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Permit File 4204 Cherry Lane
• 1x STRUCTURAL CALCULATIONS FOR LOT 51 THE ORCHARDS Anacortes, Wa. May 25, 2006 Job No. 06-089 PREPARED BY: SCHEMMER ENGINEERING INC. 405174, logijk\I'1� ' .�� 1 '�h. . 317 Commercial Avenue, Suite 101 , Anacortes, Washington 98221 (360)293-9006 ; 1 rc www.schenunereng.com �FG74ERE G\�<� SS/ONALEN [XPIRES: 04/ 16 /0 I DESIGN ANALYSIS ' - 4 DWP1M h PY 1�Dh7E SiECT OF 1:EC1(fD PY DATEJOB NOt/__.CJ '/cy 1 S+CHEM c%7 MER ENGINEERING INC. PROJECT S 7/ ,; a[!7 SUBJECT . a OS tm9Pr1 txr wt. 1,0 >, ` /.O 4? � /4 ?'SF a 1.0X to' X )qg r- /cz91&F -3j U5 ' 747 pes.y s_ do z - /ZX/s= /3S '-"' <✓i%�-d 6' s k(4-< is tii) Y4tz til .51S . l/7/ FQ = /,o3 • /.3 • /. !7/X7 03 = l ZoL , z 0i,310/ Fir l- lot imi c ..160/x/ &re= • 6a6. ' i,S� t'% x 420( — • ro(/ sDI t 33)4 -666='-1/49 HOG D J t✓,t/ 47GNF'/D Li Z. e ,= � f. I, o 0 _ S7/N`Div/sr/4DiVaTo� lfrrf{o '7S:7d20 = a 0 --l1/7T/! "'/40ALCTAO?e,4.O4.4 6"hn4ed 1/S•rippxy Cu � V =fO = 1,0 ), tax Jar kt - -/lo/I - L . Zo - tint 1 1hit2-“4 �i �. i I-&-Yt61Ti-' L'i9t4;-F-la. i Gov't 1-diC--ioTc-. A 1 9 /Y22 /(o F9 . 6 q 2.2 / 2- /z,S- / 77 L 20 3//00 zl /So 47 ' (0 9 51e 0 //9 C iq Soot. 8 .3 7S- 2 F /3 2064' ,/S.s /3-3 6- i%S 2 Z. 9/ i-30.S 75 . H /3 , 2or/ /0,,s- /Zy J 2. ,5' 3 745 f Z/,r / 7.3 1 0i2 Z2 K to is'SO 4 iss /oz- L. rys /937/-3/(003 s//g ZS.s aor . O /44 .- /r.5-e f 2 2 r/z ya yq I I a 3& N /L( 1”Q 2O5C/: 3? 'y s 7F8 v.5E.5541 /Gox8x(O d z�/,S .-- 37i - 7a2/ /r1S 3CPU Z Rob Gee/D.T. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 7:33AM, 22 MAY 06 Description: ' 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. User 3-20033023,Vet 580,EDec-2003 Page 1 (c)1983-2003 ENERCALC Engineering Software ASCE 7-02 Earthquake Load Calculations Description 06-089 Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7-02 9.1.4 Seismic Use Group = I ASCE 7-02 Table 9.1.3 Ground Motion ASCE 7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.465deg North Longitude = 122.617deg West Location : Anacortes, Skagit County, WA 98221 Max. Ground Motions,5% Damping,from USGS 1996 maps S S = 1.171 g, 0.2 sec response S 1 = 0.361 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "rD" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa& Fv ASCE 7-02 9.4,1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.03 Fv = 1.68 Maximum Considered Eartquake Acceleration ASCE 7-02 Equation 9.44.2.4-1 & 2, 2003 IBC Equations 16-38& 16-39 SMS = Fa* Ss = 1.208 SM1 = Fv* S1 = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--3 IBC 1615.1.3 S Ds=S Ms " 2/3 = 0.805 Sim =S M1 " 2/3 = 0.404 Seismic Design Category = D ASCE 7-02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe) Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2, 2003 IBC Table1617.6.2 Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resist NOTE!See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 6.50 Building height Limits System Overstrength Factor "Wo" = 3.00 Category"A& B" Limit:No Limit Deflection Amplification Factor "Cd " = 4.00 Category"C" Limit. No Limit Category"D" Limit Limit=65 Category"E" Limit: Limit=65 Category"F" Limit: Limit=65 Rob Gee/D.T. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 7:33AM, 22 MAY 06 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. User580012 K-0603023,Ver5.80,1-Dec-2003 ASCE 7-02 Earthquake Load Calculations Page 2 (c)1983-2003 ENERCALC Engineenng Software Description 06-089 Average Floor Area per Level= 0 ft2 User defined Shear Carrying %Ratio= 0.000 Reliability Factor" p"= 1.000 Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003 IBC 1617.4 The"Equivalent Lateral Force Procedure"is being used according to the provisions of ASCE7-02 9.5 5 Determine Building Period " Cu "factor from Table 9.5.5.3.1 = 1.40 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed = 0.000 sec Building Period "Ta" Calculated from Approximate Method selected = 0.000 sec " Cs" Response Coefficient ASCE 7-02 9.5.5.2.1 SDs : Short Period Design Spectral Response per 9.4.1.2 = 0.805 " R" : Response Modification Factor from 9.5.2.2 = 6.50 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2.1-1 : Preliminary Cs = 0.12 From Eq. 9.5.5.2.1-2 Cs need not exceed = 0.00 From Eq. 9.5.5.2.1-3 &4 Cs shall not be less than = 0.04 9.5.5.2.1 : Seismic Response Coefficient = 0.12 Seismic Base Shear ASCE 7-02 9.5.5.2 Cs = 0.1239 from 9.5.5.2.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs*W = 0.00 k Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4 " k" : hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height Wi*Hi^k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Total Base Shear= 0.00 k Sum (Wi* Hi^k) = 0.0 k-ft Base Moment= 0.0 k-ft Diaphragm Forces : Seismic Design Category" D ", " E "& " F " ASCE 7-02 9.5.2.6.4.4 Level# Wi Fi Sum Fi Sum Wi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level Sum Fi Sum of"Lat. Force"of current level plus all levels above MIN Req'd Force @ Level 0.20*S DS*I *Wpx MAX Req'd Force @ Level 0.40*S DS*I *Wpx Fpx: Design Force @ Level Wpx*SUM(x->n)Fi I SUM(x->n)wi, x=Current level, n=Top Level Rob Gee/D.T. Trtle: Job# Schemmer Engineering Inc. Dsgnr: Date: 7:33AM, 22 MAY 06 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. Rev 580012 User KW-0803023 Ver580,1-Dec-2003 Page 3 (c)19832003ENERCALCEngineenng Software ASCE 7-02 Earthquake Load Calculations L. Description 06-089 Combination of Load Effects ASCE 7-02 9.5.2.7, 2003 IBC 1617.1.1 D Qe H &V Load Effect E Load Description Dead Load Seismic Load 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p-Qe +0.z0-sus- D = 0.000 0 000 0 000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 • I . IB,P.J/ BP. 8.P.] B.P, k — U s B.P. U — -. 4.,,, B.P. lipir. i/////////// /////f/// \,, Ili , _ '�a s b J ' `lJ 9,.. 1 III„ 1 ,,„„„g„„, ..., . „ft _ , , , , ,„ j B.P.l �� Ij _..._.7 I-1 - pp r N II B.P. aj 1I B.P. P B.P. (\\��`///�` I, I -.- �- LI t.