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Permit File 4111 R Avenue
v 04, CITY OF ANACORTES WASHINGTON D?yCoat" BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence • Located At: 4111 12 Avenue STREET&NUMBER Owner: Monty and elsie Wood Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: B1..D-2006-0565 Date Issued: October G"' 2006 Occ.Group: R3 Use Zone: 1' Has Been Inspected And Occupancy Is Hereby Authorized. • This 8th Day of October07 20 H%, AUTHO INS OFFICIAL SEE REVERSE SIDE FOR SPECIAL/ REQUIREMENTS. 7 iFinal Inspection Checklist Site Address: / / / P A Vt. Permit No.: 0 G -- 6 5cf S Date Issued: /0 / 6 /0 C- Zoning: j f Occ. Group: R 3 Constr. Type: V Owners Name: /Vt'o i ,1:16n ty y— /-Si e Owners Mailing Address: State: Zip: Variances: No Yes Safety Glass: No Yes t/ Sewer Fee Paid: No Yes / Hand Rails: No Yes L Sewer Inspected: No Yes Guard Rails: No Yes WSEC Compliance: No Yes II Traps: No Yes l"" Attic Access: No Yes ✓ No Yes V Smoke Detectors: No Yes v Water Pressure: No Yes ‘------ T&P Drains: No Yes 1..,97 House Numbers: No ` Yes 1Insulation Cert.: No\ Yes Site Drainage: No Yes i/ Curb Cut: No Yes • Crawlspace Insul: No Yes ice` Bedroom Windows: No Yes L/ Water Heater Strp: No Yes f,/ Vapor Barrier: No Yes V D.W. Air Gap: No Yes f/ Water Meter Box: No Yes V/ Auto Garage Door: No Yes Exterior Decks/Landings: No Yes G/ - Outside Caulking: No Yes f/" . Garage/House Door: No Yes 1/ Inspected By: POce Crawl Space Access: No Yes iV � `� Date: / 2 S/7 Exit. Duct/Dryer Vent Dampers: No Yes C// 0 lc (9/a z,/ 7 422, +w tt (lf±i i�ii�4jr7l�ll ��r i 1 ti V AyVtis+`4,k•,1.;1f'�)) ,ftft�i j4trn,4AA'��'�"�1U ltl ly ''' 0°r vttf4��1kfl ; vU . a lfffy ! v lS OUbI'tl.�f{ 4 'k.' l�ti❑YYL f ,,4 llA1.�W >tl p Y p 4� U�; V.1 A f fy 1 y i f lfi 1i4I1 J "n.S�o 1 M1 � 1 �{�(. �1c 1V,111 ifi it�l Ql rlt\U ll�f, i � f, ot,t,ly� v(+i 111jC �`, u4fnfAf..r n j o�,i'�)�11�7(f41)_VP,' T.�'W ; i1�4°. e.lttlr �M1,"-J-1i�`: ' :;,, Y f , IIfY \,� N \\ , u, of ,ltir 1A A,"f l{ !''i ,t h� „tl ���yf4f A '.Yl A 4S� rill v�. ":, — �t lVA f 1 ft , n\}illtgl� l t �• a1\ � 1 r "Yrv�"�V h�yra �V 0 f ) V4 p u .1� t1IItt�� f �, fiffi{s,tr}4 s,l; :�kS4. '11� lt rrJ :`"` 01 A1, ._ 1 1ll}�;4tly(;1t/'tt\1A1 ` hd�i�li`�i/f�1 yI' """" ,{'< .�i�� �4fktri� r AA1A t�tt , f 'r, »F� p �Z} 1 4i + fl�11�,Y ��\i,i � vie l r ll fl- y`cc s� � \,i��4f,tJa lit ,+ �� ���ilij�i��i ryl1� - r(+ tt 1! y}��/ � � ��` y IDS ;;p 3639 ipiii fig. + iw' 6013 (3 j&j5' i1iti. Wl k �t4��N�s C'69 �W pNC" 982� t % ��wj the g°lio���ng�'a x . N O S�S11 ttvl °e M UN asbeecv ��" ,t„,f jaezeh ,�nib; Yet 9 +� zo ., • Ate fO110 14 /a , that �� ,, ,r. �e It CI IS �(i € 2 ilitt t ite Ge 11 6" a j , f °f ate W a i.ils � 1��� , f i,,. ��,j site G�►ta$ 9 Ce,tify by er R V 8221 Mulct "1 e Floor TES WA 9 / K,; ��, R vast A�ACaR Title/ ' Rp1 � 411 1, �.,, is �daT oo7 ,i �,t , .. ,2 1 .r, rr 4'vl•rfi tf is yq�le d rtiT , 1 gA t, ��b t i .5�'^' .-'1", i r v\ '�fl�� a� 1', ;1fl.4iA\.9tA�.V. I' "4. f ate it' t 1V �; r �J1 t tf �f t a' � ff 11 t1,+r f i, fl{l ,�.�t `>�'✓ i `� lif�i��ca �, �91y�1��� � ti,�' ",v �f a ntti ,� 41)� fitly. , fuL r� i,f , JJ,j/ tf4 V „q ,11 1 � u��4s`* n -- �F/.i"irt't 1lP1' ze ,' nitlt�1;S\i\ rail ` 'f 1T'Vfl��—�.. jt�� ftl��v1m � �1A- ,�ff� ��S�. ' f',,t t' lnly•i`t 1 :Het /4�A,4 L'VI1�5,"\k111`_ "' idi �� - /r4Uy \ a/✓5Yltl L.114� .‘h.,,4{;'14ti44f"�V11','t.' ci•• r4,X A[ A1� i � 'M i ,1\ ,� V l90 tti� it 1,lk , 1 „ 2 �1/1Ailtl'A;R� e"gib\} t u' .y,i ff i��'r(Y&fR\1��c. L LI'nf,�+'I 111\f��\liV \ t � + IA11 n 2'l tyy'gJs ' r f� na ti 1�1 r t , it ��`ij,r i�"�t{11L116,'; w n"f 6,��, ��i1� °'r�y,, •�\s'.h`''.:11 tplf',yn;)6„�f. f1H/�'xG fl �it',r' {{N,Rt � ,11lt1�f \� �`, � t{j r7,ylyi ;!)::i�`fi jf 1l,�t Asa 4or";;\t„,;414j l.jjaf ',';; " iv I« ;{li��i� tU 0627804-2 0002 10/04/2006 002 4 Permit Fees 007140 $10,863,83 GS Y O City of Anacortes Permit#: BLD-2006-0565 904 6th Street Issue date: 10/06/2006 ..1 %,40•11116esse P.O.Box 547 Expire date: 10/06/2007 P" !/#.' Anacortes, WA 98221-0547 �'qc (360) 293-1901 Job Address: 4111 R AVE Permit Type: Single Family Residence Permit ANACORTES WA 98221-3643 Project: APN: P57970 Remarks: New single family residence. Owner: MONTY/ELSIE WOOD Contractor: Address: 19027 107TH PL NE Address: BOTHELL WA 98011-3011 Phone: (425)486-4855 Phone: License#: General Information: Fees: • Building Valuation 325000 Plan Review Deposit 100.00 # Forced Air Furnace<=1,000 1 Building Permit Fee 995.50 #of Bathtubs 1 Plan Review Fee 547.08 #of Clothes Dryers 1 Mechanical Permit Fees 96.75 #of Clothes Washers 1 Plumbing Permit Fee 132.00 #of Dishwashers 1 State Building Code Fee 4.50 #of Gas Piping 1 Sewer Inspection Fee 50.00 #of Gas Water Heaters 1 Storm Drain GFC-Residential 1,126.00 #of Water Piping 2 Sewer GFC-Residential 6,397.00 #of Hose Bibbs 2 Park Impact Fee 615.00 #of Kitchen Sinks 1 Traffic Impact Fee 900.00 #of Lavatories 3 Total Calculated: 10,963.83 #of Range Hoods 1 Deposits/Receipts: 100.00 #of Showers 2 #of Ventilation Fans 3 Total Due: 10,863.83 #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 CONNSSTRUCTION. }-- VA SIGNATURE OF OW R AUTHORIZED ENT ISSUED BY !!