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APPROVED PLN BLD ENG RESUB 1-BLD2024-1376+Architectural_Plan+12.6.2024_9.08.08_AM+4657057A B C I E F C H J I:1 L 16 15 14 13 12 11 ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE R INSPECTION FOR CODE COMPLIANCE ON JOB SITE GENERAL CONDITIONS • CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN REFER TO SPECIFICATIONS FOR ACCESS DOORS AND DO NOT SCALE DRAWINGS. DIMENSIONS, IN FEILD AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT GENERAL, ARE: AS REPRESENTED ON DRAWINGS LOCATIONS FOR ACCESS REQUIRED BY THEIR WORK. A. AT INTERIOR WALLS CENTER OF STUD TO • OWNER, ARCHITECT, AND CONTRACTOR TO HAVE ACCESS MUST BE PROVIDED FOR ALL CONCEALED CENTER OF STUD. REPRESENTATION AT ALL PRE -CONSTRUCTION VALVES, DAMPER CONTROLS AND FIRE DAMPER B. AT CONCRETE WALLS TO THE FACE OF MEETINGS LINKAGE. OBTAIN ARCHITECT'S APPROVAL IN LOCATING CONCRETE. • GENERAL CONTRACTOR TO ORGANIZE SUB- ACCESS DOORS. C. AT MASONRY WALLS TO THE FACE OF CONTRACTOR COORDINATION MEETING WITH ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS MASONRY (NOMINAL). ARCHITECT PRIOR TO SUB'S WORK ON SITE COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM D. AT EXISTING FINISHES TO THE FACE OF • ALL PARTIES (OWNER, ARCHITECT, CONTRACTOR) TO MATERIALS; HOWEVER, IT SHALL BE BINDING TO THE FINISH. BE INCLUDED IN COMMUNICATION DURING EXTENT OF THE MATERIAL IT DOES SPECIFY. THE E. COLUMNS TO COLUMN CENTERLINE OR CONSTRUCTION CONTRACTOR SHALL CHECK THE SCHEDULE WITH THE COLUMN CENTERLINE TO FACE OF STUD. • MAINTAIN FIRE RESISTANCE AND SOUND CONTROL SPECIFICATIONS AND DRAWINGS OF ALL DISCIPLINES F. EXTERIOR WALLS ARE FACE OF STUD TO VALUES AT ALL PERIMETER EDGES OF WALLS IN FOR OTHER MATERIALS NOT COVERED BY THE FACE OF STUD FOR WOOD/METAL CONTACT WITH FLOORS, COLUMNS, BEAMS, ETC. SCHEDULE. CONSTRUCTION • ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR- ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE ALL DOORS NOT LOCATED BY DIMENSIONS ON CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, FOR CONSTRUCTION PURPOSES ONLY. PLANS OR DETAILS SHALL BE FOUR AND A HALF WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO INCHES(4 1/2") FROM THE FACE OF INTERSECTING FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE WALL TO EDGE OF DOOR OPENING. SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN AND PROVIDE BACKING FOR EQUIPMENT AND DOOR IDENTIFICATION NUMBER: ACCORDANCE WITH ASTM E 84 OR UL 723 ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, A. EXISTING DOORS ARE NUMBERED • ALL CONSTRUCTION TO BE PLUMB, LEVEL AND LAVATORIES, CABINETS AND CASEWORK, TOILET SEPARATELY AND ARE DESIGNATED BY "E." SQUARE ACCESSORIES, CLOSET ACCESSORIES, STAIR & DRAWINGS ARE FOR VISUAL COMMUNICATION • SEE STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL, AHNDRAILS, GARMENT HOOKS, BRAB BARS, ONLY. WRITTEN DIMENSIONS GOVERN. DO NOT AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES PICTURES/ARTWORK, HEADBOARDS, DOOR AND FINISH SCALE DRAWINGS. FOR CONFIRMATION ON AND SYMBOLS. WARDWARE AND ANY OTHER WALL AND CEILING DIMENSIONS CONTACT THE ARCHITECT. • EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MOUNTED ITEMS. BUILDING SHALL BE AIR -BARRIER TESTED IN MECHANICAL AND ELECTRICAL DRAWINGS FOR THE CARPENTRY CONTRACTOR SHALL BUILD IN ALL ACCORDANCE WITH ASTM E779 OR APPROVED CUTTING AND PATCHING WORK BEYOND THE LIMITS ROUGH BUCKS FOR GRILLES, REGISTERS, ETC. WHERE EQUIVALENT. OF THE PROJECT SHOWN ON THE ARCHITECTURAL REQUIRED. DURING THE COURSE OF WORKING, IF ARTIFACTS DRAWINGS. ALL PIPING, CONDUIT, DUCTS, ETC. SHALL BE FURRED -IN OR HUMAN REMAINS ARE DISCOVERED ON SITE, • EACH CONTRACTOR SHALL CONSULT PLANS OF ALL AT ALL FINISHED ROOMS. ALL WORK MUST STOP AND JURISDICTION MUST TRADES FOR ALL OPENINGS FOR DUCTS, PIPES, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY BE CONTACTED. CONDUIT, CABINETS AND EQUIPMENT AND SHALL SHALL HAVE A PRESERVATIVE TREATMENT. THE CONTRACTOR SHALL FURNISH ALL LABOR VERIFY SIZE AND LOCATION. PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS AND MATERIALS NECESSARY FOR COMPLETE • EACH CONTRACTOR SHALL VERIFY ALL ROUGH -IN OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS INSTALLATION OF ALL WORK. EACH CONTRACTOR DIMENSIONS FOR EQUIPMENT FURNISHED AND AND CLEARANCES. SHALL RESPECT THE WORK OF OTHER INSTALLED BY HIMSELF OR OTHERS. PROVIDE BLOCKING/BACKING FOR WALL HUNG CABINETS, CONTRACTORS AND SHALL BE RESPONSIBLE FOR • ALL CONTRACTOR FURNISHED ITEMS SHALL BE FIXTURES OR EQUIPMENT. AND LIABLE FOR REPAIR AND/OR REPLACE ANY SUPPLIED WITH REQUIRED MECHANICAL AND ALL SURFACE ATTACHED LADDERS USED ONLY TO DAMAGE CAUSED BY HIS/HER WORK ELECTRICAL SERVICES TO PROVIDE OPERATION OF ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A. QUALITY: WORKMANSHIP SHALL BE OF ITEMS FURNISHED. REGULATIONS. STANDARDS OF TRADES INVOLVED IN THE • ALL RECESSED ELECTRICAL PANELS AND CABINETS WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED CONSTRUCTION INDUSTRY AND MATERIALS USED AND OTHER RECESSED CABINETS SHALL BE BACKED AS A RESULT OF PERFORMANCE OF NEW WORK, THE AND PROVIDED OF THE BEST QUALTIY THE WITH GYPSUM WALL BOARD TO MAINTAIN THE FIRE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH MARKET AFFORDS. ALL INSTALLATIONS AND RESISTIVE RATING OF THE PARTITION IN WHICH THE ADJOINING SURFACES. REPAIRED FINISHES SHALL BE APPLICATION SHALL CONFORM TO UNIT IS INSTALLED. EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH MANUFACTURERS SPECIFICATION & WARRANTY • REMOVE EXISTING FLOORING WHERE NEW FLOORING AS CORNERS, CEILING LINES, TOP OF BASE, ETC. REQUIREMENTS IS SCHEDULED. WHERE ITEMS ARE NOTED TO BE REMOVED, IT SHALL MEAN THE COMPLETE REMOVAL OF THE WORK INDICATED AND THE ASSOCIATED PATCHING AND REPAIRING TO MATCH ADJOINING WORK NORTHEAST PERSPECTIVE 16 15 14 13 12 11 10 O N 7 IGSBY ELEVATOR 21813 86T H PLACE WEST EDMONDS, WA 98026 PROJECT INFORMATION THIS PROJECT PROPOSES TO ADD A RESIDENTIAL STYLE CONVENIECE ELEVATOR TO THE EXISTING SINGLE FAMILY HOME IN A WAY THAT MAKES IT LOOK LIKE IT WAS ALWAYS SUPPOSED TO BE THERE. PARCEL #: 01144700000500 LEGAL DESCRIPTION: ECHELBARGER'S SHAW LANE BLK 000 D-00 LOT 5 SECTION TOWNSHIP RANGE: NW-30-27-04 JURISDICTION: CITY OF EDMONDS ZONING: RS-8 OCCUPANCY CLASS: CLASS HERE (SINGLE FAMILY - DETACHED) TYPE of CONSTRUCTION: WOOD FRAMED SPRINKLERED: YES (NFPA 13D) SITE AREA SF/ acre: 8,441 SQ. FT. (0.19 ACRE) BUILDING FOOTPRINT SF: 2,387 SQ. FT. GROSS BUILDING AREA SF: 4,172 SQ. FT. (4,030 EX. + 142 NEW) MAIN: 1549 SQ. FT. (1489 EX. + 60 NEW) UPPER: 1785 SQ. FT. (1697 EX. + 88 NEW) GARAGE: 844 SQ. FT. PROJECT VALUATION: 142 SF x $165.67/SF = $23,525 FEB. 2024 ICC BVD SEE SITE PLAN FOR ZONING CODE SUMMARY 10 W 5 4 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES VICINITY MAP 2 --------------- Zone : RS-8 Corner _-Flag Setbacks: Required Actual Front 25' 25.77' Sides (N/S) 7.5/7.5 7.7/24.46' 15' 15.04' Rear Other _-----------; 25 24.6 Height ---- =-------g1 1 SHEET LIST GENERAL APPROVED BY PLANNIN ■ �■ P G0.00 COVERSHEET G 1.00 I RC DATA -4 . M M 0 0 ' Pill , ' ; , ; , ARCHITECTURE CA9-�P' ao--13- ■ . c ~ ' , A0.00 DEMOLITION PLANS 7 . a Dec 31 2024 L , ` A2.00 NOTES &ASSEMBLIES Is + 04 1 , A2.10 FLOOR PLANS A3.00 ROOF PLAN M o ft + r non ; 10r �- A5.00 ELEVATIONS i A7.00 VERTICAL CIRCULATION ■ ■ a 7 ■ Interc nnected Smoke Alarms Are A Requirement E P -M ME she � a �7■ � ;; Of Thi Permit In Accordance With R314.2.2 J SITE , A_ �� CityOf Edmonds A aBuilding Department se sw .III �OP�� - .----� �•--;---� ' mm!'; Work ELEVATOR ADDITION - - - �■ ♦ tt� • m r ■�■ PI S r m Addres 21813 86TH PL W.............................. It 1 S,SN .......................... 7 ■ 1_ 1 w �� ,I■�� Owner RIGSBY 1 ♦ f A . ■ . 