�B.P.I p B.P. B.P. 11 --_ I® B.P. 3 1 =' Q ® © c,-1 = T • re` N i' MID & UPPER-LEVEL FLOOR ENGINEERING & SHEAR WALL PLAN Q erm r ice-r-Cf/ •___—n II_ 0 t PI ill B.P. �. _{Byr.l) I it I i Hs. It B.P. ® I B.P. I I lQ I >3 LOWER FLOOR ENGINEERING & SHEAR WALL PLAN r ,4 SCALE -+/a'--r—ea �, .'fir-a kg:#;/ .. ____I[ L • —_n__ __ —_— ,- B.P. r _- e___ F ______B— _________ B.P. B.P.1 .____ \ f NiB.P. _ ..y �18.P.I 11 4 h III .4z,e.en.went_tiz.f/fzzi III y, 1 _____w 6 N ' r B.P. OQ a. I ® II ', I O , AB.P.I I �:. ffi Y B.P. II 1 �—� —•—� .di 1 at N. NB.P. B.P.I ,, B.P. � B.P. IMNIB.P,I Q 1 'I 1 B.W. ` j r . n n 0 MID & UPPER-LEVEL FLOOR ENGINEERING & SHEAR WALL PLAN Q t. ____II_ _t gric HI a lirr __ 1 'H B.P. ,B.P. I ______ ____ -_r_ 33 I I yssw,lox8xl� I f5C-iI SXto ``l/55T zz&z> v cl .l 0nIr. LOWER FLOOR ENGINEERING & SHEAR WALL PLAN SCALE �'A''-/+ --+'-co" ?� k /G SHEARWALL SCHEDULE - 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") MARK SHEATHING NAILING NOTES :dO. O/" 7/16" CD—X ONE FACE 8d @ 6" 0.C. PNL EDGES 1,2,6,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD ° :,� �3 ' 7/16" CD—X ONE FACE 8d @ 4" 0.C. PNL EDGES 2,3,6,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD ©4O 7/16" CD—X ONE FACE 8d @ 3" 0.C. PNL EDGES 2,3,7,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD ., {4 r 7/16" CD—X ONE FACE 8d @ 2" 0.C. PNL EDGES 2,3,4,8,9 "` OR STRUCT II OSB 8d @ 12" 0.C. FIELD f1 7/16" CD—X TWO FACES 8d @ 4" 0.C. PNL EDGES 2,3,4,8,9 `5 W OR STRUCT 11 OSB 8d @ 12" 0.C. FIELD (6 \5Wv 7/16" CD—X TWO FACES 8d @ 3" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT 11 OSB . 8d @ 12" 0.C. FIELD l ' 7/16" CD—X TWO FACES 8d @ 2" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT it OSB 8d @ 12" 0.C. FIELD C8 ) EXISTING OKAY C14> 15/32" CDX ONE FACE 10d @ 2" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 10d @ 12" 0.C. FIELD 1 /2" GWB TWO FACES 5d COOLER @ 4" 0.C. 2,6 PANEL EDGES AND FIELD 1/2" GWB TWO FACES 5d COOLER @ 7" 0.C. AT SUPPORTS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES 1 . ALL EXTERIOR WALLS TO BE TYPE (1) U.N.O. 2. BLOCK ALL PANEL EDGES. 3. PROVIDE NOMINAL 3x FRAMING AT ABUTING PANEL EDGES RECIEVING EDGE NAILING. 4. PROVIDE 3x SILL PLATE. 5. OFFSET PANEL EDGES. 6. PROVIDE Y2'o A.B. @ 48"O.C. W/ 1/4"x3"x3" PL WASHERS. 7. PROVIDE Y2"0 A.B. @ 24"O.C. W/ 1 /4"x3"x3" PL WASHERS. 8. PROVIDE Y2"0 A.B. @ 12"O.C. W/ 1 /4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" 0.C. off- o F9 f./2/..,/A >.t/G- ,S/,AjJc 8,s ' z� x�s� /max/s� 49/c. 3yg� 4z = 271X• Z� M-' 1**X/5— /3 c z32/0 LC = 'txZS ' zzc", rde/ 3.5' RG /33A) (2,z d Z�xi6 ' ZZS uL ( rt7147J7= 37S 7� Poi = zfz)X>s ve-f et=(z%12)LS-36,34r Sip x/s733.i-z)a-istCSYiaj z z-50 Zt = /syx110,( Zi-Zjxzs.: 3 fg"` llvS Ak_ 6200461 7s' SZ -23a n� - :3a Paz -,C.3jxis'1 9-(FX/o)X'S. = ZZ 8i4"' Ae= ( ?Ix as`Jxtar z ?/3 �` 33) G'04 6 v x 5)}(F,F-(o) - 4z ( 3PZkz„- 37,,5�% 13y).1 z 43/ 1 ✓DL z 305 LG 375 O"S' 9US f = -77 "b 77 Gd1S = nh Ai2/gz ,27 � O^? 7. 77 0/2is0, _ St�Z/€ 7a 2j.7 ahz s 4 0/7 `phX 2 77 SM S�� rrd-SI-7_SJ� �',/2 ?P i ---G. -- �, tic ,� Rob GeefD.T. Title: (North),No. 1/No.2 Job# Schemmer Engineering Inc. Dsgnr: Date: 9:20AM, 23 MAY 06 317 Commercial Avenue; Suite 101 Description. Anacortes,WA 98221 Scope: your title block information. Rev 580006 User Kw-0503023,Ver58.0,1-Dec-2003 Timber Beam & Joist Page 1 (0)1983-2003 ENERCALC Engineering Software 05-0891ot51 14e ecw Calculations ` Description 06-089 Timber Member Information Code Ref 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined B1A B2A 83A B1 B2 03 134 Timber Section 6x12 6x12 4x12 5125x15 5125x15 5125x12 5125x12 Beam Width in 5.500 5.500 3.500 5.125 5.125 5.125 5.125 Beam Depth in 11.500 11.500 11.250 15.000 15.000 12.000 12.000 Le'Unbia c:d Length ft 2.00 2.00 2.00 1.33 1.33 2.00 2.00 Timber Grade Douglas Fir- Douglas Fir- Douglas Fir- Douglas Fir,24F- Douglas Fr,24F- Douglas Fir,24F- Douglas Fir,24F- Larch(North), Larch(North), larch(North), V4 V4 V4 V4 Fb-Basic Allow psi 850.0 850.0 850.0 2,400.0 2,400.0 2,400.0 2,400.0 Fv-Basic Allow psi 180.0 180.0 180.0 240.0 240.0 240.0 240.0 Elastic Modulus ksi 1,600.0 1,6000 1,600.0 1,800.0 1,800.0 1,800.0 1,8000 Load Duration Factor 1.150 1.150 1.150 1.000 1.000 1.000 1.000 Member Type Sawn Sawn Sawn Sawn GluLam GluLam GluLam Repetitive Status No No No No No No No Center Span Data k Span ft 8.50 12.50 7.00 16.50 9.50 15.00 13.00 7 Dead Load #/ft 348.00 135.00 225.00 230.00 230.00 305.00 305.00 Live Load #/ft 513.00 225 00 375.00 386.00 388.00 375 00 375.00 Point#1 DL lbs 218.00 600.00 2,288.00 LL lbs 363.00 2,813.00 rg X ft 3.500 11.500 7.500 Results Ratio 0.7885 0.7130 0.7119 0.6034 0.5050 0.7795 0.5855 Mmax @ Center in-k 93.31 84.37 56.30 270.69 156.07 229.50 172.38 X= ft 4.25 6.25 3.50 8.51 6.50 7.50 6.50 fb:Actual psi 769.7 696.0 762.6 1,408.5 812.1 1,865.9 1,401.5 Fb:Allowable psi 976.2 976.2 1,071.3 2,334.4 2,394.9 2,393.8 2,393.8 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv:Actual psi 67.3 45.2 69.9 93.3 121.2 108.5 91.4 Fv:Allowable psi 207.0 207.0 207.0 240.0 240.0 240.0 240.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK LReactions Left End DL lbs 1,479.00 843.75 896.50 2,079.32 1,574.18 2,287.50 1,982.50 LL lbs 2,180.25 1,406.25 1,494.00 3,201.00 2,435.21 2,812.50 2,437.50 - Max DL+LL lbs 3,659.25 2,250.00 2,390.50 5,280.32 4,009.39 5,100.00 4,420.00 Right End DL lbs 1,479.00 843.75 896.50 2,315.68 2,898.82 2,287.50 1,982.50 LL lbs 2,180.25 1,406.25 1,494.00 3,201.00 4,063.79 2,812.50 2,437.50 Max.DL+LL lbs 3,659.25 2,25000 2,390.50 5,516.66 6,962.60 5,100.00 4,420.00 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.037 -0.066 -0.022 -0.178 -0.033 -0.262 -0.148 L/Defl Ratio 2,783.4 2,256.0 3,759.4 1,1141 3,500.1 688.3 1,057.3 Center LL Defl in -0.054 -0.111 -0.037 -0.249 -0.047 -0.322 -0.181 L/Defl Ratio 1,888.1 1,353.6 2,258.0 793.9 2,402.8 559.8 860.0 Center Total Dell in -0.091 -0.177 -0.060 -0.427 -0.080 -0.583 -0.329 Location ft 4.250 6.250 3.500 8.316 5.016 7.500 6.500 L/Defl Ratio 1,125.0 846.0 1,409.9 483.6 1,424.8 308.7 474.2 Rob GeelD.T. Title: (North),No 1/No.2 Job# Schemmer Engineering Inc. Dsgnr: Date: 2-48PM, 22 MAY 06 • Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your title block information. Rev 560006 Page 1 User KW-0603023,Ver 5.8 0,1-Dec-2003 Steel Beam Design (c)1983-2003 ENERCALC Engineering Software 06-089 lot51 icc ecw Calculations VIIIMISMBIS - Description LGeneral Information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 1 Steel Section :W12X72 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 30.