Loading...
APPROVED BLD-PLN BLD2020-0679+Architectural_Plan+7.1.2020_4.18.05_PMF ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVERSGALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR CONDITIONS SHOWN ON THESE DRAWING5. ANY 5UGH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL L RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. METAL GUTTER ON---, Ix8 FA5GIA BOARD 5/4x4 CORNER BOARDS ALTERNATE EXPOSURE HORIZONTAL SIDING WITH 4" 4 8" REVEAL City Of Edmonds Building Department Work NEW SFR Address 18711 88TH AVE W ---------------- ------------------------ Owner ; ECHELBARGER/ MAJESTIC HOMES -------------------------------------------------------- ----------------------------------------------------- Approved Date 12/01/2020 Building Official Permit Number BLD2020-0679 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 12 2x10 BARGE BOARD - W/ Ix3 TRIM HARDIE PANEL SIDING WHERE SHOWN W/ IX2 TRIM AT PANEL EDGES AND WHERE SHOWN ON THE ELEVATIONS 3r__ I01 I01 0 4:12 HII IIHI UIUIUI SEE GENERAL NOTES COMP. ROOF OVER 15# FELT III SCALE:: 1/4" = 1'-0" MAXIMUM BUILDING HEIGHT 0 124.58' BUILDING HEIGHT ® 125.65' UPPER TOP 1t _I UPPER SUB FLR. MAIN TOP iE 1 MAIN SUB FLR. AVERAGE ORIGINAL GRADE ® 9a.58' CULTURED STONE VENEER; INSTALL PER MFG. 5PEG5 MAXIMUM BUILDING HEIGHT ® 124_58' C11 III T'flAl/ LCl/11T 22 ORIGINAL GRADE a ga.58' NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BF PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL W I NOOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND S 1 M I LAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -7. S.G. = SAFETY GLASS O I N ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RC 51q.1 GENERAL CONSTRUCTION NOTES 1. PLANE ALL F 1 RST AND SECOND FLOOR JOISTS. 2. HI ALL TRUSSES 5. USE TRUE 1 F)d NAILS ON ALL BEAMS AND HANGERS. Approved Py Fire I I DFMBrough ON „ 179 12O SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. APPROVED BY PLANNING 21 Dec 01 2020 :2512 REG RE Af TEGT 6ARY T-OMAS NA5H AEOF `TAT^O r ^ 00 N W `n T � o 00 ►--+ U - o Ow Tu QU z H U � w � � z w 00 00 0 0 00 V I ILI I O (� CCI < T K z ILI > 0 V < >` OL ILI moml mew L date : 4-2-7-20 permit: revisions: drawn by: LM]D GheGiGed by: MJNJ �+--ff:-:= F==T A I O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 5:12 SEE CGENEPAL NOTES 5C,ALE:: 1/4" = 1'-0" (s!�J I I LL (5.6.) - I SEE GENERAL NOTES 5(rALF-: 1/4" = 1'-0" MAXIMUM BUILDING HEIGHT ® 124.58' =I I I I T1 I A I.- Ll=1.--Llr ORIGINAL GRADE ® aci.58' MAXIMUM BUILDING HEIGHT ® 124.55' BUILDING HEIGHT ® 125.65, UPPER TOP IE UPPER 5U5 FLR. MAIN TOP f MAIN 5UB FLR. r I � IY) N N AVERAGE ORIGINAL GRADE ® aa.58' 251 � REG I ERE A 7 TEGT GARY THOMA5 NASH TATE OP 1NASHIN(STO r ' ^ �r,/IT,JI N G? 1� Lo N � 1 � T L_J Ili Cl) C G� ►--i U U � o 0 W Q z H Cz w� U W z .0 00 C C 00 V Uu I Olu . K tu > 0 Z< Z y < > ® N o i date : 4-2-T-20 permit: revisions: drawn by LMD GheGiGec� by: MWJ A:2 O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. SHEAR NOTE: I. 3X MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDONN GALLED OUT ON THE FOUNDATION PLAN. SET HOLOONN 1/2" MINIMUM ANAY FROM HALL CORNERS, NI NDON AND DOOR HEADERS. IT 15 IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDONNS. 3. A MST48 STRAP KITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLAGEL7 STHD14 HOLDONN. NOTES: ALL HOOD IN CONTACT KITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PRO\/IDE GRANL DRAIN ® LON POINT IN CRANLSPACE. SOLID BLOGKING UNDER ALL BEARING HALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT ANAY FROM DOORNAYS. — — — — BEARING WALL ABO\/E FOUNDATION VENT CALCULATION 1615 SQUARE FEET - 150 I q VENTS REOU I RED * * * SHEAR NOTE: 10.