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HomeMy WebLinkAbout841 Willow Ave - BuildingApplicant or Agent Property Owner Property Owner's Address Contractor /Engineer Contractor /Engineer's Address License PROJECT ADDRESS Parcel Number Addition Remodel Repair Re -roof Demolition Heat System Other Existing (sq. ft.i Posed (sq. ft.) Basement I 1 Floor 7 1)1.g r, 2 Floor 674 vit.NrB 8. Floor Areas 3` Floor Garage Carport Covered Porch Deck Shed Other 1,51s/c396/1021 /3$N/5( Total footprint of structures �4 BUILDIN3 PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 po E,.1 4_!a l R• M-1- 'r 1 Expires ar3q e r- 5) 'I ��a i r5 sq. ft. Lot size 3 ,5'1 3 1 Max. height of proposed structures .2-8 L ft. Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? i t/ oL.'io For City Use Only Date Received -f e' Il Permit EM /C /pate Approved PhtOne Phone k s ‘.72_ hone .......ha f 'RS w5 x' Z Proiect Tvoe Brief Description. Residential Commercial Multi-family Industrial Check all that apply 1)(A-bit 11 New Construction 2 ��e �r tt�E /Shed, -fo614 uDsizti rs le c't`or 4`�tiru aid s w ri'(1'Trei f a 'F ss +b� lvo• °b Hpi'? Sew �r ou.wirtex- rnc) dPdhP., yamp.K ,rs cv 'R u ow'nev- pia r?‘, -40 t ns4 -i.(l Plurniocvjk& 4.42-04 S4oVe (will ui(S 32' x Z Ske4 3sy s E rrle asesii4- l.nc:u i& cletcu 15 l a2 t )(32-` Gcxa-a 1,o24 SF 3 xt7' 5i SF Heat pump wood- burning stove gas fireplace pellet stove other ter) 12,00 Go 572 't83o per sq. ft. t t c 7204 91,252- TOTAL VALUATION sq. ft. Lot coverage 1( 83a City GXS' Occupancy group Occupant load Construction type S Z of bedrooms Q of full baths rj of half baths I have read and completed this application and know it to be true and correct. l am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits pr i• working on projects. 1 1 1 Date 12 153 Print Name 1 Signatur prnendlneXiis OK'd b PhiI Fernandes por phoi e ca ll oh 12 -19-02 0 5y yh0 3C' 02-0 II S2-0 BIZ 3,7 L(:016/260T Li From Sue Roberds 1 5 C ()-C 9 L. e L-- u3o cd 0 1-S To Linda Pangrle Date 1/15/2009 5 19 PM Subject: 08-1542, 08-1550 Thanks, Sue OA \CIOVjeS 3,1 Linda. Ito s 0 k I la n s5i G 08-1542 Would you please call Mr Fernandez and ask him what he has decided. The application indicates he 'may decide to make this an ARU' Yes, or no? If so he will need a CUP if not, a Limitation of Use 08-1550 Please let Al Oman know he needs' a Limitation of Use as well as a Zoning Lot Covenant. The app says healready knows about the ZLC Yu, LaA-er b calteA n e Said Trwv-,1 a alA4-1-- ve iikryl Sewer- s jet He_ 1-an-fe- For a- onj po s o4 ;lace 1-44‘ tv‘e-41 Said She al recaj eionce+ 1 -Q-d +rrrThe- SCve- saia ij 121/9 I io c‘rb ao 295 E34 PROJECT DATA 140' -0' EXISTING RESIDENCE SITE ADDRESS: 841 E WILLOW AVENUE PORT ANGELES, WA OWNER. PI-4ILIP FERNANDES PO BOX 2976 SEQUIM, WA 98382 206 -660 -3204 LOT AREA TOTAL 2 21 AC TAX NO 063015410000 HDA 12 -0' EXISTING DRIVEWAY HAGGE DESIGN ASSOC INC 32' -0' .1 NEW ATTACHED 1 I SHED )e0 NEW L.-.