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 1.33 ft Distributed Loads Notel Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.158 0.248 0.158 0.210 k/ft LL 0.210 0.660 0.210 0.560 k/ft ST k/ft Start Location 8.000 11.000 18.500 ft End Location 8.000 11.000 18.500 28.000 ft Point Loads Note!Short Term Loads Are WIND Loads p L• #1 #2 #3 #4 #5 #6 #7 Dead Load 0.200 0.600 4.270 k Live Load 0.533 5.250 k Short Term k Location 8.000 13.000 28.000 ft 1 Summary i Beam OK Static Load Case Governs Stress Using:W12X72 section,Span=30.00ft, Fy=36.oksi End Fixity= Pinned-Pinned,Lu=1.33ft,LDF=1.000 Actual Allowable Moment 86.316 k-ft 192.852 k-ft Max.Deflection -0.833 in fb:Bending Stress 10.634 ksi 23.760 ksi Length/DL Defl 1,005.8 :1 fb/Fb 0.448 :1 Length/(DL+LL Defl) 432.4:1 Shear 18.697 k 75.852 k fv:Shear Stress 3.550 ksi 14.400 ksi fv/Fv 0.246 :1 Force&Stress Summary «-These columns are Dead+Live Load placed as noted-» DL LL LL+ST LL LL+ST Maximum Only 0 Center 0 Center 0 Cants )Cants Max.M+ 86 32 k-ft 37.60 86.32 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 10.05 k 4.50 10.05 k Shear @ Right 18.70 k 7.91 18.70 k Center Defl. -0.833 in -0.358 -0.833 -0 833 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0000 in ' Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl it 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction rg Left 10.05 4.50 10.05 10.05 k Reaction§Rt 18.70 7.91 18.70 18.70 k Fa calc'd per Eq.E2-1,K*Ur<Cc I Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0 66 Fy Rob Gee/D.T. Title: (North),No. 1/No.2 Job# Schemmer Engineering Inc. Dsgnr: Date: 2:48PM, 22 MAY 06 Description: 317 Commercial Avenue;Suite 101 Anacortes,WA 98221 Scope: your title block information. Rev 680006 User.KW-0603023,Ver580,1-Dec-2003 Steel Beam Design Page 2 (0)1983-2003 ENERCALC Engineering Software 06-0891ot61 cc sow Calculations " Description Section Properties W12X72 Depth 12.250 in Weight 71.67 #/ft Web Thick 0.430 in hoc 597.000 in4 Width 12.040 in lyy 195 000 in4 Flange Thick 0.670 in Sic( 97.400 in3 Area 21.10 in2 Syy 32.400 in3 Rt 3.290 in R-1oc 5.310 in Values for LRFD Design.... R-yy 3.040 in J 2.930 in4 Z>< 108,000 in3 Cw 6,540.00 in6 Zy 49.200 in3 K 1.270 in W yy MI Elam wit WAR II1P-MI: �y ty �� RDE:' TR I: i, 1� , 411 R MOO r1t I TTmt: aaa& y `,. i - - ,�`\ f1I I I1 I i _ B.P. — - - 4 B.P. 1�y V/� _ _ e� 1 I "�/lei' _ n i L_ „� i -I _ ---'♦I j I i°n` _ mow. .ru _ so a Do �i ��� I I I .44 ___ _ 44 - 9-- - _ //M/'/,. 1 C jjj�/%, I - —fie _ ___ .I,I B.P. 3 /�j 1T711C_ ITftTTIH v 1� jj I yir -' j> I/ l 1.--.I 1 _1tr—i. -bYMEI@YM DSO _ _ 0_ _ _ _ I p �% i ' 7f i � v a_� rmsoRl _ _ p-- 1 gg 1/44:, , <al b _ j�j WI 4, I I I I I -- GIRDER 1RU :� n /% wr_ruaya B.P. _ - II `\ 10 B.P. Ir' B.P. ' IB.P. \ B.P•I t • III I I _ CIS - t -�y\` 3 , -- t r /00 I I ��y ` try w�o'w°�wza� _ _itlNII `-1-T Y $ I IL —wn tr aww.iacw na. . - . — . —. —• —• —. —"`\\ I_ `WAIL LINE BfLOW �‘A CP ROOF A'ERK WC BELOW MID & UPPER LEVEL ROOF FRAMING PLAN 441",r =0 1/ l i I I II II I 77 II II I N I I II, ' I I I Ill I a-1 1= ClI 1 I 1 . I � I I 1- G I iii.: I ffl t WJIII I I I I 1 I I I_ I i�I I I I I I _ I �. I . jI f/If 4I I II I I I I I I I I I PV II I'p '�'` I G c)� a 1 I °.P. „� • y o orme IB.P. IB.P. _t_o. r-c v sr,._Ohl 1i, ,,,FF r II I I I I III I,�i B.P. 'IIi !° I I/1�I� I 1 I I Qy 'I "I. liti • II, rm JII ° B. I I I I I I ;..., 1 ./ 1 B l �/y� II ill I8.P. '- °- '. I I I I I II "' B.P. =3=_ ii m I I �{ -=—=-_ -_ ____ V ' Bm ewi. N 11 „� v p 1 1I II, J i I I I I i I I I I I I I II _+- -I--Iw. - ,i I+ I I I I I I'I f-r I- r I-"-+-" " I I I 1 LI --- -- -- ^9--- ----_s_„r-= = wp, ,iXwow -� nuns MO r a�M. /3 i /3, woo sr new o,or xn,r at TM. i1-0• 14.-0• / 2?-0• , 7-0' , UPPER-LEVEL FLOOR FRAMING PLAN _ / O • `.z o CITY OF ANACORTES WASHINGTON cDWtW BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4204 Cherry Lane STREET B NUMBER Owner: Irving Construction Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: RBD-2006-0352 Date Issued: July 31, 2006 Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 27th Day of November 20 06 m...'UT OHILN�'jy6 Ft CIAIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ I 1 INSULATION CERTIFICATE AREA DESCRIPTION R-VALUE THICKNESS f �\ a Off% _ ., n is'S c,r , r��_,_ _Ai N .1n t L . p,ts.X 4 7 i _ This is to certify the insulation has been installed in conformance wi the requirements r, indicated on this card. Installer's Signature '—fe-c-t- '3�«�/ ;'n1 - F0-cX`"•4^ Date: g - 1-5. --(p "ra.t'1 ��, ! COr X� - # r1 a Com ny Name(Builder) Address American Insulation 6105-192nd St NE,Arlington,WA 98223 360.403-8202 I JET STREAM _ ' - ATTIC CARD FIBER GLASS BLOWING INSULATION BATTS AND BLANKETS THERMAL PERFORMANCE(ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance(R-value)is provided by installing in accordance with the manufacturer's instructions,the ufacturer's recommendations, Knauf batts required number of bags per 1,000 sq.ft.of net area,at not less than the labeled minimum thickness Failure to install and blankets will provide the full R-value, both the required number of bags and at least the minimum thickness will result in lower insulation R-value. MINIMUM INITIAL MINIMUM R-VALUE* THICKNESS MAXIMUM MINIMUM INSTALLED SETTLED To obtain an Installed insulation _ R-VALUE!