Ll wsees ,(111111111l �I�IIIIIIIIIiIIIIJIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. ' ' '1'III'IIIII'III'I'1'I'ITIl1t i 'NIII'I'III'1'I`I'1HI't'I'I't'I'1'i'I' I'l'i'1 lit lil — I I III 1 1 1 -wseaaae�illi'wwewwwwesesasaw..wew PM -sss a ti I i I I I J i 1 I I I J I } III J 111111111111111111 • 1111111111t11111411111111111111tllllll 111111111 C 1I1I1I111Vial we MIiki eeaessnala ewwwweasas M—%in a.maeea e i 111111t11 1111111JI1111t)IIII111 11411111111111111111 1-11111-1111I1111111111111111111111t111 111111111t 111111111 s�' I Ifil iflllilll1111111111111111 lill111111111111J11111 111 II111111tltllltllllllilllllllllittf111t1 1111111111 ... A�.. 1 IIC}I 1 Iltll � tilltliltllllll IIIIIItIlt11 IIIIII I MII I IrYIIIIIIIIIIIIl1111tIiIIIIIIIl11t11111t1111 I I I I I I I I I ^essseeesaaasmeseaeeeeeeeseeses-itiesweeweesase=1 n111111tt11111-IIIIIIt11t1111 111 - 111111II111111t11111111111 • 11 N 1-N i111J111111111111i1I1I111111I11111 Ililllllltasesaaare.esawwweswssawsesu _::e_weeeseweaswas iI-1111 t1111ii11111111111r1J11 t1111t111111111t1111t11111t11tillt1i11111111111t11+Mitt. 1 1 Ilit111111111t1It1111111J11111111J11H1IiHIIl1111111Jt111111111111111 I I t 1 t I 1 t - >. 1 1 I I a i i 111 t I I I f I I i r 1 I I I ! IIII 1 t I tlllllllllllilllttlllllltll I- ltllllJllt : Illi11111111111111J1 II i �I ,1/ /j ll tII Ilillllllltl Hlii 1 IIt111111 111it1_ 1 - I IIfI111111111 IIIII111111111it W IIIIII11111i11 1 1 IJ L I ��]������• rr;==� 1 _ T t N 1 1 1 1 1 1 t l t 1 1 1 1 i l { III 1 ( f I ( I 1 i t 11 Itlilill 1111111111j�11111{lt1I111111 .. /i _ ii11111111111tti1111t11 m i t I f f [ 11111111111111ilttlllllllllitl III111111111111111111 [ tIIIl11111 RAILING ON EXISTING DECKI I,I,I,1,1,1,I,I,i, , ,I,I, ,I,I,I,I,I,I,I,t ,l,ll,l,l,1,1,1 1,1,1,1,1 NOT SHOWNPOR CLARITY Itrn' Cl. k Ri • u_ D ug' U - a Z 0 o Jew if EXISTING BUILDING RIGHT ELEVATION EXISTING BUILDING LEFT ELEVATION ° W ei g SCALE: 1/4" = 11-0" SCALE: 1/4" = II-O. n U Q U W � 4 2x6 CEDAR DECK RAIL GAP. ELEVATION KEYNOTES 2x4 CEDAR 2x2 CEDAR DECK SPINDLE �, 0 TYPICAL ROOF - a PRESIDENTIAL COMP. il SYNTHETIC DECKING TYP.,U.N.O. Y� II! B CONTINUOUS RIDGE VENT 1 I III IItI11iII1111i141 I ; '-I 1 1 1 1 1 1 1 1 t 1 1 1 1 1 P.T. DECK JOIST,SEE PLAN POR SIZE (SHEET SO �>•a� 111111111111111111t111 1111 [ 1111111111111 111111 � 1 1 1 1 1 1 I I 1 I 1 1 I 1 1 I 1 1 1 1 :'1 I 1 t 1 1 1 1 " T 2x4 CEDAR REVISIONS: 111111t11111111111111 [ 0 1111l : IIII i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 1 1 t DI MIBARGE BOARD/ FASIA - MATCH EXISTING IIIIIIIIim iii IIIl11t11 111111111111111 11 111t11111111111111111t111'1111111 1111111111 4x4 CEDAR DECK RAIL POST HOUSE 11111111111111111111111111111 111111 .1111111111111 t111t111111111111 ) 1J111111tIiIliIIt1111111111111iYiYit