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APPROVED BLD ENG BLD2020-1238_Full Plan Set_12-08-2020_15_07_34_F_PLANS (1)SEISMIC: D 4 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 ChInUil. I)r u Deck 10 PSF Dead 60 PSF Live juu HEIGHT CALCULATIONS: DATUM: WATER METER 170.' A: 162' B: 161' C: 169' D: 170' 662 4 = 165.5 AVERAGE + 25. 190.5' MAX PROPOSED: 165.' r7 O m 1 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 A 0 X --- x oh 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 OWNERS: 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. APPROVED BY PLANNING TAX No: LEGAL: BUILT: Dec 09 2020 ZONE: LIKE FOR LIKE DECK REPLACEMENT. NO CHANGE TO HEIGHT, SETBACKS OR Z21-(o" I • °�� (off o 4- U) LLLL L L L II LL�LyLyL LL`l LL•R �(L�1L�I 102.3 t wM o p 17AfUtl 812� /767 LOT COVERAGE. �� 5I�1=�InJ1.kLIL.. HARRIET & HISASHI FUJI 1023 GLEN ST EDMONDS 98020 206-854-7042 00556000 100400 RILEY PARK BLK 001 D-00 LOT 4. 1954 RS-6 APPROVED PLANS MUST br. ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SCOPE of PROJECT: REPLACE EXISTING ELEVATED DECK 2-1+.,u, r I TO REAR OF RESIDENCE. NEW STAIRS. NO NEW LOT COVERAGE. (273 3b-FT. f x15-r ) LOT SIZE: 12,301.72 SQ FT (151.48. FT x 1.23 FT) o LOT COVERAGE: RESIDENCE: 1328 GARAGE: 409 DECK. 225 NEW 2q 7 56Z . VT. STAIRS: 44 NEW 200(p 52 rT IU.'�% 0 IMPERVIOUS: 3255.5 SQ FT 32.55% (ROOF, GARAGE, DRIVE, PATIO, WALKS, DECK) GRADING: NONE 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 eld] W9At",,a fR 12/09/2020 VV CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDER ST EDMONDS 98020 425-774-7129 hansondesign@hotmail.com .f CONTRACTOR: . BRAD BENNETT BEN N ETT CONSTRUCTION 16507 68TH AVE W LYNNWOOD 98037 425-308-3862 LIC: BENNEI * 984 NG exp : 8-20-2022 'e- MAILJ J 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 .. .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 type G185 zinc -coated galvanized steel, or I equivalent, shall be used. IRC R317.3.1 IBC 2304.10.5.1 ■ L.. _ . _ . _ . _ . _ . _ . _ . _ . _ . _ .� THIS PROJECT HAS BEEN ALTERED FROM IT'S ORIGINAL SUBMISSION. THE STAIRS ARE NOW A STRAIGHT RUN, AND MATCHING THE EXISTING (REPLACED) STAIRS. BUILDING "LIKE — FOR — LIKE". 0 U 0 C N +' rn = N � z 0 ,G o V) F w LU F z, CC OLU W � z< � N fit Z W .J (D m N 0 City Of Edmonds Building Department Work DECK ----------------------------------- - Address 1023 GLEN ST --------------------------------------- --------------------------------------- Owner ; FUJI -------------------------------------- Approved Date. 12 - 9- 2 0 2 0 Building OfficialCa�vf�t- -------------------------------------- �--------------------------------------------- Perrtait Number: BLD2020-1238 RESUB Dec 08 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT II%201 I'V-4a -O 4-(p 1 r Dgf4- Ar->0415, �xi�TiN� vow tisty", N �OR'tN 51DIF, Tl �t u Fr � RESUB Dec 082020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H z W J m N O r. U. The handrail may project — a maximum of 4-1/2" Into required stair width. �1-1/2" minimum Circular handrails not less than 1-1/4" or more than 2" in diameter. Type I Handrails R311.7.8.3 HANDRAILS: R311.7.8.3 The gn ble perimeter dimension is 4" minimum and 6-1/4" maximum. The non -circular ' handrail cross section is 2-1/4" maximum. *REQUIRED ON ONE SIDE OF EACH CONTINUOUS RUN OF STAIRS WITH FOUR OR MORE RISERS. *HANDRAIL ENDS RETURNED TO WALL AT NEWELLS OR END OF RUN. *34-36 INCHES ABOVE SLOPED PLANE MEASURED ALONG TREAD NOSINGS. 