_. _ BAGSry,1110 SF _ COVERAGE _ WENfNT THICKNESS THICKNESS** insulation resistance should not be To obtain an The number of bags/ Contents of this bag The weight/SF Installed insulation Installed insulation (R-Value)of: less than: insulation resistance 1,000 SF of net area should not cover of installed insulation should not be should not be R-38HD 1025" (R-Value)of: should not be less than: more than: should not he less than: less than: less than: R-60 31.7 31 5 SF 952 LBS 19 75" 19 75" R-38 1200" R-49 25.3 39 5 SF 760 LBS 16 50" 16 50" R-30HD 8 25" R-44 22 1 45.3 SF 663 LBS 14 75" 14.75" R-30 10 00" X. R-38 19 0 52 7 SF .569 LBS 13 00" 13 00" 8-26 9.00" 8-30 144 697 SF .431 LBS 10 25" 1025" R-22 6 50" R-26 12.4 80 9 SF .371 LBS 9 00" 9 00" R-21 HD 5 50" R-22 10.4 95 8 SF .313 LBS 7 75" 7.75" R-19 6.25"" R-19 8 9 111 8 SF .268 LBS 6 75" 6,75" R-15HD 3 50" R-13 6 1 164 3 SF .183 LBS 4.75" 4 75" R-13 3.50" R-11 51 197 6 SF 152 LBS 4.00" 4 00" R-11 3 50" Bag Net Weight—Nominal 30 lbs Minimum 29 lbs Coverage and installation data were determined using a Vole-MOO II blowing machine in third gear with 13"gate opening,20 psi air pressure and 150' R-8 2.50" of 3"internally-corrugated hose "R-18 in a 65"cavity Conforms to ASTM C 665 and This product conforms to the performance requirements of ASTM C 764,Type I,and cancelled Federal Specification HH-I-1030B,Type I,Class B ^' Federal Specification FIR-I-521 F. R-values are determined in accordance with C 687 and C 518 R"means resistance to heat flow The higher the R-value,the greater the insulating power To get the marked R-value,it is essential that this insulation be installed properly If you do it yourself,get instructions and follow them carefully Instruction do not come with this package '"Independent testing shows average setting for this type of insulation is 0 07+/-0 03 inches,affecting the R-value by less than one half of one percent, which is thermally insignificant EQUIPMENT REQUIRED Vole-Vetere is a registered trademark of Unreel To achieve labeled R-value,this product must be applied with a pneumatic blowing FRAMING ADJUSTMENT machine and a corrugated hose with a minimum 25"internal corrugation,a mini- To compensate for framing members,the number of bags per 1,000 sq.ft.of mum length of 150 ft.and a diameter of at least 37 Coils in the hose should not be area to be insulated should be as shown below. less than 36"in diameter Acceptable material feed rate is 5-35 lbs/minute Recommended feed rate is 15-25 lbs./minute. JOIST RAGS/MSF BAGS/MSF R-VALUE _DIMENSIONS it O.C.FRAMING 24"0.C.FRAMING BUILDER'S INSULATION STATEMENT 2x4 312 31 a R-60 2x6 30 8 31 1 Batts and/or blankets have been installed in conformance with the above recom- 2x8 30 5 30 8 mendations to provide a thermal resistance of .. 2x4 24 8 24 9 RVALUE THICKNESS R-49 2x6 24.4 247 . _ ._. _ . - ___ _ __ - - 2x8 24.1 24 5 2x4 21.5 21 7 Attic Area R- O p at ,e Inches R-44 2x6 21.2 21.5 Sloped Ceilings R- at Inches 2x8 20.9 21.2 2x4 18.4 18.E Walls R- at Inches R-38 2x6 18.1 18.4 Floors(over an unheated crawl space) R- at Inches 2x8 17 8 18 2 2x4 138 140 Crawl Space Perimeter R- at Inches R-30 2x6 135 138 2x8 133 136 2x4 11 9 12 0 Date Installed ! O '' R-26 2x6 11 6 11 8 Blown insulation has been installed in conformance with the above 2x8 11 3 11 6 recommendations to provide an R-value of R- SF using 2x4 9 9 10 1 R-22 2x6 9 7 9 9 '-&' bags of this insulation to cover )Cf 0,S square feet 2x8 9 4 9 7 of area at a minimum thickness of 15 inches 2x4 8 5 8 6 R-19 2x6 82 84>R l;K', �+rx� 2x8 79 8.2 I1A.4 ontractor(signature) QY\94—x PCO.d—> Steil \ViYI Ie) ('O(n R-13 2x6 54 56 Company Date 2x8 51 54 Home Builder(signature) 2x4 46 47 I R-11 2x6 43 45 5 1)I M1� 0- 3-f— ' - Date � 2x8 41 43 l ► , h ' ��� kNauf BW-AC-14 NOV 2005 KNAUF INSULATION GmbH One Knauf Drive,Shelbyville,IN 46176 (800)825-4434 ext 8300 FAX(317)398-3675 www KnaufUSAcom C32005 Knauf Insulation GmbH 0621204-1 0002 07i 31/200 002 4 GL`r Y 0 .._ 00.20 City of Anacortes Pe n> Perm t#Feds G�OJd BLD-2006-0352$10, • 904 6th Street P.O.Box 547 Issue date: 07/31/2006 Anacortes, WA 98221-0547 Expire date: 07/31/2007 4111CW (360) 293-1901 Job Address: 4204 CHERRY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence Owner: IRVING CONSTRUCTION Contractor: Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 Phone: (360)293-6354 Phone: License#: General Information: Fees: Lot Area 9600 Plan Review Deposit 100.00 1st Floor Square Footage 762 Building Permit Fee 900.50 2nd Floor Square Footage 887 Plan Review Fee 485.33 3rd Floor Square Footage 1224 Mechanical Permit Fees 121.90 Garage Square Footage 576 Plumbing Permit Fee 153.00 Building Valuation 286354 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,126.00 #of Clothes Dryers 1 Sewer GFC-Residential 6,397.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 10,853.23 #of Gas Piping 1 Deposits/Receipts: 100.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 10,753.23 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 3 #of Ventilation Fans 5 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL/� LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CO�/NSST/RUCTION. SIG/ A�Tl2E OF OWNEPrlO UTHORIZED AGENT ISSUED BY �O0n 0615304-1 0006 06/02/2006 002 4 erwdt Fees 006105 168.03 G 5` x O . . ff. City of Anacortes Permit#: BLD-2006-0389 904 6th Street Issue date: 06/02/2006 I .,.,� i�,. L. P.O.Box 547 Expire date: 06/02/2007 7` '0 Anacortes, WA 98221-0547 Job Address: 4204 CHERRY LN Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Foundation only for new single family residence. Owner: IRVING CONSTRUCTION Contractor: ' Address: 819 COMMERCIAL AVE Address: ANACORTES WA 98221-4130 Phone: (360)293-6354 Phone: License#: i General Information: Fees: Building Valuation 3000 Building Permit Fee 38.50 Plan Review Fee 25.03 State Building Code Fee 4.50 Total Calculated: 68.03 Deposits/Receipts: 0.00 Total Due: 68.03 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� Q CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. v l ✓� sr/j �.Pn.r.t.{0 �eG�� SIGNAT OF OWNER OR AUT J�OED AGENT I SUED Y • r,s-.n nnr, . r . , 'rif: fi,.. 4 ryi::,1:" '77 ta + r it 77;'"k,tw �"'6:7.(r :;�w fr''#' 7.T. 3:77, era y's-77,.k7,,rT.rrkT` :i r7a'x?771 11 5 FT4: C* ,,rf"R"y*'. 