3 221st PI SW * << �. `� ■ ■ r i ■ Approv d Date '... 12/30/2024 a , 4--------- ----------------------------------------------- ................ 222nd St SW 4 r 4 • ■ ■ ■� wo ■ Building Official :Erl li war �*16 iJ j ■ ♦ i - .------. »JfA St SW Permit Number:- BLD2024-1376 ---------------- IMAGE COURTESY OF: SNOHOMISH G.I.S. P.D.S. MAP PORTAL DATE: 8/12/24 SPECIAL INSPECTIONS A B C M E F REFERENCE SITE PLAN PROJECT TEAM SPECIAL INSPECTIONS MAY BE REQUIRED FOR ANY CATEGORY OF G WORK IN ACCORDANCE WITH IRC SECTION R109.2. ARCHITECT OWNER SPECIAL INSPECTIONS MAY BE REQUIRED BY THE AUTHORITY PLANNING 10.00 - - PRIVATE DRAINAGE EASEMENT ARETE ARCHITECTURE MIKE RIGSBY HAVING JURISDICTION FOR ANY SPECIAL CASES DETERMINED BY COMMENT 0 218062NDAVE W 21813 96TH PL. W. THE BUILDING OFFICIAL BOTHELL, WA 98021 EDMONDS, WA 98026 1 o MIKE ARRET MIKE RIGSBY SEE STRUCTURAL DRAWINGS FOR ENGINEER SPECIFIED SPECIAL N 89° 32' 13" W 86.95 MIKE GARRETT PV mike.g@arete-architecture.design INSPECTIONSy _ o� E G E EI G DLO O� B:92.14 !The following documentation shall be available on _ - GIG �W W_ r; 15.23 STRUCTURAL CONTRACTOR ! site for the building inspector: ' EA2 B2 ENGINEERS IRONS BROTHERS CONSTRUCTION 1 A: 92.18 7 10600 WOODINVILLE DR 1510 NE 170TH #2 ; 15.00 BOTHELL, WA98011 SHORELINE, WA98155 - H ad �� CONC. DRIVE ,I; LOT 5: 8441 SF 425-318-0031 IRONSBC961LC ! ❑ COE APPROVED ARCHITECTURAL PLAN SETco I ; (q 726 SF ° a_ LU I BASRI BASRI MARIA WILSON 1 O a, .I" (V (/) basri@b2engineers.com 206-306-7767 -0 ® COE APPROVED STRUCTURAL PLAN SET ° O office@ironsbacom - 1 ° ° �SSa W AREAOFC:) ! ❑ COE REVIEWED CALCULATION PACKET LSD- -SD' 1 0 ; rn 6 . a °: 5�,;. 9 15.04 ❑ ENERGY CREDIT WORKSHEET m E:2 -- = ❑ SITE PLAN � CONNECT PROPOSED FOOTING 0> 25.00 00 M DRAINS TO EXISTING FOOTING ! ❑ CIVIL PLAN Q W HOUSE 2333 SF M W W 0 �4 N DRAINS ❑ -❑ ~U :'coY 1 � W I I o � - W V U=¢ o a s lii N ACCEPTABLE TIGHTLINE ■ C:) MATERIAL: ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 CO a 1 COVERED PORCH32SFPERMIT APPROVAL STAMPS ao O E:7.5 z SDR 35 Lot = 8,441 sf 10.00 1 LU 1i N 12SCH 40 GUTTERS/DOWNSPOUTS TO E:9.5 ao F810 HANCOR L r` CONNECT TO EXISTING SYSTEM BLD2015-0748 R.o.w. w w II 1 Applicant shall repair/replace all LOT COVERAGE i. 0 E:5 damage to utilities or frontage ALL DISTURBED SOILS SHALL BE �� COMPOST AMENDED PER CITY OF y to Improvements In City right-of-way FOOTPRINT - 2,349 50 FT • • I 15.32 EDMONDS STANDARD DETAIL SD-642 OR COVERAGE 2,349s8,441-27.83% \ �W E:28.9_ _ _ _ _ _ APPLICABLE CODES per city standards that is caused or D: 91.31 \ C 93,21 occurs during the permitted project. APPROVED EQUAL. BLD2019-0984 � 1 addition = 230Sf - --SD CONSTRUCTION OF THIS PROJECT AND ASSOCIATED DRAWINGS S 89.54° E Iv PROVIDED FOR THE CONSTRUCTION BY CONSULTANTS OF THE LOT COVERAGE �\\�`�\ 5.00 _SD_ - - �- SD ARCHITECT OR CONTRACTOR SHALL COMPLY WITH THE FOLLOWING ENGINEERING DIVISION J err '6 _ _ _ C DES: OWNER/CONTRACTOR IS RESPONSIBLE FOR APPROVED AS NOTED EROSION CONTROL AND DRAINAGE C. 12/13/2024 ADDITION: 60 (0.6%) o o 2021 INTERNATIONAL RESIDENTIAL CODE Total floor area - 2,639sf m N 89° 32' 13" E 64.52 2021 INTERNATIONAL MECHANICAL CODE (INCLUDES THE 2021 INTERNATIONAL FUEL GAS CODE, 2020 LIQUEFIED 2,639/8,441= 31.3% lot PETROLEUM GAS CODE (NFPA 58), AND 2021 NATIONAL FUEL PER PLAT (PLN2021-0043) GAS CODE (NFPA 54) AS IT APPLIES TO LP GAS OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING coverage RECORDING DOCUMENTS INSTALLATIONS ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY IMPERVIOUS BLD HEIGHT (NO CHANGE) ALLOYED IMPERVIUS mi2921 tt nt AND URBAN INTF.oPAGE rnnG UTILITIES MAY REQUIRE A SEPERATE PERMIT. HOUSE: 2,333 (27.6%) A+B+C+D = AVE GR SURFACE AREA IS 3400 SQFT 2021 UNIFORM PLUMBING CODE ADDITION: 60 (0.007%) 92.18+92.14+93.21+31.61=368.84 2021 WASHINGTON STATE ENERGY CODE DRIVEWAY: 726 368.84/4 = 92.21 SCALE: 1" = 20'-0" NATIONAL ELECTRICAL CODE (NFPA 70) K WALK: 80 MAX. HEIGHT: 117.21 EDMONDS MUNICIPAL CODE TOTAL: 3,109 (36.8%) EXISTING HEIGHT: 116.900, 1 oI 20, 40, 80, ALL 2 BUSINESS DAYS �p� I BEFORE YOU DIG EV E L� r I V I � 1-800-424-5555 RESUB EDMONDS STANDARD EDMONDS REQUIREMENT STANDARD PROVIDED DEFERRED SUBMITTALS MINIMUM LOT AREA 5700 SQ. FT 8,275 SQ. FT (EXISTING NO CHANGE) Dec 06 2024 MAX. DENSITY 5.5 UNITS PER ACRE 5.5 UNITS / ACRE (EXISTING NO CHANGE) CITY OF EDMONDS o c� MIN. LOT WIDTH 50 FT 100 FEET (EXISTING NO CHANGE) DEVELOPMENT SERVICES ELECTRICAL/LIGHTING DEPARTMENT N FRONT YARD SETBACK 25 FT 25 FT (EXISTING NO CHANGE) MECHANICAL L o SIDE YARD SETBACK 5 FT 5 & 25 FT (EXISTING NO CHANGE) PLUMBING c� REAR YARD SETBACK 15 FT 15 FT (EXISTING NO CHANGE) FIRE SPRINKLER HEIGHT LIMIT 25 FEET 24.7 FT (EXISTING NO CHANGE) MAX. COVERAGE 35% 28% SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM LU PARKING 2 SPACES 2 SPACES (NO CHANGE) 1-- z_ 9 8 7 6 5 4 3 2 1 a IRONS BROTHERS CONSTRUCTION Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510 NE 170th St. #: Shoreline, WA 9815E (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWING VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COPY11HORGI'1^m ME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON,, B.C. MAINTAINS & RESERVES ALL RIGHTS. � W N � � O oo LU Q Q W � W F.- in O 0 cry coo r-- W N A' rc Itecture 21806 2ND AVE W BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTURE.DESIGN Z \ F- � Z Q EU) a U 0 W C%J gF- ¢ IH tD � PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALLAS indicated REVISIONS: # DESCRIPTION 1 Revision 1 COVERSHEET SHEET: GOOOO i L 2 J H G F E 41 A B A 16 15 14 13 1.0 GENERAL REQUIREMENTS A. DRAWINGS: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY UNFORSEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS & ARE SHOWN FOR CONVINIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR ANY MAJOR DISTURBANCE TO EXISTING UTILITIES. (SEE STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES, SYMBOLS AND DETAILS) B. PRE -CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING W/THE LOCAL BUILDING DEPT. AND/OR LOCAL PUBLIC WORKS DEPT. TO VERIFY WHICH AGENCY WOULD BE INVOLVED. DURING THIS MEETING THE CONTRACTOR WILL PROVIDE THE LOCAL INSPECTORS WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR & INSPECTOR WILL TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS. C. ABBREVIATIONS: THROUGHOUT THE PLANS THERE ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ABBREVIATIONS OR PARTIAL CODE SECTIONS NOTED ON THIS PLAN & PLAN REVIEW LIST ARE INTENDED TO INDICATE THE NATURE OF THE PLAN DEFICIENCY OR GIVE ADDITIONAL INFORMATION. THE FULL TEXT OF THE CODE, AS INDICATED BY THE CODE SECTION REFERENCE, ALWAYS APPLIES. D. REPETITVE: TYPICAL WALL SECTIONS, FINISHES & DETAILS ARE NOT INDICATED EVERYWHERE AS THEY OCCUR ON PLANS, ELEVATIONS & SECTIONS; REFER TO DETAILED DRAWINGS; CONTRACTOR TO PROVIDE AS IF DRAWN & INDICATED IN FULL EVERYWHERE. E. CODES/ PERMITS/ REGULATIONS: WORK NOT PART OF THE WORK OF THE BUILDING WORK PERMIT AND TO BE PERFORMED UNDER SEPARATE PERMIT INCLUDES, BUT NOT LIMITED TO: MECHANICAL & ELECTRICAL. CONTRACTOR SHALL OBTAIN & PAY FOR ALL PERMITS NECESSARY, OTHER THAN THE BUILDING PERMIT. THEY SHALL ALSO PAY FOR ALL THE FEES OR COSTS CHARGED BY THE BUILDING & CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR, OR PRIOR TO INSTALLATIONS. NOTHING IN THE DRAWINGS SHALL BE CONSTRUDED TO PERMIT AN INSTALLATION IN VIOLATION OF ANY APPLICABLE CODES AND/OR RESTRICTION. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE W/THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS & CODES. ALL WORK AS SHOWN ON THE CONTRUCTION DOCUMENTS IS PER THE IRC, AND ITS AMENDMENTS PER THE STATE OF WASHINGTON AND THE AUTHORITY HAVING JURISDICTION THIS PROJECT FALLS UNDER. ITS THE INTENT OF THESE DOCUMENTS TO COMPLY IN FULLY, AND ANY WORK PERFORMED IN VIOLATION TO THE IRC, LOCAL CODES OR ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER. F. CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARS OF INSTALLATION OR THE MATERIALS SPECIFIED DON'T EQUAL OR EXCEED THE REQUIREMENTS OF THE LAW OR ORDINANCES, THE LAWS OR ORDINACES SHALL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS. G. SHOP DRAWINGS: PROVIDE SHOPS DRAWINGS FOR THE ARCHITECT'S APPROVAL AND AS REQUIRED BY THE CITY WITH JURISDICTION PRIOR TO CONSTRUCTION. H. SPECIAL INSPECTIONS: OWNER TO NOMINATE A TESTING LAB FOR SPECIAL INSPECTIONS AS REQUIRED BY THE CITY WITH JURISDICTION OVER THE PROJECT. INCLUDING THE FOLLOWING; a. A SPECIAL INSPECTOR SHALL BE PROVIDED DURING THE TAKING OF TEST SPECIMENS & THE PLACING OF ALL REINFORCED CONRETE WITH A COMPRESSIVE STRENGTH SPECIFIED IN THE STRUCTURAL PORTION OF THESE DRAWINGS OF 3000psi AND GREATER. INCLUDING THE PLACING OF REINFORCED STEEL. b. A SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO THE TO SATISFACTION OF THE BUILDING OFFICIAL FOR THE PARTICULAR OPERATION. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PROJECT NAME AND ADDRESS. (IRC R109.2) I. CHANGE ORDERS: ALL CONSTRUCTION ADDENDA, CHANGE ORDERS, OR DESIGN CLARIFICATIONS MUST BE SUBMITTED TO THE BUILDING DEPT. OFFICE STAFF FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION IN THE FIELD. THE FIELD INSPECTOR WILL NOT APPROVE CHANGES TO THIS APPROVED PLAN & SPECIFICATIONS. J. CONDITIONS ON CONSTRUCTION ACIVITY: THE CONTRACTOR AND/OR RESPONSIBLE PARTY(S) SHALL LIMIT THE WORKING HOURS OF ANY CONSTRUCTION ACITVITY NOT CONDUCTED ENTIRELY WITHIN AN ENCLOSED STRUCTURE TO NON -HOLIDAYS, AND WEEKDAYS WITH WORKING TIMES ALLOWED BY THE AUTORITY HAVING JURISDICTION OVER THE PROJECT. K. DIMENSIONS: SURVEY DIMENSIONS OF SITE CONDITIONS ARE BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. DIMENSIONS IN GENERAL ARE SHOWN PER THE GENERAL NOTES ON THE COVERSHEET 2.0 SITEWORK A. HAZARDOUS MATERIAL: DISCOVERY OF ANY HAZARDOUS MATERIAL (ASBESTOS, CHEMICAL PESTICIDES, etc.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS, REMOVALS, DISPOSAL & CERTIFICATION AS REQUIRED BY LAW. (OWNER TO ADVICE OF KNOWN EXISTENCE) B. LANDSCAPE: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS & APPROVALS, EXCEPT BUILDING PERMIT. C. SOIL CONDITIONS: THE ARCHITECT ASSUME NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTER OF THE SOIL, NOR ACCURACY OF ENGINEERING DATA SUPPLIED OR INDICATED ON THE SOIL REPORTS D. PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITH THE GOVERNING AGENCY WHERE REQUIRED FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO CONSTRUCTION. a. REMOVE ALL SURPLUS FILL MATERIAL FROM THE SITE & LEGALLY DISPOSE OF THE DEBRIS. E. SETBACKS: ALL SETBACKS TO BE CLEARLY MARKET ON SITE AND VERIFIED BY THE BUILDING INSPECTOR BEFORE THE POURING OF ANY CONCRETE. F. SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES ON THE ENTIRE SITE, YARDS AND PASSAGEWAYS.IF SHORING IS REQUIRED; PROVIDE AUTO BARRIERS & PEDESTRIAN PROTECTION TO ENSURE SAFETY & FALL PROTECTION RELATED TO THE EXCAVATION. COORDINATE NECESSARY PERMITS AND PRECONSTRUCTION MEETINGS WITH THE CITY DEPARTMENTS WITH JURISDICTION OVER THE PROJECT. G. SIGNAGE: THE CONTRACTOR IS TO INSTALL ADDRESS NUMBERS A MIN OF 4" IN HEIGHT IN ACCORDANCE WITH (IRC R319), COORDINATE WITH CITY OFFICIAL PRIOR TO REQUESTING FINAL INSPECTION. 3.0 CONCRETE A. CHAMPFER EXTERNAL CONRNERS ON EXPOSED EXTERIOR CONCRETE, 3/411, EXCEPT WHERE FLUSH WALLS ARE DETAILED TO ABUT & WHERE SURFACES ARE INDICATED TO BE OTHERWISE FINISHED. B. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP -PROOFED ON THE OUTSIDE BY APPROVED METHODS AND MATERIALS. C. FOUNDATION ELEVATION HEIGHT TO BE SUFFICIENT TO ALLOW ADEQUATE SLOPE FOR DRAINAGE AWAY FROM THE FOUNDATION/BUILDING. D. RECESS CONCRETE WHERE BRICK, TILE, STONE VENEER, etc. IS SHOWN SO THAT THE FINISH SURFACES ALIGN. E. ALL CONRETE FLOOR LEFT EXPOSED SHALL HAVE HARD -TROWELED OR BROOM FINISH(NON-SLIP) U.N.O. F. ALL EXTERIOR FLAT WORK, DECKS, DRIVES, ENTRIES, SIDEWALKS, WALKWAYS, TRASH -ROOMS, PORTE- COCHERE, COURTYARDS AND PATIOS SHALL SLOPE AWAY FROM THE BUILDING & INTO DRAINS. THE TOP SURFACES OF THESE AREAS ARE TO BE BELOW THE ADJACENT INTERIOR FLOOR LEVEL AND SLOPE AWAY FROM THE BUILDING. G. ARCHITECTURE REVEALS & RUSTICATIONS IN THE EXTERIOR CONCRETE WALLS SHALL BE 2"MIN. IN HEIGHT AND 1"MIN. DEPTH UNLESS DETAILED OTHERWISE. H. EXPOSED EXTERIOR CONCRETE WALLS SHALL HAVE A SMOOTH, ARCHITECTURAL SURFACE & BE COVERED WITH SAND TEXTURED, TROWELED -ON ACRYLIC FINISH, (COLOR BY ARCHITECT/OWNER) I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, EXCEPT WHERE VERTICAL CONCRETE (FOUNDATIONS AND WALLS) ARE EXPOSED TO THE WEATHER, AND WHERE PORCHES, CARPORT SLABS AND STAIRS ARE EXPOSED TO THE WEATHER. CONCRETE USED IN THESE LOCATIONS SHALL BE 3,000 PSI (R402.2) a. GARAGE FLOOR SLABS SHALL BE 3,000 PSI (R402.2) J. MONOLITHIC SLABS -ON -GRADE WITH TURN -DOWN FOOTINGS SHALL HAVE NO FEWER THAN (1) #4 BAR AT THE TOP AND BOTTOM OF THE FOOTING K. SLABS -ON -GRADE THAT ARE NOT CAST MONOLITHICALLY WITH THE FOOTING SHALL HAVE #3 OR LARGER DOWELS WITH STANDARD HOOKS ON EACH END INSTALLED AT NO MORE THAN 4' ON CENTER 4.0 METALS A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR MATERIALS. B. COLD -FORMED STEEL WALL FRAMING SHALL BE IN ACCORDANCE WITH IRC R603 C. PROVIDE COLD -FORMED STEEL FRAMING, STRAPPING, OR BLOCKING REQUIRED FOR INSTALLATION & ATTACHMENT OF WORK OF ALL OTHER TRADES. D. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED E. ALL MTL. STUD PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE (U.N.O. IN DRAWINGS) WHERE THEY CAN'T DO SO, DUE TO INTERFERANCES W/DUCTS, PIPING..ect. PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE EQUIVLENT SUPPORT TO WALL/PARTITION. F. CONTRACTOR SHALL PRIME & PAINT THE INTENDED PAINTABLE METAL STACKS, BEAMS/POST CONNECTIONS, VENTS, GRILLS OR LOUVERS WHICH PROJECT THROUGH WALLS OR ROOF AND IN VIEW. (COLOR BY ARCHITECT) G. ALL STRUCTURAL METAL AND BEAM SEATS SHALL BE NON -CORROSIVE FINISHED AFTER FABRICATION. H. DECK RAILS, STAIR RAILS AND GUARDRAILS SHALL BE POWDER -COATED. CANOPY STRUCTURES SHALL BE HOT -DIPPED GALVANIZED AND PAINTED A. ALL WOOD IN CONTACT W/CONRETE TO BE PRESSURE TREATED PER (IRC R317.1). USE SILL -SEAL UNDER EXTERIOR SOLE PLATES. WOOD STRUCTURAL PANELS SHALL BE IN ACCORDANCE WITH IRC R602.1.8. B. WOOD MEMBERS TO BE FASTENED PER TABLE R602.3(1) OR R602.3(2) C. ALL RECESSED ELECTRICAL PANELS, CABINETS AND OTHER RECESSED CABINETRY SHALL BE BACKED WITH GYPSUM WALL BOARD TO MAINTAIN THE FIRE RESISTIVE RATING OF THE WALL/PARTITION IN WHICH THE UNIT IS BEING INSTALLED D. THE CONTRACTOR SHALL BUILD IN ALL ROUGH BUCKS FOR GRILLS, REGISTERS.etc. WHERE REQUIRED. E. PROVIDE BLOCKING/BACKING FOR ALL WALL HUNG CABINETS, FIXTURES, HARDWARE AND EQUIPMENT. F. PROVIDE SOFFITS AS NECESSARY TO CONCEAL EQUIPMENT AND DUCTS, ESPECIALLY AS NECESSARY FOR VENTING/HVAC. 16 15 14 13 12 11 10 9 6.0 THERMAL/MOISTURE PROTECTION A. ALL OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED. INCLUDES MECHANICAL EQUIPMENT ACCESS HATCHES & ALL EXTERIOR PENETRATIONS. MAINTAIN INSTALLED R-VALUE & SECURE INSULATION. B. CAULK, SEAL, GASKET OR WEATHER-STRIP AT ALL OPENINGS BETWEEN HEATED & UNHEATED AREAS TO LIMIT AIR LEAKAGE INCLUDING AT THE FOLLOWING LOCATION. a. EXT. JOINTS AROUND WINDOWS & DOOR FRAMES/TRIM b. OPENINGS BETWEEN WALLS & FOUNDATION, WALLS & ROOF, AS WELL AS BETWEEN WALL PANELS. c. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS & ROOFS d. JOINTS BETWEEN FACTORY BUILT FIREPLACES, VENTS, LOUVERS, INTAKES, SCREENS, PIPES, LIGHTS, SHROUDS, CANOPIES, MARQUEES, AWNINGS, HOSE BIBS, etc. AND ANY OTHER PENETRATIONS THROUGHT INSULATED WALLS. e. ALL OTHER OPENINGS BETWEEN UNITS. C. APPLY NEOPRENE SEAL BETWEEN SOLE PLATES AND FLOOR ( FOAM GASKET OR EQUIVALENT) AS REQUIRED BY WASHINGTON RESIDENTIAL ENERGY STANDARDS. D. PROVIDE WEATHER PROTECTION PER (IRC E3501) INSTALL WEATHER RESISTANT BARRIER PROTECTING WALL STRUCTURE; FLASHING & COUNTER -FLASHING AT ALL OPENINGS TO MAKE THEM WEATHERPROOF. E. ALL TEARS & JOINTS IN BATT INSULATION AT EXTERIOR WALLS & ROOF TO BE SEALED WITH TAPE. F. ALL FLASHING & ARCHITECTURE SHEET METAL TO BE 23ga. GALVANIZED STEEL, AT 8'0" MIN. LENGHTS PER SMACNA MANUAL UNLESS OTHERWISE NOTED. INSTALL AT ALL EXPOSED EXTERIOR OPENIINGS SO THAT THEY ARE MADE WATERPROOF. CURB & PARAPATE FLASHING SHALL HAVE STADING SEEMS. "ALL FLASHING CONNECTIONS TO BE SOLDERED" G. CAULKING AND SEALANT: USE POLYURETHANE SEALANT AT CONCRETE FLOOR AND SIDEWALK JOINTS, ALL OTHERS LOCATIONS USE SILICONE. USE PRIMER, BACKING ROD AND TAPES AS RECOMMENDED BY MFG. H. PVA PRIMER PAINT VAPOR BARRIER OR MEMBRAIN SHEET VAPOR BARRIER SHALL BE INSTALLED ON THE HEATED SIDE OF ALL EXTERIOR WALLS. I. SEE G4.00 FOR LOCATION SPECIFIC AIR BARRIER REQUIREMENTS J. ENCLOSED ATTICS & RAFTER SPACES RESULTING FROM CEILINGS APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL BE PROVIDED WITH A FREE VENTILATION AREA PER ROOF PLAN. K. INSULATION: PROVIDE INSULATION AT ALL HEATED SPACES PER ENERGY CODE, SEE G4.00. ALL INSULATION SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS TO ACHIEVE PROPER DENSITIES, MAINTAIN CLEARANCES WHERE REQUIRED AND UNIFORM R-VALUES. EXTEND INSULATION OVER EACH FULL COMPONENT AREA TO INTENDED R-VALUE & ENSURE SUBSTANTIAL CONTACT OF INSULATION WITH EACH SURFACE BEING INSULATED. INSTALL SO THAT REQUIRED VENTILATION IS NOT OBSTRUCTED. INSTALL WALL INSULATION SO THAT ENTIRE CAVITY IS FILLED, FACE STAPLE FACED INSULATION. INSTALL FLOOR INSULATION IN PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH SURFACE BEING INSULATED; INSTALL SUPPORTS @ 24" O.C. MAX. SEE G4.00 FOR LOCATION SPECIFIC INSULATION REQUIREMENTS L. ALL INSULATION MATERIAL INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHABLE PAPERS INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL COMPLY WITH IRC N1102.2 AND HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 & A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. M. ALL FOAM PLASTIC INSULATION USED IN THE BUILDING CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH IRC R316. a. CONRETE SLAB ON GRADE FLOORS OF HEATED SPACES SHALL BE INSULATED AT THE PERIMETER PER REQUIREMENTS ON G4.00 N. PERIMETER FOUNDATION INSULATION WITHIN CRAWL SPACE AREA MUST BE AN APPROVED PRODUCT. VERIFY WITH THE BUILDING INSPECTOR OR DEPARTMENT PRIOR TO INSTALLATION. O. UNDER FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. P. LINE DIRT AREAS UNDER HEATED FLOORS W/ 6-MIL MIN. BLACK POLYETHYLENE GROUND COVER. OVERLAP AND TAPE ALL JOINTS 12" & EXTEND TO ALL FOUNDATION WALLS. Q. EXTERIOR GYPSUM SHEATHING AS REQUIRED BY WALL ASSEMBLY SHALL BE MOLD -RESISTANT 5/81, TYPE 'X' FIBERGLASS -REINFORCED EXTERIOR GYPSUM SHEATHING (DENS GLASS GOLD) U.N.O. 7.0 ENERGY CODE THIS PROJECT IS UNDER THE 150 SQ. FT. REQUIREMENT FOR ADDITIONAL ENERGY CREDITS. OTHER ENERGY CODE REQUIRED PROVISIONS CALLED OUT IN DRAWINGS AS THEY APPLY. 8.0 DOORS/WINDOWS A. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED THAT IS SIDE HINGED, SWINGING ADN SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES WHEN OPEN 90 DEGREES, WITH A CLEAR HEIGHT OF 78 INCHES. EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (IRC R311.2) B. EGRESS DOORS SHALL BE PROVIDED WITH A LANDING ON EACH SIDE OF THE DOOR AT LEAST 361, MEASURED IN THE DIRECTION OF TRAVEL WITH A SLOPE NOT GREATER THAN 2% IN ANY DIRECTION (IRC R311.3) C. DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD (IRC R311.3.2) a. A TOP LANDING IS NOT REQUIRED WHERE A STAIR OF NOT MORE THAN (2) RISERS IS LOCATED ON THE EXTERIOR, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRS. D. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZING PER (IRC R308.3) E. GLAZING: PROVIDE GLAZING PER IRC & CURRENT WASHINGTON STATE ENERGY CODE ( REFER TO 7.0 ABOVE) F. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS AND COMPLY WITH (IRC R308.4) G. PROVIDE DOOR/WINDOW HARDWARE AT ALL OPERABLE WINDOWS & DOORS. HARDWARE TO BE WITHIN 481, OF THE ADJACENT INTERIOR FLOOR SURFACE. H. ENTRY & PATIO DOORS SHALL HAVE A THERMALLY BROKEN THRESHOLD. MAXIMUM 1/21, MIN. GRADE CHANGE DOWN TO EXTERIOR. I. DOORS & WINDOWS BETWEEN HEATED & UNHEATED SPACES SHALL BE WEATHER-STRIPPED AROUND THEIR PERIMETER TO LIMIT AIR LEAKAGE WHEN CLOSED AND SHALL MEET THE REQUIREMENTS ON SHEET G4.00. J. AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTICS OF BUILDINGS WITH COMBUSTIBLE CEILINGS OR ROOF CONSTRUCTION. (IRC R807) 9.0 FINISHES A. THE CONTRACTOR SHALL BE BOUND TO THE FINISH SCHEDULE PROVIDED FOR ROOMS & SPACES, BUT SHALL ALSO BE RESPOSIBLE FOR PROVIDING OTHER MATERIALS NOT DESIGNATED IN THE ARCHITECTURAL SCHEDULE, IF REQUIRED IN THE FIELD TO CREATE A FINISHED PROJECT; SUCH AS AT WALKWAYS, FLOORS, CEILINGS, DOORS, WINDOWS, SOFFITS, TREADS, FURRING, etc. PROVIDE LEVELING AND PATCHING WHERE REQUIRED. B. ALL SHOWER AREAS SHALL BE FINISHED WITH A SMOOTH NON -ABSORBENT MATERIAL TO A HEIGHT OF NOT LESS THAN 6'-0" ABOVE DRAIN INLET THIS MATERIAL SHALL BE INSTALLED OVER WATER RESISTANT GYPSUM WALL BOARD (MOLD -RESISTANT AS WELL) (IRC R307) C. INTERIOR FINISHES SHALL BE A FLAME SPREAD INDEX NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 (IRC R302.9) D. GWB: INSTALL PER RECOMMENDED SPECIFICATIONS FOR THE APPLICATION & FINISHING OF GYPSUM WALL BOARD, PER ASTM C840-99A.GWB SPECIFIED BY NAME IN WALL ASSSEMBIES SHALL BE USED PER MANUFACTURER SPECIFIED. GROUND WIND I SPECIAL SNOW SPEED TOPOGRAPHIC WIND LOAD (mph) EFFECTS REGION 25# 110 ult B URBAN /SUBURBAN NONE 8 7 10.0 MECHANICAL IRC CHAPTERS: 14, 15, 16, 17, 18, & 19 6 5 A. MECHANICAL WORK IS TO BE PERFORMED UNDER A SEPARATE PERMIT & IS TO CONFORM TO RELEVANT CODE & REGULATIONS OF WORK/REQUIREMENTS INDICATED HEREIN. B. MECHANICAL WORK SHOULD BE COORDINATED BY GENERAL CONTRACTOR WITH ALL OTHER WORK BONE BY OTHER SUBCONTRACTOR/TRADES. C. PLUMBING & SEWER PIPE SIZING, GAS & MECHANICAL SIZING TO BE IN ACCORDANCE W/RECOMMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE & LOCAL REGULATIONS. FLOOR DRAINS IN PARKING GARAGE SHALL BE PROVIDED W/APPROVED OIL/WATER SEPARATOR IF REQUIRED BY LOCAL JURISDICTION, AND CONNECTED TO SEWER IN ACCORDANCE W/PLUMBING CODES. D. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED AS REQUIRED BY IRC AND WASHINGTON STATE ENERGY CODE. E. ALL PIPING, CONDUITS, DUCTS..etc. SHALL BE FURRED IN AT ALL FINISHED ROOMS, (U.N.0) F. ISOLATE ALL CONDUIT, DUCTS, PIPES, AND VENTS; FULLY SEAL ALL OPENINGS THROUGHT WHICH THEY PASS. USE RESILIENT SLEEVES, MOUNTS OR UNDERLAYMENTS AS NECESSARY TO PREVENT THE PASSAGE OF SOUND BY THE MECHANICAL, ELECTRICAL AND FIRE SUPPRESSION SYSTEMS. INSULATE WASTE LINES TO PREVENT THE PASSAGE OF SOUND FROM CONCEALED PLUMBING INTO ADJACENT LIVING SPACES & CORRIDORS (ALL INTERIOR ROOMS & CLOSETS) G. ALL PIPING IN CEILINGS & EXTERIOR WALL SHALL BE ON THE WARM SIDE OF THE THERMAL INSULATION. H. CONTRACTOR TO FRAME OPENING IN WALLS, CEILINGS & FLOORS FOR MECHANICAL OR ELECTRICAL WORK WHERE REQUIRED AND NOT OTHERWISE SHOWN ON THE PLANS. I. PLACE NO MAINS, PIPING, CONDUITS OR ANY MECHANICAL OBSTRUCTIONS OF ANY KIND THAT MIGHT IMPAIR GIVEN CEILINGS HEIGHT AND CLEARANCES. J. ALL SURFACE ATTACHED LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A REGULATIONS K. HEATING SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES. L. PROVIDE WHOLE HOUSE VENTILATION SYSTEM FOR EACH DWELLING UNIT PER WA. STATE VIAQT, WITH MINIMUM SOURCE VENTILATION CAPACITY REQUIREMENTS M. BATHROOM, WATER CLOSET COMPARTMENTS, AND LAUNDRY ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION N. THE DISCHARGE OF EXHAUST AIR SHALL BE MIN OF 3ft. FROM ANY OPENING INTO THE BUILDING & A MINIMUM OF 10ft. FROM ANY AIR INTAKE. O. KITCHEN RANGE, DRYER, BATHROOM AND LAUNDRY ROOM VENTILATION DUCTS SHALL HAVE SMOOTH NON- COMBUSTIABLE, NON -ABSORBENT SURFACE AND SHALL BE EQUIPPED WITH A BACK -DRAFT DAMPER. P. DRYER, KITCHEN & BATH FANS & GAS FIRED WATER HEATERS ARE ALL TO BE VENTED TO THE OUTSIDE. Q. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL OPERATED EXHAUST SYSTEM WHICH IS CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH SYSTEM SHALL BE CONNECTED TO THE OUTSIDE & THE POINT OF DISCHARGE SHALL NOT BE LESS THAN 3ft. FROM ANY OPERABLE WINDOW. R. WATER HEATERS SHALL BE PROVIDED W/SEISMIC STRAPPING/BRACING PER CODE. S. ANY IGNITION SOURCES IN THE GARAGE SHALL BE ELEVATED AT LEAST 181, ABOVE FINISH FLOOR (IRC M 1307.3) T. EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MECHANICAL & ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK BEYOND THE LIMITS OF THE PROJECT SHOWN ON THE ARCHITECTURE DRAWINGS. 11.0 ELECTRICAL IRC CHAPTERS: 34, 35, 36, 37, 38, 39, 40, & 41 A. ELECTRICAL WORK IS TO BE PERFORMED UNDER A SEPARATE PERMIT IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ALL RELEVANT LOCAL CODES AND REGULATIONS AS WELL AS WORK REQUIREMENTS INDICATED HEREIN & SUITABLE FOR THE INTENDED USES OF THE SPACES. B. ELECTRICAL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORK INDICATED HEREIN. C. ELECTRICAL SERVICES REQUIRMENTS & WIRING TO BE IN ACCORDANCE WITH RECOMMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE & LOCAL REGULATIONS. D. OVERHEAD ELECTRICAL SERVICES SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF: 8-FEET ABOVE ROOFS, 10-FEET AT BUILDING SERVICE ENTRANCE, 12-FEET OVER RESIDENTIAL PROPERTIES, AND 18-FEET OVER STREETS AND OTHER ROUTES SUBJECT TO TRUCK TRAFFIC. E. IF RESIDENTIAL UNITS ARE TO BE HEATED WITH PACKAGED A/C HEAT PUMPS. THE CONTRACTOR SHALL INCLUDE & PROVIDE ALL POWER COMPANY'S COST TO INSTALL NECESSARY ELECTRICAL PROVISIONS & SERVICE TO THE FACILITY. THESE COSTS SHOULD INCLUDE VAULTS, TRANSFORMERS, SERVICE LINES, HANDHOLDS & ALL OTHER EQUIPMENT AND LABOR REQUIRED OR NECESSARY. THE CONTRACTOR SHALL ALSO INCLUDE ALL OTHER COSTS TO PROVIDE ADEQUATE SRVICE FROM THE FACILITY TO THE POINT OF THE POWER COMPANY'S TERMINATION. F. ELECTRICAL CONTRACTOR IS TO VERIFY ELECTRICAL OUTLETS, LIGHTING REQUIREMENTS & PANEL LOCATIONS WITH OWNER. a. PROVIDE ELECTRICAL OUTLETS PER IRC CHAPTER 39 G. FOAM OUTLET GASKETS SHALL BE USED ON ALL RECEPTACLES, SWITCHES & OTHER UTILITY BOXES ON EXTERIOR WALLS. H. CAULK & SEAL OPENINGS IN BOX & WHERE BOXES MEET DRYWALL W/AN APPROVED SEALANT. I. PROVIDE ELECTRICAL OUTLET BOXES AS REQUIRED BY IRC CHAPTER 39 OUTLET BOXES ON OPPOSITE SIDES OF THE COMMON WALL IN TOWNHOUSES SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". J. ELECTRICAL CONTRACTOR OR GENERAL CONTRACTOR SHALL STUB -OUT TO MEET CABLE TV, TELEPHONE AND POWER COMPANY SERVICES. K. CONTRACTOR SHALL PRE -WIRE BUILDING FOR TELEPHONE & CABLE TV. AND PROVIDE JACKS FOR CAT-5, & TELEPHONE. PROVIDE THE APPROVED TELEPHONE CABINET PER SERVICE PROVIDER. L. ALL SMOKE DETECTORS SHALL BE POWERED BY THE BUILDINGS ELECTRICAL SYSTEM & HAVE A BACK-UP BATTERY FOR 90 MINUITES. M. ELECTRICAL CONTRACTOR SHALL INSTALL RANGE HOODS & WIRE EXHAUST FANS PROVIDED BY OTHERS. N. ELECTRICAL PANELBOARDS SHALL BE PROVIDED WITH A CLEAR WORKING SPACE NOT LESS THAN 301, WIDE BY 36" DEEP BY 6-6" HIGH DIRECTLY IN FRONT OF THE PANEL O. RECESSED LIGHTING FIXTURES INSTALLED IN INSULATED AREAS SHALL CONFORM TO STATE ENERGY CODE. P. PERFORM LOAD CALC'S. & DETERMINE TRANSFORMER & VAULT SIZE REQUIRED. COORDINATE VAULT DESIGN AND ACCESS SCHEME W/ELECTRICAL CONTRACTOR, THE POWER UTILITY, THE CITY & THE ARCHITECT BASED ON LOADS 12.0 FIRE PROTECTION A. THE BUILDING SHALL BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM PER IRC R313. THE SPRINKLER SYSTEM SHALL CONFORM TO NFPA 13D OR P2904. RESIDENTIAL -TYPE SPRINKLER HEADS SHALL BE USED IN ALL HABITABLE SPACES IN EACH DWELLING UNIT. SPRINKLER SYSTEM SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW. PROVIDE QUICK -RESPONSE SPRINKLER HEADS AS ALLOWED BY THE CODE STANDARDS. B. EXTEND FIRE RESISTIVE WALL PROTECTION TO THE SOLE PLATE BEHIND THE TUBS & SHOWERS IN UNITS THAT ABUT A FIRE RATED WALL. C. MAINTAIN FIRE RESISTANCE & SOUND CONTROL VALUE AT ALL PERIMETER EDGES OF WALLS IN CONTACT WITH FLOORS, CEILINGS, BEAMS..etc. D. PROVIDE FIRE EXTINGUISHERS AT EACH UNIT AS REQUIRED BY THE (IFC STANDARD 10-1) E. FIRE DEPARTMENT REQUIRES WATER -MAINS, FIRE HYDRANTS & TEMPORARY FIRE DEPARTMENT ACCESS BE INSTALLED. INSPECTION AND APPROVAL MUST BE OBTAINED FROM THE FIRE MASHAL OF JURISDICTION PRIOR TO COMMENCEMENT OF COMBUSTIABLE CONSTRUCTION. F. WALLS, CEILINGS & FLOOR/CEILING ASSEMBLIES REQUIRED TO BE FIRE PROTECTED SHALL HAVE ALL OPENINGS AND PENETRATIONS INSTALLED/PROTECTED PER THE REQUIREMENTS OF (IBC CHAPTER 7.) G. FIRE BLOCKING ARE REQUIRED IN CONCEALED SPACES AT FLOOR AND CEILING LEVELS AND AT 1Oft. INTERVALS BOTH VERTICAL & HORIZONTAL ALONG THE LENGTH OF THE WALLS IN COMBUSTIABLE CONSTRUCTION (IRC R302.11) H. THE MAXIMUM FLAME SPREAD INDEX OF INSULATION SHALL NOT EXCEED 25 a. INSULATION SMOKE -DEVELOP INDEX SHALL NOT EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84 I. SEPARATION BETWEEN THE GARAGE AND THE DWELLING UNIT SHALL BE IN ACCORDANCE WITH TABLE R302.6 AND SHALL BE NOT LESS THAN 1/2" TYPE 'X' GYPSUM WALL BOARD (GWB)ON THE WALLS AND 5/8" TYPE 'X' GWB ON THE CEILING WHERE HABITABLE SPACE IS ABOVE THE GARAGE J. ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS AND THE SURFACE UNDER THE STAIRS PROTECTED ON THE ENCLOSED SIDE WITH 1/21, GYPSUM WALL BOARD. K. WHERE WALLS ARE REQUIRED TO HAVE A FIRE -RESISTANCE RATING ALL RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING NOT BE REDUCED. L. PENETRATIONS IN FIRE -RESISTANCE RATED WALLS SHALL BE INSTALLED AS TESTED IN THE SPECIFIED APPROVED FIRE -RESISTANCE RATED ASSEMBLY M. EXTERIOR WALLS AND ELEMENTS SHALL BE PROVIDED WITH A FIRE -RESISTANCE RATING AS SPECIFIED IN TABLE R302.1(1) OR R302.1(2) 13.0 MISCELLANEOUS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEISMIC FROST WINTER WINDBORNE DESIGN LINE DESIGN DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITES TEMP NONE D2 MODERATE 18" NO 27 DEG. 4 ICE BARRIER AIR MEAN UNDERLAYMENT FLOOD FREEZING ANNUAL REQUIRED HAZARDS INDEX TEMP qO NO 250 50 DEG. 3 1 PERMIT APPROVAL STAMPS RESUB Dec 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L 2 J H G F E 41 A A 110 12 1 11 10 9 8 7 6 5 4 IF LINE DOES NOT MEASURE 1" SHEET IS NOT TO SCALE IRONS BROTHERS CONSTRUCTION Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510 NE 170th St. #: Shoreline, WA 9815E (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWING VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COPYR41GHL114WME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON,, B.C. MAINTAINS & RESERVES ALL RIGHTS. V) LU N O �00 LLJ � UQ W J J LL] 0— ' ^ + 7) Z Cn 000 v 00 LLJ N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM z O 2 Z Cc_CD LLJEa J uj =O CC Qu U_ W cn Pv PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALES/2" =1'-0' REVISIONS: I RC DATA SHEET: G1 ■ 00 L K J H G F E C C E A 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 DEMOLITION NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN A MANNER THAT WILL NOT HINDER OR DISTURB THE DAY TO DAY FUNCTIONS OF THE FACILITY OR THEIR NEIGHBORS. L 2. NO PILING OF CONSTRUCTION DEBRIS ON SITE UNLESS DUMPED IN A PROPER ENCLOSURE. 3. ALL DEMOLITION SHALL BE COORDINATED WITH ALL OTHER SUBS (ELECTRICAL, MECHANICAL..ETC) IN CASE SOMETHING NEEDS TO BE TURNED OFF/SHUTDOWN OR RE-ROUTED. 