=-Nt. r GARAGE k l DRIVEWA" L. V 296 21 LAND USE NOTES LOT COVERAGE (STRUCTURES) TOTAL LOT AREA EXISTING BUILDING: AREA NEW BUILDING AREA TOTAL BUILDING AREA 2 926 96 268 96 268 SF 1, 518 SF 1, 408 SF 2, 926 SF 3 12 -8 -08 PROJECT N EW GARAGE E BENJAMIN AVE. E. WILLOW AVE. NORTH SITE PLAN SCALE 1 50 -0" ©COPYRIGHT 2006, HAGGE DESIGN ASSOCIATES, INC. ITE 1 k 1 !Ct MITCHELL ENGINEERING INC. gorg. 4=ff* LAT4K4L r Z4s1vrr•K F. i 917614.i 5117144-1 c4 il./AM 'ta=F (51.67 4 4, VAAvi 11 .1 -7 (La FILE 3 71=44'F• P 5Z; ,4 fu iiv247.74,12/ Pr;242 4. a DATE 24,0 (P,ato 7574420 ,416, I',HESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED•WITHOUT THE WRITTEN 3PERMISSION OF -MITCHELL-ENDiNEERING USE OF 111S E CALCULATIONS IS LIMITED TO SPECIFIC FROJECT FOR PERSONS -NAMED HEREON FOR THE- CONSTRUCTION OF ONE OR REUSE IS .STRJCTLY PROHIB- ITED -WITHOUT THE-WRITTEN CONSENT FROM MITCHELL ENGINEERING. INC. PREPARED BY 1 P V 12./91027 PROJECT SUBJECT coitia ei2e... 5 74,4 4 L co Dfigi2 P r 1 1 12 iawr 4,4(0.14e 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 -1 \AAJ rF Apr sfrA SHEET NO OF OE, caS2 JOB NO -)111411r4U..„ .74.4.0 V1/4)/ 5/,'‘.--4 y to I A4C-060- /01-•1- i l I W O- 0 P7t 7)/ °V;ICIc \i`i F r11-41 2 i *1 r n qk c,I.Api; 1"1 'f ild A-' Ai 1_ Sictal0 AO- 1.141- 't t 14A 6403:740. .;e T flfs-GAI 594-544441P 7 i-40 a tu' Pi-4X Ato-1,44,--44 T)I 25a-- 1%.14/. 30_" 4 �4- It, 11 vb 1 5 0174 oit ��.v'15f1c�'� 7k 11 N 4 v4' ep ;1 k CA thro rOvii 5/441- kvALL; 1i I c 401 te .7/4 L. tot-) Vt!#,_, L0411. cc.--c\ Tfol I. catco GA, 6c-tits4..Jt. CAA ¢l9 v. �N 1-1 ItAvi WAS ke \°00) 404%—c.f)5, f V r 2. Go LLAO- 140 -1` MITCHELL ENGINEERING INC. I*-AkI t4 P5F 22dtF 4 7‘.12. 2 227 '4 A5415 2.11;i1 72 A ^57 24,, 7 A..'4w 7 4.40744, 4 °,4-725 z 1041:124(1.0-_ 11 Li') —1- 1125 7 ‘11 1 4 5213,42 /te.7,5 7 4,IF sie4° 47-12 AO t 3 7 1 7.2-`t 4-11 1 4° ,4. 550 14=4- 64 -1 As 4,412 DF42, 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 PREPARED BY IY PROJECT C- dif=141* SHEET NO OF 4 DATF /2/5710B SUBJECT JOB NO Oda 1 MITCHELL ENGINEERING INC. .r41 Ft.0-10- iots"-_,(4), I L.0 234,1Loiel 4\14. 611-r L?" L 506F 7 4 1 7 42.4tr gvo ›‘-1 gr 64344 a4- g t 15 5Li F oL /564 (-0,2 57 74-4a574/72. 5,44 -‘.54,4 4 2 L 4z-5 Vz DATE 644 fr tv4.— (oy.12 6-APia ci(.41 -to V\tr ,F=Art ri 'i t l ,52 1- f1,13.lz /05,4-6 1;1 zi.L 5'/ PREPARED BY PROJECT SUBJECT JOB NO 7821 168th Ave N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO OF MITCHELL ENGINEERING INC. LATL k cAL4:-I&A igsh 61-06.4_1 Izepog allg4011gArt 'ai3tioll-1 A i4-61 ergei A 4SP /5,2 C142-itfe..0 6- 45 L eotvz.-- 4-2 PREPARED BY PROJECT DATF /.2,457/04& SUBJECT A4,-1444 /14 It5 I2,11 27tyr i s it Vl... WAIA05 14-07g ‘.1 eSF 01 3 g'010Filte----, tooZ 629 +1E4') th 4.1 1 7_14 5- 1d i4 7 I I i1 Urce ATA 32 2j: 4 4../9 CelLirie-44 1J beaP-ar 79.4-irje/ia 1 ,22 7-if* 42— 4-55S 32 P° A44 S/044;411- 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 47 SHEET NO OF e:zt -&5" JOB NO 01,1 1331-IS grr v if &I';Lin 0, I (s)-6 ova N I\ er4:2:e\ 0 .0 „t s\ qq-C, 1ca 00s1 bvi:-sv t 4 L. 4a 7 r -r)p- .103,A ar 1511 11Al 11 .19\79A r t4.5,1-47)• 7 i* SO:3 `11:07 --40,-r TaVsicl'a'a A\ v ‘t■ 7 1 12) 4 \tto-,3krek, kr-4t/i-IACL Shear Nail Spacing Wall Nail TopBtm. Designation Size Edges Studs Plate P1 -6 8d 6" 12" 6" P1 -4 8d 4" 12" 4" P1 -3 8d 3" 12" 3" P1 -2 8d 2" 12" 2" P2 -3 8d 3" 12" 3" P2 -2 8d 2" 12" 3" Shear Wall Notes SHEAR WALL SCHEDULE Blocking Req'd. Yes Yes Yes Yes Yes Yes ALLOWABLE SHEAR Hem -Fir #2 #/Ft 210 310 400 525 800 1050 1 P1 7/16 A.P A. rated Plywood or Orientated Strand Board (0 S.B on one side of wall. P2 7/16 A.P.A. rated Plywood or Orientated Strand Board (0 S.B on each side of wall. 2 For P1 -3, P1 -2, P2 -3, P2 -2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered per footnote (I) of I.B C table 2306 4 1 3 Nails shall be 8d common. (d 131 inch) 4 Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5 All panel edges backed with 2 -inch nominal framing for P1 -6 P1 -4 shear wall. All panels edges backed with 3x framing at P1 -3, P1 -2, P2 -3, P2 -2 shear walls. Install panels either horizontally or vertically Space nails 10 inches on center intermediate supports. 6 All anchor bolts shall be installed with hot dipped galvanized plate washers. 7 Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connections. GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM) CORNER BARS (T -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER. CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER. #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER. #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES UCTURAL STEEL. L BE DETAILED, FABRICATED AND ERECTED IN ACCORD ECIFICATION FOR THE DESIGN, FABRICATION AND E L BUILDINGS (8TH EDITION) STRUCTURAL STM DESIGNATION UNLESS N STRUCTURAL STEEL E B STEEL PIPE E B (F STEE THE A.I.S STRUCTURAL SHALL T SQUARE AND RECTANG .ASTM DESIGNATION A500, G DESIGNATION A53, TYPE E OR S, IN ACCORDANCE WITH THE STRUC SHALL BE CERTIFIED BY WELDERS [ELECTRODES SHOP DRAWING SUBMITTED TO THE ENG STEEL MEMBERS S SURFACES TO BE SHALL NOT ALL AN F WITH TION OF EL SHAPES D-OTHERWISE G SHALL CONFORM TO L CONFORM TO THE ASTM 46,000 PSI) WELDING SHALL BE LDING CODE LAWS ALL WELDING R EQUAL) USING E60 OR E70 STEEL WORK SHALL BE 0 FABRICATION ALL OVED PRIMER. WELDED THERWISE LBE .A.B F ALL STRUC FOR APPROVAL PRIO E GIVEN ONE SHOP COAT OF EDDED IN CONCRETE, FIREPROOFED 0 RIMED ALL BOLTS SHALL BE A325 UNLESS NOTE R BOLTS SHALL BE ASTM A307 COLUMN ANCHOR BOLTS HED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED STRUCTURAL TIMBER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW 2X FLOOR ROOF JOIST 4X BEAMS 6X BEAMS HEM -FIR #2 Fb =850 PSI DOUG- FIR/LARCH #2- -Fb= 875 PSI DOUG FIR/LARCH #2 -Fc =875 PSI LD j ��O COLUMNS DOUG- FIR/LARCH #1- -Fb= 1000 PSI LUMBER NOT NOTED HEM -FIR #2 Fb =850 PSI MISCELLANEOUS HANGERS TO BE SLMPSON OR APPROVED EQUAL ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A -307 ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS ALL NAILS SHALL BE COMMON WIRE NAILS NAILING SHALL BE IN ACCORDANCE