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. 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 %" X 3" SLEEVE S/S ANCHORS DRILL SAME SIZE HOLE AS ANCHOR 'DEEPER THAN ANCHOR - (5) ANCHOR DIA. FROM EDGE OF PAD. 1-3/4' 1-1/4" minimurn - 2-3/4" maximum Sand smooth, no sharp corners 5" minimum 1/2" minimum Type 11 Handrails R311.7.8.3 (At handrails with a perimeter greater than 6-1/4") The handrail may project a maximum of 4-1/2" into required stair width. —�1-1/2" minimum Circular handrails not less than 1-1/4" or more than 2" in diameter. Type I Handrails R311.7.8.3 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 o IN DIAMETER CANNOT PASS THROUGH, • OPENINGS IN DIAGONAL PORTION OF RAILING: 4 3/8 INCH. STAIRS: MIN. WIDTH: 36 in. MAX. RISE: 7 3/4 in. MIN. RUN: 10 in. VARIATION BETWEEN GREATEST/LEAST RISER w/in SINGLE RUN of STAIRS: 3/8 in. MIN. HEADROOM CLEARANCE: 6' -8" (exp 311.7.5) OPEN RISERS LIMITED TO 4 in. LANDINGS at TOP/BOTTOM & INTERMEDIATE TO BE MIN, OF 36 in. AND MATCH WIDTH OF ADJOINING STAIRS. OPENINGS IN GUARDRAILS & HANDRAILS MUST NOT ALLOW PASSAGE of a 4 IN SPHERE (HORZ RUN) or A 61N SPHERE BETWEEN RAIL, TREAD & RISER. 4 3/8" SPHERE BETWEEN PICKETS ON SLOPED RUN. TRIANGULAR SPACE BETW'N TREAD & BOTTOM �� -• -on RAIL LESS THAN a 6"SPHERE. LIGHTS REQ. ON ALL STAIRWAYS. SWITCH AT TOP & BOTTOM IF MORE THAN 6 RISERS. IZA1 Lh . Cf D A C ti/ M l -fAL_ P ILIC,r_j� m ZolS IRC 311.7, 312. i-3, 303.6. ,V A-; P"T LVNI,. Ll VINL4 SIAI►25 8-i f ,NdS IN L-AM0 1�,dC4: �` X�� XQ" IHIKI. THE CONTRACTOR SHALL VERIFY ALL DIlVIENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONTRUCTION, ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DO NOT SCALE DRAWINGS. ----------- --- - - /� 2� die j r�oPos�D D�,ck � Ya =r-o• RESUB Dec 08 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z W J M N O r-I "on D U. 5 4K4- E�,j Pos'f k4 EJ tStAce.IKG In '�Olh'f� � � co" 4 •U J IMF_W�, '(=eqa_ LO;eD WI 1I1I�2+ MAY,- 1 115" 0.(,. ,v' A&tcgmt.D l�r CZ� Hwy. A<IAc.�4rtEN7 mtt LAns- 4:�I✓L1 4,EwTH I Nci aMali � PfzoTecTs �I✓vci�•� At pEck.. DEGk.I�3G1 � R �f;GK �nt51' . � .. I''I EM RAH e- 10P 4t� OF OF- METAL- F►-Ah H I t4C1 «ll LED4F_P_ FLV*H 1�r_NIND HANGER �' �ah�j wj D�cKtNGi L�oG�r�, �-EDG-t Ef2. ate ., LE.a K Ve�UAL.. M16 E RAIL. F6ry f � 5p ! zzr?com tZ.8 00 05 X f r 2x.lb P'f 090116f19 *N"`-51MF*0LACI t4 01117. = x (A) twr_N .Y SPACE wltits Z. rt - wl was�t>~.R. �A�• Np w.! C �� �p *I x L'lz S�R�GV�i OIL �✓' D W 'fC F `$) j0 a �jA�ll.. X `jZ,+, D� •sc,�w ticop P 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 . Z2"�°M ----- r N � r IA POL (ZIM 5 t,,IA�f d I�Q.AG Lt..(CA J 1 X4 PT N 0 5 PACE-D wl�N 2` o�A.1;ND THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER DO NOT SCALE DRAWINGS. 1C�``x I( AZ,, cm COKC (4) PovZp tN P tbGAM (a X t0 T LG!'J �Pg Z• t'tAX _ �¢ X Co PT t1051 ` AC z• MA & -r© r ���_if !1 ✓ Q � S t�i vCa� LY LOOM ftw Kc, �r�aM I�� PLAN CA. WAY RESUB Dec 08 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z W J (D N O r—I U. HEIGHT CALCULATIONS: DATUM: WATER METER 170.' 'T A: 162' - - B: 161' C: 169' D: 170' 662 4 = 165.5 AVERAGE, + 25. 190.5' MAX PROPOSED: 170: -�- X, 115 say,- �,� fi<.�,� _: L THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER DO NOT SCALE DRAWINGS. - U t�� W-o° M1ul j�0•f7 MAAV, pot' I ig a �xl�Tl�l No��N v,• z W J M N O H W, n D ILL 1 O �Z A, t RESUB Dec 08 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L