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APPROVED ENG BLD RESUB1 BLD2024-1465+Architectural_Plan+12.13.2024_10.47.35_AM+4669063Lewis Residence �10 I� I I I I I 1 I I I (E) UTILITY 193.84' POLE I N 89d 50" W - (N) OVERHEAD Q z 75' 51DE YARD SETBACK +I POWER /pWR /IPWR " 3O� (E) OAS METER 0 OpWR /pWR / o � I >RJ A R GAS GAS H W - GAS NEW DECK OAS LINE (V.I.F.) (PERV IOU5) I - O z E Q N (E) OVERHEAD POWER TO BE H =EXI5T.51DE m 1.00' �� E I / < I v � z W CZ LU LU In (V U1 I= Ul I M I� ry N w CONNECT (N) GUTTER N TO (E UTTER E) DEC (N GOV i� I Q RCH (E) WATER I POWM o m 53.WTR METER ET R (E) GONG. LANDING It N O I N ss32.54 - SS Ss •o 0 7.5' S1D_ E YARD U�1. J 2.81' 1.71' J I 5 TBAGK 193.84' -- -- -- -- -- N 89d16'50" W -- -- -- -- -- (E) GONG. WALKWAY z o (E) DRIVEWAY DE51ONA ED EV PARKING 5PAGE, I o z 5EE EV G ARGER NOTE 5HEET A3 N SIM E PLAN 10 5 O 10 20 GRAPHICAL 5GALE: 1" = 20' ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 1 CONSTRUCTION & DEMOLITION 1 1 MATERIAL MANAGEMENT 1 PER THE REQUIREMENTS OF IRC APPENDIX Y j 1 APPLY TO THIS PROJECT. PROVIDE THE 1 REQUIRED REPORTS INCLUDING THE FOLLOWING: 1 1 1 ■ SALVAGE ASSESSMENT j 1 ■ WASTE DIVERSION REPORT 1 ■ SEPARATE CONTAINERS 1 APPROVED PLANS MUST BE ON JOB SITE ............................. ..... .. J • 1 1 ■ OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & '. •. INDUSTRIES 1 • 1 1 ....................................... . I.. I... I.. I... I.. I... I.. I... I.. I... I.. I... . . . .. . . . . J ■ 1 1 ■ OBTAIN A SEPARATE PLUMBING PERMIT FROM THE CITY OF ■ 1 •. EDMONDS. 1 ■ ■ 1 .......................................7 SITE Walnut St Sur rr:e -i a �w°an VICINITY MAC' NOT TO SCALE w a �I I � A W ; N I I/yIIII A ; I I 0 I I o I � ; I I I I I W A N I I A I SSI I O s I � N I o I � I 1 WHERq ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j 1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. 1 1 REFER TO 2021 IRC R314 AND R315 FOR MORE 1 INFORMATION. i City Of Edmonds Building Department Work REMODEL DECK AND PORCH Address 20710 86TH PL W Owner LEWIS Approved Date :r 11 /15/2024 Building Official Erg Permit Number BLD2024-1465 PROJECT IIVPORI`1ATIOrI PROJECT DESCRIPTION REMODEL OF KITCHEN, LAUNDRY, BEDROOMS AND BATHROOM WITH INTERIOR STRUCTURAL REV151ON5. CONSTRUCT NEW DECK AND PORCH ROOF. REPLACE WINDOWS AND DOORS. DESIGN STRUCTURAL ENGINEER: LZL CONSTRUCTION, INC. BTL ENGINEERING 10604 E. RIVER51DE DR. 19125 NORTH CREEK PARKWAY BOTHELL, WA 98011 SUITE 203 PHONE:(425)485-3877 BOTHELL, WA 98011 FAX:(425)485-2749 BRIAN LAMPE, P.E., 5.E. (425) 814-8448 Ext. 202 SITE INFORMATION OWNER: .JOSEPH 6 JANET LEWIS 51TE APPRE55: 20-710 86TH PL W EDMONDS, WA 98026 TAX PARCEL NUMBERS: 00544600001300 LEGAL DESCRIPTION: LOT 13, PINE RIDGE, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 66, RECORDS OF SNOHOMISH COUNTY. 51TUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HINGTON ZONING: RS-8 LOT AREA: 24423 5Q. FT. SETBACKS: STREET: 25' 51DE YARD: 7.5' BACK YARD 15' MAXIMUM BUILDING HEIGHT: 25' HARD 5URl=ACE AREA SUMMARY AREA AREA (5Q.FT.) COVERAGE EXI5TIN6 RESIDENCE W/ ROOF OVERHANGS 2q86 12.23010 EX15TINO UNCOVERED PORCH / WALKWAY 77 0.32010 CHANGED TO COVERED PORCH EX1571NO WALKWAY 50 0.200/0 EXISTING DRIVEWAY 11-14 4.810/0 EXISTING LANDING 26 0.11% EX151TNG PATIO 225 0.q2016 IMPERVIOU5 AREA TOTAL 4535 18.580/0 NO NEW IMPERVIOUS SURFACE LOT GOVERAGE SUMMARY AREA AREA (SO.FT.) COVERAGE EXISTING RESIDENCE NEW COVERED PORCH TOTAL LOT COVERAGE 2455 10.060/0 110 0.45% 2568 10.510/0 110 SOFT. NEW LOT GOVERAGE HEIGHT CALC CORNER HEIGHT (FEET) A 100.74 B 100.74 G 100.0 D 100.0 AVERAGE GAPE 100.37 ACTUAL HEIGHT (EXISTING RIDGE) 121.17 MAXIMUM HEIGHT 125.57 ABBREVIATIONS +941e St Sw - J S AND C AT x BY e - I CENTER LINE ADD'L ADDITIONAL BD BOARD BLK, BLK'G BLOCK, BLOCKING BM BEAM BRZ BRONZE BTM BOTTOM G5MT CASEMENT GLR CLEAR - CO CARBON MONOXIDE GONG CONCRETE GON5T CONSTRUCTION GONT CONTINUOUS OWNER/CONTRACTOR IS RESPONSIBLE FOR CPT CARPET EROSION CONTROL AND DRAINAGE GTR CENTER 9 �I DBL DOUBLE DIM DIMENSION OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING PH DOUBLE HUNG WMt, ®^ ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY DN DOWN _ - - - St SW UTILITIES MAY REQUIRE A SEPERATE PERMIT. D5 DOkNN5POUT DW DISHWASHER I III EA E EG EACH E EGTRIGA L L L EL, ELEV ELEVATION Ea EQUAL EXIST, (E) EXISTING FIN FIN15H FL, FLR FLOOR FOIL FURNISH BY OWNER, ENGINEERING DIVISION INSTALLED BY APPROVED AS NOTED CONTRACTOR FRZR FREEZER Jell W gAt rf..>mR 01 / 14/2025 VV FT FEET GA GAUGE GAL\/ GALVANIZED GWB GYPSUM WALL BOARD HB H05E BIB HDR HEADER HDW HARDWARE HDWD HARD WOOD HGT HEIGHT HORIZ HORIZONTAL HR HOUR HVAC HEATING, VENTING AND AIR CONDITIONING INS INSULATION J5T JOIST MFR MANUFACTURE MAX MAXIMUM MIN MINIMUM MTL METAL N NORTH (N) NEW N.I.G. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE 0/ ON O.G. ON CENTER O.F.G.I. OWNER FURN15HED CONTRACTOR INSTALLED 05B ORIENTATED STRAND BOARD PIGT PICTURE PL PLATE PLYWD PLY WOOD P.T. PRESSURE TREATED REF REFRIGERATOR READ REQUIRED REV REVER5ED R$5 ROD $ SHELF RO ROUGH OPENING 5 SOUTH 5G SAFETY GLAZING SD SMOKE DETECTOR 5F 5aUARE FEET SH 51NGLE HUNG SHEATH'G SHEATHING 5HT SHEET SIM 51MILAR 51-17R SLIDER 50 50UARE 5TL STEEL THK THICK T.O.W. TOP OF WALL TYP TYPICAL U.N.O. UNLE55 NOTED OTHERWI5E VERT VERTICAL VTR VENT TO ROOF VYL VINYL V.I.F VERIFY IN FIELD W WEST, WATT W/ WITH WD WOOD WP WATER PROOF WR WATER RE51STANT WRB WEATHER RE515TANT BARRIER WWF WELDED WIRE FABRIC, BUILDING GORES 2021 WA5HINGTON STATE RESIDENTIAL CODE ENERGY GORE 2021 WASHINGTON STATE ENERGY CODE DEFERRED SUBMITTALS: MECHANICAL ELECTRICAL PLUMBING NOTE: SUBMITTAL FOR PERMITS TO BE HANDLED BY THE RESPECTIVE TRADES YNASHINOTON STATE ENERGY GORE SUMMARY W5EG 2021 PRESCRIPTIVE VAULTED GEILINC75 ATTICS WALL5 FLOORS FENESTRATION SKYLIGHTS R-35 BA775 R-60 BLOWN OR BA775 R-21 BTTTS + R5 GI R-30 BATTS 0.30 U-VALUE 0.50 U-VALUE NOTES: 1. ALTERATIONS TO EXISTING CEILING, WALL OR FLOOR GAVITIE5 EXPOSED DURING CONSTRUCTION NEED NOT COMPLY WITH THE REQUIREMENT PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 2X4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 AND 2X6 FRAMED WALL5 SHALL BE INSULATED TO A MINIMUM OF R-21. 0W5EG R503.1.1 EXCEPTION 2) 2. FENESTRATION U-VALUE5 PROVIDED ON SCHEDULE SHEET A8 3. ALL FENESTRATION TO BE NFRC CERTIFIED LIGHTING NOTES: 1. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES, EXCLUDING KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY HIGH -EFFICACY LIGHTING SOURCES. W5EG R404.1 HEATING EQUIPMENT: EXISTING GA5 FURNACE TO REMAIN WHOLE HOUSE VENTILATION: NO WHOLE HOUSE VENTILATION REQUIRED PER 5RG R303.4 EXCEPTION 5QUARE FOOTAGE SUMMARY EXISTING' NEW TOTAL AREA AREA LOWER FLOOR 636 0 636 MAIN FLOOR 1736 0 1736 UPPER FLOOR 636 0 636 TOTAL 2372 0 2372 LOWER FLOOR SHOP 246 0 246 GARAGE 390 0 390 PORCH (UNCOVERED) 49 -4G 0 COVERED PORCH 0 109 109 DECK 176 221 3G7 PATIO 256 -96 160 1. THE AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS OF A BUILDING (IRC R202 FLOOR AREA) SYMBOL LEGEND O DOOR TAG REFERENCE DOOR SCHEDULE SHEET AS WINDOW TAG REFERENCE WINDOWS 5CHEDULE SHEET AS X DETAIL REFERENCE DRAWING •X NUMBER ON SHEET NOTED BUILDING SECTION REFERENCE DRAWING 5 A5 NUMBER ON SHEET NOTED SHEET INDEX Al COVER SHEET $ 51TE PLAN A2 DEMO PLANS A3 FLOOR PLANS A4 ELEVATIONS A5 GROSS SECTIONS A6 DETAILS A7 DETAILS AS WINDOW AND DOOR SCHEDULES A9 INTERIOR ELEVATION5 51 FOUNDATION AND FLOOR FRAMING PLANS 52 ROOF FRAMING PLAN LZL CONSTRUCTION, INC. b Z Z 0 I- Q I- v000 o � M � rvo N WQL6Lo U) Lu N N TZ X U)W LL pm z O o U J N J V � V Ko ai 0-0 A v 0 N � tu COvar &nest 4 Site Plan REVISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set 1�t4TE: 10-22-24 LL7Rt4WN SY: SW JOB NO.: 2447 SHEET REMOVE WINDOW REMOVE WINDOW REMOVE WALL FOR NEW WINDOW OPENING BONUS ROOM 1 q'-q"x 14'--7" REMOVE WINDOWS 8 WALL FOR NEW WINDOW OPENING I�PP�R FLOOR O�1"IIO PL,�IN , SCALE: 4" = 1'-0'' PATIO i WI REMOVE WINDOW DEC< P,1�tf O REMOVE STEPS REMOVE RAILING REMOVE STEPS L J 15AtH DOORS TO REMAIN SHOP REMOVE SHELVES ET) / REMOVE WALL AND ENLARGE OPENING GARAGE REMOVE GARAGE DOORS SAW GUT (E) ASPHALT DRIVEWAY (E) TRANSITION FROM ASPHALT TO CONCRET SAW GUT (E) CONCRETE WALKWAY 11 5'-6" 1-0", 3'-104" SAW GUT SLAB FOR NEW FTC. F71 LJ REMOVE WALL REMOVE DN. pFOR NEY� DOOR r ELE. REMOVE WATER HEATER OPENING cn PANEL J Oo �d w lL REMOVE SLIDING DOOR � \ REMVOE WALL DINING A W KITCHEN [- I � z REMOVE CABINETS 8 APPLIANCES / MOVE W8D J AL-1 o REMOVE PANTRY CABINETS REMOVE WALL5 E'NtRY HEARTH REMOVE MA50NRY FIREPLACE 8 HEARTH REMOVE CONCRETE LANDING II REMOVE DOOR ii REMOVE WALL FOR NEW WINDOW OPENING A 1 REMOVE CONCRETE STEPS $ PORCH (E) EDGE OF DRIVEWAY (E) GONG. WALKWAY LIVINCG ROOM REMOVE WALL FOR NEW WINDOW OPENING REMOVE GWB w � BATH BWROOM # 1 0 REMOVE CLOSET SHELVING, DOORS —I S WALLS IF — CLOSET REMOVE DOORS REMOVE CLOSET SHELVING, DOORS 8 WALLS w BWROOM #2 ° BEDROOM #3 v REMOVE WINDOWS TYP. L REMOVE CABINETS AND WALL5 BAR I ; LOSER AND 1" AIN %SCOR Dr:"10 PLOAN SCALE:,,"' = 1'-0" I � YELL LEGEND EXI5TINO WALL REMOVED WALL LZL CONSTRUCTION, INC. b Z Z O -ry 0 v o C:) �00 N Q Ln W co ^Lj H J N N TZ C% l a � X v ItLL z pm OC:) U J N J a01 Ji N � Demo Plans REVISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 tL RAVNN BY: BW JOB NO.: 2447 SHEET INFILL WINDOW EQUAL 3'-6" 3'-6" EQUAL <6> <6> 03 BEDROOM #3 17-6"x 11'-8" II I 202 SHOWER' 04ULJ 0 0 36"x60" 205 (NO D CLOSET 11 (N) SD/GC BONUS ROOM 19'-9'x 14'--7" INFILL DOOR BATH —11 HwT SHOP W