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APPROVED ENG BLD REVISION Plans,............... ' RS-6 ; r' - . N : N Zone Comer Flag Setbacks: Required Actual Front -----------• ' 20 '.... ------------ 20 '.... Sides ............. 5/5 s ............ 's 8/8 Rear -----------. : 15 ------------ ........ 56 Other I's 25 NC Height CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDER ST EDMONDS 98020 425-774-7129 hansondesign2hotmail.com CONTRACTOR: BRAD BENNETT 16507 68TH AVE W LYNNWOOD 98037 425-308-3862 BENNETT CONSTRUCTION,INC BENNEI*984NG exp 8-7-22 1010 APPROVED BY PLANNING n � o i Mar 16 2022 a � WA,L NVT �T � � w • a [ • GUt& go swrlwh t,L. ��m ir�rrr r .rr 53` t = II U IIZ —.,_.. K5ww UPS. DEM r 1V ,7 - • A. Lrk s � _ r • r lia•� �•tt LZOO � I W 7b d5 Zca }�'Ai` DESIGN CRI T ERiA FOR EDMONDS �i� � Min. Roof Snow Load 25 psf (non-reduceable) / Gr+oim�"S"r�oin�-i:.ai�d�--- .-25=psfr- -. = - . , —• Seismic Design Category D1 Wind Speed' 85 mph (Basic), 1 10mph (Ultimate) ,Wind Exposure, B,C & © (varies with location contact plan review stam Winter Design Temp. 27 degrees F (-3 degree'C) Mean Annual Temp 50 degrees F (10 degree C) THE CONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND CONDMONS IN THE FIELIYPPJ0R To coMXUC7T0N. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER, Do NOT SCALE DR, WflVGS. PROJECT ADDRESS: 615 WALNUT STREET EDMONDS 98020 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 OWNERS: SUZANNE & GARY BULLOCK PORTLAND RIVER PARK CENTER 205 EAST SPOKANE STREET SUITE 300 PO RTLAN D OR 97202 503-789-0012 UIL&VALL&C-ams s:; TAX No: 0043 2094 0350 0 LEGAL: CITY of EDMONDS BLK 94 LOTS 35-36 & HALF OF LOT 37. ZONE: RS -6 CRITICAL AREA: CRA 2018 -0020 LOT SIZE: 8276.4 SQ FT 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 id], tvkamllmt 03/15/2022 VV Ln REVISED PLAN APPROVED to CITY OF EDMONDS BUILDING DIVISION Eriz BUILDING OFFICIAL Mar 07 2022 APPROVED DATE SCOPE OF NEW PLANS: EXTEND NEW DECK TO END OF HOUSE. ( 1(Y-6» x 40_00. ) +42 sq ft new 92.5 sq ft original plan +42 sq ft =134.5 sq ft LOT COVERAGE: EX RES EX STUDIO EX RAISED DECKS: NEW DECK: 1407. SQ FT 469 SQ FT (ADU) 212 SQ FT +134.5SQFT TOTAL: 2347 SQ FT 28.4% IMPERVIOUS 2088 SQ FT EX GRAVEL DRIVE 1728 SQ FT EX RES ROOF 651 SQ FT ROOF OF ADU/STUDIO 134.5 SQ FT NEW ELEVATED DECK 29 SQ FT BRICK PATIO -WALK 63 SQ FT FRONT WALK 425 SQ FT EX DECK / WALKS 5023.5 SQ FT 60.6% GRADING: NONE _ DATUM: BRICK PATIO EAST SIDE 106' A: 111' B: 109' C: 106' D; 10!. &, 431: 4 =108. ' + 25 ft =133. 