IIt1111111111t111111tIlllitl11111 � i11i11 , tt111111i111111t �I 1111111111111111111tlllllillll11111 Illlll � it ) 1111111111111ti1 �I Itl lil l l l l l,ltlil l t 1,1 lj ilrlil�lltil 11 Mil I I I lililili1111 il)I�I Ii1iI I ii1 1�1,11 1il,l�litiIit I D VINYL HORIZ. LAP SIDING b" REVEAL W i T l , i 19 , i t t t n l u l l l l l i I l u l l l P.T. DECK BEAM, SEC PLAN A -a 1 III 1 I I t . . . . . . SIZE (SHEET SI) I I I I t 1 I I SIMPSON GAP (BG6) TYP.,U.N.O. IlIIt111111111 ! IIIIIIIIIIII11111 essseesseeeeeessie a._ JOB NO.: -- \T.O. BM di --__ ,1 1 y `"1"ee i 1 i i i 1 t I I 'cm i t I 1 I t i i I t I I L DETAIL A 6x6 P.T. POST TYP.,U.NA. ISSUE: -- 0 bxb P.T. POSTS WRAPPED TYP. DATE: -- SCALE: 3/4" = NO" TYP. Et. �% I I - �/ • � ' / •/ A3.1 FILENAME: llii ' = --r ____ _ _ _ J- ''� ' --- ee===ie: I;, _ -- _-- £ £1 £ £ n 2Xb CEDAR TOP PLATE E T.O. EXISTING - . . - -- ' I i i . ,-.z . . £1 ,f.-4£ . . .J.I.. T>>, m 2x2 GEDAR TRIM � ' d ,� - - 1 _. �)1 - '"- ---` - I :-FIT III11 1 111 ) L11..) l .I_1 LAI1_, III1- h. \ � � \SUBPLOOR I I I _ L L _ _ _ _ l 11 1 t 1 I I Ix2 CEDAR LATTICE ill I r I IiIiI�I�li1iti1i '�fili j1i1tfi1i1i1i1i iIiIit�lil�i�lililililil�l�liliI IiJiIiI 1i1111iI11t11111 111111111111111111111111111111i111111 1ti111111111t11tt11111111111111111111111 1 Illltililili(illl11111 1 e�� 2x2 CEDAR TRIM P_. ! �114141,1,1,1,1,1[111IIIIIIII ,l,1IlII I,I1I1I,I,I1L,L�,L,[,1,I,I,1,i,t,t,t1t t;1,1,i,Ili!t,I,t�I!I 111tio, , , J . e W !Idi1 l 5 Edit' • 0 2x6 CEDAR TOP PLATE °a Zx2CARTIM ii'lCC l i PIN. DECK es=e W � I Ix6 Tie CEDAR E 2x2 CEDAR TRIM or 11 2x6 CEDAR BOTTOM PLATE EXISTING BUILDING REAR ELEVATION SHEET NO.: SCALE: I/4" = 1 1-0" DETAIL B A3=1 SCALE: 3/4" = 11-0" SHT OF 4/10/07 U 5trandberc4'111.,Mate Design Group, 1,14. 715 5EAFARER'S WAY, 1203 Anacortes, Washingtpn e 8 ati:s Telephone: 360 034200 Facsim111e: 360.239.8660 12' SONO TUBE 6 TYP.,UN.O. *it r •1/4,P1,4k. 'it 24" saxVTH. 6+6 % \r 4C A MT.,U.No. , ,, I ►I I I �j@i I Ili J L- III J v REPER TO PLAN POR BEM SIZE (SHOT 51) ® I D I 51MSPSON GAP (BGb-ZMAX) . ::1:L ft eR � ' � i ' fA �P2 P.T. = - PUSH bxP.T. -- I- II{;y r ILA(ABUbb-ZMAX) J X " 0 i `/I:/ i !9(ISTIN6 DBGK N z II m " 1 omum ' /a ALL-THREAD W/ 8 MIN. EMBEDMENT �xb P,T Sr I I D .Io15T5 tI b"O.C. I U a J \ I 111 Z l N al -' Y PIN. BRAD! EA -AL I O ot f- \ I• H I F J �xl� p.T. ° .alsrs x r-1---� ,b o wQ n I P _ _ _ 4 _ ci, \ L -K12' SONO TUBE 0. ,�.k 6 ° Z 24'x24"x8" TH. GONG. PAD VW(2) *4 A. WAY Q� f' it W m DROPPED bx12 P.T. I r 1 I CONC. PAD DETAIL EL_- DOUBLE 2x12 P.T. _ SCALE: 3/4" = I'-a" REVISIONS: e REPER TO PLAN POR BEM SIZE (SHEET SI) SIMSPSON GAP (BG6-ZMAX) Ibxb P.T. POST AS 51MP50N BASE (ABUbb-ZMAX) JOB NO.: __ISSUE: 61 %" ALL-THREAD PM/ Es" MIN. EMBEDMENT