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REVIEWED BLD RESUB 2-FOR REFERENCE3 �1L�Ej2T 2G�IDJL -779P pL. W EDr���os ! T -IIAll1 s R:11,1T H. t. i/+ IS;_7C. -71 `rWF z7 �4., p_C��. 4tr., �•M., GrN � FvHc�ibsl �Ic�4�-iI��N cc�11�TI', k�4aN 14I LTG}l 752v- Oro- 0o`{'- TY OF ED 1(D' SIDS BUILD G )EPARTMENT WORK �' ADDRESS OWNER APPROVED DATE: BLDG. OFFICIAL PERMIT NU jr`_, - t- _ _ 7 ' Lh1aSGa.PE wa.u-5 Lam_ / Eck t r ti I zg��v wAy� EX . H USE I '� q MUST a a GM 4N PLA TIME ON q° (0 25, r4 ION INSP TIO p> 1 FOUN SITE FLAN N1� -^ter I I �c.yy ^5 NORTH-� 00r2ef- Z� a F 4 RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a I' v I g2cmoDEL E TNzS— 1 5 E E ELE�/�41� ° a P,4,� E- Cc /60G'- 411 IDv_Q I i? P.�^��y� G It~I+ �--r�'��<a� yf�7�/i1.1 MA'1- Ht ALIT D = I z5 �JH .r-�Pav_ BUTLDING HEIGHT CHECK SI T SHALL BE SET UP FOR 4 n — r /b,� • TRAN INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. I Iw � o 1 F REC V t, D -APR 0 6 2a DEVELOPMENT SERVICES CT1. CITY OF EDMONDS RENCE'. �I Y A) .ONEQf11S1tT: F(r � /3ETC8Kn /f SIDS. 1- REAR OTHER HEIGHT. ALL NEW, EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY AND/OR SERVICE SHALL BE PLACED UNDERGROUND EFFECTIVE 7-1-9 f=R0.JF.GT DATA s � � BY CA- oo- oT OWNER: PAUL 8 LIZ GILBERT ADDRC55: �'i25 - 1beTH PLACE 5Y4 PHONE - SITE: SAMIE AS Ar30`r E ZONING: 55 12 AS5E55OR'S TAX ID#-'520-000-004-0002 LEGAL DESC: :-•2_= 1 MAINES 'r'OINT, NE 1/4 SEG -1 TYNP 2-7N RGE 4E, Y`lM CITY OF E17MON05 COUNTY: JURISDICTION: CITY OF EDMOND5 CONSTRUCTION TYPE: V N OCCUPANCY: R 3/ U 1 GARAGE PROJECT OE5CRIPTION: NEYV 2 5TORY ADDITION AND MISG YARD WORK __ 40. CV A requat tion, variance or other administrative deviation (hereinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. PROJECT AREA 5Q PT r':>=N TOTAL FIRST FL 453 Z � `1` 2 &S% SECOND FL 406 a Z G / yj - fi�( _ ^�;�! 323a WFA-7F7-) LIVING SPACE TOTAL Vc�5Y GARAGE +�� 7(. NON -HEAT 5P 44 VY GOV PORCH 6 6 NON-I4EATED / MISG TOTAL 10 Gt. LOT COVERAGE 50 FT LOT AREA Approx 25,g04 MAX PERGENT COVERAGE 350/0 MAX COVERAGE AREA g066 PROPOSED COVERAGE 3-766 PROPOSED PERCENTAGE 14.54% 11 .,-r r al r. NFN EXISTING TOTAL HOUSE 420 22g8 2,715 GARAGE gib q76 GOV PORCH b bb -72 I TOTAL PROP05i=D COVERAGE 3�b6 HEIGHT LIMIT CALCULATION I NO CHANGE TO F-XISTING: SEE DIAGRAM P t' T E L_F_VAV ark PA-d-6 Co WSEG 199i ZONE 1 -METHOD: CHAPTER 6 HEAT SYSTEM: EX. GAS FORGED AIR TAE LE 6 - 2 4V MEDIUM CHAPTER 6 PRESCRIPTIVE REQUIREMENTS - YNIN MIN U: 0.65 MAX % 21 DOOR MIN U: 0.40 MIN AFUE > 0.73 CEILING R-30 VAULT R-30 WALL R-1q BELOW GR. R-1q FLOOR R-1q SLAB EDGE R-10 GHAPTER 6 GLAZING GALGULATiON HEATED FLOOR AREA 55q•0 PROPOSED GLAZED AREA 66.0 21% MAX PROPOSED: I.7% 5EE PAGE 3 OYIt �.aGiND o z 0 W :z w r Y z U w fr a _ U_ U} O CD a W LL CD 00 d)Cr 0. z o J K w ~ W v � Z n f--i a cn z Ul A c O Z ID o W U G CL a W Cc C3 N W � JU a Q - n v d) a a � r o Vi w r w V• Q. .7 z 3.2�_c�a REVIeICN` &ENERAL NOTES THE-GONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR ACCURACY AND COMPATIBILITY W1TH THE PLANS AND SPECIFICATIONS PR10R TO CONSTRUCT ION. 517E GONDIT10N5 INCLUDE SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND, IF APPLICABLE, THE DIMENSIONS OF EXISTING S T RUG T URE5 AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PROMPTLY, PRIOR TO CO NSTRUGTION, OF ANY 0I56REPANGIES, _/AMBIGUITIE5, OR OM1551CN5 IN THE PLANS. WRITTEN DIMENSIONS TAKE PRELEDE1NGE OVER DRAYNING SCALE. DETAILS TAKE PREGEDENGE OVER LAN d ELF`/A-7ON VIEWS. ALL %4GRKMANSHIP, MATERIALS AND INS T ALLED F'RODUGT5 SHALL MEEr1 OR EXr- 7 T HE AGGE� INDUSTRY STANDARDS AND SHALL MEr`T OR EXCEED THE MINIMUM REQUIRE-MENTS OF THE U.B.G., N.S.E.G., N.E-c.-, U.P.G., U.M.G. AND ALL APPLICABLE LOCAL GODES, WHICH TAKE PRECEDENCE OVER NOTES, 5P-CIFICATIONS AND DRAWINGS. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES ! THE PLANS, THE PLOT PLAN WA5 DRAWN FROM 0ENERAL 51TE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFE55iONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING 5c fBAGIC5 OR SHALL, AT H15 DISCRETION, RE/-xUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE eETBAGKS AND/OR OTHER ZONING RESTRICTIONS. T HE G :NTRAGTOR SHALL- SECURE ALL NECESSARY PERMITS AND INSr";GTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISION5 OR ADDED REaUIREMENT5 REOUESTED F3Y THE BUILDING OFFICIAL HAVING JURISDIGTiON. :THE CONTRACTOR SHALL VERIFY 5iZE AND LOCATION OF ALL REQUIRED OPENIN65 IN FLOORS, Y,iALLS AND ROOF WITH F'FOPOS—aD MECHANICAL, PLUMBING AND ELEC T RIGAL