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20050269.pdfDATE RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION ER NAMEINAME OF BUSINESS Y MAILINd ADDRESS 1 K� 0\ CITY NAME W t ADDRESS x lot V i Irv, \ F'L . ZIP TELEPHONE °I�oao o�6� 21P T6ELEPH NE �j 0o� +3'�� L �'` t�(` FPERMITEXPIRES-�?,j -j ow PERMIT2 l7 C`) (�tSl j NUMBER JOB ADDRESS p SUITE/APT# PLAT NAME/SUBDIVISION NO. LOT NO. LID NO, LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved RW Permn Required EXISTING�� PROPOSED Street spoclron Permit ddeywred 0 Sidewalk Required REQUIRED DEDICATION // FT Undorground Witinn required METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED 21 Ilf YES 13 NOM Z re Lu REMARKS W OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z W AL�_..1 te1%llir76fI1A1r r •�.�r..rraf?� ERING REVIEWED DATE , zem FIRE REVIEWED BY DATE CITY\ GZIP TELEPHONE r ¢ STATE LICENSE NUMBER EXPIRATION DATE ECKED Y VARIANCE OR CU SHORELINE OR ADB# INSPECTION SEPA REO'D COMPLETED EXEMPT O YES �J0 /fl CA# ZONE SIGN AREA HEIGHT PROPERTY TAX ACCOUNT PARCEL NO. 0'NV �O��OV��V STUDY O ALLOWED PROPOSED ALLOWED PROPOSED ��JJ v V STUDY �� NEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR ❑ADDITION ❑ COMMERCIAL COMPLIANCE OR /� _ ❑ CHANGE OF USE �/ To �� i ❑ MIXED USE PARKING LOTAREA PLANNING REVIEWED BY DTE g ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN REQ'D PROVIDED r//,���//11))� ❑ REPAIR GRADING ❑ FENCE `� (2 a CYDS OTHER X FT.) REMARKS ❑ DEMOLISH ❑ TANK ❑ eGARAGE RETAINING WALL FIRE SPRINKLER CARPORT ❑ ROCKERY ❑ FIREALARM (TYPE OF USE, BUSINESS OACTIVITY) EXPLAIN: TYPE OF y1JfJUCTION CODE GROUP OCCUPANT NUMBERNUMBER OF OF DWELLING SPECIAL INSPE ION C N USI T (JT OCCUPANT vFs STORIES UNITS t �Y LOAD DESCRIBE WORK TO BE DONE REQUIRED .� ( REMARKS CZt% \,1 Coy\ *,\`I GEOTECH REP BY: STRUCTURAL[ BY: VALUATION Plan Check iz HE T SOURCE LOT � PE% VESTED DATE ,� 10 I Building Permit PLAN CHECK NO: 1 Plumbing THIS PERMIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO Mechanical BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading SEPARATE PERMISSION, PERMIT APPLICATION: SEE ECDC 19.00,005(A)(5) Engr. Review PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Inspection 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS Fire Review IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection 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 MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Recording Fee I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION W EN'S COMPENSATION INSURANCE AND RCW 18:27, 'SIGNii ORAG'ENT): DATE SIGNED (425) 1.J Id`k 771-0220 Z LTJ FEE Description FEE State Surcharge Z� f� City Surcharge J Base Fee Plan Chk, Deposit Receipt # Total Amt. Due �) Receipt # APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his/her Deputy* and Fees are paid, and receipt is acknowledged in space provided I LS SIGNAT RE DATE D �:IrLJJ��1�0%iT ATT NTION EXT. 1333 t IT IS 0NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL P)) A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- ORIGIN .FILE • YELLO - INS ECTOR FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC1101 IRC110. PINK -OWNER • GOLD - ASSESSOR /h 10104 PRESS HARD w YOU ARE MAKING 