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HomeMy WebLinkAboutPermit File 5108 Macbeth Drive Y ate:..,. Cityof Anacortes Invoice/Permit#: BLD-2018-0142 904 6th Street Applied date: 03/15/2018 `71+ +�" P.O.Box 547 Issue date: 03/15/2018 'G�r Anacortes, WA 98221-0547_ , (360) 293-1901 Expire date: 09/11/2019 4/-, •„l V O •�.. Job Address: 5108 MACBETH DR Permit Type: Mechanical Permit ANACORTES WA 98221-3030 Project: APN: P59835 Remarks: Replace gas water heater Owner: JOHNSON JOSEPH D Contractor: ALPINE HEATING AND COOLING Address: 5108 MACBETH DR Address: PO BOX 853 ANACORTES WA 98221-3030 BURLINGTON WA 98233-0620 Phone: Phone: (360)755-5146 License#: ALPINSC970MM General Information: Fees: # Forced Air Furnace<=1,000 1 Mechanical Permit Fees 38.30 Total Calculated: 38.30 Deposits/Receipts: 0.00 Total Due: 38.30 - `A, r �- � T; 77 II ii:, 1,5 CO h-' w• !•• .-- r, rt r+ I I ✓ .-r ':o O r• N• I> I T C' ¢• r- r -[. H o r; ,t. X rn 0.. ,T.• rh =r M. .. !u —{ I C5 I r• m i-I cr.,, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, ,OR IF' CONSTRUCTION OR WORK IS SUSPE D OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEN ED. HEREBY CERTIFY THAT I HAVE R ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL Pl#JV1b(OI OF LAWS AND ORDINANCES ERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR-NQ•. ,-, H GRANTING OF A PERMIT DO NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER;S1 r O LOCAL LAW REGULATIN NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I-+ _) .4. h5 z� SIGNATORE OF OWNER OR AUTHORIZED AGENT I- R =Y = 0.) 1 - CJ► City of Anacortes Permit#: BLD-2013-0141 rt 904 6th Street P.O.Box 547 Issue date: 04/10/2013 x Expire date: 10/07/2014 1 ;1` Cl�S' Anacortes, WA 98221-0547 -41110:0j' (360) 293-1901 Job Address: 5108 MACBETH DR Permit Type: Mechanical Permit ANACORTES WA 98221-3030 Project: APN: P59835 Remarks: Install gas water heater Owner: JOHNSON JOSEPH D Contractor: FAST WATER HEATER Address: 5108 MACBETH DR Address: 12601 132ND AVE NE ANACORTES WA 98221-3030 KIRKLAND WA 98034-3306 Phone: Phone: (425)636-7084 License#: FASTWWH948BC General Information: Fees: #of Gas Water Heaters 1 Mechanical Permit Fees 34.15 Total Calculated: 34.15 Deposits/Receipts: 0.00 Total Due: 34.15 t— p.µ 'i ` I , iS tit itii ti C) Cl. CD CC' 44, Md li} fk THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OEM"l CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED''' t{ 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 O 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. „by SIGNATURE OF OWNER OR AUTHORIZED AGENT IS BY ( =ce/�� ✓��G� COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM2002-00042 P.O. BOX 547 APPLIED: 3/13/02 ANACORTES, WA 98221 ISSUED: 3/21/02 (360)293-1901 EXPIRES: 3/21/03 SITE ADDRESS: 5108 MACBETH ASSESSOR'S PARCEL NO.: 3824-000-174-0008 l PROJECT DESCRIPTION: New single family residence. f OWNER CONTRACTOR LENDER JOE JOHNSON STRANDBERG CONSTRUCTION 5207 STERLING DRIVE P.O.BOX 319 ANACORTES,WA 98221 ANACORTES,WA 98221 360.293.7431 507-1554 LIC STRANC102OCC TYPE OF WORK: NEW AREA(SR VALU: $212,000 FEES TYPE OF USE: SF LOT: 8,400 REQUIRED SETBACKS CENSUS CATEGORY: 1ST FLR: 1,700 FRONT: Type By Date Receipt Amount ZONING: 2ND FLR: 800 SIDE(1): ESPL DM 3/21/02 03-010770 -$100.00 BASEMENT: SIDE(2): PLCK DM 3/21/02 03-010770 $463.45 OCCUPANCY GROUP: GAR/CARPORT: 558 REAR: INSP DM 3/21/02 03-010770 $50.00 R3 OTHER: REQUIRED PARKING PRMT DM 3/21/02 03-010770 $713.00 l TYPE OF CONSTRUCTION: TOTAL: PMEC DM 3/21/02 03-010770 $106.25 5N NUMBER OF UNITS: ACCESSIBLE: PPLM DM 3/21/02 03-010770 $146.00 