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APPROVED BLD ENG PLN BLD2020-1357+Architectural_Plan+12.10.2020_4.21.36_PMOCCUPANCY: R-3 WIND: 85 / 110 MPH EXPOSURE: B RISK CAT: II CONSTRUCTION: VB ROOF: 25 # LIVE / 15 # DEAD = 40 FLOOR: 50 LIVE + DEAD SOIL: 2000 PSF SNOW: 25 # Deck 0PSF Live 10PSF Dead IM-0 1 i �lwa�Me®o 6 u e �f 6� lI c tic-1w I-, yeq.5 • D ALL -WORK SUBJECT DESIGN CRITERIA for EDMONDS TO FIELD— — - INSPECTION FOR Min Roof Snow Load 25 psf (non- I "NE COMPLIANCE Ground Snow Load 25 psf Seismic Design Category D 1 Wind Speed 85 mph (Basic)110 mph (Ultimate) Wind Exposure B, C, D (varies, contact staff) Winter Design Temp 27 degrees Mean Average Temp 50 degrees OWNER/CONTRACTOR IS RESPONSIBLE FOR '0 EROSION CONTROL AND DRAINAGE 2a� ` T_ ,flAV° I - pRiVL• 4�0+s&J-t I It-0., 1 25 ut-o` ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 3r� U APPROVED PLANS MUST BE ON JOB SITE OWNERS: CAROL & CHRISTOPHER 18324 84TH PLACE WEST EDMONDS 98028 4zC7- 232 31 ce TAX No: 00596 000000200 LEGAL: TER MAR BLK 000 D-00 LOT 2. BUILT: 1969 ZONE: RS —10 City Of Edmonds Building Department Work 2 DECKS Address 18324 84TH PL W Owner EARLS Approved Date 12 -18 - 2 020 ----------------- Building Official Eris, C wftr = ----------------------------- Permit Number BLD2020-13,* -------------------------- SCOPE of PROJECT: REMOVE 2 REAR WOOD DECKS. REMOVE CONCRETE PATIO BENEATH. REMOVE EXIST. DECKS: 216 SQ FT AND 65 SQ FT. BUILD NEW DECKS 464 SQ FT AND 100 SQ FT IN SAME LOCATIONS. ENGINEERING DIVISION APPROVED AS NOTED LOT SIZE: 12,196.8 SQ FT 1 7/1 7/9n9n LOT COVERAGE: RESIDENCE: 2251. SQ FT 0151cK- GARAGE: 540. too DECKS: (NEW) 568. SQ FT 3359 SQ FT 27.5 RO 0 F TYP —�I N ***No stormwater L e management system required at this time. If the new and/or replaced impervious surface is 2000sgft or greater a stormwater management system is required per City r standards. *** 54 46 FL V/ IMPERVIOUS: 4628 SQ FT 37.9 ( ROOF, DECKS, DRIVES, PATIOS) GRADING: NONE CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDER ST EDMONDS WA 98020 425-774-7129 51-ft;: PLAQ hansondesign@hotmail.com Applicant shall repair/Leplace 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 Dec 15 2020 CONTRACTOR: BRAD BENNETT BENNETT CONSTRUCTION 16507 68TH AVE W LYNNWOOD 98037 425-308-3892 jkgabbennett@comcast.net F- V) 1..0 W U Q IL �'d/�' -00 cn 00 r-1 J Q U.J RECEIVED Dec 11 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1L/Za Zo u-D OCCUPANCY: R-3 WIND: 85 / 110 MPH EXPOSURE: B RISK CAT: II CONSTRUCTION: VB ROOF: 25 # LIVE / 15 # DEAD = 40 FLOOR: 50 LIVE + DEAD SOIL: 2000 PSF SNOW: 25 # IM-0 • ♦ DESIGN CRITERIA for EDMONDS Min Roof Snow Load 25 psf (non -reducible) Ground Snow Load 25 psf Seismic Design Category D 1 Wind Speed 85 mph (Basic) 110 mph (Ultimate) Wind Exposure B, C, D (varies, contact staff) Winter Design Temp 27 degrees Mean Average Temp 50 degrees N 6 pR�V� WAfr-- a e 4 P� �►✓ 3�U O AUK lot) 5& Fti --------------- Zone RS-10 Corner Flag Setbacks: Required Actual Front 25 ----------- 25 ------+ Sides N/S 10/10 ___________, 16/25 OWNERS: CAROL & CHRISTOPHER EAR 20 30 18324 84TH PLACE WEST Rear W --------- . ------ EDMONDS 98028 Other - 4Z 232.