DATE: -- It, FILENAME: PIN. BRADS �l/� 110 z rI I1 in1 1 12" SONG TUBE • a s \ L---J L lii ; it CONC. SONO TUBE DETAILg ii0 iiSCALE: 3/4" = 1'-0" bj 6 ail} , 0 i' iii,,:is liii DECK FRAMING PLAN SHEET NO.: SCALE: 1/4" = I'-O" Si SHT OF 4/10/07 '4F ��� p'ry:4�t�1's "te.i: 'tat 4:A I�.a� I1W'r ‘[:I rt kn . fl 6+6A / � fi �ir. II ,„ ' RAC ,, t,r l I / Strandberg 4 NOS ' r"i„: I. *APIM TWIN \:/iSti Design Group/ i. N, I, ;' .. e --- — - 715 SEAFARER'S W Kis:,., Anacortes, Washington 1` eiv I A Ap• 4 I -tte z ok. Telephone: 360-293.�29(),, Facsimile: 360-29 6 Q' I PR!-W611�Rm TItlJB8G8 TYF.U.N.O. Ix T/6 PINS LINER i.tOt It Mgt e j Ix FRSNtIMC7 SLAGS �� WRAPPED BSAM '� I o li �b I rI I I ' :4 r.p', ' p: i TA. BEAM 4 I f 'rl° hied -0 4nF' „t14 f a - - - � 3.e. 7 :iIvl—w% Y Er• Eaiz— u 4 x X 0-4t - - wzu �i !, T.O. EXISTING 0 V w „s''; y , BUILDING SUBFLOOR Q . :',.:, �, OW (1O ;4,r,uo,g;Mir. I— w u .'+,1 ,,,011` Z u Z jl isa u W mq ,'1, F4, ,i,I i', , Iw'.:`;11n hw O' a r.r.�, SCS SHOOT SI R DECK JOIST AC IMAM DIMSSIONS AND SIMS SYNRICTIG DGCKIN3 TIT. 'ikv!r'.°• ,?t IiREVISIONS e e A , 4 JOB NO.: -- STRUCTURAL SECTION A-A ISSUE: -- .„� DATE: -- r SCALE: 1/2" = I'-0" FILENAME: 1... ,e,'' FRAMING NOTES ' ` o ldt I. REFER TO SHEET SI FOR FOUNDATION NOTES AND DETAILS. i ROOF FRAMING PLAN 2. COORDINATE IN/MECH. 4 ELEC. I'OR LOCATIONS 4 SIZES OF Q FOUNDATIOWSLAWJOIST5 BLOGKOUTS. § 1 i SCALE: I/4" I'-C" B. FLOOR JOIST LAYOUT SHOWN HERE IS FOR SCHEMATIC DCSISN ONLY. MANJPACTURER SHALL PROVIDE AND U 'j aii#a SUBMIT ENGINEERED DESIGN TO THE EUILDINS DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. 111 II 4. ALL TRUSS TO TRUSS 4 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUP. iI S. FLOOR SHEATHINS TO BE 5/4" GDX OR 055 STURDI-FLOOR T4S, SLUE AND NAIL IN/ RING SHANK Od'e • 6" epees 4 17" IN THE FIELD. FACE BRAIN PERPENDICULAR TO SUPPORTS. 9 / a t 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETNEEN UPPER AND g,ii LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.1. PROVIDE BLOCKINGWHINN I-JOISTS AT INTERIOR BEARD* LOCATIONS WHERE THERE IS A LOAD ee RINO g () j�,A11iWALL MOVE. 4.0 . ; D. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. as a. ALL CONNECTIONS TO SE SIMPSON OR EQUAL. Iliac nil HEADERS: —- —-— 0 (EXTERIOR AND BEARING ONLY) SPAN 4' OR LESS - 4X8 DP •I 0 ;.',. SHEET NO.: , : : SPAN OP MORE THEN 4' - SEE PLAN R.., - INDICATES INTERIOR BEARING WALL S2 %��T/ — INDICATES CONCRETE WALL SHT OF ,' 4/10/07 ' ""n `,s v o, CITY OF ANACORTES WASHINGTON a w 1. " BUILDING DEPARTMENT 9c ORS CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure,: Single Family Residence Located At: 3511 Cedar Glen Court S1PEE'P.NARER I I Owner. Irving Construction Constructed By: owner OWNSR OR