7F7;^s "t, _. �.. x Y 3 S}rii t1 i: di: '' , Glrr `}t'.e",A�t t2 v�` 9° C3hJ"Y.,', �si},ksk j' 5H7)A 7h"`M1r.I C� Sxt �s-H`jfr i kH r 2 Ili,".;• x 3r3 va C ; t E+r H r c ,ua F. 0[ I 1 c' 4 1 wb ti o }rt ,+c J 'akYPo'-ii ",f +Jtc+'` {• � � a rxrr n u a a { �`� ��nr �.0 4'�+. Far .&.�,+i 'l>.r,9 @'k^:A,r"" ,,`��°r., ;r�,�''S l H t d` 1 YIf m'^ i �} ;n t � F..F G sk{�^^j � d ''Rcv 2 HE'.+ rjh.ei'^ e ri sz { Ct�' i t 1,.?':[:, i. s,,V; n y �1�,,, s} I p;tla 4 'i:�:i ;s1i- I rH}i'x- -r„ fc,jy !,,,fin t id a.sXf i i` ;I, " c,.(T,i!..f� ` p;:'it "1 t " ^' tin Stud '.:l'`leK "1c.' r©t40t q22 'p r' GI., £P n F � 1k n... ;,4, r ;:,,,: �' rc). ',. :r`'''C Q+ry"i. iI—...:saLxvz....,.....,_.�,._�.u,...irv{u...�.,.uLn:.�,vz_< i� > '\�: czs...�..,..w�.n.k . ,.+,.�-su)ri��.,£....�"xS' a6v�e �' � ``''� 'kp."�s :cu3.xf � �Y �'�i ' S`3i Site Address: 4�4- C LI.ER1zy LANE Parcel No.: 1 I 2.4-024- E Lot: al( TH OSZCyk .bcBlock: Div: Addition: , -,,,' IjI 4., ,011 isY •i ''�:try rt�;:q.,Lt i vn ?u 3,� zk��a ` y'10kD 56)a`s Iru°,,(?5p�k�7� Tr. a''�, ' �fi 4-,Ord 4ifliallI kflOrO•ltf:.iIii•!:Xv .(2.i! ^ tr Name Name Name IRVING CoNSTRoc,toN toRitoRA1io.1 NbRi2uAl BRNK IRvU1G Coast ucy'lont toRPawkcto l Mailing Address Mailing Address Mailing Address 819 CoaAMEReiRL RVeAUEt So tie G, P.o. boy. 58D glq CnosteciRL AUHNvE, 5uCrE 'g City: State: Zip: City: State: Zip: City: State: Zip: Rt1AcoRYE6 I V ft 9822.1 StswA16.N4 , , VA 982Z8 RNJ1coateS , W A 4az21 Contractor Lic.No.: I RVI N CCb44-K PhoneNo.: 3b0 2q3 G354 Phone No.: 31ob 133- 3bSo Phone No.:3//0293b35Q-ExpDate: Contact Person: 3o41.1 CNWLE4 or $co# /raving. Phone No.: 3fa0 2'13 6354- k -" a r "S.1' "^r. r u ''” {s a r ++ :r, yV ;u 4It n {t un m a vy rI r i 7 rn r , m, a G•, ,,,P a' i r ci,'Yl x rtnt{ T,T tr.t 'i.rS" s t ,1, ")1°nl E: � g r f 1 ' ,AiVr :.....l�t B ya i w:72.1 i'izt.*nriA'1z�§;I'V.f 1I n� 'rs,` : Wp?ri ^� ham,,. 2.JvY,. v .„; r` c� .,.^ a„� („lsx 'n, !. air.—. r,.' �� nnd. w ,; �^ > .;sa '� Hsei W:Hi,o lidra.. PM �'+�H"n"a b" is (Check One) / Single Family: J Multi-Family: Apartment: Condominimum: Senior Housing:_ Retail:_Office:_Restaurant:__ Manufacturing:_Storage:_Bank:_Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: NEW ZES%be.'ct -- ;" s i h ; ,'1',/,J0;:'.Y ;,r,W3in 3"�d in ,, , O : jtj l*',y+a s .\. 41,P4::,.•- d!", t -. „{'Sf✓'i"' ,, . • Xr ;S_� y < c r.rt k. . v ry*f;.r6 ;p�,.„ai ;d..f��u"�,xn���` 6¢!il,.�A1���iv_,E `T��t,S" m��;����I�� �'��➢l�rfHA�i���{{,✓c�" �5�`r �{- 61,rp0y Street Setback: Zo ft. MDsL8J• �:_ Q�$-7 sf. (Circle Y or N) 1g Side Setback I o ft. uppz.w/,3rd Floor: 1Z,24- sf. Illet8 Shoreline/Wetlands Y 69 2"d Side Setback: I O ft. Basement: -sf. Water on/Adj.To Property Y Rear Setback: ZO ft. Occ. Group: R-3 puff 0-I Soils Report Y i3 Use Zone: R-f Carport Area: sf.,,,Il Sensitive Area Y l Type of Construction: ntotl—Rart�b Garage Area: S712 sfJ tecomers Agreement Y 1C) Lot Area: Rtirb sf No.of Stories: Tref-Ltuet. Fire Hydrant(250 Feet) ® N No.of Dwellings: I Building Height: - ' 274 n" Variance Y Lot Coverage: 2537 It 26.4'Jo Deck Area: i bp) sf. Covenant Y / 1''Flout1 ,sf 7 2,31 o /Le&o Flood Zone X A AB VE Lit,, dk aS� 359 Project Valuation(Labor and Material Cost): t 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 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 o m OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE CAMP LIED WITH W . "OR yTt CLUDmo CALLS FOR INSPECTIONS. .p�F�A 5 I�fr r I I SIGNATURE: • (ems 1 , ATE: Eib-Dip ] i of "'r`y 1 i c?.is`.}v I?F 1 li .tti lil 4th • i & 4 p '.„u ,�.pp 4 v, e�FRR 4 ip 1 4 ➢ 5 R L+i. 4 G iV � 4` e ' 'u" Yf � �a lb 0��t El. Y1 r ��F IS i �� {� �m',Ant' f; "9i "ft`ui I rs AMa 1 e e ''r t �n W a... rJ Site Address: Q'Zac , e-HalZ`I (,ALOE Parcel No.: f tZk'O24. Lot(s): 51 Na<ttMAtaDit Block: Addition: I Contact Person:n" S` ��g Phone: g§ Y t�.4..941tiW ':iury -: ':6.. R n I u? yJ .mn. ..!®'."'..,.. S S�pw a %. Name: IRYINg. CoNsilzoGTtrot 2oRPo2AT1oM Name: tR?nMG EostStzue.--ror..1 CroRQoCtvnno NI Mailing Address: SI9 CbMmFPPtRL IWE._. SUICt. G Mailing gnAddress: 8t9 CcM 'g2GtAL AVE. SUrtE G City: At�acolzrE5 State: Zip: `1B Y Z21 City: WgOai'2S£r State: W1. Zip: 9822 �i'Phone No.: Zbb 293 63 Phone No.: tit, 243 (c3v-t- i No.: Type of Fixture No.: Type of Fixture 3 Water Closet 1.5 GPF Air Cond.Unit HP Z, Bathtub Refrigeration Unit HP 3 Shower 2.5 GPM Boiler BTU/HP I Dishwasher 2.5 GPM 1 Forced Air System BTU 4. Lavatory 2.5 GPM Floor Furnace I Kitchen Sink 2.5 GPM Wall Heater 1 Clothes Washer I Clothes Dryer Unnal 1.0 GPM 5 Ventilation Fan Drinking Fountain I Range Hood I Floor Sink or Drain Pre-Manf.Stove or Fireplace ✓ Water Piping I Gas Fireplace 3 Hose Bibs I Gas Water Heater Back Flow Prevention Device ✓ Gas Piping Other(Describe) Other (Describe) THIIS 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 AND VOID IF PERMIT IS NOT OBTAINED WITHIN 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 AUTHORIIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERING THIS TYPE OF WORK//�� WILLB BE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. SIGNATURE: Ael...., M... 0y3-X DATE: I b-o6 I'1 4 A-2b¢ ttfetity Residential Energy Code (Simple Form) 2003 Washington State Ventilation & Indoor Air Quality Code j 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form, please add all relevant information to your construction plans. PART 1 Whole-House Ventilation: select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan, which usually does double duty as a room spot fan, is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM 4 bedrooms—105 CFM X� For other options contact the Planning&Permit Center. /"B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) _C. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen, living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) _D. A heat-recovery ventilation system. (WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 �2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 , R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. • Total heated area: sq.ft. Total window area divided by total heated area=glazing % Updated: August 24,2004 Page 1 of 2 INSTALLER"S CHECKLIST 6 mil black polyethylene covers the crawlspace area. i R-10 insulation is installed at slab perimeters or beneath full slab if radiant heat is to be installed. Windows of correct U-value are installed. Window vent ports,if they will be used on this job, are installed. Openings around ducts,wires and pipes are'sealed with caulk or insulation. Waterlines in unheated areas are insulated. - Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan, if required,with a sone rating of 1.5 or less is installed, with timer or dehumidistat. Windows and doorframes are sealed to prevent air infiltration. Exterior doors are weather-stripped. Baffles to maintain vent openings in ceiling are properly installed, Correct insulation R-value is installed in the floor,walls and ceiling. Insulation is installed behind partitions and in corners;fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. • Furnace is the correct size. Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. Updated: August 25,2004 Page 2 of 2 4204- b+>ay LAN.)e- I Please use this attached checklist and sample site plan to aid you when preparing a building permit application. RESIDENTIAL SITE PLAN CHECKLIST • , Residential development [single family or duplex] Public Works Department review This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improvements may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submitting your application IDraw the plan to a standard engineering scale [1"=10', 1"=20" etc.] V/ inciude the owners.name„the parcel ID number, site address, and north arrow. /Show the lot dimensions, and the adjoining street names. a Show location of existing sidewalk curb and gutter, and the location of the proposed driveway. I Show the location of the required rock construction entrance, CJ Show all easements, and critical areas such as streams, wetlands and steep slopes. chow the location, dimensions, and distance to property line of all existing and proposed structures, including drain fields, septic tanks and wells. tit7Show the corner elevations of the site, the general slope of the site and show the direction of surface water flow using arrows [plus or minus elevations from one set point are acceptable]./ R' Show the proposed soil stockpile area. II/Explain how runoff from exposed soil will be handled during construction. o Example: silt fence, catch basin inserts, straw wattles, and diversion swales, covering exposed soil with plastic. 1 o Show the location and type of proposed erosion control measures. C3" Explain how roof and driveway runoff will be handled. o Example: dissipation pad, infiltration system, curb drain, dry well, connection to storm sewer drain. o Show the location, size and type of the proposed drainage control features. ; E3 Show the connection to the sanitary sewer and the water service connection. . I Show the distance from the front of the building to the nearest fire hydrant. I t '' CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: )/�(> y d ��'� Date: 4 O I Contact Person: h" Con i Phone No.: a93 -29 3 SY Assessors No.: P/1-40a4-/ Lot Block: Addition: (Building Department Checklist for Completeness) OK NA OK NA O Fire Department Access 41 ❑ Fire Hydrant Located within 250 feet ❑ Fire Flow Required LJ 0 Shoreline or Wetlands ❑ Site Plan ❑ 0 Covenant Approval ❑ ❑ Variance Required Q 0 Regulated Slopes 1 ❑ ❑ Plat Facts and Findings Compliance ❑ ❑ Survey in File ❑ ❑ Fill on Site Received and Reviewed by: I Date: (Engineering Department Checklist for Completeness) OK NA OK NA 0 Water Extension/Meter ❑ Sewer Extension/Connection ❑ Street Improvements/Sidewalks ❑ Site Drainage Plan ❑ Covenant Not to Oppose Future LID ❑ Latecomers Agreement O Street Drainage ❑ Driveway location,slope, culvert ❑ Storm Drain Extension \ � Received and Reviewed by: � Kc� � Date: � S'/ -0 FURTHER COMMENTS Zoning:A, f vd Lot Size: gin do ,SF, 1 Coverage Allowed:l9 3 300 Sri 2 c t`� Actual Coverage: a (o J1— 3 /� iP L' LOT 45 Adjacent Lob Existing 1 I =9° _ _ 1 aBO.Wa /' 19l TaN amcve wctn MEM m mg H6Pwn uX Yr94a W+O11X WxCk1E v4Wu@p 16m any L �3�/ ERmu, mMwm mOFA ne YMEM MPaa111E BISOLOS F0X"F Y4LP 1Iy 9,600 sf �� wu 1 MvaenlMr RSEN a art 1 = The Orchards" E e 1 XMNu FROM unvevuME Ea III Anacortes, WA \ *q 4:7 .;, TrThr290 11 g r 1.Oplmnal Con; Pan 21-0 2t-0 a• m sry I 289 rd' i1 ' - 14.1� ma Mmanor aw`-- 1b ryP1m r____, uC 1 S 1I le.pm \ — 4' s k 'l�pp , Optional Deck t8 °—'90- __. r__ - n-f°C .I Iking@±291 \� I 1 ' 11 TIB Declung@±29125'r___ -_- sprlpgm mG I l-_lm"J FuTi'-Y5BCtr--' E� 299 1 I' 28A FGAF 28]50 1 TON.29050 113 Ii g ToW 28890 0 io 1p / Ia1 11_ 1 1�SET FaOLPNo I -�,�$ 0. Ressd$nce p 1 La mxsmMnox 8 $ a 1 N :1oi 1LL 9•_x- I 16_ LOT 50 r m o Adjacent Lot LOT 52 — / �I j 40ANG �I� E. Adjacent Lot I WEEPER au MMmr SEEM All/ 4 — 1 / "am ate„ $ SEWER COMM am a EonM+Mu B I I +1 Porch '1125 .1 g a lj •/ ______ _ p I o6w B.c 11 1 8 a ,._.ten' Garage i";'I .f L 1 '2N g 1 I• I I c `FG.AF E89.50 OVU 9 FGAF 28700 •� 1 , PMwMnXMr TI'ITI q .LAB ELEV @DOORS±289E;D I 1 196 _ 1 I • �� —� SLAB ELEV @ DOORS#287 W Ell 1. II ��ID�9�[� c ____ _• ___—_-____ i__e• N , ,( GRADE 28650 I I • 2 —�_�_—2sa— 1 1.'. I 20 FRONT SEmACK1UNE j •I I § / J % . , '\ j 1 .XON,Y j I• a I\ • I d/' PROPOSE]m STA — _ / I I amp,ELGnm/LEPIII X— ��:Wit vnun EesEu¢Rt — — — — �^ I •" ma-4w ROOF NO a'"'"�" PROPOSED SS SNP. '~--=r - WWMIIxATOM/OFFlN , L,==li __.• .- _a-w_ _—•—•-�• = a' ..„ SILT FENCE CUM •— '•I"�""'f� ' HE xrtawrwmmwmra i5'.= npp �msquclmx uanXm uou/cw.w. I. " /i NORM OF PPS PROPERTY CORNER a mxsMwTM Mawm waca I _ J IT°Tls mrPmF "RAW.wrl"Puu M I — meimammia es =NIaM=P.