4 COPIES z 0 0 M ui = C m� -i 0 OC mZ Dz r= T MM I OOMN r C N r . �Z'I r X 2 Z t � z O 0 M 1 STANDARD SITE RAN NOTES, I. T! CITY SHALL INSPECT M INSTALLATION OF ALL YHTM SEVeK STORM, AND FOOTINS DRAINS PRIOR TO CONTRACTOR EIACKFILUNS TRZOICHM 7, ROOF AND FOOTINS DRAINS ARC TO VC CONNECTED SPAKATELY TO TC IMZone (d Corner Flag STORM DRAIN SYSTEM MISS OT"ISe ALLOrCO IN - _ ACCORDANCE mT1 T! MT CODITONS AND T1! KINS COURY SURFACE m4nR OCSbN MAWAL OR AS APMP BY TM CITY IN Req S IA" ROCKIRY OR RETAIHINS MIALL DRAINS SHALL Be COHIECTCD TO S Cts S � `elf U I 1 C� Actual M STORM DRAIN SYSTEM, DISCHAROW APPROFRIATTLY FCR KL5YOM, OR AS AFFROVED DY TC CITY IN VMTINO- Front l� D 4. ANY CHED ANSCS TO T IEW APPROVFLANS IMT a APPROVED EY " CITY IN M7UTINS. 5. HOTS, ANY KALL OVER 4 RCT IN MISHT OR 17TH A WP1XCNAR6CD _ ,J nS IrmoIrmoLATERAL LOAD KJ5T CC ACCONIFANIM BY AN [MINCERS STAMP, 6, 1 i i t 1 'v ; ! ( Sides 7 S. CONSTRUCTIONm M HOUR! ARE 1.00 AM T 1,00 ON UXDA" ANOIi I 1 400 AM TO MOO FM ON MQKC10 5 AND HOLIDAYS. ' t :^' � -. 1 •, 1. NO MATMALS OR COVIFMCNT SHALL Be FLALCD OR STORED ON Rp M� r MAW& STREETS AT ANY TIME. Rear �J—r IF N!ClSSARY. �R O Other 4l 0� _ Nei J t• __—..,__�__ L� A! T- ,I. I :_Li ;".S NATER DALE`r'' STREET .�... i�:, i��1 JEERING 100'_- loo' =fi%irl J' -o" Vl ly CG:4Si RUCT170N PERMIT 104' —104' AND IN1021 SPECTION REQUIRED 1061 ♦ ♦ 1108 P R_d-POWE p IOb lio 1 ♦ ♦ n4' —��'---f�}- 89'4910" E ��ry• ♦ . PROPERTY LINE 60.0�� 112' I vORT O 10 ~GLEANOU 17 le 1 —wf- 1 O a� SANITARY 5E�-�^n 116 N II -. - I2�fi - - i`•6a- - Ib4" IFS" 1=1-33m I AW4 Irvnw TNA IF• ,"dp SCALE: 1" = 20' / ry WATER & SEWER �c INSPECT 1ONS REQ'D. 118 F Z CALF 425,,771A0220 FXF. 1526 120'/ / SHADED AREA INDICATES DECK ABV, j p 122' HEIGHT CALL: LOT 2 PT ELEV. /A\ 125.5 © 118.95 OG 1223 OD 129. TOTAL■ 495.95' 445.15'/ 4■ 125.44'■ AVIS. GRADE PRE -CONSTRUCTION OLDS, HT. FROM EXIST, GRADE TO HIGHEST RIDGE HT. AVERAGE ISRADE: 125.44' ALLOWABLE OLDS. HT. (2591 148.44 H16MST RIDGER 148.44' 1KEY ROOKERY OOpOpo SETEIAOK LINE – — — – EXISTINIS &RAVE PROPOSED ISRADE . —4 NWA rdDIMMORRIMMM I :-7_Tiifi3• I�-�f�7T%rT.rl!7�J71 4nIIA�ICLI{-1�3�1 uC•Sf���3:Y�4=�� PTIO Al. .124' � Tax Lot # 00434208400700 O VI"1I �trG I. N2 .�c -I EL a 150..; : .... m O Fr � P6 \7• q '•:;; POR � o �Y O A� DECK IV' ( ADED)l D o ON O FW =WW I PAVED DRIVE ND' I O D Z I� }J L FTG=122.98 1- 15' BSBL T P=I O 60) FTG=124.65 Z S • GONG, BLOCK �ryKh PROPER 4911E 60.00' �`�>- RETAINING WALL A5 REG'D NO a NOT TO EXCEED •` ' °, a ALLEY ° ° 3.6" IN HEIGHT 126 • ,. . • a a , ° PAVE ALLEY TO 12' WIDE FROM PROPERTY LINE TO PROPERTY LINE 1 1350 I_ 40,00 I F,•�V I S' 1, 7E FL. AN _ . % If E TD ON EAGLEWOOD HOMES 18601 OLYMPIC VIEW DRIVE . •EDMOND5, WA 98020 (4;25) 6171-6822 DRAWN BY: MSR DATE: NOVEMBER 15, 2004 ADDRE55��i3;"�'lf F. UUlll�; I �! 12(6—DALEY STREET EDMOND51 WA 18020 REVISEDI PATIO OR I JANUARY 21, 2005 }}�� Tll (MO'v'ED ROc:KERY) E30 I H I r Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Cut I %� I n ineer t1� January.24, 2005�� City of Edmonds c/o Eaglewood Homes, Inc. 18607 Olympic View Dr. "'� ° '^ ° ... Edmonds, WA 98020 �6 . z o Subject; Geotechnical Review and Plan Approval 726 Dale St., Edmonds, Washington pEMMIT COUNTER m Eaglewood Homes � Edmonds Plan Check No. 04=627 Cm This engineering report presents the results of geotechnical review of the Project 0 Plans for the proposed new residence at 726 Daley St., Edmonds, Washington by Eaglewood Homes, Inc. M Moo Q REFERENCES: rom a coz i Geotechnical Report dated July 4, 2004 by D. Bruce, P.E. o M oon Project Plans for 726 Daley St. by McNaughton Associates dated October 1, 2004 mm City of Edmonds Review Comments dated January 4, 2005 0 om BACKGROUND: r m 0 This engineer has performed a geotechnical investigation with subsequent dated z+ 9 July 4, 2004. This engineer is currently performing ongoing geotechnical inspections for the single-family residence at 716 Daley St. (PermitL No. 2004-0890)0 z r z Eaglewood Homes proposes to construct a new residence at 726 Daley St. _ (adjacent 716 Daley St. project): z This engineer has reviewed the Project Plans and concurs that they are in agreement with the recommendations of the Geotechnical Report, subject to on-site 0 rn . inspections. STATEMENT OF MINIMAL RISK: The plans and specifications for the Eaglewood Homes residence at 726 Daley St., Edmonds, Washington have been reviewed by this engineer and conform to the recommendations of the analysis and report and, provided that those conditions and recommendations are satisfied during the construction and use, and inspected and SO/LS FOUNDATIONS S/TE DEVELOPMENT INSPECT/ON •ORA INA GE •DES/GN &PERM/T •LEGAL -9217 FAX (206) 546-8442 P.O. Box 55502 • Shoreline, WA 98155 (206) 546 • Eagiewood Homes, Inc. July 4, 2004 Page 3 Geotechnical review of specific house plans by this engineer priorto permit issuance. • Temporary shoring may be required, depending on specific house plans. z { • Standard reinforced continuous and spread footings.: Allowable bearing ° i pressure: 2,000 p.s.f. m saw �� • Equivalent fluid pressure of 35 p.c.f. is recommended for any retaining wall CO{ ! design provided drainage zone is inspected and verified by this engineer. rn 0 • For retaining wall design, use friction factor of 0.55 and passive pressure of 350 o 0 p.c.f. = m m • Temporary Shoring* For the south property Z P rY 9 P Party line cuts (up to 12 feet in depth) A _ temporary shoring consisting of staggered Ecology Stocks may be used (seev Z attached Eco laaa OMNI -Block Shoring Design. 'A Ca O �t Geotechnical inspections by this engineer prior to any foundation concrete j l pacement. _ ;. mm oC The proposed structure can be supported on conventional continuous and : c m spread footings bearing on undisturbed native soils or on structural fill placed above . v, native soils: See thelater sub -section entitled General Earthwork and Structural Fill for j structural fill placement and compaction recommendations. Continuous and individualsmall spread footings should have minimum widths of eighteen (.18) and twenty-four (24) inches, respectively, and should be bottomed at least eighteen (18) inches below the D lower adjacent finish ground surface: Depending on.the final site grades, some over -excavation may be'required below Cn footings to expose competent native soils. Unless lean concrete is used to fill the over o excavated hole, the width of the over -excavation at the bottom must be at least as wide � as the sum of two times the depth of the over -excavation and the footing width. For m example, an over -excavation extending two feet below the bottom of a threeamfoot wide footing must. be at least seven feet wide at the base of the excavation. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of three thousand (2,000) pounds per square foot (p.s.f.):.A one-third increase in this design bearing pressure may be used when 1':i . considering short-term wind or seismic loads. For the above design criteria, it is ! anticipated that total post -construction settlement of footings founded on competent, native soils (or on structural fill up to five (5) feet in thickness) will be about one-half d Iii inch, with differential settlements on the order of one uarter inch. i Dennis M. Bruce, RE } M.S.C.E., M.B.A. Geotechnical/Civil Engineer April 3, 2005 R EC s �.i D City of Edmonds APR 0 8 2005 c/o Eaglewood Homes, Inc. �E"�`CITYOFEDMONDS CTR. Z 18607 Olympic View Dr. - -Zq Edmonds, WA 98020 M rn Subject: Field Reports / Geotechnical Inspections New. Residences by Eaglewood Homes, Inc. co C 716 Daley St. Permit # 2004=0890 0 Oc 726 Daley St. Plan Check # 04627 m rn . This `engineering report presents the results of geotechnical inspections D Z for the 2 residences at the above addresses by Eaglewood Homes, Inc. O mn, REFERENCES: -n • MM City, of Edmonds approved plans a 55 • Geotechnical reports by.D. Bruce, P.E. m • Previous inspection reports and photographs �. MO 716 DALEY ST.: 74 r X This engineer continues to provide. onsite geotechnical inspections during active grading and geotechnical activities for the residence at 716 Daley St. z Erosion Control: Contractor successfully maintains erosion control Ca measures: rocked construction entrance, siltation.fencing, and diligent o clean=up. t .n M • Temporary erosion control measures are approved through this date (April 3, 2005). • Excavation: No significant excavation since last report. Minor excavation utilized in final work for the eastside window well and Westside rockeries and keystone block walls. All excavation stable. , • Soil Bearing: Previously verified and approved. - • Subsurface Drainage: All subsurface completed, verified, and approved. j SOILS FOUNDATIONS S/TE DEVELOPMENT INSPECTION DRAINAGE DESIGN & PERMIT LEGAL P.O. Box 55502 Shoreline, WA 98155 (206) 546-9217 FAX (206) 546-8442 City of Edmonds c/o Eaglewood Homes, Inc. April 3, 2005 Page 2 of 3 • Rockeries / Stabilization walls: Eastside Window Well — Keystone Block: This engineer verified proper. installation of a keystone block wall in a rectangular pattern outside the lower level window. See photographs. All base block were properly embedded in dense native sub -grade sand. Rack linkage, batter, and o drainage zone were properly achieved. Eastside window well wall is geotechnically approved: M m Westside Rockery: This engineer inspected and verified proper -n . installation of the westside small rockery (less than 4 feet high). Base _ course rock were properly embedded, rock linkage, rock size, batter, and C o drainage zone were all properly constructed. All rockeries and keystone 0 block walls are geotechnically approved. o C mz SUMMARY / 716 DALEY ST.: Q .