- 3`� -CP ----:__--- 25 8.5 TAX No: 00596 000000200 Height t-) LEGAL: TER MAR BLK 000 D-00 LOT 2. z BUILT: 1969 ZONE: RS —10 W SCOPE of PROJECT: REMOVE 2 REAR WOOD DECKS. REMOVE CONCRETE PATIO BENEATH. REMOVE EXIST. DECKS: 216 SQ FT AND 65 SQ FT. BUILD NEW DECKS 464 SQ FT AND 100 SQ FT IN SAME LOCATIONS. LOT SIZE: 12,196.8 SQ FT LOT COVERAGE: RESIDENCE: 2251. SQ FT GARAGE: 540. DECKS: (NEW) 568. SQ FT 3359 SQ FT 27.5 % IMPERVIOUS: 4628 SQ FT 37.9 % ( ROOF, DECKS, DRIVES, PATIOS) GRADING: NONE CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDER ST EDMONDS WA 98020 425-774-7129 hansondesign@hotmail.com CONTRACTOR: BRAD BENNETT BENNETT CONSTRUCTION 16507 68TH AVE W LYNNWOOD 98037 425-308-3892 jkgabbennett@comcast.net J DC Q W 1Z/ZoZo I J LtVtNk � stain �0�° r�P � I M oil _ -IQ 12 EC.{L— oL • ` • W 00 D Q a-AlL . Q � J N ' p aacrc Y d REAR D�LK 1 l --x Y, x 1C 1.5t w0-•f1i Woov 1Dec4- ©/ co&SG MIto'::�7. �Xl�i'(ING-� DECK C.)N 4=�.-0. u�l L i 0 _ v of O O 00 -� tx N � Z N O N V U" o c W W t °G rn N � Iz cl: Z Q r� 2 c vN• j i d- N M 0000 i I The handrail may protect a maximum of 4-1/2" Into required stair width. The grippabie 1-1/2" minimum perimeter dimension is 4" minimum and 6-1/4" maximum. Circular handrails not less than 1-1/4" or more than 2" in diameter. The nori-circular, handrail cross section is 2-1/4" maximum. Type I Handrails 1-1/4" minimum - 2-3/4" maximum R311.7.8.3 Sand smooth, no sharp : corners STAIRS: MIN. WIDTH: 36 in. 1-3/4 MAX. RISE: "J3/4" 7 3/4 in. MIN. RUN: 10 in. VARIATION BETWEEN GREATEST/LEAST RISER w/in SINGLE RUN of STAIRS: 3/8 in. (exp 311J.5) I MIN. HEADROOM CLEARANCE: 6' -8" 5/16" minimum I OPEN RISERS LIMITED TO 4 in. II LANDINGS at TOP/BOTTOM & INTERMEDIATE TO BE MIN. OF 36 in. AND MATCH WIDTH OF 1-1/2" minimum ADJOINING STAIRS. OPENINGS IN GUARDRAILS & HANDRAILS MUST NOT ALLOW PASSAGE of a 4 IN SPHERE (HORZ RUN) or Type li Handrails A 6 IN SPHERE BETWEEN RAIL, TREAD & R311.7.8.3 RISER. 4 3/8" SPHERE BETWEEN (At handrails with a perimeter greater than 6-11444� PICKETS ON SLOPED RUN. TRIANGULAR SPACE BETW'N TREAD & BOTTOM RAIL LESS THAN a W SPHERE. LIGHTS REQ. ON ALL STAIRWAYS. SWITCH AT TOP & BOTTOM IF MORE THAN 6 RISERS. ZOM%RC 311.7, 312.1-3, 303.6. E *, TOIL t � POSITIVE CONNECTION. STAIRS TO - CONCRETE LANDING 2 X 4 PT BASE BETWEEN BOTTOM STRINGERS. NOTCH STRINGERS FOR BASE PLATE. SCREW BASE PLATE TO STRINGERS USE Y2" X 3" SLEEVE S/S ANCHORS DI"I DRILL SAME SIZE HOLE AS ANCHOR Y2 'DEEPER THAN ANCHOR >✓ND � X I � .(5) ANCHOR DIA. FROM EDGE OF PAD. 51TA l Z�2 aut i t UP Qu Q r O, ogl hi -0It � 1 2 t 3 )Z&L, t7u-e_ too ski• 1=1- Ise LAc t; LK. CON(,- i 0 I 0 C EX.• IZoCfzy - trw 0"i -To rlylc.