3702 W MUKILTEO BLVD C HARBORS EDGE TOWNHOMES 2025-08-13

UNIT 24 UNIT 25 UNIT 22 UNIT 21 PLAN 1-12-1 PLAN 1-12-1 PLAN 1-12-1 PLAN 1-12-1 MAX. BUILDING HEIGHT o 192.42' I ---------------�--_ _-------------�---------- 2xH BARGE BOARD ORIDGE I TOP F C.OhIP. ROOF W/ Ix2 TRIM 190.OVER I5# FELT I 12 12 5 UPPER FLOOR P.L. j HORIZONTAL5IDING N WITH 12" REVEAL FIN. FLR. UPPER MAIN FLOOR P.L. 0 Q HORIZONTAL SIDING WITH b" REVEAL FIN. FLR. MAIN - ° LONER FLOOR P.L. WINDOW TRIM PER DETAIL THIS SHEET FIN. FLR. LOWER ® IWB' MIN 00 li 111111111111111111111111111111Mpppl I llj�m ® ®I I n Iln� lllnm®...... PRIVATE ROAD CENTERLINE ALONG PRIMARY FACADE: .421 11111111111111111M EE FIN] I F11 1 IF [1]] 11 FF� 1. imiiiiiiiiiiiiiiiiiiiillillillillillillilliilli-iiiiiiiI PART 1 AL FRONT E l-= v 4T I ON SEE GENERAL NOTES SCALE. 1/4" = I'-O" IIIII \\ III II I III %, IIIII I k—A I III \ A SEE SHEET ALI FOR R16HT SIDE OF BUILDING 2xb TRIM I" 5/4x4 TRIM�E 5/4x4 TRIM WINDOW TRIM a1=TAIL_ b OF CONTENTS PROJECT TEAM:TABLE Al- PARTIAL FRONT ELEVATION FLASHING NOTE OWNER/DEVELOPER SAGE HOMES NORTHWEST AI. -PARTIAL FRONT ELEVATION APPROVED GORROSION-RESISTANT FLASHING SHALL BEMANNER FASHION INFHA g505 IGITH AVENUE SE A2- SIDES ELEVATIONS TO PREVEDNTHENTRY ER INTOH HE WALL CAVITY OR PENETRATION OF WATER INTO SUITE I18 A2.1- REAR ELEVATION THE BUILDING STRUCTURAL FRAMING COMPONENTS EVERETT, WA g82O8 A5- R16HT SIDE FOUNDATION PLAN THE FLASHING SHALL EXTEND TO THE SURFACE SOF THE EXTERIOR WALL FINISH. APPROVED CORROSION (425) 60g-8074 A5.1- LEFT SIDE FOUNDATION PLAN RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: A4- R16HT SIDE LOWER FLOOR PLAN I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW ARGHITEGT NASH AND ASSOCIATES ARCHITECTS A4.1- LEFT SIDE LOWER FLOOR PLAN AND DOOR OPENINGS SHALL EXTEND TTHE SURFACE OF THE EXTERIOR 8003 118TH AVE NE A5- R16HT SIDE MAIN FLOOR PLAN WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE KIRKLAND, WA g8055 A5.1- LEFT SIDE MAIN FLOOR PLAN 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY (425) 242-74g0 Ab- RIGHT SIDE UPPER FLOOR PLAN CONSTRUCTION WITH FRAME OR STUCCO WALLS STRUGTURAL ENGINEER BTL EN61NEERINO Ab.1- LEFT SIDE UPPER FLOOR PLAN 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPINGS AND SILLS Ig011 WOODINVILLE-SNOHOMISH RD NE A7- R16HT SIDE ROOF FRAMIN6 PLAN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM SUITE 100 WOODINVILLE, WA g8072 A7.1- LEFT SIDE ROOF FRAMIN6 PLAN 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH A8- BUILDING SECTION a WSEG NOTES TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME (425) 814-8448 El- PLAN 1727 ELECTRICAL PLAN ULL AT WAND ROOF INTERSECTIONS 6. AT HALL A DI- RATED WALL DETAIL 7. AT BUILT IN GUTTERS D2- ARCHITECTURAL DETAILS GORES ANa GOMPL I ANGES 2015 IRO, 2015 W5E0 P I RE SPRINKLER NOTE AN NFPA13D FIRE SPRINKLER SYSTEM IS REQUIRED. EACH UN (LOT) IS SEPERATEO BY AN I" INCH AIR SPACE AND EACH UNIT'5 ONE HOUR PARTY WALL PER DETAIL ON A-12 HEATING NOTE ELEOTRIC DUCTLESS HEAT PUMP HEAT FOR ALL PRIMARY SPACES PLAN 1'7:2 7 SQUARE FOOTA6E5 LOWER 551 MAIN 712 UPPER 684 TOTAL 1727 GARAGE 411 CVRO. PORCH 32 501- GENERAL STRUCTURAL NOTES 502a/b- FOUNDATION PLAN 505a/b- SECOND FLOOR FRAMIN6 PLAN 504a/b- THIRD FLOOR FRAMIN6 PLAN 505a/b- ROOF FRAMIN6 PLAN 5060/10- STRUCTURAL DETAILS SO-7- STRUCTURAL DETAILS 508- STRUCTURAL DETAILS SOg- STRUCTURAL DETAILS ADDRE55 NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 112" AND TO BE ON A CONTRASTING BAGK6ROUND PER IRG 5111.1 �a �o a= ,p J