WORK. PRE- FALRIGATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATION5. GENERAL CONSTRUCTION )NIFC'RM ?3UiLDING CODE 1Gcl7EDIT1ON t AMENDMENTS A. SITE CONDITIONS AND SITE ^ORK �i !F SO?:- CONDITIONS r�NCOUNTER© UPON EXG.AVA TION DIFFER FROM T HE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS," OR IF aXCESSIVE GROUND WATER IS PRE5ENT, CONTACT THi5 OFFICE BEFORE PROGEETDING. ALL FOOTING; SHALL BE PI -AGED BELOW THE FROST LINE AND 1SHALL_ BEAR ON UNDIS T URBEID, NATIVE SOIL. t! DC NOT SAGKFiLL UNTIL WALLS HAVE BEEN ADEOUATEL Y BRAGED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE- SACKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE- C= ORGANIC MAT ERiALS. i INSTALL 4 !NGH 0 PERFORATED PERIMETER DRAINS IN 1 GU. FT. OF DRAIN GRAVEL PER LINEAL. FT. AND PROVIDE SEPARATE DOWNSPOUT AND 5EALJ SURFACE DRAINAGE AND/GR RETENTION AS REOUIREr SY LOCAL CODE. B. CONCRETE ZGENTER ALL P05T FOOTIN65 UNL S NOTED AND P¢OVIOE 1 INCH PLINTHS AT SLAS5, 8 INCH PLINTHS AT EXPOS^rD EARTH (6 INCH IF POST 15 PRESSURE TREATED), AND NSTALL SILL PLATES AT LEA T 6 INGHES ABOVE ADJACENT FINISHED GRADE. DAMP- PRCOF BASEMENT FOUNDATION WALLS WITH 2 GOATS OF ASPHALT EMULSION UNLE.55 A WATERPROOFING SYSTEM 15 SPECIFIED IN THE PLANS. INSTALL STEEL REINFORCING PER A.G.1- STANDARD , FAGTIGE. SPLICE GORNER AND CONTINUOUS BARS WITH A MINIMUM OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3 INCHES TO EARTH, 2 INCHES T O WEATHER, 1 INCH TO OTHER. EYBED ,ANCHOR BOLTS A MINIMUM OF 7 INCHES UNL 55 OTHERYNISE NOTED IN THE PLANS. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT IMPOSE LOA175 ON NEW OR EXISTING BASEMENT OR RETAINING WALLS UNLESS SPEGiFiGALLY OE T AILS IN THE PLANS. G. METAL CONNECTORS ALL METAL CONNEG TORS SHALL BE "SIMFSON" OR AN I-G.B.O. APPROVED EOUIVALEINT. FRAME NAILING SHALL COMPLY WITH U.S.G. TABLE Z341-e-i UNLE55 NOTED OTHERWISE ON FRAMING PLANS OR 5HEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. USE GUT WAGHER5 AT 50L T ED CONNECTION5. CONNEGTCRS EXPOSED TO WEA T HER SHALL BE GALVANIZED OR HAVE AN APPROVED R E S U B COATING. ROOFING SHALL SE FAS T ENEEJ WITH GORRO5ICN-RE5i5TANT FASTENERS. Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT D. LUMBER AND FRAMING FRAMING LUMBER: K.D. TO 1q% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.l.B. OR W.W.P.A. AS APPLICABLE. PROVIDE GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND DESIGN LOAD CHART. SILL PLATES, DECK SUB-5-i-RUCTURES, FOST5 AND BEAMS EXPOSED TO WEATHER AND WOOD IN CONTACT WITH GONGRE i c SHALL BE PRE55URE TREA=j . WITH AN APPROVED PRESERVATIVE, I COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOT T OM TO A55URE AGAINST UPLIFT AND D I SPLAGE4M ENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JO15 T 5 PER U.B.G. 2306.7 AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT GONINEGTION5 AND 5 T IFFENER5 ARE INSTALLED. PROVIDE A MINIMUM JOIST BEARING OF 1-1/2 INGHE5 ON WOOD ANDS INCHES ON GONGRETE- MUL T i 2X SUiL T -UP BEAMS SHALL BE SPIKED T06E7HER. UNLE55 NOTED, USE 10d NAILS ®12 INCHES G.G. STAGG`cRED. SOLID BLOCK YV 2X AT MIDPOINT OF STUDS OVER 10 FT., BELOW BEARING PARTITIONS PERPENDICULAR TO J015T5, AND BETWEEN JOISTS AND RAFTERS AT �L SUPPORTS BEAMS. �! WOOD ENTERING MASONRY OR CONCRETE SHALL HAVE 1/2 INCHES NET AIR5PAGE AT TOP, SIDES AND END. l DOUBLE JOISTS UNDER PARALLEL WALLS AND PARTITIONS. F#RESTOP AND DRAFTSTOF TO GUT OFF ALL CONGEALED HORIZONTAL AND VE,RT1GAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVAL'S HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDS OF 5TAIRS, AND AT STUDS NEXT TO BATHTUBS. GLU-L AM BEAMS SHALL BEAR AN A.I.T.G. INSPEG T 1ON STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. PLYY4000 AND DLAPHRAM NAILING ALL PLYWOOD FOR 5 TRUGTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD AS50GIATION, (A.P.A.) AND NAIL PER U.B.G. TABLE \, UNLESS NOTED OTHERWISE ON PLANS. 23-ff- 0-1 �[ PROVIDE DIAPHRAM SHEATHING AS FOLLONS:U.iap• FLOOR- 3/4 INCHES T46 UOLX PLYWOOD WITH EXTERIOR GLUE PANEL INDEK 32/16, GLUE TO JOISTS. ROOF: 15.'32 INCHES G-D INT PLYWOOD WITH Ex` r- IOR GLUE, PANEL INDEX 24/0. PLYWOOD F, VENTILATION AND ACGE55 VENTILATE GRAWL SPACES AND OVERHANGING FLOORS WITH 5GRE.