„, meEur 1 '/ '0'`-nd/TOWP'PMaatamea — — N 11939'E BD.11 �� �I/ — — mxcasESIMMSWSSIRFFPORIOurPMOEwuwpPa I/ `) I ❑WPM Pa 411 MANE WHO-Or P'.FtiID XW CYX9 M ASPR"TMaTE LOCATOR /`, SLT FORE CAT OR DURING CDNSIRUC➢GN.THE RUNOFF WILL (<^J Temporary BE CONTROLLED WITH SILT FENCES AND YCOVSniEneel Benchmark ADJACENT SHALLOW AND DOWNSTREAM SWALIES RERE PROPERTIES. CHERRY LANE ' RIM AT SSMH ANY OR ALL OF THE FOLLOWING ADDmONAL uwm-Ear — — — — METHODS Will BE USED AS NEEDED: CATCH SSMH j 8-101: I BASIN INSERTS, STRAW WATTLES, DIVERSION RIM ELEVATION 0 1281.63 114 SWALES, COVERING EXPOSED SOIL WITH PER DEVELOPMENT PLANS PLASTC. STREETS AND DITCHES WILL BE CLEANED I1 DAILY OF EROSION RUNOFF, IF ANY. 1 9�'�P Job ORChAt 41� el e t Lot I �'s' CITY OF ANACORTES Tide Y t '.'"; Engineering Department Calculated by DATE 6 - /q-O& a 360.293.1920 Checked by DATE Sheet ' of / SCALE N T S I II nimili...79g liii: �� ' " ff,!' . Ali■ INI df - a. �...., r1 11,7,57'i :/ i i - 1 -I , 1 1 1 -ell 1 f e - - Cam— TiT 1 I 1 il • t g 1 p Z _0i L -i 1 1 i - 1 L_ 1 {-- I f--r- -1- I !- --- - --- �. F !— L I - I L 1 i 1— II , I i I-- 5 r - _1 —__L -- i. 1• t I i 1rir • p� _L , 1 _ _I i l- r —. CO i I fi 1 Ill -7 -� 1---- at iti 1 I 14 Fil 44T I I 0633303-1 0122 11130/2004 001 • f-ti;ti t Fees 00728r_, $61 ,00 GS`r Y Qom., City of Anacortes Permit#: BLD-2006-0790 • , 904 6th Street Issue date: 11/30/2006 P.O.Box 547 Expire date: 11/30/2007 CO: Anacortes, WA 98221-0547 Vtleiretql COW?"' Job Address: 1320 10TH ST Permit Type: Reroof Single Family Residence ANACORTES WA 98221-1902 Project: APN: P55613 Remarks: Remove existing roofing, install tourch down roofing over solid deck. Owner: HALL DARLENE K Contractor: QUALITY NORTHWEST ROOFING Address: 18319 OLYMPIC VIEW DR Address: 880 W ACKLEY LN EDMONDS WA 98020-2347 OAK HARBOR WA 98277 Phone: (425)771-9249 Phone: (360)675-1225 License#: qualin066oj General Information: Fees: Occupancy Group it-1 State Building Code Fee 4.50 Building Valuation 5800 Building Permit Fee 56.50 Total Calculated: 61.00 Deposits/Receipts: 0.00 Total Due: 61.00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ten, 0 f 'nil V^ SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU D BY N. ,�_ J 7,te r (-f/;1UL, N - -•'• - * .+ r''' Vir (J.- \I. , nr 1 • . . i I . ..6. , . ., FT F117 A r yrt 'k1 • r r 4 . i V r _ r. ••y a . I ..... • * y 4,' ` ♦T. •p •. - q• le<ti • • ;•. t,`'r"' . t. , i ... i' , ,.' ` 1 • ,i , . 1 .1• �' i 1 . C ,iyLfk 1' , *P •4�~�f;I. . r �•.,'le .ma y �; 1q� . '1 }, `' �.r r' I ? r R� . �.y • ,y����RA `' R_ �� �+Y 1 �. 1 j a � 4 `'... it • e ,• ` , ,, • it �,. et 1.•,` .- _ . i IV AY' I, •, .i, t 11.tkiL .al 1 - . '% f 4 V. s' i".r • y• ••• • r 4; *V•N•MO 1 li • , • ' 1 . . 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J ' ff.- , . -3, .', '' ‘1( . .-- 461 •• , ' - If- 1 •)1-. 41* r• 41.1 . , A."- - r..*•••••16 ..„ ),. 16,, , .6,, • .• • A.. is ,..3/ elk ..t• _ 6, •• .• 111. ..,/,' .4 A • • • 4. ;-1 16.. . - illillak''4* - ' '1.111,41tift , •t 1*.i.,4Y# '' .1 -•1' 4 ...4, ...I.-0 ' • . "" 1 .., - 468. 4 .s• , r . 4 21 1:r • • ' Jr*, Iv 4 , 44 4cs-i .....• • , ‘ i •-i,r.: .,11; -,- . ii., • s . r•k ,.. _ „k —.I -;), . . i 6 P " 44 , • It i, I , 6I 6.,' ii i _ • L *44 - .• r , •i t • , i - 4. ' ' f iii... . : StVP / ilir 6 it k *s , • _ ,..i. fe..4,,„,,. •. . • . f _ ; ', , ! N *. '• '. • ' " 044 404'0114:1 .1, 6 • iLl* f ltf ' P • . •41 iair •i - tr,'A$ i. • 1 . M 4.11 i‘i'-4/' '..e' . ' 1..... •,,b I. . T .. • , .,ji.... • ,4.1 i ii, .4. .4 ;r. 4 ) i • ' i, , t t• •• • ,441,„. ,.• •''• ••• 6 a f T - • :a�.. Public W- orks orks Engineering and Development Services Residential Inspection Address: ci;ZQy ate_ Lvi , Date: Owner -r-rv,,a Contractor: !� Inspected by: 1. Water Meter Box vg Set firm and level to finished grade or backside of sidewalk elevation. EN Lid and box undamaged. Water meter and customer shutoff installed. j j No debris. • Accessible—no landscape obstruction. WA ❑ Driveway installation has drive-over box and lid. ® Customer gate valve intact. ® No leaks at connections. 2. Curb and Gutter © No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ® Expansion joints every 15 feet and at driveways. jj] Concrete has broom finish. ® No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. • 3. Sidewalk No cracks, damage,graffiti, footprints, finishing blemishes, or other objectionable marks. VI ADA compliant— 1 percent slope to curb. if road frontage improvements: [zg Expansion joints every 15 feet and at driveways. [ Concrete has broom finish 4. Driveway Approaches jNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. jiZI ADA compliant_ 5. Streets . 10 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 RI Inspection card signed off and/or verified in Building Department database. ® As-built record filed in the address file. • VI Screw cap(s) installed on clean-out(s). ® Clean-out(s)set at finished grade. 7. Storm Drainage [ J Inspection card signed off and/or verified in Building Department database. in As-built record filed in address file. tia Not blocked or diverted to adjacent parcel. 8. Public Utilities Out of Traveled Way J IA ❑ Concrete collars around City utilities. �i Final grading ok. ® Restored to prior condition or better. 9. Landscape ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. [K] Sod or seed in place. ❑ Root barrier(receipt filed). 10. Erosion Control Measures - [k BMPs removed. ixe All debris removed. Site dean. [XI Permanent vegetation established. Revisions/Date LOT 45 '410 PROJECT INFORMATION Adjacent Lot - Existing PROJECT INFO : This project consists of a new wood-frame, tri-level, single-family residence with a crawl I space, attached private garage, and front porch. �>w OWNER : Irving Construction Corporation ,-4 q +' N 29 CO _ _ S �'29'39" W 80.00' _ _ _ Ana ortes819 mWA 98221 ercial Avenue, Suite "G" = N 360-293-6354 Phone a 24 RE5.-0" RPEMINIMUM FROM INWASHER CAPPED REBAR O 360-293-2979 Fax O REAR PROPERTY LINE WASHER NNLED IN CONCRETE9 INSCRIBED LIBBER 22960 I L ,' °• •. �� PROPERTY CORNER ELEVATIONS ARE � V cM ,,a• ' 10'vl2' APPROXIMATE EXISTING GRADE PRIOR CONTRACTOR : Irving Construction Corporation 0) 9,600 3E CONCRETE PAD TO DEVELOPMENT (BASED ON SITE O „j,y w I n n • , FOR FUTURE z CONTOURS FROM DEVELOPMENT PLANS) 819 Commercial Avenue, Suite "G"The Orchards SHED • ° Anacortes, WA 98221 `{" a� U Anacortes, WA I ; I 360-293-6354 Phone Q „tie t O 5 0 360-293-2979 Fax I: ,... 