� ; q-ice- WATER FLOW TEST SUMMARY SHEET Hydrant Outlet I.D. Pitot Press. Flow Residual Date: Time: j �s U No. inches psi gpm psi /C��c 84;364° Cont. No. 270 Z.5'HM T 1c) 533 2_2. Cont. Name: MaNzy WOOD 2 Address: ZtIiIs- AVE. , Total Flow Static Press: 7D psi Flow @ 20 psi 5GLJ gpm 1 I111r9n lln 1111 1111 1111 III ! 1111 I l I 1 1111 111I IIITI 11T111Ili ITT111I11 11111111I IIIIIIIII — 120 - 115J _ — / \ -_ 105 : — — COo.o,., 1Y[PIC oCI`AEON. I SV111MMeE11 N550iIP 90N.INC. 95: 90 - 85: _ 80 : - 75 : a _ - a) 70 - 65 : o = 1i .60 ; -_ 55: - i 50 - 45: - 40 = 5.33 6 PM 622. .6 = 35: _ 30 : 25_ �I /& - 15- Scale: . 10 - - 5_ _ �1 I I whim. ill Lill IIIl 1111J111 1111 _ 1111 I I I I _Jilllilll III 11111111i 111111 111111111J lilt llii 1111 N1.a "N Scale A 0 100 200 300 400 500 600 700 800 900 1000 Scale B 200 400 600 800 1000 1200 1400 1600 1800 2000 Scale C 900 800 1200 1600 2000 2900 2800 3200 3600 9000 AMERICAN 1FIRE 1S -220ASSOCIATION.INC Water Flow gpm 35 Pegasus. Dallas.Texas 75238 2 1/1992 FLOW TEST INFORMATION SHEET A A1. Reason for Test: Bid Information ❑ Design Base ICAN FIRE Other ASSOCIATION,INC / 2. Location of Property 41 1 1 'R AV 1= .ALiAcc RT1 s \WA- Sit 2..I (Address) (City) (State) (County) 3. Date & Time of Test: Date: 18cam Time: P3%30 am (pm) 4. Test Conducted by:'ri"-iFP Si6 Puke 0 Coww.ta J 1 tat_ Ft RE_ Prr51' i f.1C.. Name Title Affiliation 5. Test Witnessed by: Name Title Affiliation 6. Source of Water Supply: Gravity 1 Pump ❑ Other: 7. Name of Water District A.P4 S,C "aS Fire District Pti A.C-o R re_s 8. Is water supply provided with PRV STA's Yes ❑ No ❑ (If so what is PRV outlet setting? PSIG 9. Area Map: (Draw Sketch showing property location;bounding streets and names, north arrow, hydrant locations and identification numbers, distances from hydrants to property elevations of hydrants and property / floors or grade, all water mains and sizes and interconnection valves, etc.) ( I j a o L. R..,A.YE_ L.(.e i . .R! :Av _ f• , • O • i 10. Flow Test Data FLOW AT STATIC AT STATIC RESIDUAL FLOW OUTLET ADJUSTED HYDR.NO. HYDR NO. PSIG PSIG GPM COEFFICIENT GPM 2`70 2'1b 4 0 22_ °)C> . S5 -57s...3 11. See reverse side for aph y 12. Signed �' ' . Witness %... ....is ... .sx i/2 Form No 102 American P5nrmulerAsswi2ion,Inc Outlet Square and Outlet Square and Sharp Outlet Smooth and Pegasus,Texase Suite 75a-220 projecting into Barrel Coe( Coat.0.80 Rounded Obet,0.90 Dallas, 965 p 1 9 (zlal3bg-sets 0 70 Residential Building Permit Application Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 I SITE ADDRESS: sy I l2' � V c. h ti 5 .. L�/J}f�j.....r'�i4C^�:I�a bJl 3<141f4l.: ff����j����.�.�����������5S;; 11���ttt�}t}��,,,�,,��a.�:q�:xn .e y..�.ry Name in O .. S w.1 _m 'F •ese�c.aJ c.'e.. Cs +nJ? le_te-,„�1,.,1� Address /9 0 i 7 /13'7 /3 jtj. UV City/State/Zip n(tics- c/(/tlll�) l�,q- f011 Phone g2CLiec 6 Vt s FAX State License# Exp - 1P.1 ie.S :NPMI3EIt City of Anacortes License 'V 511 7 '110000 :Q= �E ;: .. , VM... .. . . .. .-- .._ ..< Name Pl.o,•ry L'ls ,'z rQ M4 e.W P Lei- 13 Address 19 o 47 I c 7 M 1'h Hi City/State/Zip o m- c l 1 ( W A-S 61$d i/ Pit03MT'VALUATION 4' -0Phone 4 9-51, t/$Sf FAX 325 O 0 op 2S Number of Dwelling Units E-Mail Address Number of Stories 6t. Building Area: D 1rcliiteAE')�IDesigiier tDtngit%eer C7 AjiplkC iI Is'Floor IT? s.f 2nd Floor 0 s.f. Name RRCTt fir!-c,kso.J ( s.;d eeti-),_I ttki 3`d Floor o s.f. Basement /7 l/ s.f. Address la)- R r u's rx src, L p,2 S u fe ifos Garage 6©o s.f. Carport O s.f. City/State/Zip Mr, lie 2Nb-a 01+ 9f0-73 Deck 38y s.f. Lot Area s.f -1a rt Phone 3Cio 4 ,4 333'-4 FAX 3Leo q- 43S'y5 c PJ E-mail Address ,i b,NTAC.T; �ATiPLcaui L23p1 .' (� LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name (rtcoNTY 4 Glsr. Ia1r c9.. IN VALUATION PER RCW. Z. S - Address 1 Qoa7 1877^j9/- 1'lJ& Name c.7 '== o ri City/State/Zip��ff�46o / (�V} 9at6/ Address ' ;n Z.T (Atl ukcc FAX I�,Phone� City/State/Zip E-mail Address Phone No. ( l w ' fit,=' I pt CONTINUE N THE BACK npar 1, 1 CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL. CHECKLIST • � I (This form is to be completed prior