LOCATION FOR FUTURE EV CHARGER, SEE EV CHARGER NOTE #1 E UAL EQUAL 3'- 2" 3'-31 Q PATIO (V (V 0 101 S.G. S.G� 102 104 S G 103 30 Qo102 = 103 30 milt ICA (V 1, O 2'-62' OFFICE El FUR ��DINING�O _ � Aq� 6 LL LL m 'i (E) SKYLIGHT TO r: I T�� BE REPLACED 116 0116 1 0 1 03 02 V 201 REPLACE REMOVED ASPHALT DRIVEWAY EQUAL 3'-6" * 3'-6" EQUAL * z UPPER ;:L SCALE: 4" = 1'-0" OOR PL�4N N I 0 v 116 36 ml� PORCH " (NEW CONCRETE) 110 I =I m �I � 110 R010 = O m 110 DN. 1. PATIO ,O _7'-62L" 2'-1 2 , 4' I N I N N PROVIDE OPERABLE I ACCESS THROUGH N DECK TO EXIST. SIDE I SaER GLEAN OUT INFILL WINDOW 104 105 30 J d Dw L 4 L- II KITCHEN t II 1 X 07 15'-O"x12'-3" r Ys 4 II ❑ Z � RANGE W/ FLUSH A9 2 "ATH F =1 N GEILING HOOD 3 1 4'-11"x9'-11" 1 Aq; < ,D REF. J W/D Li O z Lu Aq� �I ) LIVING ROOM Aq' 8 Lu Lu 24'-11"x1q'-2r" FL SIN (E) DOWNSPOUT TO 10q (E) TIGHT LINE (N) CONCRETE STEPS N (E) CONCRETE WALKWAY LOWER AND 1"I,41N FL SCALE: 4" = 1'-0" o 111 2a 11 81, 3 M' 4 11 �16_ I � I � I N PERVIOUS DECK W/ GOMPOSITE DEGKING I � I I 105 106 1Oro RELOCATE 30 PANEL � 10q 0 O 0 (N) SD/GO C'S 30 (N) SD Lu PANTRY (N O D -° I BEDROOM #2 12'-1"x11'-0" I I 60 (N) 15"x24" MIN. CRAWL SPACE 0 114� ACCESS � 0 OOR PL�4N N BED 1E 0 CLOSET BATH 7-3"x11'-0" 108 6'-10"x10'-11" 3° 0 SHOWER IN 48"x56" S.G. 10� m> 5'-11, GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 2. SMOKE, CO AND HEAT DETECTORS TO BE INTERCONNECTED AND HARDWIRED 3. GAS FIREPLACE SHALL BE INSTALLED PER THE MANUFACTURES INSTRUCTIONS AND SHALL BE LISTED IN ACCORDANCE WITH ANSI Z21.b5/G5A 2.53 MECHANICAL NOTES: 1. FANS TO VENT TO OUTSIDE. 2. EXHAUST DUCT LOCATED IN UNCONDITIONED AREAS TO BE INSULATED W/ R-4 MIN. 3. BATHROOM TO BE 50 GFM MINIMUM AT 0.25 INCHES OF WATER GAUGE. 4. KITCHEN FAN TO BE 160 GFM MINIMUM AT 0.25 INCHES OF WATER GAUGE. PROVIDE MAKE UP AIR IF FAN EXCEEDS 400 GFM. E.V. CHARGER NOTES: 1. PROVIDE 20 AMP MIN. WIRED CIRCUIT TO A OUTLET OR TERMINATION POINT INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE WITH THE CAPACITY NECESSARY TO SERVE A FUTURE LEVEL II ELECTRIC VEHICLE CHARGING. i YVALL LEGEND EXISTING WALL NEW WALL LEGEND 0 SD SMOKE DETECTOR 0 SD/GO COMBINATION SMOKE / CARBON MONOXIDE DETECTOR O DOOR TAG, REFERENCE DOOR SCHEDULE SHEET AS WINDOW TAG, REFERENCE WINDOW SCHEDULE SHEET A5 LZL CONSTRUCTION, INC. b Z Z O -ry �0 v o C:) � � N Q W 6 ^�j H J N N U)W X It M D_ ILLz Q W OC) U J N J V KA; CEO al 93 ai L cv E Floor Plans REVISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 LL7R�4WN BY: BW JOB NO.: 2447 SHEET ACTUAL RIDGE EL 5/4x4 PR FJ GE CASING (E) CON GEDAR SHINC TO BE REMC AND REPLACE: NEEDED A7 NEW 6 REPL z WINDOWS DC (N) LIC AVERAGE GRADE = ' EAST 5GALE: 1/4" = 1'-0" NOTE: ALL NEW EXTERIOR TRIM TO BE PRE -PRIMED FJ GEDAR SEE 1 /A5 FOR PORCH NORTH ELEVATION _ EXIST. 1 (N) PORCH EXIST. T ROOF $ STEPS e SOUTH FLF-\/Atf OIN I (N) DOOR (N) CONCRETE PORCH (NORTH ��.F\/AtfON SCALE: 1/4'' = 1'-0" SCALE: 1/4'' = 1'-0" 3 SCALE: 1/4" = 1'-O" m N r v N O N O N STEPS I IINDOW5 TYP. EVE 'OW _AGE WINDOW LZL CONSTRUCTION, INC. d Z Z 0 U o CD rn N � Q W J N N Cn Q x v LL zpm p 0 p U N (L '— 0-0 n` C' W �l+✓�ations RE�/ISIONS: 12-10-2� Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set C>47E: 10-22-24 0R46N 5Y: BW JOB NO.: 2447 SuEEr gPOW PAL 4PRAIL EAR. GROSS BECTION. SCALE: 8" = l'-O" CROSS SECTION SCALE: 8" = l'-O" CROSS SECTION SCALE: 8" = l'-O" LZL CONSTRUCTION, INC. b Z Z O -ry �0 v o C:) � � � N Q Ln W co ^Lj H J N N C% l W — X v LL z pm OC:) U N J v o Cross Section REvISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 DRAVNN BY: BW JOB NO.: 2447 SHEET 42" MAX. 12" MIN. m � A LZL 2 CONSTRUCTION, INC. (N) POST PER PLAN (N) HAND RAIL (N) DOOR (E) WALL RETURN TO WALL (E) 2x8 FLR. J5T. WALL AND (N) 4x4 GROUND / (N) P.T. LEDGER PER PLAN FLR./ TO BE _ (N) DBL. 2x8 P.T. BM. 1x COMP. CONTACT P.T. POST (E) 2x8 RIM (N) P.T. J015T @ 16" O.G. PER PLAN REMOVED �p RISER N COMPOSITE DECKING I (N) PB44HDO P05T JOIST (N) COMPOSITE DECKING m (N) 2x8 P.T. JST @ 16" O.G. z BASE (E) FLOOR � (N) LU528Z HANGER -' -� EX15T. GRADE . , _ = 108" RUN (N) 2x8 BLOCKING z a (N) 1x OR 4, O \ (N) POST PER PLAN ILI z '� - N PLYWOOD 10 MIN. N w o a RISER p a (N) FTC. PER (N) DTT1Z TIE AT EACH END OF DECK IL - (N) 2x4 P.T. �_ (N) POST BASE PLAN (E) 2x4 PLATE v (N) 2"X4" HDG LAG 5GREW 12" O.G. PLATE 00 00 N PER PLAN PER PLAN 5TAGGERED W/ HDG WA5HER +I cv (N) 2x10 HDR � c LO (E) VAPOR BARRIER (E) FOUNDATION a (N) LU528Z HANGER N ;co _ 00 (N) DWH TIMBER -HEX HDG mr (N) 4." PLYWOOD = (N) P.T. 2x10 p E J j WIN a 5GREW WITH A MIN. OF 5" a. = z AIN a EX15T. GRADE PENETRATION INTO PLATE (N) 1° TREAD Q W F X ---------- --- =--- ------ (N) 2x12 5TRINGER @ 16" O.G. ° d a °. (N) P.T. 2x10 5TRINGER m D_ o o t 0 pa : a a (N) LU526 HANGER @ 16" O.G. CD Z o Q (N) THD5040OHMO O NOTE: REFERENGE DETAIL 15/A-7 FOR FLA5HING c (N) 2x6 LEDGER ATTACH W/ (E) SLAB 8" TITAN 5CREW5 @ 12" O.G. (E) SLAB OR (N) ANGORS @ 60" O.G. CONTINUOUS U PER PLAN MAX. (2) MIN. PER (N) #4 BARS EA. WAY PER v v FOOTING PER BRD. PLAN (E) PLATE (E) FOUNDATION PLAN J a N 1 Pf R OOtf NCB 2 DECOK PER FOOTING 3 DEC< L.F.DGER � St,�fRs � 1�ECIC STARS 5GALE: 1" = 1'-O" SCALE: 1" = 1'-O" SCALE: 1" = 1'-O" 5GALE: 1" = 1'-O" 5GALE: 1" = 1'-0" (N) FLOOR COMP SHINGLES 5HEATHING 15# PAPER PER NOTES (E) PURLIN BRACE @ I O.G. 2" GDX PLYWOOD (E) MASONRY 2x6 HF#2 RAFTERS @ 24" O.G. FIREPLACE TO I (E) HEADER 35x6 TBG SOFFIT BE REMOVED �� (N) BEAM PER PLAN (E) 2x8 JST @ 16" O.G. H2.5 TIE 2x4 BLOCKING (N) DBL. l (N) 2X8 JST. PLATET� _ 2x6 SUB FASCIA @ 16" O.G. V o (N) R-38 ~ (N) 2x4 STUDS BATT INS. @ 16" O.G. (E) CEILING JST. (N) LU526 HANGERS BEAM PER PLAN 1x6 FASCIA _K Ell •— � � ,� PER PLAN (N) LU526-2 AT 1X FJ CEDAR (N) 2x4 P.T. PURLIN BRACE LOCATIONS WRAP GONT. ALUM. VENT A •� d PLATE PLYWOOD SOFFIT Q\ (E) FOOTING a n (N) (MATCH EXIST.) c� tti a ° . A THD5040OHM6 2x4 @ 16" O.G. ° ANCORS @ I 2x4 LEDGER O.G. MAX. (2) MIN.) FLOOR FRAMING NOTES: 1. SHEATHING SHALL BE 3/4" TBG. FASTEN SHEATHING TO FRAMING MEMBERS W/ 0.131"fix 21/2" NAILS AT 6"/12" O.G. PANEL EDGES/FIELD. 2. GLUE SHEATHING TO ALL FRAMING MEMBERS AND BLOGKING BELOW W/ ADHESIVE CONFORMING TO APA SPECIFICATIONS AFG-01 %.00R fNRL.L. AT RE f 0\/SD RREPL.ACIE 7 CSfLfNG 5F.Arll 8 ROOD 0\/ERl1_40l3x ,fit PORCH of 10 5GALE: 1" = 1'-0" 5GALE: 1" = 1'-0" 5GALE: 1" = 1'-0" �_L-S4 d.a II j �jG3I5666, NAL 111912024 Stamp applies to structural framing items only. Other items are not designed under the supervision of BTL Engineering, I�sta Is RE�/ISIONS: RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set Dt47E: 10-22-24 DR46N BY: BW JOB NO.: 2447 SHEET 11 12 13 1� 1� (E) CEDAR SHINGLES I CONSTRUCTION, INC. (E) CEDAR SHINGLES, (E) WRB REMOVE AND REPLAGE I N WA 1x4 CASING ( ) (E) LL (E) I WALL A5 NEEDED (N) WINDOW >-< LAP WRB OVER FLASHING LAP E WRB EXIST. WALL (N) CASINO mid)OVER FLASHING (N) HEAD FLASHING PER --- (N) HEAD FLASHING PER 12/A7 m� I 12/A7 N BACKER ROD 1x JAMB LINER NSILL U 4SEALANT: (N) -s x4 FJ CEDARN 1x4 GA ING � -- (N) 5/4x4 (N) DOOR (N) 1x4 PRIMED FJ CEDAR PRIMED FJ (N) VYGOR, LAP OVER CASING GEDAR DOOR HEAD(N)SEALANT >I�t (N) VYCOR, LAP OVER 0 14-7 (N) SEALANT WINDOW FLANGE PER C O_ -, (E) CEDAR BEVEL DETAIL 11/A7 $ 5EGOND c - EMBED FLANGE SIDING (N) 4x4 FJ CEDAR LAYER OVER FLASHING --- - i. IN SEALANT (E) WRB o� W d7 (N) BACKER ROD (N) SEALANT U (E) WRB (N) WINDOW (E) WALL - M CoN (E) SHINGLE SIDING 1 (N) VYGOR (N) WINDOW (N) VYGOR TO � � 00 LZL SEALANT PER DETAIL � (N) JAMB LINER (N) SEALANT 4 LO GAP W/ BACKER 11/A7, LAP BE WRAPPED W Q 00 Cl) ROD $ SEALANT OVER (E) > � 't (N) WINDOW (N) VYGOR, LAP OVER WRg INSIDE OF R.O. J U N WINDOW FLANGE PER EMBED FLANGE IN ` � w ; DETAIL 11/A7 SEALANT ::• (E) CEDAR 1«1 w X EMBED FLANGE IN (N) 1x4 PRIMED FJ �� SHINGLE V J �Oa� GEDAR SIDING NOTES: SEALANT �- � o m 1. SEALANT TO BE GHEM LINK DURALINK OR O p EQUIVALENT 2. WRB TO BE TYVEK OR 60 MINUTE PAPER NOTES: 1. FLASHING TO BE GALVANIZED METAL WITH WHITE NOTES: KYNAR FINISH NOTES: NOTES: 1. FLASHING TO BE GALVANIZED METAL 2. SEALANT TO BE GHEM LINK DURALINK OR 1. SEALANT TO BE GHEM LINK DURALINK OR 1. SEALANT TO BE GHEM LINK DURALINK OR WITH WHITE KYNAR FINISH N EQUIVALENT EQUIVALENT EQUIVALENT 2. SEALANT TO BE GHEM LINK DURALINK OR EQUIVALENT T''PICAL V�IINDOVS HEAD 2 TYPICAL V�IINDOVN JA" IB 3 TYPICAL VNIND06 SILL 4 T1'PIC1�L DOOR �E�O E t1'PICo4L DOOR J,41" IB SCALE: 3" = 1'-0" SCALE: B" = 1'-0' SCALE: 5" = 1'-O' SCALE: B" = 1'-0" SCALE: 5" = 1'-0" INSTALLATION NOTES: INSTALLATION NOTES: 1. PAN TO SLOPE TO OUTSIDE. 1. PAN TO SLOPE TO OUTSIDE. 2. RUN GENEROUS STRIP OF SILICON 2. RUN GENEROUS STRIP OF SILICON SEALANT ALONG BACK OF PAN AND LIP. SEALANT ALONG BACK OF PAN AND LIP. PROTECT DOOR AND FLOOR FROM PROTECT DOOR AND FLOOR FROM SEEPAGE. REMOVE EXCESS. SEEPAGE. REMOVE EXCESS. 3. DOOR TO BE TILTED IN OR SET DOWN ON 3. DOOR TO BE TILTED IN OR SET DOWN ON BACKER ROD $ SEALANT. DO NOT SLIDE IN. SEALANT. DO NOT SLIDE IN. BACKER ROD B SEALANT OR LOW 4. DO NOT SEAL BETWEEN THRESHOLD AND 4. DO NOT SEAL BETWEEN THRESHOLD AND EXPANDING SPRAY NEW DOOR PAN ON OUTSIDE EDGE THAT WOULD PAN ON OUTSIDE EDGE THAT WOULD (E) WALL SEALANT OR LOW PROHIBIT PAN FROM DRAINING. PROHIBIT PAN FROM DRAINING. ' EXPANDING SPRAY FOAM 5. FLASHING AT JAMBS TO OVERLAP PAN 5. FLASHING AT JAMBS TO OVERLAP PAN FOAM (N) CASINO INSTALLATION (N) WINDOW FLASHING. '� FLASHING. (N) 1x JAMB LINER STRAP (PROVIDED 6. SILICONE SEALANT TO BE DOW "SILICON (N) VYCOR, LAP OVER EXIST. WALL c BUILDING SEALANT" OR EQUIVALENT WINDOW FLANGE PER BY WINDOW MFR) BACKER ROD ff DETAIL 11/A7 OR FOLD INTO INSTALLATION PLASTIC PAN FLASHING SEALANT OR LOW OPENING AND INSTALL STRAP (PROVIDED STRIP OF (SURE SILL, JAM5ILL OR BY WIN OW MF ) ( ) SILL nhl� ROD 8 SEALANT EXPANDING SPRAY BACKER ROD ff SEALANT D R N (N) BACKER SILICON EQUIVALENT) (N) DOOR FOAM ON WINDOW5 WITHOUT SGREW TO SEALANT STRIP OF FLANGE FRAMING AT ---- SILICON (N) PLASTIC, PAN FLASHING (N) ___-- � �' PRE -DRILLED SEALANT (SURE SILL, JAM5ILL OR CASINO HOLES GONG. STEP OR SLAB EQUIVALENT) (E) SOFFIT (E) DEGK h.