�'1�17 11 METAL P.AIUNla �iY�iT�M PLATE P051 HE"AL- t I�.1�1LlNG� -•--- i �� iG� � C� tM�V1D11�J z ZX It7 II 0ruoo�N Z i GUARD RAILS • REQUIRED IF DROP IS MORE THAN 30 INCHES. • RAIL HEIGHT 36 INCHES / FLOOR TO TOP OF RAIL • OPENINGS IN GUARD RAIL: A SPHERE 4 INCHES -a - tN $�ETER CANNOT PASS THROUGH. • OPENINGS IN DIAGONAL PORTION OF RAILING: 4 3/8 INCH. V7 Le � r. fX. FAIL CO NLV kz 40f 10 !iXGF��D I"tt-(AL, 61LA11 e7 5`M'��M 5 < - RAILING SYSTEM TO BE USED: ����� o� PI �K>✓ T�j CRYSTAL LITE MANUFACTURER INSTALLED PER MANUFACTURER. PER IRC 2015 R 311.7.8.3 GRIP SIZE BASEPLATE 4 x 6 x Y2 for 21/2" POSTS ALUMINUM POWDER COATED ATTACHED TO DECK w/ (4) 3 % X % " BOLTS ON FLANGE. TO FRAMING BELOW POSTS, per PLAN. h(C1�/ bt✓r✓IL WOOD tZf-MD V I- CU NG . PA-(10 1$ ELU W 1,w( 1 M �i✓rZ V _' ►�� PROPOSED DELLAO k P1,411�l.ot HANDRAILS ARE NOT REQUIRED WHEN FLIGHT OF STAIRS IS LESS THAN 3 RISERS. GUARD NOT REQUIRED WHEN FLIGHT OF STAIRS LESS THAN 30 INCHES ABOVE GRADE. Nfi=1,t1 Ems' EX EX - h Vie. 14wv► I (sbSQFt� i i I Lo - CO'' I r2'-cp" L awl ti o� .��•c,.�j 51Q•�`f �.M�4IN� L THE CONTRACTOR SHALL VERIFY ALL DIN I[ENSIONS AND CONDITIONS IN TIE FIELD PRIOR' PO CON77M CTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DO NOT SCALE DRAWINGS. Lx,*­5�, -TAAW I6-01, r�oL 19 MAI M 11� �h A C2 L NtG L,5, R 014J I� 6 �o��i'C -'CD • bl:-:�AN * TDB NAIL. f,,A . F,�fJP BLOC N�-t�, r-6, W/ Z'fi"--QOIL- -nr2-10, r>151 _ MAMiNCI: tz� 128, T�Iru, Piro aox NAIL*.. <?tAY F M� ►—`t Lt✓17� ►etc-t � T CLIP (A joloti rel( NO � �- _.__�-- � ��rt�+ �lZ�- �� RL PMAXsi D i LG�iP� Z'l+�A�C •• _ 1�e x (e" x !Zu Court' ptW� l P O U MD O N 1511a, i$'' C�� 4�4 FA WAS -7000 py�' �j2/ I%Ae_ t�Sk ZODb ti f x ,. i x A LA 61 14M WASOM I_Wy `(=eq . Lok) s�. ✓PWH �Ctc'O�rzZ WI l�l�i2" Nta1<�K�A'C�IL�t.C� 1 i�io� •�cr��w HN M_ Zx t) C'•'f M. D11-Z, (Z) SeAc D l Wit N 2' ©I' WD`` P a q 4xb Ff g' - o`' t• C�) I�k tt`102_ cWC- BTU (2� *4 FA WAS -0 rb uf�l✓.A LN L(Jb / M 2 /M 4,?- (Od1T) &G Z-Mbac- (ine) M t Net t/ 0 36" landing required E3� 2x12. P•f 5'f21OW �. .I Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. In the absence of manufacturer's ■ recommendations a minimum of ASTM A 653 I type G185 zinc -coated galvanized steel, or ■ ■ equivalent, shall be used. I I IRC R317.3.1 IBC 2304.10.5.1 ■ t�Dt4�Xt-. Z� X or- e'A - V.NP W �' �� �D Y 11Zw :5CIR Olt, cb� to d NA,31.. x. 1,1Z' P t�lC V_ Te_�l 051 D �11 11E.. Ux FT EqVz� C4� E_VEAL f U1061 itZ... r 5 P�c,E�7 w�t tJ 2' o� £NPy 00) 1 1xI22' Q� (17j #F4 �,A 1W) FIDUMp ttJ P! r � h• F,4,yu .t3/nt3 2• M� X t- AC Z• MAK 'r0 t' 'C�l P• �4 l R: V Q .1 i r `N �� �f�AMINC� C'LL�N y4= V'01f T HECTOR SHALL VERIFY NS AND CONDITIONS PRIOR TO CONTRUCTION.ANCIES SHALL BE THE DESIGNER CALE DRAWINGS. I U o E 00 s In C o. z N o a N cc LU w -� 0 Iz N '-Ito LU iZ It LO qt i l cn I C] �z 0 �o w w w V Q I= d' 00 iN 000 IJ Q w OA Z .w .. s a_ 0 n I ELEVA-TI1.0 t\-lS EARLS 18324 84T" PLACE WEST EDMONDS --IHANSON-DESIGN - -� 652 ALDER STREET EDMONDS 98020 425-774-7129 hansondesign@hotmaii.com