'max PROPOSED- -DECK: 118.75 - BLD2021-0628 REVISION Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT im u wt tou �� D�� 7'j ❑ pgit (77) CiAZA6tE_ Ei- &LAr�,Ac4E L2)2YCID 1DA'(5 ASbovF-- (s� i N01 oN WALL � d to REVISION IL Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT e 1wL.2 Ln 0 j p • u REVISION Mar 01 2022 CITY OF EDMONDS __.._� _ _._._.... ........--- DEVELOPMENT SERVICES DEPARTMENT C REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION xf 9O C{EAC}l L flD�D 6 Erie Carfeer BUILDING OFFICIAL Mar 07 2022 APPROVED DATE REVISION Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ,DEPARTMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDMONS IN THE FIELD PRIOR TO CONTRUMON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER. DO NOT SCALE DRAWINGS Sheating Siding Flashing for water tightness Decking Deck joists per page 5 Approved joist hangers Pressure treated 2x ledger T min. with fasteners per IRC Table R5072 Holdown device min 750# capacity at 4 locations, evenly distributed along Floor joists deck & I within 2' of each end of the ledger. Holdown devices shall fully engage deck joist per holdown manufacturer (slight offset allowed). A fully threaded 3180 diameter lag screw predrilled wlmin 3° penetration to Asti Construction Only) top plate,studs, -or header. is Hardware and fasteners in contact with preservative -treated wood shall be of hot -dipped zinc galvanized steels stainless steels silicon bronze or copper. In the absence of manufacturers recommendations a minimum of ASTM A G type G185 zinc -coated galvanized steel, or equivalents shall be used.. IRC R317.3.1 IBC 2304.10.5.1 r, 1 91V X 15 I✓J�06j� L LoV.s 6 -? L.I V l 1JCn P-r ?d 5 T y/Po5 44 Z• MAY, l8 iLi 15X Lb VT& FA wAf t 2 x.1b i) l2° P1 T x >✓LA4)i LR�A rY- IUK f-- A14K>AIIII. SCREW ' " .� yD wx It" pm- FI H1fC� •SG�� tt*i KAY, LAQ12., 2-x.: it, P'f -'9016 y � �t�►��v�t n�C� L� (4) �-VENL-Y S'FA D OF 1%. W p W (0 1'9 x Erlx° �CR.4�N� OR: (b)10 d WAIV y- Ex r K wale VOW ev7 tr;�� x L'LVt�j6n x tASE4. POCZA F, - W ALA. 11 , 4* We i7T 2k$ Ellyn �T. Per.,® t. s) Zx.10 ►1 DP- 51A. x 14W MY— AZ6A � max. GiAZA6tE 1�. �- %�---. 2xlop lV"€x Rim to be attached with a BUILDING OFFICIAL method not subject to withdrawl Mar 07 2022 MMfM APPROVED DATE ft� tiWl :5 VO M 01 LF-v A ri_Y ra n k - &r REVISION -'- Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IN THE FIELD PRIOR TO CONTRUMON...aw rF-AM-Nve 0�' ALL DISCREPANCIES SHALL BE � REPORTED TO THE DESIGNER. DO NOT SCALE DRAWMS. It a tOtl � .�. .... L, V 0 1 " a r l D fv if ffggP - iti v "I6T f 0 r,&mow -'r g ALUM Po w DE:F— C O Al 9- Al'rACR D `mil (4) �'tLx..��DoL.