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1105 12TH AVE N.PDF1111111111608 1105 12TH AVE N ADDRESS: 1 1 O i a:f . TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: I "1 PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS (OTHER): DETERMINATION: ❑ Conditional Waiver n Study Required ❑ Waiver PLANNING DATA CHECKLIST DATED: q D p SCALED PLOT PLAN DATED: 05 / I / to SEWER LID FEE $: LID SHORT PLAT SIDE SEWER AS BUILT DA' LOT: ��� BLOCK: SIDE SEWER PERMIT(S) #: -7(Sq / J 6-7- GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: OTHER: LATEMPIDST's\Fonns\Street File Checklist.doc t2 o P �J'� Z&F•D � .ter A 3ti,s N� - 32i /g� IIA�t11+1h) 6 G-� 0114 NA) p G 7M. =74otj T, 1�,�20 � FILL 'r IJ` `l-.fti.ykyr H_�-;`r�1,N•��,1.`K''"�„'V�=i"''�1;�..:,..,...�.u1+L.r.i.i'•.i��e'�1��.^.'l :..-.u�,... '. :`�. i:,l�r.��.'+n1;13�..i�1.'., y,. . , I , ''r ."y„�'�r{""'v�.=^.-Nw..-,.:.mN�^-�;-•�v=.,...�:y,,.r"°�-vdu�. '~ PERMIT NO: 10073 City of Edmonds jn�. , 89° SIDE SEWER PERMIT PERMIT EXPIRESd. Address of Construction: # Property Tax Account Parcel No. Attach copies of all access and utility easements_ Verified and Approved by Owner and/or Contractor: Contractor License. #: ' fS - 4:C o/Y Building Permit #: ngle Family Invasion into City *Right -of Way: ❑ Yes . 9-No ❑ Multi -Family (No. of Units ) . *RW Construction Permit # ❑ Commercial (No. of Units ) Cross other "Private Property: Wes ❑ No ❑ Public **Attach legal description and copy of recorded easement. Owner, ontractor;' Owner or contractor signature and acknowledgement statement:, Dat By signing for this permit I certify that I have read the City's public handout entitled ide Sewer Specifications, and shall comply with all City requirements outlined therein. 2 CALL DIAL —A —DIG (1-800-4Z,545555) BEFORE ANY EXCAVATION 2 W:FOR INSPECTION CALL 425-771-0220 extensionl:�abN 24 HOUR NOTICE REQUIRED FOR'ALL INSPECTION REQUESTS NOTE: IF JOB SITE IS NOT- READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO Date: Initial: Partial Inspection: Date: Initial: Partial Inspection: Q Date: Initial: FINAL INSPECTION APPROVED: Date: l Initial: 114 As -built to Street File: ❑ fD t- PERMIT MUST BE POSTED ON JOB SITE � White Copy: File . Green Copy: Inspector Buff Copy: Applicant L;temp;bldgforms;sspermitj lg4/00 09/26/05 MON 07:17 FAX KINKOS SHORELINE i� Z 002 • EXfUBIT A, Parcel A: The East 90 feet of the South half of Tract 19, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington; EXCEPT the following described tract: Beginning at a point on the South Jne of said Tract 19, which is 19.90 feet West of the Southeast corner thereof; THENCE North 730 32' 15" West 73.28 feet to a point on the West line of the East 90 feet of said Tract; THENCE South along said West fine, 20.91 feet to a point on the South line of said Tract 19; THENCE South 890 54' East 70.10 feet to the Point of Beginning; ALSO that portion of Tract 20, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington, described as follows: Beginning at the Southeast corner of said Tract 19; THENCE West along the South line of said Tract for 19.90 feet; THENCE South 73132' 15" East 20.80 feet to a point on the East line. of Tract 20, which is 5.86 feet South of the True Point of Beginning; THENCE North to the True Point of Beginning. Parcel B: A non-exclusive easement for ingress and egress only, over and across the following described property: The South 15 feet of the West half of Tract 27, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recoded in Volume 5 of Plats, page 47, records of Snohomish County, Washington; EXCEPT the East 190.44 feet thereof. Parcel C: A non-exclusive easement for inl;ress and egress and utilitid ove4' under and across that portion of Tracts 19 and 20, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington, described as follows: Beginning at the Southeast corner of said Tract 19; THENCE North along the East line 15 feet; THENCE North 730 32' 15" West 94.08 feet; THENCE South 68' 12' 38" West 57.68 feet; THENCE North 890 54' West40.16 feet to a point on the East line of the West 440 feet of Tract 19, THENCE South 0° 29' East 40 feet; THENCE South 890 54' East 43.90 feet; THENCE North 00 29' West 20 feet; 0 09/26/05 MON 07:18 FAX KINDS SHORELINE fa 003 • THENCE North 680 12' 38" East °;3.66 feet; THENCE South 73° 32' 15" East 94.08 feet to the East line of Tract 20; THENCE North along said East line 5.86 feet to the Point of Beginning. is 0 w CITY of EDM*D SI SEWER For Inspection Call 771-320 ��RE PERMIT NO �E Address of Construction: ( � 5 ��/V ds' co 0 a a� wun,.