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3702 W MUKILTEO BLVD F HARBORS EDGE TOWNHOMES 2025-08-14
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HARBORS EDGE TOWNHOMES
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3702 W MUKILTEO BLVD F HARBORS EDGE TOWNHOMES 2025-08-14
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Last modified
8/14/2025 7:32:48 AM
Creation date
6/16/2025 2:27:17 PM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3702
Unit
F
Tenant Name
HARBORS EDGE TOWNHOMES
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WRITTEN DIMEN51ON5 ON THI5 DRAWIN6 SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS. <br />GOMRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG. PERTAINING TO THE WORK <br />BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE <br />DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE <br />RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE GONTR4CTOR SHALL <br />AGGEPT FULL RESPONSIBILIT' FOR THE COST TO REGTIFY SAME. <br />UNIT 24 <br />PLAN 1"12T <br />MAX. BUILDING HEIGHT <br />• 192.42' <br />----------------------------------------- <br />— <br />2x8 BARGE <br />TOP OF RIDGE <br />� <br />W/ Ix2 TRIM <br />® 190b8' <br />155# FELT <br />I <br />I 12 <br />I <br />5 <br />UPPER FLOOR P.L. <br />J <br />— — — — — — <br />— <br />HORIZONTAL SIDING <br />WITH 12" REVEAL <br />R. UPPER <br />MAIN FLOOR P.L. <br />ORIZONTAL SIDING <br />IITH 6" REVEAL <br />'LP. MAIN <br />LOWER FLOOR P.L. <br />WINDOW TRIM PER <br />DETAIL THI5 SHEET <br />FIN. FLR. LOWER <br />01583, <br />V4 <br />-a - - - - <br />AVERAGE ELEVATION OF - <br />PRIVATE ROAD CENTERLINE 4 d °°aem°O ° Il <br />ALONG PRIMARY FACADE: <br />.42' a <br />oISd ° d ° ° <br />a <br />d° q° ° d Aa aq qq <br />q °° <br />q da <br />qa <br />q <br />°° <br />d <br />fi='ART 1 AL: <br />FRONT ELrEVAT I ON <br />SEE GENERAL NOTES SCALE: 1/4" = 1'-0" <br />UNIT 25 UNIT 22 <br />PLAN 1-72-7 PLAN IT21 <br />tv <br />I 1 <br />I I <br />12 <br />I <br />00 <br />y <br />\� <br />UNIT 21 <br />PLAN 1"12T <br />PROJECT TEAM: <br />OWNER/DEVELOPER SAGE HOMES NORTHWEST <br />g505 I qTH AVENUE SE <br />SUITE 118 <br />EVERETT, WA g8208 <br />(425) 60g-8074 <br />ARCH I TEGT NASH AND ASSOG I ATES ARCH I TEGTS <br />8003 I I bTH AVE NE <br />K I RKLAND, WA CW55 <br />(425) 242-74g0 <br />STRUGTURAL ENC7 1 NEER BTL ENO I NEERI N6 <br />g0 I I WOOD I NV I LLE-SNOHOM I SH RD NE <br />SUITE 100 <br />WOOD I NV I LLE, WA C0072 <br />(425) 814-8448 <br />coxes ANV C.01"�L I ANGeS <br />2015 I RG, 2015 WSEC <br />FIRE 5F'R I NKLER NOTE <br />AN NFPA 13D FIRE SPRINKLER SYSTEM <br />15 REQUIRED. EACH UNIT (LOT) 15 5EPERATED <br />BY AN I" INCH AIR SPACE AND EACH UNITS <br />ONE HOUR PARTY WALL PER DETAIL ON A-12 <br />HEATING NOTE <br />ELECTRIC DUCTLESS HEAT PUMP <br />HEAT FOR ALL PRIMARY SPACES <br />PLAN 1121 <br />SQUARE FOOTAGES <br />LOWER <br />551 <br />MAIN <br />712 <br />UPPER <br />654 <br />TOTAL <br />1727 <br />6ARA6E <br />411 <br />GVRD. PORCH <br />32 <br />TABLE Cr- CONTENTS <br />SEE SHEET ALI <br />FOR RIGHT SIDE <br />OF BUILDIN6 <br />2x& TRIM <br />I' <br />5/4x4 TRIM <br />5/4x4 TRIM <br />WIN=0A TRIM =WTAIL <br />scxe.:n• . Hw• <br />Al- <br />PARTIAL FRONT ELEVATION <br />FLASHING NOTE <br />A1.1- <br />PARTIAL FRONT ELEVATION <br />APPROVED CORROSION -RESISTANT FLASHING <br />SHALL BE APPLIED SHINGLE FASHION IN SUCH A <br />A2- <br />SIDES ELEVATIONS <br />MANNER TO PREVENT ENTRY OF WATER INTO THE <br />WALL GAVITY OR PENETRATION OF WATER INTO <br />A2.I- <br />REAR ELEVATION <br />THE BUILDING STRUGTURAL FRAMING COMPONENTS <br />A3- <br />RIGHT SIDE FOUNDATION PLAN <br />THE FLASHING SHALL EXTEND TO THE SURFAGE OF <br />THE EXTERIOR WALL FINISH. APPROVED GORRO51ON <br />A3.1- <br />LEFT SIDE FOUNDATION PLAN <br />RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: <br />A4- <br />R16HT SIDE LOWER FLOOR PLAN <br />I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW <br />A4.1- <br />LEFT SIDE LOWER FLOOR PLAN <br />AND DOOR OPENINGS SHALL EXTEND TO THE SURFAGE OF THE EXTERIOR <br />WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT <br />A3- <br />R16HT SIDE MAIN FLOOR PLAN <br />DRAINAGE <br />A3.1- <br />LEFT SIDE MAIN FLOOR PLAN <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY <br />A&- <br />RIGHT SIDE UPPER FLOOR PLAN <br />GONSTRUCTION WITH FRAME OR STUGGO WALLS <br />A6 I <br />- LEFT SIDE UPPER FLOOR PLAN <br />5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR <br />. <br />METAL GOPIN65 AND SILLS <br />Al- <br />R16HT SIDE ROOF FRAMING PLAN <br />4. GONTINUOUSLY ABOVE ALL PROJEGTIN6 WOOD TRIM <br />A7. I <br />- LEFT SIDE ROOF FRAMING PLAN <br />5. WHERE EXTERIOR PORGHES, DECKS, OR STAIRS ATTACH <br />A8- <br />BUILDIN6 SEGTI ON WSEG NOTES <br />TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME <br />CONSTRUCTION <br />E I - <br />PLAN 1727 ELEGTRI GAL PLAN <br />6. AT WALL AND ROOF INTERSECTIONS <br />D I - <br />RATED WALL DETAIL <br />7. AT BUILT IN GUTTERS <br />D2 - <br />ARCH <br />I TEGTURAL <br />DETAILS <br />SO 1- 6ENERAL STRUGTURAL NOTES <br />502o/b- FOUNDATION PLAN <br />503a/b- SEGOND FLOOR FRAMING PLAN <br />504a/b- THIRD FLOOR FRAM I N6 PLAN <br />S03a/b- ROOF FRAM I N6 PLAN <br />506a/b- STRUGTURAL DETAILS <br />SO-7- STRUGTURAL DETAILS <br />S08- STRUGTURAL DETAILS <br />SOq- STRUGTURAL DETAILS <br />ADDRESS NOTE: <br />ADDRESS NUMBERS SHALL BE <br />A MINIMUM 4" HIGH WITH A <br />MINIMUM STROKE WIDTH OF 112" <br />AND TO BE ON A GONTRASTING <br />BAGKGROUND PER IRG 51ci.1 <br />125-/1 <br />REGISTERED <br />ARGHITEGT <br />STATE OF WASHIN TON <br />cn <br />W <br />ti <br />H� <br />U <br />W <br />O <br />Cjj <br />� <br />Ca' <br />Iy <br />� <br />ggC <br />Wz <br />r� <br />0 <br />0 <br />V <br />z_ <br />A <br />u <br />N <br />ct) <br />d1 <br />O <br />fa <br />z <br />H <br />0 <br />z <br />L <br />9- <br />1- <br />dote: 11-50-20 <br />permit: <br />revisions: <br />6-12-25 <br />drawn by <br />checked by: <br />LMD <br />mpsJ <br />Si-4E E T <br />Al <br />LL <br />
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