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Home My WebLink About7520 190th Pl Ne_BLD5057_2022 Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use Notice of Decision Staff Report Application Narrative Legal Description Vicinity Map Site Plan Landscape Plan Complete Streets Checklist Traffic Impact Analysis Snohomish County Traffic Mitigation Offer WSDOT Traffic Offer Form Tree Survey Stormwater Drainage Report Geotech Report Critical Area Evaluation Form SEPA Checklist Public Notice Material Noticing and Related Documents Water / Sewer Availability Certificate Unanticipated Discovery Plan Form Aerial Photo of Site Proposed Building Materials Lighting Plans and Lighting Cut Sheets Color Elevations Design Matrix Plat Map Title Report Lot Closures Preliminary Civil Plans Archaeological Survey o Confidential Documents. Contact the City to obtain. Topography (Existing Conditions) CC&R’s Deeds / Easements / Conveyances /Dedications Developer’s Agreement Recorded Copies Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. Letters and Project Documents Other: Civil Issued Permit Application Other Applications Construction Calculation Worksheet Approved Plans Review Comment Form Letters and Project Documents Other Agency Permits Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports SEPA and Noticing Materials Inspections As-Builts Other: Building Issued Permit Application Additional Applications Approved Plans Site Plan Letters and Project Documents Calculations Project Specification Manuals Reports Certificate of Occupancy Inspections Other: BLD5057 Residential Zoning Verification 7520 190th Pl Ne November 2022 ✔ ✔ ✔ 7520 190TH P L N E 15,000 31051400403800 ROOF OVE R RE AR YARD PATIO AN D BAC K D OOR ROB AN D M ON IC A FAL C ON E R AL IC IA.GIBS ON @ GMAIL .C OM ✔✔ ✔ 5105171953 5015 49TH AVE S S E ATTL E WA 98118 ARC H ITE C T - AL IC IA G IBS ON AL IC IA.GIBS ON @ GMAIL .C OM 5105171953 20'-6"18'14'456' 93,218 32,626 9,206 10 ✔✔ ✔✔ MARY ALIC IA GIBS ON 11.15.22 93,218 SK Y L I G H T S 6'-0" 14 ' - 0 " 12'-0" 16 ' - 0 " EQ . EQ . 2'-0" 6'-0" 8" (E) SINGLE FAMILY RESIDENTIAL (E) CONCRETE PATIO22'-0"58'-5 7/8" 61'-1 5/8" 64'-1 3/4" 65'-10 1/2" (E) CONCRETE STAIRS (N) ROOF FOR COVERED PATIO AND ENTRY SK Y L I G H T S 6'-0" 14 ' - 0 " 12'-0" 16 ' - 0 " +/-4'-0"TO ALIGN W/ OTHER POSTS EQ . EQ . 2'-0" 6'-0" 8" (E) FREE-STANDING GARAGE (E) DRIVEWAY 5' - 0 " 5'-0" SIDE YARD SETBACK 25'-0" FRONT YARD SETBACK 20'-0" FRONT YARD SETBACK 5'-0" SIDE YARD SETBACK 5' - 0 " 25'-0" 25'-0" FRONT YARD SETBACK 20'-0" THIS CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF A COMPLETE AND FULLY FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. ITEMS SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS. ALL ITEMS SHOWN IN THESE DOCUMENTS ARE NEW UNLESS OTHERWISE NOTED. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR "NOT IN ELECTRICAL WORK" IT MEANS THAT THE WORK IS NOT FURTHER DESCRIBED OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE ENTITIES OF THEIR ELECTION. IN ADDITION, THE DIVISION OF THE PROJECT MANUAL INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE WORK BETWEEN THE CONTRACTOR'S SUBCONTRACTOR NOR IMPLIES THAT ALL OF THE WORK FOR THOSE DISCIPLINES IS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL PROJECT MANUAL BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT. WHERE THERE ARE DISCREPANCIES BETWEEN THE PROJECT MANUAL AND THE DRAWINGS, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND REQUEST A CLARIFICATION. THE ORDER OF PRECEDENCE BETWEEN THE DRAWINGS AND THE PROJECT MANUAL IS AS DEFINED IN THE PROJECT MANUAL. THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE SO AS TO LEAVE SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS FOR GENERAL INFORMATION, PRODUCTS AND EXECUTION REQUIREMENTS. REQUIREMENTS OF THE SPECIFICATIONS APPLY TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDITIONAL INFORMATION FOR EACH ITEM SPECIFIED. IF DISCREPANCIES EXISTING BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING WITH ADEQUATE TIME FOR RESPONSE. THE ARCHITECT WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH WRITTEN CLARIFICATIONS. THE EXISTING DIMENSIONS AND CONDITIONS, INCLUDING CONTOUR INFORMATION SHOWN ON THESE DRAWINGS ARE ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE ARCHITECT OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSION OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSION OR LOCATION WITH THE ARCHITECT PRIOR TO INSTALLATION. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE DISCREPANCY EXISTS BETWEEN THE DRAWING AND THE DETAIL THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF FINISH OR FACE OF SUBSTRATE AT SURFACES WITH CERAMIC TILE, WOOD PANELING OR OTHER SPECIAL FINISHES. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (V.I.F.) THE DIMENSION SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "±", FIELD DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS. INTERIOR DETAILS ARE KEYED TO THE PLANS AT TYPICAL LOCATIONS. TYPICAL DETAILS APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION OF ALL TYPICAL DETAILS AND INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING. ABBREVIATIONS ON THIS SHEET APPLY TO THE ENTIRE SET UNLESS OTHERWISE NOTED. AB = ANCHOR BOLT BOT = BOTTOM BRNG = BEARING CONC = CONCRETE CONT = CONTINUOUS DBL = DOUBLE DF = DOUGLAS FIR DFSS = DOUGLAS FIR SELECT STRUCTURAL PROJECT DESCRIPTION + APPLICABLE CODESZONING INFO + AREA CALCULATIONS PROJECT DIRECTORY DRAWINGS PROPOSED SITE PLAN, ZONING INFO, NOTES FLOOR PLAN, ELEVATION, SECTION STRUCTURAL NOTES STRUCTURAL PLANS FRAMING DETAILS 31051400403800 RULC Section 14 Township 31 Range 05 - LOT 1 CITY ARL SP MJ-98-0025-SP REC AFN 9905245002 BEING PTN SW1/4 & SE1/4 SD SEC - TGW TH PTN LOT 2 SD SP DAF: COM NW COR SD LOT 2 TH S69* 03 24E ALG N LN SD LOT 2FOR 40.43FT TO TPB TH CONT S69* 03 24E ALG SD N LN FOR 176.69FT TO NE COR SD LOT 2 TH S15* 44 12W ALG E LN SD LOT 2 FOR 40.17FT TH N69 03 