to issuing the building permit) Site Address: 4 (A t i2.. "-€ Date: cgs- ...M o b Contact Person: fl n r ' t.a-a@1, Phone No.: riff- ' _ yzq - 933tf Assessors No.: Lot: Block: Addition: 1 (Building Department Checklist for Completeness) OK NA. OK NA ❑ Fire Department Access ❑ Fire Hydrant Located within 250 feet ❑ Fire Flow Required 0 Shoreline or Wetlands ❑ Site Plan ❑ Covenant Approval ❑ Variance Required 0 Regulated Slopes O Plat Facts and Findings Compliance 0 Survey in File O Fill on Site Received and Reviewe y. Date: (Engineering Department Checklist for Completeness) OK NA OK NA ❑ Water Extension/Meter is) 0 Sewer Extension/Connection O Street Improvements/Sidewalks 0 Site Drainage Plan O Covenant Not to Oppose Future LID H ❑ Latecomers Agreement O Street Drainage ❑ ❑ Driveway location, slope, culvert 0 Storm Drain Extension Received and Reviewed by: Date: /0 - 06 FURTHER COMMENTS t Zoning: g. Lot Size: !c000 3 P-f Coverage Allowed: \ tr Actual Coverage: ar S 89'42111" E 166,03• , ,•H 2d-0" SETBACK I ¢ 3 1 In 0 to • m , 11 At P ,eJ R d M1 y,/; k g a Pi �v .:1 Q43 • L. f evs ;' 1 gm.a �,.,' , -ROPOSED ^D t L.,, , DECK 0ro 8g.�.., CC) h�.» L r• �k Q • MAIN FLOOR LEVEL 296,0\ „ `'� ' P „^i /0, �` WER FLR. LEVEL 26"f.25 'II!II II !II, p> 1 PORCH y„ � � ` //// ,I " `H 1 II 1111 111IIL (III!' C-=i' `�9•�,,, PROPOSED i r PROPOSED ;; /, , RESIDENCES SITE FLAN DRIVEWAY 1 .:`; SIDEWALK ` `.-1;:: .7 SCALE: 1" = 301-0" I:: 'I ilk . ��° LOT'13, IN SECTION 24,TOWNSHIP 35 N,RANGE 2 E,UM. "C a ANACORTES,WASHINGTON 'IL.. ' SITE ADDRESS: 4I11 "R" AVENUE T e44� ANACORTES,WA 95221 ' '\ • ta` a,L . 256.0' e, � ryS 4g f 262.0' ati.4‘ith., ,/ 1,„44iiiiiiiiiiiiiiiiiir . 's h MAIN FLOOR LEVEL 2"16.• 62.0' 268.0' LOWER FUR. LEVEL 261. a b. 4 .-riAl 68.0' 2'14.•' Wad. 7T4.0N, NN lir 280.0' J� ir WATER FLOW TEST SUMMARY SHEET _ Hydrant Outlet I.D. Pitot Press. Flow Residual Date: 9/8 /ce Time: a:,3Q Cont. No. No. inches psi gpm psi 270 2.5'HM 'I'= 1C) 533 2_2_ Cont. Name: MDt.3zy wool) 2 Address: L..I it, - --C\° AV F 3 At4 AC-OP-TES Total Flow Static Press: yf psi, Flow @ 20 psi 5GL4 gpm 1 I1Ilr9n WI lin llfi 1n I I I I l 1111 1111 1111 111111111 111111111 111111111111111111 111111111 — 120 ^ - 115: - 110 _ - - t��) __ 105 - - ` a 100 J 95: . 90 7 -I 85: - 80 = , - ' 75 = _ a = in 65 = + - 7in = 55- l ! r� -� . _ 50 , - a r Tl fl j - 45: _ r 7 - 1 [1 a CD _ 4035� S.3 r;:6OA `- 22, _ 4 20 5= \ 5G4 'GAPa. '2 0 . fr-_ _ 15: Scale: 10 , - 5= - 0 Et' I I lilt uu 1111 1111 till 1111 1111 1111 1111 1111 11111111111111111i 111111111 111111111 111111111 1111 N,a Scale A 100 200 300 400 500 600 700 800 900 1000 Scale B 200 .400 600 800 1000 1200 1400 1600 1800 2000 Scale C 400 B00 1200 1600 2000 2400 2800 3200 3600 4000 AMERICAN FIRE SPRINKLER ASSOCIATION,INC. Water Flow gpm 11325 Pgasus,Sude S-220 Dallas,Texas 75238 111992 A 1 It • FLOW TEST INFORMATION SHEET w A1. Reason for Test: Bid Information ❑ Design Base$ 16, ICIN FIRE Other ASSOCIATION,INC , 2. Location of Property 1 I(Address) 'R AyE- -ALi -QT S (State)'W� fco 2Z.l 3. Date & Time of Test: Date: ____ Time: F3Ati am (pm) 4. Test Conducted by: PriciFIZ., kG►J1'f*f._\ COlayeal L1 ARt_ FlaParr d fie;., Name Title Affiliation 5. Test Witnessed by: Name Title Affiliation 6. Source of Water Supply: Gravity II, Pump ❑ Other: 7. Name of Water District At'lts -C -CV S Fire District J\kl A<C 6R S 8. Is water supply provided with PRV STA's Yes 0 No 0 (If so what is PRV outlet setting? ' PSIG 9. Area Map: (Draw Sketch showing property location; bounding streets and names, north arrow, hydrant locations and identification numbers, distances from hydrants to property elevations of hydrants and property floors or grade, all water mains and sizes and interconnection valves, etc.) i i 1 ' MD 4t 2-_10 I ; i 10. Flow Test Data FLOW AT STATIC AT STATIC RESIDUAL FLOW OUTLET ADJUSTED HYDR.NO. HYDR NO. PSIG PSIG GPM COEFFICIENT GPM 2'7U 2 '71:3 4 0 2.2_ 5e5)0 R c)5 -5:S. 11. See reverse side for aph 7 12. Signed . Witness �R /• NAN it • Form No.102 Amencen Fire egaus.SAssoaeuon,Inc Cutlet Square and Outlet Square and Sharp Outlet Smooth and na25 Fag Suite Into Barrel Coat Coot.0.80 Rounded abet 0 90 Dallas, 349- 7523865projecting (21<)34459e5 0 70 etA9Cfr \ N\ \Cie oN Q\N c , a2 <-� \ NAY'Y i1 LY y I: NC 1! V?�_ � ! el a 1 t IN' _ _ al: 1' �I I _ ants ss , liMk`!1 ss i, / , a .an1z5 55 CZ-101 kN3lYdgn'tl3N39 01-- Ic Rt5 Ss i i :c:Lci, _.i 1 e c, : ! / - n- 1 1 ,.� '�r pns ss/ - 1 ' — enis ss Tif_ _L• �ruS ssryry�� 0 Ico / ` - O , �S DI N r�-- �y`�—�TBi!-Jt `1� k r err/ m ' 1 i yI 1 1 j 1) r ! 0 11 �? yq', 1 ^ - < '� ' L b y st¢'13uarvasva e3m3s ot,-i —_� ss JeJ�:1e—r < __—__�__,_.