-75 .5-7 SEE SHEET L I FOR SHEAR NALL LOCATIONS, SHEAR NALL NAILING SCHEDULE, ff DETAILS. HOLDDONN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CK:NESS/SPECIES REOU I RED T-1 STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTG48B5 (58)-IOd (2) 2X4/2X6 STUDS HF/SPF T-4 MSTC66B5 (5,5)-IOd 2X4/2X6 STUDS HF /SPF= T-5 HDUB-SDS2.5 (20) 505 1/4" (2) 2X4/2X6 STUDS -7/0" ANCHOR X 2-I/2" HF/SPF BOLT �l �" r-OUNflATION PLAN 50ALE: 1/4" = 1'-0" 251� REGI RE Af TEGT GARY THOMAS NASH TATc OF WASHINCGTO t` r � ^ W N N N � T � W U Su � V J � U W � W 00 00 O O lu O Co `N K lu Z<Z tu lu tu tu nV W 0 L date : 4-2-7-20 permit: rPVisiOnS: drawn by: LMD check-ed by: MJNJ AB O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� F ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL L RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. FOR ALL WALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL 6A FILE NO. WP 8109- FIRE TEST WP 3510 (UL R3501-47, -48, UL DESIGN U30a) EXTERIOR SIDE: BASE LAYER 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4((o) STUDS 16" O.G. WITH 1-3/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTIGAL JOINTS AND 7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATH I N6 MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" GEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 3-1/2" UNFAGED GLASS FIRE FRICTION FIT IN STUD 5PAGE5 INTERIOR SIDE: ONE LAYER 5/6" TYPE X 6WB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd GOATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.G. (LOAD BEARING) INOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 OF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED W 1 TH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE GLEAR OPENING SHALL BE 24'' MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTEGTION DEVIGES ARE PROVIDED PER ASTM F 20ciO SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNEGTEO TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REGU I RED FOR ALL FUEL BURNING APPL I ANGES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^� POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS o POINT LOAD SMOKE DETEGTOR O IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER RC 514 OCARBON MONOXIDE DETEGTOR PER IRC 315 (GAF-ACGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/5" TYPE 'X' GWB AT GE I L I NG/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-3/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE GOA-55 + 15" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +15" MINIMUM ABOVE SLAB. F I REPLACE NOTE: '0' GLEARANGE FIREPLAGE W/ DIRECT VENT FAGTORY BUILT FIREPLAGE SHALL BE INSTALLED PER MANUFAGTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHEO 5/5" TYPE "X" GWB TO ROOF SHEATHING F I REPLACES $ STOVES MUST BE D.O.E. APPROVED 4 BE TESTED, CERTIFIED a LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *E *f *E SHE AR NOTE: SEE SHEET L I FOR SHEAR NALL NAILING SCHEDULE, $ DETAILS. 0 I m 0 I 0 HOLDDOWN SGHE=DULE= MP.RK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T-1 STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTG48E3� (58)-IOd (2) 2X4/2X6 STUDS HF/SPF T-4 MSTG66E35 (5,5)-I0d (2) 2X4/2X6 STUDS HF/SPF T-5 HDUB-SDS2.