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STRUCTURAL NOTES: <br /> �1 12" DIA. CAISSONS W/ (1) #5 VERT., MIN. <br /> HELICAL PIERS MAY BE NEEDED TO PREVENT <br /> FROST HEAVE. CONSULT GEOTECHNICAL P1 (3) 2 X 4 POST, MIN. <br /> ENGINEER <br /> ® HEREBY CERTIFY that this plan,specification or <br /> 6 X 6 WOOD POST <br /> report was prepared by me or under my direct <br /> -SIMPSON BC60 HALF BASE (OR EQ.) supervision and that I am a duly Licensed <br /> J4 2 X 8's ® 16" O.C. -SIMPSON LCE4Z POST CAP (OR EQ.) ` Professional Engineer under the laws of the State <br /> J2 O 2 X 6's ® 16" O.C. of Minnesota.® 6 X 6 WOOD POST <br /> A&IO 2 2 X 6 FLUSH -SIMPSON ABA66Z POST BASE (OR EQ.) 611 <br /> O -SIMPSON LPC6Z POST CAP (OR EQ.) ✓ SIGNATURE: tttt///J <br /> R1 2 X 8 RIM (TYP. ON ALL SIDES)O PRINTED NAME: Derek O Phillips a SIMPSON HUC 68 FACE MOUNT HANGER (OR EQ.) <br /> R2 (2) 2 X 8 RIM © REBUILD EXIST. ROOF (BY OTHERS) DATE: 1/26/18 REG.NO.: 475507 <br /> R3 1-j" X 7-j" 2.0E LVL SISTERED A STAIRS AND LANDINGS BY OTHERS <br /> TO 2 X 8 RIM, MIN. j I SAFE HAVEN SE PROJ.#: 18021 <br /> B1 6 X 8 DFL (N) #1 BEAM (DROPPED) NOTE: (2) 2 X 4 POSTS AT OPENINGS, MIN. © [ <br /> B2 6 X 10 DFL (N) #1 BEAM (DROPPED) <br /> 10 6' <br /> 3' -104" 4"POSTS WITH 6'CAPS- <br /> SEE ELEVATIONS <br /> 9' - 4�" 6' 1 <br /> P1 ,I I <br /> EXISTING BLOCK WALL 12"FOOTING NEW AWNING <br /> To REMAIN WINDOW BATT INSULATION—lam j KI <br /> A. SADOWS <br /> P1 6'X 6' POST AT MAIN LEVEL WALLS AD E S I G N S <br /> EXISTING B1 <br /> EASTING BLOCK FOUNDATION FLUSH HDR- REFER _0199 @1 _ i SHEET TITLE: <br /> TO REMAIN - CORE FILL TO STRUCTURAL RETAINING WALL Pl j 1 <br /> OPEN CELLS AS NEEDED s' CARRIAGE DOOR-i REMAIN AS OWNER PROVIDED <br /> ! BOAT HOUSE <br /> REFER TO INT. ELEV I °' DOOR - REPLACE <br /> PLYWOOD ENCLOSURE <br /> FLOOR CANTILEVI3I ABOVE I J J2 I / HARDWARD R2 -01 <br /> RESIDENCE: <br /> ABBOTT <br /> Bi N S¶NG�� INTERIOR: PLYWOOD WALLS I I RESIDENCE <br /> I B1 FLOOR W/ " PLYWOOD 2941 CASCO POINT RD. <br /> TO REMAIN ORONO,MN 55391 <br /> Jl I I i CASEMENT PELLA <br /> IMPERMA(FIBERGLASS) <br /> EXISTING CONC. FLOOR TO71 <br /> -�— WINDOW <br /> REMAIN — E asED J� P1 R1 r�. j PERMIT <br /> FRAMING ON WALLS AND DOCUMENTS <br /> COUNG I NOTE MAINTAIN WATER LINE - 4 S WN 1'i <br /> 12'FOOTING ISSUE DATE:04.03.18 <br /> I �� 14 RISERS REvIsIoN DATES: <br /> AID( DECKING <br /> EXISTING BLOCK REMOVE 6' X 6"POSTi� BOARDS <br /> WALL TO REMAIN 00 PUMP JZ J3III � — F1 ® N �M jj COLOR: SLATE GR Y �C�� <br /> — — SCREWS <br /> — N � � COLOR: SLATE GRAY <br /> NOTE. REPLACE DECKING DOWN TO ALUMINUM RAILING W AID( SHEET NUMBER: <br /> EXISTING FTG. SNE ABOVE 1 LANE��NEW AZEK POSTS; HANDRAIL D BALUSTER <br /> TO REMAIN TO MATCH MAIN HOUSE A2n0 <br /> AZEK STEPS TO 10 <br /> CONC.PAD <br /> A.SADOWSKI DESIGNS <br /> 17800 HUTCHINS DR. <br /> t MINNETONKA,MN 55345 <br /> FOUNDATION PLAN <br /> MAIN LEVEL PLAN 952.303.4230 <br /> 2 SCALE: 1/4"=1-0 1. SCALE: 4"=1'-0" www.asadowskidesings.com <br />