24W FOR 70.43FT TH N49* 03 25W FOR 116.95FT TO TPB - TGW THPTN LOT 7 SURV REC AFN 7808210556 DAF: COM NW COR SD LOT 7 TH S15* 44 12W ALG W LN SD LOT 7 FOR 443.42FT TO NE COR LOT 2 OF CITY ARL SP MJ-98-20025-SP REC AFN 9905245002 TPB TH CONT S15* 44 12W ALG SDW LN FOR 50.21FT TH S69* 03 24E FOR 47.63FT TH N09* 17 04E FOR 56.51FT TH N15* 31 17W FOR 79.17FT TO SD W LN TH S15* 44 12W ALG SD W LN FOR 69.30FT TO TPB - EXC TH PTN SD LOT 1 DAF: BEG NE COR SD LOT1 TH S15* 44 12W ALG E LN SD LOT 1 FOR 63.96FT TH N64* 54 18W FOR 64.66FT TH N26* 54 18W FOR 26.17FT TH N21* 16 51E FOR 53.61FT TO N LN SD LOT 1 TH S60* 10 49E ALG N LN SD LOT 1 FOR 78.72FT TO TPB -AKA PAR A CITY ARL BLA MN-02-026-BLA REC AFN 200209275003 93,218 SF ROB AND MONICA FALCONER 7520 190TH PL NE ARLINGTON, WA 98223 falconrn@gmail.com OWNER ALICIA GIBSON 5015 49TH AVE S SEATTLE, WA 98118 TEL .510.517.1953 aliciagibson@gmail.com ARCHITECT A0.0 A1.0 S1.1 S2.1 S3.1 DESCRIPTION AND SCOPE OF THE PROJECT: - BUILD NEW ROOF OVER EXISTING CONCRETE PATIO AND OVER EXISTING BACK DOOR AND STAIRS - NO LANDSCAPING WORK, NO NEW GRADING (EXCEPT WORK DONE FOR NEW FOUNDATIONS). NOTE: SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. ELECTRICAL INFORMATION SHOWN ON PLANS IS FOR REFERENCE ONLY. PROPOSED SITE/ROOF PLAN 1" = 30'-0" 2018 INTERNATIONAL RESIDENTIAL CODE (AS AMENDED IN CHAPTERS 51-52 WAC) ENGINEER SIDE SWAY ENGINEERING contact CHRIS BERNARDS 20305 87TH AVE WEST EDMONDS, WA 98026 TEL. 425.673.4160 chrisb@sideswayengineering.com VICINITY MAP A0.0 EXISTING IMPERVIOUS SURFACES GENERAL NOTES: EA = EACH EL. = ELEVATION EX = EXISTING (E) = EXISTING FDN = FOUNDATION FF = FINISH FLOOR FTG = FOOTING CODES APPLICABLE TO THE PROJECT: HDR = HEADER HORIZ. = HORIZONTAL O.C. = ON CENTER REINF. = REINFORCING R'QD = REQUIRED S.G. = SAFETY GLAZING SIM = SIMILAR TYP = TYPICAL UNO = UNLESS NOTED OTHERWISE Description Scale AS NOTED COVER PROPOSED SITE PLAN PROJECT INFO 5015 49th AVE S Seattle, WA t 510.517.1953 aliciagibson@gmail.com a l i c i a g i b s o n a r c h i t e c t F A L C O N E R PA T I O R O O F AP N 3 1 0 5 1 4 0 0 4 0 3 8 0 0 75 2 0 1 9 0 T H P L N E AR L I N G T O N , W A 9 8 2 2 3 EXISTING HOUSE 1551 SFT EXISTING GARAGE 915 SFT EXISTING PATIO 902 SFT EXISTING FRONT PORCH 28 SFT EXISTING DETACHED GARAGE 1854 SFT TOTAL EXISTING 9,206 SFT PROPOSED IMPERVIOUS SURFACES PROPOSED ROOF OVER PATIO AND BACK DOOR 456 SFT TOTAL PROPOSED 456 SFT NEW SITE TOTAL IMPERVIOUS SURFACES = 456 SFT 11.15.2022 MAX LOT COVERAGE - 35% = 32,626 SFT APN ZONING LEGAL PARCEL SIZE N !"#$ '( #$ +( ,- $#$ )..// 012"536 7899:7;<1==4%+' $!, >%+ 1 ?@* 8:ABA8CDAEFGHIDJ8A:CBGJ%KL%M GGNGO7PP78PQ89AGR*S%+ CSU 0 %K5%/ %+ 'X%S Y 4%. Y//S. @Z/ ? 5S/ $ -[/\+.% J7P7FA88]:AF__P7FF 7D8:7FBPAQ9AGH ]H7P8J7 ]H7P[`GH7 12[#$ ,a- $#-7OA7]fQ7 7FBPAQ9AGH FFADH7_G 7O !"#$ ,h! !G:8H_gF7BGHB7PHF [! ! "#$## %#% !&#'() *+, -.* !-'/0! #( *) #%1.#( *)2# #%1.#(3 *4+, -.() *#56+, -.() * &#.#((7 # #BCDEFFEGHIEIIBBBJKGEGBCDEFFEJHIEIIBBBJKGEGFKXOYZ[SMS\]