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Permit File 1602 Tartan Place
Structural Calculations For RESIDENCE AT 1602 TARTAN PLACE Anacortes, Washington March 17,2006 Job Number: 06-15 P F WAShCy f# o .t %, Designed By: ,o O, et Gallagher Engineering Inc.,P.S. ¶, 40l17 4" 903 N. Washington Avenue �`, /ST 4 ter \' Centralia,WA 98531 (360)420-5460 t EXPIR ES 12.O6- GENERAL NOTES: APPLICABLE CODES: • 2003 International Building Code [IBC] 2003 International Residential Code [IRC] ASCE 7-02 [ASCE] 2001 NDS/ASD Wood Design Manual [NDS] BUILDING LOADS: Dead Loads: Roof: 15 psf Floor: 15 psf Walls: 10 psf Concrete: 160 pcf Steel: 490 pcf Live Loads: Roof: 25 psf Floor: 40 psf Decks near grade: 40 psf Decks not near grade: 60 psf Wind Load: 3 Second Gust 85 mph Seismic Load: Seismic Design Category: D [IBC]; Dl [IRC] MATERIAL STRENGTHS: Framing Lumber: Studs: Hem-Fir or equal as approved in IRC R602.1.1 ASS. llm—*+.*+�s *�n �wT im 1) I1 i i C/'IIl'Titi j 1.ATE 1 j SOME lJEARWALLS MAY REQUIRE DOUGLAS-1r S. Beams and Headers: #2 DFL U.N.O. Posts supporting Beams: #2 DFL U.N.O. Roof Sheathing: 7/16 Struct II OSB or Struct II CD-X. Wall Sheathing: 7/16" Struct II OSB or Struct II CD-X .._. •h- -- ,; - fe SR A PW A i i s IItDVT i LOME II CFI Il�i�_s , .< EQUI Manufactured Lumber: As indicated in calculations or equal. Strength and deflection criteria must be met if a replacement material is used. Concrete: 28 day compressive strength=2500 psi U.N.O. Rebar Strength: #5 and smaller shall be Grade 40 or Grade 60 #6 and larger shall be Grade 60 Load Calculation (Continued): ,eooE,REFERENGEs;:;:' SEISMIC LOADS: _ �9i� _ = y�✓t - - Diaphragms are considered flexible for food framing. [(BC 161753a} , Simplified method used. Seismic Design Category D. tlBw J)andsf E= *Q +0.2*S *D -,w P E Ds [IBLr Note: 0.2*Sps*D is the vertical component of load. Structure adequate for =" ,; 4xgKt N, this load by inspection. , r k QE=V= (1.2*Sps*W)/R 1ooqn p =2-(20/(rmax*AxV2)) See calcs for each shearline r, -- II9C A61,7'L 1J;,v } Pmax= 1.25 Wood framing -Flexible diaphragm. ((BC1617 z 2-2J Ss= 125 % 'jiBC=.Fag 1615(1))k Fa = 1.0 Site Class D ((BCT 11i 5'1_2(1)) { R= 6.5 (Wood Framing) (iBc;r1617 g;iJ R= NA (Cantilevered Column if applicable) ((BC T 161'Z 5 27 SMs = Fa*Ss [IBC Eq 16-38J - SMS= 1.25 %/100 r-` Basic Load Combination: Sps=2*SMs/3 ((BC Eq 16 4oJ. •.`:..',y.:' Sos= 0.8 %/ 100 Distribution per floor: A= Fx=(1.2*Sps*Wx)/R '[IBC Eq 18-57] Thus each story weight may be considered separately without additional loads at the top. This is only for the simplified method. DESIGN SEISMIC LOADS: E=p*QE = r*V= 0.192 *Weight(psf) Wood Framing disc Eq 16 50] E= p*QE= r*V= NA *Weight(pat) Cantilevered Column (if applicable): 0.6D + 0,7E 11BC Eq 16 12j- �' = s t 0.7E = 0.135 *Weight(psf) Wood Framing 0.7E= NA *Weight(psf) Cantilevered Column (if applicable);,_ F. Note: Weights are as follows: Roof weight is 15 psf, floors are 15 psf, [IBC 161�,3 partitions (interior and exterior walls) are 10 psf. LATERAL ANALYSIS Job It 06-15 Engineer PRG Load Calculation: CODE REFERENCES::: WIND LOADS: _ _.,,:`i Wind loads per ASCE 7-12, Section 6. lIi4C`16ps 1j Simplified method used. Considers vertical projection of building areas. Roof Pitch = 6 :12 5:12 okay too 1 x ' :>. x Roof Pitch = 26.6 degrees a= 4.1 ft-smaller of 10% least horiz. dimension and 0.4*h _, -* but not less than 0.04*least dimension or 3' Exposure= h = 20.0 ft-mean roof height V= 85.0 mph -3 second gust I= 1.00 1 II\SCET61 �, et:J r s = 1.29 CIA C Fig ufi 2,]' Ps30= 14.4 psf-"Zone A"worst case wall [ASCE Fig 5 2i Ps30= 2.3 psf-"Zone B"worst case roof IasCE Fig 6 2] • PS30= 10.4 psf-"Zone C"typical wall IASCE Fig gj Ps30= 2.4 psf-"Zone D"typical roof ltASPA97,014_,.,, WL= ps= X*I*Ps30 (ASCE Eq 6;1j Load Combinations: - IBC Basic Load Combinations section 1605.3.1. Material specific durration of load allowable stress increases allowed [IBC 1605 31 17 for wood only. 40% for wood shearwalls. (IBC2306 a For Simpson brand hardware, allowable stress are per their recommendation. Basic Load Combination: 0.6D +W DESIGN WIND LOADS: ps within 2*a of corners: 2*a = 8.2 ft- Use 9 ft Wwaii= 18.6 psf- 10 psf min. Zone A WRoof= 10.0 psf Zone B n ps not within 2*a of corners: 2*a= 8.2 ft- Use 9 ft Wwan= 13.4 psf- 10 psf min. Zone C I9scE 6:t-4•fj , y, WRoaf= 10.0 psf Zone D WIND ANALYSIS Second Floor Plate Height= 9' Shearline Tributary Wind Areas(ft2) Wind Load Walt Length Unit Shear Wind Zones (Ibs) (ft) (pif) A BCD A 40.5 68 27 48 2275 8.5 268 B 81 144 63 112 4910 18 273 C 40.5 36 36 48 2075 33 63 D 40.5 33 0 0 1082 11.5 94 E 54 87.5 31.5 51 2811 30 94 F 40.5 70 63 100 3298 20 165 G 54 54 22.5 35 2195 7.5 293 H 40.5 40.5 13.5 13.5 1473 6.5 227 J 0 0 165.8 70 2924 See Shearline B K 72 0 5 0 1405 24 59 First Floor Plate Height=8',9' Shearline Tributary Wind Areas(ft2) Wind Load Wall Length Unit Shear Wind Zones (Ibs) (ft) (pif) A BCD L 90 0 30 0 3548 11 323 M 90 0 72 0 4713 48 98 SEISMIC ANALYSIS NO RADIENT HEAT FLOORS Roof Weight= 25 psf-walls and roof combined Shearline Tributary Area Seismic Load Wall Length Unit Shear (ft2) (Ibs) (ft) (Pif) A 544 1831 8.5 215 B 1704 5735 18 319 C 1710 5755 33 174 D 360 1212 11.5 105 E 1161 3907 30 130 F 1332 4483 20 224 G 798 2686 7.5 358 H 616 2073 6.5 319 J 616 2073 See Shearline B K 322 1084 24 I 45 Second Floor Wei ht= 25 psf-walls and floor combined Shearline Tributary Area Seismic Load Wall Length Unit Shear (ft`) (Ibs) (ft) (pif) L 652.8 (Deck) 4270 11 388 M 1342 (Deck) 10273 48 214 GOVERNING LOAD Shearline Wind Shear Wind Shear Seismic Governing Load Load Type Mark# Overturning (plf) 1 1.4(plf) Shear(plf) Load • A 268 191 215 215 SEISMIC 4 2408 B 273 195 319 319 SEISMIC 4 C 63 45 174 174 SEISMIC 3 D 94 67 105 105 SEISMIC 3 E 94 67 130 130 SEISMIC 3 F 165 118 224 224 SEISMIC 3 G 293 ' 209 358 358 SEISMIC 5 3223 H 227 162 319 319 SEISMIC 4 2870 J See Shearline B - - NA - K 59 42 45 45 SEISMIC 3 L 323 230 388 388 SEISMIC 5 3494 M 98 70 214 214 SEISMIC 4 Note: W/1.4 calculated to get a direct comparison of wind and seismic load shearwall capacities in IBC Table 2306.3.1. to CD a a Y N(y 1 a 1 ^ f a 4° x FACIA,PTPICAL�RULE axR��1 K(� -{ _ __ a PRESIDENTIALOME 50ROOFING YR COMP. OVER ELT 11111 J1. 