� Property Legal Description (,Inclu# Ba�� easements): 936' GoT /o PERMIT Ol��g�1 W W4 Sec.. ? y -% � Al EDMONDS Owner and/or Builder:' Contractor & License No: SSCA/V �GG �J Single Family Residence Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion.into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK <zt,o lcv* �J I c tify that I have read and shall comply with the items listed on the back. Permit Fee: .7LJ Issued By: Trunk Charge: Date Issued: 1202— eZ Assessment Fee: Receipt No.: 6 D 7 a Partial Inspection: ` Comments Final Inspection Approved: /Q~3o-aro [77yV/ Date Initial Rejected: Reason ** PERMIT MUST BE POSTED ON JOB SITE ** iI/-2q- 96 Date Date Initial Date Initial White Copy - File Green Copy - Inspector Buff Copy - Applicant The City of Edmonds Side Sewer - Drawing EASEMENT NO. -------------------------------------------- NEW CONSTRUCTION REPAIRS ❑ LID NO - ------------------ ASMT. NO. ------------------ OWNER -S.4-5 ---- C0.P4S-7-r--R-Q-C,7;710 -- - ------------------------- CONTRACTOR --- Scax.T ---- 15jn.-%:'Y7-VA ------------------------------------------- PERMIT NO. JOB ADDRESS ANOS --------- ----------------- LEGAL DESCRIPTION: LOT NO. -10 ----------------------------- BLOCK NO. ---------- MONDS i TREATMENT PLANT --------------------------------- : --------------------------------------- ----------------------------------------------------- ---------------------------------- NAME OF ADDITION ------------------------------ ---- ---------------------- 110519- A • X 2.'DP. y. I tort 12:r" (--t --T I aZs- I U OP 1. QP%P b"R 5.51 F C-- , If Approved: PWW-0001 -11/75 (REV. 11178) DATE M(lA.30.8860.. By P -------------------------------- DATE : i — /f A0 MEMO TO: Building Division Planning Department FROM: Engineering Division Public Works Department SUBJECT: //0 ,/ �r After revieri of the subject Building Permit application, vie have the following commen is 1. Connection to City water system required. 2. Connection to City sanitary sewer system required. 3. Right-of-way permit required for any work on City property. 4. Driveway slope not to exceed 1,1; 5. Back-:/ater valve required if downstairs plumbing is below elevation of upstream manho e. 6. Water and serer lines to be separated by 10 foot minimum. i • 00 6/82 J • STANDARD DRAINAGE PLAN UPPER C ATCH 13�IN DETENTION PIPE LENGTH COV•rr ROL CATCH (vslvT) DA,� r II MIN , 2' MAX COVER OUTLCT CONTROL' ? 17 5LOPE— 1 S LC rt I TO OUTLET (RI P RAP OR L• 1 RUNOFF ... SYSTEM CROSS SECTION SPREADER SEE PAGE 3 FOR OUTLET CONTROL DETAIL bulr\e k C o nkk OL ► -5 Ain o Q nev� -'tom Wa}ee>r W c. Co,Q Z' a 2. a (o" DEB-?, At' 6" $PALLS _ rZ'.2' . 3" DEcP� '_ CRUSuED ROCK Fern cc�►-a6L � RIPRAP OUTLET riadHED Sa.avEL� FLgW REN H, MIN IO' LONG, PE F I E TD 8E LEVEL 1 F� tvl PERF . Pl S ''A/ITH CAPS RUNOFF SPREADER OUTLET 11 DETENTION SYSTEM PAGE I OF 3 for s`�-S CGV4S�+lOc�iov� location_ wqs a pwr plan by t phone _ 7?5-OS10Y date_ G-Iy-dE, DESIGN DATA System. Imperm Pipe Number Area ..."Diam Pipe Orifice ngt�Diameter NOTES 1. Call Engineering Division (771-3202) ' for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. l c-rt.SeY►LEV1r �U+red 'F �(A+veo D&A;oti sys-6,A is 1804 ASS W/ &V1(.Yr. v- &A�On Fop rn�,s a14M I�lakr arm y"� a IDS TRH Mt a~xAkc* u" d Puy ,4eys SM/W CITY OF EDMONDS S- wc49— o n lc Arens, J�o7 iioakc�l � �,ys 10'° R I J v � 90,0` N 89Csy� w ! s �g0,2i' Cly e cciS s av`� 2ecb LOy�CH 9\ zc� 60 O'�, a NEI MSc-rn"r Floes zg °S S 0`� e(,e-uu4;o.i �W 1�es;Jencz :. �83•ev Dc»/l�yb� 'r1j. ' jL►ece �i no �ohec rc����^ SO; : dace Rtea CA S,, c Ea K yxii ci c^ ui: I v � � a � 1.0� c�dsecort� 1�i• 40 S �S /Z S�uwly �vo:n LS(} T6 Loy oll oO DS DS l.tcy.JScto ,� Sul T 5l � qv. � �!y, COS + p'0000' PIP v1 i 43��,, 'ems bu SITE PLAN. SCALE 4%01- Lat',D` Wtk,ch -Vil lq+ao swab z1q,0, rYwc,\-. C:,y 0� F.