CONTRAO1OR Bldg. Permit#: BID-2003-9263 Date Issued: January 11, 2004 2 Occ.Group: R3 Use Zone: R_ Has Been Inspected And Occupancy Is Hereby Authorized. This 2nd Day q/oofJf yy/Jb/JJNaay 20 D5 AUAORSINGOFi L • SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. G1T ! Cl . City of Anacortes Permit#: BLD-2003-9263 904 6th Street Issue date: 01/11/2005 *,.,�,y,. P.O.Box 547 r' Expire date: 01/11/2006 14" '"f ;�, Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 3511 CEDAR GLEN WAY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P120974 Remarks: New single family residence as per approved plans. 1 Owner: IRVING CONSTRUCTION Contractor: IRVING CONSTRUCTION CORP Address: 819 COMMERCIAL AVE Address: 819 COMMERCIAL AVE G G ANACORTES WA 98221 ANACORTES WA 98221 Phone: (360)293-6354 Phone: (360)293-6354 License#: IRVINCC044KG General Information: Fees: Basement Square Footage 893 Plan Review Deposit 100 00 Lot Area 12715 Building Permit Fee 555.50 1st Floor Square Footage 1184 Plan Review Fee 261.08 Garage Square Footage 616 Mechanical Permit Fees 107.10 Building Valuation 148597 Plumbing Permit Fee 146.00 • #of Bathtubs 2 State Building Code Fee 4 50 #of Clothes Dryers 1 Sewer Inspection Fee 50.00 #of Clothes Washers 1 Sewer GFC-Residential 4,174.00 #of Dishwashers 1 Storm Drain GFC-Residential 1,126.00 #of Gas Fireplace 1 Park Impact Fee 615.00 #of Gas Piping 1 Traffic Impact Fee 775.00 #of Gas Water Heaters 1 Total Calculated: 7,914.18 #of Water Piping 1 • Deposits/Receipts: 100.00 #of Hose Bibbs 3 #of Kitchen Sinks 1 Total Due: 7,814.18 #of Lavatories 4 #of Range Hoods 1 #of Showers 2 ,° a #of Ventilation Fans 5 - #of Water Closets 3 ,t o a •r I I I--. ID vi a 00 , 0 ..0 c.n I ' a , it •-• �, -... '— THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR .D u CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALt _ PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Cib o I NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER to I STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. w SIGNAfiJ18E. OWNER OR A Teo AGENT ISSUED BY SITE ADDRESS: 35(I (j=DR2 GLEtl Coo2t ASSESSOR NO.: t ED LOT: 3 CE.DhA f A PAS 7 BLOCK: DIV: ADDITION: I ,T$VY I �..._.a.� e �{g,{/�,Q,'(y,�'((>v �,...�...:.5e�3'`k �k,a-v�..•.,..n. . ,isy. � yv...:..: ..e. .T.l.?i":fi.Wv:'.wS'^'a%ti:`.`'�.. rrto< .._s.j€>:::.)bE?,�1%(k`.,.2> .�>�.k.::,v..:u.. . .�'. .....axis.<..v:,.1.t ,..,...>:...(: :: :.. ,.p.�n \..o....:::;::v Name: Name: Name: I IRYItJG CbtJSTRI)tTioN1 &oePoR&-riotJ bk17-oN &nil& IRYudG eoa r-nr*.I CARPoRtcgccl Mailing Address: Mailing Address: Mailing Address: a19 CbntAnUL give, Surt'E, G' P•o . Box 580 81a CotAM,Ee1tM, ROE,) Sulte "( ' City: State: Zip: City: State: Zip: City:; State: Zip: Asth t)RTES WA 9822,E 3ew,>6rla WA 982Z8 AhtpcoR7E5 14 C\ 9'8221 Phone No.: Phone No.: Phone No.: 3Lao 2133 4354- 340 293 4354 3191> - 133.3asb Contractor License: IR./INIC,CDelitta Contact Person: JoHN '(AWL.E9 or See't( IRYit46 PhoneNo.: S 4.a 2°I3 6354 3 v.. ::>>..