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APPROVED BLD ENG PLN_RESUB 1-Architectural_Plan+4.29.2021_11.29.55_AM+2170773LOCATION MAP -- —1— --- ___ u-- ,.1 Ir 4 3 9 4-r ! 2 4 5 6 7 8 9 0 11 1213 1415 p x p r v D2 � � r x r x r - fM x{71d H+ 30 29 i8 27 2 5 24 h 22 21 20 19 1 B 17 i Cv ' N a 1-02 rA n IE D© Qs �11-02 t 2 A + ��J 11-002 i i1.1 Mi Fi+si,wrr SP--11-86 •� '�'4 r; *i+�-l;++s5iu✓,; . �h Q + r r r 2 r iss5—;i erx {o o+ 1h019 - - - Y Q � o — - - - — - -- -- — z x x �ti s i Z -SPR Uc�--- _ -- - -- 6 5 r ST- --- -- - -- - �—j 0 00 f id 1-116 cv i 1-03' '1 { kn !; 1-044 Y1-043 j 1-042 5-13g5 1-035 _ D�' 1 2 1-025 I a 7 ' I khyAk,.yA 1-034 ❑ 8 1-088�'{,� �, r I ¢ C II 1 147 1 1745 -038 x �fH,iiH.H� } (V LEANNE i 1 � 2 rrii�+i i rs�.+i+ati� +41s+ix+++4s Y Q � � s 5 �- -- �' SPA 5-7-$9 1-040 _039 t /��jy+ > 1-033 LANE ` 11 x+rrf+" '," y�vfr xr.:{rrerrtzl—VDU5545iitiGi 455 �v� 7 LAUREL LANE W 17 I n ti 7 it 3 a 1-041 = 1-032►��L 1-148 -149 KM1'.iYiY4iS•�it filiYi $ 9 10 11 Z 16 ''' +sir.+FlS14 flies,'A4. 1-031 Y1-�34 49-5] r 1-165 '+f�4 iL •f 'N{,i�F 75Y.i5+., I i co '91-+ _ ti -, I ! 1-162 1-16 # Y 1-047 1-048 ? _ x � co z" � ( � 15 1 2 1-1 _ i r 9- Q CD}�; { a o 44 3 r++rrrvrsrrr. r* r x{ it P - ❑.04-4 1-049 I - 1a ij 03 1-0 1 1-052 1-053 °r•° } C° '� = _ N _ � X � Hfsi NFJi♦1iH aQ#p 02 - 1 asa1-13z-1 WESTHAV r N o 1 1 2* 3 1-056 x i+ _ -060 ; 5 ►.• } *.+ w �aN�.rr:3r f 1a 1-140 l P 81 1101 x+ 3 7 SP 5- 2-2-4 � 01 _i74ii4}555i,i+�j'1I —1 AD i SP PL -169 ° 3 1-152 -21.5T-H-PL-W---- 61-1s7 C L co 1-061 1 2 I 1-1fi8,�'w* 11 srvf wr ru $ LL 4? 1 2 SP' 9- '1 r T `� 1-062 1 9 10 �� # ;.a 1-133 r 216TH- 5T-� '• '• f �' TE S W SIP S-98-20 1 z 2 0) p a) 1-086 1 1 2 3 41 5 s 7 8 { 1 1-146 1-15 r i i 9 z 1-087 01 co 71 02 _ r -- - ------PINE - -- 5i5+p','h'f,vx,'S' —5�----------•� _ 1-092 1-093 -094 1 I 17 1 22 I 04 = 03 07 ssF1-I++i w41-til rtiYh'�.5,'f.S'!,•��r$h'iv47��IxA rl fhlfl`r r.'i r+'hV fr7x jyj 1 - { x Q 2 1-097 i 1-096 x -095 16 2 21 5'.iYh 1.4'r5'�h'r,�;+5i+.i M.5 st+54 �K+FFi-F14+ �i_}f+i•iifiiiflF4+++ i A r%nn . ....- 0 3-- PROJECT SITE City Of Edmonds Building Department Work ADDITION/ REMODEL Address 9813 215TH ST SW Owner ------------------ FLOWERS/ BURKE Approved Date ' 05-13-2021 Building Official Permit Number BLD2021-0381 M SCALE: 1/0" = 1'-011 APPROV�D PLANS MUS BE ON JOB SITE City of Edmonds Building DeparItmen APPROVED I�lans� �� PROPERTI' LINE 'B2.0' LOT COVERAGE LOT COVERAGE TABLE RE R YARD SETBACK (1.5') A EXIST. UPPER FLOOR 1,1e2 S.F. (EXISTING) OBTAIN ELECTRICAL I B EXIST. GARAGE 5-12 S.F. (EXISTING) PERMIT FROM ro'-O" HIGH UJD. FENCE C EXIST. BASEMENT 1,392 S.F. (EXISTING) STATE LABOR & I D PROPOSED ADDITION 98 S-F. (NEW) INDUSTRIES 3,254 S.F. TOTAL I ALL WORK SUBJECT TO FIELDS � INSPECTIO�J OR CODE COMP&I Ill,,NCE � I G'_m" HIGH W � UJD. FENCE IL RS-g N Y ' Zone Corner Flag Setbacks: Required Actual >7.5' Front _ *7.5' >7.5' Sides >7.5' Rear Other Height *NO CHANGE TO STRUCTURE HEIGHT, ADDITION WILL MATCH EXISTING, OVERALL HEIGHT IS < 25'. APPROVED BY PLANNING y� I I May 10 2021 PROPERTY LINE 60.0' EXISTING DRIVEWAY 25I—/III Nothing in the permit approval process shall be interpreted as 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, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. (E) UJD. DECK E X I S T I N S I N G L E F A M I L Y DUJELL I N G ( FD) />--------------------- --------------T\ I ///A/C I I PROPERTY LINE 152.0' 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 GARAGE I ,- �---------------------- I ------ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ADD GUTTERS/DOWNSPOUTS AND SPLASHBLOCKS OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE I I I I I I I I I I � I I I I I I I i 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. ENGINEERING DIVISION APPROVED AS NOTED JdJ tV4a",p4t 05/11/2021 VV MAX. LOT COVERAGE ALLOWED 13,'B313.2 S.F. X 0.35 = 4,01012 S.F. TOTAL BUILDING COVERAGE = 1,3132+5-12+98 = 2,062 SF REMAINING ALLOWABLE SQUARE FEET = 20(o.