-S 41/ 4�1/.. . (N) VYGOR INSTALLATION STRAP (N) 1x PRIME FJ CEDAR U� [ PER DETAIL ON WINDOWS WITHOUT �C �0 11/A7, LAP - rp Q FLANGE (PROVIDED �� 4, GAP W/ BAGKER ROD OVER (E) 61 I BY WINDOW MFR) (E) WALL (N) VYGOR, LAP 8 SEALANT y,�Rg � Q) OVER (E) WRB o) cA 4 1 (N) JAMB LINER (N) WINDOW d (N) WINDOW I 4 EMBED FLANGE IN (E) WRB (NO FLANGE) (E) FRAMING SEALANT 4" GAP W/ BAGKER LLl (E) MASONRY VENEER (N) VYGOR, LAPP OVER ROD SEALANT VENEER NRY WATER PROOF MEMBRANE EXIST. WRB s FOLD INTO PER DETAIL 14/A7 OPENING FLOOR FRAMING OR GENERAL NOTES: CONCRETE SLAB 1. 51LICONE SEALANT TO BE POW "SILICON BUILDING SEALANT", 051 VP275 OR GHEMLINK NOTES: VURASIL". DO NOT SUBSTITUTE. 1. FLASHING TO BE GALVANIZED METAL WITH WHITE a EXTEND MEMBRANE DOWN 2. SEALANT TO BE DAP "50)EWINDER" OR CHEMLINK "DURALINK", DO NOT 5UB5TITUTE, KYNAR FINISH NOTES: FOUNDATION WALL 6" MIN. COLOR TO MATCH SIDING. 2. SEALANT TO BE GHEM LINK DURALINK OR 1. SEALANT TO BE GHEM LINK DURALINK OR AND OVERLAP FOUNDATION 3. USE GRACE ' VYCOR" AND "PERM -A -BARRIER" WHERE NOTED, DO NOT SUBSTITUTE EQUIVALENT EQUIVALENT WATER PROOFING 4. DO NOT SUBSTITUTE GRACE "PERM -A -BARRIER" FOR "VYCOR" DOOR SILL At ,AT SLAB 7 DOOR SILL ,AT DECK 8 6INDO6 HEAD At SOPPIT o.J VNINDO6 J,A1" IB At 1" P,ASONRI' VENEER �� VNINDO6 SILL ,AT 1" I,ASONRI' VENEER SCALE: 3" = 1'-O" SCALE: 5" = 1'-O" SCALE: 5''= 1'-O" SCALE: 3" = 1'-0" SCALE: 3" NEW DOOR FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY E GEDAR SHINGLES, SECURE REMOVE AND REPLACE WEATHER AS NEEDED RESISTIVE MECHANICALLY FASTEN AS BARRIER NECESSARY IN CORNERS SIDING PER PLAN EXTERIOR SHEATHING THROUGH GRACE VYGOR PLUS I (E) (E) WRB, LAP (E) I (E) WRB, LAP WALL I OVER FLASHING WALL OVER FLASHING 11 TRIM WEATHER RESISTIVE WEATHER 1 BEAD OF SEALENT BARRIER 2" MINIMUM FROM 3 i RESISTIVE HEAD FLASHING FOLD FLASHING (E) (N) COMPOSITE I `t ROUGH OPENING ALONG I BARRIER (DO NOT GUT) FLOOR DECKING 1I GONG. SLAB JAMBS AND SILL Details SILL PLATE END DAM I I I � I GRACE VYGOR PLUS (2 ) I I GRACE VYGORNER Al NOTES: A. VISIT GRAGEGONSTRUGTION.GOM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS DO NOT FLASH • 4 (E) (N) FLASHING OVER WALL -► PECK LEDGER I 4 OQ¢. (N) 12" WIDE VYGOR a 12-10-24 Corrections z (N) 2x PECK LEDGER PER 3/A6 �Iry ry 1 WATER PROOF MEMBRANE PER R E S U B (E) FLOOR FRAMING ASSEMBLY NOTES, EXTEND UP WALL 6" ABOVE SLAB Dec 13 2024 AZEK CITY OF EDMONDS DEVELOPMENT SERVICES OVER BOTTOM (N) 1x2 (E) FLOOR FRAMING DEPARTMENT B. RIPCORDS CAN BE REMOVED FROM GRACE NAILING FLANGE VYGOR PLUS FOR EASE OF INSTALLATION HEAD FLASHING TIE-IN IN5TRUGTION5: 4 d EXTEND MEMBRANE DOWN FOUNDATION WALL 6" MIN. Permit Set G. REMOVE WEATHER RE515TIVE BARRIER FROM TOP 1. GUT, FOLD UP AND TEMPORARILY SECURE AND OVERLAP FOUNDATION OF WINDOW SILL PLATE WEATHER RESISTIVE BARRIER ABOVE d WATER PROOFING IF D. INSTALL GRACE VYGOR PLUS IN ORDER AS SHOWHEADER TO ALLOW FOR FLASHING PRESENTN INSTALLATION BY NUMBERS NOTES: DR�4WN BY: BW 2. INSTALL GRACE V VYGOR PLUS HEAD 4 WATERPROOF MEMBRANE (AT EXTERIOR CONCRETE SLABS) SHALL BE E. INSTALL GRACE VYGOR PLUS AND WEATHER FLASHING THICK SELF -ADHERING RUBBERIZED SHEET MEMBRANE DESIGN FOR W RESISTIVE BARRIER TO FORM ATER-5HEDDING FLASHING UNDER WEATHER RESISTIVE BELOW GRADE USE ON FOUNDATION WALLS AND WOOD. INSTALL PER T ALL EHE BARRIER ALONG HEADER d � .iOB NO.: 2447 LAPS MANUFACTURES INSTALLATION INSTRUCTIONS. USE MANUFACTURES F. DETAIL AL50 RELEVANT FOR GRACE VYGOR V40 3. FOLD WEATHER RE515TIVE BARRIER BACK RECOMMENDED PRIMER WHERE REQUIRED BY THE MANUFACTURE. WHERE SHEET AND VYGOR BUTYL OVER HEAD FLASHING AND SEAL WITH TAPE MEMBRANE 15 IN CONTACT WITH WOOD SHEATHING, SHEATHING SHALL BE AS SHOWN ABOVE PLYWOOD AND NOT ORIENTED STRAND BOARD. VNINDOVN r IErv15R,ANE r-LAS4ING 12 HEAD ;:LAS4NG DECK LEDGER CONCRETE SLAB AT Y�ALL 47 NOT TO SCALE NOT TO SCALE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" ,o N a 0 (ASSEMBLED o K WINDOW) C N 3 a 0 0 ) D m > U R n o � r U' y GRACE WCOR PLUS DOOR SCHEDULE NOMINAL SIZE ROUGH HEAD JAMB SILL AREA TOTAL TAG s NIDTHxHEI&HT OPENING SIZE TYPE FRAME MF&. MODEL 6RID5 DETAIL DETAIL DETAIL 5Q. OTY AREA U VALUE U/A NOTES W07HxHEISHT FT. FIBERGLA55, WEATHER STRIPPING, 101 60 x 65 74" x 82 2" WOOD CO 5FF - - - - - 1 - - - ADJUSTABLE SILL, FLUSH BOLTS NS�8 LOCK SET N/ DEADBOLT FIBERGLA55, 20 MINUTE RATED, 102 30 x 65 35" x 82 2" IN5164IN6 WOOD CODEL SF2PSHK - - - - 21.77 1 21.77 0.16 3.45 SELF CLOSER, WEATHER 5TRIPPIN6, ADJUSTABLE SILL, LOCK SET N/ PEADBOLT 103 30 x 65 35" x 82 1" CASED 2 yNOOI7 - - - - - - - - - - - CASED OPENING, NO DOOR OPENIN6 FULL GLAZED FIBERGLA55, 104 30 x 65 55" x 82 4" OUT5NIN6 COMPOSITE CODEL 5F20F 6 LITE 4/A7 5/A7 7/A7 21.54 1 21.54 0.27 5A WEATHER 5TRIPPIN6, ADJUSTABLE SILL, LOCK SET N/ DEADBOLT FULL GLAZED FIBERGLA55, 105 30 x 68 35" x 82 4" OUT5NIN6 COMPOSITE GOI7EL 5F20F 6 LITE 4/A7 5/A7 7/A7 21.54 1 21.54 0.27 5A WEATHER 5TRIPPIN6, ADJUSTABLE SILL, LOCK SET N/ PEADBOLT FULL &LAZED FIBER6LA55, 106 30 x 68 35" x 82 2" OUTSNIN& COMPOSITE GOI7EL 5F20F 6 LITE 4/A7 5/A7 7/A7 21.54 1 21.54 0.27 5A WEATHER 5TRIPPIN6, ADJUSTABLE SILL, LOCK SET N/ PEADBOLT 107 30 x 68 35" x 82 2" 5NIN& HOOD SIMPSON 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL PRIMED, SHAKER TWO PANEL, 108 30 x 68 73" x 84 2" POCKET NOOI7 51MP50N 8782 - - - - - 1 - - - JOHNSON 15005C POCKET DOOR HARDWARE, FLUSH AND EDSE PULL 109 30 x 68 35" x 82 2" 5NIN& NOOI7 51MP50N 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 110 30 x 68 35" x 82 2" 5NIN& NOOI7 51MP50N 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 111 28 x 68 34" x 82 2" 5NIN& NOOD 51MP50N 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 112 30 x 68 55" x 82 2" 5NIN& NOOD 51MP50N 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 113 30 x 68 55" x 82 2" 5NIN& NOOD 51MP50N 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 114 60 x 68 74" x 82 4" BI-FOLD NOOD 51MP50N 8702 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL FULL GLAZED FIBER6LA55, 115 2" x 68 34" x 82 2" IN5NIN6 COMPOSITE GOI7EL SF20F 6 LITE 4/A7 5/A7 6/A7 19.48 1 19.48 0.27 5.26 WEATHER STRIPFIN&, ADJUSTABLE SILL, LOCK SET W/ DEADBOLT 42" DOOR, 1 PANEL N/ 4 GLAZED, 116 36 x 6a 44" x 82 2" INSNIN& HOOD SIMPSON 7504 4 LITE 4/A7 5/A7 6/A7 25.21 1 25.21 0.37 9.33 WEATHER STRIP ADJUSTABLE SILL, ENTRY SET N/ DEADBOLT 117 7" x 77 - x - OVERHEAD N00I7 METAL T.B.D. 4 LITE - - - - 2 - - - 201 50 x 6a - x - BI-FOLD WOOD SIMPSON 8782 - - - - - 2 - - - PRIMED, SHAKER, TNO PANEL 202 24 x 6a - x - 5NIN& WOOD SIMPSON 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 203 26 x 6a - x - 5NIN& WOOD SIMPSON 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 204 20 x 6a - x - 5NIN& WOOD SIMPSON 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 205 24 x 6a - x - 5NIN& WOOD SIMPSON 8782 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 206 20 x 6a - x - 5NIN& WOOD SIMPSON 5702 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL 207 26 x 65 - x - 5NIN67 WOOD SIMPSON 5702 - - - - - 1 - - - PRIMED, SHAKER, TNO PANEL TOTAL AVERAGE TOTAL AREA U-VALUE U/A 132 0.27 35.5 NOTES: 1. GLAZED DOORS TO BE AR60N FILLED, LON-E 6LA55 2. DOOR HARDWARE AND FINISH TO BE VERIFIED WITH OWNER. 3, VERIFY ALL DIMENSIONS BEFORE ORDERING 4. VERIFY DOOR MANUFACTURE AND FIN15HE5 KITH ONNER BEFORE ORDERING SKYLIGHT SCHEDULE TAG R.O. SIZE TYPE FRAME MF&. MODEL HEAD JAMB SILL AREA aTY TOTAL U U/A NOTES NIDTHxHEI&HT DETAIL DETAIL DETAIL SQ. FT. AREA VALUE R01 34.5" x 46.5" FIXED ALUM VELUX FGM3446 - - - 11.14 1 11.14 .46 5.12 CURB MOUNT, SAFETY GLAZING GLAD R02 34.5" x 46.5" FIXED ALUM VELUX FGM3446 - - - 11.14 1 11.14 .46 5.12 VERIFY SIZE, CURB MOUNT, SAFETY GLAZING GLAD TOTAL AVERAGE TOTAL AREA U-VALUE UTA 22.3 0.46 10.2 NOTES: 1. SKYLI&HT5 TO BE VERIFIED BY ONNER BEFORE ORDERING. 2. 5KYLI&HT5 TO BE ARGON FILLED $ LOW-E. 3. 5KYLI&HT TO BE INSTALLED PER MANUFACTURE'S INSTRUCTIONS. ANDOYN SCHEDULE TOT R.O. 51ZE HEAD JAMB SILL AL TOTAL TAG TYPE FRAME MFS. MODEL GRIDS aTY U VALUE U/A NOTES NIDTHxHEI&HT DETAIL DETAIL DETAIL ARE AREA A 101 601, x 48" SLIDER FIBER &LASS ANDERSEN 100 4 LITE 8/A7 2/A7 3/A7 20 1 20 0.50 6 SAFETY GLAZING RIGHT 102 301, x 45" FIBER 6LA55 ANDERSEN 100 4 LITE 8/A7 2/A7 3/A7 10 1 10 0.28 2.5 SAFETY GLAZING GSMT LEFT 103 501, x 48" FIBER SLA55 ANDERSEN 100 4 LITE 8/A7 2/A7 3/A7 10 1 10 0.28 2.5 SAFETY GLAZING C5MT C5MT / 4 LITE / 45" N. PIGT. W/ DBL. 24" N. 104 96" x 40" FIXED / FIBER 6LA55 ANDERSEN 100 6 LITE / 8/A7 2/A7 3/A7 26.67 1 26.67 0.25 7.47 C5MT FLANKER5 C5MT 4 LITE RIGHT 105 361, x 48" FIBER SLA55 ANDERSEN 100 4 LITE 8/A7 2/A7 3/A7 12 1 12 0.25 3.36 SAFETY GLAZING GSMT LEFT 106 361, x 48" FIBER 6LA55 ANDERSEN 100 4 LITE 8/A7 2/A7 3/A7 12 1 12 0.28 3.36 SAFETY GLAZING GSMT 4 LITE 3//A7, SAFETY GLAZING. VERIFY 107 42" x 48" SLIDER FIBER SLA55 ANDERSEN 100 8/A7 9/A7 14 1 14 0.30 4.2 EA. SASH 10/A7 EXIST. R.O. 4 LITE LONER SILL B MASONRY, 108 72" x 48" SLIDER FIBER 6LA55 ANDERSEN 100 8/A7 9/A7 10/A7 24 1 24 0.30 -1.2 EA. SASH VERIFY