-'-'1ED OPENINGS > I �ETr 2c SO. FT I. FOR EACH 150 SQ- F1-. OF UNDER FLOOR AREA- 015TR15UTE OPENIN65 APPROXIMATELY EOUALLY ALONG THE LEND TH OF AT LEAST TWO ZOPPOSITE SIDES AND COVER WITH I/4 INCH CORRO510N-RESTS T ANT WIRE MESH. VENTILATYE ATIG SPACE-5 WITH GROSS VENTILATION EC*UAL TO 1/150TH OF THE AT T IG AREA, EXCEPT THE AREA MAY BE 1/3007H, PROVIDED AT LEAS T 50% OF THE REQUIRED VENT AREA IS 3 FT. ABOVE EAVES WITH 50% OF THE REOUIRED VENT AREA IN THE EAVES. t JET FEE A`IZ -A, i PROVIDE AN AGGE55-5LE AT T iG ACCESS FANEL ., 22 INCHES X 30 INCHES MIN., WHEN A CLEAR HEIGHT OF 30 INCHES EXISTS FROM THE TOP OF THE CEILING -OIST5 TO THE ROOF SHEATHING. INEATHER57RIP THE PANEL AND PROVOE A 2X WOGDEN INSULATION RE T AINEF AROUND OPENING. �] PROVIDE AN 18 INCH X 24 INCH CRAWL SPACE ACCESS TO UNDER FLOOR AREAS AND PROVIDE AN EARTH RETAINER IF REQUIRED BY ADJACENT GRADE G SAFETY GLAZING TEMPERED SAFETY GLASS SHALL BE NSTALLED IN ALL HAZARDOUS LOCATIONS INCLUDING AREAS SUBLEGT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24 INCH ARC OF A DOOR EDGE (CLOSET?), GLA F AREAS / 4 SQ- F T . WHEN LESS THAN 16 INCHES ABOVE A FINISH FLOOR OR WALKING SURFACE AND A5 OE3CRISED PER U.B.G. Z406,4 H. ELECTRICAL ELP G RIGAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADE.^xUAGY OF EXISTING AND PROPOSED ELEGTRIGAL 5ERVIGE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PEF N.E.G., 5 T ATE ELECTRICAL CODE, STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPEGiFIGATIONS FOR PROPOSED PRODUG T 5, APPLIANCES AND EOUIPMENT. i, J-IEGHANIG,4L DUCTING SHALL MEET U.M.G. STANDARDS, AND SYS TEMS ARE TO BE 5ALANGED. GONTRAG T OR SHALL PROVIDE MECHANICAL DUCTING DIA61RAM5 FOR ARCHITECTS REVIEW, EQUIPMENT SIZING AND EAT -LOSS CALCULATIONS, ALONG WITH MANUFACTURER'S DATA ON EQUIPMENT EFFfCIENGY. BATHROOMS, LAUNDRY, KITCHENS, AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST IN INSULATED, RIGID DUCTING TO ESCTERIOR, WITH BAGKDRAFT DAMPER, CAPABLE OF 5 AIR GHANGE5 PER HOUR. SEE ENERGY d INDOOR AIR OUALITY NOTES FOR FAN VOLUME AND SCNE RATINGS. DUCTS SHALL BE SIZED APPROPRIATELY FOR FAN EXHAUST GAPAB ILITY. WARM AIR FURNACE OR GAS HOT WATER TANKS SHALL NOT BE INSTALLED UNDER STAIRS, SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 6A5 APPLIANCES IN GARAGE SHALL BE ON AN 18 INCH HIGH PLATFORM. CI AR DUCTS PENETRATING GARACE/DWELLING SEPARATION SHALL SE 26 GAUGE MIN. OR SHALL HAVE APPROVED DAMPERS. J. PLUMEING PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENT5 PER U.P.G- C! HOT WATER T ANKS C-HALL BE 5iZED BY INDUSTRY 57DS FOR PROPOSED U5E, AND LABELED NA.EGA APPROVED.' ;1 PROVIDE SEISMIC STRAPS AND P R.V. AT HOT WATER TANKS- K. GARAGE/ DWELLING SEPARATION TJ GARAGE/DWE! LING SEPARATION SHALL CONSIST OF FIRETAPED 5/8 INCH G.W.B. TYPE-X APPLIED TO ALL GARAGi- SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND GRAYVL 5PAGE5. �J STRUCTURAL SUPPORTS AND WALLS, INCLUDING POSTS, JOI5T5 AND SEAMS IN THE GARAGE WHIGH SUF'PCRT A HABITABLE SPACE, SHALL BE WRAPPED WITH 5/5 INCH G,W.B. TYPE X AND FiRETAPED. C! AIR OUGT5 FENETRATNG THE SEPARATION 5HALL BE 26 GA. OR HAVE APPROVED DAMPE.RS- J DOORS FROM GAiZNGE TO DWELLING SHALL SE 1-3/5 INCH MIN. SOLIT, GORE, TIGHT FITTING AND 5EL F-GLO5iNG. L- STAIRS PROVIDE A STAIRY4.Ar ,NIDTH OF 36 INCHES MINIMUM, RISER HEIGHT OF 3 NLc HES MAXIMUM, TREAD LENGTH 9 INCHES MINIMUM, .,11D A 3/8 INCH MAXIMUM / VARIATION. J STAIRWAYS LE55 T H,,N 44 INCHES IN WIDTIH MAY HAVE ONE HANDRAIL UNLESS EOTH SOF-5 ARE OPEN. J6 RAILS SHALL BE 34 NGHES TO Be) INCHES OFF N05iN65 AND SPACED 1-1/2 INCHES MIN. OFF WALL WITH A 1-1/2 INCH TO 2 INCH DIAMETER GROSS GG-n SMOOTH GRASP, AND A NEiNEL OR RETURN AT ENDS. PROVIDE 80 INCHES MIN. CLEAR HEADROOM ABOVE STAIR NGSING5. ENCLOSED USABLE E',PACE UNDER 5TAiRS SHALL HAVE 5/8 INCH 6,W.5. TYPE-X, FIRETAPEJ ON WALL5 AND CEILING. M. GUARDRAILS PROVIDE 3b INGH HIGH GUARDRAILS FOR AREAS 30 INCHES ABOVE GRAZE OR ADJACENT FLOORS, AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 HAT A 4 INCH SPHERE CANNOT PASS THROUGH, EXCEPT AT TRIANGLES CREATED BY TREADS AND RISERS WHIGH MAY EE b INCHES MAXIMUM. N. BATH SAFETY --J HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY &LASS. MINIMUM THICKNESS: 1/3 INCH TEMPERED, 1/4 INCH. LAMINATED AND MEE I U.B.G. 5-rANDA2:7S• C! FLOOR TILE AT SHO HERS AND Y4 T AREAS SHALL BE SKID -RESISTANT. C� PROVIDE SECURE BLOCKING FOR ALL GRAB EAR5 PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. O. MOISTURE CONTROL rl SHOWERS SHALL HAVE AN APPROVED, HARD, SMOOTH, AND I"iATER RSIS T ANT SURFACE TO A HEIGHT OF 70 INCHES ABOVE DRAIN INLET. PROVIDE W.P. BOARD OR GLA55 MESH MORTAR UNITS BEHIND TILE AT SHOWER SUTRROUN05. TILE 5HOWEFS WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TE5TE7 FOR 12 HRS. PROVIDE MILDEW RESISTANT CAULK AT ALL 71LE ACCE55ORIE5. P SMOKE DETECTORS ZSMC'KEDETE=R5 UJI3j0-g-1-a SHALL BE INS T ALL ED PER MANUFACTURER'S RECOMMENDATIONS, MOUNTED ON THE GE!LING OR WALL CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEFARATE SLEEPING AREA AND IN EAGH SLEEFING AREA. WHERE AN AGGF✓5 CORRIDOR OPENS INTO A ROOM WITH A CEILING 24 INCHES HIGHER THAN THE CORRIDOR A SMOKE DETECTOR SHALL BE PLACED IN EAGH. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A DETECTOR SHALL BE INS T ALLED ON EACH S TORY AND IN THE BASEMENT. IN SPLIT LEVEL STKUGTURE5, PROVIDE DETECTORS ON UPPER LEVEL, UNLESS 5LEEFIN6 ROOM5 ARE LOCATED ON LOWER LEVEL, THEN DE TEG T ORS ARE RE.rxUIFED ON BOTH LEVELS IN CLOSE PROXIMITY TO THE STAIRWAY. ALL DETI=GTOR5 SHALL BE AUDIBLE IN SLEEPING ROOMS. J- SMOKE DETECTORS IN NEN S0N5TRUGTICN SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A 015CONNECT SWITCH OTHER THAN FOR OVERGURRENT PROTECTION AND SHALL }HAVE A BACK-UP BATTERY THAT EMITS A SIGNAL WHEN THE BATTERY IS LOW. REMODELED OR ALTERED EXISTING BUILDINGS MAY HAVE BATTERY ONLY OPERATED SMOKE DETEST OR5. 0. SECURITY Cl PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH MINIMUM 1/2 INCH THROW DEAD BOLTS. J PROVIDE AN OBSERVATION PORT @ 54 INCHES TO (56 INCHES OFF FLOOR AT UNOLA= ENTRIES. ZR�/ EMERGENCY EGRESS r EVERY 5LEEPING ROOM AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTERIOR OR A MINIMUM OF ONE WINDOW WHICH MEETS THE FOLLOWING REQUIREMENT5: MAXIMUM SILL HEIGHT OF 44 INCHES, NET CLEAR OPENING AREA OF 5.7. FT., MIN. CLEAR HEIGHT OF 24 INCHES, MIN. CLEAR WIDTH OF 20 INCHES AND SHALL BE OPERABLE FROM THE NSiDE ,,NITHOUT SPECIAL TOOLS CR KNOWLEDGE. 5. TRUSSES C! F'RE-FABRICATE") TRUSSES SHALL BE DESIGNED BY ;n WASHING TON 5 ATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE INITH THE PLAN REO'MTS. SUBMIT GOMPLE'iE SHOP DRAYNINC-5 WITH E'IGINEER'S SEAL, FOR APPROVAL, PRIOR TO FABRICATION. Ti-.Ue-iEs MUST BE STAMPED 5Y AN APPROVED i•fr-2�FACT URER OR BY A QUALITY CONTROL AG _'NG .`--UCH AS THE WASHING TON WOOD TRUES FABRIGATORS GOUNGIL- ZD CONTRACTOR SHALL VERIFY EXACT 5PAN5 PR!CR TO FABRICATION. T.J APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. PROVIDE LA i ERAL BRACING AS NOTED 5Y TRUS5 MANUFACTURER. NCN-BEARING PARTITIONS SHALL SE HELD DOVNN AND CONNEG l , TO TRUSSi S WITH 5iMP5ON 5TG _ FAST ENER5. J TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH THE MANUFAG T UREQ'S SPEGI FIGATIONS. T, 5KYLIGHT5 - _! GLAZING SHA BE INSULAT'EO, -17-MFERED GL455 (TOP), LAMINATEi7 GLASS (BOTTOM) AND -1/52 INCHES THICK MINIMUM. CJ PROVIDE A 4 INCH CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM, 5 T EP FLASH SIDS. UNIT SHALL HAVE A CONDENSATION GUTTER AT LOVAER END. INSTALL PER MANUFACTURER'S INS T RUG T IONS, FINISH AND FLARE WELL TO CEILING PER PLANS. N/,-OL1. ,d 11r3L t?oHe U. FACTORY -BUILT FIREPLAGES a STOVES E:::) UNITS SHALL 5E U.L. LISTED, I.G.B.O. APPROVE% AND INSTALLED PER MANUFACTURER'S _ RECOMMENDATIONS AND REQUIRED CLEARANCES. ZD UNITS SHALL HAVE TIGHT -FITTING GLASS OR METAL DOORS, READILY AGGE.551BLE CONTROLS TO A TIGHT FITTING FLUE DAMPER, b INCH 0 OUTSIDE COMBUSTION AIR DUCT TO FIRE BOX, AND A 3/5 INCH THICK (MIN.) NON-COMBUSTIBLE HEARTH EXTENSION THAT 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. Cl PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND W.A.B.O. STANDARDS FOR IN5 T 6,L ATION OF SOLID FUEL BURNING APPLIANCES. Cj FIREPLACES WITH GAS LOGS SiHALI_ BE INSTALLED PER U.M.C. V. MA50NRY FIREPLACES l GHIMNEY5 J CHIMNEY SHALL NOT SUPPORT ANY 5 T RUGTURAL WWD EIGHT OTHER THAN IT5 ON UNLESS 50 E5iGNED. _ _J PROVIDE READILY AGCESS!BLE CONTROLS TO A 716HT FITTING FLUE DAMPER, & INCH 0 OUTSIDDE _ G0M5U5TION AIR DUG I- TO FRONT OF FIRE SOX. J MAXIMUM TEMPERATURE-5, FLUE LINING, FLJE SiZING-, TERMINATION HEIGHT AND GLEARANGF5 TO COMBUSTIBLES SHALL COMPLY WITH U.B.G. J 5E!5MIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER U.B.G. 31oz,+ 3 TJ CLEARANCE TO GOMEU5 T IBLE MATERIAL: 2 INCHES FROM F.P. SMOKE CHAMBER AND CHIMNEY WALLS, 8 INCHES FROM F.F. OPENING, AND GOMBU575LE MATERIAL WITHIN 12 INCHES OF OFENING SHALL NOT PROJECT MORE THAN 1/8 INCH PER EACH NCH OF _ CLEARANCE FROM OPENING. HEARTH SHALL BE 4 INCHES (MIN.) THICK NON- COMBUSTIBLE MATERIAL. J HEARTH EXTENSIONS SHALL EXTEND 16 INCHES FROM THE FRONT OF AND 6 INCHES BEYOND THE SIDES OF THE F.P. OPENING. IF THE OPENING 15 GREA TER THAN 6 SO. FT., THE HEARTH EXTENSION SHALL EXTEND 20 INCHES IN FRONT OF AND 12 INCHES BEYOND THE SIDES OF THE OPENING. THE HEARTH EXTENSION SHALL 5E NON COMBUSTIBLE AND READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. TIGHTLY FITTING 6LA55 CR METAL DOORS, OR FLUE DRAFT INDUCTION FAN OR AS APPROVED FOR MINIMIZING BACK DRAFTING. Cl FIREPLACES WITH GAS LOGS SHALL BE INSTALLED N ACCORDANCE WITH THE U.M.G. zUSE OF 00GUMENT5 THESE ORAAN65 ARE INSTRUMENTS OF SERVIGE AND ARE THE PROPERTY OF THE ARCHITECT, PROTEGTrD UNDER COMMON LAW, 5TA.TUT0RY A.ND OTHER RESERVED R16HT5, INCLUDING COPYRIGHT. REPRODUCTION OR USE OF 7HE5E SERVICE DOCUMENTS BEYOND THE 5GOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRI T1NG FROM THE ARCHITECT. Z i�SSIGN LOADS UNIFORM BUILDING GCOE 14c7i EDITION LIVE LOADS FLOOR 40 PSF, ROOF 25 PS'F, AT T IG 15 PSF, STAIRS 100 F'SF, DECKS 10 PSF, 5ALGONIE5 60 P5F SEiSMIG ZONE: 3, BASIC WIN0SPc.