The URL can be used to link to this page

APPROVED ENG BLD PLN-RESUB2 BLD2022-0038+ARCH PLANS+5.23.2022_12.23.36_PM+2887239VVIndow, Wifgh# �l Ci �q:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Pr ott Jrfarrrnallsn C'ontarr r.�fa +ati :::::::. .. : . :::::VIti::::: Eit::::::::::::::::::::::::::::::::: .. . tn f ..•#r.. Fset::#�a : :Siii inp .80itjiig:60at: i24 9- ft.: rt ]c ::::::::: ........... txi k $t ..R.. maxi}... ........ .... ........... :Idr�ieriait{litidiitid:dot;:::;_::::::::::::........................ ::::::::::::::::::::::::.......... tValid h 1 I FFt:::::::::::::::::::::::::::::: •'• '• • • • •'. ' •'. InPO . 20)H Worshl ngton Stage Er-ergy-Cade - Resrdlentfaf Presc riptive En erg+{ Code C-om plianCE for All Climate Zones in Washington Single Family- New & Additions jeffiW are February 1, 2021) Each dwelling unit ire a residentiail building shall onmplywith sufficient Dptions from Table 9406.2 (fuel nDrmalizatian cred its) and Ta b le A06.3 (Energy credits) to achieV2 the followi ng m ini murn num her of credits. To claim this Credtk, the building permit drawings shall specify the Dpltion selected and the maximum tested building air leakage, and sham the qualifying ventilation system and its control sequence of operation. 1_ Small Dwelling Unit: 3 c red its Dwelling units less than 1,500 sf in oonditianed hoar area with less than 30a sf Df fEnestratlDn area. Add itionsto Existing building that are greater than 500 sf of heated fIDDr area but less than 1,5t1C sf_ 2. Iwlediurn Dwelling Unit, 6 credits All dwelling units that anE not included in 01 or 43 3. Large Dwelling Unit. 7 cred its Dwelling units exoEeding 5,ODD sf of conditiOnEd floor area I. Additions less than SW square feet; 1, 5 credits All -other additi-ons shal I meet 1-3 a,b V2 Laundry, : Vinyl 2 3 ¢ 0 ::: :$ ::::: _ 3 before selertrng your cred rts on this Summary+ tab le, regrew t he deta ds rrn Table 406.2 J& ngle EamrlyrL on page 4. MI Ga �: Vri Fixed ID22 2 6 ::::0 'I'_ 6 5urnmaryr of Table R4Qfs.7 Stairs: Vinyl Fixed 022 3 ¢ He3k�F5g credrrs -select ONE Moslef b$drimm: Vol FtKad ID22 3 ¢ 2 �I_ Options Fuel Narrrrrilteatlorr Descriptions heatingopt4nn User Notes Maslei Bed r ITl: Vinyl Casei5lanC 022 3 ¢ 2 ¢ :;: ::::: $ 1 Cornbustlon heating rnininiurn N�5EC+ (D) d Mosier Bdram: Vinyl Casement g22 ¢ ¢ Heat pump, 1.0 El hrAoSler Bath: lil I SIId9r �22 5 ¢ ¢ ::: :::::_ 3 Electrlc resistance heat only or zonal -i. ❑ Valk in CIomit Vinyl Fixed 022 2 4 2 ¢ ::: 'f ::::: _ A DHP wrth zonal electric resistance per option 3.4 0.5 ❑ _00 3 A1I other heating systems i. ❑ _ Energy credits - select ONE i6c:: :: b : • 0_{10 -options Energy cFedrt Option Descriptions energy aptkon from each category n :. :::::D_{1 1.1 Efficlent Building Envelope 0.5 ID 1.2 Efficlent Building Envelope 1.0 ❑ :::: 51 rfF : ,ri fro J>I #1 i = :��$:0 1.3 Efficient building Envelope 0.5 ❑ i+Ir�g14_:::::::::::::::::: f:t;......... 1.4 EfficientBuilding En�relop�e i_b ❑ ...................................................................... .............................................................................. ...................................................................... .............................. 1.5 Efficient Building aP'e Enwel 2.0 0 1.6 Efficient building EnwElope 1-0 ❑ 3-7 Efficient Building Envelope 0.5 ❑ ems ' 'on R.Df_::. . . r ::::::::::::' F $# 9t::=::::::::: i4[��:::::: is:: 2.1 Apr leakage Control and Efficient ventilaltlon 0.5 ❑ . . . 