__ ' L lr _ — ...• i?7. < di ! P� ' q YI Ir co n1N11�ik�dW t1J Jz.drv<r - ‘ re- I 1�1 `a•'w,rs,�, O ^ ' II r ` N. N Ib I \ - .�� . - • ti a CC • i r 1 il^ H ti. uI /, i'/ ` d $r - `+�� 1 \ ,� 4; < SS o oo< < a i :-- ' rt-" _ __JN -- I- -. r 7 � �e. � //� o2u5' r"�1 li -00�`\x eIt\ <I t _.-.: ,,-IwII' "- _ - ...__..,».. ._..1 i f ,;.. > '.1.5 szi, 3 mom,+' / sS/'� a /1 i ( , .,._,- 1-- .� , enis •I` �j-'— ! ;_ .' 4 ^10 / ! r �- I /fig ` 1 l I1 - / car o 'I ,i M II - i�c emssd a WTr I'. • 3 ' 'i �z r r bo 4 IT<< ss o� --ss o T N % i pp N O NI. O 1 C _ : \ i • • ' __-- 1 1 t \ I, t, i, 1 �' i : 6 f - _ ' 1,' /i 5. AY° �, :: Iv I r' ! _1 I r [ r S 1 ( // 1 „ti ,'. ! F I I ! , ,._ H Ct •_it 1 -mq 1 i - ;..\� Iii • n < < <- I , m < < SS JAd.6 �% ! a al 11 IF I O tc x I ', „Fil ti• r1. f C�.d d , 1 I i I I — — r SURVEY IN SECTION 30, T. 35 N ., R. 02 E., W.M. MOUNTAIN VIEW PARK, CITY OF ANACORTES, WASHINGTON AUDITORS CERTIFICATE FILED FOR RECORD AT THE REQUEST OF SCHEMMER ENGINEERING INC. ! I UII SET REBAR AND CAP AT S 00'57'55" W IIMIi 2 0 0 6 0 4 4 CORNER AND 1' S OF 13.21 FT Skagit County Auditor FENCE CORNER FOUND 1/2" I.P. BY 8H212006 Page 1 of 1 3:23PM WAVERER N 29'E, 0.84 WOOD FENCE 0.9' NORTH OF LINE SKAGIT COUNTY AUDITOR DEPUTY \ \ La \ LOT 14 - ~ + LEGAL DESCRIPTION: N inRS• LOT 13, PLAT OF MOUNTAIN VIEW PARK �s2 >- FILED IN VOLUME 7 OF PLATS, PAGE 77, cot2 �O-. \ RECORDS OF SKAGIT COUNTY, n TT F WASHINGTON. WOOD FENCE 0.8' SOUTH OF LINE \ o LOT 1 3 N 0'57'55'E \ 42.50 .-----\<�P 24001 SQ.FT. a > SET REBAR AND o 1 CAP ON LINE2.00 &�s FROM CORNER 5 ti .3 ND FOUND 3/4" �O� ;y S 6 > S 2>. IRON PIPE CiC 6� O'� 2 11\ W �O / 6C11) L1 J • Pi ^°j.hc • U ,, cV � ,� w , RE-ESTABLISHED CENTER LOT 12 / - � OF CUL-DE-SAC FROM FOUND 3/4" a fi M PROPERTY CORNERS SET IRON PIPE • 13 DURING SURVEYS RECORDED • UNDER A.F. NOS. ro 9207150012 AND I---- co A56 OF 6o PLA�� in 200111210037 d co o N \3.585 EC,SUREO (659.2 659 t l M LJ 1 i 30 30 1H U , nun f71 HMt■ ( 10 - 1 11n �T1 a 0tr, -16aa�39• SURVEY NOTES: I I• MI -- II I 1 I L R : .5 4A P I1 um um inn ® 1 I f N O'59'02"E 135.46 5 g� BASIS OF BEARINGS BETWEEN POINTS "A" AND "B' AS F) 145.46 d� 1g� . Li OM 11�- - Ha -i1- OBI 1��1 . O �r >> �� BEARING WASFFOUNDLTO BE THE BESTFITIE TO IRON PIPES I I �1 OM (,.I `� R A V E I V J E FOUND AT THE FRONT OF LOT 13 AND ASSUMED TO BE MUM 1.'�►�\ ORIGINAL MONUMENTATION. 111u1 III III THIS SURVEY WAS PERFORMED IN THE FIELD USING A LEICA HI uru I III III , FOUND RUSTED REMAINS OF TCRA1103 ELECTRONIC TOTAL STATION. _ `-d : I + J, 3� PLAT MONUMENT NOT THIS SURVEY SHOWS OCCUPATIONAL INDICATORS (FENCES) - CONCRETE NAIL AND THAT MAY BE THE BASIS FOR CLAIMS OF UNWRITTEN TITLE — a 11 REPLACED WITH MAG NAIL FOUND (TYPICAL) a L� ,INI L IlL OWNERSHIP AND DOES NOT PURPORT TO RESOLVE SUCH IC, + ii •AIIIIE ---; la\ CLAIMS. �� r i �'�•_.. t— . Ht. . i� . r SCALE 1"=50' is = — i PM/ MS Mr% 0 �f�, 0 25 50 resi not it, UPI re° We lee .1 ta Thablit III filst I" lir fi gb 4 WI JOB NO. BOUNDARY SURVEY FOR . dp#'E MON y SURVEYOR'S CERTIFICATE SITE VICINITY MAP N.T.S. 06-079 401 J\ •• w S. •• �•QP^o4 SNi G••L THIS MAP CORRECTLY REPRESENTS A DRAWN PEM SHEET MONTE WOOD , • :� SURVEY MADE BY ME OR \UNDER MY CHECKED ]B si ' DIRECTION IN CONFORMANCE WIH THE 19027 107TH PL. NE SCHEMMER ENGINEERING INC. �`.• 97 SURVEY RECORDING ACT. BY •set. �• !ST: <1.4..1 DATE BY APP REVISIONS 1 OF i 317 COMMERCIAL AVENUE, SUITE 101 ••.�•m�< <pNo��o` PAUL E. MONOHON CERT#25971 1 BOTH ELL WASHINGTON 98001 ANACORTES, WA 98221 (360) 293-9006 EXPIRES to .... 07 DATE �_ 06 LW U EXPRES Sri CAD FILE:06-079 WOOD PLOT DATE:9-12-06 ==1=�__ P utilic Works -. Engineering and Development Services Residential Inspection Address: a L E _ qa t Date: 9_ j 1—0/ Owner. Elora-Ty QSDti Contractor: e A i4 s - \L ci-4 s Inspected by: �4Mts urna‘ 1. Water Meter Box IN Set firm and level to finished grade or backside of sidewalk elevation. [k Lid and box undamaged. Water meter and customer shutoff installed. - �j, No debris. ® Accessible—no landscape obstruction. 10/4 ❑ Driveway installation has drive-over box and lid. IS Customer gate valve intact. IR No leaks at connections. 