-.57-: 80 MPH, EXPOSURE . C 'SEE �Titi C,�{E!) 1,4-7F9,4t CA-t-CS BOIL BEARING CAPACITY ASSUMED AT 2000 P5F UNLESS NOTED OTHERWISE IN PLANS CR SOIL_. REFORT. EARTH PRESSURE ASSUMED AT 60 FCF E.OUIVALENT FLUID PRESSURE FOR BASEMENT MALLS 4 30 PGr FOR CANTILEVER RETAINING VIAL-15. GON GR ETE MINIMUM COMPFESSiVE STRENG H: 2500 PSI AT 28 DAYS. 5 SACK CEMENT PER GU/YO, MAX. 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 INCHES, MAXIMUM AGGREGATE SIZE 1-1/2 INCHES. EXTERIOR 5LAB5 d WALKS AIR ENTRAINED (5%). REINFGRONG STEEL A5 T M A-615 GRADE 40 FRAMING LUMBER SFGGIESd GRADE UNLESS NOTED OTHERWi5E IN PLANS PLA7E5 d SILLS HF #2 (P.T. @ GONG) 5 T UD5 HF '5TUD GRADE' JOISTS 4 RAFTERS HF #2 POSTS, BEAMS b HEADERS 'r{F 41 GLU-LAM SEAMS (SIMPLE SPAN) 24F-V4 GLU-LAM BEAMS (CANTILEVER) 24F-VS DECK JOIST 5 P.T. HF 42 DECK BEAMS P.T. HF 41 METAL CONNECTORS "SiMFSON" BRAND OR AN I.G.B.O. EGUSVALENT MASONRY MORTAR: TYPE S, 1 PC, 1/2 LIME PU T Y, 4 SAND STEEL: GRADE 40 w v w A V, to tu n d) w K Q Q W } O ZO s S U v� z° Ul Q Ul 0 LU v� = z O wI Q m Q J O m Q�J15iON5 V.i.A.a. ,gr7, WASH. STATE VENTILATION AND INDOOR AIR OUALI7'' --ADMINI57RATiON CHAPTER 1 101.3.1 ADDITIONS, ALTERATIONS, OR REPAIRS TO ExiS T 1NG BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE BUILDING COMPLY, PROVIDED THAT THE NEW ADDITIONS, ALTERATIONS, OR REF7AIRS Gv^NFCRM T O THE CODE. 5XGEP7T10N5: 1. ADDITIONS THAT DO NOT INCLUDE KITCHENS, BATHROOMS, WA I' GR CLOSETS, INDOOR SiNIMMING FOCI 5, SFAS AND OTHER AREAS WHE.':ZE EXCESS WATER VAPORS ARE PRODUCED AND ARE LE55 THAN 500 50 FT ARE EXEMPT _ FROM CHAPTER 3. 2. ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS WHICH DO NOT RE^xUIRE FOUNDATIONS, GRAYNISPACES, SLABS OR BASEMENTS 5HA-L NOT BE REQUIRED TO MEET THE REOUIREMENTS OF CHAPTER 5 FOR RADON PROTECTION. DESIGN CONDITIONS CHAPTER 3 302.2 MINIMUM VENTILATION PERFORMANCE: EACH DWELLING UNIT OR 6UE5T ROOM SHALL BE EQUIPPED WITH SOURCE Sr EGIFtG AND WHOLE HOUSE VENNTLATION SYSTEMS DESI6NE17 AND INS T AL = TO SATISFY THE VENTILATION RE.OUIREMENTS OF THIS CHAPI'EF1 302.2.1 SOURCE SPECIFIC VENTILATION: SOURCE SPECiFIG EXHAUST VENTILATION SHALL BE REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY FACILITY, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR 15 PRODUCED. THE MINIMUM SOURCE SPECIFIC VENTILATION ION EFFEG ,1VE EXHAUST CAPACITY SHALL BE NOT LESS THEN LEVELS SPE ;;FiED IN TABLE 3-1, 302.2.2 WHOLE HOUSE VENTILATION SYSTEMS: EACH DIAIELLNG UNIT SHALL BE EGUIF P WITH A WHOLE HOUSE VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING AT LEAST 0.31 AIR CHANGES FFER HOUR, BUT NOT LESS THAN 15 GUBIG FE-EI PER MINUTE PER BEDROOM PLUS AN ADDITIONAL 15 CIJSIG FEET PER M1NU-TE. WHOLE HOUSE VENTILATION SYS T 1<M5 SHALL BE DESIGNED TO LIMIT VENTILATION TO A LEVEL NO GREATER THAN 0.5 AIR CHANGES PER HOUR UNDEF NORMAL OPERATION GCNOMCNS. WHCLE HOUSE VENTILATION SYSTEMS SHALL SUPPLY OUTDOOR AIR TO ALL HABITABLE ROOMS THROUGH INDIVIDUAL OUTDOOR AIR INLETS, FORCED -AIR HEATING SYS T E',f, JUGi'iNG OR E xU;VALENT MEANS. DOORS AND OPERABLE LITEs IN WINDCVS ARE DEEMED NCT TO MEET THE OUTDOOR AIR SUPPLY INTAKE REC3NUIRFMENTS. 302.3.1 SOURCE SPECIFIC VENTILATION SYSTEMS: SOURCE SFEGiFiG VENTILATION SYSTEMS SHALI BE r.^.NTROI I BY MANUAL SWITCHE5, OEHUMIDIS T ATS, TIMERS, OR OTHER APPROVED MEANS. 302.3.2 INTERMITTENTLY OPERATED WHCLE HOUSE VEN77LATICN SYSTEMS: THE INTERMiTI"ENTLY OFERATE_7 WHOLE HOUSE VENTILATION SYSTEMS SHALL BE GOtNSTRUr=- TO HAVE THE GAPA&L1TY FOR CONTINUOUS OPERATION, AND SHALL HAVE A MANUAL CONTROL AND AN AUTOMATIC CONTROL, SUCH A5 A GLOGK TIMER. 302.4 NCI E: WHOLE HOUSE 'FT� ANS LOGATFOUR FEE, OR LE55 FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. REMOTELY MOUNTED FANS SHALL BE AGOUSTIGALL Y !SC LATED FROM THE STRUCTURAL ELEMENT S OF THE SUILrJING AND FRCM ATTACHED OUC7 WORK USING INSULA i ETA FLEXIBLE DUCT OR OTHER APPROVED MATERIAL. 