&v\Qk.c`15 vwA. STANDARD DRAINAGE PLAN Nw 1y ` 24 Yz,) 1 06 DETENTION SYSTEM NOTE: DO NOT USE RUNOFF SPREADER ON SLOPES OVER 15 PERCENT C WITHOUT SPECIAL DESIGN) PAGE 2 OF 3 T S 9C S .8606120278� ry STORM SEWER EASEMENT s iV `T) cn -1 Ul TO ALL WHOM THESE PRESENTS CONCERN: �C' 1' Notice is hereby given that STEVEN B. DOWEN ("DOWEN"), owner of the following described property, situate in the County of Snohomish, State of Washington, to wit: That po6rtion of Puget Sound Machinery Depot Five Acre Tracts, according to plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington, described as follows: Beginning at the northeast corner of Lot 19; thence N 89034128" W $long the north line of said Lot 108 feet; thence S 0 10153" E parallel to the east line of said Lot, 165 feet to the south line of the north one half of said Lot 19; thence S 89034128" E 108 feet, mgre or less, to the east line of said Lot; thence N 0 10153" W 165 feet to the True Point of Beginning. (Also known as Lot C of City of Edmonds Short Plat S-25-63 recorded under recording number 7610110076.) does hereby reserve and convey unto STANLEY 0. HOVIK and DORIS 0. HOVIK, his wife, their heirs, successors and assigns, ("Beneficiaries"), owners of the following described property, situate in the County of Snohomish, State of Washington, to wit: The east 90 feet of the south half of Tract 19, Puget Sound Machinery Depot Five Acre Tracts, as per plat recorded in Volume 5 of Plats, on page 47, records of Snohomish County, Washington; EXCEPT the following described tract: Beginning at a point on the south line of said Tract 19, which is 19.90 feet west of the southeast corner thereof; thence N 73032115" W 73.28 feet to a point on the west line of the east 90 feet of said tract; thence South along said west line, 20.91 feet to a point on the south line of said Tract 19; thence S 89054' E 70.10 feet to the point of beginning; ALSO, that portion of Tract 20, Puget Sound Machinery Depot Five Acre Tracts, according to the Plat thereof, recorded in Volume 5 of Plats, page 47, records of the Auditor of the County of Snohomish, State of Washington, described as follows: Beginning at the southeast corner of said Tract 19; thence West along south line of said Tract for 19.90 feet; thenc�,,)3032115" E 20.80 feet 911P to a point on the east line of Tract 20, which is 5.86 feet south of the True Pointiof Beginning; thence North. to the point of beginning. 8 60612 02 76 a a.permanent,e.asement for the installation, operation, maintenance, repair and/or reconstruction of a storm sewer pipeline and appurtenances, over, under, across, through and upon the following described property, situate in the County of Snohomish, State of Washington, to wit: The north 10 feet of the east 50 feet and the east 10 feet of the north half, all in Tract 19, Puget Sound Machinery Depot Five Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, on page 47, records of Snohomish County, Washington. together with the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, installation, operation and/or maintenance of said storm sewer pipeline, provided, however, that Beneficiaries shall promptly restore the property to its former condition following the installation of the pipeline. Further, Beneficiaries shall defend, indemnify and hold Dowen harmless from and against any and all loss, damage or liability resulting from or associated with the storm sewer pipeline or the installation, operation.or maintenance thereof. Beneficiaries shall maintain, repair, clean or reinstall the storm sewer pipeline and appurtenances as may be required from time to time and in connection therewith shall have the right of entry for such purposes, provided that, when such entry is necessary, any such activity -shall be performed in a workmanlike manner with all reasonable haste, and the premises shall be restored to its previous condition as soon as is reasonably possible, with the costs of such activity and/or restoration being borne by said Beneficiaries. This easement shall be a covenant running with the lands above described and shall be binding upon the parties.hereto, their heirs, successors and assigns forever. this seal In witness whereof we hereunto set our signatures and _day of 1986, A.D. ezz--, S EVEN B. DOW N o A ° C NCLUVES C-70AAC E a VKowr m OWNER/CONPHACTOR IS RESPONSIBLE ww- CIS wvle+ n. woa,r I D ' FOR EROSION CONTROL AND DRAINAGE /6 o IC 11v��r�J..i.ii Jur�lt'C C CC m � i_xcsf;,n� 13i� y too,. c�.;tl.nc.' �,3 00 s51'7 C-'o E e s-I.1 h orme-wm/ s3F4 m CL E _ � R 4i oil t O rupc5« N 13 Q O t ;/ 1 PU12TION DIP p 4S'lo i ?oTA I" I MPMVI AX& OtLeA U3(oN.5�f� Se. y 1 71 I)ccls J "A-1v -1 �ciSHt 311.5 30 94 i! . �•f J J j r'r1 L\{ �'�t: Pycc,��1 I..�jl;•`.