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APPROVED BLD-BLD2021-0795+Architectural_Plan+6.10.2021_11.03.10_AM+2242686Approved by Fire 07/01/2021 AFM ICF�ttek-er Address needs to be visible from street, on a contrasting background and 6 - 8 inches in height -. . .I Interconnected Smoke Alarms Are A Requirement;, Of This Permit In Accordance With R314.2.2 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 2 F-------- L---- CQVEVVAY/PA(a4,G SrA I AREA I I G;av J m I ml1 L _(E)ROCF urF — n1 I� I� i I� EwsnNG POUSE *-1582 SF Footwht i � I GFQEEN I _J my M1Y1640.y F•__ : �Dfi 20ist STREET SW ------- Kffe UE — — — — — :-')ITE PLAN SCALE: I"- 20' OWNER/S: SAMLEL YAEC',OB E GENET GEBRE ADDRESS: 7 615 201 ST STREET SW EDMONDS , WA 98026 - 6837 PARCEL ID:00407700100601 ZONING; PS - 8 IMPERVIOUS SURFACE CALCULATIONS: EXISTING HOUSE w/ ROOF OUTLINE= ±2066 SF. EXISTING DECK = 161 SF EXISTING STORAGE = 80 SF. EXISTING DRIVEWAY = 7 6 9 SF. NEW ALTERED STRUCTURE= 570 SF NEW RAMP E WALKWAY= 90 SF TOTAL IMPERVIOUS SURFACE= ±37 36 SF LOT COVERAGE: LOT AREA= ±9148 SF N EXISTING HOUSE= ± 1582 SF. +, STORAGE = 80 SF EXISTING STRUCTURE ALTERATION= ±570 SF. TOTAL EXISTING + NEW ALTERATION= ±2232 SF 2232/9148= 24% MAX. =45% BEST NWAGBVT\ET PRACTICES ON 13�)OSION AID SEDINENT CCNTRCL 3-JALL BE EWLOYED AND OBSERVED. --SOL DISTURBANCETO BE CCN=INED TONECCESARY. --IN TI-E RAINY SEASON COVER E>FOSED AREAS VMTH • ♦ • •-E• •C ♦ ♦A CN ♦ • Qom• PLACE R♦ BALES AT 71-E FRO-CB;TY LINE W-ERE RLINCFFLIKELY TO ••• - TO INa-RE CLEANEST --PREVENT DIRT FROM BBW- CARRIED AVVAY ON VEI_4CLE TIRES. --INSLPE REI=1EATED AND VIGILANT INSPECTION AND MAJNTEN4NCE. AND STABILIZED VMTP • . ♦ S; VM4ERE APPLICAELE. City Of Edmonds Building Department Work AFH Address 7615 201 STST SW Owner GEBRE &YAECOB Approved Date; 61/08/2021 Building Official ; -4 0 Permit Number; BLD2021-0795 RECEIVED Jun 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N wmm u:►1 20 1 st STREET SW SITS PL�,N SCALE: Z J w 0 ry In IJO Ln N +I PROJECT INFORMATION: OWNER/S; SAMUEL YAECOB E GENET GEBRE ADDRESS: 7 615 201 ST STREET SW , EDMONDS , WA 98026 PARCEL ID: 00407700100601 LOT SIZE: ±9148 SF. APROX . . 2 1 ACRES ZONING: RM- 3 LOT DESCRIPTION: CENTRAL PARK ADD TO EDMONDS BLK 001 D - 01 - E OF FDT LOTS 6E7 E S2 LOT 8 PLUS W2 VAC ALLE TYPE OF CONSTRUCTION. V - B CODES E SPECIFICATIONS: 2018 INTERNATIONAL RESIDENTIAL CODE (PRESCRIPTI 2018 WASNINGTON STATE ENERGY CODE CURRENT CITY OF EDMONDS MUNICIPAL CODE EXISTING MAIN FLOOI� PLAN SCALE: 1 /4"- 1 ' -0" 0 W z Ln w � o m Lo C\2 W° Q m�oL o Wh OWo0Z ^W Co co Q cc W zzcoa z F-� OZ WOQ�O QOzz= ,� w ° " xz L� QWWLL co U1 W Z zo0LL g O z v� w w ��, w Owc�U z � x 0 a H 3: <0 LL z I --I Ind L OcoaOO W W w z a-WZ�cy O Q�� w Q � a��o� Z� W�WOO o z cn N cn 0 cy 0 AmiR LLJ < LLJ���0 Q<�pLu QL� �zawo ■■■ ■■■ z�zm� Q000 cy Lu 0 J J L Q W 0 Q Z Fy W 0 z Q z Q W OZO 0 cn J ~Q� < �zLL O J Q 0�0 < L z In zz U J � Oz� W Z OOz W a aIr-- (n w C9 o Q w a< W `o Q 0Q>_ LLJ a o O J m �a'30Q � � W w 2 z 0 O X CD W — W Z C� � 0 a Lu cu Q m ) I m O v( 0\ O CNLI ? W ), ZLLJ ��Z Q W o O W � N LLI a-Z� � O 0 0�Z Z Q Lc) Z 0- a_ W 0 O� Q W REVISIONS: RECEIVED un CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLE: SITE PLAN PROJECT INFO, AS -BUILT PLAN DESIGN BY: CNL DRAWN BY: CNL CHECKED BY: SAMEGENET PROJECT NO: YAECOB BR I SCALE. AS NOTED SHEET A- 1 DATE: 4/ 15/202 1 CEILING HEIGHT SHALL BE A MIN. 7'-0". 'BATHROOMS, AND LAUNDRY ROOMS SHALL I IBE A MIN. 6' 8". BEAMS, DUCTS, OR OTHER ■ OBSTRUCTIONS SHALL BE A MIN. 6' 4" ABOVE I THE FINISHED FLOOR. IRC R305.1 ■ OP -n'. -n" 1 A' _n" 3" WALL ,FILL-IN R-2I BATT MAX. HEIGHT FROM FIN. FLR . = 44 2x 2 FLIPPED WALL J ALONG PERIMETER ( TYPICAL ) b BEDROOM BEDROOM O_ INS - I NET _± 148 SF NIS- I NET 148 SF z LINEN A EA -I. 4 06 SD® b ®SD SDCO I1 • FE EVvIA . jEV1" 3HALLWAY DEi w KITCI-EN 00 46 0 BATH ROOM 6 OFFICE/ CAREGIVER' S LOUI\GE FP w UTILITY ROOM 224.97 sf I -CAP GARAGE r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 1 4' DINING ROOM LIVING ROOM 12" 0 HANDRAIL ( BOTH SIDES) TI WALKWAY LANDING RAND LP 4'- 0" 0 OBF 50TCFM Ol J 50 c=:M R TH 02 LEGEND: EXISTING w/ NEW 2x4 SISTER® WALL p NEW 2x2 � 2x4 I-Fn2 WALL S . D . ® SM0KE DETECTOR WIRED w/ BACK - L_P BATTERY S.D.C.O. ® SMOKE DETECTOR WIRED w/ CARBON MONOXIDE cnd w/ BACK -LP BATTERY E.F DWAUST FAN (V.T.O.> W.N.E.F. WI--IOLE HOUSE EXHAUST FAN (V.T.0.) WINDOW and DOOR SCI-EDL LE a 2 20v ELECTRIC WALL I -EATER E.W.H. FAN FORCED w/ I-F-AT GUARD � SEPARATE THERMOSTAT NOTE: INTERIOR WORK ONLY W/ SOME EXTERIOR ALTERATIONS. EXISTING FOOTPRINT REMAIN. NO ENERGY CREDITS REQUIRED. O n .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- .I Interconnected Smoke Alarms Are A Requirement; Of This Permit In Accordance With R314.2.2 BEDROOM .............................................. NS-I NET=t12E SF © ��■�■�■�■�■�■�■�■�■�■ter EMERGENCY ESCAPE AND RESCUE OPENINGS ■ SHALL BE INSTALLED IN BASEMENTS, ■ IN ®� I HABITABLE ATTICS, AND IN SLEEPING ROOMS; OPENABLE W/O USE OF KEYS, TOOLS, OR • ■ SPECIAL KNOWLEDGE IRC R310 I NS - NET =± 98 SF MIN. 5.7 SF NET CLR OPENABLE AREA ■ * MIN. 24" NET CLR OPENABLE HEIGHT i * MIN. 20" NET CLR OPENABLE WIDTH i * MAX. 44" FINISHED SILL HEIGHT SDCO 6 6 ®sD ' M FIRE-EXTINGUISHER c� 2-A: 10-BC TOP OF EXTINGUIISHER= MAX . 5' HIGH BOT . OF EXTINGUISHER = MIN . 4" FR . THE FLR . LOCATION: HALLWAY, MUST BE SECURED TO THE WALL OR INSIDE RECESSED WALL. I * ALL NEW WINDOWS SHAD_ BE NFRC CERTIFIED "SKID RESISTANT" BROOM FINISH CONCRETE SURFACE TO DRIVEWAY E PARKING Pl::_2OPOSED MAIN FL001::_2 PLAN SCALE: 1 /4" - 1 ' - O" DOORS AND WINDOWS SCHEDULE MARK SIZE TYPE HARDWARE REMARKS D- I (1) 3068-E (1) 3068-N EXTERIOR DOOR NETAL Or FR�RGLASS LEVER TYPE, ITT DEVICE DOOR HANDLE. — EGRESS D-2 (5)3068-E (2)3068-N INTERIOR FLUSH DOCP NON -LOCKING LEVER TYPE 6 PANE. D-3 (1)2868-N INTEPICP FLUSH DOOR NON -LOCKING LEVER TYPE 6 PANE D-4 (1 )2068-N INTERIOR a -FOLD DOOR PUL KNOB 6 PANE D-5 (2) 6068-N INTBRIOP BI-FOLD DOOR PULL KNOB 6 PANE_ D-6 (3)4068-E INTERIOR SLIDING DOOR DOOR PULL HANDLE 6 PANE D-7 (2)2468-E INTERIOR FLUSH DOOR KEYED DOOR KNOB 6 PANEL W- I (2) 6040 VINYL U= . 30 HOPIZCNITAL SLIDER w/ "TPICKLE VENT" EGRESS W-2 (1 )3040 VINYL U= . 30 HORIZONTAL SLIDER TEn/P GLASSSS -INTIEW-OVA'�k_�T DEVICE = AN INTERNAL N/ECHANISM THAT DEACTIVATES TI-E DEADBOLT LOCK W-EN THE LEVER IS TURNED TO OPEN THE DOCIR. " LEVER DOOR ­4ANDUE AND DEADBOLT V4-EN IN LOCKED POSITION WILL OPEN SIMJLTANECUSLY ALLOWNG PEOPLE • EXIT AND PE -ENTER •UT T14E LSE OF K TCOL AND OR SPECIAL Q• DG 2018 IRC FDRESODI PTI VE DESIGN 9 7 W' 6 6" THK . FDT' N . STEM WALL w/ 6x12 CONTINUOUS FT'G. (VERIFY) TO REMAIN (TYP ) — —— — — — — — — — — — — -- - - — — — — — — 2 I-FU 2 LEDC� BOL w/ 2 - 2" 0 x 41" L ® EA . EXIST . STUDS 6x 16 CRAWL n VENT (6 PLACES) I I I 2 I•-F# 2 FLR . I I JOIST ®I 6" o . c . I I w/ LUS212 ® EA. END \o I I I 2x 12 I-F SCLID I I BJK'G (STAGGERRED) I I I I I I I I I I I I I I I I 2x 12 I-Fn2 LEDGER I I BOLTED w/ 2 - 2" 0 x 4' L.B. ® EA . EXIST . STUDS ------------- FLOOR VENTILATION CALCULATION: FLOOR AREA = 438 SO.FT.CF VEI\FED AREA 6"x 16" SCREENED CRAVvL82 VENT = .52 SO . FT . 438/ 150 = 2.92 SF OF VENT AREA RECLIIRED 2 .92/ . 52 = 6 REC UIPED VENTS FROVIDE (6) 6"x 16" CRAVI-ER VENT= 6 VENTS x.52 = 3.12 SO. FT. OF VENT AREA P-_1 . FP-_1M'G . P A OVEN EXIST . FDT'N SCALE: 1 /4" - 1 ' - O" NEW 48 DF# 2 HDIR . 