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -7/0" ANCHOR X 2-I/2" HF/SPF E30LT A A8 60'-0" 16'-0" 15'-6" 28'-6" 5'-4" It 3'-8" 4'-10" \ / 8050 FXD. W/ \ 8016 XO SLDR. BLW. PI-6" PI-6" _I f+/ 10/ Li IIII ° ux_ IIII o IIII � � o IIII CYRD. PATIO GONG 12080 SLIDING 6L SS DOOR UNIT (5.6) zo0v• GREAT RM. I I 0 H iL— L1 HDWD I I 10'-4" MN �< II z 18" I I I Ll IIII I I EATING BAR U- IIII ON IIII N I I I I�—=2x(b PONY_W_ALL o IIII � I I I I I DW t o 0 �'\ 10'-8" 5'-4" SINK W/ DISP. KITCHEN 18"x24" O I HDWD AGGE55 GOOKTOP 100 GFM V.T.O. I N � 4050 OP 6. N I UP 17 IS R 12'-O" I x +36" OPEN RAIL ZZD I I - El 2468 I FOYER I 9 I I FLEX RM. HVM PWDR. I I ��®VTHIPMFAN !:)I(s O50 GFM.6.) 6 I-2" PI 2" 3x STUDS 3x STUD CVRD. PLATES $ PLATE PORCH GONG \ / 8055001 50 FXXO D. W/ \ 8016 SLDR. BLW. PI-6" DINING HDWD 2040 S.H. PI-6 ZPI-6 P$S Ell I pW ' o BATH x I dJ (Z TILEFAN mom v+ ® VTO Ull�fl I N N 50 GFM NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEGIFIG SHEAR WALLS ARE TO BE NAILED AT PI-6" In I N 4'-0" 21_4" GUEST SUITE �? m 3080 OPN6 PSS lu iL v 5068 BI-PASS �O w Lu �I7- m O Q 28681 o N cv Z-V PANTRY 5 SHELVES 4'-6" 2050 FXD. lo'-b" PLATE -------v PI-2" 3x STUDS PLATES 8060 XO SLDR. 3x STUDS $ PLATES 3 S $ L, J 51CF' SELF CLOSE 20 MIN. r/// l I I GAS FUELED TANKLE55 i i HOT WATER II II II II - GARAGE I.I ImI aIn� mom, 1<1 Id1 lu ImI o II LINE OF O.H. DOOR I I LINE OF O.H. POOP, _ _ IN UPRIGHT POSITION _ _ _ _ _ _ _ I� IN UPRIGHT POSITION I F � � II I I I WALL LINE ABV. II I I I 1 LI �I II II 16080 O.H. GARAGE DOOR II 118080 O.H. 6ARA6E DOOR iv Cz TU S 3 3 -O 3 -O I -6 7 -O I b 5 -O 5 -O -42 16 -3 a 8 -3 -42 (9'-0" 10'-0" 3'-0" 10'-0" 3'-0" 28'-0" 1 60'-0" I SOUARE FOOTA69E 15: MAIN FLOOR 1,6 15 S.F. UPPER FLOOR I'Cloi S.F. TOTAL 5,514 S.F. C�ARAG)E 55b S.F. MAIN FLOOR PLAN 50ALE: 1/4" = 1'-0" 251� REGI RE A TEGT GARY THOMAS NASH TATc OF WASHINCGT0 r. ^ VTJ v 00 N °O N � r 1 � 00 ►--+ U U o W v U 2 � q C� H � U 2 W 00 00 M 0 0 V / O Cn(� K K'1Z #-III o Z y< > 0 -1 tu UL .nn VI -3 W11 tu 4 L date : 4-2-7-2C) permit: revisions: drawn by: LMD check_ed by: MJNJ S +-4 E- E- -F A4 O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (g) 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 OF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^� POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS POINT LOAD O SMOKE DETECTOR I I OV I NTERCONNEGTE O W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOC,ATI ONS, SHEAR Vi ALL NAILING SCHEDULE, -$ OETA I LS. HEATING EQUIPMENT AND ALL DUCTS TO BE CONTAINED WITHIN HEATED ENVELOPE "CEILING" DUCTS SERVICE MAIN FLOOR AREAS "UPR FLR" DUCTS SERVICE UPPER FLOOR AREAS (VENTS IN FLOOR) IF DUCTS TRAVEL THROUGH FLOOR OVER UNHEATED SPACE (GARAGE, PORGHES) THEN R-50 IN5ULATI MUST BE PROVIDED UNDER HEAT DUCT Al I Milli T I la GT ITl /r /ll I IAAAIG ✓%b A-1 LTI - Y -r C/LLJ 25'-0" LONG 28'-0" LONG B-1 me DRAFT5TOPPIN6 NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR 3/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE INDICATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT 6A55E5 AND SMOKE UPPER FLOOR FRAMING PLAN 50ALE: 1/4" = 1'-0" 251� REGI RE Af TEGT GARY THOMAS NA5H TATc OF WASHINCGTO t` r ^ V J W N °O N N � T � W U U Su V J q U W � W 00 00 O O V lu O Co � K lu Z<Z >` tu lu tu tu v 0 L date : 4-2-7-20 permit: revisions: drawn by: LMD check_ed by: MJNJ !E:;, +-4 F= FEE-F A5 O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ll Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. c c NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 8 DF#2 UNLESS NOTED OTHERWISE. FUR —OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER W5EC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 201=i0 OR R&12.5 SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE 5AFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT 15 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANGE5 LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. ^� POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERCONNECTED W/ BATTERY BAGK—UP. PER IRG 514 OCARBON MONOXIDE DETECTOR PER IRG 515 *� SHEAR NOTE: SEE SHEET L I FOR SHEAR NALL NA I L I NCG SCHEDULE, 4 DETAILS. HOLDDOWN SCHEDULE MP.RK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HP/SPF T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS HP/SPF T-5 MSTC48B5 (58)-IOd (2) 2X4/2X6 STUDS HP/SPF T-4 MSTC66E35 (5,5)-I0d (2) 2X4/2X6 STUDS HP/SPF T-5 HDUB-SDS2.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -7/0" ANCHOR X 2-I/2" HP/SPF BOLT Make up air required for furnace closet UPPER FLOOR PLAN 50ALE: 1/4" = 1'-0" 251� REGI RE Af TEGT GARY THOMAS NASH TATc OF WASHINCGTO t` r ^ V J W N °O N N � T � W ►--+ U o U U Su � V J � U W � W 00 00 0 lu Co K lU Z<Z tu lu tu ti] nV W L date : 4-2-7-20 permit: revisions: drawn by: LMD check-ed by: MJNJ 5+-4 f:—:= f--:::::-F A& O� Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRANIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE NORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. E,AVE PROTECTION PER IRG R502.1 IF EAVES ARE WITHIN S' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANCE RATING I S REOU I RED IF THERE ARE BIRD BLOT—<ING VENTS OR GABLE END VENTS. IF THERE le) SOLID BLOCIG I NG AND NO VENTS, THEN THE FIRE RES I STANCE RATING CAN BE REDUCED TO ZERO HOURS. GOR-A-VENT IN -VENT. INSTALL 36" FROM EDGE OF EAVE. PROVIDES 6.15" 50 IN. NET FREE VENTILATION AREA PER LINEAR FOOT. USE GOR-A-VENT ONLY OVER CONDITIONED SPACES SOLID BIRD BLOGKI NG AT WALLS 5' OR LESS FROM THE PROP. LINE I " SLOT TRUSSES PER PLAN 36 2X6 EXTERI OR WALL ONE HOUR SAVE DETAIL ( IF PLAN REOU I RES) ROOF FRAMINC57 NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 5: 12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. Q DS TRUSS NOTE 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON FRE- MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPEC,I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSPEGTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO NALL, USE SIMPSON L30 AT MIDSPAN. USE SIMPSON STG CLIPS AT NON -BEARING HALLS ROOF VENTING C ,ALCULATI ON -PER 2015 IRG R806.2 UPPER ROOF 2108 SOFT AREA = -7.OZ SOFT REOU I RED 500 2x6 RAFTERS o 24" O.G. @ FIREF BUMPOUT-NO OV: WITH NO GUTTER ROOF VENTS MFD. MONO TRU 24" O.G. (7.02) X (50%) = E3.51 SOFT MIN. REOU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) Z (�P SCREENED HOLES PROV I D I NCG 6.20 SO. IN. (.044 SOFT) PER BLOCK. ,4PPROX I MATELY 80 \/ENTED BLOGKS = 5.52 SOFT PROVIDED (7.02) X (50%)= 5.51 SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACC< VENTS= .54 SOFT EACCH VENT PROVIDE 11 AF50 VENTS = 5.74 SOFT PROVIDED TOTAL VENT AREA PROVIDED = -7.26 SO FT D5 MF L/. rivivv I (g 24" O.G. � 24 O.G. SEE SHEET AS TRUSS MFR. TO DESIGN MONO A TRUSSES AGGORDINGLY A8 D5 LATERAL NOTE: NAIL ALL ROOF SHEATHING AT 6" ON PANEL EDOE5 AND ALONG SUPPORTING TRUSSES iz00f� FizAM I N6 PLAN 2512 REGI ERED Af TEGT 6ARY TF-IOMAS NASH TATE OP WASHINGTO r ^ V J 00 N N W `r) M Cc) o 00 ►--{ U U o �Y V^J U � U W � W 00 n 0 O 00 V I O Ca < ,tzK >Z<Z > tu tu v L date : 4-21-20 permit: revisions: drawn checked by: 1�WJ Hf --:: f --::-F Aw7 AaO� RECEIVED I� SCALE: 1/4" = I'-O" Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. LOFT T 2015 .I NA5H I N�TON. STATE ENEi��--r CODE *GL I MATE: ZONE: 5 ,AND MA.f;;',I NE: 4* FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-\/ALUE U-FACTOR U-FACTOR FENESTRATION R-\/ALUE WALL R-\/ALUE R-VALUE WALL R-\/ALUE AND DEPTH SHGC O.