>%t: A r e cr 131 '4,2'] s; Pr ' ICE s}y S w. Cr LJ APPROVED BY PLANNING vi wi„1 381 g 33 ry t1��5:}ucA) kclCC> "'66 v SWX-j9� Z'Y'fi Lcl �} 14V2c,� 4,1,- Ste- mt —IWAVS IpSTIgLLED a�=rcCl c onlo+Q ro f_.I.n POLICIES, C1111A15�� DevvAv W10SIVEJUM ed Ci 9 r IPfttzMEp►13t_E Zone Corner Flag VTR Setbacks Required �� FILE Front _2 S S Sides I tSC�i../ 3 Rear 25 ^/ 3 APPROVED BY ENGINEERING R ES U B Other MAY 0 7 2015 �e]rght Z � 1-7 BUILDING DEPARUMENT ��bG_ O4%jate:_ , CITY OF EDMONDS SVB STREET FILE MAY 0 7 2015 SUILDINO T CITY OF EDMO DS C7@nQrBl FootingFile=c1UserslMikeIDOCUME-1lWORKiPROJEC-41GLOBAl-1U-GOOD-llgoodvrin.ec6 ENERCALC, INC.1983-2014, Bwld.6.14.11.18, Ver6.14.11.18 Description: DECK SUPPORT FOOTING Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: 2012 IBC & ASCE 7-10 General Information Material Properties Pc.: Concrete 28 day strength = 2.50 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,122.0 ksi Concrete Density = 145.0 pcf (p Values Flexure = 0.90 Shear = 0.750 Analysis Settings Min Steel % Bending Reinf. _ Min Allow % Temp Reinf. = 0.00180 Min, Overturning Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 :1 Add Fig Wt for Soil Pressure Yes Use ftg wt for stability, moments & shears Yes Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X-X Axis = 2 ft Length parallel to Z-Z Axis = 2 ft Footing Thicknes = 12 in Soil Design Values Allowable Soil Bearing = 1.50 ksf Increase Bearing By Footing Weight = No Soil Passive Resistance (for Sliding) = 250.0 pcf Soil/Concrete Friction Coeff. = 0.30 Increases based on footing Depth Footing base depth below soil surface = 0.0 ft Allowable pressure increase per foot of deptl= 0.0 ksf when footing base is below - = 0.0 It Increases based on footing plan dimension Allowable pressure increase per foot of depl = 0.0 ksf when maximum length or width is greater4 0.0 ft Pedestal dimensions... px : parallel to X-X Axis = 0.0 in CV pz : parallel to Z-Z Axis = 0.0 in Height = 0.0 in Reber Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in -o 31656 < X(ll �sS�N;L XA Q (!� EXPIRES 3 / 21 ! 201 CD °o 4-29-15 Reinforcing ' 2 II Bars parallel to X-X Axis W Number of Bars 3 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis I Number of Bars = 3 Reinforcing Bar Siz( _ # 4 3 -n 4 Sam 3 -u 4 ears Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a X-X Section Looking to+Z Z-Z Section Looking to+X # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads ID Lr L S. W E H.. P : Column Load = 2.390 0.0 2.850 0.860 0.0 0.0 0.0 k OB : Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf M-xx = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft ....._ ... V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k General Footing Description: DECK SUPPORT FOOTING DESIGN SUMMARY Min. Ratio Item PASS 0.970 Soil Bearing PASS n/a Overturning - X-X PASS. n/a Overturning - Z-Z PASS n/a Sliding - X-X PASS n/a Sliding - Z-Z PASS n/a Uplift PASS 0.06070 Z Flexure (+X) PASS 0.06070 Z Flexure (-X) PASS 0.06070 X Flexure (+Z) PASS 0.06070 X Flexure (-Z) PASS 0.04083 1-way Shear (+X) PASS 0.04666 1-way Shear (-X) PASS 0.04083 1-way Shear (+Z) PASS 0.04666 1-way Shear (-Z) PASS 0.1010 2-way Punching File = c:lUserstMikeDOCUME-11WORKIPROJEC-41GLOBAL-111-GOOD-llgoodmn.ec6 �. ENERCALC, INC.1983-2014, BukI:6.14.11.18, Vec6.14.11.18 REM r { ®=Ili Applied Capacity Governing Load Combination 1.455 ksf 1.50 ksf +D+L+H about Z-Z axis 0.0 k-ft 0.0 k-ft No Overturning 0.0 k-ft 0.0 k-ft No Overturning 0.0 k 0.0 k No Sliding 0.0 k 0.0 k No Sliding 0.0 k 0.0 k No Uplift 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S 0.7086 k-ft 11,674 k-ft +1.20D+0:50L+1.60S 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S 3.062 psi 75.0 psi +1.20D+0.50L+1.60S 3.499 psi 75.0 psi +1.20D+0.50L+1.60S 3,062 psi 75.0 psi +1.20D+0.50L+1.60S 3.499 psi 75.0 psi +1.20D+0.50L+1.60S 15.145 psi 150.0 psi +1.20D+0.50L+1.60S ucinneu ncauua Soil Bearing . .. Rotation Axis & _ . Actual Soil Bearing Stress Actual I Allowable Load Combination... _ .. _ ..... -- - - Gross Allowable Xecc Zecc _....... Bottom, -Z _..... Top, +Z Left, -X Right, +X _. Ratio _...._...............