2. Curb and Gutter ,x) No cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable It�� marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. • 4. Sidewalk • cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable arks. ❑ ADA compliant—1 percent slope to curb. If road frontage improvements: ❑ _ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish 4. Driveway Approaches No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ►�1 ADA compliant. • NIA 5: ,S©ets ?fw t — :Bill —ka[?t f i bk\ e CAJAL. No cracks, blemishes. . \\\ If road or alley improvements: - - . - ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. ❑ Received passing materials testing reports for sub-grade,.ballast, crushed rock, and asphalt. ❑ Received tonnage tickets consistent with requited thickness per approved plans. - • 6. Sanitary Sewer . jg Inspection card signed off and/or verified in Building Department database. us As-built record filed in the address file. . ❑ Screw cap(s) installed on clean-out(s). ❑ Clean-out(s)set at finished grade. 7. Storm Drainage _ ig inspection card signed off.and/or verified in Building Department database. As-built record filed in address file... 0 Not blocked or diverted to adjacent parcel. pik 8. Public Utilities Out of Traveled Way ❑ Concrete collars around City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better.� 9. Landscape' y b b b <&01O e-- YJ CD tab 10 t- ' )bU.e. 1 `1`7 C*--.c ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. ❑ Sod or seed in place. - • • ❑. Root barrier(receipt filed). Ii0 t60. Erosion Control Measures - iiii ❑ BMPs removed. ❑ All debris removed. Site dean. ❑ Permanent vegetation established. } CITY OF ANACORTES "AS—BUILT" r Sewer I Storm `TRACTOR: in o a 1.-1 LA9 n-o.9. PLAT/DIVISION: BLOCK LOT ADDRESS: k\ 1 1 \ DATE: PERMIT# O O(n -©S'CSC SCALE = S orkii iti H - a � /La ` ,-, li� 4/ r ( A- N. - A 4-, I 6 rr,a ` C p_'x 7 o F3 v/. e -e. .ys ' i OCATE STREET(S)ON GRID MAP ( 7 . ...,... r ,..-, ' law)-. - T .* ., .--id.,:.-.. 4S • 1t • � • j i tr g 'r ff ass .,;i.-.i, • ' ` 'a �- w f " n 1, ,...4., ,,,, A.12 tT s R r! e` yd i' 2 4� , y a 3 FTC is S M' „\$ u °I ' 7+t n �;if y+ 'i „Z,6- v t r a\+. lc � ferm �. 7. f„ r :.tisf tf,' IY r,r I •• ty`1 r l ..•w •�, �4L l{` +k`1Y ai r>y•?. ',,;,.1 1 E,•. Y lsi 441r+y I r ri t f , !�r ,i+( 1!�.. 1 rile I !" (- • a!• r I/l (`C a... l 7 ,11 'i'Itf s ,h. 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'✓ - .4 .t ] ,r' • r:-2 teed? 4 e a r F . ;am , '., / i 1 \N ��f- r�`� l it 1'41) � a 1t 'e . �' :A 1 ` a'� • 1 4 REVISIONS St ,..•-•t"--1--. 27, 2c2W, -no COMPOSITION ROOFING-------- 5/4x10 5152E CEDAR OR PRIMED SPRUCE _-_ ---- --(VERIFY TYPE W/ OWNER) --BARGE BOARD (VERIFY W/ BUILDER) W/ „, -. / ,- : 2" CEDAR TRIM 0 TOP EDGE (TYPICAL) ) ---------------1----- _ ______ -- ___ _____ -,..— _ -_„-- ,, ... .._ _ — ----, — - --- ____ ___ _ - - • _ _ --- — — — - .--- - __- .- ----- --- -- ••••••••••• r-,-->„_, _ 12 .---_!----->-- ..-"- - -- - --_.--- ---_, .._.,___ ____ ___ ,_ ____ __ _ _ . . -_ -, ... .. '7,------=-,.. - ..._,. —______ ----------- —----- - _______ ___-- , . _ - --- - - - ____ _ __ . - ----- - ... _ ..‹_-_-„ _ „__._______________--.-_, _. S/4x6 5152E CEDAR OR PRIMED SPRUCE WI ___ ___ ----- .._ ---- • - _,..., --, --------------- _ _ _ _____ _ .. , -,... - ...„.-- .. ---- _ _ _ ------ _ . _ __ ___ _ ,__._ ENTRY_PLT. HGT._ lEll_ __ ___ FASCIA (VERIFY UJ/ BUILDER) 1.11/ 5fi CONT. ----- ________ - - - --- _ . _ _ .._ _ --- _ - ----------------- — ---- LIVING PLT, HGT, - b)• 9 ...., -- . _ --- PAINTED METAL GUTTER (TYPICAL) - -___ ----- - ______<- ,_ „.._ -- , ._._ PLATE HEIGHT _•4, --,_., ___ 1_ - -_ _ - . _ ___7,,,_. ....,_ u) Ct - 11 . . . - --I - r - --- . _ , _____________ ,_ __ — I 1 _i______ _ _ - --------- 4 uj CI) 2x6 UJINDOUJ TRIM • TOP -- v) 8 co 4 BOTTOM, 2x4 WINDOW -- ---7_----_---_. a - k------- ' I I II _ _ _ _ _ , -- - _ I t_l_llt I In -ii r----1 ---- 1 r---- i ____._ LID Fib ri:_ii ri____-,11 , ----_ OD _______ TRIM 0 SIDES (TYPICAL) ----_.___ _ --:-- . -- - i ____ _.___.-- - -1 ri- - _ _________ 1 - I __. ..._ . . _ -- --- - - 1 7117 1 ir- JiliTii r------t -_ -_--1 -- --_--- - rs),ni'l es? w , , , 2x4 4 2x2 CORNER _ ____ __ _ . __ - --_ - __ _ ____ _ _ __ _._ ___ _ _ _ _:-______I_________ _____L_________ _I__ ___ 1_1_ .1... ... .... _ .._ . „ . Z t • le _ _ ___ uninanairmiTrn- ___ _- - I _ _ ----- - , TRIM (TYPICAL) _____ --- - inm -- ------01minimm I . If" 11111111111 ] LL _ ll r i L_____Il 1-___11 ([ il 1 < at 1 N *I, 0 _ _ - LAP SIDING W/ 6li EXPOSURE- - ------- - --- - - i 11 ---i L---- -11 1 - i . _______ ffi --___ _ _ - ------- ---- — _ . ,_ - ___ _____ _ _ _ __ _ I _______ _ EMI it 7 •••• _ -- ------ --- mil .41 2 0 - - -- ___. _ . . _- . _-_.__ ----- - -- --- ------------ - - ----------- --------------- -- - - -- ------- - - - ---- ---- - 47 - - --- --- - -----____________ _ ___ __ _ __ _______ __ _____ ______ _ _ __ __ _ 1 . 1_ .1 m AIN FLOOR LEVEL oli no 1/4.4 0 .. .. . . . .. . ' - - - - slcl i -k__SLAB LEVEL € GARAGE DOOR _ --___ --- ------ --- - ' _ _ -- - BRICK VENEtt (VERIFY ----- ---- -- -_ _________ _ ----- ___ _ - ----- -- - - - -- ------, 4- - _ =_- :-.