OCCUPANT LOAD: STORIES: COMPACT: STBC DM 3/21/02 03-010770 $4.50 BUILDING HEIGHT: _ IMPRV SURF: SEWR DM 3/21/02 03-010770 $3,960.00 IMPT DM 3/21/02 03-010770 $650.00 MechanicalEquipment Plumbing Fixtures STRM DM 3/21/02 03-010775 $1,126.00 Equipment Type Quantity Fixture Type Quanti PARK DM 3/21/02 03-010770 $615.00 Furnace<100k btu 1 Bath Tubs 2 Total $7,734.20 Clothes Dryers 1 Clothes Washers 1 Ventilation Fans 3 Dishwashers 1 Exhaust Hoods 1 Hose Bibs 3 Fireplace 1 Lavatories 3 Hot Water Tanks 1 Additional Fixtures 1 Gas Outlets 1 Showers 2 Kitchen Sinks,w/Disposal 1 Water Piping and Water Treatment System. 1 Water Closets(Toilets) 3 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Skf if of Issued b Applicant Of Owne s Signature 24 Hour Notice Required For All Inspections 6:7-7 JOB i;S A-MX-12*7 t Z-Z-L y•. SM.'V' fG-- 'm\ti TITLE 5 1l') - NiN\WGU?iN \ ` CITY OF ANACORTES r- _ = hs Engineering Dept. CALCULATED BY \�__K) �, 1.C) `__ C-enTE K' "'��.,� `W.' (360)293-1920 CHECKED BY\\ ' `-J NA-AS3L l i VJ DATE 3 Z5 l V al `hC O1?,, SHEET OF SCALE GGG r (l DY ID P 0 F L. I IN it \' 07,,E 2 i,L 0, M --� - \—A CE- 0 17: C -Q- 5 o •y: , i 7•1L1.` i .' h1 ap+w "' :_a - I 'V, -a ., _ ` r, 3;,v i` I h x "p1 .* "7,S"r Air .- ' Y +' -, m N w l im...1r -0' 'Y IIk iF .f, �y ,� t'.,'r. N - 1 `...,D -rt i a ' �r Y".' lRI 5 r . 11-�-"rv•' ..,ter- SF } , . I iv w m Ntn. iNd4 C r rV1- -L- r [j, -S i_ Qy��`y�, .N '5 _ W .� it- F.a t � -_.-.,? * r ei!--,ss .r�� : � '.2_.ct C'i.l .1 Le: d..R �� c;J. ��pt.,I i o -1 II." '4l 151. N THIS IS TO CERTIFY THAT THIS HOME CONSTRUCTED BY ` ' o MYTir o, sm�M411 I 1i ill 49 I.. 'o^x � i�rreurtr- c _ WALt3k4rounduEura_ Con34--ma 3 41fMB4p : ��! ` stir H IPA'IN � � GJ i 1,� ,.iY krj G Lk •) U v �1r� HASBEENINSULATEDWITHMATERIALSLISTEDHEREINMEETINGSTANDARDSOFSTATE,FEDERALAND CD r art`, MANUFACTURERS SPECIFICATIONS. ell al GALE INSULATION GUARANTEES THE INSTALLATION AND WORKMANSHIP OF THESE INSULATION F PRODUCTS FOR THREE(3)YEARS.THE THERMAL AND ACOUSTICAL PERFORMANCE OF THE PRODUCTS .t- u 2 c.,lee 0 a ce I� ARE WARRANTEED BY THE MANUFACTURER. `-;� 'F ti 1 up wig R-value thickness '�� z pi-= ILrefI unlaced loll FS-25 lcosalilrl y ll Ceilings ❑ D Q ❑ Y T-5� L ,. Floors n ❑ o ❑ —1 q N plif ( (i un7 co I Wells ❑ A ❑ D ❑ `\ 6 4 ?° F. N Ann &c�S ' ` rr STREET M3DRESS CITY STA ZIP y, © Signed fr F/y�� us Q �L3n A., t 1.0\., L ri .`, ^•1 INSTALLryH1 H V ,., 3 F� ����f\/�� ,ak N irt- iT —f 1. ',J '1 2 5 Y Yt )1�ltV I/c `/1/ i I ? • ♦ ! �r tiT Pam' mfj+ COMPANY t 1i g o J e4. H "ti27.,r -& , �; ; i_`• T � 1r [ r it 1 = r ��''�T�Qj=.. ' r- ~ L 4 c 1 rr�N.�� ��rw-= �c _1r �� 1 'r�r< sV� m ,[ iii _ ,, p 3fc .aL+� dr,- 4. I .'� . �' r `^ 1r ti - �k '11 r..— r 11 -v, , .... • �.t Y 0 CITY OF ANACORTES WASHINGTON ye. coa'S BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Sius ie x aatril;y Residence Located At: 5208 t3acBeth Drive STREET&NUMBER Owner: Joe C4o4xnsan Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: - CO:142002-00042 Date Issued: 3-2.I°-02 Occ. Group: Lt3 Use Zone: 111 Has Been Inspected And Occupancy Is Hereby Authorized. This 26th. Daff" y, of August- `` PO 02 THORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. Nels Strandberg Strandberg Construction Inc. PO Box 319 Anacortes, WA 98221 Don Measamer Plans Examiner City of Anacortes Dear Don Measamer: I represent Shelly and Joe Johnson who are applying for a permit to build on lot#174, Skyline#8. When they bought the lot it was their understanding that they lot had been properly surveyed and recorded. We have found out now that they survey in fact had not