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10617 ROBIN HOOD DR.PDF10617 ROBIN HOOD DR PLANNING DATA SINGLE FAMILY RESIDENTIAL Name: # Date: Site Address: Tax Parcel: C Project Description: �1�� tk�9��ncL �C �, cov��d«k_ Plan Check #: SLD201.500$8 Reduced Site Plan Provided: (YES Zoning: Map Page: Corner Lot: (YES /(D Flag Lot: (YES AD Critical Areas Determination #: C kA-,WtS000,5 ❑ Study Required Waiver SEPA Determination:,211 Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form .- Required Setbacks Street: , Side: S� Side: E Rear: Actual Setbacks Street: Side: Side: TR—ear: ❑ Detached Structures: ❑ Rockeries: None- ❑ Fences/Trellises: . ❑ Bay Windows/Projecting Modulation: Stairs/Deck: ,¢.o( vex'. 4% 9, 5�- ' s Buildin Hei ht Datum Point: ` Datum Elevation: ♦ , S Maximum Height Allowed: < S Actual Height: 2>711.9q21, i other Parking. Required: Parking Provided: Lot Area: } Na Maximum Lot Coverage: 35% Proposed: L/% Lot Coverage Calculations: NO�� �' '^}° 1�Q02 -r,{, = 2i Z1} 0 =1 O, Vto to = 20. Y 7 ADU Created: (YES /6D ° Subdivision: v. g, .� Legal Nonconforming Land Use Determination Issued: (YES Comments Plan Review By: Planning Data Form 07-14-09 Vicinity Ma NTS I@ 1. ALL CONSTRICTION TO COMPLY WITN THE 2012 INTERNATIONAL BUILDING CODE AND ALL AMENDMENTS TO SAID CODE, INCLUDING WAC SI-40 BARRIER -FREE REGULATIONS AND CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE, THE INTERNATIONAL. ELECTRICAL CODE, INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FIRE CODE, POINT FEDERAL GLAZING STANDARDS. AMERICANS WITH DISABILITIES ACT, AND THE FAIR HOUSING 2. ALL WORK SHALL BE GOVERNED BY AND SHALL BE CONDUCTED IN ACCORDANCE WITH AMERICAN OF INSTITUTE OF ARCHITECTS DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, CURRENT EDITION. 3. THE CONTRACTOR SHALE CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION SUPPLIED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS SUSPECTED OR ASSUMED PRIOR TO CONSTRUCTING ANY WORK. 4. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF THE WORK ALREADY PREFORMED UNDER THIS CONTRACT TO DETERMINE THAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK 5. DO NOT SCALE THE DRAWINGS - CONSULT ARCHITECT FOR ANY REQUIRED DIMENEIONAL CLARIFICATION, CONTRACTOR SHALL CAREFULLY REVIEW THE DIMENSIONS INDICATED ON THE DRAWINGS AS UELIL AS FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS OR PROBLEMS, PRIOR TO CONSTRUCTING ANY WORK. 6. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT AND PRIOR TO ORDERING MATERIALS FOR OF EACH PORTION OF THE WORK. 7. DIMENSIONS ARE TO THE BUILDING GRID LINES OR TO THE FACE OF STUDS OR MASONRY, OR CONCRETE UNLESS OTHERWISE NOTED. 8. GLAZING SYSTEM DIMENSIONS ARE TO CENTER OF MULLION UNLESS OTHERWISE NOTED. 'CONTRACTOR TO FIELD VERIFY AS -BUILT ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 9. FLOOR LINE DIMENSIONS ARE TO TOP OF SUBFLOOR IN WOOD FRAMED CONSTRUCTION OR TO TOP OF CONCRETE SLAB ELSEWHERE. 10. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL DICIPLINE ARE TO BE AS BINDING AS IF REQUIRED BY ALL THE CONTRACT DOCUMENTS INCLUDE THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION OF EACH ASSEMBLY. 