Loading...
APPROVED ENG BLD PLN-BLD2021-0118+Architectural_Plan+3.4.2021_3.19.17_PM+2076898DRAWING INDEX P u gf�h ,a Puget Dr lgelhStSw Hindley Ln� i - call - Cos pers st ^aoth at 3 o 00 __Oi]th at aw EDMONDS � I _ _ I I — I � n ^_Olot 3t^w -_ UNDERWATER �' I 1��, { '_4'�nd PI Zv; PARK R- u I— ° rir rj' Qlen St ¢ �—� M.LEWC7C1il Jlf �'- Saley St Rid ga Bes o f r` I� F r t Edmonds z * Main St 7 Saybn St n VICINITY MAP NTS ---- Zone RS-12 Corner ,------, :Flag Setbacks: Required Actual Front 25' 25' _ ____________" Sides 10, 28'-2 Rear Other .________--- Height O] z LLI z LLI Q 0 Ir- :q: UI SITE PLAN 1 /8" = 1'-0" N W E S Y � J Z d W @ OfW w U o U U j t 2-7LU LU Of _ U) Q U W O Q U SITE PLAN NOTES 1. ALL ITEMS EXISTING UNLESS NOTED AS "NEW." 2. SIZE OF BUILDING AND DECKS IS ACCURATE. 3. LOCATION OF BUILDING AND STREAM IS APPROXIMATE. 4. SITE PLAN IS NOT BASED ON A LEGAL SURVEY. 0 0 0 W z J W a- O a a I I � I I ILL :w UI im :LL QI :F— m I CD 10 'Im LL ■LO 0I :CV ■ 0 LLLAD 2 ■� :� NI ■� : LO F, --�- - I I CD 1 z ZI JI I ■ : > I I o I I I : ■ J I = I I a I I i ■ Ln I UP W I ' I I ■ fi-- F L PROPERTY LINE, 120.00' ■ ■ ■ EXISTING CORRUGATED EXIST. ASPHALT DRIVEWAY I STEEL PIPE CULVERT ■ I UNDER ROADWAY ■ ACCESS EASEMENT ■ I I ■ �I ,7 ■ ■ ■ IY o 10' SIDE SETBACK : I Q o ■ • I � LLi ■ ■ ■ IN Iz EXIST. NON -CONFORMING PORTION OF HOUSE ' ' I ui W TWO EXIST. PARKING STALLS IN GARAGE h I "' 0 — — — — — — — — — — — — — — — — — �, ■ ■ I — — — — — — — — — — — — ORDINARY HIGH 0" WATER MARK AS O FLAGGED BY a �' ' ' WETLANDS CONSULTANT I I Cf) � � �♦ I I I LU '� ♦ I I blo, LLJ o ' Z • , o X y ': I = O I I w � �► J cf) W S3VV I •�' _ I ' `=' I z OC I OC WLLJ I j I CD IS _•I ■= I j w = �I It I i I I w - 1-------- - 9 ■O ss O ci ■ I EXIST OF OVER NG I' ' I■ ■ NEW ROOF OVERH G o I ■ NEW STEPS LESS THA ■ I■ ■ ■ 30" ABOVE GRADE I : ■ HEIGHT CALCULATION I■ ■ I■ ■ ■ LEAST RECTANGLE I■ ■ 10' SIDE SETBACK EXISTING STONE FOOTPATH ■ ■ PROPERTY LINE, 120.00' ■ ■ - HEIGHT LIMIT CALCULATION 96.2 + 95.5 + 95.5 + 97.8 = 96.3 + 25.0 = 121.3 MAXIMUM 4 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED Jdl Wax 03/16/2021 VV Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. APPROVED BY PLANNING al 6�f Mar 16 2021 ARCHITECTURAL: A-1.0 SITE PLAN & PROJECT INFO A-1.1 IMPERVIOUS DIAGRAMS A-2.0 PLAN, SECT., EXT. ELEV., ELECTRICAL A-3.0 SCHEDULES A-4.0 STRUCTURAL OWNER JOAN AND BRIAN POOR 1002 10TH AVENUE N EDMONDS WA 98020 (425) 771-5581 joan.paperboats@gmail.com ARCHITECT VELOCIPEDE architects inc 3104 WESTERN AVENUE #102 SEATTLE WA 98121 (206) 529-9356 CONTACT: GEORGE OSTROW george@velocipede.net CONTRACTOR PATHWAY DESIGN & CONSTRUCTION P.O. BOX 94731 SEATTLE WA 98124 (206) 937-4809 CONTACT: MIKE KOCHARHOOK mike@pathwaydc.com PATHWDC927LP WETLANDS CONSULTANT 7K ENVIRONMENTAL LLC SEATTLE WA (206) 683-7229 CONTACT: KATE KNOX MACHATA kate@7kenvironmental.com PROJECT DESCRIPTION: NEW FRONT PORCH ON EXISTING SINGLE FAMILY HOUSE APPLICABLE CODES: 2020 EDMONDS COMMUNITY DEVELOPMENT CODE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE CODE HIGHLIGHTS: ZONE: RS-12 OCCUPANCY: R-3, U CONSTRUCTION: TYPE V-B LOT COVERAGE (PROPOSED): LOT SIZE 13200 S.F. EXISTING HOUSE 1634 S.F. EXISTING BACK DECK 253 S.F. PROPOSED FRONT PORCH 135 S.F. TOTAL LOT COVERAGE 2022 S.F. MAX. ALLOWED LOT COVERAGE 4620 S.F. (35% X LOT AREA = 4620 S.F.) LEGAL DESCRIPTION: THE EAST 120.00 FEET OF THE WEST 150.00 FEET OF THE SOUTH 110.00 FEET OF THE NORTH 220.00 FEET OF TRACT 12, PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, IN SNOHOMISH COUNTY, WASHINGTON. ASSESSOR'S PARCEL NUMBER: 00548900001210 R E S U B "Nothing in this permit approval process shall be interpreted as 3/5/2021 allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, CITY OF EDMONDS regardless of whether such building, structure or condition is DEVELOPMENT shown on the site plan or drawing. Such building, structure or SERVICES DEPARTMENT condition may be the subject of a separate enforcement action." 3104 Western Avenue #102 Seattle WA 98121 7459 REGISTERED ARCHITECT GEOROE OSTROW STATE Of WASHINGTON Z1 4 MAR 2021 DATE: 27 JAN 2021 PHASE: PERMIT SUBMIT PROJECT: 2021 DRAWN: GHQ SCALE: 1/8" = F-0" SITE PLAN & PROJECT INFO Aoo 1 o © 2021 VELOCIPEDE architects inc O 0 O Cn 0 m O c Cn -- -- -1-- -- -- 1 1 I 1 1 0 m I 1 1 >< 1 1 mo U) I •.♦,1� rn O x ♦• ` U) Fn T ♦ O .. noon. _►• Z . ...................... G7 7-1 I I G) m r _ �— _____T__ o0 1 CD 1 00M Nx m zc 1 oc) m1.— Cn_� 1 �' 1 �o moo-'♦ —Q' — 1 ♦• U) -0 ♦ D P = 7-1 O m ,----------------------------i 1 0 0 1 1 I 1 co I 1 Cn x U) M 1 p 1 z 71 0 1 n 1 I 1 1 I I I I p an No No No No No No No No No No No No No No 1 I I I I I I ORDINARY HIGH-WATER_ low ...................................... ,..... -'-...- .............................ORDINARY HIGHWATER I I I I Cn m � n 0M m<O 0r- M � ♦♦^^ V+ ;UM0 O� C E Z Z M�0 00 m C/) z r-- No 1 1 r — — — — — 1 1 1 1 ,I. - ' .......... 1 ................ L 1 1 W o co x 1 75 FOOT BUFFER 1 Cn m 1 1 D 1 n 71 1 — — — — — — — — — — — — — CC/) > 1 O � O 1 �zm c C/) 1 .�-..... "Wawa ...... "noun ...... !--------- 56.25 FOOT BUFFER fJ�< 1 0 Wiz= 1 1 1 c _Um 1 0') ivmx 1 C/) ;U C/) �z 1 0 0 1 • T 1 1 1 1 1 1 1 1 1 J1 No T 0 1 o D m 1 L------- r 1 fJ � > n 1 ;va,M -nO � 1 �m o 1 u,(nO�g -v � D Oz � m 2 M I I I I I I I I I I I 1 I I 1 1 om I 1 1 >< 1 1 Mo 1 1 Z U) ,.