EXIST. R.O. WIDTH C5MT / NO FLANGE, DBL. 36" N. PIGT. 109 144" x 60" FIXED / FIBER SLA55 ANDERSEN 100 4 LITE 8/A7 9/A7 10/A7 60 1 60 0.28 16/ N DBL. 24" N. C5MT GSMT EASASH . .8 FLANKER5, VERIFY EXIST. R.O. 110 301, x 18" AWNING FIBER 6LA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 3.75 3 11,25 0.25 3.15 111 48" x 24" SLIDER FIBER SLA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 8 2 16 0.30 4.8 201 36" x 60" RIGHT FIBER 6LA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 15 2 30 0.25 5.4 C5MT FIXED 202 361, x 60" FIBER SLA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 15 2 30 0.25 8.4 CAMST LEFT 203 36" x 60" FIBER 6LA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 15 2 30 0.25 5.4 C5MT RIGHT 204 24" x 36" FIBER SLA55 ANDERSEN 100 4 LITE 1/A7 2/A7 3/A7 6 2 12 0.25 3.36 C5MT TOTAL AVERAGE TOTAL AREA U-VALUE U/A 22 317.9 0.25 90.5 NOTES: 1. ALL UNIT 51ZE5 TO BE 2" LE55 THAN R.O. 51ZE 2. VERIFY ALL RO DIMENSIONS BEFORE ORDERING 3. VERIFY WINDOW OPERATION, COLOR, HARDWARE AND SIZES KITH ONNER BEFORE ORDERIN& 4. ALL UNITS TO HAVE LOW-E GLAZING AND ARGON FILLED, LZL CONSTRUCTION, INC. b Z Z O -ry 0 v o C:) �00 N Q � W CID ^Lr) H J N N C% - l W X v ItD_ LL z pm OC:) U N J L � � � V � V Schedules REVISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 tL RAVNN SY: SW JOB NO.: 2447 SHEET RA (NATUR, C it N 6 LA55 RAL MAPLE rERIOR) \ / / \ / ANGLED CORNER ° 'EN SHELVES GABINET FISHER PAYKEL ILL OUT W/ / 'IGE RACK / 3ERT TRAY REFRIGERATOR OVEN / MICRO DIVIDERS 2'-O" 1 _ 2 KITCHEN BEST ��.r=\/Atf oN SCALE: 1/2'' = 1'-0" F- I FLUSH CEILING HOOD WOLF SRT366 RANGE TOP ---- ®® ®® ®® 56" RANGE TOP ALL L-)t<ilW\tthGS I U HAVE 25" DEPTH ISLAND WEST ELF. SGALE: 1/2" = 1'-0" F 4'-0" KITGHEN'NORTH ELr:V,4TI0'N SCALE: 1/2" = 1'-O" �. 161mANo N. ��.��. ISLANC� EAS 1 ' SCALE: 1/2'' = 1'-0'' SGALE: 1/2" = 1'-0" l ll. IN L JI"IJV...J I ILLL -l'vl-I\JL 1 `!J k Y 1-1\11 1 1"I IIY. GI_EARANG E5 W/ FIREPL AGE MANUFAG T URE) Lf 1/f NCX Roof=' INo t' I sLs\/:4tf oN v I% SGALE: 1/2'' = 1'-0" 1'-6" 24"x36" / MIRROR / m \ or r= LM F. **4. 2'-ro 2'-6" 2'-6" BATH 'NORTH ELr=VATIO'N J SGALE: 1/2'' = 1'-0" WOLFE G5030TE/S/TH STEAM OVEN WOLFE 503050CM/5 SINGLE OVEN IS�,INo S. MME\000. SGALE: 1/2" = 1'-O" MIELE TWD 360 WP 8kg DRYER MIELE WWD660 WGS 7Do5 WA5HER 2'-0" 2'-0" COOLER 2'-0" 2'-0" BUFFF.t r=Lr=VAtION SGALE: 1/2'' = 1'-0" SHELF m ROD / \ / / \ \ / O ill 21_611 21_01 1'-24" f41 1 _6 2'_6" 11 „ loo �,L�4U'NDRY SOUTH �L�V�4710'N 11WWf)% SGALE: 1/2'' = 1'-0" LZL CONSTRUCTION, INC. d Z Z 0 voor,r- rn n N � Q 6 Lo W L� �J^Lr) J N N � U) Q x v LL zpm 0p U N J • /�\ S 4 ei W f�nt�rior El�vatio�ns RE�/ISIONS: 12-10-2� Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set =)AI E: 10-22-24 1:)R,4WN SY: BW JOEB NO.: 2447 SHEET Ala r-OUNOAtfOINI 4 PiRst P-LOOR PRA1" IIfNG PLAN SCALE: 4" = 1'-0u FOUNDATION NOTES: 1. 2 3 4 ACTUAL FOOTING ELEVATIONS TO BE DETERMINED IN THE FIELD. BOTTOM OF FOOTINGS SHALL BE SET ON COMPETENT, PROPERLY COMPACTED BEARING 50IL BELOW FR05T DEPTH. REFERENCE SECTION 4.2 OF GEOTEGHNIGAL REPORT FOR REQUIREMENTS. ANCHOR BOLTS FOR EXTERIOR WALLS SHALL BE g"x10" WITH T' MIN. EMBEDMENT @ 60" O.G. U.N.O. AND SHALL BE INSTALLED WITH 3" 5aUARE X 0.229" WA5HER5. CONCRETE FOUNDATIONS AND GARAGE SLAB TO HAVE A MIN. 25 DAY STRENGTH OF 3000 P51 $ 2500 P51 FOR INTERIOR 5LAB5 PLACE BOTTOM OF FOOTING AT A HEIGHT WHIGH DOES NOT EXCEED A 1:1 RATIO SLOPE FROM BOTTOM EDGE OF FOOTING TO ADJACENT EXCAVATED 501L OR OTHER FOOTIN65 VAPOR BARRIER NOTES: 1. GROUND OF THE CRAWL SPACE TO BE COVERED WITH VAPOR BARRIER. 2. WHERE VAPOR BARRIER 15 REMOVED FOR CONSTRUCTION, REPLACE VAPOR BARRIER 3. VAPOR BARRIER TO BE CLA55 1, 6 MIL BLACK POLYETHYLENE. 4. VAPOR BARRIER SEAMS SHALL BE OVERLAPPED 51X INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. O� 11 GENERAL FRAMING NOTES: 1. 4X AND LARGER MEMBERS TO BE DF#2 U.N.O. 2. GLIB TO BE 24F-V4 3. FASTENERS LESS THAN 1/2" IN DIAMETER AND IN CONTACT P.T. LUMBER SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. 4. 51MP50N HARDWARE IN CONTACT WITH P.T. LUMBER TO HAVE Z-MAX COATING. FLOOR FRAMING NOTES: 1. SHEATHING AT SECOND FLOOR FRAMING SHALL BE g" T$G. FASTEN SHEATHING TO FRAMING MEMBERS W/ 0.131" cDx 22" NAILS AT 6" /12" O.G. PANEL EDGES/FIELD. (E) HDR r (N) LU5210 HANGERS TYP. Z L r 11 p EXIST. 2x12 J5T. @ 12" O.G. (E) HDR, VERIFY MIN � (E) HDR, VERIFY MIN. (2) 2x8 (2) 2x8 UPPER FLOOR PLAN SCALE: 4" = 1'-0" 2. GLUE 5HEATHING TO ALL FRAMING MEMBERS AND BLOCKING BELOW W/ ADHESIVE CONFORMING TO APA SPECIFICATIONS AF6-01 3. TJI JOIST TO BE INSTALLED PER THE MANUFACTURE'S INSTALLATION GUIDE. 