11. IN CASE OF CONFLICT, THE DOCUMENTS SHALL BE GOVERNED BY THE FOLLOWING HIERARCHY OF AUTHORITY: SPECIFICATIONS GOVERN OVER DRAWINGS, STRUCTURAL GOVERNS OVER ARCHITECTURAL IN MATTERS OR STRUCTURAL DESIGN. MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS GOVERN OVER THE DOCUMENTS, BUILDING CODE REQUIREMENTS GOVERN OVER ALL OTHER REQUIREMENTS. CONTRACTOR SHALL STUDY THE DOCUMENTS CAREFULLY AND SHALL CONSULT THE ARCHITECT REGARDING ANY CONFLICTS SUSPECTED ORASSUMED BETWEEN THE REQUIREMENTS OF THE VARIOUS DOCUMENTS. 12. THE'GENERAL CONTRACTOR TO COORDINATE SIZES AND LOCATIONS OF FLOOR AND WALL OPENINGS, PENETRATIONS AND SLEEVE LOCATIONS FOR ALL WORK PRIOR TO CONSTRICTION, INCLUDING BUT NOT LIMITED TO MECHANICAL AND ELECTRICAL WORK. 13. PLUM51NG, FIRE PROTECTION. HVAC AND ALL ELECTRICAL SYSTEMS ARE TO BIDDER - DESIGNED SYSTEM. OBTAIN SEPARATE CONSTRICTION PERMITS AS REQUITED FOR WINDOWS: EACH SYSTEM. THE GENERAL CONTRACTOR TO COORDINATE DESIGN AND INSTALLATION OF THESE BIDDER -DESIGNED SYSTEMS. 14. THE GENERAL CONTRACTOR SHALL INSTALL ALL WATERPROOFING ELEMENTS OF THE BUILDING ENVELOPE COMPLETE WITH ALL REQUIRED WEATHER BARRIERS, FLASHINGS, SEALANTS, WATERPROOF MEMBRANES, ROOFING MEMBRANE AND EXTERIOR SIDINGS IN ACCORDANCE WITH BUILDING CODE, INDUSTRY STANDARDS, MANUFACTURER SPECIFICATIONS AND THE REQUIREMENTS OF THE OILER'S BUILDING ENVELOPE CONSULTANT. INSTALL ALL SEALANTS, MATERIALS AND SYSTEMS IN PRECISE CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. INSTALL FLASHINGS IN PRECISE CONFORMANCE TO SMACNA OR AS DIRECTED BY OWNER'S BUILDING ENVELOPE CONSULTANT 15. FIRE EXTINGUISHERS, STANDPIPES AND CONNECTIONS TO BE IN51ALLED AT LOCATIONS ACCEPTABLE TO THE LOCAL BUILDING INSPECTION JURISDICTION AND FIRE DEPARTMENT. 16. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISHED OPENINGS A MINIMUM OF 4" INCHES FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 17. INSTALL ACOUSTICAL AND THERMAL BARRIERS AND FIRE RATED SEALANT IN EXACT ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, PER THE DOCUMENTED AND FIRE TESTED WALL, FLOOR/CEI LING, ROOF OR WALL ASSEMBLY, AND IN PRECISE ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. ACOUSTICAL BARRIERS AND ASSEMBLIES SHALL BE INSTALLED AS DIRECTED BY THE OWNERER'S ACOUSTICAL CONSULTANT. NOTE THAT ALL PENETIRATIONS THROUGH FIRE RATED ASSEMBLIES ARE TO BE FIRE STOPPED WITH APPROVED THROUGH PENETRATION FIRE STOP ASSEMBLIES WITH THE SAME RATING AS THE ASSEMBLY AFFECTED. L 18. THE ARCHITECT WILL HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER ONLY TO THE EXTENT PROVIDED IN THE AGREEMENT BETWEEN OWNER AND ARCHITECT AND THE CONTRACT DOCUMENTS. IN MATTERS WHERE THE ARCHITECT WAS NOT BEEN ENGAGED BY THE OWNER TO CONDUCT CONSTRUCTION ADMINISTRATION DUTIES, THE OWNER SHALL FULFILL THE ROLE OF THE ARCHITECT AND SHALL BE RESPONSIBLE FOR ENSURING FAITHFUL PERFORAMANCE OF T CONTRACTOR IN ACCORDANCE WITH THE DOCUMENTS. 