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3610 W MUKILTEO BLVD 2020 Plans 2022-12-01
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3610 W MUKILTEO BLVD 2020 Plans 2022-12-01
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Last modified
12/1/2022 11:22:25 AM
Creation date
6/23/2022 9:35:25 AM
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Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3610
Permit
B2004-008
PW2004-007
Year
2020
Notes
NEW 2580 SQ FT SINGLE FAMILY RESIDENCE
Address Document Type
Plans
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GENERAL NOTES; <br />BS4 <br />855 <br />BS6 <br />1. EXTERIOR FRAMING SHALL RE 2X6 CONSTRUCTION 161, O.C. <br />P-14 <br />P-14 <br />'11 -44 <br />UNO. INTERIOR WALLS SHALL BE 2X4 16" O.C. UNO OR <br />FURRING IS NEEDED. <br />2. THREE STUD CALIFORNIA CORNERS SHALL BE USED <br />55'-10" <br />WITHOUT THE NECESSARY DRYWALL CLIPS. <br />C <br />3. INTERIOR DRYWALL SHALL RE 1/2" THROUGHOUT. S/ 11 ON <br />16'-01/2" <br />B'-3" <br />6'-2" <br />4-1 <br />w <br />MASTER CEILING AND GARAGE SEPARATION. <br />Exterior Elevation East <br />� E4 1 <br />LL <br />u <br />V-7 <br />u <br />B. RIGID INSULATION MUST BE USED BETWEEN ALL WINDOW <br />\�-! <br />HEADERS WHERE GAP IS PRESENT.Co <br />4. COMER WILL NOT RE APPROVED UNTIL FRAMING IS <br />- l --�- <br />- <br />MEASURED AT LESS THAN 16% MC READING ON APPROVE® <br />3 <br />0 <br />METER. <br />"� <br />m <br />S. DO NOT VARY OR MODIFY WORK SHOWN WITHOUT <br />WRITTEN INSTRUCTION FROM THE DESIGNER, <br />6. REPORT ERRORS AND OMISSIONS TO THE DESIGNER/14'-103/4° <br />OP <br />,x <br />0 3� <br />w <br />� <br />OWNER IMMEDIATELY. <br />x <br />$'-3" <br />- Si <br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED <br />1 <br />t. <br />G�r��� j <br />m <br />7' �"Ln <br />., <br />SAFETY PRECAUTIONS AND METHODS, TECHNIQUES OR! <br />- <br />9' CEILING a ' <br />PROCEDURES REQUIRED TO PERFORM THE WORK. <br />N <br />1 <br />R. STRUCTURAL DRAWINGS ARE GENERAL AND <br />rq <br />t <br />21'-10 1/2" <br />3'-611 <br />DIMENSIONING SHOULD BE PULLED FROM PLAN DRAWINGS <br />I� <br />AS NOTED BY ENGINEER. IN THE CASE A SUBSTANTIAL <br />v <br />e <br />CHANGE OR REDLINE SHALL OCCUR THE DESIGNER AND <br />! <br />W01 <br />— -- --� 1'x1'SOFFIT <br />f <br />5'-10 1/2" <br />T <br />ENGINEER SHALL BE NOTIFIED OF THE CHANGE FOR <br />APPROVAL BEFORE MOVING FORWARD, <br />BS3 <br />— <br />-- - <br />- <br />\ <br />-- - ---- ! <br />UP <br />-- <br />---- --- - <br />- - — -- ---- <br />- <br />9. VAPOR RETARDER SHALL BE USED ON WARM SIDE USING A <br />SMART MEMBRANE. <br />t <br />sz <br />Entry <br />Y <br />- <br />I <br />D S <br />Pi <br />BS3 <br />zI <br />-- <br />� <br />- <br />1 <br />Stair Section ast <br />I � <br />8' CEIIIi�IG-- <br />Mechanical <br />D03 <br />Owj <br />CALL®UT NOTES: <br />50 <br />3' B" CEILING <br />S1 <br />1- FOAM PANELS SMALL BE USED TO INSULATED <br />___� �a <br />a4.',_.. <br />r <br />�, <br />CRAWLSPACE, SPRAY FOAM USED AS NEEDED IN SEALING OF <br />O <br />7'-4„ ! DD6 <br />' <br />i <br />BAYS. <br />3 <br />( <br />III <br />2. DOUBLE FAN VENT RATED FOR CRAWLSPACE AIR <br />3-2 <br />1 i <br />9 — 3-21/2"— r <br />\ <br />1'x3' SOFFIT <br />-..--_� # 1 <br />uj <br />m <br />CIRCULATION MUST BE 160CFM MIN. <br />15'-41/2" <br />11'-10 1/4" <br />B.CONCRETE WALLS IN GARAGE SHALL BE 2" RIGID FOAM <br />WITH FUR STRIPS TO ATTACH DRYWALL. <br />o <br />�-E3 <br />-6 <br />E5 <br />P-6 <br />o <br />a <br />4. MECHANICAL ROOM AND ENTRANCE POINTS FOR WATER, <br />SEWER, GAS, SOLAR, AND HVAC CONNECTIONS. <br />W <br />jlet <br />I <br />� <br />m <br />S. CRAWLSPACE ACCESS POINT SHALL BE NO LESS THAN 36 <br />Garage <br />WIDE AND 46" TALL. <br />cv <br />9' CEILING r <br />6.IX3-4 SOFFIT IN GARAGE FOR DUCT WORK AROUND STEEL <br />I <br />s <br />15'-41 /2„ <br />g <br />BEAM, SOFFIT IN SECOND GARAGE SHALL BE 1XV ALONG ITS <br />852 <br />SOU H WALL FOR UC WORKm <br />DUCTWORK. <br />--- <br />-- <br />----- <br />- <br />-- --- - -- --- - --- - - <br />-- - --- <br />--- ! <br />--- - <br />- -- -- <br />-- -- ---- - --- --- <br />BS2 <br />7. ENTRY AND UNFINISHED AREA TO HAVE FURRED CEILING IF <br />Q Cralspalc <br />NEEDED FOR DUCTWORK NO LOWER THAN ' TO FINISHED <br />( BS 1 <br />B51;, <br />� - <br />- <br />' <br />— - — <br />co <br />P-13 <br />F <br />I <br />WA <br />8. BASEMENT WALL SHALL BE I" RS RIGID FOAMBREAK WITH <br />! <br />2X4 WALL AND R15 CAVITY INSULATION. <br />—� <br />23' S 1/2° <br />WJ <br />0 <br />, <br />I <br />A A <br />20'-9 1/2" <br />zo <br />5'-101/2" <br />5'-10 1/2" T-61/2" <br />I <br />� <br />r C) <br />LO <br />lO <br />v <br />DRIVEWAY <br />UP <br />��� <br />i <br />w � <br />U <br />00 <br />i <br />� <br />> <br />®®®> <br />� <br />I <br />C <br />40'-5 1/2" <br />E2 <br />\ P-7 1/l <br />Exterior Elevation West <br />DATE: <br />7/28/2020 <br />F KIT <br />- - --- <br />CALF® <br />SCALED 1/4"®�` <br />1/ ra ® -AV <br />@24x36 <br />SHEET: <br />
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