4. DEMOLITION SHALL BE DONE WITH CARE SO AS NOT TO DAMAGE ANY OTHER SURFACE OR FINISHES. 5. REMOVE WITH CARE ALL DOORS SHOWN FOR DEMO. AS THEY MAY BE ABLE TO BE SALVAGED FOR OWNERS USE. 6. MAKE SURE ALL WATER IS SHUT-OFF BEFORE DEMOLITION OF ANY PLUMBING FIXTURES. 7. ANY SLAB DEMOLITION NEEDED FOR RE-ROUTING NEW PLUMBING K OR INSTALLING NEW FOUNDATIONS SHALL BE DONE WITH CARE. 8. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH/REPAIR WALL TO MATCH ADJOINING SURFACE/FINISH. REPAIRED FINISHES ARE TO EXTEND TO THE NEAREST VISUAL BREAK LINES 9. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THE OWNERS REPRESENTATIVE SHALL RELEIVE THE CONTRACTOR OF THIS RESPONSIBILITY 10. REROUTE EXISTING BATHROOM AND LAUNDRY ROOM FANS TO THE EXTERIOR OR THROUGH THE ROOF AS NEEDED. PERMIT APPROVAL STAMPS RESUB Dec 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I IF I D B `� N IA 0 w z a 16 15 14 13 12 11 10 9 8 7 6 5 4 IF LINE DOES NOT MEASURE 1" SHEET IS NOT TO SCALE IRONS BROTHERS CONSTRUCTION Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510 NE 170th St. #: Shoreline, WA 9815E (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWING VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COPYR41GHL11407ME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON,, B.C. MAINTAINS & RESERVES ALL RIGHTS. V ) W N O 3:� 1-- W � < UQ W J J W Cn >_ Z r) Z Cn 00 CO v_ G m ry = 0 00 W N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM Z O U Lu Z a e U~ cc_ QC/) W CE J Q Q F� U_ W .- to PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALES/4" = V-0" REVISIONS: DEMOLITION PLANS SHEET: 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 DOUBLE TOP PLATE - SIDING PER ELEVATIONS CLASS A ASPHALT SHINGLES ICE SHEILD FASTENING SCHEDULE WINDOW AND DOOR NOTES SMOKE ALARM & HEAT DETECT. NOTES BATT INSULATION PER G4.00 2x6 STUDS @16" o.c. - 112" FURRING STRIPS @ 16" o.c. WEATHER RESISTIVE BARRIER (BUILDING WRAP) - 1" (R-3.8) RIGID INSULATION SHEATHING PER STRUCTURAL ROOF FRAMING PER STRUCTURAL ITEM DESCRIPTION OF ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 1. ALL EXTERIOR WINDOWS AND DOORS TO COMPLY WITH IRC R609 2. WINDOWS AND DOORS SHALL BE CAPABLE OF RESISTING THE DESIGN WIND LOADS (110 MPH) 3. WINDOWS AND SLIDING GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY AND BEAR A LABEL R314.3 SMOKE ALARMS, HEAT DETECTORS AND HEAT ALARMS SHALL COMPLY WITH NFPA 72 SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM L ROOF 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE CEILING JOISTS TO TOP PLATE 4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131" NAILS TOE NAIL 2 4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131" PER PIECE, TOE NAIL 1/2" GWB -- SOLE PLATE - SHEATHING PER STRUCTURAL -- R-49 BATT NAILS IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTINCS, AND INSPECTION AGENCY TO INDICATE COMPLIANCE 4. GARAGE DOORS SHALL BE TESTED IN COMPLIANCE WITH ASTM E330 OR ANSI/DASMA 108 5. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURE SPECIFIED 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWLSPACED AND UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER FLOOR SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION 4-10d BOX; OR 3-16d COMMON; OR 4-3"x0.131" NAILS TABLE R802.5.2 4-10d BOX; OR 3-10d COMMON; OR 4-3"x0.131" NAILS FACE NAIL FACE NAIL FACE NAIL EACH RAFTER 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT) 5 COLLAR TIE TO RAFTER, FACE NAIL OR 1-1/4"x20 GA. RIDGE STRAP TO RAFTER MARK Al TYPE EXTERIOR WALL MARK R1 TYPE BASIC ROOF 6 RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"x0.131" NAILS 2 TOE NAILS ON ONE SIDE, 1 TOE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS ASSEMBLY: ASSEMBLY: 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 4-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"x0.131" NAILS TOE NAIL 6. TAPERED BUCKS ARE NOT ALLOWED 7. GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE SMOKE DETECTORS, HEAT DETECTORS AND HEAT ALARMS SHALL BE K LOCATION(S): TYPICAL EXTERIOR WALLS LOCATION(S): ROOF STUD SIZE FIRE RESISTANCE SOUND ATTENUATION STUD SIZE FIRE RESISTANCE SOUND ATTENUATION WALL PROVIDED WITH AMANUFACTURERS DESIGNATION SPECIFYING HARDWIRED WITH THE PRIMARY POWER PROVIDED FROM THE WHO APPLIED THE DESIGNATION, TYPE OF GLASS AND THE SAFETY GLAZING STANDARD 8. SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING HAZARDOUS LOCATIONS: A. GLAZING IN DOORS BUILDING WIRING WITH BATTERY BACKUP PER IRC R314.4 AND SHALL BE INTERCONNECTED SUCH THAT ACTIVATION OF ONE SMOKE ALARM IN THE DWELLING UNIT SOUNDS AN ALARM FROM ALL THE SMOKE ALARMS THROUGHOUT THE DWELLING UNIT WHERE COMMERCIAL POWER IS NOT PROVIDED,SMOKE ALARMS 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 3-16d BOX OR 2-16d COMMON; OR 3-10d BOX; OR 3-3"x0.131" NAILS END NAIL RATING SOURCE RATING SOURCE WOOD RATING SOURCE RATING SOURCE WOOD 2x6 NONE NONE NRCC TL-93-103 2x12 NONE NONE 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 16d COMMON 24 o.c. FACE NAIL NOTES: NOTES: 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 10d BOX; OR 3"x0.131" NAILS 16" o.c. FACE NAIL 9 STUD TO STUD NOT ABUTTUNG STUDS AT INTERSECTING WALL 16 BOX; OR 3"x0.131" NAILS 12" o.c. FACE NAIL USE CORROSION RESISTANT FASTENERS FOR WEATHER SIDE B. GLAZING ADJACENT TO DOORS WITHIN 60" OF THE FLOOR, SHALL BE PERMITTED TO BE BATTERY POWERED CORNERS (AT BRACED WALLS) WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR, AND WITHIN 24" OF THE HINGE SIDE OF A WALL LESS THAN 180 DEGREE FROM THE PLANE OF THE DOOR A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN WALL ASSEMBLY DESCRIPTION: WALL ASSEMBLY DESCRIPTION: 9 STUD TO STUD NOT ABUTTUNG STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALLS) 16d COMMON 16" o.c. FACE NAIL INTERIOR: ONE LAYER 1/2" GWB ON INTERIOR SIDE OF 2x6 WOOD STUDS @ 16" o.c. WITH CAVITY BATT INSULATION. EXTERIOR: SIDING PER ELEVATIONS OVER 1/2" FURRING STRIPS @ 16" o.c ST OVER THE WEATHER RESISTIVE BARRIER OVER SHEATHING PER STRUCTURAL OVER THE 2x6 WOOD STUDS CLASS A ASPHALT SHINGLES OVER STICKY -BACK ICE SHEILD PAPER OVER STRUCTURAL SHEATHING OVER 2x FRAMING PER STRUCTURAL WITH BATT INSULATION WITH AIR VENT BAFFLES. CEILING FRAMING TO BE 2x4'S @ 24" o.c. WITH 1/2" GWB C. GLAZING IN WINDOWS THAT MEET ALL OF THE FOLLOWING: a. LARGER THAN 9 SQ. FT. b. BOTTOM EDGE LESS THAN 18" FROM THE FLOOR c. TOP EDGE OVER 36" FROM THE FLOOR d. AND WITHIN 36" OF A WALKING SURFACE MEASURED HORIZONTALLY NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. J 10 BUILT UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER) 16d COMMON 16" o.c. FACE NAIL 10 BUILT UP HEADER (2„ TO 2 HEADER WITH 1/2 SPACER) 16d BOX 12 o.c. FACE NAIL 11 CONTINUOUS HEADER TO STUD 5-8d BOX; OR 4-8d COMMON; OR 4-10d BOX TOE NAIL 12 TOP PLATE TO TOP PLATE 16d COMMON 16" o.c. FACE NAIL CARBON MONOXIDE NOTES 12 TOP PLATE TO TOP PLATE 10d BOX; OR 3 x0.131 NAILS 12 o.c. FACE NAIL D. GLAZING IN GUARDS AND RAILINGS E. GLAZING IN WALLS CONTAINING OR FACING HOT TUBS, SAUNAS, BATHTUBS, SHOWERS OR OTHER WET AREAS WHERE THE BOTTOM OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLY FROM THE FLOOR THAT IS LESS THAN 60" FROM THE WATERS EDGE MEASURED HORIZONTALLY F. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM EDGE IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENTWALKIGN SURFACE G. GLAZING ADJACENT TO LANDINGS WHER ETHE GLAZING IS LESS THAN 36" ABOVE THE WALKING SURFACE AND WITHIN A 60" HORIZONTAL 180 DEGREE ARCH FROM THE BOTTOM TREAD NOSING H. EXCEPTIONS MAY APPLY TO DECORATIVE GLAZING IN CERTAIN LOCATIONS. 9. DOORS AND WINDOWS SHALL COMPLY WITH THE ENERGY CODE REQUIREMENTS OUTLINED ON G3.00 10. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THIS DOOR AS IDENTIFIED ON THE PLANS MUST BE SIDE HINGED AND PROVIDE A CLEAR OPENING WIDTH R315.1 CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP WHERE COMMERCIAL POWER IS NOT PROVIDED,CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY POWERED EXHAUST NOTES THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A RATE OF: CUBIC FEET PER MINUTE = (0.01 x TOTAL SF) + (7.5 x # OF BEDROOMS) 13 DOUBLE TOP PLATE SPLICE 12-16d BOX OR 8-16d COMMON; OR 12-10d BOX; OR 12-3"x0.131" NAILS 16d COMMON FACE NAIL ON EACH SIDE OF END JOINT 16" o.c. FACE NAIL DOUBLE TOP PLATE 1/2" GWB 2x STUDS @16" o.c. 1/2" GWB SOLE PLATE 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING PANELS AT BRACED WALL NOT ( ) 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16 BOX; OR 3"x0.131" NAILS 16d BOX 12" o.c. FACE NAIL 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANEL) 3 EACH 16" o.c. FACE NAIL 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANEL) BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANEL) 16d COMMON 3"x0.131" NAILS 2 EACH 16" o.c. FACE NAIL 4 EACH 16" o.c. FACE NAIL 15 16 TOP OR BOTTOM PLATE TO STUD TOP OR BOTTOM PLATE TO STUD 4-8d BOX OR 3-16d BOX; OR 4-8d COMMON; OR 4-10d BOX; OR 4-3"x0.131" NAILS 3-16d BOX OR 2-16d COMMON; OR 3-10d BOX; OR 3-3"x0.131" NAILS TOE NAIL END NAIL { H MARK B1 TYPE BASIC INTERIOR WALL 16 ASSEMBLY: 17 TOP PLATES ,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX OR 2-16d COMMON; OR 3-3"x0.131" NAILS FACE NAIL 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX OR 2-8d COMMON; OR 2-10d BOX; OR 2 STAPLES 1-3/4" FACE NAIL LOCATION(S): TYPICAL INTERIOR PARTITION STUD SIZE FIRE RESISTANCE SOUND ATTENUATION 19 1"x6" SHEATHING TO EACH BEARING 3-8d BOX OR 2-8d COMMON; OR 2-10d BOX; OR 2 STAPLES 1" CROWN, 16 GA, 1-3/4" LONG FACE NAIL OF 32" MEASURED FROM THE FACE OF THE DOOR AT 90 DEGREES TO THE FACE OF THE DOOR STOP WITH A HEIGHT NOT CFM/MIN = (0.01 x 3334 SF) + (7.5 X 4 BR) = 63.34 CFM WOOD 2x RATING SOURCE RATING SOURCE 20 1"x8" AND WIDER SHEATHING TO EACH BEARING 3-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3 STAPLES 1" CROWN, 16 GA, 1-3/4" LONG FACE NAIL LESS THAN 78" (6-6"). THIS DOOR SHALL BE READILY OPENED FROM INSIDE THE DWELLING WITHOUT USE OF A KEY OR SPECIAL NONE NONE 20 1"x8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1"x8": 4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 4 STAPLES, 1" CROWN, 16 GA., 1-3/4" LONG FACE NAIL KNOWLEDGE OR EFFORT. (IRC R 311.2) 11. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE NOTES: PROVIDED FROM BASEMENTS, ATTICS, AND EVERY HABITABLE FLOOR SLEEPING ROOM 21 JOIST TO SILL, TOP PLATE OR GIRDER 4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131" TOE NAIL 12. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN WALL ASSEMBLY DESCRIPTION: NAILS DIRECTLY INTO A PUBLIC SPACE OR A YARD THAT OPENS TO THE 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d BOX 4" o.c TOE NAIL ONE LAYER 1/2" GWB ON BOTH SIDES OF 2x WOOD STUDS @ 16" o.c. PUBLIC WAY (ROOF APPLICATIONS ALSO) 13. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE, OR 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON; OR 10d BOX; OR 3"x0.131" NAILS 6" o.c. TOE NAIL (ROOF APPLICATIONS ALSO) USE OF KEYS OR TOOLS. 14. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL BE A 23 1"x6" SUBFLOOR OR LESS TO EACH JOIST 3-8d BOX OR 2-8d COMMON; OR 3-10d BOX; OR 2 STAPLES FACE NAIL 1-3/4" MINIMUM OF 5.7 SQUARE FEET OF CLEAR OPENING AREA WHICH 11 G 24 2" SUBFLOOR TO JOIST OR GIRDER 3-16d BOX; OR 2-16d COMMON BLIND AND FACE NAIL SHALL BE A MINIMUM HEIGHT OF 24 AND A MINIMUM CLEAR 25 2" PLANKS PLANK & BEAM - FLOOR & ROOF 3-16d BOX; OR 2-16d COMMON AT EACH BEARING, FACE NAIL WIDTH OF 20" SUPPLY FAN TESTED CFM AT 0.40" WG ( ) 15. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL HAVE A SILL 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON; OR 4-10d BOX; OR 4-3"x0.131" NAILS; OR END NAIL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR 4-3"x14GA. STAPLES, 7/16" CROWN 16. EMERGENCY ESCAPE AND RECUE OPENINGS LOCATED BELOW GRADE SHALL BE PROVIDED WITH A WINDOW WELL THAT SHALL 27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON NAIL EACH LAYER AS FOLLOWS: 32" o.c. AT TOP AND BOTTOM AND STAGGERED NOT BE LESS THAN 9 SQUARE FEET WITH A HORIZONTAL 10d BOX; OR 3"x0.131" NAILS 24" o.c. FACE NAIL AT TOP AND BOTTOM PROJECTION NOT LESS THAN 36" 27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS STAGGERED ON OPPOSITE SIDES A. LADDERS SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6" INTO THE REQUIRED WINDOW WELL DIMENSIONS 27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 2-20d COMMON; OR 3-10d BOX; OR 3-3"x0.131" NAILS FACE NAIL AT ENDS AND AT EACH SPLICE 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"x0.131" AT EACH JOIST OR RAFTER, FACE NAIL AREA TO BE EXHAUST RATES EXHAUSTED KITCHENS 100 CFM INTERMITTENT BATHROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT LAUNDRY ROOM - 75 CFM CONTINUOUSLY IRC M1505.4.3 SPECIFIED VOLUME FROM TABLE M1508.2 MIN. SMOOTH DUCT DIAMETER MIN. FLEXIBLE DUCT DIAMETER 50-90 CFM 4 INCH 5 INCH 90-150 CFM 5 INCH 6 INCH 150-250 CFM 6 INCH 7 INCH 250-400 CFM 4 INCH 8 INCH F NAILS 29 EACH END, TOE NAIL BRIDGING OR BLOCKING TO JOIST 2-10d BOX, OR 2-8d COMMON NAILS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF ADN INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING 30 3/8" - 1/2" 6d COMMON NAIL (SUBFLOOR, WALL), 8d COMMON (ROOF); 6" EDGE, 12" IN FEILD OR RSRS01 NAIL (ROOF) 31 19/32" - 1" 8d COMMON (ROOF); OR RSRS01 NAIL (ROOF) 6" EDGE, 12" IN FEILD 32 1-1/8" - 1-1/4" 10d COMMON OR 8d DEFORMED NAIL 6" EDGE, 12" IN FEILD E OTHER WALL SHEATHING 33 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1-1/2" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER, 3" EDGE, 6" IN FEILD OR 1-1/4" LONG, 16GA STAPLE 34 25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1-3/4" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER, 3" EDGE, 6" IN FEILD OR 1-1/2" LONG, 16GA STAPLE 35 1-1/2" GALVANIZED ROOFING NAIL; GALVANIZED STAPLE, 1-1/2" LONG; 1-1/4" SCREWS, TYPE'W' OR'S' 7" EDGE, 7" IN FEILD 1/2" GYPSUM SHEATHING 36 5/8" GYPSUM SHEATHING 1-3/4" GALVANIZED ROOFING NAIL; GALVANIZED STAPLE, 7" EDGE, 7" IN FEILD 1-5/8" LONG; 1-1/4" SCREWS, TYPE'W' OR'S' WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 37 3/4" AND LESS 6d DEFORMED OR 8d COMMON 6" EDGE, 12" IN FEILD 38 7/8" - 1" 8d COMMON, OR 8d DEFORMED 6" EDGE, 12" IN FEILD D 39 1-1/8" - 1-1/4" 10d COMMON; OR 8d DEFORMED 6" EDGE, 12" IN FEILD PERMIT APPROVAL STAMPS C M O M CV O C\I i B N RESUB Dec 06 2024 0 W I- a_ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 A 16 15 14 13 12 11 10 9 8 7 6 5 4 IF LINE DOES NOT MEASURE 1" SHEET IS NOT TO SCALE 'RQsTI N Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510 NE 170th St. #, Shoreline, WA 9815 (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWINGS VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE C@eyRVGRUNOTME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON B.C. MAINTAINS & RESERVE ALL RIGHTS. w LU N O �00 LLJ � UQ Lu J J Lu (n 2 Q) Z Cn 00 O y 00 LLl N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM �O w U w C7 Ir Cr z_ Lu Cr �Q � 0 a J U Q Q�._� Q Fl U_ W .- to PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALES indicated REVISIONS: NOTES & ASSEMBLIES SHEET: 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 — — FLOOR PLAN NOTES 1. 6 MIL -THICK POLYETHALENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF EXTERIOR FOUNDATION WALLS L PRIOR TO BACKFILLING WITH JOINTS OVERLAPPED 6" AND SEALED WITH ADHEASIVE. THE TOP EDGE OF THE FILM TO BE BONDED WITH TO THE WALL SHEATHING. FILM EXPOSED ABOVE GRADE SHALL BE PROTECTED BE AN APPROPRIATE ARCHITECTURAL TREATMENT (IRC R406.3.2) 2. SLOPE GARAGE FLOOR TOWARD GARAGE DOOR (1/8"/FOOT) 3. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT & FIXTURES FURNISHED AND INSTALLED 4. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE O ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, LAVATORIES, CABINETS AND CASEWORK, K TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR & HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ARTWORK, HEADBOARDS, DOOR AND FINISH WARDWARE AND ANY OTHER WALL AND CEILING MOUNTED ITEMS. 5. IN SEISMIC ZONES DO, D1, & D2, WATER HEATERS AND FURNACES SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS PER IRC P2801.8 6. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION GARAGE A. SAFETY GLAZING MARKED AS 'SG' ON PLANS, EMERGENCY 20 IC ESCAPE OPENINGS NOTED AS 'EG' ON PLANS J 809 SF 7. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS. BONUS ROOM 5 Sim 8. HVAC EQUIPMENT TO BE ENERGY STAR RATED 9. WASHING MACHINE TO BE PLACED ON DRIP PAN 12 A3.00_ _ _ _ _ 10. A 30" WIDE BY 30" DEEP LEVEL WORKING SURFACE AND ACCESS 4x8 BEAM WITH 426 SF ± 10' - 11" TO ALL APPLIANCES FOR INSPECTION, SERVICE, REPAIR AND SIMPSON LUS48 REPLACEMENT SHALL BE PROVIDED THAT IS AT LEAST AS HIGH AS 2 BOTH SIDES ABOVE 1 IN TALLEST APPLIANCE IN THE SPACE, BUT NOT LESS THAN 30" INSTALL HEAT DETECTOR NEW CASED 11. PIPES PENETRATING EXTERIOR WALLS OR WATERPROOF SEALS FACE OF WALL — — — — — OPENING TO N SHALL BE MADE WATERPROOF BY USE OF WATERPROOF 1 MATCH EXISTING 1 11 1'6"x6'8" SEALANT OR BY FLASHING WITH AN APPROVED ELASTOMERIC = DOOR TRIM - - = 1 MATERIAL (P2607) N B M W 4 I� - 5 - 4 1� AD UST 1RR G�, T AND CA S N €D'FOR� O a0 FOUNDATION L[jg��i i M C 13. CONTRACTOR TO CONFIRM THAT ALL SMOKE ALARMS AND 75CFM i4 1 o 1 CARBON MONOXIDE ALARMS ARE INTERCONNECTED. J o = F7 1 14. CONTRACTOR TO CONFIRM THE GARAGE HAS A HEAT DETECTOR 00 LIM � OR INSTALL PER IRC R314.2.3 50 CFM LA NDRY M CO--_�� 19� I 119 SF FtF- � 50 CFM T ___Fr BATHROOM 1 9 O+I 7' - 11" :� 30 SF 1 BUIL6ING H COMMENT L—� — -- - -� sA� J - - - -- o - - W I I U ZL 6' - 0" --- --- 41 DEN I MEASURED ON SITE LIGHT RELOCATE CAND BEDROOM 2 FLOOR PLAN KEYNOTES 16-------= EXTERIOR 7 SA A7.00 126SF=______= I RECEPTICAL 115SF J I I --- --- 1O ELECTRICAL PANEL (EXISTING TO REMAIN) L-------- --- --- 6BEDROOM � ELEVATOR PE� � (EXISTING, ' --------III ---TO...REMA ) G -d l 144 SF ------==Ri 1 --- --- ® ELECTRIC WASHER AND DRYER (EXISTING) NEW LOCATION I = _ : A7.00 III 1 I II 5 IS WASH R ISTINQ REFRIGERATOR ( XtSTING) - BUIL61NG 20 MIN. WITH AUTOMATIC CLOSING DEVICE (EXISTING) COMMENT ENTRY OPEN TO --- --- FLOOR PLAN LEGEND E --Up---- BELOW--Up---- 15 120 SF 0ocF�;BATHROOM NEW / INFILL WALL 10 45 SF 0 EXISTING WALL LIVING 17 0 502 SF 191 SMOKE ALARM 91 CM CARBON MONOXIDE ALARM IM0D HEAT DETECTOR (IN GARAGE) E LT �� n_1 FAN W/CFM REQUIREMENT # CFM DINING BEDROOM � THERMAL BARRIER 14 5 169 SF 139 SF MASTER BEDROOM 8 257 SF D PERMIT APPROVAL STAMPS NOOK © KITCHEN 21 13 182 SF 990 SF Enc�:) . c 50CFM BATHROOM � 11 100 CFM 121 SF ° M Lo 0 —7 N 0 N B� CV 0 W z I- RESUB Dec 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L A Level 1 Level 2 1 1 /4" = 1'-0" 2 1 /4" = 1'-0" 0' 2' 4' 8' 16' 0' 2' 4' 8' 16' 16 15 14 13 12 11 10 9 8 7 6 5 4 IF LINE DOES NOT MEASURE 1" SHEET IS NOT TO SCALE 'RQsTI N Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510NE170thSt. # Shoreline, WA 9815 (206) 306-7767 www.ironsbc.com REG# IRONSBC961L DO NOT SCALE DRAWING VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE C@eyRVGRUNOTME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON B.C. MAINTAINS & RESERVE ALL RIGHTS. V ) LU N O �00 LLl � UQ LJ J J Lu Cn Z Q) W Z Cn 00 O LD 00 LLJ N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM �O w U w 0I CrZ Luuj Cr Q� Q Q U = O U_ W .- to PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALP/4" = V-0" REVISIONS: 1 Revision 1 FLOOR PLANS SHEET: A201 IRON S BROTHERS CONSTRUCTION Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510 NE 170th St. #: Shoreline, WA 9815E (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWING VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COPYRuORGIIVOTME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON,, B.C. MAINTAINS & RESERVES ALL RIGHTS. vJ W N O 3:� ~ W � < UQ W J J � (n W >_ Zp pp Z U) 000 CD 75; M ry =p 00W N A'e Arc itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM Z O Lu u �~'3 2 Cr _Z H _ jQ N, 0 EJ Q Q LL U_ W .- to PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALLAP indicated REVISIONS: 1 Revision 1 ROOF PLAN SHEET: L 2 J H G F E A C B A 16 15 14 1 13 1 12 1 11 1 10 SOUTH 1 /4" = 1'-0" - - EXISTING RIM, SILL PLATE AND SHEATHING _---- SLAB PER STRUCTURAL RE -STEEL PER STRUCTURAL I 'da - . a"- • "a <, ° :-a•b��•_p _ SEMCO LIQUID MEMBRANE FLUID a a a' APPLIED WATERPROOFING OVER • •, , a• ° EXISTING SHEATHING LAP CONCRETE MIN. 3" d. #4 TIE AT 16" o.c. EPDXIED INTO EXISTING FOOTING WITH SIMPSON SET-XP - INSULATION OVER GRAVEL 10 MIL VAPOR BARRIER (2) #4 BARS FOOTING - ° - CONTINUOUS WATER DAM - '_° d_ •- • ' EXISTING FOUNDATION —III iii iil III III NEW TO EXIST FOUNDATION 1 1/2" = 1'-0" 16 15 14 13 12 �eate� BUIL61NG COMMENT 7 2X2 C( TRIM S H EAl STRU( EXTER SIDIN( RIGID 3/4" W TRIM E WOOF CAULK � 1 TYPICAL TRIM AT CORNERS rj 1" = 1'-0" 11 9 - ROOF PLATE 18'-2" Level 2 10' - 1 " Level 1 0'-0" WES' 3 3/16" = 1'- 8 7 1 6 5 1 4 3 2 1 1 NORTH 1 /4" = 1'-0" 10 9 8 SIDING PER ELEVATION -- R-5 RIGID INSULATION - - - - - - SHEATHING PER STRUCTURAL R-21 IN WALL CAVITY PER WSEC I 1/2" GWB MIN. 112" DIA. A.B. (IRC I - R PE SLAB R403.1.6) W/ 3x3x0.229" PLATE SLAB PER R WASHER (IRC R602.11.1) - WALL SOLE PLATE ------ - R-10 INSULATION FOOTING PER 77 STRUCTURAL REBAR PER STRUCTURAL ROOF TIGHTLINE FREE DRAINING - GRAVEL WRAPPED WITH GEOTEXTILE 4" PERFORATED DRAINPIPE - WRAPPED WITH GEOTEXTILE FO��T�!NG D `t j 1 1 /2- 7 z d d in °- SUBGRADE PER STRUCTURAL :.° a ETAIL 6 5 4 flm l l_1/rT L rE 2" Sim K H DF PLATE G 18'-2" Level 2 10' - 11, F Level 1 0'-01, E PERMIT APPROVAL STAMPS Thermal Break required RESUB Dec 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a LO Lo 0 co N 0 N B �,! CV A 0 LU I— z a_ IF LINE DOES NOT MEASURE 1" SHEET IS NOT TO SCALE 'RQsTI N Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510NE170thSt. # Shoreline, WA 9815 (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWINGS VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE C@eyRVGRUI'WMWE: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON B.C. MAINTAINS & RESERVE ALL RIGHTS. V J W N O 3:� 1-- W � < UQ W J J � W (n >_ Z r) Z Cn 000 C V G M ry = 0 00 W N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM �O w U w 0cc CrZ LU xx isJ a x O U_ W -� r PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALES indicated REVISIONS: 1 Revision 1 ELEVATIONS SHEET: A5000 LRQS0NSNTRUTI N Design + Build center IRONS BROTHERS CONSTRUCTION, INC 1510NE170thSt. # Shoreline, WA 9815 (206) 306-7767 www.ironsbc.com REG# IRONSBC961L( DO NOT SCALE DRAWINGS VERIFY ALL CONDITIONS & DIMENSIONS AT THE JOB SIT VERIFY ALL WORK SHALL COMPLY WITH APPLICABLE CODES & ORDINANCES AND NOTIFY IRONS B.C. OF ANY DEVIATION, ERRORS, OMISSIONS OR DISCREPANCIES BEFORE C@eyRVGRUNOTME: THESE PLANS ARE ISSUED FOR CONSTRUCTION PURPOSES BY IRONS B.C.. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF IRONS B.C. IS STRICTLY PROHIBITED. IRON B.C. MAINTAINS & RESERVE ALL RIGHTS. vJ W N O 3:� ~ W � < UQ W J J � W Cn >_ Zp pp Z U) 000 CD 75; M ry =p 00W N A' rc Itecture 21806 2ND AVE WEST BOTHELL, WA 98021 208-661-3253 W W W.ARETE-ARCH ITECTU RE. COM W U fL ZC0Q pO Fl U_ W .- to PROJECT #: 24012 DRAWN BY: MBG CHECKED BY: MBG PLAN DATE: 12-2-24 DWG SCALES/2" = V-0" REVISIONS: 1 Revision 1 VERTICAL CIRCULATION SHEET: