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20030737.pdfDATE RECEIVE;41 - ­� __0rqa no '21 I r [PERMIT EXPIRES USE PERMIT ZONE CITY OF ED NDS NUMBER a2-003:1��� CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS e6 j.;4, AAa (n 51- OWNE!ME OF BUSINE S AJ FIAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE S 15 MAILING ADDRESS TIESCP APPFO"O MAP N(07? PUBLIC RIGHT OF WAY PER OFFICIAL STREET RW Permit Required Street Use Permit Req'd CITY ZIP ITELEPHONE Inspection Required 13 EXISTING — PROPOSED sidewatkRequirod 93 Fr Underground REQUIRED DEDICATION Wiringfoqu4ed 13 METER SIZE OF FIXTURES PRV REQUIRED NAME YES E3 NO 13 ADDRESS REMARKS FOR EROSION CONTROLIDRAINAGE OWNER/CONTRACTOR RESPONSIBLE r_.Yvi, PAZ, CITY ZIP TELEPHONE -1 j4C( jlv- Aqw-unt A NAME CBLO -1 ENGINtERING REVIEWED BY DA� ADDRESS NINE —F FIRE REVIEWED BY 76ITY ZIP TELEPHONE 0.07 M 6_177 BOND VARIANCE OR CU SHORELINE OR ADBO INSPECTION STED PO STATE LICENSE NUMBER REO'D OYES S -7)rD u r= AREA SEPA REVIEW SIGN HEIGHT PROPERTY TAX A C NO. COMPLETE EXEMPT ALLOW.E04PROPOSED ALLOWED PR OPOSED ou �5 0 EXP NEW RESIDENTIAL 0 PLUMBING/MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.) ALLOWED PROPOSED FRONT SIDE REAR FRONT L/R SIDE REAR z - COMPLIANCE OR COMMERCIAL ADDtnON 1-1 CHANGE OF USE _r_� z PARKING LOT AREA PLANNING REVIEWED 13Y DAT 0 REMODEL MULTIFAMILY 1:1 SIGN REQ`D I PROVIDED o FENCE GRAJIbN 11 REPAIR DS X FT) F REMARKS OTHER 0 DEMOLISH 0 TANK RETAINING WALL FIRE SPRINKLER oGARAGE CARPORT' ROCKERY FIRE ALARM (ME OF USE, BUSINW& OR ACTIV" EXPLAIN: V10\11- CHECKED BY 0 0 TRU11:11ON OCCUPANT 0 0 GROUP U VA CA i 14P NUMBER NUMBER OF CRITICAL ft-)2 OF DWELLING AREAS ��JUNITS_ -OCCUPANT SPECIAL INSPECTION JAREA 0 LOAD STORIES REQUIRED [3 YES DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 100/FINAL INSPECTION REGID 0nd_f.6&1 na =MV Ask V41 J36 VALUATION $ Description FEE Description FEE Plan Check State Surcharge HEAT SOURCE GLAZING % LOT SLOPE % I Building Permit City Surcharge — . VESTED DATE PLAN C1 -- Plumbing sessee. Mechanical THIS PERMIT AUTHORIZES ONLY THE WORKINOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY omLx ANY CONSTRUCTION ON THE PUBLIC Grading VAYS. MARQUEES. ETC.) WILL REQUIRE DOMAIN (CURBS, sioEwALKS,DRM SEPARATE PERMISSION- Engr. Review PERMIT APPLICATION: 180 DAYS L PERMIT LIMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspect1QAj SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS Fire Review Plan Chk, Depos, 'RPROVAL IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER MATURE, ARISING DIREC1`1Y 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 Landscapeinsp. Total Amt. Due 0 NCE PROVISION.' NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINA Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPR GIVEN IS CORRECT. AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPetwfw rrY AND STATE LAWS REGULATING CONSTRUC- CALL This applicaUcin Is not a permit until signed by the Building otficial of hisihor Deputy: and Fees are paid, and TION: AND IN DOING THE LITHO IZED THEREBY. NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE WOR 'DE ; THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowl space pZded. WORKMERS COMPENSYION INSURA E AND RCW 18.27. OFFICIALS SIGNATURE 11 TURE (OWNER E DATE JIGNED Mal 771-0220 R DATE ATTENTION EXT 1333 L/ d /0 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFi- ORIGINAL - FILE YELLOW - INSPECTOR A CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING z 0 0 M i GARY HAAKENSON Ilk I '' 1 4 CITY OF EDMONDS MAYOR Inc, 1891, I 121 5TH AVENUE NORTH e EDMONDS, WA 98020 * (425) 771-0220 9 FAX (425) 771-0221 Website: wmdedmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning* Building* Engineering August 20, 2003 @ Sundquist Homes Too Tern' McGuire From* Lara Palmatier, City of Edmonds Rea Demolition Bonds for 8512, 8516, 8520, 8526, 8528 Main Street, Edmonds WA Tern, The City of Edmonds requires a demolition bond in the amount of $2000 per )lased single family residence be posted prior to permit issuance and will, be rele when the demo pernuits are finaled by all required City Divisions. You may post if you wish. Thank you. If you one bond for a total of $10,000 (for all five houses) i have any questions please call us at 425,771,0220. It Incorporated August 11, 1890 Sister City - Hekinan, Japan II WrAlt-lapa* All;, A! 117 1 4 Z 'A! It I t L k. it 71, It kk Ir t 6 dd ddddddddddddddddd, 1 4 lit, t tj ro� t ILI. I Tl IlL Irk-" r, L 'Itl It oi I 7 IL It 0 41 t4lp �454 -k IN" .'I I'Itert I I 1 .1 rd L I Ilk kr; i,. t L I It I r -:'I� L" ILI gd kj A; '�'o �% ;:.tl ' ' Ilk r r L' tL' I + 4 1 —rl jr '. bt� t bd 1 1-4 r 44 1 It rj ILI, I r L A� It ILI, r r kj� , py Ir" on k r kI L Ij r+ 114, 7t L. 1 004 r I W z 0 i 0 m =iii m c rn 0 0 c m m ,c):5 Z 0 -n 3:9 mm o ai 0 o Fn C (j) c CO) M 0 z W z 9 0 m Date Signature I:temp:bldg:forms:ocaprvl 3/25/04 I ATTN: ASCADE TESTING LABORATORY, INC: TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823-9800 EVERETT (425) 259-0817 FiaD REPORT (2) INS CTION PERFORMED 7RESTEEUCONCRETE RESTEEUMASONRY OTHER PREVIOUS REPORT No. No. 119367 DATEA'j CERT. NO. WIM AW! PROJECT Alo�M LOCATIO 7_ BLM. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER FOUNDATIONS 7s'LAB COLUMNS 2WALLS BEAMS (4) LOCATION (AREAS) Yj&a=-2Ad& NCRETE114AGONA41 MIX NO. DESIGN STRENGTH 0'0*1� SUPPLIER A19 -61b TOTAL CU. YD. PLACED -e- SPECIMENS CAST A Aqalca SLUMP (INCHES) FAve-y A& AIR CONTENT 64 SEE CYLINDER REPORT NO. RESTEEL ONLY STR.STIWELDING STR.STIBOLTING (3) ITEMSINSPECTED FOOTINGS AUGER CAST PILES DRILLED PIERS I —YES —NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS 58ir Al M TEST FkE$UI.T5.APLlLY ONLY TO