302.5 VENTILATION DUG, S: ALL DUCTS SHALL TERMINATE OUTSIDE THE SUILOING. EXHAUST DUG75 IN SYSTEMS V`iHIGH ARE DESIGNED TO OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUETS IN UNCONDITIONED SPACES SHALL BE INSULATED 1-0 A MINIMUM OF R-4. ALL. 5UPPL7DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. 302.6 CUTDOOR AIR: A MECHANICAL 5Y5 ITEM SHALL SUPPLY OUT17COR AIR AS REC•U1RED IN 5EGTICN 302-2.2. THE MECHANICAL 5Y5TEM MAY CONSi5 T OF EXHAUST FANS, SUPPLY FANS, OR BOTH. 02.6.1 OUTDOOR AIR INLE75: INLETS SHALL BE SCREENED OR OTHERyNISE PROTECTED FROM ENTRY BY INSECTS, LEAVES, OR OTHER MATERIAL. OUTDOOR AIR INLET 5 SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: A. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET 15 3 FEE 1 ABOVE THE OUTDOOR AIR INLET. S. WHERE IT WILL PICK UP CB.JEGTONABLE 00CR5, FL;MES OR FLAMMABLE VAPORS. G. A HAZARDOUS OR UNSANITARY LOCATION. D. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. E_ GL05ER THAN 10 FED 11 FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLE55 THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR NNLET. F. ATTIC, CRAWL SPACES OR GARAGES. 302.b.2 INDIVIDUAL ROOM OUTDOOR AIR INLETS: INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL HAVE A CONTROLLABLE AND SECURE CFE?NING AND BE RESU HAN FFOURo50UARE INCHES AND TESTED BYF A TOTAL OFENINO AREA OF OA LcS� Aug 17 2024TIONALLY REr06NizEO STANDARD OR APPROVED CITY OF EDMONDSGENCY AND LOCATED TO AVOID DRAFT S. DEVELOPMENT SERVICES DEPARTMENT 302.6.4 DISTRIBUTION: OUTDOCR AIR SHALL BE 015TRIBUTE0 70 EACH HABITABLE ROOM BY INDIVIDUAL INLETS, SEPARATE DUCT SYSTEMS, OR A FORGED -AIR SYSTEM. WHEEZE OUTDOOR AIR SUPPLIES ARE SEFARA T E7 FROM EXHAUS T POINTS By DCCRS, P'QOVISICNS SHALL BE MADE TO ENSURE AIR FLOW BY UNDERCUTTING DOORS, INSTALLATION OR 6RILLE5, TRANSOMS, OR SIMILAR MEANS WHERE PERMITTED SY THE UNIFORM BUILDING CODE. SCGTON 503 MECHANICAL VENTILATION CRITERIA 8 MINIMUM VENTILATION PRESCRIPTIVE RE.; UIREM'TS FOR ALL GROUP R OGCUPANCIES. 303.1 6ENERAL. THIS CHAPTER ES T ABLISHES MINIMUM PRESGRIPTVE DESIGN REOUIREMENT5 FOR INTERMITTENTLY OPERA= SY5TE',i5. GONTNUOUSLY OPERATED SYSTEMS SHALL COMPLY WITH SECTION 302, SYSTEM GHARAGTEFISTIG5 NOT ADDRESSED IN THE FOLLOWING SEG T IONS SHALL GOMf LY WiTH SEGTCN 302E A SYSTEM WHICH MEET, 5 THE RE^-UIREMENT OF THIS SECTION SHALL BE DEEMED TO 5A T ISFY THE REQUIREMENTS OF T1415 CHAPTER. 303.1.1 SOURCE SPECIFIC. EXHAUST FANS FRCVID;NG SOURCE SrEGIFIG VENTILATION SHALL HAVE MINIMUM FAN FLOW RATING NOT LESS THAN 50 GFM A 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES OR SIMILAR ROOMS AND 100 GFM AT 0.25 INCHES /' I1<R GAUGE FOR KITCHENS. MANUFAG7,UREr__1S' FAN FLOW RA77N65 SHALL BE DETERMINED AS PER HVI 916 (-Y 'UL1989) OR AMGA 210. 303.1.2 WHOLE HOUSE: WHOLE HOUSE VENTILATION SYSTEMS MAY GONSiS T OF WHOLE HOUSE EXHAUST, INTEGRATION WITH FORGED -AIR SYSTEM5 OF DEDICATED HEAT RECOVERY VENTILATION SYS T E.'rf5. WHCLE HOUSE EXHAUST SYSTEMS SHALL MEET THE FOLLOWING REQUIRE,# -TENTS: EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE FLOW RATING AT 0..z5 INCHES WATER GAUGE AS SPEC IFED IN TABLE 3,2 MANUFACTURER'S FAN FLOW RATING5 SHALL BE DETERMINED AS PER HVI 91b (DULY 1989) OR AMGA 210. TABLE 302 SHALL NOT BE USED FORD I 1 ING UNITS WITH MORE THAN FOUR (4) BEDROOMS. 303.2 SOURCE SPECIFIC AND WHOLE HOUSE EXHAUST DUCTS: EXHAUST DUCTS SHALL MEET ALL RECxU1REMENTS OF SECTION 302.5. DUCT DIAMETER LENGTH AND NUMBER OF ELBOWS SHALL NOT 5E L 55 THAN FOUR INCHE5 AND DUCT LENGTH SHALL NOT EXCEED LEVEL-5 SF` OFIED IN TABLE 3-5. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK. TABLE 3-1 MINIMUM SOURCE S`'EGIFIC VENTILATION CAPACITY REQUIREMENTS BA T HRCOMS KI7GHEV5 ENERGY NOTES W.S.)=.G. 14g7 EDITION ZSEG ; ION 101.3.2L1 ADDITICNS TO EXISTING BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE STRUGTURE COMPLY, PROVIDED THE NEW ADDITIONS _ CONFORM TO THE 1Qa7GODE. �I EXGEl-TION: NE N ADDITIONS LESS THAN 750 SC FT THAT DO NOT FULLY COMPLY SHALL BE APP¢OVE_. IF IMPROVEMENTS ARE MADE TO THE EXISTING CGGUPANGY TO COMPENSATE FOR ANY OEFIGIENGIE5 IN THE NE^4 ADDITION. EX M:pICR JOIN75 AROUND WINDOWS 4. DOOR FRAMES, OPENINGS BETNE=N WALL5 4 FOUNDATIONS, BET WEEN WALi5 AND ROOF, OPENINGS AT PENE T RATIONS OF UTILITY SERVICES T HRCUGH WALLS, ROOF AND FLOORS; AND OTHE.cZ SUCH OPENINGS IN THE BUILDING E4\/EL OPE, INCLUDING ACGE55 PANELS INTO UNHEATED SPAGE5, SHALL BE SEALED, CAULKED, 6A5KE 1 T OR NNEA T HER-5TRIPPd TO LIMIT AIR LEAKAGE. NEA THEIRS TRIP EXTERIOR 0CCR5 AND iJCCR5 ADJOINING UNHEATED SPACES. RECESSED LIGHT FIXTURES IN THE BUILDING ENVELOPE SHALL MEET ONE OF THE RECAUIREMENTS OF WSEG 502.4.4, PROVIDE VAPOR RETARDER < ONE PERM AT HEATED SIDE OF INSULATE? ASSEMBLIES, EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AT SHOWER CEILINGS, AND AT CEILINGS WITH GREATER THAN 12 INCH HIGH AVERAGE VENTED SPACE. USE FACE 5 T APLED KRAFT FACED BATTS PROVDE 6 MIL. 7LACK FoL`( GROUND COVER AT CRAWL SPACES. LAP .:DINTS 12 INCHES MINIMUM AND EXTEND TO THE FOUNDATION WALLS. I� INSULATE FLOORS, WALLS AND ROOF PER NOTES 7 AND PLAN5, INSULATE HOT AIR DUCTS IN NON -HEATED SPADES FER TABLE 5-11. W.S.E.C, INSULATE ALL WATER PIPES IN NON -CONDITIONED SPACES TO R-3 P41N. REG;RCULATING HOT WATER SYSTEMS TO BE INSULATED PER TABLE 5-1.2. Cl PROVIDE 2.66PM FLOW RESTRIGTOR5 AT SHOWERS. Cl WATER HEAT ERS SHALL MEET REO'MTS OF NAEGA d BE SO LABELED. a ELECT. H_W.T. IN NON -HEATED SPACES OR ON CONCRETE SHALL_ BE PLACED ON A NON - COMPRESSIBLE EURFACE INSULATED TO R-10. _i PROVIDE HVAG E ,r-JIPMENT SIZING, CONTROLS, AND DUCT BALANGINC• PER L^6EG 503.1-11_ WHEN APPROVED B't LDG. OFFICIAL, CHAPTER 6 HEAT SYS EEM5 MAY BF SIZED PER CHAPTER 17 PRESCRIPTIVE R'-.a'MTS, IN LIEU OF HEAT LOAD CALGULATION5. a COMBUSTION AP,';-!ANGES SHALL HAVE TIGHT FIT-i ;NG 6LA55 OR METAL_ DCCRS AND DIRECTLY GONNEG i ID OUT ::IDE COMBUST ION AIR. ASSREVIATIONS GENERAL d CON5TRUGT;ON ELECT d MECHANICAL WINDOW d DOOR CABINET d APF LIANGE. AB ANCHOR BOLT 61 6ALVANIZED IRON GAR COLD AIR RETURN GRILL BA BOTTOM AY`INING A6 APPLIANCE GARAGE ABV ABOVE 6L3 GLU-LAM BEAM CFM CUBIC FT PER MINUTE 35 BOTTOM 5LIDER AS ADJU5TABLE 5HELF AD.i ADJACENT 6WB GYPSUM MALL BD GO CLEAN OUT CU5 CUSTOM SHAPE B BASE CABINET BD BOARD HD HOLD DOWN DNV DOWNVENT CV CASEMENT (VENTING) BB BREAKFAST BAR BLK'6 BLOCKING HDR HEADER EBB ELECT BASE BOARD DID DEAD BOLT BD BASE DRAWER BM BEAM HT HEIGHT E5M ELECT METER DBL DOUBLE SH BASE HIGH (NO DRAWER) CANT CANTILEVER INT INTERIOR E5P ELECT SERVICE PANEL PH DOUBLE HUNG EB EDGE BAND GS CARRIAGE BOLT LAM LAMINATE EWH ELECT WALL HEATER EAG EXT ALUMINUM CLAD FBP FIN15H BACK PANEL CDR CEDAR L.1N LINEAL FAP FRESH AIR PORT EGR E6RE55 (MEET CODE) FE& FULL EXTENSION GLIDES G.1 CEILING JOIST MAX MAXIMUM FD FLOOR DRAIN FAP FRESH AIR PORT Fri' FIN FACE PANEL GL CENTER LINE MB MACHINE BOLT FL FLUORE5CENT FD FRrNCH DOOR FSP FIN 51OF PANEL GLR CLEAR MIN MINIMUM 6FI GROUND FAULT INTERUPT 5L GLASS 6D GARBAGE DISPOSAL COM COMMON NIG NOT IN CONTRACT 65L GAS SERVICE LINE HC HOLLOW CORE HG HOOD CABINET COMP COMPOSITION NT5 NOT TO 5CALE 65M GA5 SERVICE METER LAM LAMINATE H5P HAND5PRAY GONG CONCRETE Oh OVERALL H6 HOSE BIB LOW 'E' SLA55 COATING K5 K10K5PACE CONT CONTINUOUS OG ON CENTER HP HEAT PUMP O FIXED (5LIDER) LAV BATHROOM HAND SINK DIAM DIAMETER PBO PROVIDED BY OWNER HWT HOT WATr=R TANK PIG PICTURE WINDOW L5 LAZY 54JSAN EL ELEVATION PL PROPERTY LINE HWT HOT WATER TANK 5DR SLIDER MG MICROWAVE CABINET EX Ex15TING PT PRESSURE TREATED LoV LOW VOLTAGE 5C SOLID CORE MC MEDICINE GAB EXP EXPOSURE R15 ROD t SHELF L.PO LOCATE PER OWNER SD STORE DOOR Or- OVEN CABINET EXT EXTERIOR R5 ROUGH SAM OCA OUTSIDE COMBUSTION AIR 560 SLIDING GLASS DOOR RB RANGE BASE FID FILL IN DOOR 5W 5HFARWALL OH OVERHEAD SH 51146LE HUNG REF REFRIGERATOR FIN FINISH TI6 TONGUE d GROOVE PG PULL CHAIN 5L 5KYLITE ROS ROLL OUT 5HELVE5 FIW FILL IN NUNDOW TK T1GHT KNOT 5D SMOKE DETECTOR TS THERMAL BREAK 53 SINK BASE FJ FLOOR JOIST TPL TOP PLATE 55L 5ANITARY SEVER LINE TDL TRUE P;VIDED LITE TB TOYVEL BAR FL FLOOR LINE TY'4 TO WEATHER TL TIGHT LINE THR THRESHOLD TK TRIM KIT FOG FACE OF CONIC TYP TYPICAL UCL UNDER CABINET LIGHT T55 TEMPERED GLA55 TOT TILT OUT TRAY FOP FACE OF POST' VB VAPOR BARRIER U6 UNIUERGROUND 75L TEMP SEDELITE TP TOILET PAPER HOLDER FOS FACE OF STUDS v& VERTICAL GRAIN VTO VENT TO OUTSIDE TUL TEMP UPPER LITE UTL UTILITY FP FIREPLACE WI WROUGHT IRON YV5L WATER SERVICE LINE W5 WEATHER5TRIP W WALL. CABINET FT6 FGOThi5 WP WATER PROOF WSM WATM SERVICE METER _ X VENTING (SLIDER) YHC WALL CORNER CABINET INTF-RMI I 1 ENT OPERATING 50 G1=M 100GFM TABLE --2 NWOLE HOUSE EXHAUST FAN PRESCRIPTIVE REQUIREMENTS S=ROOMGFM MIN G�f MAX MODES USE: NUTONE BRAND KNZ0W ANI;7 EXTERIOR DOOR SGHEVULF. 2 OR LESS 50 75 L SCNE GFM ®0.25" WG 3 OR LESS 1 .5 63 GFM ATTENTION: THIS SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED AS PRODUCT ORDERING SPECIFICATIONS. 80 12O Q r_ 4 OR LESS 100 1�0 1.5 85 CFI 4 QT-130 • SEE WORD ABBREVIATION INDEX ON PAGE 1 PROVIDE HARDWARE d ACCESSORIES PER OWNER. 1.0 100 GFM • CODE LETTER = WINDOWS, CODE NUMBER = DOORS • PROVIDE WEATHERSTRIPPING FOR EXTERIOR DOORS. TABLE 3-3 PRESGRIPTiVE F-XHAU57 DUCT SIZING • ONLY THERMAL DOOR5 ARE LISTED BELOW. • PROVIDE SCREENS FOR VENTING WINDOWS AND SKYLIGHTS. Exhaust Fan Maximum Maximum • VERIFY SIZES AND QUANTITIE5 WITH PLANS. • PROVIDE MANUF. STD. MUNTIN GRILLS AS SHOWN ON ELEVATIONS. Max Maximum Max Tested G�=M Inch Flex Length Ft Smooth • SEE ELEVATIONS FOR VENTING 8 CUSTOM SHAPES. MANUF/ SUPPLIER SHALL PROVIDE GONTRAGTOR WITH ROUGH Length Ft Ebcw5 0.25 WG Diameter • SEE FLOOR PLAN FOR ACTIVE DOOR PANELS d 5WING. OPENING REQUIREMENTS AND IN5TALLAT!ON INSTRUCTIONS. Diameter CH. 10 GODS UNIT SIZE NO. WIDTH HEIGHT 5Q. in DESCRIPTION FRAME TYPE GLAS5 TYPE AIR5P. FEATURES U VAL 50 I 4 25 4 ' 70 f A 8/0 x 4/0 1 8.00 4.00 52.00 5L XOX WOOD 2 GL. CLEAR 1/4" + 0.63 50 5 90 5 100 3 8 2/b x 4/0 1 2.50 4.00 10.00 REUSE PH WOOD 2 GL. CLEAR 1/4" + 0.63 50 ra Over 100 6 r Over 100 3 G 2/6 x 4/0 1 2.50 4.00 10.00 REUSE DH - _ WOOD 2 GL. CLEAR 1/4" + 0.63 80 4 not allowed 4 20 3 D { 2/6 x 4/0 1 2.50 4.00 10.00 REUSE DID WOOD 2 GL. CLEAR 1/4" + 0.63 S0 5 15 5 I 100 3 E 8/0 x 4/0 1 8.00 4.00 32.00 5L XOX -- WOOD 2 GL. CLEAR 1/4" + EGRE55 0.63 6 ap 6 Over 100 3 F 2/6 x 4/0�j.2�30 4.00 10.00 DH WOOD 2 GL. CLEAR 1/4" + 0.63 100 5 not allowed + S 50 3 G 2/0 x 1/0 1.00 2.00 PIG -, - -- WOOD I 2 GL. CLEAR 1/4" +� 0.63 100 6 I 45 6 Over H 2/0 x 5/6 1 2.00 3.50 TOO REUSE PH - WOOD 2 GL. CLEAR 1/4" + j 0.63 I 100 3 125 b 15 6 Over 1 14" DIAM. 1 1.00 1.00 1.00 DOME SKYLT ALUM. DBL FLEX 0.5J � 100 3 125 7 , 70 i 7 I Over 100 I 3 J 14" DIAM, 1 1.00 1.00 1.00 DOME 5KYLT p ALUM. COFLEX -- 0.53 INDOOR AIR aUALITY 1 3/0 x 6/8 1 9.00 6.661 21,00 STOREVOOR REUSE WOOD 2 GL. CLEAR 1/4" T5G 0.4'1 CHAPTER 4 2 9/0 x 6/8 1 3.0o b.b6 N/A 5G DOOR L. WOOD N/A N/A N/A 400.1 FORMALDEHYDE REDUCTION MEASURES. ALL STRUCTURAL PANEL COMPONENTS OF THE HOUSE SUCH AS SOFTWCOD PLYWOOD, FARTIGLE BOARD, WAFER QUANTITY TOTAL: 12 136.00 5G. FT. TOTAL BOARD, AND ORIENTED STRAND BOARD SHALL 5E IDENTIFIED AS "EXPOSURE 1" OR "HUD -APPROVED". REUSE ITEMS ARE TO BE REMOVED FROM EXISTING EXTERIOR WALLS AND PLACED IN THE NEW EXTERIOR - ' RADON PROTECTION CHAPTER 5 WALLS OF THE PROPOSED ADDITION. REUSED TOTAL: 3 DH 3/6 x 4/0 AREA = 42 SQ FT 502.2.1 A THREE MONTH ETCHED TRACK RADON MONITOR, 1 OH 2/Ox 3/6 AREA = i 5a FT INSTALLATION IN57RUGTION5, AND RADON INFORMATION SHEETS SHALL BE PROVIDED BY THE 1 STORE DOOR 3/0 x 6/8 AREA = 21 50 FT SUILL7ER AT THE FINAL INSPECTION TO ALL SINGLE TOTAL AREA OF REUSi=D ITEMS: �D 5Q FT FAMILY RESIDENCES AND TO ALL FIRST FLOOR PROPOSED TOTAL INSTALLED = 136.0 50 FT LESS TD SQ F7 (REUSED) = 66 SO FT NEW DWE1 L1NG UNITS IN MULTI -UNIT S7RUGTURE5. IT 6 NOT THE RESPONSIBILITY OF THE BUILDER TO ADMINISTER THE RADON TEST. WINDOW BRAND: WR WEATHERVANE OEQUIVALENT (MATCH EXISTING) DOOR BRAND: HILLSDALE F0771 OR EQUIVALENT SKYLIGHT BRAND: 50LARTUSE ❑ U z O X w w w Z ai = O0 E �❑ LU Q w m w co I a a 3 m 0 �4 n w o � zz lu K 0 m V � o 4 a J Z w O � C A Z Ia o_ W w a 0 'r � o N �L v to a J M W UL ? a S � V i a CL U w C: r w to 0 O w n � O m Z m � � r OL r ri n Q Q 2 LL � Q w 1P � ju o - Q � Z v1 l] Uj Q 2 QLLI LLI L!J z 4�Y U z JU Q � O _1 5 •Z .na REVISIONS c)?oj exl T4 v s vK- r �f Ew 4- ��li neon 7_I 02EIAW a &r;l- fjru5 a Ex EJa� e-x LIJ r--x 8 �.H S RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E,Y- Lx c..L 7-I �N v ■� 11 ■m t Em ■ Ps rrg 1pF1 ey• _t r r �X Ejmr v', ^tv-- 6 1 III 1 rW 7" - a k Jew �P cage. r--xP.AAA. 0 f 7�_•%/mot/�/1\`►i� '�\\\41111 ►A Qj It1 A of -rI d Al N 1 5�v-3 5W-•3 � a E ��4`�' m � a9 �u 2Lo—ol � fs1R5T FLOOR PLAN 5CALE 1/4" = V-O" A+� NF,GfhSar�Y �0 r _ 9 n 157 r3 1 T� E xP. �+�+ • �� _4 g�X 1 !i� WOOD ��Ev!✓-�� y�rh I�I l4jH e,. La W _0 SIFT w rs- 8 59 " Sx o Z7 w f- ww �0 Z LLJaLL a LL 0 ,y o mY cr)� Q y O LL CD n w Q p CL � n US W w r Q a � Z w [w/) A � Q Q w Ul cr cr n w iu a"a < w J a � U � V } �n 8 r U 1- 'a w 0 z U 0 2.25•00 REVISIONS Z-Zk- oa 3 - 21-t 4 I h 2D-co RESUB Aug 17 2021 CITY OF EDMONDS _ DEVELOPMENT SERVICES DEPARTMENT Fl"K Ex d5 � Ex coil, E my GK6-t,E i I- x I frf''ll I 6 X , LA. JtM fie_ 5 EX E: 1r:, x M E �3 E b r-.00 rl E )( F_�)( AOC A41-C;55 j SI. 1 11 ��I W /c, _10 -NEE MLL 2� %j I 6rzz"XII N G ex -rua hl,f. 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I � - v r I • 2Xto Gp� e�ar,.l� �a 2Xto Gp� e�ar,.l� �a MAXIMUM ' -- _ HEIGHT ; T MEASURED "' w FROM AVERAGE ELEVAT;3N OF UNDISTURBED SOIL AT CORNERS OF EXTENDED BUILDING a JF RECTANGLE. SUBJECT TO FIELD CHECK 8Y BUILDING DEPARTMENT. 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