28' -0" EXISTING ROOF LINE TO REMAIN 05 Oo 0 0 \0 N L -H X N NOTE: EXISTING ROOFING E PLYWOOD D SI-EATHING TO BE REMOVED. INSTALL - NEW 16" THK . OSB SI-EATHING PER PLAN. INSTALL NEW ROOF SHINGLES TO MATCH EXISTING ROOF. ® I- 2x KING I- 2x TRINY\/Bm� RE -INSTALL ---- EXISTING 4x PDP . L — — — — — — — — — — \ EXISTING 2x4 CRIPPLE WALL APPROX . 40' 14GH NAILED ONTO EXISTING ROOF TO REMAIN ( VERIFY ) ROOF VENTILATION CALCULATION: ROOF AREA = 570/300 =1.9 SOFFIT. OF VENTED AREA ALUv11N_M CON'T SAVE VENT w/ AN AREA 9 SO. IN. PER LINEAL FT. 0.06 x 20' = 1 .2 SO. FT . x 2 = 2.4 SO . FT. OF VENTED AREA PROVIDE (6) PIECES OF 2"x97" RECTANGULAR V\44TE UV RESISTANT ALLMN.-.M SOFFIT VENT. 3 ® TOP � 3 ® BOT . ROOF EAVE EXISTING ROOF Fl�M ' G . PLAN SCALE: 114" - 1 ' - O" E o� LO LO W M LO 1D0 ° oQ W mQoL W ° LU 0 CD CYJ > Q ao 7 F__C)Uz� 0 co ° 01 °ZzzzUn N r� Cfl W W(-)Q�� QOO�� W Qzzz ~ W Q LU W LL O °—' O W W \� E-� z co w°� w �Lzu��U F- 1 J - � z a W a E-1 LL Q OZ I-- nLO ° M LL aLLI O O W W z 0 <Q cy � Qc:� °oo W(� o�U(� CO ZLU U n0 � -< = C0 co0 0Q QLL� z a W ONE ENE zaoo°L Q°°WO C) J J L Q W Q = LU W Q = z Q �z< Q LLJ 0Z0 0 (n J ~ Q Qua o Q Oho 17— Q m z<zz O Oz0 __j (n w Oz OOz Lu - < (1) W (D Q Q LU W LLJ W o 0< m Q LU 0\ LI Q I— :� �-_j z O OXU W — z W Z CD LU O QWcn q LLJ O 001 a 00 NDLXLJ (n ON z W Q O oc�nz CID U 00� w COO O N w �zw 7) N 0 acoz Z Q z Ln Z a- 0W O CO Q \O LLLJ REVISIONS; RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES SHEET TITLE: PROPOSED FLR . PLAN ROOF E FLOOR FRAMING PLAN SCHEDULE OF DOORS AND WINDOWS DESIGN BY: CNL DRAWN BY: CNL CHECKED BY:SAMEGENET PROJECT NO; YAEC B EBPE2021 SCALE: AS NOTED SHEET A-2 DATE: 4/ 15/202 1 / R r •' • '•• OF -EXISTING •' • '•• i B♦ . CEILING TO MATCH EXISTING►1D9 /•D••� Nulls /•D••� ♦♦ 11 11 1 1 INN /•D••� ♦♦ 1. 11 ♦♦ � /•9D1 ♦♦ 11 11 ♦♦ 1 /•9D1 ♦♦ 11 11 ♦♦ � � /•9D1 ♦♦ 11 11 ♦♦ � /9D••� 1� 11 Zt !01111,1116161as t't�! /•D••� /•D••� ♦♦ 11 11 ♦♦ � /•DD'� ♦tt1 ►1 1 ♦tt� ►1DD'� tttl 1♦ 1 ttt� tttl 1♦ 1 ttt� ►1D9�1 tttl 1♦ 1 ttt� ►1D9�1 tttl 1♦ 1 ttt� �D9�1 tttl 1♦ 1 ttt� ►1D9`� tttl 1♦ 1 ttt� /�1`•D'1 all Iu zttt� ►1DD'� 11,♦,/ / ,im� ►1DD'� 11,♦,/ ►1DD'� 11,♦,/ /1?����IItt1� ►1DD` 11,♦, 6 IItt1� IItt1� . • . IItt1� ► IItt1� ♦♦ .• IItt1� ♦♦ .• I IItt1� ♦t1� r. I�w.:l 1•tt•� I�w.:l IItt1� 1•t'll/•ttt�I I�w. Ilttt� Ilttt� ttt�/1t , I:r Ilttt� Its/1t Ilttt� Its/1t I:r I:r Ilttt� Its1It,/1ttt�/e►tt�1, I:r Ilttt� Ilttt� 111..�l C�... Iltttl 1 ►♦ •1♦/•t♦♦♦ tttl1_1 111//ttl•..• I M...,I:r.,: s • D LI LINE M • • am I LIS BE RAISE[) PER PLAN BEDR OOM .f • BATT INSULATION Ii' 1 ii1LT�i1T�T�i�ii1T�T�1 i�i ,IT�T�ii ,►T�T�Z,►T�T�Z,►T�T�Z,►T�T�Z,►T�T�Z,►TlT�ii EXISTING CRIPPLE WALL OVER ROOF TO REMAIN. —_ 4x �HDR.PER PLAN W/ R-10 RIGID INSI..L. NEW 2x4 I-F# 2 FULL [-EIGHT SISTB2ED TO EXIST. 2x4 STUDS NAILED w/ 16d OCk1VICN NAILS 2x2 FURRED WALL ---R - 2 1 BATT INSU_ . ALONG PERINETBR EXISTING 2x4 SILL PLATE VERIFY ANCHOR BOLT DISTANCE EXISTING CONC . SLAB w/ CONTINUOUS JS FT' G . VISQI ®� TI-RCUCI-I -OUT (VERIFY) EXIST. CONCRETE SLAB SECTION Tk-P,)U - A SCALE CEDAR ♦ N/EFA_ D.. :te: /411- IF -O" LINE OF ORIGINAL ROOF TO BE ALTERED 02�" 8 HARDIE FLAW SIDING' CR,AVM- VBf/ PER PLAN EAST ELEVAT ON SCALE: 114" - 1 ' - 0" A 4" SPHERE MUST NOT PASS THROUGH GUARD OPENINGS ( TYP ) PT WOOD DECK PER PLAN, 9 ' - 0" 44 PT POST ( FULL LENGTH) 2x PT DECK FRAMING 2x2 PT BAILUSTB2S LESS THAN 4'o.c. Ijjl Ijjl Ijjl 2"0X6" A.B. II11 1111 II11 IIII 1111 1111 ( TYPICAL) 1 L� I 1 1 U L—J4—L Cn L—J NEW CONCRETE O' 3" HIGH GRAVEL RAMP w/ SKID RESISTANT FIN. COMPACTED STANDARD RAMP RATIO PER SECTION P311.8 MoXIVIUM SLOPE= ONE UNIT VERTICAL IN TWEVE UNITS HORIZONTAL (8.3% SLOPE) EXTEPIOP DAMP SCALE: 114"- 1 ' - 0" 1 x4 CEDAR TRIM ( TYP ) EXISTING FOUNDATION IRC 2018 R311.8.3.3 HANMAILS V443�E RECUR® C(V RANDS 3-14LL BE CCINTINOUS FCR 714E FUL LENGTH OF THE RAMP. I-lnl`DRAIL BADS SHALL BE Rl OR SHALL TERMINATE IN Nl POSTS OR SAFETY T82MN4LS. NOT LESS THAN 1 4" AND NOT MORE THAN 2" DIA . TYP . - 144N RAIL (CON'T) "END P lJ2N." 34 - 38" MAXIM-M I -EIGHT FROM FIN. FLOOR TO TOP OF HANDRAIL 4X4 PT POST OR BETTER NOIZ?TN ELEVATION WEST ELEVATION "ANDPAIL DET . NTS PRC HAf SHC 44 PT POST ( CON' T . ) O" DIA . SCNOTUBE =1LLED w/ 60LB . DONCRETE BAG MIX BELOW FROST LIFE 3"7I-K . GRAVEL (COMPACTED) POST DAMP DET . NTS SCALE: 114" - 1 ' - 0" 2018 IRC TYP . GRAB BAR DETAIL PEP SECTION P330.8. I TO P330.8.5.2 SNOWEP F. TOILET NTS SCALE: 114" - 1 ' - 0" PROVIDE 2x6 HF= 2 SOLID BLOCKING TO ALL GRAB BARS. GRAB BARS SHALL HAVE A STPUCTUPALSTPENGTH OF 250 LBS. APPLIED AT ANY POINT ON THE GRAB BAP. uml•111111115 an SHOWEP NTS NEW ASPHALT SHINGLES Tll A AA-1 I NEW 30 YR . LAMINATED SHINGLES ( MATCH EXIST. ) 2-LAYERS OF u 30 ROOFING PAPER PER R905. 