THE ITEMS - - . . — I... 1 1, - .4 HERgIN'TESTED. THIi REPORT SHALL NOT INSPECTORP, NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL. WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. INSPEC T OR SIGNAT U R EVISED G= SIGNED BY COPIESTO:w/_'a. q." - cl I �'g z"w R." Z XS n Nt f Z' 01 k" EDCASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 (A25' a 23:9:OC EVERETT (A251 259 0 1; COMPRESSION REPORT A- ffAW ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA I AIR TEST METHOD: 0 PRESSURE ASTM (0-231 OR 0 VOLUME ASTM C-173 EQUIPMENT USED I.D. THERMOMETER CCOTHO -AQ!#— SLUMP CONE CSLCOOAalf— AIRMETER CCOAIO� OTHER in% Cone d Shear TYPE OF BREAK: (A) Cone (d) Shear (e) Columnar COMPRESSIVE STRENGTH (b) Cone and Split CYLINDER DATE DATE AGE SIZE NUMBER MADE TESTED DAYS 7 Z9 7 '17��3 ze FIELD I I 47.qb 7 - 51' REPORT No.__. No. 4. 71 �' - TOTAL —STRENGTH I TYPE LOAD PSI I BREAK CONCRETE COMPRESS10 MACHINE I.D. #CCOCOOO-- 0 ASTM C-1 231 SAMPLING IN ACCORDANCE WITH 0 ASTM C-617 APPLICABLE CODES 9 SPECS. — SAMPLE PIU DATE TEST METHOD ler"M-2"r— CU. YARDS PLACED SUPPLIER I CEMENT TYPE IS.469 DESIGN STRENGTH — CACr2 % A ADMIX. PLACEMENT AREA& NOTES TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHAL 'L NOT INSPECTOR( BE REPRODUCED ExCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF cAS4::ADE INSPECTOR TESTING LABORATORY- INC. I REVISED 8= COPIES TO: SIGNED BY A 4t E�' M AN 0 M, 10 z' rn X V' ASCADE TESTING LABORATORY, INC. JL INSPECTION I ENGINEERS 1��12919 N.E. 126TH PLACE .9800 KIRKLAND, WASHINGTON 90034 14251 823 EVERETT IA251 259-0817 COMPRESSION REPORT AT'rhl THE FOLLOWING WAS NOTED: cm n TFqT nATA FIELD /Z., g0jA REPORT No. lu -No. 51907 DATE 4� MT. -NO. LO BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM 41S T ? ENGINEER ARCHITECT CONTRACTOR 7Z Z TRUCK PLED TRUCKTICKET 0. M NO. TIME SLUMP UNIT % AIR WEIGHT YIELD TE P. CEMENT 64 FACTOR ASTM C-10( ASTM C-1 43 ASTM C-138 CONC A IR 2.'.00 AIR TEST METHOD: [3 PRESSURE A5TM fj-ZLil UM u vuLumr- rw t EQUIPMENT USED I.D. SLUMP CONE CSLCOO 17 THERMOMETER CCOTHO-12— AIRMETER CCOAI0_ OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear SATCH DATA FOR cu. Yo. DESIGN WEIGHTS % MOIST. — ADJUSTED CEMENT cr 0 FLYASH C.A. 3.1& C.A. .3c)6- -1 1 C.A. FINE AGG. WATER z ITOTAI DATE ii -TESTED CONCRETE COMPRESSION MACHINE I.D. ff %j%.0%J%j%Juv_ 0 ASTM C-1231 SAMPLING IN ACCORDANCE WITH SAMPLE pjU DATE TEST METHOD 0 ASTM C-617 APPLICABLE CODES & SPECS. SUPPLIER CEMENTTYPE CU. YARDS PLACED t* % DESIGN STRENGTH AEA ADMIX - IS- 46 - 0 CAG12 11-7.20 Zf 6 PLACEMENT AREA& NOTES 40 TEST RESULTS APPLY ONLY TO THE = I HEREIN TESTED. THIS REPORT SHAL INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, YATH- OUT THE wRITTEN APPROVAL OF CASCADE TESTING LABORAMRY. INC. INSPECTOR SIGNATURE REVISED 1102 COPIES TO: A-14- &ME" ILE5 - SIGNED BY rn W Al'