1/_/, iL30F L�%- .L I42 rr tLitr' +�J/ . .` rrae, i ,•-•• • _ - � l2� 15- y '-- i I _ I pC. _ -^. PLATE HT�CARAFE 9.41 TYPICAL HEADER HT.U.N.O. �_ / �i �. R y T 9'1A _ P5'.,6' -=_- -- `-- - -- - - _ - x � }. yam : ._:.• I --- - a mimingini ._.--. p_ FINISRFLOOR ELEV. 5/4 x 10 BRIMED SPRUCE BAND BOARD W/FLASHING ABOVE -Yr. '.. - - • dq -_ : TOP OF FOUND.® \ PLATE MT.�LOWER LEVEL F'=� -r V•'f', -.1• z' -� - - ..� -� { - - -_ - GARAGE `c'-" -7 'r �_5/4x 4 PRIMED SPRUCE ..._y=5-,� t a 'i^i,_`�= .,:.,.. fl. WINDOW TRIM 71. \ MANUF STONE VENEER ` WHITE VINYL LOW-E WINDOWS STEEL L?c_ GARAGE DOORS ULATED \ 5"REVIEL HARDY PLANK SIDING 1�r'� CO R a PRIMED SPRUCE .'1F_ �.. -, CORNER BOARDS,TAP -1�. TOP OF FOUNDATION/0 LOWER GARAGE r- - EAST ELEVATION CDaAN Q° I .2.41/42:9 OVER-ALL HT SSW.ENO - ,== =.. :L. -r." r _ .� -l 1 C , i ' _r' r- + -1r .,T L- - - f I 1 t. 'itL L .4r', u - 1 •- I I i T - i C1i rT4� cI r ' S yh�'.' 1 �,- li s/lilnk rtllu 4r filid7II„�t,rffuv ttf x II + ' - '- u Y f✓_-,' .r t-r l t 11 1? r f r r _L r _ .L•- _ �f 1.L _• _ 1 _. i Z t - - t _ r PLATE HT. MAIN LEVEL y J'4 `t _ ._j. . ` L - -- _ �i / .i r - 4 f - -1 -'( Y� HEADER HT. MAIN LEVELrI _— _ �_.a - _ �� 1II t c a. ` •,-"- _ _.__ .w... _ - .,_- -. -:_ _.. C. - _ _ FLOOR ELEV. 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Hij,:ri_r_rYil`rfirin _ 11,H :!,HH, dir _ . --,-5'7 IIFj. -",. , ' ".. 111-EN P5 P , ;11 :1Y!!ri;1;i. 1 A.ili iiffil Itd1P, ce ,3_LT-D4-1;_-H--- ',1'11'H1t[1111: 1',•;;;21,1j 61,1. :1;161 1 i1j,f71.Lt.H1t1,4j.; • lijj!j1 >.-,:-J ..... ‘, ','i.',', it , . ._..,” ,,,,, ifr,>;-, , (, '1,.. ' F . . ... . ,...j1.1 j.,.. 4,j...A z,,N, :j;5' ?.,„ ' ;Et:\`,"-;.jj ;" J1-112-11.11-17-E• 1.4•1 .rrti11 EL " 1 11i -4,- -(19--) -._... • 1.1,,,t;,17`,1,41,1121 ,,ifirj ., 1 r,", , ,';„ "7, tr..-6-{ ,2.4,u...-6-t, . .121mi11:- '-'1E--.2: . . #E1:1111111/H11.1 11-!1.-"-6-1"1,tr,-11-k• •''. LE. " j , 41.1111.1115...111N.1 i-5.• ;.V.1:f11-.1,1]-16. 2 Li" tt 1.1ty 1. I,:j j2111:1(.2.1'E.N.:1f5j, . 14----44- I i ,--,d, - 1 . Lr.,-iilfjtr-1;.;11}.1-1, .d10:1j.-V411.4111111A-.T 1., ., .., ; ;.0,,,,,44.._ , . /„...,,......,,,,,,,- , , , „ itl /..,[4, , . -.....,........-f IV1:, --..,,..• \It 9 ,,,i1,1.. '.. 14,.,- A" 6 . L. • -N..' ., 1 •1"C'T o z 6 -1 E • , 12! T' :-;\ ‘--, -1 '1',1 .1,111 { ' qi ; ,,-,-, -1;,,, -IiiPift FF 0 0 © ‘ • - . ,,in.iihiiir C 0 -, . • `4" 1-07:;1.t....11, rift E111111j1111.@ i . z . ... , ..r.r..,...0 / 1611.1... . 11 12111E t z Cr m 0 z o i .- • ,,• 1 T E I } * t REVISIONS 2 P F NEW RESIDENCE FOR a..- WEST AND NORTH Ni' cl Cline Construction and Design, LLC ELEVATIONS sr-0- „ , oarznr"cos:R-tt-.77.,-===., nat TARTAN PT...ANACORTF.S WASHTNGT()N . 2 HOLD DOWN SCHEDULE Mark# Type Shearline O1 Simpson STHD14RJ A, G, L Simpson MST48 between floors H O3 Simpson MST48 wrapped around header below H See DETAIL 2 1) Stronger hold downs can be used in leiu of these. 2) See Simpson Wood Construction Connectors book for propor installation. 3) 3x sill requires"SSTBL" holdowns where"SSTB"are labeled above. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD WITH ALLTHREAD AND COUPLER. OVERTURNING: Shearline: A, G, L Overturning= 388 plf*9' = 3494 lbs Select- Simpson STHD14RJ 3494 < 3800 Ibs Shearline: H Overturning = 319 plf*9' = 2870 lbs Select- Simpson MST48 between floors 2870 < 3300 lbs - Shearline: H Overturning= 319 plf*9'=2870 lbs Select- Simpson MST48 wrapped around header below See DETAIL 2 2870 < 3300 lbs SHEARWALL SCHEDULE Mark# Sheathing Nails Notes 1 NOT USED 2 NOT USED V 7/16"Strucural Grade II O5B Sd Common or 10d Box @ 6" 4, 7, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12"o.c. field 4> 7/16" Strucural Grade II OSB 8d Common or 10d Box @ 4" 5, 7, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12"o.c. field C> 7/16" Strucural Grade II OSB 8d Common or 10d Box @ 3" 6, 7, 9, 10, 12 or Structural Grade II CD-X plywood o.c. panel edges, 12"o.c. field 6 NOT USED 7 NOT USED 8 NOT USED ABP NOT USED Shearwall Notes: 1. NOT USED 2. Stepped foundations shall meet the requirements in IRC Figure R602.11.3. 3. NOT USED 4. Anchor bolts shall be 1/2" 4, 7"embedment, and a 2"x2"x3/16"square washer. 4'o.c. 5. Anchor bolts shall be 1/2"4), 7"embedment, and a 2"x2"x3116"square washer. 2'o.c. 6. Anchor bolts shall be 1/2"4), 7"embedment, and a 2"x2"x3116" square washer. 1'o.c. 7. One anchor bolt shall be provided within 12" of the end of each sill plate. 8. NOT USED 9. Provide nominal 3x or 4x framing at abutting panel edges receiving edge nailing. 10. Studs shall be spaced not more thn 16"o.c. 11. 10d box nails may be used in lieu of 8d common. All nails shall have full size head. 12. See"Shear Transfer'details for shearwall connections for wall types 3 through 7. See the 2003 IRC for all other nailing requirements. 13. NOT USED • 3 cem&, rr Gros LaItf; : �� zuz�C3 (� TO6 M E N T' _fl r C /436,4 6c: • Fcrd1 l5 .06ff'Eagr ?, IW6Svat16=Z43o�' e.Lfo ( p j J {GcI 1 ,Sz/D p� ft 9 [it£oy 2,3,zj fly 1‘)g g3.3 ;1`K finer„�p , ._.`l$r Two (pMcP ET EZtl� 0414OM• n= z- E ticks .°' 1 tiC �� o' - Q a , v A • G • r._ZcS ks- 6 7 e7 ^' fl'66.ur✓,e_ ' 'c bur. 101w1-LL NOTE! d= C7 ' Ar QB°wnll 2 1v1WRYL; AtKGG , Z1 ! ^ - !� - e - - , �`-�aa'�e ors � wZ{tr n 4 C ® t204. .i(i6 nYL e1h{! Adswc-a, 0 o+i•,1Ji4• ._a .. e0 \\} 1 0 „v,,,.,e,r:w0I,..,:,,«.va us is .. .m:,w, ( and#4 bar @ 18"O.C.horizontal unless noted otherwise.