been signed and it may be a possibility that John Vadai the surveyor had not been paid. We have tried to make contact with John Vadai to resolve this issue, if one even exists, but in the mean time to expedite the Johnson loan processing could you please approve the permit as submitted. We would all understand that"final occupancy"would not be given until an equitable arrangement or understanding could be made with Mr. Vadai. Sincerely Nels Strandberg Strandberg Construction Inc. 4, o Recopy March 13, 2002 V -1--7 Nels Strandberg Strandberg Construction 7)\7 P.O. Box 319 Anacortes, WA 98221 RE: 5108 Mac Beth Drive The following are comments and questions concerning the plan review done on the above- mentioned project. 1. The survey provided needs to be signed by the surveyor. 2. The site plan needs to correspond with the survey. 3. Provide engineered floor framing plan for review. !" Indicate all alternate braced wall panels to the drawings per UBC Section ( 2320.11.4. ✓5. Several exterior walls do not appear to comply with prescriptive bracing requirements. Provide engineering to justify design. A! Indicate required interior braced walls to the drawings. 7. 'LIz ca s out -inc bes for the deck posts and the cross sectio rify size of sono tube and call out reinforcement for sono tube. 0 0 8. eck. Bracing may be required. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md . I f STRUCTURAL CALCULATIONS FOR , Lot 174, MACBETH DRIVE Anacortes, WA March 18, 2002 Job No. 02-042 PREPARED BY: 6-11 SCHEMMER ENGINEERING INC. 1610 Commercial Avenue, Suite A Anacortes, Washington 98221 ! �� (360) 293-9006 � www.schemmereng.com �� Ste ss e • r 3 q Te b. e DESIGN ANALYSIS CCNPUTED eI�14fA�E 10,2-0�- d CHECKED BY DATE SCHEMMER ENGINEERING INC. PROJECT SUBJECT LATERAL ANALYSIS Job# 02-042 WIND — 80 mph, exposure C qs= 16.4 psf Ce= 1.13 Cq= 1.3 ' Iw= 1.0 P = qs*Ce*Cq*lw= 24.1 psf Seismic— Zone 3, SD soil, Snow Load <= 30 psf Ca= 0.36 1 = 1 R= 5.5 W= 15 psf V=2.5*Ca*I*W = 2.45 psf R WIND GOVERNS SHEARWALLS: MAIN FLOOR—Trib Height= 13.5 ft Gridline Trib width Shear Length Unit Shear Wall Mark (ft) (Ibs) (ft) (Of) Number A 10 3252 19 171 2 B 23.5 7643 10 764 5 C 13.5 4391 44.5 99 2 D 13.5 4391 16.5 266 1, 2 E 20 6505 15 434 3 F NOT A SHEARWALL - G 30 9757 30.5 320 3 H 13 4228 22.5 188 2 LOWER FLOOR—Trib Height= 7 ft* Gridline Trib width Shear Length Unit Shear Wall Mark (ft) (Ibs) (ft) (pit) Number I** 6.5 5487 60 91 2 J 17 7258 11 660 5 K 17 2867 11 261 1, 2 L 6.5 4349 34 128 2 M 1.5 253 8 32 2 N 8 7854 14 561 4 *=Trib height adjusted to reflect sielding from hill **=Wall length adjusted to reflect footing and stemwall resistance DESIGN ANALYSIS . COMPUTED BY MI3 002, ° CHECKED BY DATE JOB NO. SCHEMMER ENGINEERING INC. PROJECT SUBJECT HOLD DOWN SCHEDULE: 0 SIMPSON PHDB-SDS3 with SSTB2S anchor 02 SIMPSON MST60 between floors 03 SIMPSON STHD14 or STHDIORJ 0 SIMPSON PHD5-SDS3 with SSTB20 anchor Stronger hold downs can be used in leiu of these. OVERTURNING: Gridlines B and J: Overturning = 7643 lbs*9' / 10' - Roof Weight=6719 lbs Select— SIMPSON PHD8-SDS3 with SSTB28 anchor 6719<6730 lbs Gridline E: Overturning =6505 lbs*9'/ 15' = 3903 lbs Select— SIMPSON MST60 between floors 3903< 4785 lbs Gridline G: Overturning = 9757 lbs*9'/30.5' =2879 lbs Select— SIMPSON STHD14 or STHD1ORJ 2879< 3800 lbs Gridline N: Overturning = 7854 lbs*8'/ 14' =4488 lbs Select— SIMPSON PHD5-SDS3 with SSTB20 anchor 4488 <4685 lbs SHEARWALL SCHEDULE MARK SHEATHING NAILING NOTES O GWB EA FACE 5d COOLER © 4" 0.C. 2 PNL EDGES & FIELD © 1%2" CD—X ONE FACE 10d CO 6" 0.C. PNL EDGES 1,2,6,1 10d © 12" O.C. FIELD © 1%2' CD—X ONE FACE 10d © 4" 0.C. PNL EDGES 2,6,9 10d © 12" O.C. FIELD © 1%2 CD—X ONE FACE 10d © 3 0.C. PNL EDGES 2,3, 719 10d © 12" O.C. FIELD © 1%2" CD—X ONE FACE 10d © 2 O.C. PNL EDGES 2,3,4,8,E 10d © 12" 0.C. FIELD O H -Ross,t Arolvr Rot+ Sfr•aelh: f 66=0•q•f}b 4+ ,04(o•19b)( )= iow'1 14.5 Pa = 45'1'al AP' ° 04S(1)(a)(50.a)Jzsa' =6sst Ibs NOTES: 1 . ALL EXTERIOR WALLS TO BE TYPE © U.N.O. 2. BLOCK ALL PANEL EDGES. 