19. THE ARCHITECT WILL NOT BE REQUIRED TQ MAKE EXHAUSTIVE OR CONTINUOUS ON SITE INSPECTIONS TO CHECK DIMENSIONS, QUALITY OR QUANTITY OF THE WORK ha09 4-ath0n yMB Z 5%�.9792 d riands fiNay '. dr�ohds �A sd213 Legal Description/Tax Parcel, Tax Parcel: 00571300100200 Legal Description: SHERWOOD VILLAGE BLK 001 D-00 - TR 2 Zon,ioj& Site Area Calculations �ONIN� fV1AXUMUM BLDG. ]HEIGHT �51. %�aEl'BACKv�: IRON 1 5' SIDE 7 �` REA11.15 }PPL FABLE C©DES 201.2 INTER Rf=SIp,ENT(A,L GQD 1Nl 6TATE AMNTSr_ 201 INT>rFz FIRE CtJP W% T/'G;1 I1MN;1'S Scope of Work: Demolish existing deck and roof. Existing sliding glass door to remain unchanged to access new deck. Construct new deck and roof in same location and level as existing deck and ,�`oof. ee drawings for exact location. Building Height Calculatio CORNER Site Classification Worksheet. Proposes Impervious surface Areas 10 * Breakdtrn�rt of R talatetl Irn rvlqu� Area 11 New roof area : 312 ExistihqDrivi?wa 13 a laced exam area, ` 0' . 14 Total Re ulatetl Irr "rvrous+Area 312° 'Total Existing`; Mpe vrous surface r1or to 1976 ��... 4t11_: EXlatl W9ikwa 10{l 18 ''': Gravel dWestside 970. 19 . Gravelpad'Esstsi�ie' 1C1` 20.: a 4,270. Breakdown of Re utated'Imperufous :Area 21 Nev/ roof Brea of deck 312 22 23 TOtai%s�v Regulated. lmpery 0100 Area 312 Site:'Cov,eraae Rion Area Percent=; a..:A 090 OO,k;..... s:House FJoar Arsa 1,902 ross Dock.-CoVerete 260 Id `.Coven e. 2,1132 .'20%.. �&r fret o ,ire r .1,�1°fi A N 88 19'16" W 90.00 2 ( Replace existing deck roof area, I 8X25' = 200sf with new roof area 260 sf Net new roof area: 60 sf \ I NW corner 350'-1 3/8" Lu z� ( CL N `ash U rt Site Plan 1 if = 10'-0" no Applmnt shalt repairlm, placei ail dai vqe to Utilities orfmntage ►t nprovements h sty right-of-way per City sta-pidards N at L caLm or occurs d+urklg trio gritted project. ENGINEERING DIVISION E •ate, —,—'7\_7\ New deck, stair and conc pat at yard level outside of new deck roof area: 65 sf I Gravel area approx 150 sf, installed prior Ito 1976 I St comer 349'-01 /8' Zom 9S - Corner Setbacks J�ec�uired Actual Front Rear fin/) - 1' MEL I i.. Other 0 0 IT ua ai z r„ O ti U) u7 � N 0f uj a z uj ar H O O LL z z U Lim) Ct1 � N 0 O O o_ Ix m 0 z Z O w C) Of W w Nw/y v! 2 J J d N0 to oaa 00 c o c 0 V) N 0 _U 8 m `m E u) E o ° 0 U a U SHEET TITLE Site Plan, Cover Sheet, Code Data SCALE: DRAWN BY: " - ' 11 AMC 19. THE ARCHITECT WILL NOT BE REQUIRED TQ MAKE EXHAUSTIVE OR CONTINUOUS ON SITE " "'v S, THE,: � OO Wv s5 qv� INSPECTIONS TO CHECK DIMENSIONS, QUALITY OR QUANTITY OF THE WORK u EAs rt�RNrx 348 o ro. FT�yti1d ° c��ae zr�' at ti`�� of be A VED AS NOTED a t� MAR 0 3 201c ��' DATE: CHECKED BY: fQTL' ° 4DT f�0� Zpi` Q8t8: 20. THE ARCHITECT WILL NOT WAVE CONTROL OVER OR CHARGE OF, AND WILL NOT BE A 35`0, �5,,7 1�ce 0tti pact BUILDING DEPf�FI•I i, PIT c� 4 201� FEBI'E� ADS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR AVERAGE'Of2 b PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS W CONNECTION WITH THE WORK MA7f ALLOWE�;BLDO HHGHT C°it t4 e C CITY OF EDNIONDS/04/14 PROJ. No: 't 170 BUILDING DEPhCdTi' EN THESE DUTIES BELONG EXCLUSIVELY TO THE CONTRACTOR 00 21. ALL JOIST PENETRATIONS SHALL BE SOLVED BY BOTH THE STRUCTURAL ENGINEER AND THE RY ELEVA. II vow HEI H .:-OPTHE Hlt�Fl ST F2tC7G>✓ S:.dOQ Cif=/PeEFl/CUB I' f':t:;'TO- (v ������;�JSI�L� �(�� r y n� CITY OF EDr 4OND - STR SHEET No: TRUSS MANUFACTURER OWNER: ADDRESS: l F�Z3 2 u OSIJ,� t,ON, �j'�) JI�(N;�'tC: A I Permit Submission