__..._.. . _. X-X, +D+L+H 1.50 n/a 0.0 1.455 1.455 nla n/a 0,970 X-X, +D+S+H 1.50 n/a 0.0 0,9575 0.9575 Na n/a 0,638 X-X. +D+0.750L+0.750S+H 1.50 n/a 0.0 1.438 1.438 n/a n/a 0.959 Z-Z, +D+L+H 1.50 0.0 n/a n/a n/a 1.455 1,455 0.970 Z-Z, +D+S+H 1.50 0.0 n/a n/a n/a 0.9575 0.9575 0.638 Z-Z, +D+0.750L+0.750S+H 1.50 0.0 n/a n/a nla 1,438 1,438 0.959 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure, Flexure Axis &load Combination Mu Which Tension @ As Req'd Gvrn. As Actual As Phi*Mn Status k-ft Side 7 Bot or Top ? inA2 inA2 inA2 k-ft X-X, +1.20D+0.50L+1.60S 0.7086 +Z Bottom 0.2592 Min Temp % 0.30 11.674 OK X-X, +1.20D+0.50L+1.60S 0.7086 -Z Bottom 0.2592 Min Temp % 0.30 11.674 OK Z-Z, +1.20D+0.50L+1.60S 0.7086 -X Bottom 0.2592 Min Temp % 0.30 11.674 OK _Z-Z. +1,20D+0.50L+1.60S , 0.7086 +X Bottom 0.2592 Min Temp % 0.30 11.674 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status +1.20D+0.50L+1.60S 3.499 psi 3.062 psi 3.499 psi 3.062 psi 3.499 psi 75 psi 0.04666 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.20D+0.50L+1.60S 15.145 Iasi 150psi 0.101 OK LOCATION: DECK SUPPORT WOOD COLUMN ANALYSIS AXIAL LOAD = 6100 Ibs X-AXIS Y-AXIS ECCENTRICITY = 0.92 0.58 in. SIDE LOAD (S.L) = 0 0 Ibs ECCENTRICITY = 0 0 in. Lu BELOW S.L. = 0 0 ft. TRANSV. MOM. = 0 0 lb-ft K = 1 1 UNBR. LENGTH = 8.6 8.6 ft. lu factor = 1.84 1.84 ( END MOM.), SPECIES = df (DF, HF, GL, ML, TS, PLM ) GRADE = 2 NOMINAL WIDTH = 6 in. NOMINAL DEPTH = 6 in. # MEMBERS = 1 LDF = 1.15 BOT PL SPECIES = DF PROPERTIES Fc = 700 psi Fb = 750 psi E = 1360 ksi ADJUST. FACTORS CD = 1.15 X-AXIS Y-AXIS Ps = 0 0 Ibs G WASN�4,9, le = 190 190 in. �oF KbE = 0.438 Rb = 6 6 <n P z FbE = 16,492 16,492 psi c = 0.8 31656 Fb' = 863 863 psi :." G/sTEf CL = 0.997 0.997 KcE = 0.3 S�GNgL ENG Fb" = 860 860 psi EXPIRES 3 / M J 10-7 K*le/d = 18.8 18.8 Fc' = 805 psi ecc fc = 202 202 psi -f Z9 '$ FcE = 1,108 1,108 psi Cp = 0.79 S = 27.7 27.7 inA3 TRANSVERSE fb = 0 0 psi Fc", = 635 psi ECCENTRIC fb = 202 128 psi AMPLIF. FACTOR = 1.043 1.043 fc = 202 psi 2 + AMP. ECC.)fbx fby + AMP. ECC. )fby vf-c-cl +fbx Fb x 1- fc Fb 0.y 1 - fc - F'cEx F'cEyj �bx+ECC.lbx]2 FbE 0.1 + 0.30 + 0.19 = 0.59 2 fc + fbx 0.18 + 0.00 = 0.18 < 1 OK FcEy FbE 6 X 6 DOUG FIR # 2 EMULATED BY A 2x6 FASTENED TO BOTH SIDES OF A 4x6 =°cdUserslMikeMOCUME-1"0RMRROJEC-4IGLOBAL-111?000D;"ri oocWi .ec6"t" ENERCALC'INC. 1983-2014;Budd:6:14:108;Ver.6:14�1,i,18� Description: LEDGER SUPPORTING ROOF 41 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: 2012 IBC & ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension Load Combination 2012 IBC & ASCE 7-10 Fb - Compr Wood Species Wood Grade Beam Bracing Fc - PHI Douglas Fir - Larch Fc - Perp No.2 Fv Ft Beam is Fully Braced against lateral -torsion buckling D(0.123) S(0.438) D(0.12 Applied-Loadsk Beam self weight calculated and added to loads Point Load : D = 0.1230, S = 0.4380 k @ 2.0 ft Point Load : D = 0.1230, S = 0.4380 k @ 5.50 ft DESIGNSUMMARY= ' 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 32.210pcf Span = 8.250 ft Service loads entered. Load Factors will be appli a 2016 �29 15 'Maximum Bending Stress Ratio = 0.7021 Maximum Shear Stress Ratio Section used for this span 2x10 Section used for this span fb :Actual = 799.43psi fv : Actual FB : Allowable = 1,138.50psi Fv : Allowable Load Combination +D+S+H Load Combination Location of maximum on span = 5.480ft Location of maximum on span Span # where maximum occurs = Span # 1 Span #where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.086 in Ratio = 1155 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.026 in Ratio = 3792 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load,Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span # M V C d C FN C i C r C m C t C L M +D+S+H Length = 8.250 ft 1 0.702 0.325 1.15 1.100 1.00 1.00 1.00 1,00 1.00 1.43 799.43 -Overall Maximum Deflections 0.325 : 1 2x10 67.29 psi 207.00 psi +D+S+H = 0.000 ft Span # 1 Shear Values _ F'b V tv F'v 0.00 0.00 0.00 0.00 1138.50 0.62 67.29 207.00 Load Combination Span Max. " " Deft Location in Span Load Combination Max. °+^ Dell S Only 1 0.0856 4.125 0.0000 Vertical Reactions Support notation : Far left is 91 Values in KIPS Load Combination Support 1 Support 2 Location in Span 0.000 SIP Engineering Consultants, LLC 4-29-15 Attn: Andrew Gahan, Plans Examiner City of Edmonds, WA 14845 SW Murray Scholls Dr Suite 110 PMB 306 Beaverton, OR 97007 503-564-4178 RE: Responses to Plan Check: BLD2015-0408 (Structural Items Only) Project: Sunroom. Addition Project Address: 110512t' Avenue, N., Edmonds, WA Q a. The 8' opening in question is existing, thus no reduction in existing shearwall length is involved. b. See attached calculation for new ledger to support the sunroom . roof. See revised drawing detail 7 / D-2. 