2 7/16" TI-K.OSB PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS 6" EDGES:12"FIELD EXISTING 2x 12 HFa 2 RAFTER ® 16" o . c . NEW 2" TI K . TOUCH ROCK FIREGUARD GWB INT . CEILING AND 2" TP< . GWB INT . WALLS NAILED w/ 1 WOOD SCREWS ® 6" EDGES, 12" FIELD NEW 2x 10 I Fa2 BLOCKING w/ CONTINUOUS 22' WIDE ALUMINUM SOFFIT VENT ALONG THE ROOF SAVE. 2" TI K . CDX PLYWOOD SOFFIT COVER OR BETTER NEW R-38 HIGH -DENSITY BATT INSULATION PROVIDE I" AIRSPACE BETWEEN INSULATION AND PLYWOOD SIMPSON H- 10 PURR. TIES ® EA. RAFTER NAILED w/ 6d COMMON NAILS ( TYP ) NEW Ix CEDAR FACIA BOARD w/ 4" WIDE ALUM. GUTTER ( CON' T) w/ DOWNSPOUTS TO SPLASI--BI._.00K NEW 2-2x4 I-F# 2 TOP PLATE NEW TYPICAL WALL, HARDIE RANK SIDINGS MATCH EXISTING REVEAL 7/ 16" OSB STRUCTURAL SI-EATANG, 6" EDGES, 12" FIELD NAILED w/ 8d COMMON NAIL. TYVB< HOME WRAP WEATI-ER BARRIER 2x4 I-F# 2 FU_L-EIGHT STUD SISTB:�® TO EXIST . 2x4 EXTERIOR WALLS ® 16" o . c . R - 21 KRAFT BATT INSULATION 1 / 2" TI-K . GWB NAILED w/ 1 1 " WOOD SCREW 6" EDGES, 12" FIELD. PRIME E PAINT TO FIN. NEW 2x2 FURRED WALL ALONG PERI1\/ET82 NEW 2x 12 HF=2 LEDGER BOLTED w/ 2" m x 4' L.B. ® EA. STUD ® 16" o . c . w/ LUS 2 12 ® EA. E ,D NAILED w/ 6d COMvIO\1 NAIL . 6x 16 CRAWLER VENT PER PLAN CUT THROUGH SIDINGS BET . STUDS NEW 4" TI-K . OSB TEG PLYWOOD GLUED and NAILED w/ 8d COMMON NAILS ® 6" EDGES , 12" FIELD NEW 2x 12 I -Fa 2 FLR . JOIST ® 16"o . c . R - 30 BATT INSULATION EXISTING 2x4 SILL PLATE TO REMAIN VERIFY SPACING BETWEEN "J-BOLT' ( MAX . 6' o . c . ) N= 6 MIL BLACK VISOLEEN OVER EXISTING SLAB VERIFY EXISTING TYP . WALL DETAIL - B (a SCALE: 3/4" - 1 ' - O" jZ co 3: I LO W ,=, M In 0 CID o z C�2 cczQQ m oWpoz Q 00 QOz� O 0c0 Ozz�a W Lu Q O l QC0UIz- W =zz ~ W E. x � Q Lu LuLL 0 zzo0� c� 0 W z U W CD J C) LLJ F--I V) J F-- CO — in zcy cyWZ 1.4 'ill LL Q 2 r- E-1 LO 0 (n a O Z -- I- > U � I-� W W Oa W [LwZz�� O Q(n� z ~ ~U0O Qi Do= z wU cr) Q =3Oaz cr) (f)U Lu int 0 Lu Q a- 0 Q�- �zocwo ■■■ ■■■ Q �zm� QoOoo Lu a ELL C) J J Q Lu0 Q Z a W 3 �- LL1= z Q �zQz� Q - LLJ 0Z0 O cn J ~Q� Qua O J Q Duo < Q m z < z O J cf) Oz Oz0 W OOz Lu - < U) W (D Q Q � Lu Lu W 0Q>_ a o J m 00 ai Q Lu 0\ �N+ l_- Q :� �-_j Z 0 0XU LU — z W Z CD Lu O a LLI � q m�c� XL m 0 c � c�1 LJ 0 I­_00 w z w Q O oc�nz _ CID U 00a w U O W (ZZW �" O 0 aCOZ z Q o Z a-Wc) O U) Q W REVISIONS, _u R E C E I'VE I, in 11901 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLE, SECTION TPRU - A ELEVATIONS RAMP E HANDRAIL DIET GRAB - BARS DETAIL TYP . WALL DETAIL - B DESIGN BY, CNL DRAWN BY, CNL CHECKED BY:SAMEGENET PROJECT NO; YAEC B EBPE2021 SCALE: AS NOTED SHEET A - 3 DATE, 4/ 15/202 1