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f <br />LAKE STREET <br />DESIGN Co. <br />153 LAKE STREET EAST <br />WAYZATA, MN 55391 <br />0: 612.462.4000 <br />WWW.LAKESTREET.DESIGN <br />TEAM: <br />ARCH. DESIGNER: TYLER <br />INT. DESIGNER: XX <br />PM: xx <br />CONTRACTOR: <br />S W <br />153 LAKE STREET EAST <br />WAYZATA, MN 55391 <br />O: 612.462.4000 <br />WWW.STONEWOOD.COM <br />THIS DRAWING IS THE SOLE <br />PROPERTY OF LAKE STREET <br />DESIGN CO. AND IS ONLY TO <br />BE USED FOR THE PROJECT & <br />SITE IDENTIFIED HEREIN. IT IS <br />NOT TO BE USED ON ANY <br />OTHER PROJECT WITHOUT <br />WRITTEN PERMISSION FROM <br />LAKE STREET DESIGN CO. <br />0 <br />o <br />0 <br />0ol <br />P2 rO <br />Ln <br />Q"' LFl �-- - - -—� P2 � <br />I�-----�I <br />a_ <br />F2 PR1 F2 F2 PR1 - - - - - I O <br />- - - - - - - - - - - - - - - - - - - - 62 - - - - <br />-- - - - - -- --- v J Z <br />CPR1 ___-�3.--__- - - <br />I � <br />0 <br />I I ----- I LJ <br />B3 - ' / / 4 I 0000000 > <br />4 P2 Q <br />OF1 } <br />/ s®® O <br />F2 z <br />cpR1 \ / / / \ \ I Jl Jl J Jl Jl J1 I ;• Lu 0 <br />w Ln <br />O Q N <br />oBl DB1 Bl Bl Bl O O O SHEET LIST <br />Al EXIST. DECK PLANS <br />0000000 Az PROP. DECK PLANS <br />B4 \ \ \ I I A3 PROP. DECK PLANS <br />Si FRAMING PLANS <br />B5 \ \ \ I <br />F1 P1 � \ \ \ <br />— — — — <br />\ \ \ L------------------------ <br />i� \ \ -------------------------------------- <br />J1 \ \ I <br />'.. <br />PROPOSED DECK FRAMING PLAN <br />SCALE: 1/4"- l' O" <br />FRAMING PLANS <br />\ � SHEET NO. <br />Si <br />PUSINKO <br />FRAMING NOTE SCHEDULE <br />Bl <br />W6X25 STEEL BEAM (5�-O�� O.C.) <br />62 <br />W12X58 STEEL BEAM <br />B3 <br />W12X16 STEEL BEAM <br />B4 <br />(2) 2X8 (FLUSH) <br />B5 <br />(3) 2X8 (FLUSH) <br />Jl <br />2X8�S Oa 16�� O.C., MIN. - SIMPSON LUS28 F.M. HANGERS (OR EQ) <br />Pl <br />TREATED bX6 WOOD POST W� SIMPSON LCE4Z POST CAP & ABAbbZ POST BASE (OR EQ) <br />P2 <br />TREATED bX6 WOOD POST W� SIMPSON LCE4Z POST CAP & ABAbbZ POST BASE (OR EQ) -FASTEN BEAM TO TOP OF POST W� (2) 3�8�� X 3�� LAG SCREWS, MIN. <br />PR1 <br />2�-O�� X 2�-O�� CMU PIER W� (4) #4�S VERT. GROUTED SOLID W� FTG. DOWELS TO MATCH, MIN. <br />Fl <br />12�� DIA. CAISSON W� (1) #5 VERT. BELLED OUT TO 16�� DIA AT BASE, MIN. <br />F2 <br />3-OX 3�-O�� X 1�-O�� CONC. PAD FTG. W� (3) #5�S EACH WAY, MIN. <br />ORIGINATION DATE <br />4�28�2025 <br />REVISION DATE <br />4�10�2025 BID SET <br />4�22�2025 BID SET -REV. 1 <br />4�28�2025 CD SET <br />