(U N.O.) Connect to conc.footing wl Simpson A1344, ' ^ '.3" / a / 10V° /2'-3"t L Provide 1/2"x 10"anchor bolts§48"O.C., U N.O. Connect beam to posts w/1 x 4 x 20"cleats each side. Fe . Hz 1 1 '' A,g ✓ 1 See TYPICAL WALL SECTION for details. t,a� �q.���,[{• a 6 (' •�y A,g, / , r a,/ Z £ 0 Provide a min.18"tall x 30"wide crawl space access. \ \ r.. •,. ,;.1, ,,.v.1 \ /< -E ® 12"wide by 6"thick concrete footing with(2)#4 bar cont.horizontal © Mm.18"W x 16"W x 70'Deep Post Pad �� • ___�—_— " _ --_�—_ `•'•• •, sw N. S Pour over undisturbed earth. Bottom of pad to be a min.18"below final grade. v Q• 4 , Pour over undisterbed earth. \ \ /?� ® 78"wide by 8"thick concrete footing with(2)#4 bar coot horizontal . \ / , ;E �'\ "`r� f Pour over undisturbed earth. 7Q Provide block outs In foundation stem wall for \ i !, f \� slab on grade doors as required. y \\ / O Screened foundation vents.Provide 1 sq H.of net free area * \ v, i .a for each 150sq.H.of underfloor area. O 8 4 deep x 1t wide thickend slab w/two 1 • Q U' * �t (1263/150=8.42 Sq Ft.) z-31^ / --,./ 024"x 24"x 10"deep thickend slab w/(4) • Y #4 bar coot. , M1 4 4: ee 10 5 Step foundation walls per elevation change as required. P. '�H 3 +CST�1� H Provide R-11 ngid insulation a min.of 24"high B. 9tk00, "q / at interior perimeter of foundation walls. !1 * ,. 3 '� •p,® ' 6 y#�}.,, ,© Provide a min.4"thick concrete slab .`/ \ Y GARAGE#1 \ -¢ �C a8% © Provide a 2 x 8 PT bottom plate with 1 30 �' 4"THICK CONC.SLAB "f ao' B �/ 5'./ \\ti\\ /�Li 5, d..4.. ���`r,H1 �' foam sill sealer under, OVER MIN.6"COMPACTED FILL a �' i - / 1 \\ L� �l L 9 2x 6 exterior wall PROVIDE A MIN,2"SLOPE TO DRAIN / v^p. / t r \\ ..... ........ / `^ © 4"fooling and storm drain lines a T\ '•'1' I 18g� xv o' O ( A\ \ \ \ry ,e Provide a min.6"compacted fill with ;, /� •/ `_/ Ni �E4' \\,,,,-\ 3 2"rigid insulation and 6 mill.black poly „ 1 _ Q/• m \• `', \ under Boor slab. I/z"rb4Z.pzec /. ip.]g• A'� /' / I� ' -. / � '"�{ il ' 1/2.l A• .�210 AILS, / l!t/ o GARAGE #2 . / / • / „'-, ' )'. 2rd^ jitii,„‘ / `/ tb -'fl 4"THICK SLAB - . �! �_./ y; /`: . •' OVER A MIN.6"COMPACTED FILL l ak / , O .\y \ PROVIDE 2"SLOPE TO DRAIN. / / . \ \ �. - �a'Ca-:`S'Fti e'-i..:r ..1'. i i.'.�•.cy.r r>,t '..ygta..; ;.-,,,..- .' \�:::...\ Sir / \ , / HOLD DOWNS I tir—. 61 1 1, 1 \\/® �/ a8T DMR- 1i11 (� :,. I',B1/4•1 I ,e's• `" .,�, (� LOWER LEVEL I/ /,y[f� .\6�--�• ��Ov1"? I �• R SLAB ..—�..—..—e..—.._e_.. s"1B - I J� 22TTHICK Ri IIANT NSULATION OVER / l'J/ to fV �r�r®.C. �l ti'�L�� LIO CCU y-- / itrl--I. \ __ J ' BMLL BLACKPOLY. OVER / / / L� pTVtC WESG I `::I $— ;. __�':Wiz: ..=.--.• -r .r.J MIN.8"COMPACTED FILL _ Q / ..... ,.....ii 41`lid' '4.::I CRAWL SPACE / / ^' , . J,g I PROVIDE A MIN,18"CLEARANCE �� / 34• \ rY y,15-.? 11.-0. PROVIDE B MILL.BLACK 6 is 3' r—J POLY GROUNDCOVER r - r. 3 Tr, /� N!1 10' " I-I LAP SPLICES I2 . ---- _�, --_,-Ily�,'',I �i / / �� '*'�; IJ Ialilt I1E1 hit h / _ 5 6' V OM I t;i I� 1z',q. r2 I to I I : IhI I If.I / Q/ `� 1e'-g' 9 \ firI L- I I^ I I S. 1V _.:<'T I �I � 14 4" i I I I, I �i /' 1 611 I. 11� I(.1-do 4 i 1E�-1•_--3',�a_T '//—I / � �' 9 12-� \ I ilitif P I nI ,a J O m \ \ ti,,,;,... •.:.. v n,..,..J.`i ,atar72N,,tellS}—R;N.,,,x,,,,,i .4,--i 19;•- i- ,s. ,. .r:rt,.i A, ., ... ,. U U L®J ,� O I - 7 .fi^ 4' e'B. / a.-yl. 'I 4" I 22 / 3' / 36'-a / 16'-a—i / 18'.,oe" i i6Ai" / _-MIIIIMIIIIIIIIIIIIIMIMIMIIIMIPI / ] L %//////////////////////////////////////////i7 451///////4/////A ''.... \ice_: lw m 6 'ICP A.B, € ` &c. f- \•^- De'. / ® s Aa i . 0 FOUNDATION PLAN ita ID OFOUNDATION DETAIL t In s i vvr?,0 Al H 4 Pc i0 0 17-uo,<, }RI VA, Tb 51 LL,. �l t-t bs ii 'Uo4 Qfe �-.-F1 s LA bYi tom/rt.` 10 -------------- SinPS6tJ Ls co oR-t.7Py ttn), 0 kt4 ' , 1 Ell-CH .33rST oR woe. 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S t p t Pa'> rJ Prit -rot \.)lEYJ 5 / v , ibdp • see .: ettrtati- . itirch. Y dartg Ltd. . 0" !' 1 sliro or TgeasS f SimfiSod titO G A NMLS t vA5 t-tiZ,L-t 6t'itps w ^' z) [tom! Cat 3-.._.. ....._. ._ I t6aCry ) CNER� . tit �` 64-4e1' fit;-PG.F€ .. frL't iJ . I. kL g J t 7 OM- Sroos Wire) I4d (I`CF) apt auiltt_ '6"t'Wtz.S IGadO .. .. 1( (.) 1(.4 ONE) pada .O u P 5Z ►►�«.1 etAietse, ell AltttL FoJts€'3,fie-►`60 ro\-\14 Ex6-1160 MI 6 H a tt W.ft1J6k—» 6H.e 77 PttJErEt-C 'lb F=01/431kD not4 . "b /J1,1M fl d 4 Varni Icy t uJ o Float. Prt%n 0(41 I I o .,I 1\ 4- SOU OW- SIT4aS eiiD &NUL er)ler$ EATT4'4 te il,liirtiVel ZI16 l -1, ost6 _4 4 fiz..iO I -k Sttr`utb II Igt )_ 16"4 , _ - 1 ,• I! --• --------- • i 'Ai og 144004,1N4 1 , 1 , 5 V I es" ' i ' itcal 0. - 0.c,, ir_.-41 , i. Z.:4----..-- hatt-11,.. i 01601.. " ZUST 2.4 1n4Ret 11 Ofttig,t.00;14- n1 re L TP41 0 Zi I'VrtkiTh PA. i 2 1o.c Vileig 1 tge useo tu - - L-- ' _- _-• ., .- St-WOry, _-Thirtr:IC Fa_ ‘"-C114ct M FLOPRS' as '"r;:jttlet t OZ. ES(TCRIOW la efee.,e, kir I __ MISS tartstA _ , bt to PULS& lb el.0 voae) IL, A - trala.4 ki-:‘, -'- - `1:11/6.4. r Air4 - ak'4 ir.n. fr185- : iiir rba itt. ,,t rae___ r e I '41,44-1 ----* Egb rait- - -WAS,' • - ItADC141% i 0 CrutS b-I wrott- Plt061. 6 sarm 4 CINT?). 1 oj St-teiR, ” , Z1;461 Ile& q 6hCAT- likktaFtt. .6,4EleSk -11afrOC.F941t. 1_ _ .. .... ____ a, t-tert. TR daPER. 111W6.$4, _i_b_ iel..,— - -fit-S25.4-Sie, , !ALMA—_ PeT Ilkass se-114Es,-) tRiactss, c.) Filo?. 7)V - eAtt-fro tA V ocati410: ___43,1eD €i , 4 ____- • 44 OF1 e) reVa , -astir 1 Welt t trIL Siete ts A it- was ziklae-X-414,4 , .1 ' . - wi it) SOE -- •-•t r Lla 14 Pr'!- `'' , ..., 'heft, au,. ,alcito%yrt.-- , , At -6- liAlk .f. ,,i.4 F tipK1z, - A ID Ulm?, 1&el MO ' _ . _._ , ,,,I_ - * TAUS".* ' .... -.m n..Skit injg:', 1 tiLVS, , - - -- -) t-frg AT ektOlLEOFRESI 'gS‘1"..5 • _ _ _ _ _ _ _ __ - _. _.. --00-rti1b195 o ' kits) wig Rea - `) 1, I,.,; LW E-QE�e" 't', , r tM �� q' pant EILrHr QZ 1 ,l f 11 H r'44C.C, T a I' ToT9 ij'i I., emai _P.ji � .I LU � �; GARAGE-#2 /� p I i�. i A9 f , / `\ CP. 1 e if sle ir�i 4"THICK CONC SLAB OVER / / \\7_- i{,'7, —w' r'1 aLL 5 " I' '), II '/" MIN6"COMPACTED FILL ,", -_ / 2'-1 " 555y iC,_i,� I r',i ' -{ PROVIDE A MIN.2'SLOPE TO DRAIN / e 1,-! it„i PROVIDE6/e"GWB AT WARM WALLS / It IICII HT it 4 It 1 , . I I Ic/ ( faNM p 1 / / OPENER O 51 - ` 1 _" I: - - -. [:___ _C_- - - _-- - - ,.- - - - ',t - _ - f� 12 xe O?, 123' 1 o; I. i 'i it . 16RtJ t7 A\ ` E _ ]Slib" m i t,., � s '' II /a'a" / a'-3}• 4 EXERCISE ROOM , 12`1" / % -]� ''' i 174,� f. 8'ct. /. r 1 ' CARPET ] 11 / p - ---." - --. ® ', FAMILY ROOM i i' T ' E- k / ------Hn 14.4 6410:jrn4 • I ° UP ti 13-a1 2 e' }, eowc i' -'/ •*'i (((r - ,. V I A _CARPET '/ 0 ..44���� ••`` LL /Cr�U' 2 _ Ce I -- -- -- - =-- - - ---_ l'2 :�t BATH ,. /, O `fit 25-1� WALL FRAMING NOTES 0 1 ! _- - _ - \ {i/,. 11'_'2• cm j ®" BCL ® 12.5 %m •H I I„ 10 2x6 Ext.wall framing spaced at 16"on center O U 8 _ - - —'--- Provide(1)btm.plate and(2)top plate,plate slices no less than 4'. W U Q ,• Provide 7/16"thick OSB sheathing on perimeter bearing walls. ( � 144 ,. BEDROOM#2 ,��� t_`NEi en? r ,].- Provide R-21 insulation.Typical U.N O. J„4 I� jI, c RLPEi G 246 1nt stud wall Space studs at 16"on center. J '.' Q I4 40w24ae Provide 5/8"DWB on cold side. Z {Hi ,{ - /7.��\ � 2 2x41nt.stud wall. Typical at Int.unless noted otherwise. (3.a H— 1 - -- --- 11' 62-,y, / / "' 0 Space studs at 18 on center ' _ - U , . --- 03 4x10 DF#2 headers. Typical unless noted otherwise. O Z See FLOOR FRAMING PLAN&ROOF FRAMING PLAN Ili sox aoxo - for header size. M Wr F' / 12'A4" ' ,,' 3•-1lj' a'41 s-alp^ ]4' ® All windows and doors with glass to be 1=.1 'C 1s� r Low-E glazing Par 1997 WSEC. W .'y Q / 16 164G0 / lJ Stair treads to be no less than 10 1/2",no less than 36"wide. �i ( ) H (�^ - / Risers to be no more than 7 3/4" L-I \./ Provide a hand rail no less than 34"and no more than 38" DRAWN BY from nose of tread. Provide 5/8"G WB under stairs, and Design LLC 5 � t i ) Cline Construchm -- / © Provide solid bearing to footing below. (360)588-8701 DATE d LOWER LEVEL WALL FRAMING PLAN SCALE SHEET# LOWERL LEVEL=1087 SO,FT. I LOWER GARAGE-360 SO.FT AB ®• N. \ I I I I x WI AUGHD W/AUGHD I 6•-8•• (9 1 50 I OPENER OPENER I L J L _.I z & ... Q 30• 0 GARAGE#1 3' 30' 6 P<,r t►:' • 24' V EX 4"THICK CONC SLAB OVER MIN 6"COMPACTED FILL / / C 6 PROVIDE A MIN.2"SLOPE TO DRAMJ PROVIDE SIH"GWB AT WARM WALLS 4' 3z� II _. 3agrY $ ter 18''1184 ^/ hi „'-,;•-� / 6Pc f}aJ i ,_ „,6 155x11b)S PSL a _ [�, 0( '16 p - I ---- _ 6]tom} _ - 3�b 2 s s N o.I zFl° MI / -! � J zs voPlc ` LI/11_,G, ROOM "�+/y,[/- : • �__ 'le oxa)sH a �.. i T® z ry c 1e==a D CL O .. MASTER CLOSET i - , � 5 -- 5 /.#3'41" \\.\1 3-6 I ET ICI O � Lo � 6—p 5'-1� 11 B 64• W D• 'OcnaPt� O D '.Yr � i /�/ .J__ UTILRY 15ft Z (( S$. ® 12•- .• VINYL yIi 'ri. - ��.� . EC' ` p Nr °'� a �.dd ]5/16" _ , \Sys\yS. 5, rk 16'.8" O MASTER BATH I- PTt , ENTRY \� ..� " / / N\ (,p`J (�� I�TILE 10'-41/2"CL _ PRAWQ�.JJ, ® TILE 6'-0" \ 1/ H 1 MC .I' . .s.r.,,,;,„IED , \..\. .. O -01. H24 / 6-p] �94\5-112,r �MZ/II ' /• cP I J [ : I ® 11 PANTRY! DESK °AB -F, J 1 / /l/ 'Jl/ J ' Ct r j�s REF aBz I KITCHEN DINING ROOM �� x� ' '/ +l i ?-1 3 • N MASTER BEDROOM' - e cL / O O ® ® B'cL 12 zy �4} + n 9'CLCAR --_- _. i',_. I� ) ov'tEus TILE 2 CARPET s p /' `1 ' fi / //r r t/ w d ,� I ii 1m ., OFFICE 5, .O rs�ai ` 7® ' a 1 _�_ 7 �r i5 i /J U /� 9 '^�l 9 Cn I ,I _ji' CARPET �® @'GPa coowi°F _ �/ 5 r DECK % WALL FRAMING NOTES W H-a PRovmE VEIN iOJcrM - 1 J y —T° :ow J 0 i2PIC , 11C' - lr' 1I / SHT DECK FRAMING PLAN ^ O` ExNFasrvEm r I / ' SEE DE 0 + wO ---�� _ % 2%e E# wall framing spaced at 18"on center F—j 6'-ii POWDER ._ - i - - so so icxa J / - / % 8 P Iti 1 (—{ -Y F �\ / Provide(1)blm,plate and(2)top plate,plate slices no less than 4'. W `/ er+ $ 6.0 4 zPic SO Provide7/16"thick OSB sheathing on penmeter bearing walls, �y i T L — --7 I� Fr-- Provide R-21 insulation.Typical U.N.e _ __ T'' I _ - - _ = 2x61 tudw I �- 4 - " nt s wait.Space studs et 16"on center. sox,. �., v'p sox zexo so.+e Plc 'p P so.aszo 3 ssxss o "j '3 s.o.ss o 'j / Provide 7/18"OSB one side •,-4 y- 8'-32" 4'' 6-32'/ 3'-8"�3.-92" / �8" J' —8' / 5'-2 6-5�" / 6 2O 2x4 Int.stud wall. Typical at lnt unless noted otherwise IWj • Space studs at 16"on center Fr 3 / ,]z / 12 T / ] 3 / tt ak - ,< ` 0 4x10 DF#2 headers. Typical unless noted otherwise. DRAWN BY 1 / / i54 See FLOOR FRAMING PLAN& FRAMING PLAN ! °�• Cline Construction for header size, and Design LLC / )1- \I / ® All windows and doors with glass to be (360)588 8701 V % Low-E glazing per 1997 WSEC. DATE MAIN LEVEL WALL F- 4 MING PLAN aD +• 0 Stalrstob tobenro lessthan101/2",no Iess than 36"wide I , Prsvid to hand nd more l es 7 h/4" v4 -1-o % from Provide ftrrail no less than 34"and no more than 38" SCALE MAIN LEVEL= 2875 SO FT. �� nose of tread. V4"=T-0"U.N.O. MAIN GARAGE 640 SO FT Provide 5/8"GWB under stairs, SHEET# DECK= 409 SO FT. O Provide solid bearing to footing below. 7 As P a 5x11975 Sl ..� ..i;35x! 1 $ 11875 SL�.._ -. �� 1�\Tb��a'* Ix0�1 1 t*AL 9z �I ikilltS II 1. 1 i 1 i i - t t 11> �� { 1 j — — Z QR ppv �E � � r1 {I___ Lt0R; Wi'{'I3 !� G "j6� J O --- II: © ifs N$t 2 q 'I - is �_.. � •..�- S („A.(' I�fI `b�G'C �I 1 h D it- !CII . I y AIII/_- _ ih-_...__ . . . __ __-_ _ _.,_ - ___ __!i L_______,.... ,, _ - C , . , , .:, : , ,1 , _ .! ,t'.__ I ill }._ i .'..__= _ L _ -__' i - ., 1 y G e ` _.. �I 21 i_ llii 9i. i '�� --i -_I r_ I� � - ' - - _-_i-�? _ li_..� �, Vim^, \f. �, i I Ll it ILt\JJ1/ -I1Q ` r -- I 1, ,, , Y� �F 41 Iy'-' ) I I .s'' 1:- -/ 3 Y1' 1I •%r --. I- --.'� "�� RIG°E_ 3 �/ , RIGGE _ - ,-,_� A ,"� / + + , li 1 i. 4 i F 1 i ar_� 6 i 1 I j- c 1 .}_ -j 1, - ^r /+ i/ r i„/ , ROOF FRAMING NOTES I li _— f� Er0 �l li 1 i N• Z i b\ - r l +r - r ! r.r 7 in I II 1,�1 11 i 1, , 'TT e ' '0 �,+ / ! + t iQ 5:12-10 3/16°heel ht.prefabricated 2X wood roof trusses spaced 0124'on center �,.. .1 4 , + Provide7/16'thick 03B sheathing Connect framing with Simpson H-2.5 flaming anchors. �ML tp ., C 3_. Iil 1I� ! 11 ' II _ J ® ! /x t � © 3.7512-67/16°heel htprefabricated 2X wood roof trusses spaced at24"on center.I (�,, +' •'' Provide 7/16"thick OSB sheathing. I _ I - s i'II I , ! ,CC'"` oo \ - r 1�!/i , , ,/ ey i Connect to wall framing with Simpson H-25 framing anchors. 1 ! J ` %, •/ / / 3.7512.67116°heel ht.prefabricated 2X wood roof Wssess ed at24"on center. t^ „ I - '� J e /r• See Building Section A Aterdetails.Provide 7/16°thick 058 sheathing. ��� j ,1 n . �. I L /, // /, r Connect to wall framing with Simpson H-2.5 framing anchors. 0 C 1. /w�, Igy. i ' I J '/r ' ,/l r / © 3:12-43116'heel ht.at Entry wall,prefabricated?X wood roof trusses spaced at24'on center. w * II,` 1 ;�,�y F r _ _ + + Provide 7116'IDIck OBS sheathing. �W\ -"'-- III /t I ! I� ii LI i J _ - Connect to wail framing with Simpson H-2.5 homing anchors ! U ,�� 1 - I - _ © 2x 12DF rafters spaced at24'0.0 1 - ,__ - _ r • -�'�_ _ - _ -. .:---- - —,e. .. __.! r_ -c _ Provide 7/16'OSB sheathing W i -1 i ` 1 - I ' - _ - - -- ! ° - - - Connect to wall framing with Simpson H-2.5 framing anchors. Q sQ I f' , F 1 ,' \ © 22°x 30°min.attic access C 1 _�/ Provide a min,of 36'head room above ceiling. © 2x 6 bearing wall,studs spaced at 16"on center. N-I TVP 3 Provitle7/16'OSB sheathing at perimeter bearing wells > • $ I OVERHANG • ® Provide aringw7/16' SB sheathing eall,studs d at18'onceter walls. I Cr ® 5/4"x 8'facia board.(typmah 44\D ©All load bearing headers to be I DRAWN I ROOF FRAMING PLAN 4 x 10 DF,unless noted otherwise. I Cline Co ' "dea ©Prefabricated 2X wood girder truss and Desi designed for additional tootling. I (360)588 Q Provide 2 x 6 roof ovedraming DATE y Y o CITY OF ANACORTES WASHINGTON cca'Y BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 1602 Tartan Place STREET B NUMBER Owner. Cline Construction Constructed By: Owner OWNER OR CONTRACTOR • Bldg. Permit#: BLD-0006-0243 Date Issued: June 13, 2006 Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This May 804 of 8th 2007 Au or PM AL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. Final Inspection Checklist 1 Ti--, // LL Site Address: /6 0 r "cell �(g cC Permit No.: ®�--®2 7 3 Date Issued: 6 // 3/Or- Zoning: Occ. Group: /Q 3 Constr. Type: ,V Owners Name: (-7,h .e. CC a 5 21. Owners Mailing Address: State: Zip: Variances: No Yes Safety Glass: No Yes Sewer Fee Paid: No Yes Hand Rails: No Yes Sewer Inspected: No Yes Guard Rails: No Yes t/ WSEC Compliance: No Yes Traps: No Yes 645 Attic Access: No Yes / WwttStove: No Yes Z — I Smoke Detectors: No Yes 4/ Water Pressure: No Yes v T&P Drains: No Yes House Numbers: No Yes 1/----' Insulation Cert.: No Yes eV Site Drainage: No Yes__ Curb Cut: ekv No Yes V• Crawlspace Insul: No Yes / Bedroom Windows: No Yes l/ Water Heater Strp: No Yes Vapor Barrier: No Yes .1-X D.W. Air Gap: No Yes Water Meter Box: No Yes Auto Garage Door: No Yes Exterior Decks/Landings: No Yes 1/ - Outside Caulking: No Yes Garage/House Door: No Yes ✓ Inspected By: a n Crawl Space Access: No Yes (/ Date: G AI' 1-f/3 O/j Exh. Duct/Dryer Vent Dampers: No Yes // ;7 /�Q 7- • r ublic Works orks Engineering and Development Services Residential Inspection Address: 160.2 iu r doh Pi4 Date: LJ -30 -0 J Owner: Contractor: Gt il~G l / so kyr) Inspected by: `:, 1. Water Meter Box Set firm and level to finished grade or backside of sidewalk elevation. RI Lid and box undamaged. Water meter and customer shutoff installed. ® No debris. iig Accessible—no landscape obstruction. U/4 ❑ Driveway installation has drive-over box and fit_ ® Customer gate valve intact. VI No leaks at connections. 2. Curb and Gutter No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: Vj Expansion joints every 15 feet and at driveways. ® Concrete has broom finish. ® No low spot at curb fine, especially at driveway cut. Maximum grade change in 20 feet is % inch. 3. Sidewalk }J/i ❑ No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ❑ 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 w /A flNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ❑ ADA compliant. Y 5. Streets ri 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 required thickness per approved plans. 6. Sanitary Sewer Inspection card signed off and/or verified in Building Department database. As-built record filed in the address file. [il Screw cap(s)installed on clean-out(s). 0 Clean-out(s)set at finished grade. 7. Storm Drainage ® Inspection card signed off and/or verified in Building Department database. ca As-built record filed in address file. F4 Not blocked or diverted to adjacent parcel. 8. Public Utilities Out of Traveled Way P/4 ❑ Concrete collars around City utilities. ® Final grading ok. ® Restored to prior condition or better. 9. Landscape / ' G G c e- ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. O Type and quantity of plants. ❑ Sod or seed in place. ❑ Root barrier(receipt filed). 10. Erosion Control Measures . to BMPs removed. I4 AU debris removed. Site dean. ❑ Permanent vegetation established. INSULATION CERTIFICATE A & E Insulation, Inc. 15205 39th Ave NE Marysville,WA 98271 (360)651-1058 o • tot n5-1-r ociimon Contractor-Builder/Homeowner's Name I l (0 0 2- aY 431.r'1 'Place- ADDRESS Ana r orb WA CITY STATE ZIP RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS AREA Ef NEW CONSTRUCTION IF RE I KUFIT: R-VALUE THICKNESS INSULATED 0 RETROFIT L.� '7 CEILINGS • ) // IN / SQ FT NUMBER OF BAGS USED / / DEPTH INSULATION IN IN �J�0' l D IN /�')9sQ FT AREA INSULATED a 105 ESTIMATED R-VALUE OF WALLS I 5/iZ IN OC<J 0°SQ FT S( 3 Q�FT PREVIOUS INSULATION 2 // IN -7(� SQ FT THICKNESS OF INSULATION I / /a' TYPE(S)OF PREVIOUS FLOOR 0 0 IN I / / €Q FT INCHES INSULATION IN ATTIC 3� IN SOFT R-VALUE OF INSULATION • INSULATION CONTRACTOR SIGNATURE DATE y/a107 HOME BUILDERS SIGNATURE DATE COMPANY PHONE ADDRESS A& E Insulation, Inc. does guarantee that all work performed is free from defective material and is constructed in accordance with sound construction standard, in a workmanlike manner in compliance with all laws currently applicable to the work. In addition,we guarantee to repair or replace any or all of the work and/or material which may prove to be defective in workmanship and/or material: except for ordinary wear and tear and unusual abuse or neglect for a period of one (1)year from Date of Substantial Completion. 0616404-1 0002 06/13/2006 002 4 Permit Fees 005415 $11 ,477.75 G�"r O fi., City of Anacortes Permit#: BLD-2006.0243 904 6th Street Issue date: 06/13/2006 P.O.Box 547 Expire date: 06/13/2007 0c Anacortes, WA 98221-0547 4X` (360) 293-1901 ;,tpgC * s Job Address: 1602 TARTAN PL Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence Owner: CLINE CONSTRUCTION Contractor: Address: PO BOX 1055 Address: ANACORTES WA 98221-1055 I Phone: (360)588-8701 Phone: License#: General Information: Fees: Lot Area 13223 Plan Review Deposit 100.00 1st Floor Square Footage 1087 Building Permit Fee 1,333.00 2nd Floor Square Footage 2875 Plan Review Fee 766.45 Garage Square Footage 1200 Mechanical Permit Fees 139.80 Deck Square Footage 409 State Building Code Fee 4.50 I Building Valuation 460000 Sewer Inspection Fee 50.00 # Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,126.00 #of Bathtubs 2 Sewer GFC-Residential 6,397.00 1 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 900.00 #of Dishwashers 1 Plumbing Permit Fee 146.00 #of Gas Fireplace 2 Total Calculated: 11,577.75 #of Gas Piping 1 Deposits/Receipts: 100.00 I #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 11,477.75 I #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 5 #of Range Hoods 1 #of Showers 1 it of Ventilation Fans 6 #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 NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGN RE OF OWNER OR AUTHORIZED AGENT ISSUED BY 0e09704-1 0003 04. 07/.2006 002 4 Permit FePc 005415 $100.00 City of Anacortes Building Permit Application Site Address: co? T A- tt i 7 L. Parcel No.: 5 9 eS 3 O Lot: 7 Block: Div: Addition: Div. I OWNER LENDER CONTRACTOR . Name Name Name CL.-INE Con-"Cie sAsm '.e— Mailing Address f Mailing Address Mailing Address ?, ©. (Sorr 6(755� City: State: Zip: City: State: Zip: City: State: ZIB: I R-ry A-cop-hes WA c1tZ2-I Contractor Lie No• Phone No.: 5€ . - 57 0 ( Phone No.: Phone No.: Exp Date. I Contact Person: Lies C(. i A+ a. Phone No.: Set '167 D i /7° W-0 2 40 OCCUPANT USE (Check One) / Single Family: '�/ Multi-Family: Apartment: Condominimum: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: St--a 5(-e "CA innLy IA? COO clamth-2 i-(U✓h, i,oi ?L Z AYSIA-Ci-0 E I) rgPril-PrO-ES GENERAL INFORMATION Street Setback: AD ft. 2nd Floor: ZS7S sf. (Circle Y or N) ls`Side Setback: b ft. 3'd Floor: — sf. Shoreline/Wetlands Y N 2"d Side Setback: 10 ft. Basement: — sf. Water on/Adj.To Property Y N Rear Setback: iO ft. Occ.Group: Soils Report Y N Use Zone: R-Z. Carport Area: sf. Sensitive Area Y N Type of Construction: tAao©D Garage Area: I zoo s£ Latecomers Agreement Y N Lot Area: 13 2 23 Sf. No.of Stories: Z Fire Hydrant(250 Feet) Y N No.of Dwellings: I Building Height: ZS I" Variance Y N Lot Coverage: (29.09 a/o Deck Area: 40, sf. Covenant Y N ls`Floor I0$7 sf. Flood Zone X A AE VE Project Valuation(Labor and Material Cost): 460OCU THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN IN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPEOF WORK WILL BE OMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: 14.,- DATE: "7'0i4 /09 (31c1` n_oe(9 ' ei' Ll 3 PLUMBING AND MECHANICAL PERMI T APPLICATION FOR THEE CITY OF ANACORTES Site Address: t wa ARTAM P L. Parcel No.: Sq 3 Lot(s): 7 Block: Addition: L`7 i v, 7 Contact Person: o S L. L, I.,... a Phone: 5't 8 -£t 7,01 Owner Contractor /+ .v Name: CLH a, lO a- 5i Name: .5, -t ....e__ Mailing Address: r a. lOw IOC S Mailing Address: City:A,U/UCp2Ye S StateuJA` Zip: % t ' a I City: State: Zip: Phone No.: 5 8�5 - 870 1 / 70 8 - 0140 Phone No.: U PLUMBING MECHANICAL No.: Type of Fixture No.: Type of Fixture j Water Closet 1.5 GPF --- Air Cond.Unit HP a Bathtub — Refrigeration Unit HP p Shower 2.5 GPM J Boiler BTU/HP o 1 Dishwasher 2.5 GPM J Forced Air System BTU IC) CLavatory 2.5 GPM Floor Furnace I Kitchen Sink 2.5 GPM — Wall Heater LClothes Washer I Clothes Dryer Urinal 1.0 GPM (F Ventilation Fan Drinking Fountain I Range Hood ' r- Floor Sink or Drain -- Pre-Mani Stove or Fireplace VWater Piping 'Ps,tl a. Gas Fireplace 3 Hose Bibs I Gas Water Heater --- Back Flow Prevention Device t' Gas Piping ___ Other(Describe) Other (Describe) a THIS APPLICATION IS RECIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AM)VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFMUNG MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERING THIS TYPE OF WORK WILL BE COMPLETED WITH,WHETHER SPECIFIEDHEREIN OR NOT,INCLUDING CALLS FOR INSPECTION.. SIGNATURE: 1-40 - (/V'�D DATE: A7 7-O6 CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed- prior to issuing the building permit) , Site Address: ( `v 0 a TO-M r-PL Date: S-- I — 0(C) Contact Person: w°d C92"- Phone No.: Assessors No.: S-et S T Lot Block - Addition: (Building Department Checklist for Completeness) OK NA OK NA Cl Fire Department Access ❑ Fire Hydrant Located within 250 feet El Flow Required ❑ Shoreline or Wetlands ❑ Site Plan 0 Covenant Approval O Variance Required 0 Regulated Slopes O Plat Facts and Findings Compliance 0 Survey in File ❑ El on Site S — v Received and Reviewed by: Date: ' D (Engineering Department Checklist for Completeness) OK NA OK NA O Water Extension/Meter ❑ Sewer Extension/Connection ❑ Street Improvements/Sidewalks 0 Site Drainage Plan ❑ Covenant Not to Oppose Future LID ❑ Latecomers Agreement ❑ ❑ Street Drainage 0 ❑ Driveway location,slope,culvert ❑ 0 Storm Drain Extension Received and Reviewed by: �• Va%'C Date: C 16-06 'FURTHER COMMENTS' i FW--ia Zoning: & )- - Lot Size: /3 -3 r Coverage Allowed: ar b if S e L � iActual Coverage: % Cj I , ' SKYLINE DIVISION 9, LOT 7 DESCRIPTION: LOT CORNER CHECK JOB NO 06-038 .- __. 41 64.3 r LOT 6 sp.......„...tk _ , 7.27 •57..:isb N W I in cO II- d' O G SCALE 1 "=50' .�� LOT 7 o (Ni co o TyRT M "IN A 0 25 50 01m <. z1 .- / O FOUND JJV F' � ' REBAR AND CAP 1 �0L o� LOT 8 ---- NN\ u FOUND 0.26-7 / E OF LINE «c��� FOUND N 13°E, 0.24 FROM CALCULATED POSITION '�� �"E. MO/y* IIo,,, re�OQ.PJ\'.o4 WAsy OCs ice '. 2971 p• car 1.;Fs .S TcltS"��,a err >c �� NAt LMO* 4. Stu, a �0 •sr EXPIRES I//I/III n%////e 111, SCHEv1ME; ENGINEERING INC. 317 COMMERCIAL AVENUE, SUITE 101 DATE: 3/7/06 ANACORTES, WA 98221 (360) 293-9006 06/02/2006 11:00 FAX 3608481072 COMMERCIALFIRE f4j003 maw] FLOW TEST INFORMATION SHEET 1 1. Reason for Test: Bid Information ❑ Design Base A Other 2. Location of Property i Cef92 TARTiawl `Pt A.NAn''O.c rF c WA. 9RZ7 I IMdrore) lab) (State) (County) 3. Date & Time of Test: Date: 5l7G(OC. Time: 10 '00 co (pm) 4. Test Conducted by: R SI&K&E4 CbnntneRRCkP.t FtRE. f2[Tr tt_IC. Title Affiliation 5. Test Witnessed by: same Tale Affiliation 6. Source of Water Supply: Gravity 79 Pump ❑ Other 7. Name of Water District At•INCt s.cs Fire District_{Lt1kc..o TE5 6. 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 I f I I I r , ` d i S. 1 i ! eel 2� .,_, LA 0 1 . 10. Flow Test Data FLOW AT STATIC AT STATIC RESIDUAL FLOW OUTLET ADJUSTED HYDR.NO. HYDR NO. PSIO PSIO OM COEFFICIENT' GPM 744 //N - '/g • &Y�5 /765 Li St LIe/ /Off '/9 Si_ 3 - 95 St 11. See reverse side for gra h j �12. Signed . . ■ Witness r s 9' NS �% Form No.102 American F1re'pinkly 8118.3M09-220n.Inn Outlet Square and Outlet Square end Sharp Outlet Smooth end tt525ll,To aulle 9-YW O 1114 Tana mxae pyeellnp Into Barrel Couf. Coat.OM Rounded del.0.80 (x161 sdF®aA 0.70 0 m ro N. WATER FLOW TEST SUMMARY SHEET 0 Hydrant Outlet T.D. Pitot Press. Flow Residual S/26/O�o /O•C27Ae4 0 Date: Time: Cont. No. m NO. inches psi gpm _ psi ''' 1LH teHM NM= 221 11GS Cont. Name: (_LiKIP COIUSTRUC'TIOLJ o _B9I 2.5" P= Z1-I SL4 5I q Address: 1 CiO7 TARTN.nt Pl. g A ....i$C 'TF 5 W A t)el2 7 4 J Total Flow ZSB9 9 9 Static Press: 1 fQ, psi flow @ 20 psi 3 2L; gpm ea r rla Mtn', nn MI Till lilt Till TIil rill IiRnlil 1111111111111111119llilllli it limn = o 0,120 - f \ _ a m 1157.% - r - .o� a c, 110 - � IV YIe111cti:mE , _ 1 M J te11 aafYNa•IPM.IIIC. W95= - _ _ 90 - - o 85= . . ' . - 0 80 = _ - g o 1-, o - 7065_ - ] i - - - — 55= ' so t• . 2599 GPnA ,Atie FszU 45: ' 40 = = _ N. 35: 4 _ 30 _ _ 252 71.AGPM0. 9C) PSI- a" , . 20 = - Scale: _ 15= - 10 _ 5: N 0 -i I i11ww>,uu u1`nu Illlllll l t11L1 i l l II l w I � tlul.uullurju lunn lnuult)luul+i 1111 0 400 500 600 700 800 900 1000 Scale A 100 200 3001000 1200 1400 1600 1800 2000 Scale C 400 400 600 BOO 400D -wSole C 400 800 1200 1600 2000 2400 2800 3200 3600 ANEWGW FIRE SPRINKLER ASSOCIgTpry,INC. Water now gpm 11325pnewn.sumis4e D.Ila.T...e,saa - 06/02/2006 10:59 FAX 3608481072 COMMERCIALFIRE g1001 • = Commercial _I Fire Protection gwa ® LNG Fax Cover Sheet PO BOX 128 17199 BENNETI ROAD MOUNT VERNON,WA 98273 Phone:(360)848-9093 Fax: (360)848-1072 DATE: SEND TO COMPANY NAME: C_ �i�nleC C _GA/SrduC/74-✓ ATTENTION: a. I RE: / y/J4T fr�~ r/ FAX NUMB/ER: -7'6 0 V 1 3 b I SZ FROM: //i URGENT REPLY ASAP PLEASE COMMENT PLEASE REVIEW FOR YOUR INFO AS REQUESTED /' , / COMMENTS: /✓iu-' /,5 /I C o/ / m/ rre Alio(C1 #241.✓, J2ivr c 2/i s 7/dzr(�✓/� NUMBER OF PAGES INCLUDING COVER SHEET la1/4 et , o A o OO HIGH POINT OF LOT PROJECT INFORMATION >< Project Info' This Project onsists of a new,wootlframe, -2 ar--�_._.. E. Exisn G cONrouRs'- - .- two story hinluephai e w/a crawl space o Ind(1)a( ttached two car garage and(1)aitetl one car garage c I' 20' j Owner Cline Contion and Design,LLC ETBACK 7 7.?8 AnOacoor[es 98?21360-588-8qT-Y-'; __ :. _#'�-, ,^'s. :. Protect Atltlress_ 1602 Tartaacez Anacnrtes, 98221 O Hi, .ttr ,` !- z o- �gl t o yA. le; Legal Diecription Skyi�ne No 9,Lot] � #%-,lE, i Assessors Parcel# P59853 �� SILT FENCING ,, �, , �, Y �' '4 Cotles 20031nternatlonal Res denbalBwlding Cade(IRBC) A , -: �vw - x International Mechanical Code(IMC) 0 I+ .T' ; e i+g £' �` � y_ Isa International Fuel Gas Code(IFGC) LL 3.f Irv: sRsd �.y, � 4. +e „� Uniform Plumbing Code(UPC) z l,' 4 _1' ¢, ; ' ° >p 5x t International Flre Code(IFC) 4 1 t�z ,{ - r Washington State Ventilation and Indoor arc Quality Coda(WSVIAQ) z ;1= -ear — _._ f_;`' •PROROED - 2001 Washington Slate Energy Code Q ~ 3f F ^• 1 a - Ggce Frt1.F7oq(Et@3 !''.CONCRETE}"- Jgi s q -; b. - a -� - ? a DRNE Construction Type Type V,Non Rated wRh 1-hourfire a (jJ 1,4 - z q 3` ",, separation between R-3 antl U-1 -) 's �_�''',�55 P F` ti,x, '7pL+r.'+acv4 �y .: ,� - y. tr� -s Occupancy TYPe(s) (R 3 J Single Family DvreNmg y.y� LW NO�/ -mob .,_____` it f P p'_ it 74 'ETBAOK L50' (U 1) PnvateGarage r �y e -s �'� L5245 TARTAN PL. 0_ „w g l Spr' —IIII— p Building Height' 25'-1 5/16' ` I "" R 'R t 4 PROPOSED =M1 o ✓ }x n P I fit. ^ CONORETE vt4LK _ - • Building Areas Main Level Living- 2875 Sq Ft Main Garage- 840 Sq Ft l - f tb�i d'� d� { f Lower GarLevalelving- t08]Sq Ft \` , , �� Lower Garage- 360Sq Ft U Ij - �� " Deck- 409Sq Ft 1 b -._._ t ,�`. . ,i .d f f,. z.4•HIGH L r- `' 1-� Total Living Area 3982 Sq Ft - (�"T-. ,n A sroNE tw LL y 1 Impervious Coverage- 37155 Ft 1--I 0 t i4I y-- `L 27 '4 ._ `. - -: '�. Lot Sq Ft- 1322357 cn -rb or I• t �•' 't`xyf `" Total Lot Coverage- 2809% DRAWING INDEX s 5 F 8� ��}}ff -u _ ' 1 Ste Plan 6 Main LelaSeemeal l Floor Framing Plan Q 3 it 4 ` 2 g`' v1 /- - r S .Ir Prolea lrrformahon '1"..i •u .v e �, i - ,��" 7 Main Le Wall Framing Plan Ti O •Da�i' ~� /�. - - sA 2 East and South Elevations Roof Fring Plan 2 i ti / Y. .1. .w�. " 'i -' ''"z•.4�,- 3 West and North Elevations < ..;..- BuildingctionsQI., 4 Foundation Plan rr., _1t1980 Deck FringPlan i�l- . - T IcalllSection Ei 5LowerLevelWaIIFramingPlan YPQ ��y l - - ,,,-;i= - O ,D i ^�.-�t].a`-w'c.::v:;„4 Lot Size =13,2235]59 Ft Uy }4i H ;,% Buildable Area=462805 Sq Ft F. VI DRAINAGE N01a EROSION GONTROLNOTE x�m / \ Proposed Residence I t Q o 1 �taln Level FF@-400' U N is*oaMoanexws „xo vrroscwixci"xiwce iswu�® \ ` 11•-9f ;4 `��' xEw+x xxT�u x�nix ..rox ° SITE-PLAN 2ea16" m� r1 0 115 __. . 000'�NW ®0_ p1 ( I 3-1116 $ - PROP CORNER L U t i ^�� P59853 `y $ $ I 149b and Degn LLC ir_r 71 DATE ! 1]'-114" o x N 154'A16' 4' 12'92 .I' (- SCALE SHEETS sss� ' SITE PROFILE 1 > I 1 N Iz6 P Ze, - d o g; �cd I �1�� I in? y 0 4�� I I 2' ' s M.H. 9-/ STA. 9w/8 E , • • I� Z 34 3 , 'Z , , M.N. 9-2 l �b?��7�l A C STA. 3'47 E l \ 0416 \.� — �. ` 2 .X. *I /o , os\ �2 \�O\ • o+o" s T \\ 55, D �� 70, / �� ✓ \ lb, c, ��� 0;/ / �� 1� \� \ c9\ 65 ,xis F/ f1V r \ N • \ /0 N. lor ♦ PR- \ bs \ . . N. N. off' /.68 v�\ 1 I \ - . '\o \\ MH.. 5-/4 i I ,� • , \ STA. /�33 ?.S LT, \ I ,.' 59 <� \\ cam \. / � / iR_- 4/ k) , .,,,S \,1• ;.;,,,,,,,c.`"... \ 0 ,-. kkir VVLG 1 • 1 1v\ Av g-9 I \\ `/ AIM 5-PS N. o �� Sfa Ofo35Fyroh/and DP = I N 2=95.8/ 4N4CO 8`E4CN R2 .( \ 1 r \ \ \ \ \ \ \ Al. H 5-/3 \ \ i\ N \I. � \ w \\ \ - — 6O \\ \ \ /2 ' "ea' ,51 p /8 ' /2 ' ' \ \ �- 9 ' _ /(o . +-ram j�: 9, \ i - 11 \ H ,A PROJECT INFORMATION 0.00' HIGH POINT OF LOT v • Project Info. :• This Project consists of a new, wood frame, I . two story home w/ a crawl space. ._ •...................... �, • Includin 1 attached two car ara e tor r: •, r i ,r•r.e r„ 0 x gO 9 9 2 00' \ anda ac a one ca r - iLyie. !or as!/e'I‘3,:nuer 7 (1 ) tt h d r ga age ;y ,:.r; n . r.0 1.'1 :,rrli.ar,,;••all ITri arty boundaries, > I EXIST' G CONTOURS ''''",..)L. \ gOwner : Cline Construction and Design, LLC , r ,'iewe.i �j Review d As N t d � K P.O. Box 1055 -Lse / 20' / \ \ Anacortes WA. 98221 j AC Member Date • SETBACK \ 7c7, , s 360-588-8701 �, - 4- z \ AC Member Date 0 -4.00 , . _ I • \ Project Address : 1602 Tartan Place 'Notes: N, \ Anacortes WA. 98221 F— L, } � 1 ztr� rii 1' Ir` r '' °, 't \ \ \ Legal Discription : Skyline No. 9, Lot 7 SUILDING" r1{A, , Ni 6.00Et P \ HIGHEST Pr)&�rs,,y,. 4 A! I_- - - d, rho ' r r\---- HI Assessors Parcel # : P59853 SILT FENCING. — P �. O i r _ " Codes . 2003 International Residential Building Code (FRBC) ✓et.:___ - 1.33' - t. a' vs- '..c 'r'-�- rr.' , -Y'- ICJ ll 154 �i G International Mechanical Code (IMC) Z 1E2v _ r = ;,a I , •• J International Fuel Gas Code (IFGC) _ V o ( Uniform Plumbing Code (UPC) z - -Pro osed Sara e ;1-„';i PRoposED, . International Fire Code (IFC) Q " 'r, ,, Garage '' Floor�Elev;__ y 4V'}' CONCRETE' v o X ,tr , r , .' Washington State Ventilation and Indoor air Quality Code (WSVIAQ) r , o 0 w „ 'i . k.. n tti @ 4:°° 7,t i t DRIVE, i g y ( ) �.,J z E ,{ ; SIr;,,, ti ;, r; i ?A01' Washington State Energy Code W S v . .Proposed F es4 end Iii:Th 4 ,ti ,,' r, ; , ' I 'I 1 I . II` ` rt: ttIl P R5o Construction Type : Type V, Non Rated with 1 -hour fire m av Mairi Level an Io4r Elegy 1 ,o.00' - 400 ' = ' 1 J SETBACK TARTAN PL. w In H O I - @ _ e u Z, r[ h i tali , I L 52.45' separation between R-3 and U-1 • • f r Sri, I S r .-*Liji ,-,r,alr l I, -- p {r�� M r� Et o 1 , r � m `i f li• H"J r �.� rr` �� ' PROPOSED , ' Ri 1,l ,u 4 _r ,7� Yt}y I',„ '., r , l' j, 'CONCRETE WALK X Occupancy Type (s) ( R-3 ) Single Family Dwelling �a= , t ` c ., ,{ ',,,t.,,; a,�;,.,••; ,, �,>> „ ( U-1 ) Private Garage I,, . , o / ,./ :: . ., ,. :, ,.• •.. _ • ,,,,,,,..••.1„,„ -,,,,,,•.4„.,-Q,_,..,:-,,,„ -,„•-•;.„,,,,,,,•..„ III Building Height : 25' -1 5/16" c'- —__ __ 1 7 �,-�, r�;}� ,r I �/a , ` ::-.:::\,,' .:, I 'I\ 12.00'I Y, r, _ „r ' • / 2'x 4'HIGH x ss ' t Y� STONE WALL Building Areas : Main Level Living- 2875 Sq. Ft. I -• w• - �' Main Garage840 Sq. Ft. I P Lower Level Living - 1087 Sq. Ft. ' 14.00 - 2.2s Lower Garage - 360 Sq. Ft. i \ ' „ S1 Y j Deck - 409 Sq. Ft. I / 1,'I ,r X/ 1L1 I Total Living Area 3962 Sq. Ft. bp H E `' 1 ' / ' Impervious Coverage - 3715 Sq. Ft. • ��-/-�� il Kss I r j ir Lot Sq. Ft. - 13223.57 VJ II sD • / / Total Lot Coverage - 28.09 ,s0o. I ,5' 18 DRAWING INDEX Ct I I I • 1 Site Plan 6 Main Level Floor Framing Plan ss / Project Information a r2, I I IN 7 Main Level Wall Framing Plan / Lot Size = 13,223.57 Sq. Ft. a • SD _ 2 East and South Elevations / Buildable Area - 4628.05 S . Ft. r--� X. / q 8 Roof Framing Plan „� ITTt OF ANACOI kl' 5 PERM? I w ;: ?Ji Y= I \ / 3 West and North Elevations Q V (, 7 / /'/ DRAINAGE NOTE: EROSION CONTROL NOTE: 9 Building Sections �PPROVED .��� �� w — TIE ALL FOUNDATION,ROOF AND CONTRACTOR TO INSTALL SILT FENCING ON DOWNHILL SIDE 4 Foundation Plan I I 7 7 PARKING DRAINST04"PVCTIGHTLINE OF ENTIRE EXTENTS OF SITE CONTRUCTION SILT FENCING TO 10 Deck Framing Plan ;ter=l;Rel= P;(; ` �- )-�-9� t7a1/4{ \ b TO STORM DRAIN ARNDmNCAPNGSINPCE T ical Wall Sectio -� I I / / �� , �f 5 Lower Level Wall Framing Plan Typical oAODfIES; 1\D0 2�'To, � � • Z C/� IsD C! /• ` . 1, `, SITE-PLAN ���oSG �v 5 i' PPROVED By __ ____.____ W --I I-7 Q I I / .,11: b JG +.fr3.lECT T(3 FIELD INSPECTION. C7vEFiS9GM1' H !' u f (O �j I / o 1" = 10'-0" 1M da i t.)R VIOL AT'ON OF CODE IS NOT 11VGLUDE[�. U + 7„,Du j P59853 vt;, I` a' LOT 7 W ^^ ll SS / DIV. 9 W H SID Z. \oPoSedRedenCe �� 11' 9 7 " W �1 H u 26' 51„ ❑❑ \ - -\-" .- 0.00' @ NW DRAWN BY 4 Cil ��� FIV. FLOOR L o PROP. CORNER / I __ . --_ _ _ -____ __-__-- _ ___ „--_ _ Cline Construction l -14.90"I SD oI v / �� I t w O. EXISTING TOPO. o C° DATE fo I _ }/C r� Z TE ! L((_ c } I llh so�.1 7 3 / 24 / 06 \�� - _._O__. . .. N �V� o °- SCALE et"' `° 1/4" = 1'-0" U.N.O. �r o� ' (aofL" �~ / 17' 114' 154' 416" t 12'-02" / SHEET # 1 0 s�o� {�U / 184' 416" / d`°'�'�L SITE PROFILE 1