WITH LR.0 602 3(1) AND R802 10 OR I.B C TABLE 2304 9 1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED STEEL FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE GROOVE, A.P A. RATED SHEATHING SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE ROOF SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0 PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS GLUED LAMINATED TIMBER. LAMINATED TIMBER SHALL BE DOUGLAS FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS A.I.T C CERTIFICATE OF CONFORMANCE REQUIRED GLU -LAMS SHALL CONFORM TO A.I.T C STANDARDS 117 FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FLOOR FRAMING PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION STAGGER SPLICES A MINIMUM OF 48 INCHES FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS PRE MANUFACTURED FLOOR JOIST JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. MS-MANUFACTURED ROOF TRUSSES TRUSSE BE PLANT FABRICATED OF DOUGLAS -FIR/L •R HEM -FIR. TRUSS MANUFA SHALL SUBMIT SHOP DRA AAPB AND CALCULATIONS STAMPED, SIGNED AND D Y A WAS I IN STATE LICENSED STRUCTURAL ENGINEER ALL TRf-^� g: SATES AND CONNECTORS SHALL BE I.C.B 0 APPROVED VE' 1 HANICAL -O _ADS AND LOCATIONS WITH SUPPLIER AND ADDITIONAL TRUSSES AS REQUIRED SUBMIT TRUSS SHOP GS TO THE ENGINEER OF RECORD FOR REVIE APPROVAL` R TO FABRICATION SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG DEPT REQUIRED INSPECTIONS DO NOT SCALE THE DRAWINGS THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN MITCHELL ENGINEERING INC. 111111111411MUMEMENEMEINNISILL HI 1 IV iVia"Rii fl PREPARED BY DATE ob je .„..,1444J-.... i 1 Fr iWif l edet 1.1 4:0 1 PROJECT SUBJECT an=11.4 asim PA-) QLr ty— 4-L--I4TI04 48,1„0 OAP 4 -L Ar a l4 1 4 1,4 1 1 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO /4' OF JOB NO MITC PREPARED BY /YU DATF LL ENGINEERING INC. PROJECT SUBJECT e e, to 4 ,0 I j S 11'01-41 FgAvrlaci e jj 1-14r. -1d‘il (41 7 19. 1 t 8 .1 1 4 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO /5 OF JOB NO MITCHELL ENGINEERING INC, PREPARED BY DATE 41 ra) Nt 4 /2/50 PROJECT SUBJECT 1$ j12 f (1) 4' 6 •=1.110. gemia 419011.71. 0 1 C d IISDZOOIA JOB NO 7821 168th Ave N.E. Redmond, WA 98052 (425) 747 1500 wirb.$)- k,L fr' )34 712 A4ci.144- WILF9 11 4 1 /4 )-Ae c..mmargaigak6'.66 C.. C A 1/445 SHEET NO /61 OF MITCHELL ENGINEERING INC. DATE cka- PREPARED BY M PROJECT SUBJECT 1 �,(rapc, 1 116,404 ct vF TO 7 10 a 7821 168th Ave. N.E. Redmond, WA 98052 (42.5) 747 1500 s H i fs111.5'n-44/41- 4 w/ r� s ca ►�'`rl (3) W44/07412'A►4 ,i, T �v/ Li 3t 4 4 T Mv4t- L (6) 44-viJar pj ;`4*. SHEET NO OF Og 4; JOB NO MITCHELL ENGINEERING INC. PIZ E-Wrine. •=1.11.193 &e tattet 3 1- 'ars r•-• err d 7 C sr. -12 1, manA635147 Ake V)ALL fe4J A JJLL 041 5)Lh-adAT4J 4 470 7821 168th Ave. N.E. Redmond, WA 98052 (4251 747 1500 PREPARED BY 0 PROJECT A4-01,144 SHEET NO OF DATE 2/5/62$ SUBJECT JOB NO MITCHELL ENGINEERING INC. PREPARED BY DATF r I ftr./ e—v, t 7 1 11"&4irr--114 7 \LI 1 :7411 I 1- fi k /2 PROJECT SUBJECT 1.4 I. 41 it 1 I 0. 41 IR LLj 1?,ck (4)4 4 Alat-/As le?)./hoi JOB NO 7821 168th Ave. N.E. Redmond, WA 98052 (4251 747 1500 SHEET NO I OF 494S-e-0) MITCHELL ENGINEERING INC cmepLi n sue r �••�lo it r r ig- t '4 hr IV CA.) 4 \/4 o tc?ik.1 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 PREPARED BY f PROJECT A5/1ZIAd r SHEET NO OF DATE 2 i SUBJECT JOB NO Z9-9- 160�-J MITCHELL ENGINEERING INC. PREPARED BY 0/ DATE /2/57o SUBJECT PROJECT I j 5-L64. PO. izeAp--i 10311.41. JAd 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO OF JOB NO MITCHELL ENGINEERING INC, DATF PREPARED BY A7 2 V7 wI ka'T©t- M4 T 4 24'!vc 2,e 1 (t,) 4 T�- 1 14.1- 9 PROJECT r l� 4 SUBJECT 27e-12 Imo' w1(2) G k4 1-14, 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO OF JOB NO �5�S� MITC ELL edi D ATE PREPARED BY 0 PROJECT SUBJECT 1.1 i 4a. j s 44 qz. /4 544/441A ALL 2, 0..a eieje C.P irIA.Aes Mu, an. 7821 168th Ave N.E. Redmond, WA 98052 (425) 747 1500 24 Y\i/ 1 /2) Pov* 5A':4,44 9Ct.LV) 6 L0;4* t ff- 1 SHEET NO 2 3 OF JOB NO LL ENGINEERING INC. MITC eact Aid44Tr r" /2 L-PJZt-40- \i/(2)12.0i* 34'.0t)4- NA1.4. 4 t'1,4-o PREPARED BY 14 PROJECT AdielAdM DATE (2/5/04 SUBJECT SHEET NO OF 4 JOB NO 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 'MITCHELL ENGINEERING INC. PREPARED BY DATE_ 27 6L4v4 w (s) 4c0.4 PROJECT SUBJECT 12 a. PAFTi4g-- k \PALL z 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 2c SHEET NO a OF JOB NO 49- —6151' MITCHELL ENGINEERING INC. PREPARED BY DATE /2/5 0.`j PROJECT SUBJECT 54.a4- N•611 7774 4 6 A6Li L A 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 TJIPig- t-tA il SHEET NO 240 OF 66 JOB NO MITCHELL ENGINEERING INC ye 4 ,4.7-Arbli G 4siirit•t+T) r,cd e c olefpc PREPARED BY i/ DATE /2 /:5/o PROJECT SUBJECT TIMEIZEZIESEINUENSIBRIENEMagi %t 40- a fib° f44s S� WALL 7821 168th Ave N.E Redmond, WA 98052 (425) 747 1500 SHEET NO 2- 7 OF JOB NO 4 PREPARED BY MITCHELL ENGINEERING INC DATF /2/5 /0b PROJECT SUBJECT 7 :151.&7 70/.1 4/5 44 1/ A/A "EA., 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 2 f 12AFr SHEET NO OF TOB NO (0�� 1VIITC ELL ENGINEERING INC WALL ra (4)23i Q4r"R-Ja PREPARED BY DATE /z/ 6 PROJECT SUBJECT L 9a G 24: 0 7 ;1.,a41 A5J/ k 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO 247 OF JOB NO 0)'75' MITCHELL ENGINEERING INC DATE 12 `5` 141411 tki ALL old. PREPARED BY PROJECT SUBJECT c-1-1.t..1 1 1 ‘244- iCir'011-0- t e nr .4a,,k44/41 ALA/A6 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO 5 .0 OF JOB NO MITCHELL ENGINEERING INC. DATE SUBJECT 4 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 6":604 PREPARED BY ly� PROJECT 4 14344 5 SHEET NO OF /2,S`O JOB NO 04'-60 MI1CHELL ENGINEERING INC PREPARED BY DATF At. 14g- PROJECT SUBJECT 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 274 1'2 /12 P4F 2 7 4 12 klAGO 3i_.......,, 51411 .71N 294)2 cj h °10-71 644 A giitigacAg SHEET NO OF JOB NO e..) -C.05:, MI CHELL ENGINEERING INC. PREPARED BY DATF 2 6 4 PROJECT SUBJECT Aoti,_hdro JOB NO 7821 168th Ave. N.E. Redmond, WA 98052 (425) 747 1500 SHEET NO OF ©,0 �A