20' REAR SETBACK LINE sCI C 290 PROJECT ADDRESS : 4204 Cherry Lane 292 EDGE OF CONCRETE Anacortes, WA 98221 (.Optional Conc. Patio LEGAL DESCRIPTION : Lot 51, " The Orchards " M 1 .• Pao t 290.00 : ° Th_ . 2A-O; I PARCEL # : P 124024 C • - , CONTINUOUS STEP. . 'o i • 289 'vi `� r9 ASSESSOR'S # : 4882 - 000 - 041 - 0000 ti \ b e• S2 -,, ''EDGE OF CONCRETE BELOW / / 4• 15'-0" DECK r----1 0' r�� fi OVERHANGS r , GP' C� . • 1 1 `c' o I .-INDI INDICATES ' ' Optional Deck T r FOOTPRINT U r CANTILEVER -1 L--,4 'b C ca I FUTIIIRE 15 0 x 10-0° o t CODES : International Residential Code (IRC) - 2003 {�' biA International Building Code (IBC) - 2003 c �� HOT TUBIO 'Decking @ t 29 L25 f I IMC, IFGC, IFC, UPC - 2003 LOCATION I d 288 I o _2q0 L - F[i,A 3? 29BOtY F.G.A.F. 287.50 Washington State Energy Code, VIAQ C 5 T.O.W. 290.50 YI g T.O.W. 288.00 0 •S aW g I'12 IR 1 � ^ OCCUPANCY TYPES : (R-3) Single-family dwelling •It � / oho u SILT FENCE DURING g It I IN w CONSTRUCTION (U-1) Private Attached Garage .5 4 a Resid�nce 8 z es a) iu w F w co LOT 50 CONSTRUCTION TYPE : Type V, non-rated O 0 � ao I� ± 10'-9" I 58'-6" 10•-9" N - w Adjacent Lot Lv, < BUILDING HEIGHT : Tri - level ( t 27'-0" ) 1 no LOT 52 — ��pp 4UTURE FENCE E C7 0� ATTENTION EZCAVATOR: AL 4UL LT. See front elevation on sheet# 2. 0 ��' VERIFY FOOTtNC ELEVATION ° O = .tAdjacent Lot ` WHEREEVER YOU CHOOSE SEWs ^�TO ENTER THE FOUNDATION vSEWER CELEVATION OF ONCRETE SUB ATI GSANDI . •' ~ a .� a BUILDING AREAS : 2,873 sf Living Area z Q y o L : • • . i See schedules on sheet# 5. — g g I �" I '- N Porch 4 �. .3 g ° i Z LOT SIZE/COVERAGE : ± 9,600 sf Lot per Plat w to 8 44 r WATER -_-` Y. ° b.__W ' • -I 8 ( 35 % Maximum Land Coverage --3 o E ` - -.- $m I *i g -__= Limit by Buildings = 3,360 sf) 0 a ri o u. 1 I• �r_1 r_ _ Garage ; 2,537 sf Building Footprint=26.4% of Lot 0_ e 4) c •I-1 GAS I •1 c * [� a ., E. 8-- i i 1 ` F.G.A.F. 289.50 ` ^ : o I' lc F.G.A.F. 287.00 IMPERVIOUS AREA : Roof ( plan view } 2,864 sf 0 o iu Concrete Drive, Walk, & Planters 923 sf Z zQQ >' l lc I J POWER 7N/PHONE }� Optional Concrete Side Parking Pad 501 sf Q • 1 SLAB ELEV.@ DOORS t 289.00 I I \ > I SLAB ELEV.@ DOORS t 287.00 \ 4 •0 % _ • �— • I• 1� > Total Ieervious 4,288 sf Z 8 % • n • I ` TEMPORARY SOIL_� \ , •• .• • 3•'. I 1 • r� V STOCKPILE AREA •+ •• ' • •I O C}��� ,� TO FILL IN FRONT CONC. WALK/STEPS I �' A g 1 / 1 YARDLAGAINST EVEL \ GRADE 286.50 I o DRAWING INDEX ,4r� 5� o �� ____- gas ;� •i 20' FRONT SETBACK'LINE �� 1 J 1 1 J• = ------ SHEET # DRAWING DESCRIPTION (w °"C J c 1 I\1 / CONCRETE DRIVEWAY < 1 1'' ) * 2�q 1 SITE PLAN LU , •z 0 I 1 ; / I •,`� 4) / PROPOSED SD STUB. SITE SECTION(s) V E ( • I i VERIFY LOCATION/DEPTH. y TIGHT-LINE ROOF AND PROJECT INFORMATION c.) • • y,— -�L �- �- �� - a FOOTING DRAINS 0 �/ 10' PUBLIC UTILITY EASEMENT N u / 2 ELEVATIONS Z " o PROPOSED SS STUB. IPP�`, • T- . _I ° . /a VERIFY LOCATION/DEPTH. X. NOTE: ALL UTILITIES UNDERGROUND • CONDUIT UTILITIES UNDER DRIVEWAY /C7 • ,e��' ' •,�..1y, 4' ` • — • ' — • — • — • — ' • — ' • — • — '2' 7� 'If-., o` FIRE HYDRANT APPROXIMATELY 37 uF+u U U SILT FENCE DURING . •� NORTH OF THIS PROPERTY CORNER, ON T `<+ ;In ti� CONSTRUCTION REQUIRED ROCK/GRAVEL - )' •. •/f G K+=� THIS SIDE OF THE RO.W., IN FRONT OF 3 FOUNDATION PLAN a _, CONSTRUCTION ENTRANCE ASE I c ,� LOT 50, PER DEVELOPMENT PANS Q,B +,,, ^, i UNDER THE PROPOSEEWAY I /� �' tiQ (VERIFY ELEVATION/LOCATION) WALL FRAMING PLAN ( LOWER - LEVEL & GARAGE) GV� y 0 ��� IMMO ill N 1'29'39" E 80.00' / CONCRETE SIDEWALK THIS SIDE OF R.O.W. ONLY PER DEVELOPMENT PLANS I / , li WATER METERS 4 FLOOR FRAMING PLANS ( MID - LEVEL & UPPER - LEVEL) 'a, a I a a + 5 WALL FRAMING PLAN ( MID LEVEL & UPPER LEVEL) SCHEDULES 0 crs APPROXIMATE REFRIGERATOR RECESS FRAMING DETAILers 0 N EXISTING CURB-CUT PROPOSED NEW CURB CUT STREET LIGHT LOCATION L, i M SILT FENCE DURING a."3 CONSTRUCTION 6 ROOF FRAMING PLAN ( LOWER - LEVEL ROOF) �, '4 D Temporary ROOF FRAMING PLAN ( MID - LEVEL & UPPER - LEVEL ROOF) U „ 0 �� Benchmark TYPICAL WINDOW/HEADER FRAMIN9 HEIGHT DETAIL(s) a — — CHERRY LANE RIM AT SSMH 7 BUILDING CROSS - SECTIONS `luu ¢ e U DURING CONSTRUCTION, THE RUNOFF WILL CENTER-LINE — TYPICAL WALL SECTIONS < �: BE CONTROLLED WITH SILT FENCES AND SSMH H 8-101: STEEL BEAM - to - POST CONNECTOR DETAIL 3 Q SHALLOW SWALES TO PROTECT THE RIM ELEVATION ® t281.63 (� U u CN1 • a ADJACENT AND DOWNSTREAM PROPERTIES. PER DEVELOPMENT PLANS v 8 ENGINEERING PLAN U M t ANY OR ALL OF THE FOLLOWING ADDITIONAL �l 1 ( COPIED FROM STRUCTURAL CALCS ) �'4 0' 8a.. W x METHODS WILL BE USED AS NEEDED: CATCH A .l BASIN INSERTS, STRAW WATTLES, DIVERSION ; SWALES, COVERING EXPOSED SOIL WITH ', PLASTIC. STREETS AND DITCHES WILL BE CLEANED NOTE- THIS , �4 DAILY OF EROSION RUNOFF, IF ANY. _ RICHT � . ' J SITE PLAN ELEVATIONE IS A SAMPLE 67-D ACTUALP I _� USED FOR THE SITE SECTION. `. (DETMLS VARY- SEE PLANS) Scale : 1" = 10' - 0" �. ��. I - Drawn by: ' .r �_ - I . NOTE: TOP OF CONCRETE JMC FOUNDATION WALLS AT �i' �__ MID-LEVEL O 4 29050 UPPER-LEVEL (BEYOND SITE SECTION VIEW) LEGEND ND-SI AT FRONT. t/ - - - _ Date: AND SIDE YARDS. ill APPROXIMATE EXISTING GRADE AT SECTION-CUT LINE C` 2' CONTOURS a ■- CITY OF ANACORTES PERM( i BEN i C' May 2006 �I� ,t4,���C)V [3 PLANS F.G.A.F. PROPOSED FINISH GRADE AGAINST FOUNDATION WALL 290 PROPOSED DRIVEWAY GRADE 292 IIIIl T _ IEEE. ���— 2 ` Scale: GRADE = PROPOSED FINISH GRADE SIDEWALK g 286 - LOWER-LEVEL & GARAGE SLAB o t 287.00J PROPOSED FINISH-GRADE 28 t Na I� °���_03 �� c _ _ i"=10'-0" u.n.o, CURB-CUT ._,..--- T.O.W. = TOP OF CONCRETE FOUNDATION WALL ELEVATION CAPPROXIMATE EXISTING CRANE 284 �o?al } GG�� J / 282 - 2�pt}RESS _-_. ,. � `�`'"' `-� '" Sheet#: 2' CONTOURS SITE SECT _I_ONA OPPRovFeagYID� —`- 0. plUBJECT TO FIELD INSPECTION. CVEF'.':P 1 V - - Scale : 1" = 10' - Dec >, OR VIOLATION OF O C'BE IS NOT INC: of 8 Sheets