� �<',-n.;;.:u „xua...:.�xm<...,,??azo?<`;K('":.z:.. ,,,..T.,.:...oe(Ep.<:5:.` ;;:,3�^;o9ere`o ,Y'xc$Jgx::,.(:<(%:::.;>o..�;' >(<::. , w} ..xvlxsoy,...<..y,..,..»,ano., v> ,:..� .. .(..: :3";u .xl<'.>:e S.H � 'e.x .,. a.,.e .ANI'.I7.SE' d8.::;' .<,.....:...,( �?'L i.T''»'"w,:; (Check One) Single Family: J Multi-Family: Apartment: Condominium: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: NEW RE5r oE NCE p k . 3t t y „r� orci ^< �S 7 y�..� �r Y <N F ?< :at ° Kaw"i .?.lS..:.:.n.c..i:.e: :":�� :.*:. � :»3 . ... .�S ns > , ' �<.:c� <:a 3ao an . � \;:: w ::. +:; l�, ; :a"� xx�x . agw�°e; a. ;:.o a z; o ' , b.�o 6xY deea: )�.�%y . Hbg.;> '. >�� tit<� x�: m >�S : awSa� mni1aaxi�w : wr3 » ; xtu ? -29t:S nw <Y gl Street Setback: .2 D ft. 2nd Floor: sf. (Circle Y or N) 1st Side Setback: Ib ft. 3rd Floor: . — sf. l 2nd Side Setback: S ft. Basement: g33 sf. `PUP 1Shoreline/Wetlands Y ib Rear Setback: Zo ft. Occ. Group: 2.5 S 0-1- Water on/Adj. to Property Y cN Use Zone: R-2 thin; L-tb;,JL Carport Area: --- sf Soils Report Y & Type of Construction: V Re.E. SF3ekpro,a Garage Area: (al(o sf Sensitive Area Y R) Lot Area: I11t5 sf. No. of Stories: I i''`SOD Latecomers Agreement Y ' No, of Dwelling's: l Building Height{29'-541 Fire Hydrant (250 T,J, = _et N Lot Coverage: 22(4—( l ag If'•(o� Deck Area: -- sf. Varian �„ �`_IV, � !, 'L' y 0 1st Floor: 1164— Al )(1�5.of-) 1( ,4b to Coven I:"'a J,-- Y I C.rtI lqa, is 7 DEC, g b �'u S Project Valuation (Labor and Material Cost): le _K 8 -ems THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNTagaBUIWIK�b`DE, 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 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 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. I SIGNATURE: bide4OCC47DATE: /2-/ •v 13 0071Ci9/14 004 001 U`iG 'ii3'-i 2 ofAnacortes Permit F=. 05126 : 8.0 3 Y O . City Cj Permit#: BLD-2004-9303 904 6th Street Issue date: 09/14/2004 P.O.Box 547` Expire date: 09/14/2005 +'� Anacortes, WA 98221-0547 c,'. Job Address: 3511 CEDAR GLEN WAY Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: P120974 Remarks: New Single Family Residence foundation permit. Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: G ANACORTES WA 98221 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 it 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. SIGNA OF OWNER OR AUTH ED AGENT ISSUED BY a. CITY FOREST LANDS TO THE EAST SR PEPA9 WNX VT NG BSGB TYPICAL ACCORDING TO PLAT N 0015112. W 75.00' - - TMERE SIWL BE NO ENCROACHMENT INTO THE 35'ROPE BUFFER PER THE CEO GLEN PHASE II DEVELOPMENT PUNS.THE BOUNDARIES OF THE CLEARING OMITS C00 BE CLEARLY FFUDGEDRI A CDNDNNW HEA TH ATH OFF CONSTRUCTION FENCING. I— DUPING CONSTRUCTOR.NO DISNRDWCE BEYOND THE CLEARING LIMES WL DE PFAIL➢,AND THE CLEARINGLLYRS S N I 9 MO BE CONMNNFnNED BY THE CONTRACTOR FOR THE DURATION OF OF N 35' NCPE BUFFER I" ]LOT 4 "' LOT 3 -4 W LOT 2 Acumen LA N w t 12e715 of m Algacen Lot il N N ob3 iN 2 4':4S ir:' SLOPE REAR YARDa� I Growl - ri m-r 50•-V B -r-77 i g SbPE SIS CEWI GIA'WAY h I ;G TIC' CIIRRFNM1Y W PUN RENEW Ida Ia r-_J Residence Iz i I Ing P0WERm/PHDNE I 1 .:1 1 n OIPflIM 1 re 3501 CEDAR GLEN COURT REMODELED MNCFM HOME •b l 6' ��'( Ovnowic Y Pj `L 41/4(S / 1IIIIIIIIIf1 Porch '. \ r I a I; I �A�s?`•. ;�_ �i I I Q ,• E DEz '.i I s� R �c,..,. /5�e�t :yy_ FROM 8$.L • A — i "�� NCPETT DRM1fWAY 20 -- — i `•� — tig — I /' ''"tLPY FJ—EIAENT .. =w __ I ss slim so sum 10' °� .. :,",( �aa. ''ri::• LocAloxMET GMTOH •" BWAEEA METER 4,•:1 1';:.' .ge � _ ..I "- GLEN WAY-� DELTACULT C2104'49'S5 �_OSDAR OLBN COURT CEDAR i RADIUS =591.00' LENGTH =49.84' eel W SITE PLAN INSULATION. CERTIFICATE 1 ____1_ ______ ____ .2 - -----±------ . - ,-- 4_. IL._ ,-,-4 1 I ---- <-.--)-vi I --CD-ioltrt•L__ Address of Property f ________ -149.9unty Job No._,_ • 7 _ ____ .4____Li- _L i L , 1 EXTERIOR WALLS 1,_ 1 , : ' 1 : - i Type of-i-Viaterial I, ---FThERGLASS 1 ±Manufacturer IF! CT/KN/06-1- ,Thickness: (0 R Vaitij.:1-l , 1--H- .,. r-- - -4- L I -6-EILIN-61-3ATTS , -4 • --41-3---- --ITYPIe--4 Mite-rill 1 — MBE GLASS : Manufacturer: CT/KN/OC , Thickness: .1 _I R Value I ___ _ ..__.. , i_ _b_f 1 --r ii UNDERFLOOR BATTS 1 LJ -4-1 _ , /-...---1 -- 'Typef o Material FIBERGLASS ' Manufacturer- CT/KN/OC 1 jThickness: i •.---- kValue , _ IIITIIIT CEILING BLOW 1 1 1Type of Material FIBERGLASS BLOW Manufacturer: KNAUF i Thickness: R Value: fit_,.,_,_( .) 1Sg_Ft Covered I No. of Saga , _2 7 Wt./Bag I i WASHINGTON INSULATION, 1 , i .i_ 1 A. _ I CERTIFY UNDER THE PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF THAT THE FOREGOING IS TRUE AND CORRECT - --- - t IT— __, I I _ General Contractor(Builder) „ ZO AN/Co rori..$niiikAryJ Contractors Reg. Number:'WASHI*851C8 i . + I j t Licensed Architect/Engineer: _ _ HI-J ' 7 1 , 1 TITLE: ----1 - I--t Iaidtrl I bate and Place - - ---y tr--- 1 ... ._ _ ._ ____ ______ ____ _ _ _ _______ __ _ I 1 . __ / / C��t- Gt (14 . , - - t. ... }4 - t. 4,;„..„. . r. 41 yin: AP.",n• , it. ' ;ii T,Td 141121III1171Pki .6.'. a" r -mac �I ..•'�.I' r. � ' .j .�.:„- `e f1'. T'. •-•• T i« i► j'M j 1 ilYE� Z' - ; - ;ir 'r '' .1•,— 11'�A ! il• f•4 *4 $ a (,F•litipl,` . mipi ,Pi'►'>„'. it '•/±.. 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