3. The middle calculation on page 6 of the original calcs applies to the deck beam that transfers load from the sunroom and deck over to the columns. See attached calcs that address the columns, and existing deck footings. An allowable soil bearing pressure of 1,500 psf was assumed. See footing size verification note on detail'9 / D-4. Mike Nelson, PE !,General FootitII8=C:IUSerSIMIKOWLN.;UMt-11VVUKKII'KUJtU-41fiLUUAL-111-uuuu-iig000mn.ecb ng F1 ..ENERCALC, INC. 1983-2014, Budd.6.14.11.18,Ver-6.14.11.18 Description DECK SUPPORT FOOTING Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: 2012 IBC & ASCE 7-10 General Information Material Properties Soil Design Values Pc Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec: Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 250.0 pd Concrete Density = 145.0 pcf SoiVConcrete Friction Coelf. = 0.30 9 Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.0 ft Min Steel % Bending Reinf. = Allowable pressure increase per foot of deptt= 0.0 ksf Min Allow % Temp Reinf. = 0.00180 when footing base is below = 0.0 ft Min. Overturning Safety Factor = 1.0 1 Min. Sliding Safety Factor = 1.0 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0.0 ksf Use f1g wt for stability, moments & shears Yes when maximum length or width is greater4 0.0 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions: Width parallel to X-X Axis = 2 ft Length parallel to Z-Z Axis = 2 ft Footing Thicknes = 12 in .......... ........... . .................... 0 W Z 0 31656 1* .......... ......... Pedestal dimensions...... px : parallel to X-X Axis = 0.0 in M L pz: parallel to Z-Z Axis 0.0 in CL Height 0.0 in EXPIRES 3 21 201 Rebar Centerline to Edge of Concrete.. ..... . ....................... at Bottom of footing 3.0 in A 'd 99-15 2O Reinforcing .. gv: . . .... ..... ..... '�" II Bars parallel to X-X Axis CA) Number of Bars - = 3 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars 3 Reinforcing Bar Siz( # 4 3-#48arg, '3-#4Ban; Bandwidth Distribution Check (ACI 15.4.4.2) 7777777777 77: Direction Requiring Closer Separation n/a X-X Section Looking to -Z Z-Z Section Looking to +X # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads, . ....... .. . .... . ..... I Lr- P: Column Load = 2.390 0.0 OB : Overburden = 0.0 0.0 M-xX = 0.0 0.0 M-zZ 0.0 0.0 V-x = 0.0 0.0 V-z = 0.0 0.0 L -W------ E 2.850 0.860 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H- 0.0 k 0.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k i General FootingFile -c:lUserslMikoOOCUME-11WORMPROJEC-4lGLOBAL-111-GOOD-tlgoodain.ec6 ENERCALC, INC.19D2014, Budd.6.14.11.18, Ver.6.14.11.18 Description: DECK SUPPORT FOOTING DESIGN SUMMARY r Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.970 Soil Bearing 1.455 ksf 1.50 ksf +D+L+H about Z-Z axis PASS n/a Overturning -X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning -Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding - X-X 0.0 k 0.0, k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0,06070 Z Flexure (+X) 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S PASS 0.06070 Z Flexure (-X) 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S PASS 0.06070 X Flexure (+Z) 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S PASS 0.06070 X Flexure (-Z) 0.7086 k-ft 11.674 k-ft +1.20D+0.50L+1.60S PASS 0.04083 1-way Shear (+X) 3.062 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.04666 1-way Shear (-X) 3.499 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.04083 1-way Shear (+Z) 3.062 psi 75.0 psi +1.20D+0.50L+1.605 PASS 0.04666 1-way Shear (-Z) 3.499 psi 75.0 psi +1.20D+0.50L+1.60S PASS 0.1010 2-way Punching 15.145 psi 150.0 psi +1.20D+0,50L+1.60S Detailed Results Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination... _ Gross Allowable _ _ ...__... Xecc Zecc ............... Bottom, -Z Top, +Z __.._ Left-, -X Right, +X .._....__ _._... Ratio X-X, +D+L+H 1.50 n/a 0.0 1.455 1.455 n/a n/a 0.970 X-X, +D+S+H 1.50 n/a 0.0 0.9575 0.9575 n/a n/a 0.638 X-X, +D+0.750L+0.750S+H 1.50 n/a 0.0 1.438 1,438 n/a n/a 0.959 Z-Z, +D+L+H 1.50 0.0 n/a n/a n/a 1.455 1.455 0.970. Z-Z, +D+S+H 1.50 0.0 Na n/a n/a 0.9575 0.9575 0.638 Z-Z, +D+0.750L+0.750S+H 1.50 0.0 Na n/a n/a 1.438 1.438 0.959 Overtuming.Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Flexure Axis 8 Load Combination Mu Which Tension @ As Req'd Gvrn. As Actual As Phi*Mn Status k-ft Side ? Bot or Top ? in^2 inA2 inA2 k-ft X-X, +1,20D+0.50L+1.60S 0.7086 +Z Bottom 0,2592 Min Temp % 0.30 11.674 OK X-X, +1.20D+0.50L+1.60S 0.7086 -Z Bottom 0.2592 Min Temp % 0.30 11.674 OK Z-Z, +1.20D+0.50L+1.60S 0.7086 -X Bottom 0.2592 Min Temp % 0.30 11.674 OK Z-Z,,+1.20D+0.50L+1.60S 0.7086 +X Bottom 0.2592 Min Temp % 0.30 11.674 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.20D+0.50L+1.60S 3.499 Dsi 3.062 psi 3.499 psi 3.062 psi 3.499 psi 75 psi 0.04666 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu / Phi*Vn Status +1.20D+0.50L+1.60S 15.145 psi 150psi 0.101 OK LOCATION: DECK SUPPORT FwooD COLUMN ANALYSIS C AXIAL LOAD = 6100 Ibs X-AXIS Y-AXIS ECCENTRICITY = 0.92 0.58 in. SIDE LOAD (S.L) = 0 0 Ibs ECCENTRICITY = 0 0 in. Lu BELOW S.L. = 0 0 ft. TRANSV. MOM. = 0 0 lb-ft K = 1 11 UNBR. LENGTH = 8.6 8.6 ft. lu factor = 1.84 1.84 ( END MOM.) SPECIES = df ( DF, HF, GL, ML, TS, PLM ) GRADE = 2 NOMINAL WIDTH = 6 in. NOMINAL DEPTH = 6 in. #MEMBERS = 1 LDF = 1.15 BOT PL SPECIES = DF PROPERTIES FC = 700 psi Fb = 750 psi E = 1300 ksi ADJUST. FACTORS CD = 1.15 X-AXIS Y-AXIS Ps = 0 0 Ibs G V / sy�40" le = 190 190 in. KbE = 0.438 �pF cZ Rb = 6 6 co FbE = 16,492 16,492 psi c = 0.8 31656 0 ��ss Fb' = 863 863 psi oG/SEG�`� CL •.997 •.997 KcE _ 0.3 N^L E Fb" = 860 860 psi EXPIRES 3 / 21 ! 2016 K*le/d = 18.8 18.8 Fc' = 805 psi ecc. fc = 202 202 psi 29 7Jr FcE = 1,108 19108 psi Cp = 0.79 S =. 27.7 27.7 in^3 TRANSVERSE fb = 0 0 psi Fc" = 635 psi ECCENTRIC fb = 202 128 psi AMPLIF. FACTOR = 1.043 1.043 fc = 202 psi fc 2 fbx + AMP. ECC. )fbx fby + AMP. ECC. )fby F"c Fb"x 1 - fc Fb"y - 1 fc - bx+ECC.fbx 2 C F'cEx F'cEy, C FbE , 0.1 + 0.30 + 0.19 = 0.59 2 fc + fbx I = 0.18 + 0.00 = 0.18 < 1 OK FcEy FbE 6 X 6 DOUG FIR # 2 EMULATED BY A 2x6 FASTENED TO BOTH SIDES OF A 4x6 Wood BeamFife:--Fk6serskMikeID000ME-11WORKIPROJEC-41GLOBAL-i I-GOOD-tigoodv nn.�6 ENERCALC, INC.1983-2014, Budd.6.14.11.18, Vec6.14.11.18 Description: LEDGER SUPPORTING ROOF CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: 2012 IBC & ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination 2012 IBC & ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(0.123) S(0.438) D(0.123) S(0.438) Applied Loads Beam self weight calculated and added to loads Point Load : D = 0.1230, S = 0.4380 k @ 2.0 ft Point Load : D = 0.1230, S = 0,4380 k @ 5.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 2x10 Span = 8.250 ft Service loads entered. Load Factors will be 0.7021 Maximum Shear Stress Ratio 2x10 Section used for this span 799.43psi Iv : Actual 1,138.50psi Fv : Allowable +D+S+H Load Combination 5.480ft Location of maximum on span Span # 1 Span # where maximum occurs 0.086 in Ratio = 1155 0.000 in Ratio = 0 <360 0.026 in Ratio = 3792 0.000 in Ratio = 0 <180 v �0 � ,Q 31656 O F` FG/S� . ss�oNAL ENG T-14 15 0.325 :1 2x10 67.29 psi 207.00 psi +D+S+H 0.000 ft Span # 1 Maximum`Eorces & Stresses for: Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C I Cr C m C t C L M fb Fb V tv F'v Length = 8.250 ft 1 0.702 0.325 1.15 1.100 1.00 1.00 1.00 1.00 1.00 Overall Maximum Deflections Load Combination Span Max. " "Defl Location in Span Load Combination S Only 1 0.0856 4.125 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 0.00 0.00 0.00 0.00 1.43 799.43 1138.50 0.62 67.29 207.00 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS t A I I-V U LoT 44 .t.4 T1r, zo "moer �,oLxD V4 W- - Z4 — te.-I 0 K5 F— sT FILL Ttf MET PLANNING DATA SINGLE FAMILY RESIDENTIAL - STREETRILE Name: C.oa LAJ 1%, Date: Site Address: 1 (D /,i , Tax Parcel: Project Description: 1-.�s�Z 5��r���-- a �- Plan Check#: )Z61�-�` �Ocg Reduced Site Plan Provided: NO) Zoning: 5- i 2- Map Page: Corner Lot: (YES Flag Lot: (YES /( Critical Areas Determination #: rr ❑ 'Study Required: ►}t,�sz ��;i� .� 19F3� - �d �:���_�l�.� d., 1-`< <-� ❑ Waiver SEPA Determination: Is Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form o- Rec7uir6d Setbacks Street: 1z 'Side:.- I Side: a W Rear: 2 ° Actua/ Setbacks Street: Side: Side: �g Rear: ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: . ® Bay Windows/Projecting Modulation: Ss{— ❑ Stairs Deck: Buildin Hei ht Datum Point: Datum Elevation: 2- Maximum Height Allowed: 3 j -1, 9 r Actual Height: 303.4 Other Parking Required: �JIA Parking Provided: f Lot Area: 131 Maximum Lot Coverage: 35% Proposed: Z Lot Coverage Calculations: SSoo �o .�-� Pa-=-1.--�5 s�-� ;oar - ico - Zags ss. ADU Created: (YES ASO Subdivision: Legal Nonconforming Land Use Determination Issued: (YES NO Comments Plan Review By: C " r-j Planning Data Form 07-14-09 CITY OF EDMONDS ASSET INFORMATION SHEET VNEW ❑ ADDITION ❑ RETIREMENT ASSET NO. t:6-js/ ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION / DEPy. NO. * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST * PROJECT NUMBER Zl6l)z4---9l 1� PROJECT COMPLETION DATE A02<=-?/ S5— COST—.3,Z B.A.R.S. ACCOUNT NO. ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY Ef/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE b P INITIAL VERIFIED BY PROCESSED _ BATCH NO. DATE DEPARTMENT FILE �•'-a PROJECr REVIEW CHECKLIST, T NAND. S , .,, / �,� /Yoelk ` t kf A ATION RDCEIPT DATE { 4 -Mri 4 hX iy tA,j,k Kl'1'1GlYLJ �. +'Y7 i - MI,,dimt�r}t✓ FIF .FALY//MULTIPLE/CIAL (Circle'One)° no CHECKED Planning. �E 'aTVC:E/SET'BAC3C "ADJ. +� .v E,�; T �'Sr,�/,. r •' �+T ; t •. {? ;,' .�' CONDITIONAL USE PERMIT //// ADB RRFM CfiDC!® D()(JIMF OTHER ZONING REQUIREMENTS 777/7 amRm4DnAL FFATURFS `yI B1[Q f ACCESS SLOPE. a VEHICLE ACCESS DRKINAGE PLAN (On Site) 11117 SPRFEP FILE; //// IEGA DESCRIPTION L VF.RTFICATICN -27 QUITCLAIM/DEDICATIONS _-yl�i���tFf/ 71111 FASMW - PUBLIC/PRIVATE CA RATE SR.*M CONNEC-PION IF NO LID# PLAT/ RF,QUIREMEriPS d9te IT111 d RIGHT-OF-WAY CONSTRUOPICN PERMIT REM BOND REND FOR PUBLIC IMPROVEMET�TT'S SOUS CCMI' TOWS S GROUM WATER FIETD CIM21(En TlTffl NG STREET. PAVIREQUIRED CURB AND (AII`PER REQUIRED SIDEWA X REQUIREn / CURB CUT FOR DRIVEWAY REM ///// S`!'RFEP NAME SIQ1 RE�QD Or1fTEI2 SIGNING�n (i < PLANNING %Tss4" 7 `i " 1s r;• PUBL T 4 r. CITY `OF EDMONDS USE PERMIT ZONE NUMBER CONSTRUCTION PERMIT APPLICATION NAME (OR NAME OF BUSINESS) SLEGAL JOB ADDRESS /D� 2 �O MAllINO AOORE88 �� DESCRIPTION CHECK SUBDIVISION N„LI 1 II S . W. �- .� 5-2�-6,� CITY TELEPHONE NUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. 7 S_b SQ NAME EXISTING RE U RED DEDICATION PROPOSED ADDRESS RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED ❑ STREET USE PERMIT REQUIRED ❑ z w 1 — w =_ a C� n TELEPHONE NUMBER SEE ENGINEERING MEMO DATED _/ Z W REMARKS NAME O� 30 A SYh,{ ADDRESS�\7 �/ V I & 4Pov e_ _Irle(/Gr/�N METER SIZE CITY BUILDING SUPPLY SIZE FIXTURE UNITS TELEPHONE NUMBER a j�-v8b�� REMARKS STATE LICENSE NUMBER 3 n ��{- I � L 1' ,J __Ss Legal Description of Property " Include all easements (show below or attach four copies) SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE N VARIANCE OR CU PLANNING REVIEW BY IDASE LU �C �O" HEEIIGIT LOT CO ERAGE/ FRON �/ WeY REAR REMARKS nOCM NEW © RESIDENTIAL ❑ PLUMBING ❑ ADOIALTER COMMERCIAL MECHANICAL C� REPAIR RETAINING WALL SIGN DEMOLISH E CAVAILL E a FE' NCE CHECKED BY TYPE OF CONSTRUCTION]CODE HEIGHT REMODEL x-� SWIM SPECIALINSPECTOR AREA COMMOVEINSPJ WOOD STOVE/ERT 0 POOL OCCUPANCY OCCUPANT REQUIRED0YES GROUP n� LOAD OYES ONO 2 APT. RENEWAL REMARKS ME c NUMBER ODRIES F DWELLING /n Om UNITS NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) W c* SL �S�U��C�E y .T.ars�fcnaiV �sEt�'D / / 1 VALUATION I FEE PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGWILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. Permit Application:180 Days STATE SURCHARGE Permit Limit: I Year • Provided Work Is Started Within 180 Days ENERGY CODE "Applicant, on behalf of his or her spouse, heirs, assigns and successors in Interest, agrees to Indemnify, defend and hold L4 harmless the City of Edmonds, Washington, its officials, s employees, and agents from any and all claims for damages of < whatever nature, arising directly or Indirectly from the Issuance = of this permit. Issuance of. this permit shall not be deemed to PLAN CHECK DEPOSIT cmodify,. waive or reduce any requirement of any city ordinance x nor limit In any way the City's ability to enforce any ordinance provision." TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the Information given Is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. I agree to comply with city and state laws regulating construction; and In doing the work authoriz" THIS PERMIT AUTHORIZES ed thereby, no person will be employed In violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED tl -Iftsuilric ' s10NATURE.(OWNER 0 AGENT) DATE SIGNED INSPECTION DEPARTMENT r . ,t :. CITY OF u EDMONDS ` ATTENTION 71-3202 . IT IS UNLAWFUL rTO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FiNAI;INSMCTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE,, M-011OOCUPANCY HAS BEEN GRANTED. UBC HAP ER 3.- —A00, Goo 1 S73 APPLICATION APPROVAL This application Is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt Is acknowledged in space provided. OFFICIAL'S SIGNATURE DATE RELEASED BY: DATE ORIGINAL — File YELLOW — Inspector