-12 S.F. (CURRENT LOT COVERAGE = 42.20%) (REMAINING LOT COVERAGE = 5i.�2ro) CRITICAL AREA CHECKLIST PROJECT DATA PARCEL NUMBER 2-1032500105000 NAME JANINE FLOWERS AND MACE BURKE SITE ADDRESS e013 215TH STREET S.UJ. 98020 EDMONDS, UJASHINGTON LEGAL QUARTER -SECTION - TOWNSHIP -RANGE 21-03-25-NE ZONING RSS PROPERTY TYPE R01 YEAR BUILT 19(o0 TOTAL EXISTING SQUARE FOOTAGE LOUDER LEVEL (BASEMT) 1,3e3 SF UPPER LEVEL 1,192 SF GARAGE 5-12 SF TOTAL EXISTING 3,151 SF TOTAL PROPOSED SQUARE FOOTAGE UPPER LEVEL - KITCHEN 98 SF TOTAL PROPOSED 98 SF NUMBER OF BEDROOMS 5 NUMBER OF BATHROOMS 2.5 GRADE 4 LOUD CONDITION GOOD LOT SIZE 0.32 ACRES, 13,9313 SF VIEW,5 NO SHEET INDEX SHEET DESCRIPTION CIVIL 001 SITE PLAN, GENERAL NOTES AND SHEET INDEX ARCHITECTURAL D001 EXISTING BASEMENT FLOOR PLANS D002 DEMO UPPER LEVEL FLOOR PLANS AOO1 PROPOSED FLOOR PLANS A001.1 LARGE SCALE PROPOSED PLANS 4002 EXTERIOR ELEVATIONS - FRONT A002.1 EXTERIOR ELEVATIONS - REAR AND LEFT SIDE A003 BUILDING SECTION A004 WALL SECTIONS STRUCTURAL 500.1 TYPICAL FOUNDATION DETAILS 500.2 TYPICAL WALL FRAMING DETAILS 5001 FOUNDATION, UPPER FLR FRAMING PLAN 5002 UPPER FLR PLANS 5003 ROOF FRAMING PLANS o U Z � N n U 0 z I� W Q z w Q Wa' a w w a Ln z o z Ln z x � w � � O '`I N Z z O � � � Q z Q 0 a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-26-21 RESUB Apr 29 2021 CITY DEVELOPMENT OF EDMONDS SERVICES DEPARTMENT EN. INFORMATION PROPOSED SITE PLAN SCALE:AS NOTED SHEET 001 OF - i I I i i I I i i I I i � EXISTINCs CONCRETE PAVING= I � o 0 0 � I I � I � I � ❑ ❑ � I J I � I I � � STUDIO STUDIO BASEMENT 40 WO* I � I I I I STORAGE /UTILITY I � I I I � I I � I I EX15TING 5A3EMENT FLOOF., PLAN FOR REFERENCE o U ti Z � o o U 0 z C� W Q z W Q wa' a w w a z Ln o z � z x w � � o � N z z 0 Q 0 � W z w x Q O tea' a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMO FLAN &GALE1/4" =1_0. SHEET D001 2 OF - IDEMCLITION NOTEIS 1, THE DRAUJINGS DO NOT PURPORT TO SHOW ALL REMOV4L5. THE CONTRACTOR SHALL REMOVE AN'' AND ALL OF THE MATERIALS NECESSARY' FOR THE INSTALLATION OF THE NEW WCf;R<. 2. ,AFTER REMOVAL, ,ALL SURFACES TO RF-IAIN ,ARE TO 5E f=ATCHED AND MADE SMOOTH ,AND LEVEL READ'' TO RELIEVE NEW FINISHES. (E) BATH RM 3. ALL DEMOLITION ,AND DISPOS,4L OF DE5RI5 SHALL 5E I � ,�� I /0 8 1� � ro GT PEDFODI-IED IN ACCORDANCE WITH THE REGULATIONS OF THE I � / O I I �� JURISDICTION.- 4. EXISTING UTILITIES AND EQUIPMENT SHOWN ON THESE DR4LJING5 0 j ILL��J L HAVE SEEN 05TAINED FROM A LIMITED OF FIELD INVESTIGATION ,AND AV4IL,45LE 5OURCES,4T THE TIME THESE DOCUMENTS LJERE (E) DINING 11 j i � _ � --7 PDEFAfRED. THE ACCUfRACT' AND COMPLETENESS OF THIS INFORMATION IS NOT GUARANTEED. CONTfRACT01 SHALL VERIF"I' (E) KITCHEN I j I EXISTING CONDITIONS RRIOR TO 5TAfRTING UJORK AND SHALL (E) LIVING CT � � I I _ _-i LC Zlj (E) M. BEDROOM PROVIDE ,ALL L,45OR ,AND MATERIALS REQUIRED TO COMPLETE 40 I � � - - - - � I O THE INTENT OF THIS PROJECT. i 5. 5EFODE ANC' UJIRING IS CUT, CONTRACTOR SHALL VEDIF'�' USEAGE OF 12 I� WIRING TO 5E CUT TO A55URE THAT REQUIRED SERVICES ,ARE NOT mm1 DISCONTINUED. W' REQUIRED SERVICES DISCONNECTED 5'�' THE CONTR,4CTOR SHALL 5E RESTORED 5�r' THE CONTRACTOR AT NO (o. ADDITIONAL COST TO OLJNER. REMOVE ,ALL EXISTING LUMINAIRES, OUTLETS ,AND WIRING NOT TO REMAIN IN SERVICE. (E) HALL (E) PWDR M. CLOSET O UJO O) O O E:)EMOLITION < NCTE,5 (E) BEDRROM (E) M. BATH O DEMO EXIST. DOOR O W04 40 2O REMOVE EXIST. DOOR, STORE, RE INSTALL IN NEW WALL - O3 DEMO EXISTING UJC O DEMO EXISTING SHOWER O DEMO EXISTING LAV., COUNTERTOP 5,45E C,45INET O DEMO PORTION OF EXIST. WED. ;' FfRAMED UJALL \ O REMOVE EXISTING SLIDING WINDOW ,AND FR�4ME �� ' I (E) GARAGE O DEMO EXISTING SINK, � E3j46E \\ � 40 WO* \\ C,45INET / O REMOVE EXIST. COUNTED ,AND 5,46E C,45 INETS ` lO REMOVE EXIST. UPPER C,45INETS 11 DEMO EXISTING ---------------- D f SHUJ4SHE1 12 DEMO PORTION OF EXIST. STUDWALL TO ACCOMODATE A POCKET DOOR I EX16TING UFF PL OO = D HMO PLAN 5C,ALE: 1/4" =1' -0" o U �z U z W Q z U W Q Wa' a w w a z Ln o z � z � x w � � o � N z z � � 0 Q � w 0 z Q 0 a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-28-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FILE DEMO PLAN 5C,4LE:1/4" =1_0. SHEET D002 3 OF - 000 1 11 p UJ S I NAGrl 1„IlGfRO SINK ad z AO 1.1 (E) DINING � LAfRGE 5C,4LE (E) M. BEDROOM FLAN O WO* KITCHEN � (E) LIVING CT j 1L/ DBL OVE mm1 0 (E) HALL (E) P1 R %M.CLOSET O WO1 : O U1D. DECK 0 X I (E) BEDRROM (E) M. BATH O O UJD. STEP rHi WD. STEP __...._.----------------7 /I \ / I / \ ' I ` / I ` / I ` / I \ , (E) GARAGE I \ , \ , I / \ I / \ I / \ I � \ I � \ I / \ I � \ I / I � \ I / \ I / \ I / \ I / \ I ---------------- EXISTING; Uff f;R FL 00f;R FLAN &GALE: 1/4" =1' —011 o U n ? 00 c�\ I --I '4�5 U Vj z N W Q z U w Q a w w � � z o x w � � N z Q 0 z w a Q 0 a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM T S EWB Y STA F WASHIN T ISSUE DATE PERMIT 2-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FLOOR PLAN &C,ALE1/411=1'-01, SHEET A001 OF - WINDOW SCHEDULE WIDTH GENERAL NOTES: Number Type SIZE DETAIL NOTES WIDTH I. ALL GLAZING IN H,4Z,4RDOUS ,4RE,4S ( I.E. IN WINDOWS, DOORS AND ADJACENT WIDTH HEIGHT Head Jamb Sill GLAZING) WITHIN 24 OF THE DOOR SWING SHALL BE WIDTH c.> 4FETY GL 1 PICTURE 2'-9" 1'-4" 2 PICTURE - TRAPEZOID 2'-9" 6'-0" SAFETY Gl-. 3 2. ALL EXTERIOR WINDOW GLAZING SHALL HAVE A U-VALUE OF .28 OR BETTER. 3 PICTURE 2'-9" 1'-4" ' _ 3. 5,4FE7'I' GL,455 REQUIRED WHEN BOTTON EDGE OF GLAZING IS LESS THAN &0 4 PICTURE - TRAPEZOID T-9" 6'-0" INCHES 45OVE STANDING OR WALKING SURF,4CE FROM A 5,4THTU55 WATERS EDGE 5 PICTURE 2'-9" F-4" SGL. AWNING i=ICT-TR,4i=1EZOID (IRC R308.45) 6 PICTURE - TRAPEZOID 2'-9 it 5'-7" VINYL 1=RA1" IED VINYL 1=RA" IED 7 PICTURE 2'-9" 1'-4" 6A1=ETY GL. 8 PICTURE - TRAPEZOID T-9" 5'-1 3/4" 9 PICTURE - TRAPEZOID 6'-4" 2'-4" SAFETY GL. W I N D O W T FE5 G N A L NOT ,5 &GALE: N.T.S 1;C,4LE. N.T.S DOOR SCHEDULE Number Type Door Size DETAIL WD HGT THK Head Jamb Threshold 001 POCKET - 2 PANEL 3'-0" 6'-8" 1 3/4" WIDTH POCKET - 2 PANEL 1" IDF - SN,4KER STYLE DOO TF& SCALE: N.T.S 1„I I CjzO DRAWER DINING ROOM I Uv j LARGE SCALE 1=ROP06ED IGITCa-!E SCALE, 1/2"=1'-OII ;�OD1S 5�33 C3) o �Q - L W2 30�W2430 cij w -A 36" COUNTER HEIGHT DBL. OVEN RENOVATION FLOOR PLAN EXISTING WOOD DECK TO REMAIN U Z � o o U 0 Z N W Q z U w Q wa' a d w w a Z � O v� z � z x w � � o o � � Z w x Q O °x a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM T S EWB Y STA F WASHIN T ISSUE DATE PERMIT 2-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPOSED KITCHEN PLAN 5GALE1/2"=1'-0" SHEET A001 01 5 OF - ml I I� III �I P3(0 W/ PULLOUT SHELF - 5OD15 (4) 515 TRASH BID - INfiElO ELEVATION5 AT KITCHEN SCALE: 1/4''=1' -0" WATERFALL EDGE COUNTERTOP ---1 WC,2428 DUPLEX W1 WATERFALL USB PORTS EDGE COUNTERTOP FFrF-- UJC4828 �iw "qql lmt44l=Lh - 21. INTEfR10fR ELEVA T I ONS ,4T I SL,4NED F.E.P. 5WC,4242 COUNTERTOP l - BBC42 5 SPICE & OIL PULLOUT 48" iRANGE TOP 5,45E CAA / DRUJS WG1242 WC;2i42 WC3624 S.S. VENT HOOD r F.E.P. 80D15 C3 DRUJR) B33 MICRO DRAWER F.E.P. 0 Zt7� - 52-1 _ UUC2142 3/4 F.E.P. COUNTERTOP RE ICs. SF E o _ 521 IN 50D 12 PULL-OUT UTENSIL KNIFE BLOCK 30II CWIDE 5K,46E UU/ J5T,45LE SHELVING B0p18 C4 DRUJR) I tt"" I &-ItI V I I\ I I-, % "%.-/ Imo%./ o U Z ti CIA n O O U 0 z C� W Q z W Q w�w z Ln o z Cn z x w � � O � N Z z O � � Q � w � O w Q O a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS 5GALE1/4" =1'-0" SHEET AOO 1 02 & OF - LEST 6IDE ELEVATION SCALE. 1/4" = 1' _O11 o U ti Z o o U 0 r� Vl z V1 nW I"1 z W Q w�W z Ln o z z x w � � o � N z z � � 0 Q 0 � w z W Q 0 Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-28-21 REV. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR ELEVATIONS S0,4LE 1/-4II = 1' -011 SHEET A002 7 OF - EX15TING DWELLING PROPOSED ADDITION 10 COMPOSITION 5I41NGLES OVER ''PEEL AND STICK" MEMBRANE 25'-0'' HEIGHT LIMIT z -A 5/8" TNK, T 4G PL T WD. — — — — — — — Ammo — — — SHEATHING (TYF'.) WOOD F,45IGA TO MATCH EXIST. CTYPJ OL EXISTING TOP OF PLATE SNIPLAP SIDING TO MATCH EXIST. (TYP.) 01) EXISTING TOP OF SUBFLOOR ~/000,— OI KNEE BRACE (TYP.) I I livill I IL --------- ik ------- — TOP OF BASEMT SLAB OL j EXTEfRIOfRELEVATION OREAfR VIEW) SCALE: 1/4"=1'-0'' EXISTING CABIN PROPOSED ADDITION ol COMPOSITION SHINGLES OVER ''PEEL AND STICK" MEMBRANE 25'-0" I4EIGNT LIMIT 5/8" TI4<. TAG PLYWD. — — — — — — — — — — — SHEATHING (TYP.) EXISTING TO REMAIN TOP OF BEAM Oil TOP OF SUBFLR KNEE BRACE (TYP.) EXIST. GRADE TO REMAIN TOP OF BASEMT BFL fG�=IT 51DE ELEVATION _2 SCALE. 1/4" =1' -O" o U ti Z �w H U 0 z N W Q z w Q wa' a r� w a z � o z z x w � � o � N z z 0 Q � w 0 z w x Q 0 oa' a Explratlon Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE FER" IIT 2-28-21 REV. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR ELEVATIONS SCALEI/4"=1'-0" SHEET A00201 0 OF - 30'-0" 14EIG4T LIM73o,-m" BUILDING HEIGHT LIMIT (5NOH011I5H COUNTY) CONTINUOUS RIDGE COMPOSITION SHINGLES OVER VENT (TYP.) "PEEL AND STICK" 1" IE1" IBR4NE THK. T$G PLY.UD. R-49 FIBERGL. BATT INSUL SNEATa 4ING (TYP.) 003 Hardware and fasteners in contact with — ' preservative -treated wood shall be of ( 12 hot -dipped zinc galvanized steel, 1 I I a 4 ' stainless steel, silicon bronze or copper. I ��� In the absence of manufacturers TOP OF BE AM ' recommendations a minimum of ASTM A 653 I -- - - type G185 zinc -coated galvanized steel, or I n ■ equivalent, shall be used. I NEW VINYL UJINDO 91q j IRC R317.3.1 IBC 2304.10.5.1 U-VALUE = 0.20 CM (N) KITCHEN I `. ., allNEWLEDGER - CS 5TRUCT.) I - CONC (GUARDRAILS SHALL BE DESIGNED TO - I000 'RESIST A CONCENTRATED LOAD OF 200 i ---------------------------------------------------------------------► IPOUNDS IN ANY DIRECTION AT THE TOP OF I TOP OF SUBFLR - ■ TOP OF PLATE .THE GUARDRAIL. INFILL COMPONENTS SHALL I - - - - - IBE DESIGNED TO RESIST A HORIZONTAL I 1 (LOAD OF 50 POUNDS OVER A ONE SQUARE j 1 R=21 FIBERGL. BST INSUL (E) BASEMENT FOOT AREA. IRCR301 5 N .0 Y JL JL JL k JL JLCONc •_•_•_•_•_•_•�=38FI5ERGL.5 CREDIT IUSEC 2018 COD T BL r• ' 40�.2, la EFFICIENT BUILDING IGUARDRAILS SHALL BE MIN. 36" IN HEIGHT( ENVELOPE 1a (WHERE THE ADJACENT SURFACE OR I TOP F SEMT SUBFL jGRADE IS 30" OR MORE BELOW. RAILINGS j Lf- ISHALL BE SPACED TO NOT ALLOW THE I OF A 4" SPHERE. IRC R312.1 � IN � � I �N iPASSAGE 30'-0" BUILDING HEIGHT LIMIT 24'-(o 01 loo PROPOSED ADDITION 2X PRE-ENGINEERED FLAT UJD. TRUSSES 24" O.C. ,a 2 003 COMPOSITION 5a-4INGLES OVER "PEEL ,AND STICK" MEMBRANE 5/8" T14< T $G PLYUJD. 