-rev OKI PLANGf- -fO rP-AiIIKCI N�,I,ow 6 o,�f*+ Itc Zal9 2k PL&"AP- (A) 16A co mm ooa 2 le -4 �0��1� l� ll�'`D•C 2x M o U km d we 1140E ze G-11JACZ D EAtL.9 IF DCOF l5 NCO CL� Aft 0 �t.{'GEl 9z�iL HV,16�0'f MU-4- (FLL 40 -W 4 RAIL) ®Pl✓N ii,�G& US . 00J AiZ D p wL. -A 4" D to . 5PP l ' ' C.ANl'A0T F-Ttaz.v REVISION Mar 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w ©CONS R N , GRAVITY LOADS: DESIGN CRITERIA 2018 IRC. . I . STUD 2x4, 2x6, 3x4, 3x6 HEM -FIR, DF 2 ROOF DEAD LOAD: 15 PSF CONSTRUCTION TYPE:. VB GENERAL CONSTRUCTION. NOTES: 1 SILL PLATE 2x4, 2x6, 3x4, 3x6 .HEM -FIR ROOF LIVE LOAD 25 PSF (snow) OCCUPANCY R 3 D CODES ALL WORKMUSI'COMPLYW MAU CURREMI.YACCEPTE: POST/COLUMN 4x DF #1 FLOOR DEAD LOAD 15 PSF SEISMIC DESIGN D 1 2018INTERNATIONAL BUILDING CODE (IBC) POST/COLUMN fix DF #1 FLOOR LIVE LOAD 40 PSF WIND SPEED 85/100 MPH 2O18 INTERNATIONAL RESIDENTIAL CODE (IRC) 2x8 - 2x12 HF 2 DECK/BALCONY 60 PSF RISK CAT II And. ALL OTHER APPL;ICABi.:E MECHANICAL/SAFETY CODES.: r a ] GISTS 1. ALL MATERIALS -AND WORKMANSHIP SHALL CONFORMS • BEAMS, HEADERS 4x6 to 4x12 HF 1 PARTITION LOADS 10 PS F EXPOSURE B /C / D. To THE REQUIREMENTS of THE DRAWINGS, vs AND NOTES, L -LAMS GLB to fiber bott fiber stress Fc G U ( � P SNOW LOAD 25 PSF 2.: DIMENSIONS ARE TO FACE -OF -FRAMING: D0 NOT SCALE DIMENSIONS .24F-VA 1200 psi 2400 psi, 2018 IBC FROST LINE DEPTH 18 IN. DRAWINGS. FIELD ERIFY BEFORE CONSTURCTION.or + ORDERING SPECIFIC MATERIALS. INFORM DESIGNER OF U 24F-V8 2400 psi 2400 psi (at cantilever) 2018 IRC WINTER TEMP 27 DEGREES DISCREPANCIES. 3.; VERIFY EXISTIN"G CONDITIONS, GRADES, AND.. `- N E c o pARALLAMS 2.0E UNO 2018 IMC ICE BARRIER REQ . No DIMENSIONS AT THE SITE. LOCATION OF BUILDING ON PROPERTY -LIES WITH THE OWNER/CONSTRACTOR. L ROOF SHEATHING: install min. W" CDX,plywood (32/16) or 2 2018 it=C FIRE CODE ti ANNUAL MEAN TEMP 5O DEGREES BUILDING PERIMETER AND FLOOR ELEVATIONS SHALL BE 0 c ESTABLISHED. BUILDING SET -BACKS AND HEIGHT /16U' OSB sheathing, Nail all supported edges and 2018 FUEL GAS CODE ASSUMED BEARING SOIL: 2000 PSF RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY boundaries with 8d at fi" o,c.. interior supports with 10d @12 „ SU � �-,� r 0. c. blocking not required. 2018 UPC (AT NEW FOUNDATIONS) f - 4. LICENSED _SURVEYOR SHALT. VERIFY EXCAVATIOLVS/ LICENSED FLOOR SHEATHING: 2015 WSEC HEIGHTS IF REQUIRED or NEEDED. S. COMPETENT EXPERIENCEDMECHANICALENGINEER, OUj .aa.■raarraara■rrarsrrrrrarrrrrarrrraaarrrar■rrerrrrrrrrarr.aaarrarrarrrrrrrr Install min. 23/32" T&G Sturd-i-Floor(24" o.c.) ELEC CODE: WA STATE L&I LICENSED CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, HEATING, VEN71LATION,..SPitiNKLER AND AIR Z a sheathing. Glue /nail all supported — �. } CONDITIONING SYSTEMS, PERMITS FOR ALL WORK . edges/boundaries w? 8d @ 6„ OC. and interior � . GATHERED BEFORE BEGINNING. . .6. FURNACE and WATERHEATERS: INSTALL.L PER WSEC 2018, supports w/10d 012" o.c, blocking not required. IRC or LOCAL CODES. WHEN GAS APPLIANCES LOCATED ! IN GARAGES ALL PILOTS, BURNERS, SWITCHES LOCATED ALWAYTRUSS USE QUALITY WOOD MEMBERS WITH NO SPLITS, NOTES .. i A MINIMUM OF.18 INCHES ABOVE FINISHED FLOOR. .. . KNOTS • STRESS ANALYSIS / DRAWINGS/DETAILS SHALL BE STAMPED PROVIDE SYSTi=M FOR ADEQUATE COMBUSTION AIR. SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE, NAILING PER BY ANAPPROVED STATE of WASHINGTON REGISTERED DAMAGE with BOLLARDS/ BARRIERS. MANUFACTURER. ENGINEER. 7. DUCT ALL FANS, VENTS, DRYER AND RANGE HOODS TO • SEE ENGINEERING FOR BOLTS, • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY OUTSIDE. INSULATE IN UN -HEATED SPACES. * ALL WOOD IN CONTACT WITH CONCRETE SHALL BE MANUFACTURES STAMP. 8. ,KITCHEN VENT FANS OVER 399 CFM TO BE .PROVIDED PRESSURE TREATED (PT)PER AWPA STANDARDS FOR • USE APPROVED / APPLICABLE TRUSS SUPPORT HANGERS WITH MAKE-UP AIR AT A€'PROX THE SAME EXHAUST AIR WESTERN SPECIES. • ALL ROOF TRUSSES SHALL BE SO FRAME AND INTO THE RATE. M1053.4 . BOLTS, NUT, SCREWS USED IN EXTERIOR APPLICATIONS/ FRAMEWORK SO AS TO FORM AN INTEGRAL PART OF THE � 9. WHERE REQUIRED-ROOF/FOOTING DRAINS SHALL BE � TIGHT -LINED SEPARATELY TO APPROVED DISPOSAL. WITH PRESSURE TREATED MATERIAL' SHALL BE HOT- WHOLE BUILDING. ROOF TRUSSES SHALL HAVE'JOINTS STORM DRAINAGE CONTROL SHALL MEET THE REQ ,of the DIpPEDGAiANIZED, (ASTM A153 STAINLE5S STEEL) WELL FITTE AND SHALL HAVE ALL TENSION MEMBERS WELL LOCAL ENGINEERING DEFr • HOLD DOWN DEVICES COATED WITH CORROSION TIGHTENED BEFORE ANY LOAD IS PLACED ON THE TRUSS. JURISDICTION GOVERNING THE CONSTRUCTION SITE. PROTECTION PER ASTM A 123. 7-MAX' DIAGONAL /SWAY BRACING SHALL BE USED. 10. PROVIDE FURRINGS, AS REQ TO CONCEAL • ENGINEERING DATE/DETAILS SHALL BE APPROVED BY THE MECHANICWELECTRICAL WORK IN ALL FINISHED. AREAS. CONCRETE BUIE.DING OFFICIAL. BEFORE ANY FIELD CUTS OR TRUSS OBSERVE CODES FOR FIRE BLOCKING, INSULATION FOR COMPRESSION IN 28 DAYS SACK MIX ALTERATION. SITE. 11. VERIFY TYPE, MANUFACTURER AND LOCATION OF ALL SLAB -ON -GRADE (INTERIOR) 3000 PSI FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED TRUSSES IS REQUIRED. INFORMATION MARKED I PLMBING FIXTURES, FAUCETS, .DOORS, WINDOWS,. .BRANDED, CABINETS HARDWARE, LIGHT. SLAB -ON -GRADE (EXTERIOR) 3000 PSI OR OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS AND ! 12. APPROVAL OF FIXTURES and APPLIANCES WITH OWNER iW BASEMENT WALL 2500 PSI SHALL CONTAIN: IDENTIFICATION OF TRUSS CO. ......rrrrrrr..........r...r....rrrrrr.r.r.......r...rrrar..rr...........arrar PRIOR TO PURCHASE/INSTALLATION. 13. OBSERVATION VISITS TD THE SITE BY DESIGNER/ !! Q FOOTINGS 25©0 PSI ". ti THE DESIGN LOAD REPRESENTATIVES SHALL NOT BE CONSTRUED AS Z o THE -TRUSS SPACING. INSPECTION NOR APPROVAL OF CONSTUCTION. j CONT FOOTINGS 2500 PSI 14. ALLL WORKERS ON SITE SHALL BE KNOWN TO ( Z CONTRACTOR AND SAFETY A FIRST PRIORITY. ALL OSHA . RULES ADHERED TO. 15.WHEN IN DOUBT ASK! B : IRC R 4046.3.3.71 . _.. _ ..----: *4 OR LESS GRADE 60, *5 OR GREATER, GRADE'60 ! DEFINITIONS Q FOOTINGS: FOUNDATIONAL SUPPORT, USUALLY MASONRY SMOKE ©Ei'ECTORS IRC 314 CARBON MONOXIDiE ALARMS IRC 31Sr1, RCW 19-27-530 LIVE LOADS. LOADS PRODUCED BY USE/OCCUPANCY OF i.J WASHINGTON ADMINISTRATIVE CODE 212-10. REQUIRED IN ALL HOMES WITH FOSSIL FUEL BURNING APPLIANCES and STRUCTURE :. IN ALL NEW CONSTRUCTION/REMODELS REQUIRING A PERMIT. ATTACHED GARAGES WITH. DOOR BETWEEN. DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION W MUST INSTALL APPROVED UNITS. REQUIRED OUTSIDE SLEEPING AREAS OF HOMES w/in 10 FT. INCORPORATE©INCLUDING FLOORS, ROOF, -FURNITURE. , Z LOCATIO NS: IN EACH SLEEPING ROOM INSIDE BEDROOMS Wirth GAS FIRED APPLIANCES (fireplace) WALLS ETC. NOT, . lu OUTSIDE SLEEPING AREAS (AT LEAST 3. FT) 'ON EVERY LEVEL. ROOF LIVE LOADS: DURING MAINTENANCE THE LOAD PRODUCED BY WORKERS EQUIPMENT ON EACH HABITABLE FLOOR IN GARAGES optional. NOT BATTERY. RANGE. ABOUT 15 FEET, ALL ALARMS INTERCONNECTED. NEW CONSTRUCTION: WIRED TOGETHER RENOVATIONS: AFTER 12/1980 : HARD WIRED BUILT AFTER 7/1992 ALL BEDROOMS - 5 HARD WIRED. NOT PLUG IN. r , MATERIALS. COMBO WITH SMOKE ALARMS : OK IF OWNER OCCUPIED BEFORE 7-2009 MUST INSTALL BEFORE SALE OF CALL BEFORE YOU DIG! FRAMING: SKELETON OF BUILDING, INTERIOR/EXTERIOR WALLS, FLOORS; ROOFS. HOME. WWW.c E o� M DAL:811 RE OF VI ION PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTT WALL STUDS. : Mar 01 2022 s STUD: VERTICAL MEMBER -OF FRAME WALL, AT ENDS CITY M ED ' DEVEtOPMEN ONDS SERVICES I AND EVERY 16 OR 24 INCHES ON CENTER. DEPART ENT + + .e .=} }�GONTRACTORRSEU �LVERRv AU D DEMOI�T$.AM - - - • •. . WFtENEVERPOSSIBLEUSE WTHEFEEMPMRY0Cfl7V UCHON. A,LMMM� MMAUBE I JOIST ONE OF A SERIES OF PARALLEL FRAMING AMERICPAMAUEPRODUCTS EBPORTEDTOTE 3DESi(iI3ER MEMBERS THAT SUPPORT A FLOOR OR CE1<LYNG. nuroURC MMUMONPROJEcr. , KW OUR FELUM Crnum wOWKG.