�O O.SO NR R-4�i R-21 R—�0 10/I5 R-10, 2 FEET (R-55 \/AULTED R-21 +TB HVA : TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 50FT REQUIRE 5.5 CREDITS OPTION CRED I T(5) SA HIGH EFF I G I ENCY HVAC EOU I PMENT GAS FIRED FURNACE WITH A 1.0 MINIMUM AFUE OF q4% 6 HIGH EFFICIENC'I' HVAC DISTRIBUTION SYSTEM ALL HEATING AND COOLING SYSTEM 1.0 COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. THIS I NGLUOES ALL EOU I PMENT AND O I STR I BUT I ON SYSTEM GOMPONENTS SUGH AS FORGED AIR DUGTS, HYDRONIG PIPING, HYORONIG FLOOR LOOPING, GONVEGTORS AND RADIATORS. ALL GOMBUST I ON EOU I PMENT SHALL BE D I REGT VENT OR SEALED GOMBUSTION FOR FORGED AIR DUGTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUGTS AND 5 LINEAR FEET OF SUPPLY DUGTS MAY BE LOGATED OUTSIDE THE GONDITIONED SPAGE. ALL METALL I G DUGTS LOGATED OUTSIDE THE GOND I TI ONEO SPAGE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTI G. IF FLEX DUGTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT GONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLAST I G STRAPPING TENSION TOOL. DUGTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R-8 6 EFF I G I ENT WATER HEATING WWI ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.-75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS MUST BE RATED AT 1.0 GPM OR LESS SB EFF I G I ENT WATER HEATING WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF 0.-74 S�GT 10N A SEE GENERAL NOTES L I SH71 N6, REOJ M N75: SECTION 404 - ELECTRICAL POWER 4 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan \/N7 L A710N : M150-7.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) AIR INFIL7 A71ON: BUILDING AIR LEAKAGE TEST IS REOU I RED PER WSEG R402.4.1.2 �Ir�n>=ta Tr�llc.c. UPPER TOP fE -21 INS. XTERIOR WALLS UPPER SUB FLR. MAIN TOP fE MAIN SUB FLR. SCALE: 1/4" = 1'-0" 7A5L GONT 1 NUOUB WHOLE HOUSE MECHANICAL VENT 1 LATI ON 5Y57F-M AIRFLOW RAiE REOU I REMENT� DWELL I N6 UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 2-3 4-5 6-7 >7 (SQUARE FEET) AIRFLOW IN GFM < 1,500 30 45 60 75 q0 1,500 - 3,000 45 60 75 q0 105 3,001 - 4,500 60 75 q0 105 120 4,501 - 6,000 75 q0 105 120 155 6,001 - 7,500 q0 105 120 155 150 > 7,500 105 120 155 150 165 FOR SI : 1 SQUARE FOOT = 0.092gm2 1 GUBIG FOOT PER MINUTE = 0.0004719m 3/s MECHAN I GAL DUGTS ARE REOU I RED TO BE SEAL TESTED IN ACCORDANCE WITH WSEG 505.10.5 AND 601.1 DUCT INSULATION PER 2015 WSEG R405.2.1 DUCT LEAKAGE TESTING PER 2015 WSEC R405.2.2 A PERNAMENT CERTI F I GATE IS REOU I RED TO BE POSTED WITHIN 5'OF THE ELECTR I GAL PANEL TO GONTA I N THE HOMES R-VALUES, U-VALUES, RESULTS FROM DUGT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE A I R LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFF I G I ENG I ES OF HEATING, GOOL I NG, AND SERV I GE WATER HEATING EOU I PMENT PER WSEG R401.5 HEADERS ARE REOU I RED TO BE INSULATED W 1 TH A MINIMUM OF R-1 O INSULATION. 1.0 CORNERS OF EXTERIOR STUD WALLS ARE REOU I RED TO BE FULLY I NSULATED. THE EXTERIOR THERMAL ENVELOPE IS REOU I RED TO GONTA I N A CONTINUOUS AIR BARRIER PER TABLE R402.4.1 2512 REGI RE A TEGT GARY THOMAS NASH TATc OF WASHINCGTO r. ^ V J v 00 N °O N N � T � W ►--+ U o U U qSu CIS � U 2 W 00 00 O O V . lu O (o K >X `� tu lu tu tu n� W 0 L date : 4-2-7-20 permit: revisions: drawn by: LMD checked by: MJNJ Aa O F= Aa RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I� Fr 115" MIN PER PLAN NAIL SHEATHING TO 2x TOP fj' HEADER (p 3" O.G. E.W. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. SHEAR ONALL SGHEnULE PER 2015 150 GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESI6NATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESI6NATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, d NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD 7/I6" NAIL SPAGIN6 TOP 4 BTM. ANCHORS BLK6. SILL OPTIONAL BASE HEM FIR MARK PLATE SIMPSON MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES see detai I REQ'D.ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" 9 48" @ 48" ff ENDS (2) I6d (9 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" (9 52" ® 50" ff ENDS (2) I6d @ -(" 34ci PI-3" •• 8d 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" @ 24" ® 24" $ ENDS (2) I6d @ 5" 450 PI-2" •• 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" @ 24" ® 15" $ ENDS (2) I6d @ 5" 555 P2-6' •• 8d 6" 12" 6" 10" O.G. (2) 2x4/6 5/5" ® 24" N/A (2) I6d ® 5" 480 P2-4" • 8d 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" @ 20" N/A (5) I6d @ 5" 700 P2-3" •• 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" (g 16" N/A (4) I6d @ 5" cI00 P2-2" •• 8d 2" 12" 2" 8" O.G. (2) 2x4/6 3/4" ® 12" N/A (4) I6d © 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBG 2015 AND SDPWS-2008 PER SPEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, GHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 16d NAILS @ 12" O.G. STA6ERRED ON THE STUD FACE I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL E06E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL g 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPECIFIED AT PANEL ED6E5, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND STA66ER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS (9 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ E06ES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES @ 15 6A. STAPLES @ 14 6A. STAPLES 3" O.G. - 250 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 560#/ ft. 2-1/2" O.G. - 430#/ft. 5" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD SPAGIN6: 12 O.G. NAILS ff STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWIN65. PER PLAN, SIMPSON 5THD14 OR USP STAD14 SIMPSON M5T36 OR USP MST13(o SIMPSON MST48 OR USP KST245 SIMPSON HDUB OR USP TOXIC) (7/e" ANCHOR BOLT MIN. SIMPSON MSTC48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) PLYWOOD ROOF SHEATHING 2x4 BLOGKIN6 2x6 BLOGKIN6 BETWEEN TRUSSES. NAIL BRAG I N6 TO BLOCKING W/ 4-I6d (2) Ibd EACH END OF BLOGKING TO TRUSSES TRUSSES PER PLAN 2x6 V - BRACE @ 8'-0" O.G. (2) 2x TOP PLATE A35 ANCHOR V - BRACE TO WALL PLATES 2x STUD / SHEAR WALL PER SCHEDULE 5HEAR INALL PERPENn I GULAR TO TRUSS TRUSSES OR RAFTERS PER PLAN ROOF 5HT6 - PER SHEAR W SCHEDULE 8d @ 6" O.G. 2X BLK6. W/ Ibc O.G. 4 VENT HOl (RIP BLK'6) OVERHANG 4 FASG I A 5HEATHI I SGHEOULI 2X STUD WALL 16" O.G. /,-�TYP. 5HEARk NALL TO ROOF CONNECTION HEADER EXTEND TO END WALLS GONNEGT PLYWD. W/ ad NAILS ® 3" O.G.- TO ALL STUDS, PLATES 4 HEADERS TOP OF STEM WALL TOP OF SLAB #4 HORIZ. 12" o.G. (3) #4 VERT. GONT. FOOTING APA RATED 5HT6. 