-__ . ___:...nr.-n_ - - -- -- - - . -- -- TypE al/ OuJNER) IL- PLATE HEIGHT Z D a co ..... f _.... co (..1 _ _ :..1 .,. ___ ,,,r. i 0 Of . _ _ _.. 4.2 se Z i Id)" p --, . __._ - - -- ---- -- _ -I c "I Co 0 1 *I D s ------ "1* gc\-10_ . I 4- r‘n WI 0 la :J II _ .,., - ---- -- ------- -- ___ _ APPROXIMATE EXISTING GRADE 61 \ 7.) 4 I __ - ,,- - * FOUNDATION LINE , 0 e e...., i 1 k sil2 0 >.: a is r -- - _ __ -- _. _ - 135mT. SLAB LEVEL -- -- --- - i \ • • IA L )9 at;c11 Oa id, 0 etal g' -3 00 qt. C FRONT ELEVATION , tm, \,,, \,,,e . (s) _ * g:) 1 _ SCALE: V 4" = 11-0" 0 ta i (,) N N d) ,,g3/4 C.0J- '. ,C 04 \ j fel _,--_---,===_-7=-__-_-.--_-t---_-7-2---rtr. z..7'-_-:_v----..:-'te....%_e: ---=_-, ......C,..- 1 0 di _ .,. - - -- -- -- .----c-_---;-r_T-T.._-.-t--;-- --:T.._---,_;-- --_,---.7_=_;=-_If:-----T_----' -- - __j ,, -- _ 12 7_..."2-2=__..,.-.7 -- -' 111.71- :=7_,...... [-__ i_jr:s..___-._-....._ -._._.._,-,_-Tr. -2_ —___ __--=.2--- - — =.- - -Cr:-----=-7-Llt-74-.-S-----_ -:-:tr:7----1_ r-1.--_ I ztr--:-__--7.7:--. 5 gerctii" E Ibe, C3' at In --- _ . _______ _ _ _____________ ____ _-=_=-;__-___Lr__:_=---c_ r•,..._ _,--„,_- =‘,-_-„,_ ..- ---- ,_,_____ __ _. --- — - ---s- '''''t- ---'---- __ __ __ _—______ _ --- - -----7,,,yrt==-_-.,,,,,_ —_ -- _- —- ,,, .. . - 0 1 ..._ _ _- __ 7---_,-- -.--_----s• - _____ -t"---- . - -= --r---. ------ra- -7=j --a- ----I . Sit i.2.- _... _ . • _ ., _ h _ ___ ..... _,E1.1.111.11 III __ --- 20.-10' SETBACK - - 0 ' ' 1 a 1 _ , cl . •--Ln- OW _.-j-7-;.--t---------- ------------ - ;---..E.---(ri 1) - ----LI ------:- --:_ ' : _ ....._ _ ___ -- -- ___ - 0 ... Lu , ,,,,,, ,,,,,, _ , ___, 11•%•• ilin litor . 4 , . _ - — ____ . _, .. _ ._ -_. .4 f-- -----7-71 , it , .,' .0 _ _ ---- TT--_-_"-t-j- in- __Eli ---- - --- -El FE 0 OD -- - . al ...I. 0 , -- El Li _ __.-c. r__. En in in _-___. in__ _ . ; 0 to Z , „._ . ------- --- - - --; -- non -- _- - -1-, z St!.1Ne• e._ ELI 0-, (.0 0 M c.0 a L.-c•GiCie .r.-..,Cif.Ara•PL.`, LINE ------ - - - _ _ ter ' - „ III LEFT ELEVATION BACK ELEVATION __ 0., , , ,.1,-/' ,..,,, ,//77,11 . , ,_, I-- FL- -Ae) 1,,k. AL....Q._ 1,19 9 cy _. SCALE: VS" = 11-0" SCALE: 1/8" = 11-0 or) A.,; CD 0 0 ICI 0 . Q._t... _ "---,1 , - --- _ 4--- ‘; A i'.' i - c."m-t___.‘ kr, - /-. <,--_-_A i c•-_-_, (:) , 61- c - Lc- it'27:- tr. „ 1 rS/ I , 1 f o S ,, „ ,... , SisS ki, .,:t ,a 40 c., ba, i, - - -PROPOSED DECK ,23AN L __ i .'-\‘)/ el 4.,.. i ( 1-1) k.\--hke t 1 k ( , Zn il ii hi5 i ---- ---- - ---------- ----- -------- --- ,, , . \ :\,‘ , \.\.•, ,\,.„ „ ,,‘ . , 't --- - ... 11 a i s, ---". MAIN FLOOR LEVEL 216.0 I, I.IIIN - - , e!, ""a%-_ -- J 4 ----"" Te:----t---- -,- '.\N\ LOWER FLR. LEVEL 261.25 ' .\:- L L. C. , ;,/0, ; . i - , . \,,,\\„-„,,,\\-\\,.s.,,,;\: \\,,\,.\•--;* .,:-,•.',,,.. <NN _ ___-__ , .__ .-_•,---___--T _----,::: _1--., -fROPOSED- .. - -. ----- - _ -- ------ - -- - ---- 7 Ps-Ow , ' 4• _ . ,- -- '\ NI\\\I‘.‘' \S\\.\ ‘\ C\ - liNasai. NI . ,, . 0 79 v Int. _ St;°: 'Ili! r d' .11 / __ -...._____„._._ ____ _______ . ______, ____,---._-,-7----- -, .----_.-_ t--- - -----======---=-------- .--....- &,°" - -,c t \, ( ,. , ,,,,\‘,„„ „,„‘„,., , .„. ,\\ \.\, .., • '‘.,k.,.‘.. ,:\.••: \,,,,,,‘„„ . „ . ,• if_i__T-r------4----L-----.77:---- _--::--7.-,--_.-z- -__.-::=,---_-_.-=-_,:- --------___,' ------±-------n-e-. -----_-----------=-4._____ , . - . - - -_. - ..-. _ . _. _-. --- ice. •\', . - ,C , \\ . \ -\ .. -, .- - - -- -- :_____,_._ _E __ _ ____ ________._ . __ __ _ ----= __ _ PROPOSED • , DRIVEWAY 4-2_ /4iNNHNNN. ._-- ----: . \\-, PROPOSED RESIDENCE (C)2006 SIDEWALK "--ah. .\ \ I SITE FLAN I DESIGN CONSULTANTS, INC . . . , )4, _ •_ DRAkUN BJ / JR-N. SCALE: 1" _ . - . --- . • Ni",. -- --- -— ..s.....,.. . CWECKED , .......N.f • ),-..l , I' _. , test / - -- ,-/' A/6 LOT •13, IN SECTION 24, TOWNSHIP 35 N, RANGE 2 E, W.M. ANACORTES, WASIINGTON DATE •' 21, 2006 ,./RIGI-IT ELEVATION .-- _ _ ,, S SEPT.ITE ADDRESS-. 4111 "R" AVENUE Joe NO. SCALE: 1/ES" = 11-0" ANACORTES, WA 98221 OS4946 . / 7)</ /4/ SWEET , )\ / yeti,. Cons+. \4Wet il.(-r4, BUILDER TO vERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY E,,,i_4-..,,,_ WITI4 TWE 2003 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL STATE AND FEDERAL BUILDING CODES. OF NINE SWEETS I. w . . , 1 1 ' � �� .I.Ri..,...C..s. ...N�....,, ..� vi,, .? tll :ii t 5,( Y"l gy". i 1 ,, Sw \ Je CSS`'' i r '��>,..�°,..,.. .,,!$..,�(=,. a ..,.... c�-c ATb0Ns . 5TRUCTUWNI-' „ FOR- ROSIDV$CE, NisiOOD Sept N0C 21,2006 06-164 • DER ENGINEERING INC. SUite 1p1 he Commetci`au1 \t1�0n 98221 „ ;: >: v,v"V`)' NC'y/47 acott(360) /-' 9006 m eten�CA c, Np.8chem ' f, c- Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 10 30AM, 22 SEP 06 Description: Suite 101 Anacortes,WA 98221 Scope: ' Rev 5e00115 Page 1 User Kw-0603023 VerSan,i-Dec-2003 ASCE 7-02 Earthquake Load Calculations (cp953-2003 ENERCALC Engmeenng Software Description Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7-02 9.1.4 Seismic Use Group = i ASCE 7-02 Table 9.1.3 Ground Motion ASCE 7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.465 deg North Longitude = 122.617 deg West Location: Anacortes, Skagit County,WA 98221 Max.Ground Motions, 5%Damping,from USGS 1996 maps : S S = 1.171 g,0.2 sec response S 1 = 0.361 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1,2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa&Fv ASCE 7-02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.03 Fv = 1.68 Maximum Considered Eartquake Acceleration ASCE 7-02 Equation 9.4.1.2.4-1 & 2, 2003 IBC Equations 16-38& 16-39 S MS = Fa* Ss = 1.208 SM1 = Fv*S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--3 IBC 1615.1.3 SD5=SM5*213 = 0.805 SD1 =$ M1*213 = 0.404 Seismic Design Category = D ASCE 7-02 9.4.2.1, 2003 l8C 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 wiwood 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 ,Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 10:30AM, 22 SEP 06 Suite 101 Description: Anacortes,WA 98221 Scope: User 15N193023,Ver 580, 003 Page 2 (c)1983-2003 ENERCALC Engineeringeerng Software ASCE 7-02 Earthquake Load Calculations Description 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, 20031BC 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 Sips: 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*HiAk Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Total Base Shear= 0.00 k Sum (Wi *HiAk) = 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)Ft ! SUM(x->n)wi, x=Current level, n=Top Level Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 1030AM, 22 SEP 06 Suite 101 Description: Anacortes,WA 98221 Scope: 5 Us8001 er 5MC603023,Ver 580,1-Dec-2003 Page 3 P. (0)1983-2003 ENERCALC Engineering Software ASCE 7-02 Earthquake Load Calculations g Description p Combination of Load Effects ASCE 7-02 9.5.2.7, 2003 IBC 1617.1.1 D Qe H&V Load Effect 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 t=p*Qe +0.20"SUS"u = 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*SOS*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 I DESIGNANALYSIS 4 1COIL?lli±J) BY!D)+7E SHu, OF C3;ECK.W BY DATE JDE 3,10.0% - /f!7 SCHEMER ENGINEERING INC. Q33cscrts�oG/ /26S- de,,,,,Kier, IsusaEc7 fi i/- y 5.5 85 M P•1 S)CF u, , 1.6 )\ a /, o 'S'�o y /5: y t F 146 )4 /o X IS; 9 ri /.Sy OF --- Us -/G t e4 f' 6 /2oo< ( z 9-&y/6, //08 'i GavEk/✓-S G✓/NDLZ K6 /k )(/& Z. /#f4" t%U eotGil L- ati V1 L / i ? _ ,r, 2/3X/a/ = /- zZ-Ls . t i f o.?9e ,ry--/- d /.to i ✓Cm 1+ `- /x -( z - 4--' - c.3 I. (a/ F645 f1�/z t 451) tea g-440b -"4 ' t C.- HO0-)Ow'/ SC6fe.7 X f = 110 Oj _ S7ND/a/St`/fD /o✓?s o/2//>"T/e 47-5-5787,1 5 O- 1/77/(4 5 37J2o or b 4u7HR&-AD g"(M2?a7) %5Cf" pns, Lct@"3 .BbS O.i6 .11r3—' tp !`rL( 1 TYca G-f4 -- t LLrot i sir`+-.�4-f'-ti- I 6-or s-Af sa+a r-ca, A 16).s /o92 2% 1/6' 231 /3 Z /S, zo /09 / C /3 Z/ V/ /2 /9Z D 3 �`/Z, 2/rr o /1 5 /6' C7 // 7(G • 3`- .3cl c 8 /3Vy . & 2Z y` G /b Z4ofl". zz•5 / /9 S /6.,S- , Z77Z ' Z / I3Z I I p /.35'Sr i2z, s 5.7 K /Z zo/(, 1 0 /$3 / G. 6.s 9_sto//o n - 202? 2 S- g / /'t 3lcaat2r �= .. g V i� 2yq , 7 /oo g/-/770 = z /p y /a„s 2 0l t� /I IS-SA 2272 = yi ? ` '7 0 C 1, ft 1 ! • , , , I • i I . • • • . I ._ . i Q. , . • . I ' I , 1 : I ' : i . i I 1 • _ . • ! 12 .k. , i ! :.i .1. 41' : 1 1 I Q I N. 1 , CI 1 ' - \\\ I •.. 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's,,, f„ i i.t.Q1 i 4zfr. 9/4x.%$.48 CEDAR DTKING 441 Ni.:,errvi I ; i I i 4) .te Pt Aay. SOS PiC tem..ASV. 4018 PIC V. ,, . ,..'. il; I { lei • q fic TEMP. dale xa 860 4060 PC P. ' ,- 11' I il .: . . ' • III I sego xo ger, le 1 SN ' A1/474?-/ •///e -'1!L - :-..a:: -—•—---—-— , I IV: I I Per.rq thF41° 1 : is- I NOOK 3050 814 6000 OX SGD - , • • i A 1 ../j - - . :.,.,. _ ____ . .._ b 6 . . 1 '"I " III ',? • .1 --; ird %It,' j, 3'..176" 5•40e 1,,A '. . 3 . ' 42.NIGH WALL .I ;n ` II; rr C"'r i I 1 . , w 1-11:3110.OAP 1. IZ,' 11 Y.. -: .0:-,.. :- .i ,, 1 1- _1 • DINING ROOM II• 01-I I: I IL I;:, f ..4: ,e- • , , . 0 ; . .. T-- •fr. „, 1. .4 41 MASTER BM:MOON! ' ,:i -1 cl•IL- LIVING ROOM Q rq.. 1 .•. j ry s z,i Li! 1 z p DINING I 6,31 i •(1 - . tr k.II ' - 1 i KITCHEN - 4.,g..1. • . -4-- [-- 7I:' ! .. . 2 fa ' I • AccESE. , . ..:..4„...›.