•' I .• rT l (00XCn Cn O 4 T >............u•u•uu L No 1 . I 1too 1 •' ... �..... �• 10 ...........................i ..;11 1 1 -4o I 1 Cmx p�zj 1 z 1 7-1 o c> 1 m 1 I 1 1 I 000 �' 1 � 1 1 I 1 I I RY HIGH WATER I ORDINANo --ARY am HIGH WATER -_.....noon-----noon-------------ORDIN I I r-- No —�-�— —••�— —�-�— T — — — — — — — 1 1 1 1 I 1 1 ♦..�....................... ....L I 1 W o 1 75 FOOT BUFFER 1 co X 1 p m � 1 1 71 1 I j I — — — — — — — — — — — — — m 1 Ip�< 1 'MD O 1 I I�zccn 1 ,r...... "Nunn ...... "Nunn ...... !......... I ♦,.1 1 56.25 FOOT BUFFER — 1 1 1 I 1 I c 1 rn m m 1 ")mx 1 � �� 1 �Z o 0 1 T 1 I � I 1 1 1 I 1 ' I 1 1 1 — 1 -U X 1 I Cn D Cn 1 L No No No No No No No �_ 1 O No No No No No -p T m 1 ox p-0� T D Z =G) II co 0 — - -,h w 4� gn ' z ' MM POOR PORCH ADDITION > ° 1002 10TH AVENUE N EDMONDS WA 98020 M Cn ci CC2 1 = O N O - ►+ N DEMO CONC. PAVERS, NEW BLUESTONE PAVERS EXISTING CONC. STEPS TO REMAIN NEW DOWNSPOUT TO NEW CLOSET WALL AND DOOR EXIST. DISCHARGE EXIST. GARAGE DEMO CLOSET WEST HALF GARAGE DEMO FRONT DOOR, (2ND FLOOR) INFILL WALL WITH 2'-4" L(R-15 NSULATION I I I I I I I EXIST. TILE TO REMAIN o DEMO CONC. WALK �� I I TO NORTH AND EAST ZD I I 2 I I I / T KITCHEN DEMO EXIST. WOOD STEPS NEW POSTS, PIERS, AND FOOTINGS, TYP. OF TWO NEW METAL HANDRAIL AT +36", TYP. OF TWO NEW WOOD GUARDRAIL, /U- AT NORTH AND AT SOUTH E2 w N DEMO CONC. PAVERS, NEW 00 BLUESTONE PAVERS NEW GAPPED WOOD DECKING AND GAPPED WOOD STEPS OVER NEW WOOD JOISTS NEW ROOF OVERHANG ABOVE EXIST. BAY WINDOW LINE OF ROOF ABOVE UNDERSIDE OF PORCH FLOOR OPEN TO OUTDOORS AT ENDS HEIGHT LIMIT EL. 121.3 FINISHED FLOOR EL. 100.0 AVERAGE GRADE EL. 96.3 05 t36'1 RAILING w� REPLACE HALF HEIGHT WALL WITH NEW FULL O HEIGHT WALL \� NEW FRONT DOOR EXIST. HVAC GRILLE DN 3R LIVING PORCH EXIST. DROPPED BEAM TO REMAIN RAISE DROPPED CEILING IN BAY TO MAIN CEILING HEIGHT 1 0 +36" RAILING 1 "111 "1 / 8'-7" NEW PORCH - FIRST FLOOR PARTIAL PLAN 1 /4" = 1'-0" 1 /4" = V-0" EXIST. DOWNSPOUT AND EXIST. DISCHARGE EXISTING HOUSE WOOD STUDS (EXIST.) - - - - WOOD STUDS (DEMO) 11111111177 WOOD STUDS (NEW) DINING NEW MFX ON NORTH WALL OF GARAGE, VERIFY LOCATION WITH HOMEOWNER N W E s � ►I►I��►��lyl z 0 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE I I I I GARAGE u W �E � z w o w � z HALL EX SM1 EX SM1 RELOCATE FIXTURE EX SM2 EX NEW WP, PORC 0 SI 2 NEW W EX RELOCATE OUTLET NEW 3 NEW M ...... �I EX LIVI EX \ I EX FIRST FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" ALIGN NEW EAVE WITH EXIST. EAVE EXIST. ROOF RIDGE BEYOND ALIGN NEW RIDGE WITH EXIST. RIDGE