5HEAT14ING (TYP.) ,--- — — 12'-0" I TOP OF EXIST. PLATE I I I 0 o I I (N) KITCHEN «, HARDIE SNIP LAF SIDING, HATCH EX157G. CTYPJ I- - r A- 11, -1ZOL I TOP OF SUBFLOOR TOP OF PLATE ` 2X(o LD. FRAMED FOUND.L I LUALL (TYP.) CIO TOP OF EXIST. GARAGE SLAB EXIST. GRADE 5UILIDINGr SECTION SCALE: 1/4" =1' -O" o U Z �6) o ~ ti �6)� U 0 Z C� N W Q z v w Q w z � o z � z x w � 3 N 0 O Z w x Q O a Expiration Date 5-12-22 ,2777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE FERMIT 10-28-20 RED/. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTIONS 5CALE1/4"=1'-0" SHEET A003 OF - PROVIDE MIN. 2" AIR G,4P PEEL ,AND STICK 45PH,4LT SHINGLE ROLL PEEL AND STICK A6f=H,4LT SHINGLE ROLL ROOFING OVER 5/a" THK. i=LYUJD. ROOFING OVER 5/a" THK. PLYUJD. SHEATHING (TYPIC,4L) MIN. R-21 FIBERGL. SHEATHING (TYPIC,AL) 5ATT INSULATION MIN. R-4S F18ERGL. CONT, RIDGE VENT (TYPIC,AL) 2X(o OVERFR4MING E3ATT INSULATION PRE ,4NUF. UJD. 5C I 3eOfR TRUSS 2X4 BLOCKING UJ/ S ONG5,4CKS EE STRUCT.) BETWEEN TRUSSES -- " 2-1/2'' WIDE WD. SOFFIT 2-1/2'' WIDE WD. SOFFIT X= - ; OVER 15# FELT. ,- OVER 15# FELT.- 2-1/2" WIDE CONT, 2-1/2" WIDE CONT. " SCREENED VENT. SCREENED VENT. - MIN, R-49 FIBERGL. - -- " MET. DRIP EDGE 5ATT INSULATION -- - - -Ink 2X-4 CRIPPLE WALL � FLASHING --= - 1/2" GYP. 8D. 1 /2 -? - 2X12 UJD. BD. ;�-- "-- � " -- '" DEMO EXIST. UJ,4LL ,AND ROOF FASCIA 2X PRE- MANUF. - WD. SCISSOR TRUSSES (SEE / \ WD. BEAM STRUCT. WD. BEAM % - �- -4 � _ _ _ __ (SEE STRUCT.) (SEE STRUCT. 2 RIDGID VINYL WINDOW -SEE SCHEDULE \, / �- INSUL. (U-VALUE .28 MIN. ------� ---- ---- I I F-- Ak 2X( 1(0O.G. WD. PROVIDE NEW LEDGER SUPPORT I FOR EXISTING DECK FRAMING, STUD WALL UJ/ SHIP ,ANCHOR TO NEW RIM JOIST (N) KITCHEN LAP SIDING OVER, CT OVER TYVEK BLDG, I.JR/4P, OVER 1/2'' i=LYUJD. (T,1'PJ 00 MIN. R-21 FIBERGL, 5ATT INSULATION j i I 3/4'' T $G PLYUJD. / SUBFLOOR i I I ------ ------- -Y --- ---- — — — — — — — — -- --- — ---- -- -- ------ - ---------- ---------------------- --------------------- 0 DEMO. f=OfRTION OF EXIST. 1/2" PLYUJD 2X DECK JOIST (TYP.) SISTER 2X FLR, JOIST Q (SEE STRUCT.) EXIST. BEAM - SEE STRUCT I R-3a F15ERGL. 5ATT INSUL. (ENERGY R-3a FIBERGL. 5ATT INSUL. CREDIT 2015 CODE, T,48LE 40(o.2, la (ENERGY CRED IT 2 0 1 a CODE, EFFICIENT BUILDING ENVELOPE la) T,48LE 40(o.2, la EFFICIENT BUILDING ENVELOPE la I EXIST. 4X POST NEW 2X SISTER FLR. JOISTS, CANTILEVERED 4' OVER EXIST. BASEMENT 5ASE1„IENT WALL W/ 1(o' MIN, 8,4CKSP,4N I EXISTING WD. FRAMED EXT. 8,4SE1„IT WALL EXIST. GONG SLAB ON I GRADE - SEE STRUCT I EXIST. GRADE WALL 5 CT f ON WALL & CT f Old _2 SC,4LE:3/4" =1'-0" &CALE:3/4" =1'-0" o U � z �w H U z N W Q z W Q wa' a w w a z Ln o v� z � z � x w � � O � N z z � � 0 Q � w 0 z w x Q O oa' a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI C S EWB RY STA F WASHIN T ISSUE DATE FERI"11T 2-2&-21 REV. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTIONS 5CALE-3/4" =1' -0" SHEET A004 10 OF - H10 INSTALLED ON SAME FACE AS SP2 (INSIDE OR OUTSIDE FACE OF STUDS) Mel 19 . I. H25S INSTALLED ON SAME FACE AS SP2 — (INSIDE OR OUTSIDE FACE OF STUDS) INSTALL H2.5'S ON OPPOSITE SIDES OF TRUSS, FACING OPPOSITE DIRECTIONS TO PREVENT SPLITTING ►�-� HEADER SCHEDULE SPAN EXTERIOR AND BEARING WALLS INTERIOR NON - BEARING WALLS TO 4'-4" 4x6 2-2x4 4'-4" TO 6'-4" 4x8 2-2X6 6'-4" TO 8'-4" 4x10 2-2x8 8'-4" TO 10'-4" 4x12 2-2x10 HEADER SCHEDULE MITER BEAMS AT CORNERS AND INSTALL STRAP TO EACH BEAM PLAN AT CORNER POSTS 'U2' JOIST HANGERS - -SIMPSON ST6224 TIE -STRAP ONE SIDE USE ST6224 EA. SIDE OR CMST14 WITH 40-16d @ GLU-LAM & PARALLAM BEAMS SIMPSON H6 EACH BEAM @ BEAM SPLICES b SIMPSON H6 or TS12 TWIST -STRAPS MAY BE USED WHERE STRAIGHT STRAPS CONFLICT WITH FRAMING. — SEE PLANS FOR POST & BEAM SIZES SIMPSON ST6224 TIE -STRAP EA. SIDE NOTCH PLYWOOD @ HARDWARE WOOD BEAM FRAMING AT BEAMS TO 3-1/2" WIDE 'HU' HANGERS OR AS NOTED ON PLANS IF PLYWOOD JOINT BETWEEN TOP PLATES AND TRUSS ADD A35 @12"o/c PLYWOOD JOINT BETWEEN WALL TOP PLATES NAIL PLATES TOGETHER WITH 10d SPACED 4"o/c STAGGERED EA. SIDE OVER SHEAR WALL ROOF TRUSS ALIGNED WITH FACE OF WALL STUDS INSTALL 2x4 BACKING AT PANEL EDGES & VERTICALS @24"o/c Max. EXTEND 1/2" PLYWOOD SHEAR WALL SHEATHING OVER TRUSS -NAIL TO TRUSS PER SHEAR WALL NAILING -1/2" PLYWOOD SHEAR WALL SEE PLANS AND DETAIL 6/SD.3 SHEARWALL AT ROOF TRUSS 112" PLYWOOD SHEATHING -SOLID BLOCK ALL PANEL EDGES AND NAIL WITH 8d NAILS SPACED 4"01c AT PANEL EDGES AND SPACED 12"olc AT INTERMEDIATE STUC DOUBLE STUDS AT EACH END OF SHEAR WALL WHERE SHEATHING OCCURES ON BOTH SIDES OF THE WALL: USE HD8A HOLDOWNS AND STAGGER THE PANEL JOINTS SO AS TO NOT FALL ON THE SAME STUD. HOLDOWNS WITH DOUBLED END STUDS WHERE SHEAR WALL IS ON FOUNDATION SLAB BOLT SILL PLATE TO FOUNDATION WITH 5/8"x10" ANCHOR BOLTS @ 48"o/c (CAST IN OR EPDXY SET) PLYWOOD SHEAR WALL ll WHERE SHEAR WALL IS ON UPPER FLOOR, NAIL SILL PLATE TO FLOOR FRAMING WITH 10d NAILS @ 4"o/c SHEARWALL AND DIAPHRAGM SCHEDULE 1 IARG 4LLOW,45LE LOAD 1„IATERI4L EDGE BL<G REQ'D EDGE N,41L ING FIELD NAILING ,4NGHOR BOLTS PL,4TE N,41L ING REMARGS ROOF 180 PSF 5/8" NO #8'a/0 " O•C. #8 ae 12'' O.C. FLOOR 215 PSF 3/411 NO #10la(o" O.C. #81a1Q>" O.C. SUJ-1 2(o0 i=SF 1/2" ''ES 8de4" O.C. 8de12'' O.C. 5/8"e48" O.C. lOde4ll O.C. STRUCT DET. 5/50.1 SfiUCfiUFRAL LEGEND and ENE,4L NOTES LEGEND R?l VN ------------------ ------------------ DESIGN CRITERIA: 1. CODE: 2018 IRC 2. LIVE LOADS: DECK ROOF FLOOR WIND SEISMIC SNOW 3. FOUNDATION CRITERIA: BEARING PRESSURE COLUMN COLUMN BELOW POST MASONRY (CMU) WALL WOOD STUD STRUCTURAL WALL STRUCTURAL WALL BELOW HEADER BEAM SEE DETAIL 15/50.2 NON-STRUCTURAL WALL NON-STRUCTURAL WALL BELOW = 60 PSF = 16 PSF (4/12 SLOPE) = 40 PSF = 85 MPH, EXPOSURE D = 2 5 PSF = 2000 PSF EQUIVALENT SOIL FLUID PRESSURE = 30 PCF (GRANULAR BACKFILL) SLIDING FRICTION FACTOR = 0.40 4. SPECIAL INSPECTION REQUIRED FOR: WIND CONTINUOUS LOAD PATH, CONCRETE GENERAL: I. EXISTING CONDITIONS SHALL BE VERIFIED AND ANY DISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 2. THE CONTRACTOR SHALL PROVIDE ALL MEASURES TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO SHORING AND LATERAL BRACING. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT SO AS NOT TO EXCEED THE DESIGN LIVE LOAD. OR AS NOTED ON PLANS SP2 CLIP @ EA. STUD ------------------- SEE DETAIL SP1 CLIPS NOT REQ'D AT WINDOW SILL CRIPPLE STUDS. SPACE MAS @48"o/c @ WINDOWS. �SP1 CLIP @ EA. STUD Z—PAHD42 EMBEDDED ANCHOR @ ALL DOOR 5/8"x10" ANCHOR BOLT ❑R & WINDOW JAMBS (OR LTT20 HOLDOWN MA5 MUDSILL @ 32"o/c (LOCATE WITH 112" ANCHOR BOLT EMBEDDED 8" INTO CONCRETE, CAST IN R EPDXY SET) 6" FROM ENDS OF SILL PLATE) NOTE: SP1 & SP2 CLIPS MAY BE SUBSTITUTED WITH CS20 STRAPS x 10" LONG BENT OVER THE BOTTOMITOP PLATE & NAILED WITH 4-10d TO THE PLATES & TO THE STUD. 1A WIND LOAD PATH CONNECTIONS FLUSH FRAMED BEAM BEAM BELOW JOISTS/RAFTERS STRUCTURAL LUMBER: I. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR / LARCH GRADED AS FOLLOWS: JOISTS AND RAFTERS (2" WIDE) = NUMBER 2 OR BETTER BEAMS (4" WIDE) = NUMBER 1 OR BETTER POSTS = NUMBER 1 OR BETTER STUDS = NUMBER 2 OR BETTER 2. SEE PROJECT SPECIFICATIONS FOR ENGINEERED LUMBER REQUIREMENTS, INCLUDING GLU-LAM (GL). PARALAM (PSL). AND MICROLAM (LVL) PRODUCTS AND TRUSS JOISTS (TJI). 3. ALL PLYWOOD PRODUCTS SHALL BE DOUGLAS FIR C-D EXT. COMFORMING TO PRODUCT STANDARD P5-1. PLYWOOD IN SHEAR WALLS SHALL BE "STRUCTURAL P GRADE. 4. THE SPECIE AND GRADE NOTED ABOVE ARE THE MINIMUM REQUIRED: REFER TO THE ARCHITECTURAL DRAWING AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-11-8-1 OF THE UNIFORM BUILDING CODE ALL NAILS SHALL BE GALVANIZEDCOMMON WIRE NAILS. PRE -DRILL HOLES AS REQUIRED TO PREVENT SPLITTING. 6. ALL BOLTS SHALL BE GALVANIZED. BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER USE STANDARD GALVANIZED CUT WASHERS UNDER BOLY HEARS AND NUTS. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN. 1. DO NOT BORE OR CUT JOISTS, RAFTERS OR BEAMS WITHOUT ENGINEERS PRIOR APPROVAL. HOLES THROUGH SILLS, PLATES AND STUDS IN WALLS SHALL NOT EXCEED 1.3 THE STUD OR PLATE WIDTH, AND THE HOLES BORED SHALL BE LOCATED IN THE CENTER OF THE PLATE OR STUD. 8. SOLID BLOCKING SHALL BE INSTALLED SPACED AT &'-0" O.C. (MAX.) WHEN MEMBERS ARE 10" OR MORE IN DEPTH, S. ALL CONNECTOR REFERENCES ARE FROM "51111=50N STRONG -TIE CORPORATION" CATALOG LATEST PRINTING. APPROVED EQUALS SHALL HAVE MATCHING ICBO RATINGS. 10. FABRICATED STEEL CONNECTIONS SHALL BE HOT -DIPPED GALVANIZED WHERE USED IN EXTERIOR FRAMING. 11. ALL STRUCTURAL FRAMING LUMBER SHALL BE PRESSURE -PRESERVATIVE TREATED. ALL CUT ENDS SHALL BE TREATED. TRUSS -JOISTS, PARALAM AND MICROLAM MEMBERS SHALL BE PRESSURE -PRESERVATIVE TREATED USING "TRIBUCIDE II" TREATMENT. 12. PROVIDE JIFFY SEAL "PROTECTO WRAP", RAINPROOF 60, BETWEEN ALL WOOD AND CONCRETE OR MASONRY SURFACES. A-34 @ OPENINGS WIDER THAN 6'-4" (NOT REQ'D IF HEADER AT BOTTOM OF PLATES) HEADER -SEE SCHEDULE CS20x18" LONG @ 32"olc BEND OVER TOP PLATES & NAIL WITH TOTAL OF 8-10d INTO PLATES & NAIL TO HEADER WITH 8-10d NAIL THROUGH JAMB STUD NAIL CS20 WITH 8-10d INTO HEADER WITH 6-16d TO HEADER & TO TRIMMER CS20x 16" LONG ON ONE SIDE @ OPENINGS WIDER THAN 4'-4" to 8'-4" WIDE CS20x 16" LONG BOTH SIDES @ OPENINGS WIDER THAN 8'-4" EXTERIOR WALL HEADER CONNECTIONS 4'-0 LAP SPLICE NAIL WITH 10d @ 8"o/c STAGGERED EA. SIDE STUDS 1 518"x10" ANCHOR BOLTS @ 48" o/c e@ INTERIOR BEARING WALLS SEE DETAIL 8A FOR EXTERIOR WALLS AT INTERIOR NON -BEARING WALLS USE 3/16"x3" POWDER DRIVEN PINS SPACED 32"o/c HEADER -SEE SCHEDULE AND DETAIL 1 B 2-STUDS @ OPENINGS UP TO 6'-4" WIDE ADD 3rd. STUD @ OPENINGS WIDER THAN 6'-4" I SINGLE TRIMMER @ OPENINGS UP TO 8'-4" WIDE ADD 2nd. TRIMMER @ OPENINGS WIDER THAN 8'-4" USE SINGLE STUD AND TRIMMER @ IAITKRIC P hlr)Kl_RFARIAIr W&I I C A-35 CLIP @ OPENINGS WIDER THAN 6'-4" WOOD STUD WALL FRAMING WINDOW SILL 1-2x @ OPENINGS UP TO 6'-4" WIDE 2-2x @ OPENINGS 6'-4" TO 8'-4" WIDE 3-2x @ OPENINGS 8'-4" TO 10'-4" WIDE o U n CIA •ztn WL � O U 0 z C� W Q z U W Q w w � � z o x w � � N z 0 z w a Q 0 a Expiration Date 5-1 - 12777 REGISTERED ARCHITECT TIM T S EWB Y STA F WASHIN T ISSUE DATE PERMIT 2-20-21 REV. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E X I ST'G. BMENT/ UPPER FLOOR FRAMING PLAN SCALE1/4 =1'-0. SHEET sool 13 OF - I 1 � I � I I I � I I I I I I 1 I ' I 1 OUTLINE OF UJD. DEC1 ,45OVE 15 1 50.1 50,1 50.1 I 1 I II 1 I I ' I I I I � 60.1 150.1 SO.1 SO.1 SUJ-1 SL-1 I I , 1 I 1 I >� w 0 >� 1 Cp KITCHEN M. BEDROOM I o I 2 LIVING IYII SO.1 (TYP.) 4 I 0 m I II I I 1 � I DN Ll I I I I I I I I I a I I ' 0 I I I I I I BEDROOM I I L---- 1 I � I I � 1 I I � I I I 1 I I 1 I I I II 1 I II 1 I I I � I I I 1 I GARAGE I I � 1 I I i � I I I I I I \ I I 1 I I i � I 1 I I I I I I ' 1 I II I I I ' I 1 I I � 1 I I � I I I I EX15TING; Uf=f=EfR FLOOfR FLAN SCALE- 1/411=1'-OII o U ti Z CIA ^ rT� U z N W Q z U w Q a w w a z � o v� z � z x o N z z O Q ok� w O z Q O a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-20-21 REV. 1 4-20-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTINGi UPPER FLOOR PLAN SCALE1/4"=1'-0" SHEET S002 14 OF - DEMO EX15T'G. ROOF RAFTERS, HEADER ABOVE DOOR SAVE FOR RE - INSTALLATION 2X6 UPPER CHORD AS NEEDED T'I'PICAL SLOPED ROOF SHEATHING BEAM EXTENTION /-zz SOLID BLOCKING 5/8" PL T WOOD UJ/ FACE GRAIN PERPENDICULAR TO RAFTERS (N) MATCH EXIST. FASC I A ATTACH W1 #8 SCREW& SPACED AT 6" O.G. AT PANEL EDGES AND AT 12'' O.C. 6 INTERMEDIATE RAFTERS (N) TRUSS T-1 H10 CLIP �X� EACH TRUSS (E) 2X12 FASCIA (N) TRUSS T-1 (E) 2X12 FASCIA ► _ _ _ _ I I I I I I I I I I I I TRUSS T-T I I 2-1 Bd EA. RAFTER 2x4 LOWER CHORD — - — - (N) SLQPE (N)LOPIE I I I R+ 1111111 14:121 4112 1 1 1 1 {� �O TOOTHED TRUSS CONNECTOR PLATE (N) TRUSS T-2 OS D`qj 1 I SP2 CLIP @ I (N)1TRU S T- EACH STUD ADD H2 CLIP EA. SIDE @ GIRDER TRUSS p J I 1 I Q I p - 3 N cn I I I 1k (N)ITRU�'S T-� w d) SO. � � � 2x FACIA -SPLICE 8'-0 MIN. FROM CORNERS. X I (N)ITRU T- VERIFY SIZE AND ORIENTATION WITH I (N) WALLS BELOW ARCH'T. DRAWINGS � 2x STUDS aG� 15"aJc ZA 112" PLYWOOD WALL SHEATHING EXTENDS TO TOP PLATE IDTAIL AT TfRLSS 5EAfRING L 2 SCALE: 3/4" = P -O" RAFTER TAIL EXTENSION 2X4 WEBS 2X4 STRONGBACKS 2X(o TOP CHORD 12 ----------------------------- �4 - ---------------------- 1 2 ROOF TRUSS DESIGN CRITERIA: 12 2X4 BOTTOM CHORD 1. TRUSS MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND STRUCTURAL �21-011 CALCULATIONS STAMPED BY A REGISTERED WASHINGTON STRUCTURAL ENGINEER. OUT -TO -OUT FACE OF STUD = 24'-�0" TRUSS DESIGN LOADING: DEAD LOAD =1Opsf LIVE LOAD = 25psf (SNOW) SCISSOR TRUSS TYPE T-1 TOTAL LOAD = 35psf (KITCHEN) 2X4 WE55 2. DESIGN TRUSSES FOR WIND UPLIFT WITH TRUSS ANCHORAGE POINTS AS INDICATED ON PLANS. DESIGN GABLE END TRUSS FOR LATERAL WIND PRESSURE, AND INDICATE 2X(o TOP CHORD ON SHOP DRAWINGS ANY SUPPLEMENTAL BRACING REQUIRED. 2X4 STRONGBACKS TRUSS WIND DESIGN CRITERIA: 2018 IRC, 80 MPH, EXPOSURE D Q 9' O.C. 3. PROVIDE 2X4 BOTTOM CHORD BRACING (STRONGBACKS) SPACED 9' o/c MAXIMUM, 12 NAILED WITH 2-10d TO EACH TRUSS. EXTEND BRACING AND NAIL TO GIRDER TRUSSES 4. PROVIDE WEB BRACING AS INDICATED ON THE ROOF TRUSS SHOP DRAWING. — 2 12 2X4 BOTTOM CHORD OUT -TO -OUT FACE OF STUD = 24'-&" SCISSOR TRUSS TYPE T-2 (KITCHEN) R00f= TRL�5 SCALE: 1/411=1' -O" SCALE: 1/4" =1' -011 o U Z ti U 0 z N W Q z w Q wa' a w w a � z o z � z x w � � o � N z z 0 � � Q � w 0 z w x Q O Oa' a Expiration Date 5-12-22 12777 REGISTERED ARCHITECT TIM TI S EWB RY STA F WASHIN T ISSUE DATE PERMIT 2-25-21 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF FRAM ING PLAN 5CALEI/4 11 =1'-O" SHEET S003 15 QF -