3. PROVIDE NOMINAL 3xFRAMING AT PANEL EDGES. 4. PROVIDE 3xSILL PLATE. 5. OFFSET PANEL EDGES. 6. PROVIDE Xi"o A.B. © 48"O.C. W/ 316"x2"x2" PL WASHERS. 7. PROVIDE Xz"O A.B. © 24"O.C. W/ 3/i6"x2"x2" PL WASHERS. 8. PROVIDE X2"0 A.B. © 12"O.C. W/ )16"x2"x2" PL WASHERS. 9. taa.as ore. cOMman �.u0• a SCREAMER ENGINEERING INC. 1610 C011YFRCNL AVENU SURE A DA1 1610 CTES, WA 98221 (360) 293-9006 toe No `'it 19' 10" 22'6" m 1 `0 7```/ 1 /``��I'`'. 1 1 _�`� ,\�$ i e 1 1 n 1 q �I 230 h J 1%4 N G2 ______,,,%4s,,, isis(:)) * in 4-....„, '-,-,., -,...-__t.,00, \IN t \ 1 , -ate// I_ ,, R',INII. Wb ^ _ m c tioHl 6� m Rip' n _ <-LUJ HANGERS !�' <-LUJH 26 CD r I ' -NUS 26 f ■ IiI -HCS/HCD/HCT - 5.5 1 I O-CRUSH PLRTE (CP1/2/3) 1 C Job Deso:STRANDBERG ",1d V yy 'i f Job #:Z720 --- -- - Site Rddress:5106 MooBETH DRIVE r RNRCORTES, WR - \• A \ I : o JOHNSON RES. d Specifiootlons: ' r7 _- - M 10 Lood: 25/7/10 / Roof': Comp. _ �'� ,�� / Spoo: 24" o/c -... �I. CS•, 'Y /: 0/H: 18" a . Pi A `\ • Butt: 1/4" � . �; I Slope:5/12 on 2.5/12 _ 1, ' ' - Designer: Kevin M. __ 'OwlDote9.MRR.06/02 1 ' ' Salesman: Kevin M. ---- �- �I epic truss e� ,'�- Riverside R 84a0 890 erside Rood 20 3' Abbotsford, B.C. V2S 7P1 — 46' Ph:850-3522 Fox:850-3533 Job #: Rev. : proof Cross Section Lot 174 MacBeth Drive Scale 1 " = 10° 14 ft from highest pt. on property ,,,,� ^ rwi ��r SxM ; w owiolta._ winsamssompsvisimensisournawannremia Kam.ti ___.N.�w..n. i5"'£.xn"W�"•e."-"-eM1-'-�-"ete _•••s.s .netranert es :i--'a'' s:::..- :...................rsi...^........................s}:„...: =?••••••: r:'^�F .-----•:Ss•••-••........:.... main floor elevation-4.5 ft below , i _ highest pt. I I - i,! ..i a _ NE highest pt.on property 2 t Slope - ` finish grade _ . _ _ — - — NW comer-4'1" _I �— _ _ - mc.m rsn nrt m. .r. _ - - �, I _ SW corner_13 4" _ _- finish grade 1 r SE corner-17'10" Height of building to elev. of main 4cao,_..)A \M \ i floor18ft �o � o �� �i �9 121 ft f w3 mac ` i v .r I • • , • k f SCALE 118"=V II Main Floor L 48 L 22'8 1 \ I m \ / -/ / NOTES II \ / All eat walls 298 spruce 02 ar I \( / better,16 cc A:N walls 2x4 spats N2 or Eerier,16 es Header height tF ft I\ 4'c centrals sla�ber reinforced) Header height on windows ten xeft overhead garage door (second floor D3116" 5118x 12'pamllam - 08ce(tgslsecdndflaoamyl m 'T K V Slope2" Oft x 4R%0 I io ') =eocfm exhaust fan ii l) =smoke detector I II I I GARAGE 21'8x 25'8 I 3ft x aft concrete land e 4x4 pressure treated(wrapped posts) Ore step /HUC410han0o(Ndden flange) __1_-__ '' I \. L/4x10 OF beam above••rch _ — _ _ _� : p 3ft steel doeell- le _ - _ ` 'la 22"x30"aNc access Y" 61, n rz,IRneedeE, : i wnbk outtnconcretewaa( my I coned beak Y6"OC b \ ( - ll M2C410 naneedNtltlenflange); \ Concrete porcR(BnnM1ed)i \ ( 3n fud Lgd'pergl ss door with / I `I (g,N imaileir 3 gde e,SH IewaN l r1(� I j / /geld urpertRn g 12"x 6fl -12" 6 geld I2-3ftx6M1 SH'MIM1 \ lI nempy s6"x,z' I CLOSET / P glduqurtfl pit transom above with II pa 1 -caNix[ 11'9 XS'8/ yN. Rl ( gnd(temp) I 2g/y. 1 \ I 2'8"dca �F 1 DINING ,J n / �25 d00 $ r 10'X 13' \ hed S a.,..: dindmngrooh I- 'N I - / ��-/ �, r >(to ` .�'8'doorfN4l ('_) � Y�.) I. 43•fiberglass shower m \ �T�. � —3, l' 1 / N 0aa.block l Flat frame 2x(recess for-Mtge' \ . � \% .,a . ) f� t 2x5 wall 2'8'doar \ / rii / n Tie dare 4. �. 11 [—pantry i I Il'' I I grderhu¢s over wall HaIMat / / -- I 5ft x 5a1idass dacwN Ito???) re C v owner to su 0Rldge . 15 users a 7JI1fi I I I I5 _34—' I 1 ���.../// ' I 3 3ft x 4n SH(gld lop lft) L I‘II \ v 3'6 roor NIL a I 294 ahYYg'l / } �f paRood(,88 =I WWW ° ( m.etlaus, • {I RM tr me wall 2n x53M I iv G / / h^) Hanwau. I g i 31f la / 'V \ ' g Vaulted above this room 1 \ / (plate line in this room Fireplace wath fan \ (....C' " 12"above the rest of `` � (see HVAC / /house) c-� scebsjorfor 41 -511 g,a5ft d top / t-/ I . \ \ tft(Awning lower \ 2Rx55HI 1R) / N 1nI f th b / 5fl x5n gldtop,ft / ' 12 5ftx5ftvnNAwnng\i\ transom odd ml2'vit grid on\ (Awning lower ID) 2-2% Iweenwnddwbars andawer It hatch header \ top only I I/— — ven haOt with 810"slicing door l—'. �.`__ J 20' .' ` 9' l -� n ~ I ( French SLdn90oor 15�__-_1 __-� I 1 4 / I 15R x1118'pcwlh I L b4' 4'� Y y. 5'6 t• ahovea5.a mvnMo)vs 5' Y Yt� i'8 D. as li C y 1Y11 DECK 45'3 x 9''8 2x8 pressure treated)dsts 18.00 Glass aluminum handafl IV 9 01 LIVING AREA 13' 171p5g ft F 13' / `t.- Oki C DOO J ,d AP -' R0 A_, bc 6' °G f I • Lower Floor Scale L5-=1' I Trimmerheldx to be 81 It& AY Headers on first floor to be 000 OF tFA1J I a 60 crm exhaust fan F @SDI =smoke detector I 4T to �_q. ep 10'51 10'11 2x4 fiuretlxaYS between all heated areas and moose watt(Okekte' yI areas and caramel walls(Block I areas 0'OC, 1th y all vertically 10'OC.nth opal] vertically 10'OC, clh dywaY hatched walls bearingI &estop) 1 p / 1 M 1 awl space access 30"x]4' 11 1 a bl I f(�,I J p' UP unheated storage m U �` ' I so ts 1 2'9-door ' -—� l-11 Walk between storage bearing' i 0y 2'G'donr2nx . i F L. V 2 8ft Ceiling \ in F. a m snxznxo I BEDROOM C rim gas to More gas fireplace, BEDROOM 55t26X0 = 10'4 x 9'e 1N \ !II 4, J1 R. F�f'nt 2-3flx5fl3H 1 fo+ 2-3flx5fl 9H t 0 IN 1l, �L i 192 BflsI ngdase door eft x Sfl PIL m� Y ILI x 8fl concrete padl — e I 4* -- 3Il - 3'—T+—T—'�T10 210 --T-r--3'�1'10�I IF 4' 10'10 T1 I 202 X 1211 I G 4e 1 LIVING AREA 842 sq ft • r I Foundation Plan Scale VB'=1• 46 ` I 226 1 r ,r N n <_—slope t- 16'2 gemge door knock cut t 4'concrete slab g 1610 L T CB44 CB44 CB44 n !T — — —.1,_ - - —.,� — — r J 30"man door l c ck out JI I ,-30 L slope —An 1 concrete deck T L — ——men s,aband I — J — r 1&x B'roater — / _ 's is -1 Crawl Space _ y s-founmbon-erts r ,L v. ThiiInH Th — cken rooter m slab — \.. JCrawl access M framed pony no Engineered Floor System re (Above) in reg 4-concrete dabfiber reinforced I L F ___1 l I l a 13' . 26 1 • 46 b Y } do24"x0"fo e tubes pelrsl sono Ir { [ I } � L . , . 8'4 z , 29 z - 78— z , 88 7 7--1 Front Elevation :'.'• ter. 5/12 pitch.;_ ir{ar:E;a:;r'.ggr �:Y:::iri ?='s 11l f 11 1i�ll 01 iram i Ili O 1 - 5"contrasting house numbers Back Elevation 11II III I ■ I:::1 NI 111r Ir �� PT.I Right Elevation _ :vY.:-__•c •::e:• Ciro - i-_ _ _.y:. I � iii}":i _�•:Ei.. Left Elevation } a?:ga{CC�:isieititizi_3:• - ..: -:: �:::::i::ra }tii}3•-:3 iiti?tiffsiiiiiisiis{}isr{i}iC}siti{tivtiiiiiiXsii5::: •r::33=::':3=::::?ii:e=isigiii'ck?�.'•isfi_}}iiitisiii£iiii�tiiC{ii•--••••:-:::=-^•••••-_:m: w L 1111 1 I. itch Typical Cross Section 2ro°'p Scale 1/2"=1 foot ' Engineered Truss system 7/16"CDX sheathing 151bs fel R301nsulahon 25 year Pabco Premier Roofing / SIB Drywall Air Flow Vaulted m areas shown on floor plans --H-1 hurricane clips one per truss `vented bird block () _ conbnious aluminum gutted /l Zp \) 514'k8"primed spruce �facia 18"overhangs p.p.) r ~/ J (SCI I. _) Hartle plank siding ) H 7/18 OS13 sheathing/Typar vapor �) barrier —__------- Hl 9 9ft wallsII . ) "Star"Brand extruded aluminum 1 = )rail powder coat white 36"min to top or rail 1 ) 1 ) 1/4 temp glass ` '. s-- i / 3/4 weyerhauser gold subfloor glue 3"L flash up wall—I and ring sharked ! TJI engineered floor joists 2a8 pl.joists sound insulation between floors R-19 / pt.beam > 2-1/2 x S"Lags,16'o.c.'/ i. - BC 66-----> 1 "5/6 drywall ) )LU 2x8 hangers/ )P,1. ��11 '"]_ �] 7 6x6 coda[posts ; 10 d /r 3 mil/ `T\. 1/2"drywall i. Typar vapor bamer_ ) �� 7/18 asb—�_ 1 2x8 spruce studs 18"o c3; .3 2 37 , 6"hardi brand lap siding ) ` no* it, . y ) �y� y �� y3 yy� s_ c(ceed tvI , ) ) Ti.. , 11(it , Vj; 7 ) `) 1/2"x 10'1-bolts(square washers) 5'cc.1'frrom every end,two min /--per board 1/2"belpw inside concrete,,,, ) - PB68 -----SIOpO 4"fiberreintorced concrete pl m ? T'rigid insulation 2 feet bet,compacted pit run ode away fromfoundahon 6"stem wall <_ grade around concrete wall r ste4ite compacted pit run ��1/2"rebar stub steel 2'o e � P '� "-�_2-horz 1/2 rebar 4'overlap on g Au+ C' a splices(stem wall) 8"x 24"concrete tooting l a 4—°-"— 2_horz 1/2 rebar 4'overlap on undisturbed earth 15"x6•• splices(tooting) continious footing 4"perf ADS pipe,drain rock,fille fabric bie FIEQUCt- IN u-o QED ! JOIST MATERIALS DESIGN ASSUMPTIONS Type Qty. Product Length !! ail> I ---- ---- Loads: J1 7 11 7/8" LPI-20 37' T/C Live: 40 psf B/C Live: 0 psf m J2 19 v v 34' T/C Dead: 15 psf B/C Dead: 0 psf r J3 7 v v 16' Duration Increase: 1008 z J4 8 v v 15' Deflection Criteria: GARA GE - H L/480 Live L/240 Total - a Building Code: NBC (Allowable Stress Design) y a DROPPED BEAMS 4 - _ 0 u m Type Qty. Product Length -- - . m ! H1 3 1 3/4" G-LAM 11 7/8" 2950 23' ® El ® V W OC FLUSH BEAMS START HERE Type Qty_ Product Length p (/Q, il R4 R1 G1 1 11 7/8" LPI-20 35' III _—. 10111 I") 2 G2 1 v v 19' 1 O G3 1 v v 17' D G4 1 v v 16' .. ''i a G5 2 1 3/4" G-LAM 11 7/8" 2950 5' m • v • Q s• a • RIM BOARD R6 III" >›. w • MOMN h m a a CO Type Qty. Product Length E F a F m a o o 16 III II i a m m R1-R12 8 11 7/8" RIM BOARD 24' ACCESSORIES H a '^ m A a yJ Type Qty. Product Length 1126 R2 Job Name: 2720 XXX (30) 11 7/8" LPI-20 BLOCKING 1-1-7 U sh.pping Atltlress: i JOHNSON RES. All product names are trademarks of their respective owners O 16 1P I -" "-' - - 5108 -NAC86TH OR. I 11111 R12 R8 R11 • 4. w n,.m..,,.. e.,.�..:m, 0 m lie P..(V01- : ADDITIw<4L I-701sT To BE PI-AGED uAtER STAIRS • " P4PS' �L PART lTl kJ n�ALi S. CGI G+f) • a ;<w`:; a :�D2 Bose Maas R . !Zs Keymark 2 epic trus}� I; triO I�i _.� 7q16EsT+ahblocks __rationd under allpostloadsR5 R5 R10R9 IS SDrawn to Scale: 3/16•' 1' R3 \ — r. STRANDBERG b IO m&`?G� 1 n - -'V \ CONSTRUCTION, INC LD-} rig 9A3},'h,, 3* g - , General Contractor - -- - rAssissis, Nels Strandberg - - - - nels@strandbergconstruction corn Office (360) 293-7431 STRANCIO'-OCC Cellular: (360] 507-1554 Licensed. Bonded&Insured Fax (360] 293-5212 PO Box 319• Anacortes.WA SKY INF, . NO.• 3 - - - Scc-\c L 0 T 2 0 0 T 19 irmassossaia L 1 fs�n, I , / i" EX GONG , il I ..---N4 ' 49 ' 36"W ,�- :JILT ON woo DEN BOARD Tfft p �OT9 i_p tea F o 11 3) • F ENC �,,.,6�i EX v CHAIN LINK V (�-1-0.9C \ OthilariN L°T 17 5 - C — —S Flour AS .,, , 'i .. , . . ., . ,. _�. _.- - C. € Ii \ •\ / / �I,-. -7-17-------/ I � a/ilt+`_ I } _ _ T__L__M!1-, — in I, w;'E,- , y,,, p. i `^ L 0 T .Ji ._ ,�k. ?',.: ._.: :`4•_ c_a> I f._t(,:. 'u' ,_ 1'1 a,7't l_"w t t h A -- +-•, �. ri. . ...: ..3 l.f a.41ti ZiI 7v)f 1 :p'. .,.y..M'lyL Sliallnasserves i�N �0 tl€ �/ . .25,J.6.--,„.., :(4, . - . .. am.'\ id 'eAP2, ��,-s I . .±-L• = .�. :_..__.- ; CEDAR b" y YOUNG :. L _� .. __P� • ©USH ( . .� LIit TREEegr e., : ,' :` e G. f t- j �^ Sty"w act- -, f. - f gy0(� 5A Cf�,fetC- Slf�"' .. ' - ,1 •rc. r Flour-- PoO 56, F1- � ,i'I . �66 . '20 £I. - 13'yr of ,•,, ', AA s �J ' 4 ...► ammo Dc S s'° 56 r �. — cw.b R 825 . 00 , r[r(t1DEP 0 • 95 • . . _.�._ • R=80 . 00 529 F. CO' 1_'_ti r , �, • 'I sa �e • as— • .� . . .ter. 0 off -Orrrit 0 R I '‘l 1 ` : 14,D,NG5 SHALL NO¢ Plot Plan ti ., 1 FED 14 FT. FROM Scale 1 " - 1 0' 1 Lot 174 Macbeth Drive (Skyline #8) 11. _Le)" -3 +1-- 76' --� z CA o \N___________ \ • 12-i Slope- ' -1 _5 --- ',__- Cso.!* - cwfb Ico r dl clrltewwi z —S FI Grp -s IS CA- 'EI \\ \35 -Ek < __ c a.kc y N. \ .y \ Tcc �� N, 8 \ \ _55 gI N N, a. 'y ,, -5 ` per, I 1 N II -to rA0.X lltt5"ri £l ,A-t� 1 ma;.. Flax Ei, - H.si lower Floor e% -- As.5 1 II 119.8 \ I L illIS G� air— -13 �— a� gv fz p a _ H i 1 1 ,.,,„„, _0 n tit _ /4. \ --_____-_____. --- — 12 3 t . ts., ---.. -.,,.. , �` 13 y" cr ,� 1 5 iy V . V....- 11 -iv - Gc cb C / fa4 r I Coves t� C0.lc s 1.64 Site, . VW 51.-I+, 4 k1/4 ?Aa'.,,. Fluor?Put, -+ Pe 045 r SSu sei- Le "/- = 331. 1 I i Lower Floor Scale 118'=1' I Trainer halo lobe 81 118- MYlleaders on first floor is be bx100F tFAN) =60cfm exhaust fart (S9l =smoke detector 48' 7 8'8 4' 0'8 105 - 10'11 5'1 2a4 tared wall b Iween so Peale 2x4 frredwalls be wean al healed end concre was(Block dconcre( weals(Block vaas vertically 10'00,r dh trywal hcatly l0'OG, AO drywall hatched beatlnp fireimp) M �.- \ ` crawl apace access 30'x24' R\\\\\\.X\\\\\\\\ !�I. I ,I ,.,f =yl UP - 'r ry whaalud storage - m 2\ v LLLLLL =l1.L�.\.\.\� .....x i.a /11 �1 1wi {a/ iFPN( 2'b'Ws ts\ 2'e'door !\\'-�['J/\ ' ri bearing j R-Il NWallsMlween Gaspe LLLIII :-7^ 2'8-dam' 1 # iv (sot 26'dop �E Or dare • LSD) `I----s aft Ceilings - O l /s ' a OIL(2fl x0 ((/ BEDROOM ° BEDROOM � C no gas to nwre gas 0(01 5flx2flx0 10'4 x 9'e BEDROOM 127 x 102 LA 19'2x147 \ 21>i_ TlNLix5fl5H 2-3flv58SH © © hN I III_ � Lk {� 1 p {�2 {5� CMS 6halhmgtlaisdor BfixSflPIL wr 440 Jfi x Bfl concrete padLI VZ 210-+-3' T 3' y 110. 4' 9 24. 6 4' 3',1—e--3' 2—,-3'—r 2•10 1010 I 21 202 1211 46' LIVING AREA 842 sq It O lell I. i I O V Si .E 118'•v t' In Floor 49 O a9 r� , I (a) /, NOTES i ! I 0 \ / A9 aid nails 2e6 spruce 62 or boiler.mac if \ All int wags 204 spruce ea or \ / ' better.16 oc Al headeia 648 OF I 4`concrete slab(Aber reinforced) Header height on windows 18ft x 85omittedalheed garage door \ / lo (second floor only) 931/8" 5118,x12"14nanom \ 9 Itcm4ngs/second floor only) io I� I` 4nxsnxo IM I, i/ Slope2" tFPNI =fig can aMausl fan I 1 ISJ =smoke defector ! I 1 O GARAGE \� 21'8 x 25'8 i 3n x 34 concrete land 4x4 press/ire/seated(wrar4sed poslsl one step _aslo of beam above�rch �t i v-im""o� Cs" sTLl1p - 3R steel cool it `� _g�T'j':-- - —�- — -- a.--_ 136votey- T c 5)lu\-c I_I 1 ''j(" �.,1 7 `I In concrete wall(vent' © I coMld break 29 ® —f- 1 \ 1.11 / \ \ arm '"P� 1 wan noatm9 contactor RO) , 5LC410 en‘ • ' / Lh1 eeS / ��© c ,> rberd=s door Bah © n1n/O \ J/�. I III a�1 :1 —1 a i 1 el "t 3—' SH with 1 I / U CLOSET / i i b dupe \\ 1 4 rn P^Mr\style latanel 12.8.Nor 11'9 x 5'e/ \- n Old apper, - r 26-daar 8 11( S I. ./ / ar.tor _ H I•- = DINING aane6 I r r L _ 1o'x 13' �'" '� 11 \ d1 i Chair red in wing rao„ \ n ., / n i :Lakin FI I I N. 1 / Q 8"door Ienrvl l.e 48"ober. Fml home 2x(recess for fridge 3 \ / / rj o I III 216 I I'26 dwr / gi /2B door t"„") I I 5fi x 511 dabs dui -low CIO'rah Oa— °C Wnlry .. -Vrde 7 N KHattwal / n F A. C JI /'� MI—i I a—wmer toe pl,MOgeJ . 7�' I its / 1 , , 3R x 4R 0ll lgtdlap IR) 4 m r � ) � � 4 ti) liili , E ` \ 9"Nor 1 /crab/m \ /� T n� Il �I ^ _ ynseAW Ila �1. �"9rNr hiss over waY 2Rx5 CH I is 1 LJ llG Y / lanl HaMwall,' {S ~ I \ `0� , \ (of\ / eultetl above this room ® v, / / plate line In this room ram, do \ ler 2"above the rest of1J1 /ttlouse) \ 150x5M1eldlcP / C/ 1 , \ s/ {I ' 1R IAwrvnglcwer © ,Yal I lieh b I � lx SM1 • n / , b5Rx5M1 vnNAwnln9veMl\ 3CQOL—�- \ wrong t 2-]x Iween wltntlow horsantllower lft lmaNn header \ --_ JO —_. I� 9_ _.. __ ved helde with 6'10"slicing Nor -- ------- her net 411900 (S {I [ v 3 0. - - - I. 3.51x l I_ g with"pc with5' 4' T I 5.8 m — •• above 51mmne: s C ^F 21 3'9 B' 3'8 • I L 1 1211 II DECK 45'3 x 98 2x0 assure 1mdladjolz1618'OC f Goss elunnmm�landeII I, LIVING AREA ' 13' 1713 q It (/- 13' 576s `��, PAGE 1 OF 1 CA3 „~ (SSKKY INNEEMNOO. 3) L O� I L 0 ��� EX. CONC. W EX, WOODEN BOARD FENCE o 44"V N41°49'36"W :UILT ON LOT 20 LEGAL DESCRIPTION : (PER OWNER'S "STATUTORY WARRANTY DEED" - AUDITOR FILE NO. 9107260097): N54 OB BU L ON LOT 19 _ 33 69 42.64 "LOT 174, "SKYLINE NO. 8" AS PER PLAT RECORDED IN VOLUME 9 OF PLATS AT PAGE 72 THROUGH IY \(SEE:GEN.INFN�,/2. 74, IN THE RECORDS OF SKAGIT COUNTY, STATE OF WASHINGTON. EX. CHAIN LINK FENCE SITUATED IN COUNTY OF SKAGIT, STATE OF WASHINGTON." gUILT75 ,o an SUBJECT TO EASEMENTS, RESTRICTIONS,RESERVATIONS, ETC. , OF RECORD. XI 00 %. c0 '" N ti - 174 - LUG -0 L OT 1 7 3 \S a °i IN z z ►4 41y GENERAL I N F O R ?1 A T I O N ��•it. t - - BUSHY YOUNG 6 BUSHY 's►j 1 CEDAR TREES sb 1) THE SURVEY OF SUBJECT LOT AND THE PREPARATION OF THIS "SURVEY MAP" WAS BASED ON THE FOLLOWING 11 FIR 'IREE .+1� - SOURCES: A) INFORMATION_ SHOWN ON THE ABOVE RECORDED "STATUTORY WARRANTY DEED" - A.F. #9107260097. Aa4°35' 51" t •• L-66.20 • B) THE INFORMATION SHOWN ON THE SUBJECT PLAT OF "SKYLINE NO. 8". • R-825.00 --- --------- - - -- - - --- oo o C) APPLICABLE STREET MONUMENTS FOUND AS SHOWN ON THIS DRAWING. 'N N • L 3390.95 •• N 2) VACANT LOT._ • 3) SMALL PORTIONS (t0.15FT)_OF THE CONCRETE FOUNDATION S OF THE EASTERLY NEIGHBORS' WOODEN FENCE AND ' � , RETAINING _WALL OVERLAP INTO SUBJECT LOT 174. NIAC S E'r"ir D H I V E (50 'RIN) 4) THERE ARE NOTICEABLE DISCREPANCIES BETWEEN SOME EXISTING SKYLINE STREET MONUMENTS, WHICH COULD EFFECT THE DIMENSIONS OF SOME LOTS. 5) NO UNDERGROUND CABLES) UTILITIES, AND/OR EASEMENTS WERE LOCATED OR SHOWN ON THIS DRAWING. 6) SURVEY EQUIPMENT USED: HEWLETT-PACKARD 3810-A -(TOTAL STATION1. SYMBOLS : 0- REBAK n CAP (SET 7/7/97) A S I S OF BEARING : I"ea 1" IRON PITS FOUND INWL1 . O.3t"1) 0' 25' 50' 75' 100' 125' 150' C).• STREET MONUMENT (FOUND IN CASING) l5 C A L. Ei 1 " ` 3 V ' j L A T OF SKYLINE NO . 8 • SURVEY IN SW a SE OAF NW SEC . 27-TWP . a5N- RNG _ 1 E . , W _ M _ AUDITOR'S CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: � THIS MAP CORRECTLY REPRESENTS A SURVET MADE BY PREPARED FOR: 1l 7iARL iN K. TOKABSF� FILED FOR RECORD ON THIS DAY OF , 1997 HE OR UNDER !tY DIRECTION IN CONFORMANCE WITH ‘tiN . V,�0 OLYMPIA, WA 98516 TEL: (360) 456-36% AT M. , IN VOLUME OF SURVEYS AT PAGE THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT 4), *Is ^� THE REQUEST OF: JACK M. PORTER �i�� SCALE: 1" . 30' DRAWNBY: J.H. JOB NO: 1956-97 UNDER AUDITOR'S FILE NUMBER: ON: JULY 1, 1997 . il lir DATE: 7/14/97 APPROVEDED BY► J.V. - DRAWING NO: - AT THE REQUEST OF JOHN J. VADAI. DATED IN ANACORTES, , 1997 DESCRIPTION: �p LOT 174 - SKYLINE MO. 8 `MSTEF� COUNTY AUDITOR BY: DEPUTY AUDITOR JOHN J. VADAL JOHN J. VADAI i ASSOCIATES CERTIFICATE NO. 9636 Phone: (360) 293-9591 5809 SANDS WAY - SUITE F, :OF SKYLINE IS