NEW ROOF AT NEW PORCH, PITCH MAY BE DIFFERENT FROM MAIN ROOF NEW ROOF RAKES WITH PLYWOOD SOFFIT NEW SHINGLE SIDING AT GABLE END NEW BOX BEAMS WITH DRIP CAP NEW EXPOSED RAFTER TAILS WITH PLYWOOD SOFFIT NEW BOX COLUMNS WITH DRIP CAP OVER NEW 6X6 STRUCTURAL WOOD POSTS TO FOOTING NEW TAPERED MASONRY VENEER PIERS WITH MASONRY DRIP CAP NEW WINDOWS IN EXIST. ROUGH OPENINGS AT BAY WINDOW TEMPERED GLASS IN WINDOW ADJACENT TO DOOR NEW FRONT DOOR IN NEW ROUGH OPENING DEMO EXIST. FRONT DOOR, INFILL OPENING TO MATCH EXIST. ADJACENT, PROVIDE R-11 INSUL. 0 0 Or = a M w 00 CD NU_ N > c z (2ND FLOOR) KITCHEN DINING City Of Edmonds Building Department Work DECK Address 1002 10TH AVE N ------------------------------ -------------------------------------------- Owner POOR Approved Date 3/12/2021 Building Official&e. n &� ---------- Permit Number BLD2021-0118 NEW PORCH ROOF NEW TPO MEMBRANE ROOFING OVER NEW 5/8" PLYWOOD SHEATHING OVER NEW WOOD RAFTERS PER STRUCTURAL NEW PORCH CEILING NEW BEADED BOARD CEILING UNDER NEW WOOD JOISTS PER STRUCTURAL SET BOTTOM OF NEW JOISTS AT TOP OF EXIST. PLATE NEW PORCH GUARDRAIL NEW CROWNED 2X6 WOOD CAP OVER NEW 1X6 WOOD BOARD BALUSTERS OVER MAX. 3-7/8" NEW 2X4 WOOD BOTTOM RAIL 1 SPHERE SET TOP OF NEW JOIST, 1-1/2" B LOW TOP OF EXIST. INT. FIN. FLR. WEST -EAST SECTION 1 /4" = 1'-0" 1/2" G P BETWEEN NEW LEDGER AND WALL SHEATHING EXIST. FOUNDATION NEW PORCH FLOOR NEW 5/4X6 GAPPED DECKING OVER NEW SLOPED WOOD JOISTS PER STRUCTURAL NEW PORCH BEAM NEW BEAM PER STRUCTURAL WITH THREE NEW WOOD POSTS ON THREE NEW CONC. SONOTUBES RESU B 3/5/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VELOMPIEDE 7e 3104 Western Avenue #102 Seattle WA 98121 7459 REGISTERED ARCHITECT GEORGE OSTROW STATE OF WASHINGTDN Al 4 MAR 2021 DATE: 27 JAN 2021 PHASE: PERMIT SUBMIT PROJECT: 2021 DRAWN: GHQ SCALE: 1/4"= V-0" PLAN, SECT, EXT. ELEV., ELECTRICAL Ao.,2*0 EXTERIOR MATERIALS SCHEDULE ITEM MATERIAL COLOR WINDOW SCHEDULE R.O. R.O. PATTERN REMARKS REV. TAG QTY. TYPE WIDTH HEIGHT SASH GLASS NFRC U-VALUE SAFETY REMARKS REV. ROOFING TPO MEMBRANE, 60 MILS LIGHT GRAY --- --- RAKE BOARD 2X6 CEDAR, PAINTED WHITE --- --- RAFTER TAILS 2X8 HEMFIR, PAINTED WHITE[---- --- --- BIRD BLOCKS 2X8 HEMFIR, PAINTED WHITE[���� --- 3 HOLES PER BAY WITH BIRD SCREEN SOFFIT AT ROOF EAVE =AC=XPLYW=OOD, INTED WHITE FLAT FACE, NOT BEADED BUTT SEAMS, NO BATTENS BOX BEAM 1X8 CEDAR, PAINTED WHITE --- --- PORCH CEILING 1X4 T&G CEDAR, PAINTED WHITE V-GROOVE, NOT BEADED --- BOX COLUMNS 1X8 CEDAR, PAINTED WHITE --- --- PIER CAPS COMPOSITE STONE MATCH EXISTING TAPERED PIERS COMPOSITE STONE MATCH EXISTING DECKING 5/4X6 KEBONY (UNFINISHED) --- GAPPED 1/8" AVAILABLE FROM GREEN HOME SOLUTIONS STEPS 5/4X6 KEBONY (UNFINISHED) --- GAPPED 1/8" AVAILABLE FROM GREEN HOME SOLUTIONS GUARDRAIL CAP 2X6 CEDAR, PAINTED WHITE CROWNED TOP --- GUARDRAIL VERTICALS 1X6 CEDAR, PAINTED WHITE CUTOUTS PER ELEVATIONS --- GUARDRAIL BOTTOM RAIL 2X4 CEDAR, PAINTED WHITE --- --- HANDRAIL STEEL BY FABRICATOR WALL TRIM 5/4X4 CEDAR, PAINTED WHITE --- MATCH EXISTING SIDING BEVEL CEDAR SIDING, PAINTED BLUE HORIZONTAL, 0" EXPOSURE MATCH EXISTING SIDING ACCENT SHINGLE CEDAR SIDING, PAINTED BLUE=10 "EXPOSURE MATCH EXISTING GUTTER 26 GA. STEEL, PAINTED WHITE[::�= W SHAPE WITH GUTTER COVERS DOWNSPOUT 26 GA. STEEL, PAINTED BLUE RECTANGULAR RIBBED FACE GUTTER COVER STEEL, PREFINISHED LIGHT GRAY 5/16" LARGE HOLE'Z' BEND WITH ST. STL. MESH COVER NOTE: 1. SEE BUILDING ELEVATIONS AND SECTIONS FOR ADDITIONAL REQUIREMENTS 2. GUTTER COVER BASIS OF DESIGN: DIAMOND BACK DA --- --- --- --- --- --- --- --- (NOT USED) 0B 1 CASEMENT 2'-8" 4'-6" ALUM CLAD CLEAR, DOUBLE PANE, ARGON 0.30 --- EXIST. OPENING OC 1 PICTURE 5'-0" 4'-6" ALUM CLAD CLEAR, DOUBLE PANE, ARGON 0.30 --- EXIST. OPENING OD 1 CASEMENT 2'-8" 4'-6" ALUM CLAD CLEAR, DOUBLE PANE, ARGON 0.30 TEMP EXIST. OPENING NOTE: 1. VERIFY WINDOW SIZES WITH NEW AND EXISTING OPENING SIZES PRIOR TO ORDERING. 2. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF EXTERIOR WINDOWS. 3. GLASS INDICATED AS "TEMPERED" TO BE FULLY TEMPERED PER CPSC 16 CFR 1201, CATEGORY 1 4. WINDOW BASIS OF DESIGN: MARVIN CLAD ULTIMATE, STONE WHITE EXTERIOR, VG FIR INTERIOR, SATIN NICKEL HARDWARE, LOW-E GLASS, ARGON FILLED, U-0.30 MAXIMUM 5. PROVIDE RETRACTABLE HIGH TRANSPARENCY INSECT SCREEN AT NEW OPERABLE WINDOWS DOOR SCHEDULE TAG TYPE WIDTH HEIGHT MATERIAL FINISH HARDWARE REMARKS REV. 1O HALF LITE 3'-0" 6'-8" WOOD STAINED LATCHSET, DEADBOLT (REUSE EXIST.) EXEMPT DOOR FOR ENERGY CODE 0 STILE AND RAIL 2'-0" 6'-8" WOOD STAINED LATCHSET --- O--- --- --- --- --- --- --- NOTE: 1. VERIFY DOOR SIZES WITH NEW OPENING SIZES PRIOR TO ORDERING 2. ALL GLASS IN DOORS TO BE FULLY TEMPERED PER CPSC 16 CFR 1201, CATEGORY 1 3. SEE FLOOR PLAN FOR LOCATIONS OF DOORS 4. EXTERIOR DOOR BASIS OF DESIGN: DOUGLAS FIR, 3-PANEL, STILE AND RAIL, FLAT PANEL, MOLDED STICKING, HALF LITE, CLEAR TEMPERED GLASS, ARGON FILL 5. INTERIOR DOOR BASIS OF DESIGN: HEMLOCK, 1-PANEL, STILE AND RAIL, FLAT PANEL, MOLDED STICKING 6. HARDWARE FINISH, SATIN NICKEL, TYPICAL, VERIFY LEVER STYLE (MATCH EXIST.) ELEC. OUTLET SCHEDULE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION d) DUPLEX WALL OUTLET $ SINGLE POLE WALL SWITCH +42" HEIGHT OF ITEM ABOVE FINISHED FLOOR d)WP WEATHERPROOF (EXTERIOR) OUTLET $3 THREE POLE WALL SWITCH GFI GROUND FAULT INTERRUPT OUTLET 7 PHONE WALL OUTLET NOTE: 1. COLOR OF RECEPTACLES, SWITCHES, AND COVER PLATES TO BE'ALMOND' LIGHT FIXTURE SCHEDULE SYMBOL TAG DESCRIPTION MAN UF. MODEL # FINISH MOUNTING LAMP WATTS HEIGHT REMARKS REV. b SCX WALL SCONCE - EXTERIOR --- --- --- --- --- +5'-6" A.F.F. DAMP LOCATION, RELOCATE 0 SM1 SURFACE MOUNTED - HALL --- --- --- --- CEILING EXISTING TO REMAIN 0 SM2 SURFACE MOUNTED - PORCH DESTINATION LIGHTING 335158 OLD WORLD IRON CFL 18 CEILING DAMP LOCATION MFX EXTERIOR FLOOD LIGHT WITH MOTION SENSOR LIGHTING UNIVERSE 6230988 BLACK LED +8'-0" A.F.F. SOLAR POWERED, WET LOCATION NOTE: 1. SEE ELECTRICAL PLAN FOR LOCATIONS AND QUANTITIES 2. MAXIMUM 1.7 MG MERCURY PER 32 WATT T8 LAMP OR MAXIMUM 1.4 MG PER 13 OR 26 WATT CFL LAMP RESUB 3104 Western Avenue #102 Seattle WA 98121 7459 REGISTERED ARCHITECT GEORGE OSTROW STATE OF WASHINGTON 4 A4 MAR 2021 DATE: 27 JAN 2021 PHASE: PERMIT SUBMIT PROJECT: 2021 DRAWN: GHQ SCALE: NONE SCHEDULES 3/5/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ao-3.0 POST CONT. TO ROOF BEAM 6" THICK X 12" WIDE CONC. FOOTING FOR STEPS, WITH (2) #4 BAR AT BOTTOM, TOP FLUSH WITH GRADE POST TO FLOOR BEAM POST CONT. TO ROOF BEAM l TRIB. AREA = 39 SQ. FT. TRIB. AREA = 61 SQ. FT. 1 �Q05 rIB. AREA 6 SQ. FT. PARTIAL FOUNDATION PLAN 1 /4" = 1'-0" I;•1 NORTH FOOTING CALCULATION ROOF LIVE = 25 PSF ROOF DEAD = 15 PSF ROOF AREA = 89 FT2 FLOOR LIVE = 60 PSF FLOOR DEAD = 10 PSF FLOOR AREA = 39 FT2 POST LOAD = 6290 # SOIL BEARING = 2000 PSF FOOTING AREA = 3.14 FT2 FOOTING DIAM. = 24 INCHES MIDDLE FOOTING CALCULATION (NO ROOF LOAD) FLOOR LIVE = 60 PSF FLOOR DEAD = 10 PSF FLOOR AREA = 61 FT2 POST LOAD = 4970 # SOIL BEARING = 2000 PSF FOOTING AREA = 2.49 FT2 FOOTING DIAM. = 21 INCHES SOUTH FOOTING CALCULATION ROOF LIVE = 25 PSF ROOF DEAD = 15 PSF ROOF AREA = 89 FT2 FLOOR LIVE = 60 PSF FLOOR DEAD = 10 PSF FLOOR AREA = 36 FT2 POST LOAD = 6080 # SOIL BEARING = 2000 PSF FOOTING AREA = 3.04 FT2 FOOTING DIAM. = 24 INCHES 1 N 24" DIA. 24" TALL CONC. SONOTUBE FOOTING,TYP. EXIST. HOUSE N W E s PARTIAL FLOOR FRAMING PLAN 1 02 1/4"=1-0.. FLOOR FRAMING TO B P.T. HEM FIR #2 LLJ Q LLJ co X ul RESUB lop 3104 Western Avenue #102 Seattle WA 98121 4�1 459 REGISTERED ARCHITECT GEORGE OSTROW STATE OF WASHINGTDN 4 Al 4 MAR 2021 DATE: 27 JAN 2021 PHASE: PERMIT SUBMIT PROJECT: 2021 DRAWN: GHO SCALE: 1/4" = V-0" STRUCTURAL l l PARTIAL CEILING FRAMING PLAN 1 /4" = 1'-0" CEILING FRAMING TO BE HEM -FIR #2 PARTIAL ROOF FRAMING PLAN 1 /4" = 1'-0" ROOF FRAMING TO BE HEM -FIR #2 3/5/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ao.4*0