% I- warn tit s, * CLO. cAEL 0 (:), et 1 i r , -,----_ ,k‘'..___ ; -., CABINETS 0 I X As Pr :- .4, , . ‘ s.,eLF.R --1I4'. 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(..., ,1 0, 'I ! k‘j I I -;-. -"- I • , i, I ' 1 I ' I GARAGE Z I ['red 4'CON •SDIS " 41 1 -4: ‘ '.%1 • . ' ' — I 7.-101,:'„. Y'"?" v.. '-'1.', i • ; ! I mi, Lit ewe POST i .. , n•'''''S .... - - • - . , . j TIPICAL.. il ' i I 'i P. It° I 1 1 • I I q . ... j 11 I III • . • . I P ; • K (‘ I 1 1 i i . . . 1*•• '‘..'7 CI) I • I i 1 , I , i• , 1 I §I I . . ...- • .I I 1 i I I II P 33-0"xiS-0 DARAGE DOCK 4 bI I !! -OvERNE G , ! • C.. . , . ; 1 i, 1 i i I 1: i I; I t 1 1 i fe . I - - - ii - I-. ki- --- i -i I I- : ; I .1 - •- .. 1 i ., ' r i i i I I : ' I I ;lc'. ! 1. SEE Si.r..3 I I 4 lip iri TYPICAL 10. I 1 ;I ji1 1 i 1 i 1 1 1 ei i . s 1" 1-54:' ,ro 52" -i 4-' 14 _. __ _ .•- ?...1:1" ....1-1- -- 241 ! I I - I . i !( . ' f I , ,.• a ,ii ,' . <e 1,) sk\ 74 A-5- 4/4 ft: -'I{ I ' f I 1. 1 .„. iS014LINE11_ 1: 1 t L- 1 i !'CI iN I I i I I L TNUS-g 6E411NC-2-11S 1110E--1, 1 t I 1 TRUES--BE 11zrk/6717.ms WALL - I i 1 . 1 . : 1 7 1 1 I I•23 I 1 • I 1 1 1 : 11'.6" rr,3 ; 1-61 1 .h i i ; i 1 1 , hirj 1 Z: 01 ill I ] " . I i LEE NOTE.2 I ; 1 SES NOT4.3 , 1 1 4 ISSE tE.5._ i SEE 1 TE• 1:2051•Elr I1 SEE NOTE 5•, NOTE*9 . 4 . -t - - -1 - : 1 r : - _. '— F 1--• , - 1 i • RIDGE UNE- -4 I f 4••• , 1 1 1 • .R11,6 LINE: • ': •E t I 1 1 1 „ 11 1 • i- - - FIIDOE 1.616 _1 :: . 1 1 I I I k2 1 i_:?. } I I r ;1 RITGE LINE _; 1:L. .RIOT LINE. ; I N• 11 I 1 t _. SEE NOTE I I v. I ..1 1 I -1. i; , _NIP LNE r : • : i 1 J 1,- I i :2x4 :i____L_ __LNON-EISEAR116,U.Atit I I t F4: 1 I 1 1 : 1 1 ..7' 4 2•6 1 2-44 - I 1 TRLISS BtRING THIS ALL _I ' : t.' 2x6 246 i'4, . 8 I 1 tiA -71 1 k _ , . . r : V. . . irri , . "i ; i ro! 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EXPOSURE 4 _ 7 ' - I T I I]? II : Irk— — -.---,,----:. ,n-H- . ': -, . ' I, .(VERIFY 7,PE U.I/CLONER, IL i - - " - i - !Ili ' '__ ?:' i! . 1;- 1 --- - SR,CK VENEER CYERIF1 : 'I I - - - •, _ - I , • Lfii...- I , . 1 ' I z. ; • , . Ni. ' I APPROXIMATE EXISTING GRADE +• FOUNDATION UNE ' " FRONT ELEVATION SCALE: 1/4n 2 l'-0' i . I •_---"t•I=Si4S-.._• ". - '--- -rrr.t.-•, ''''' -•-= 7--.- -:-'s==-C -2,4-7-:_L-,-,1 . . ._-x.._-.. .,..-- r-ir al .r 1 i8} . a I'IP '11 ! 1-13 1 .I I - 1,3-3 I _ - I ,_---I.-1...._1- - 1_ Id --1 ) , til 1 PT . - L 7.: di 4),,411 IMP dit:k . ±7--1) I 1 .1'; .._ _. 4 ._. , : . ..... ),--,} Ii---01 '111 t' - I -I -T v--.•, --IT--; li IT err,' - 11.11 ' F.7,..;-,-,Tries--_,--„1,— _ or 1 or j, ,i. i ,; 'NJ ..1--t. ' : fis.7.11- 11 i IL t" 1 11 I t--2 nn — —-',..-- - --: ---1 . bu-TI it q if-' LEFT ELEVAT ON BACK ELEVATION 0 v-fr SCALE lies' = :-o SCALE: 1/8"2 1.330" h•,, fu 4; (dd * , , . .0 • ) / ie.'*-- ‘'.., c 1 Zhu.4 A :%/.i:% I a ! 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( (11' I I { ill '1)• l II \ I I , ! 4 wC C IiI •• 1Ir! i _� III • II I1I:IiilI • 'I • r is 11, 1 II 1 . , I - I . I----- --- 0 .--------- , '-......_ ,. .. , ---- :c i [ . 4 , 'FI SIM , Es • Ye i / t' 1 II L --• t- 7 I e , ' ,e,,,' .. II . \. 1 . ! BUILDING SECTION 6 BEDROOM *2/LIVING SCALE- I/4' .VC i42.096 DRY ROOM r--1 ; t ; vs so i V0 15 I t I I 154'14402 , . silll 0I3 113 I AP 30 r 1 1 • A 9 i .m:,.n2}"s�.n� 1•- —_ - _-__ _._ '-;.yam„ ..-ire.,.=m- BUILDING SECTION e GARAGE SCALE I/4• 1•-0" I MCA 10 v (2.VC}424.36 pOG FRL= it gl m ut-a °a 3 LAUNDRY ROOM m .. 3 I r ll ' I Y6ID l `/6 30 VG IS W 2442 d KITCHEN BATH +2 0 N . SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") - MARK SHEATHING NAILING NOTES O7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1 ,2,6,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD © 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 Q7/16" CD—X ONE FACE 8d @ 3" O.C. PNL EDGES 2,3,7,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD /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. FIELD © 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. FIELD \ 7/16" CD—X TWO FACES 8d @ 3" O.C. PNL EDGES 2,3,4,8,9 / OR STRUCT II OSB 8d @ 12" 0.C. FIELD 0 7/16" CD—X TWO FACES 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD 8 EXISTING OKAY 14 15/32" CDX ONE FACE 10d @ 2" O.C. PNL EDGES 2,3,4,8,9 OR STRUCT ii OSB 10d @ 12" 0.C. FIELD ® 1/2" GWB TWO FACES 5d COOLER @ 4" O.C. 2,6 PANEL EDGES AND FIELD ® 1/2" GWB TWO FACES AT SUPPORTS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES 1 . ALL EXTERIOR WALLS TO BE TYPE a 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 Y2"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 Y2"0 A.B. @ 12"O.C. W/ 1 /4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C.