2.2 Air Leakage Control and Efficient ventilation i_b � 2.3 Air Leakage Control and Efficient venWatlon 1_5 ❑ ::: _{ 2.g Air leakage Control and Efficient venbllation Cl2.0 ❑ 2.1,1 High Efficiency HVAC 1_0 ❑ ::$ 1.2 High Eff�clency IiVAC 1.0... ❑ .... ............. ..... ... ::.$. • 3.3' High Efficiency HVAC 1_5 ❑ '' ��d G+ ::::$: ' ::::: 1.4 High Eff�clency IiVAC 1.5 ❑ Q tRad e � U :. :::: { 3.S High EffVclenry HVAC 1.5 ❑ ............. ... .................................. . . . . . . . . . . . . . ............V 3.6 a High Efficiency IiVAC Q 2.0 ❑ 4 ? �1 ;> io Ri t ! :::::::::::: � �$: :::: - 4.1 High Efficiency HYAC blstrlhutlon System 0-5 ❑ 4.2 High Efficiency IiVAC blstrlbutlon System ❑ 1.0 ❑ Alteratf oo s Wor ksh eet - 201S Washington State Energy Code Pr*c� !r, forrm!� orr Contact Mtrma0fr The WSEC requi rements for aleretiens are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requ irements for new oonstruction. Thtiis includes noncond-16oned space be alrered to b�t;ome conditioned space.. ::::::::::::::::::::::::::.:.:.:.:.:.:.:.:::::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:. Will the wail cavities be exposed?.. rx Yes :r Will the #got water system be faltered? Yes N-o If yes; New water heat ng equipment must meet currentoDde re-quirements 'Are more than 50% of the light fixtures being changed? Yes 'XNo 90% of all lamps must be high effieacy (LED or CFL) 1 201E Washington 5ro[e Ereergy Code - Residentfaf Prescriptive Energy Code C-Dmplia CE fDr All Climate Zones in WashingtDn Single Family- New & Additions (effective fehMaifyf 1, 3021) 51-1 mrnarw of Table R4116.2 (corm) Energy Credits - select ONE Drergy credit Optbfr n Descrlptloni (Cont_j energy option from Wier Notes Options each category 5.1d Efficlent Water Heating 0.5 ❑ 5.2 Efficient water Heating 0.5 ❑ 5.3 Efficient water Heating 1.0 ❑ 5.g Efficient water Heating 1.5 ❑ S-S Efficient water Heating 2.0 ❑ Sty Efficlent water Heating ❑ 2.5 ❑ 5.1{ Renewable Electric Energy13 credits maxE 1.0 0 7.1 Applranee Package 0.5 ❑ rotclr&edClts I a I -okhm Form a. An atternative heaRing source sl2ed at a maxim urn of 0.5 wisf {equivalent} -of treated fl oor area or SOO W. whlkheweris bigger, may be Wkstalled In the dwelling unrt. b. Equipment Iks#ed in Table 0W3.3.2(4) or 3.3.21Sj c. Equipment Irsted I n r a ble 003.3.2(1) or C403.3.212] d. 1'ou Ca nnot select more than one optlan from any+ category EXCEPT in categor}V 5. Option 5.1. may he combined with optloos 5-2 through 5.6_ See ToWe 406_3_ e. 1.0 credit for each 1.100 kw of electrical generation prowlded annualh}, up to 3 credits max. See Inhe complete Table R406.2 for al I requirements and option descrlptlons. L Use the amSk radiobutb3n in the upper right of the second edurnn to desdectradiobuttona in thotgroup. Please print only pages 1 thmulgh 3 of this worksheet for submission to your building official- J Pre-aipGue• Palb - Sin4a Family 2019 Washington Slate• Energy Code-R APPROVED BY PLANNING iz " Lw Jun 03 2022 ENGINEERING DIVISION APPROVED AS NOTED jd], tVkAt" ,mg 05/27/2022 VV SEPARATE PLUMBING i PERMIT REQUIRED FOR i THIS PROJECT. L.--------------� OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN City Of Edmonds Building Department Work ADDITION Address 19209 OLYMPIC VIEW DR --------------------------------------------- ------------------------------------------------ Owner NIEBRUEGGE -- -- - - Approved Date 06/02/2022 Building Official --------- ------------------------------------ Permit Number BLD2022-0038 -------------- 5t 524 Blake PI Cherry St R \ S\O 190, 19209 Olympic View Dr WE p r� 190th St SW T,9 R 189th PI SW 191 St PI SW �p 1� 524 524 Puget Dr 524 COVER SHEET: Pi VICINITY MAP, PROJECT INFO ARCHITECTURAL: Al BASEMENT PLAN A2 1ST FLOORPLAN A3 2ND FLOOR PLAN A4 FOUNDATION PLAN A5 1ST FLOOR FRAMING PLAN A6 2ND FRAMING PLAN A7 3RD FLOOR FRAMING A8 ROOF FRAMING A9 DETAILS STRUCTURAL CALLS: S1-3 STRUCTURAL NOTES & DETAILS T-1 1. LEAGAL DISCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-02-E 10OFT OF TR 83 & S 14FT OF N 42FT OFW 20OFT OF TR 84 SUBJ ESE PUD 2. PARCEL NUMBER 004346000008302 3. VICINITY MAP (SEE THIS PAGE). 4. REMODEL: 19209 OLYMPIC VIEW DR, EDMONDS WA. 98020 5. OWNER: BRET & JESSE NIEBRUEGGE 6. STRUCTURAL ENGINEER: MICHEAL MITCHELL, MITCHELL ENGINEERING INC. MITCHELLENGINEERINGINC@COMCAST.NET 7. BASMENT FLOOR = EX. LIV: 1,191.91 SQ. FT. 8. 1ST FLOOR: EX. LIVING 1,475.57 SQ. FT. EX. GARAGE 543.06 SQ. FT. 9. 2ND FLOOR: EX. LIVING 970.46 SQ. FT. PROPOSED LIVING 692.08 SQ. FT. EX. DECK 38.63 SQ. FT. 10. GLAZING U VALUE VERTICAL = .22U VALUE OR BETTER, OVERHEAD U VALUE =.50, CEILING R VALUE=49, WALL R VALUE=21 plus R-126 FLOOR INSULATION R-38, SLAB R VALUE=R-10 MANUAL WINDOW VENTS W / EXHAUST FAN OR TIMER IN LAUNDRY ROOM 11. THIS BUILDING IS TYPE VB. 12. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF. 13. OCCUPANCY. GROUP R, DIVISION 3. 145. COMPLY WITH IBC 2018', IRC 2018', IMC 2018', IFC 2018', ICC 2018, UPC 2018, & WSEC 2018. RESUB May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NMI 711111.717 0 SCALE: 1/4" =1'-O" SCALE: 1/4" =1'-O" EX. RIDGE HT 140.00' 139.50' ROOF HEIGHT OF ADDITON MAX HEIGHT:140.48' •-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- - -•-•- -•-•- - -•-•- - -•-•- -� - - -� 115.48' AVE. GRADE EAST ELE SCALE: 1/4" =1'-O" ATION ROOF PITCH: 6/12 MAIN ROOF VERIFY EX. OVERHANGS: 2'-0" -RESUB May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EX. GARAGE SLAB L i i i i EX. CRAWL GRACE i i NOTES • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7-6" IS KEQ'D IN ALL HABITAL 5PACE5, & 7-0" IS KEQ'D ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 5Q.FT. 2. A MIN. CLEAR HEIGHT OF 24'' 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED 51LL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6. ALL WINDOWS & DOOK5 HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE 5EALED PER SEC. 402.4.3 (WSEC 2018) ADDITIONAL PLUMBING REQUIREMENT5: •MAIN BUILDING SHUT-OFF REQ'D ON WATER 5UPPLY LINE. *PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPAN5ION TANK REQ'D ON EA. HOT WATER TANK. *VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE 5E15MICALLY ANCHORED OR STRAPPED @ POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP KEQ'D ON DISHWAH5HER *ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE 13I135 (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • 5OAKER & JETTED TU55 SHALL BE INSTALLED & SUPPORTED PER THE MANUFACTURER'S INSTALLATION 5PECIFICATION5 GARAGE WALL. IBC. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDU5TIRE5 IRC R314.3 SMOKE DETECTOR5 REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 5YMBOL5 0 INDICATES 2X6 @ 16" O.C. 5TUD WALL W/ R-21 IN5UL. (EXT TYPE) 0 INDICATES EXISTING WALL INDICATES EX. 2X4 @ 16" O.C. 0 INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED 0 120V 5MK DET W/BATT BACKUP CARBON MONOXIDE DETECTOR PER IRC 315 c 22"X30" ATTIC ACCE55 (30" MIN. -- VERT. CLEAR. WEATHERSTRIP & IN5UL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC SCALE: 1/4" - 1''0" CITY OF EDMONDS DEVELOPMENT SERVICES EX. LIVING: 1191.91 DEPARTMENT NOTES • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7-6" IS REM) IN ALL HABITAL SPACES, & 7-0" IS REM) ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24'' 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED 51LL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6. ALL WINDOWS & DOORS HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.3 (WSEC 2018) ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REM) ON WATER 5UPPLY LINE. *PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REM) BY CITY CODE •EXPANSION TANK REM) ON EA. HOT WATER TANK. *VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE 5E15MICALLY ANCHORED OR STRAPPED @ POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REM) ON DISHWAHSHER *ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •H05E BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • 50AKER & JETTED TUBS SHALL BE INSTALLED & SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTIRES IRC R314.3 SMOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING 5A5EMENT5 BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. FL SCALE: 1/4" =1'-O" EX. LIVING: 1,475.57 50. FT. EX. GARAGE: 543.06 5Q. FT EX. DECK: 597.00 5Q. FT. RP SYMBOL5 0 INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. (EXT TYPE) 0 INDICATES EXISTING WALL INDICATES EX. 2X4 @ 16" O.C. 0 INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED 0 120V 5MK DET W/5ATTBACKUP CARBON MONOXIDE DETECTOR 19 PER IRC 315 c 22"X30" ATTIC ACCESS (30" MIN. -- VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1d' 9'7,' 7,' NOTES • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7-6" IS REM) IN ALL HABITAL SPACES, & 7-0" IS REM) ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24'' 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED 51LL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6. ALL WINDOWS & DOORS HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.3 (WSEC 2018) ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REM) ON WATER 5UPPLY LINE. *PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REM) BY CITY CODE •EXPANSION TANK REM) ON EA. HOT WATER TANK. *VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE 5E15MICALLY ANCHORED OR STRAPPED @ POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REM) ON DISHWAHSHER *ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •H05E BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • 50AKER & JETTED TUBS SHALL BE INSTALLED & SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTIRES IRC R314.3 SMOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING 5A5EMENT5 BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. R PLA SYMBOL5 0 INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. (EXT TYPE) 0 INDICATES EXISTING WALL INDICATES EX. 2X4 @ 16" O.C. 0 INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED 0 120V 5MK DET W/5ATTBACKUP CARBON MONOXIDE DETECTOR 19 PER IRC 315 c 22"X30" ATTIC ACCESS (30" MIN. -- VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC SCALE:1/4" =1'-O" EX. LIVING: 970.46 5Q. FT. PROPOSED LIVING: 692.08 5Q. FT EX. DECK: 58.65 5Q. FT. RESUB May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF VENTILATION CALCULATION 692.05 50. FT. ROOF = 2.50 6.6 300 .35 3 = 3 VENTS KEQ'D/NOTE: 50% OF VENTING SHALL OCCUR IN EAVES A5 BIRD CLOCKING AF50 ROOF VENT5 TO BE 1-15ED ® BEARING WALL WOOD P05T BELOW WOOD I-05T A50VE FLOOR J015T REFER TO PLAN FOR 51ZE ROOF PITCH: 4/12 MAIN ROOF ROOF OVERHANG: SEE PLANS DENOTES OVERFKAME W/ 2X6 EX. R SCALE: 1/4" = 1'-0" RESUB, DATION PLAts DEVELOPMENT SERVICES DEPARTMENT �I EX. GARAGE SLAB EX. C EX. 2X12 AGE EXISTING CONCRETE BASEMENTWALL CONCRETE RETAINING WALL OR WOOD FRAME WALL ROOF VENTILATION CALCULATION 692.05 50. FT. ROOF = 2.50 6.6 300 .55 3 = 3 VENTS REQ'D/NOTE: 50% OF VENTING SHALL OCCUR IN EAVES A5 BIRD CLOCKING AF50 ROOF VENTS TO BE USED ® SEARING WALL WOOD 1-05T BELOW WOOD 1-05T A50VE FLOOR J015T REFER TO PLAN FOR 51ZE ROOF PITCH: 4/12 MAIN ROOF ROOF OVERHANG: 5EE PLANS DENOTES OVERFKAME W/ 2X6 EX. 2ND FLOOR FRA SCALE: 1/4" = 1'-O" E ING P a 2 DEVELOPMENT SERVICES DEPARTMENT " FLYWOOD HALL NAIL -" 5TAFLED 51"ACED GE5 5LOCKED 915 N ROOF VENTILATION CALCULATION 692.06 5Q. FT. ROOF = 2.30 6.6 300 .35 3 = 3 VENTS REQ'D/NOTE: 50% OF VENTING SHALL OCCUR IN EAVE5 A5 BIRD CLOCKING AF50 ROOF VENT5 TO BE U5E1) ® SEARING WALL WOOD 1-05T BELOW ❑ WOOD 1-05T ABOVE FLOOR J015T REFER TO FLAN FOR 51ZE ROOF PITCH: 4/12 MAIN KOOF ROOF OVERHANG: 5EE FLAN5 DENOTES OVERFRAME W/ 2X6 5CALE:1/4" = 1'-O" DE EI O MFEN SOERVICES DEPARTMENT 2X COL 9 EACH END G.T. (TYPICAL) =R (1) KING STUD (TYPICAL) ROOF VENTILATION CALCULATION 692.06 5Q. FT. ROOF = 2.30 6.6 300 .35 3 = 3 VENTS REQ'D/NOTE: 50% OF VENTING SHALL OCCUR IN EAVE5 A5 BIRD CLOCKING AF50 ROOF VENT5 TO BE U5E1) ® BEARING WALL WOOD 1-05T BELOW ❑ WOOD 1-05T ABOVE FLOOR J015T REFER TO PLAN FOR 51ZE ROOF PITCH: 4/12 MAIN ROOF ROOF OVERHANG: 5EE PLANS DENOTES OVERFRAME W/ 2X6 • l III �IFW4 iiiiiiiii •ool I r _ +��►� 5CALE: 1/4" = 1'-O" CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT TYPICAL ROOF CONSTRUCTION BLOW ATTIC INSULATION R - 49 ADVANCE FLAME SPREAD 2X6 FRAMING COMPOSITION ROOFING IN ACCORDANCE NOT TO EXCEED 25 AND 916" o.c. WITH IBC TABLE 1505.1,15 LB FELT SMOKE DENSITY NOT TO R-21 int plue R-16ci INSULATION 7/16" 0513 ROOF DIAPHRAGM, U.N.O. EXCEED 450 IN ATTIC 5/8" TYPE "X" GYPSUM 2X ENGINEERED TRUSS WALLBOARD 8d @ 6" O.C. USE APPROVED 1/2" 0513 PER 5W SCHEDULE N5ULATION BAFFLE 2X SOLID W/ 1" MIN. AIRSPACE BLKG. W/ V ABOVE IN5ULATON HOLES AS REQ. :>< 5/8" GWB, (2-LAYER EXTERIOR SURFACE W/ 3/4" DROP SIDING OVER 1/2" 5/8" GWB IF 1-HOUR GYPSUM SHEATHING ON 2"X4" WOOD 5TUD5 AT 16" ON CENTER, INTERIOR SURFACE TREATMENT AS REQUIRED FOR 1-HOUR-RATED EXTERIOR OR INTERIOR 2"X4" WOOD STUD PARTITIONS. GYPSUM SHEATHING NAILED WITH 1-5/4" BY N°11 GUAGE BY 7/16" HEAD GALVANIZED NAILS AT 8" O.C. SIDING NAILED WITH 761 GALVANIZED SMOOTH BOX NAILS. A TRUSS @ EXT. WALL TYP. B 1 HOUR EXT. WALL c n E F . .. .. .. .. .. TYP. FLOOR CON5T. CARPET & 1/2" REBOND PAD R-21 int plus R-16 ci 3/4" T&G 5UBFLOOR INSULATION R-38 INSULATION TJI PER FRAMING PLAN 5/8" G.W.B. EXT. WALL I J K L MUST RESIST 200# VEKnCAL MUST RE515T 200# LATERAL LOAD 2X2 STILE 50 THAT h" 5PHERE CAN 140T PA55 THROUGH 4X4 P05T F LOOTING .T THRU TADLE R301.5 GUARDS & HANDRAILS MU5T DE CAPAIXE OF KE515ING 200#5 PER 5a FT. (A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP(A GUARD IN -FILL COMPONENTS MU5T 8E CAPA13LE OF RE515TING 5095 PER 50.FL N O P R (11) SIDING PER PLAN o. (10)15# FELT (9) HEAD FLASHING Z METAL @ EXPOSED WINDOW (4) 4" MIN MOI5TOP SELF -HEAL PAPER OR EQUAL SHEATHING (2) WINDOW FRAME J J J J J� (3) M015TOF STICKY SELF -HEAL OR EQUAL BUTTED TO WINDOW AND HEAD 6" MIN OVER WINDOW FASTNEK5 i ,i (7) 15# FELT JAMB B / i (8) TRIM f J 11 SIDING PER PLAN (18) CAULK WINDOW NAIL FLANGE JI TOP EDGE LOWER FELT - �I ?07 5- -- SILL i (130# FELT PAPER, WRAP , ' LAP UNDER WINDOW BEFORE - -- J i WINDOW INSTALLATION. (5) 30# FELT (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT (11) SIDING PER PLAN TYP. EXPLODED s T WINDOW FLASHING u v X RESU22 • NUMBERS INDICATE ORDER OF APPLICATION ' ' 3 022 N.S. CITY OF EDMONDSONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES CODE: LESION IS IN ACCORDANCE WITH THE 2018 ]NTERNATIONAL BUILDING CODE (I-B.C,) AS AMENDED BY THE LOCAL BULL.,DD G DUARTMEKT, LIVE LAIPAiDS- LATERAL TNr)------ r OSURE C, 85MPIVI I0-WH(Ll-T)/ WrND PER ASCE 7-18, SEcTnD 25.5-3 5EISMICr--..- --SITE CLASS D- SEISMIC PER ASCE 7-18, SIMPLij:[ED LATERAL FORCE SYSTEM, SECTION] 12.14-�-1 FOUNDATIONS{ EXTCND F-OOTINOS TO FIRM UNDISTURBED SOUL, ASSUMED BEARING C APAC TrY OF 1500P$F. ALL EXTERIOR FOOTINGS SHALL E ND A MIN IMUM OF F-67 BELOW ADJACENT EXTERIOR GRADE. CAST -IN -PLACE CONCRETE: Fmo--=3000 PSI @ 28 DAYS, MINiMUM 5--1 SACKS OF CEMENT PF-R CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3f4 GALLONS OF WATER PER 944 SACK OF CEMENT- NO SPECIAL II;SPEC'[ ION REQUIRED, CONCRETE SHALL COMPLY W-MI AC'.i 318-14 SECTION 26-4.2.1- MAXIMUM SLUMP 1S 4 INCHES. ALL PHASES OF WORK PERYAINLNG TO THE CONCRETE C.DNSTRUC FION HA LL CONTORIA TO BUILDING CODE REQUIREMEbM FOP, REINFORCED CONCR= ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS S11A13, BE SECURED IN POSTHON PRIOR TO POUTRI. TG CONCRETE. ANCHOR BOLTS FOIL PRESSURE TREATED SiLL PLATES TO FOUNDATION WALLS TO BE 51 [NC]{ DIAMETER WITH 'f INCH MINIMUM E,VBIBD-MZ-NT r%JTO CONCRETE AND MAXIMUM SPACING OF 2 FELrr OIL CENTT-R. MTNrWT-V 2 BOLTS PER SULL PLATE PIECE, ONE BOLT TO BE PLACED WMIN 6 INCHES OF EACH END OF TiiF SILL PLATE, DIPPED GALVANIZED CONN EMIEMPS SHALL CONFORM TO ASTM STANDARD 15,1 AND r1OT DJPPFD GALVANlnl) CONNECTOPS SHALL CONFOELM TO ASTM A653 M CLASS 0-185_ STA M- LESS STEEL FASnK RS AN D N1'+I1E`M.S SHALL LSE. TYPE 304 CAR 316. SIMPS N PRODUCT FiN]SHF•.S C RESF`ONE) I+1C; TO THESE REQUIREMENTS ARE ZMA (I10T HIPPED GALVA1 FZED) AND SST 300 (&l AINLESS ST ESL), FAS'I'N I~OkP ESSURr TREATED A-1D FIR>�RETARDAI�fi TRFATFD WOOD SRALI, BE ZMAX HOT DIPPED GALVANIZED (G] 85)_ REINFORCING STFF L: ALL R.E[NFORC[NQ STEEL Sl IALL BE. PLACED IN CONFORMANCE Wm-1 THE BL:I LDINGi CODE RFJQ IRELM ENTS FUR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE. FOR RETNFORCED CONCRETE OONMl,CnoN BY CRSI. DEF01WED REINFORCING STEEL BATS SHALL C'OATORM TO ASTM A- MIT 'HELL ENGINEERING INC. z 71 615 GRADE 40 PDR 05 AND 8 MALLER R fN FORC ZMENT AND GP ADD 60 FOR .46 AND LARGER. ALL REINFORCING EAR BENDS SHALL BE MADE COLD WrFH A M[N1MLf.M IIADJUS OF 613AR DIAMETERS (1'-7" MTNI.WUM), CORNIER BARS ('2'-0" BEND) SHALL BE PROViDED FOR ALL I-[ORIZONT'AL RETNFORC'EMENT, LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED CM IRRWISE, 1[,NLESS N 07E OTH ERW[SE ON 'n 1 E OFLAWINCS RELNFORCENG STEEL SHALL. HAVE THE FOLLOWNG MINIMUM COVER-. CONCRETE CAST ACArNST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEA I I ER: THROUGH 018 EARS 2INCITES -#5 BAR AND SMALLER 1-112 INCHES S`TR CT(. RA 1. TIM BER: ALL LUMBERSHALL ,L CONFORM TO WWPA GRADWO RULES FOE, WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WA$HE UNDER ALL NVrS AND BOLTS SEARI-NO AGAINST WOOD, ALL WOOD IN CONTACT WffH CONCRETE SHALL AE PRESSURE TREATED IN A -OR DANCE WITH AWPA U1 AND M4 STANDARDS, ALI, STRUCTURAL LUMBER SHALL BE AS N I D BELOW_ C FLOOR JOIST HE.M-FrRQ-----1"b-450 PSI 2x ROOF RAFTERS IiE-M-FIR42------Fb—S50 FSi 4 BEAMS DOUG-FIRfLARC H 42---Fb-N50P8l 6XBEAMS DOOG-FIFULARC,H 42---Fh--i3501?S1 LUMBER NOT NOTED HEM-M #2-------------Fb=�50 PSI MISCCI.[.ANEOUS l IANGERS TO BE SIMfPSQN OR APPROVED EQUAL, ALL [ANGERS SHALL BE FASTENED TO WOOD WMI PROPER NAlIZ, ALL MOLES SHALL BE NAILED. MACHINE BOLTS TO BF, A407. ANCHOR BOLTS rN-W CONCRErri! SHALL BE 98 INCH DIAMETER WITH T INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANK. ALL NAILS SHALL IM COMMON VARE NAU.S, NAILING SHALL BE IN ACCORDANCE WITH THE CU'BREqr I,B,C, I CMEDULE. FLOOR S]IE;A'I'I[ING: SU ATHING SKk1,1, ESE'% INCH TONGUE AND GROOVE A.P.A ELATED SHEATRWO. SPAN RATING 48t24 WITH LONG DIMENSION PEPJ*ENDICULAR TO SUPPORTS - UNLESS NOTED OTT4FRWISF NAI , WrM Sd COMMON MAILS A'1` 6 INCHES O CENTER AT SUPPORTED FANEL EW3 S AND 10 INCHF3 ON CENTER AT INTERMED IATE SUPPORTS- THE FLOOR SHEATHING $[TALL BE GLUED TO THE JOIST AND 7 1ETONGUE AND GROOVE. JOINTS WrM AN APPROVED ADHESIVF FALL SHENI'H I NG, SICEA-fHING SHALL. BE 7116INCH kP.A, I ATE;D S.HHATHINU, SPAN RATING2,46a PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WrrH l0d MIT ELL ENGINEOUNG INC. �-3a NAIL$ AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT RrrER MEDIATE SUPPORTS lJ7r LESS NOTED C}TI iERWIS1. ON THE DR AWINGS- GLU-LAM INATED 'aNIBER: LAMINATED TIMBER SHALL BE DOUGLAS-FII LARCH KILM DRYER- STRESS GRAVE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SI[EATEMG; SHEA111LNG SHALL DE 7i 16 NCH A. P.A. DATED SHEATHING- SPAN RATTKO 32/1k INSTALLS WITH LONG DIMENSION ACROSS SiJPPORT. PANIEL END JOBM SHALL OCCUR AT SUPPORTS, NAIL PANEL EDGES WITH 8d NAILS SPACED AT # JNCH f S ON CENTER AND 1 & INC[ I ES ON C FNTFR AT LNTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FE I.L i)EI' rH B LOCKIN Ci FOR JOIST AT THE SUPFORI S. 1=LUSH BEAMS ('B) AND HEADERS NOT CALLED DUT CAN THE PLANS SHALL BE (2)2 S: ALL VERTICALLY LAMINA -FED COLUMNS AND H ADERS SHALL BE SPOCED TOGETHER WITK 12d NAR S SPAUIED AT 12 TNCFIES ON CFATE.R, BEARING WALL J6lkA'-%UN'G: ALL BOOR AKD W iNi.] W flhAFWERS RIOT CALLED OUT ON THE PLANS SE [ALL BE (2) 2X8 HEM-FIR42 WUM ONE CRUPPLE AND ONE STUD KI' EACH END FOR OPEN W GIS 4 FEET WTDE OR LESS- ALL COLUMNS NOT CALLED OUT ON THE FLANS SHALL BE (2) STUDS $ PIKED TOGETHER WrM 12d ?SAILS AT 12 LNCUSS ON CENTER_ PROVIDE 2 LAYERS Of BI.ILDING PAPER HFi ]Tf=1ti WOOD AND COX-CRETE- WALLS SHALL HAVE A SINGLE BOTTOM PLATE. AND DOUBLE TOP PLA' E. END NAIL TOP PLA'F`ES AND BOTTOM PLATES TO EACH STUD WITH 2-1 d NAILS, FACTS MAIL DOUBLE TOP PLATE WITH I Ol NA11,S Al- 10 INCHES ON CENTER, LAP AND FACE NAIL PLATES WITH 2-10d NAILS AT EACH SPLICE, CORNER LnrrF±RSECTION, STACUFR SPIsICES A MP4IM M OF TNC HES, ROC?FTRIi.f.ES- T BUSSES SHALL BE PLANT FASPJCA-raD L7C)UOLAS-FIRA.AFCC;H DR HE.M-FrR. TRUSS MANU FAC'TURER SHALL SUBMIT SHOP DRAWING AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WA HINGTONI STATE LICEN SED $TRUCMIRAL ENGINEER- SUBMIT TRUSS DRAWING TO THE ENGINEER OF REMRI) AND RI,lILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNER AS AT-TIC'TRUSSE WITI i0UT STOkAGE. -MANU FAC.TUR2 k S INSTALLATION INSTRUCTIONS S I ].A LI. BE AVAILABLE ON THE DOE Silt KI"I'l•iE TIME OF INSPECTION, FOR TIIf: INS PECTOR,S USE AND REFERENCE. a, THE TRUSS LiVE LOADING SHALL BE PER IRC SECTION 301.5 AND -CABLE 301.5. E$FLCALLY NOTINC FOOTNOTE .B & Ca. 44iJ 1ji Z6 { 04) F _ Vr w,v;2 2 :,<)D zm4&�ff 4��j -------------- �AL 1W IL4 t MIT HELL ENGINEERING INC; b. THE TRUSS DESION SHALL BE PER IRC SECTIONS 502.11.1 AND 02-102 I PECIAI.,LY INDICAT1NCi THE TRUSS DESIGN AND IirfANIJPAOIURING SHALL BE PER ANSYTHL c, THE TRUSS TEMPORARY AND FERMANFNT BRAC11IG HALL BE IRC SEC* ON S 502.11.2 AND 80110.3 AS WELL AS T11E TRi,.SS PLATE INSTITU l 'S BUILDING C O.MrONENT SAFF3TAir LNFORMATiO1t_ d. TRUSS ALTERATIONS SHALL NOT CCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL AS LDICrATED IN IRC SECTIONS 502.11.3 AND 802.10,4, HEAR WALL SCHEDULE Slur Wall Design a kian Nail Size N 'I spitchig ALLOWABLE SHFAR llaw-Fir:N2 Nm Ed ea Stud3 TupfIigm. Plate Shocking l4vi'd. PI--6 8d 6" 1211 6"'s 210 P 1-4 8d 41' 1211 1 410 yeti 310 P1-3 Rd 3" 12m 311 Yes 400 P1-2 Sd 2- 12- 211 Ycs 525 P2-3 3" 12" 3i1 YOS y" 800 1050 P2-2 8d 2" 12" 211 Shw wa L N-01M$' I . PI • W16 A,P,A. rated PtywoDd or 03zertt jkd Strand 130ard P-5-A.) on anc side of wall, P2 - 7/16 ALP -A. ratod Plywv or 0tjcnialed StF" BoRrd (O.S-B-) &t, each side of wall. 2. For P1.3., PI--2, P2-3, & F -2. -911W walls um 3x Vudo C wd oining paiwi edam"- Nailing shr d'l be staggered. 3, Nials shall be 8d -camrnom (d = .131 inelt) 4. VVhr a plYwood Is installed on tKith side of wall PlYwvcd joints shiaIl fall on �icpwatc studs each side. 5, All pa110 cadges �mkcd with 2Lir,eh noininal fr nning for F1.6 & 1114 sheiar wall. All panels edges backed with 3x fmmir g at I' l -3, PI -2, P2-3.,& P2-2 shear wnJ ls, Instal[ purl l cilltier i��ri unto] I}' ux vcrlJ ally, Stwce tl ai is _ 12 inch on center intr-rined igte supporiz- 6. All aneltiiar bolts s]iall Lm i0tullcd Willi hot diln*.J gvl-vanimd plalc.washco. 7. WeF go foundah011 pLan for Dnchor bolt siar, sPac i I kg and mudsi 11YAni cann"flons, '&K87j" kkilz Ak -144 : kiil J Aim or 11=10md- 44 7V 40:0 Af67 -Am 90 -44 �� RES U B 7&�/ May 23 2022 CITY E ONDS REVEL ERVICES D NT — 70A &" w Aw P2 plon#; IV �41 WI ill Y(— I r/ At roull;-I T. � I I i Ile 1 i ;7 *4a oc j d� 44 F� . v I &II i , �,4 pv PWW pK 47 Te4- ' V4 I h k 2,od 4� 14, F, I 7'/'/ �? I/ W— 1 �: m O "' z � Lurn U O zz o :2 w E N c, �� W 7.1.21 REVISIONS: . 3.2.22 5.18.22 PRINTED: 5.18.22 RESUB May 23 2022 DMONDS DEVELOPMENT SERVICES DEPARTMENT i a a �• a s a� a� t� LJ _ 1 '-I 1 -M� L.A■ qkJL J 7 II 1 J'Il t 46-0 s dw�jjl)v) i r i i i 4r i-.,. .-11 p_i J4fi w L -_L ■ Xi ML.I%I1 -1 qb_g &a I X-0 f ZSS6.11 -'2' Z"v 46AAat t7r2 r OL r Zri fekl A9,u,5I A4.6. r, L 1IY)yf a �U 7cd =� /4 If ))giv 2-,o- xr,o, jcv�qr F441 710 %..- j 0 �� III �114 /j14t. air- I?A) �eez)�14 AE6;��7j:�L/ 411�2- --- 5dpiR�j a 5p .�k�►a� AA { A{Lrr RESUB May 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Lv w Lv O "' z 00 LU O LQ �io U a O C) N � G) W 7.1.21 REVISIONS: 3.2.22 5.18.22 IPRINTED: I 5.18.22