� C Z • All geotechnical inspection aspects, with the exception of permanent _ erosion control measures, have been completed and are approved. v, i • This engineer to perform final inspection.when permanent erosion control measures have been installed. A report will be issued at that time. MITI v CD 726 DALEY ST.: This engineer, provides daily onsite geotechnical inspections during active 71 excavation and foundation work for the new residence at 726 Daley St. ;U Excavation: All excavation encountered dense native sub grade sands: All excavation is stable through this date (April 3, 2005). z Soil Bearing: This engineer verified dense native sand easily providing 2,000 Z p.s.f. bearing capacity.'`OK" to proceed with foundation formwork, .reinforcing steel, and concrete placement in accordance with City of Edmonds approved 0 M. plans.' Note: This engineer recommended that the north foundation line be "widened out" for 24 inches, including 3 total #4 rebar. This widening out of the footing will allow for differential backfill within the building (Versus exterior. grade). "OK" to place foundation concrete. Subsurface Drainage: Not yet. I_ Feb 21 06 01:54p D. Bruce, P.E. 206-546-8442 p•1 Dennis M. Bruce, P.E. rV11!>. at, 2006 M.S.C.E., M.B.A.ATTN M\5t�oo1>' Geotechnical/Civil Engineer Ct-ry -� ``7 • LE woca t s � M r S ' `. EY•�EPT �oR SU13S�GT �Po I•T '�ERN►ftNEN't' ERo StolJ CoN`c ItoL t_ANb SCAPtuG) II Z �Eo.`TF�tE�1fAt.. l US �EcTI o NS O APPRou�b ��Aµs 0 iERE tcs • et-r`t l�NoNA.S m ("ZEA • G�oY�cu. l'�� -t GOWN m N� 's �jZavt►Eb ON st'rE SEo7Ecu. CPLO m I . (NSPE CT�a N 7r-r<s„Ye CITY E". s�EG�aL INSP. 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MEgS t� RE 5` A L L S t_o P E s ��►�5., 8�G z TA tv� �E k.f•11 >Pr �� O awe S-cAB�E ANdsCAi'/�uG NOY �sT l� m CovE(t• 9NUAL L -rood A t: � S � g coN d l ? l 0+11 `. .$ �} L To u �oMAt. b Y.f tN Cont TU d �►1TN G�h�t A t. EY S-r, N Ew S.t:,JL• vJD2K e A �►C Y p D o KAI. TES , oct�la� 1Yt�I t_L Cb EO'TEcN • l'rEl"gS V, j di�E��-� SOILS • FOUNDATIONS • SITE DEVELOPMENT INSPECTION DRAINAGE DESIGN &PERMIT LEGAL P.O. Box 55502 Shoreline, WA 98155 (206)546"92117 FAX(206)546 -8442 RECEIVED : FEB 2 2 2006 DEVELOPMENT SERVICES CTR: CITY OF EDMONDS i FINAL PROJECT APPROVAL .FORM Y 9 i y 1 • 1 DEPARTMENT OF BUILPLNGS PER INTERNATIONAL RESIDENTIAL COODE,SECTION R110 AT: 726 Dale St' .� Building Permit #: 2006.0269 S. Occupancy established by this certificate: R3 Dwelling Unitsi, 1 i r No. Stories: 2 Basement: NIA Type of Construction: VB r. �l,y,L`1r` 1 Tn r$k rw rJt4 4f Z"�K„^7 i d Terre” i " . 1 t� 'a r + .a s. y ^ ' .. !ecd•'(y..na rrr?i y+yy.'Y li'Ay r r+Kr y�C 11 .. wv Yrr,iivr, r„r4.•`f'. dillni..41:+r„�li.}.in�11T.LH d utF�99g��i r_ i Ownerof building. �' Ee lewoo �ht mes��w - _ The Sins�le Family Residence at 726 Daley St h' s been �nspa°ctedantl�approved complying with the requirements of the 2003 edition of the International Residential Code as adopted4bythe'7tfQftHe group and division of occupancy and the use for which the proposed occupancy is classified. Issued this 22"d day of February 2006 Chief Building Official Y.• Any change of occupancy or use requires a building permit and a new Certif100 icate of Occupancy issued by the City of Edmonds Building Official, i