4. HOLES THROUGH TJI WEBBING TO BE IN ACCORDANCE WITH THE PLANS OR MANUFACTURE'5 INSTALLATION GUIDE UNLE55 APPROVED BY THE ENGINEER OF RECORD. LZL CONSTRUCTION, INC. U Z Z O -ry �0 v o C:) �00 N Q co W co ^Lj J N INH C% l W X v D_ LL z pm O� U N J V Ko A `� o tu �T• L j Oi�a6� NAL 111912024 Stamp applies to structural framing items only. Other items are not designed under the supervision of BTL Engineering, Poundation 4 Moor �'rami�ng �la�ns RE�/ISIONS: RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 DRAVNN BY: BW JOB NO.: 2447 SHEET \— (N) 4 5 HD (N) 4X8 HDR( ) 4x8 HDR \-- ---- -- ---- -- ---- -- 4 \Z ----------- — — I C� — — — — — — — — II I --------------- _------ --- I1 II (E)BAFTERSAOLGz-5T-- ----- --- --- @ 24'' O.G. (V.I.F.) I -J L_ �W - ROOF PITCH LU w TRANSITION FRAME NEW WALL '.'.!{..... ' — — — — — — — — — — — FROM PLATE TO BTM ...... OF NEW RAFTERS Ll i — — — — — — — — — — — LU Lu w -- ---- -- 1x (N) 4 S HD (N) 4X5 HDR N) 4x8 HDR 5:12 ROOF \/ENTILATION CALCULATIONS REQUIRED ATTIC, ROOF VENTING AREA TO BE REQUIRED VENTING AREA VENTED (SO.FT.) RATIO AREA (SO.FT.) PORCH 109 1:150 0.73 TYPE OF VENT NET FREE AREA QTY. EXISTING 16"X8" ALUM. 56 in2 1 0.39 REMOVED VENT SOFFIT VENT TOTAL VENT AREA REQUIRED 1.12 PROVIDED OFFIGE ROOF VENTING LOCATION TYPE OF VENT NET FREE AREA QTY. TOTAL NET FREEAREA (SQ.FT.) RIDGE SOFFIT VENT 9 in2/If 13' 0.51 RIDGE RIDGE VENT 13.5 in2/LF 20LF 1.83 TOTAL VENT AREA PROVIDED 2.69 ROOF VENTILATION NOTES: 1. PROVIDE TAMLYN PERFORATED ALUMINUM SOFFIT VENT AT PERIMETER OF NEW PORGH SOFFIT 2. PROVIDE 20 LF OF GOR-A-VENT SV500 VENT AT EXISITNG ROOF RIDGE ADJACENT TO NEW PORCH ROOF. 3. PROVIDE CONTINUOUS VENT PATH FROM OVERHANG TO ROOF VENT W/ 1" MIN GLR. BELOW SHEATHING. HANGERS TYP. 1 GENERAL FRAMING NOTES: 1. 4X AND LARGER MEMBERS TO BE DF#2 U.N.O. 2. GLB TO BE 24F-V4 3. FA5TENER5 LF-55 THAN 1/2" IN DIAMETER AND IN CONTACT P.T. LUMBER SHALL BE HOT DIP GALVANIZED OR 5TAINLE55 STEEL. 4. 5IMP50N HARDWARE IN CONTACT WITH P.T. LUMBER TO HAVE Z-MAX COATING. WALL FRAMING NOTES: 1. SHEATHING AT ALL NEW EXTERIOR WALLS SHALL BE FASTENED TO FRAMING MEMBERS W/ 0.131"Cp x 2-f" NAILS A5 FOLLOWS: 4'-12" 8'-8g" (V.I.F.) (2) 2x4 — — I — III II I I I IFI I I I 1 17_j�I \61 I61 1 1 1 1 1 III I�cz JI 01 1��1 I I I I (E) 2x6 RAFTERS I N zl �= I I I o l I I I p I I (OVERFRAMED) I (N) 22"x30" MINA.��IC 1 I 1 o I I J I_n ROOF X I _ __ 1 _ �ITX — — — —INFILL N) (2) 2x `r I I I 1 1 I `t I (E) 12x4 kA R O AD CHIMENY 11 I II LU526 1? I I 1 (N) 2x6 J Jz z 1" O. i I (N) (2) 2x6 '' �I� HANGERS TYP. I I 1 x HDR. i III ,II NEW 3- x13- GLB (FLUSH) '11 I I I I I I I I JI I L_ L�I L L L L L L JI JIIL.2 JI2 JI _ JI JI J J _ J J ,I I I I I I I I 1 01 I I I Lus26 HANGER TYP. I I I I (E) OVERHANG TO BE REMOVED R00;: ; SCALE: 4" = 1'-0'' 1x8 r , ,r i III (N) 4x6 IP I I I I I I I I I I I I+, I I I I I I I I III I I �I` I I -I- -_� -_� �- _ -_ -_-I -_4I -_-I � V� -_ -1 _- ryl l x I I I I -.I I I I4 WI W R,41"IfNG PL�4N H 2. PROVIDE FLAT 2X BLOCKING AT ALL UNSUPPORTED PANEL EDGES U.N.O. 3. STUDS TO BE H.F. STUD GRADE AND PLATES TO BE H.F. 5TANDARD OR BETTER U.NO. 4. HEADER5 SHALL BE AS INDICATED ON PLAN. ALL NEW HEADERS SHALL BE SUPPORTED BY (1) JACK STUD AND (1) FULL -HEIGHT STUD, U.N.O. NUMBER OF 5TUD5 AT HEADER SUPPORT SPEGIFIED ON PLAN INDICATES NUMBER OF JAGIG STUDS BELOW HEADER PLUS (1) FULL -HEIGHT STUD. VERIFY 2x8 GLG. JST AT REMOVED WALL ROOF FRAMING NOTES: 1. FASTEN SHEATHING TO FRAMING MEMBERS W/ 0.131Cp x 22" NAILS AS FOLLOWS: FRAMING, EDGES 6" O.G. FRAMING, FIELD 12" O.G. BOUNDARIES, BLOCKING, STRUTS 6" O.G. 2. ROOF FRAMING MEMBERS SHALL BE HF#2 U.N.O. 4118" (N) Rx8r HD &' I I I (E) 2x4 PURLIN I �`4 I I NEW 32,, x10,2„ GLB (FLUSH) J J L JIL JIL JIL JIL JIL Al. 71 7 7 r � r it 7, — '11- 4'� I (E) PURLIN BRACE TYP. I I I II II (E) 2X4 PURLIN II II II I� (E) w TAPERED END GUT (N) 4x4 POST 4 LZL CONSTRUCTION, INC. U Z Z O U o CD ��N Q W J N N � U) Q x v C LL zCO p Op U N ) N W � T. 5666 NAL ivV2024 Stamp applies to structural framing items only. Other items are not designed under the supervision of BTL Engineering. Roof gaming Plan RE�/ISIONS: RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set C>41I 10-22-24 OR46N 5Y: BW JOB NO.: 2447 Suer UPPER FLOOR PLMAN 5GALE: 4" = 1'-O" 5GALE: 4" ELEGTRIGAL NOTES: 1. ALL ELEGTRIGAL NEW UNLE55 NOTED A5 EX15TING (E) 2. REPLAGE OR ADD REGEPTAGLE5 A5 NEEDED ELECTRICAL LEGEND RECESSED } SURFACE MOUNT, PENDANT SCONCE, WALL LIGHT 5WITGH D DIMMER 5WITGH $T COUNTDOWN TIMER LUTRON MA-T51MN QD RECEPTACLE, DUPLEX Qb RECEPTACLE, 240V FAN, SEE FAN SCHEDULE SHEET A3 (E) = EX151TING, (N) = NEW, = (R) REMOVE LZL CONSTRUCTION, INC. b Z Z O -ry 0 v o C:) � � � N Q Ln W Co ^Lj H J N N C% l W X v o LL z pm OC:) U N V Ko A v o tu Electrical Plans REVISIONS: 12-10-24 Corrections RESUB Dec 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set DATE: 10-22-24 DRAVNN BY: BW JOB NO.: 2447 SHEET