3/g" MIN. 24/0 EXP. I 3x STUDS 5THD 14 WOOD TO GONGRETE GONNEGTOR5 OR EQUAL 3x PLATES NAIL SHEATHING TO EACH PLATE I � a 5/6 "A 5" A.B. a 1 ,I PLATE3NA5HER �a a U IMBEOMENT a GONG. STEM WALL 4� a LATERA RESTRA I NT PANEL 5HEARWALL PER PLAN 3/4" MIN. TdG PLYWOOD 5UB-FLOOR GLUED 4 NAILED - NAIL ® 6" E06E $ 12" FIELD W/ IOd NAILS FLOOR J015T PER PLAN ao a 5EE DETAIL 2/61 FOR 5TEEL LAYOUT 8" 4 a �< CL a • PER PLAN O I m SG?.LE: 1/2" = 1'-0" HOLDOWN PER PLAN -OM PLATE NAILNG SHEAR WALL 5GHEDULE P.T. 51LL PLATE W/ ANCHOR BOLTS PER SHEAR WALL 5GHEDULE W/ TxY'A/4" 50. WA5HER5 (1) #4 GONT. TOP FINI5HED GRADE STHP HOLMOAN FOUNDATION SIM AN( SG?.LE: N.T.S. "'""""^"' A-35 CLIP 2x BLOGKIN6 DROP TOP CHORD OF TRUSS TO ACCEPT 2X6 OUTLOOKER I6d NAIL EA. SIDE GABLE - END TRUSS PER PLAN TRUSSES OR RAFTERS PER PLAN SHEATHING 4 NAILING PER SHEAR WALL SCHEDULE OVERHANG 4 FASCIA 2x STUD WALL (§ 16" O.G. TYPICAL 5HEARl NALL TO ROOr- CONNECTION 5HEARWALL PER PLAN 3/4" MIN. T46 PLYWOOD 505-FLOOR GLUED 4 NAILED - NAIL ® 6" EDGE 4 12" FIELD W/ IOd NAIL5 SOLID BLOGKINCG FLOOR 5T PER PLANN t �I 1 P.T. 4x8 P05 P.T. T . 5EE DETAIL 2/6I FOR 5TEEL LAYOUT r A35 FRAMING ANCHOR PER PLAN 5THD HOLDOWN PER PLAN BOTTOM PLATE NAILNCG PER SHEAR WALL 5GHEDULE P.T. SILL PLATE W/ %" (P x 10" A.B. AT 4b" O.G. W/ 3"x3"x3 6A. K'_ WA5HER5 NO LE55 THAN 4 1/2" 4 NO MORE THAN 12" FROM EACH SILL CORNER, JOINT, END OPENING ETC. 7" MINIMUM EMBEDMENT INTO CONCRETE EXCEPT ® 5HEAR WALL - 5EE 5EE SHEAR WALL NAILING 5CHEDULE STH;) HCLnowN (9 RA15ED r-ouNOATION 5HEARWALL PER PLAN 5/4" MIN. T46 PLYWOOD SUB -FLOOR GLUED d NAILED -NAIL ®6" EDGE d 12" FIELD W/ IOd NAIL5 Ibd ® 4" O.G. A55 FRAMING ANCHOR ® 12" O.G. FLOORJ015T ` OBL. SOLID BLOGKIN6 PER PLAN UNDER SHEAR WALL ABOVE 5HEARWALL PER PLAN STACKED INTERIOR SHEAR HALL 1'-0" SG?.LE: 1" = 1'-0" 251:2 REGI RE �4 TEGT GARY T'4-MAS NASH TA-M OF WASHINCGTO r. � ^ VTJ v 00 N °O N � r 1 � O U U q P4 cz U 2 W 00 00 M 0 V • O nA-( K z— z v o L date : 4-2-7-2o permit: revisions: drawn by: LMD checked by: MWJ E:;,i--ff--::: f--::::-F I O� L I RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ll SGP.LE: N.T.S ��j SGALE: N.T.S. 5C?ALE: N.T.S. Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. ---\ SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERING FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" -7 6" OSB. OR PLYWD. SHEATHING. NAIL 6" ED6E, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. _ Z FIN. GRADE TO SLOPE ILL, AWAY FROM BUILDING 7\j\\\ \\ \ \/\�/ / /\\\ ° z \\ ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID COX 24-0 PLYWOOD SHEATHING; 8d g 6"O.G. EDGE 8d (P 12" O.G. FIELD (7/16" OSB AGX PLYWD @) EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. N m HANDRAIL: �- 6RIP I%4" - 2" PROJECTION FROM WALL NO LESS THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPACE BETWEEN MANUFACTURER'S SEAL. PICKETS SHALL BE SEE ROOF FRAMING PLAN LESS THAN 4" GLEAR - FOR SPAGIN6 INSULATE PER WSEG LI\/INO AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND SPAGIN6 PER PLAN OR 2X JOISTS i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @ WALLS AND GEILIN65 LI\/INS AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS 8"X 10" ANCHOR BOLT W/ 3"X3"X 4 " PLATE WASHERS @ 48" o.G. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS $ ALON6 RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' 6.W.B. (TWO LAYERS AT STAIR GEILIN6) zz \\ STA I R DATA I L. - 71'P I GAL. C� I SCALE: N.T.S. 5/4" T$6 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" ED6E, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. 48" MAX. �iRI�SCi UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL THIS SHEET Z� m ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITOt SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTIN65 TO BEAR ON BEARING SOIL SEE FOUNDATION PLAN FOR BEAM SIZE $ POST SIZE / SPAGIN6 q0# FELT 6 MIL. POLY VAPOR BARRIER a ° ° a \\ T1'P 1 GAL. IkNAL.L. SECT 1 ONS 6I 50ALE: N.T.5. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOGKIN6 BR&. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" H6AM10 POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTIN65 TO BEAR ON BEARING SOIL a a 2x P.T. SILL 5/, "X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS @ 45" o.G. NO LESS THAN 02" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. P° #4 REBAR g 16" O.G. HORIZONTAL a #4 REBAR @ 48" O.G. VERTICAL a ° 3" MIN. NOSING GLR. TYP. #4 REBAR W "J" BAR ALL FOOTINGS TO BEAR ON BEARING SOIL STfl . fOUNZ�AT 1 ON flr=TA I L. HANGER 50ALE: N.T.5. PER IRG R403.1.3 8 R403.1.3.1 3-2x12 D� STRINGERS Q w 2X4 BLOGKIN6 Z (FIRESTOP) _I — FIREBLOGKS �O STAIR NOTES: RISER HE I G7HT =—7-5/4" MAX TREAD DEPTH = 10" MIN. a ° a 4" GONG. 4" 6RANI SHE?.R NALL PER DOUBLE STUD ® EACH. STRAF EDGE RIM JOIST MST48 a CENTERLINE OF RIM JOIST PONY N,4LL \ (2) 2X415 (9 16" O.G. OR (1) 2X6 o 16 "O G. MIN. -7/16 " PANEL SHTC�. BLOT I<ED EDGES 8d(g 6" O.G. a EDGES 8d(g 12" O.G. IN FIELD OR SHEARN,ALL N,A I L I NG PER PLAN = HOLOONN PER SHEARNALL..Sc FLR. SHTG. _FLOOR JO 1ST PER PLAN A.8. $ FIDTN. PER TYP. IDETAIL 4 TYP I GAL PONY YNALL DATA I L 61 SEE GENEi;ZAL NOTES NO 5GALE NASH AND ASSOCIATES GENERAL NOTES: I. All Construction per applicable codes and ordinances. 2015 IRG, IBG.-2015 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and monufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing Walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel WaII5. cl. TJI products to be installed per manufacturer's installation guide and approved reports. IO.AII metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A(953); Hot Dip 6olvonze (ASTM A123 for connectors and ASTH153 for fasteners and anchors. 11. Al I bathroom fans, kitchen hood, and dryer ducts shal I be exhausted through the attic to the roof or through the floor system to an outside Wall. All wall ducts shall terminate at least 36" from a window opening. CLIMATIC. AND GE06RA1=H I G DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 170 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 19g2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/5F DECK LOADS: LL 60#/5F DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR 6ARA6E SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2015 IBG STEEL PER 2015 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R6 02.3(1), R802.10 WIND: 85 MPH SEISMIC: SEE CALCULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOU6LAS FIR #2 b" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOU&LAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,500,000 JOISTS $ RAFTERS HEM FIR #2 $ STUDS: fv = 75 fb = b50 PSI E = 1,300,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,500,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER 6RADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$ 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED SHEATN6 24/16 7/16" FOOTING FOR : 8 WALL - 18 x 12 FOOTING lb" BELOW 6RADE #4 STUB STEEL - 48" o.C. VERT. UNLESS NOTED OTHERWISE 2512 REGI RE \ A TEGT GARY THOMAS NASH TATc OF NA_,INGTO ^ VTJ v 00 N N N � r 1 � U U ° U O W U q CIS P4 cz �cz � U 2 W 00 M 0 V . O nA-( K � lu o z z tu lu t A eu v 0 L date : 4-2-7-20 permit: revisions: drawn by : LMD checked by: MWJ I O� I RECEIVED Oct 27 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT