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WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-A6 <br />E <br />0 <br />C <br />Li <br />SEE WALL SECTION 1/A6 <br />FOR SIMILAR DETAILS ABOVE <br />NOTE: IF FRAME MUST BE FASTENED <br />THRU HEAD FLASHING, PENETRATION <br />MUST BE SUFFICIENTLY SEALED. <br />I <br />\WEEP <br />COUNTER — <br />SHIM <br />L <br />SHIM <br />BARRIER BTWN <br />ALUVI FLASHING <br />AND STEEL <br />PANEL STRANDS / <br />\ <br />\ <br />0 <br />0 <br />N) <br />FINISHED FLOOR <br />EL. 100'-0" <br />1-1/2" DIA PIPE <br />HANDRAIL 34-38" <br />ABOVE STAIR <br />1'-0" <br />EXTENSION <br />FINISHED GRADE <br />EL. 96'-0" <br />CONCRETE PIER <br />FOR STRINGER <br />FASTENING <br />SEE STRUTURAL <br />\ <br />INSULATED <br />HOLLOW METAL <br />DOOR AND FRAME <br />42" HIGH MIN GUARDRAIL <br />1-1/2" DIA PIPE RAIL <br />TYPICAL <br />21" SPHERE <br />SHALL NOT <br />PASS THRU <br />-0,, <br />EXTENSION \N <br />THRESHOLD SET IN <br />CONT BED OF SEALANT <br />OPEN GRATE STEEL <br />LANDING AND TREADS <br />STEEL STRINGERS <br />CLOSED BACK RISER <br />° <br />1 <br />4 <br />° <br />° <br />° <br />° <br />L <br />ATOP OF FOOTING <br />EL. 93'-0" <br />WALL SECTION AT SERVICE DOOR <br />° <br />1 <br />° <br />SEE WALL SECTION 1/A6 <br />FOR SIMILAR DETAILS ABOVE <br />WEATHERSTRIPPING <br />AS REQUIRED <br />DOCK SEAL <br />BEYOND <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />J <br />1 <br />4 <br />° <br />WALL PANEL BEYOND <br />INSULATED <br />OVERHEAD DOOR <br />ANGLE FRAME <br />AT PERIMETER OF <br />LEVELER RECESS <br />FINISHED FLOOR <br />0 <br />EL. 100'-0" <br />DOCK BUMPERS <br />RECESS FOR <br />DOCK LEVELER <br />POURED CONC <br />HIGH LIFT DOOR TRACK <br />LEVELER PIT <br />SEE STRUCTURAL <br />PAVEMENT <br />FINISHED GRADE SLOPE <br />EL. 96'-0" <br />AN TOP OF FOOTING <br />EL. 93'-0" <br />r <br />L1 <br />c <br />VERIFY <br />44 <br />4 <br />I° <br />Id <br />[<I <br />° <br />4 ° <br />d <br />WALL SECTION AT DOCK DOOR <br />SEE WALL SECTION 1/A6 <br />FOR SIMILAR DETAILS ABOVE <br />WEATHERSTRIPPING <br />AS REQUIRED <br />INSULATED <br />OVERHEAD DOOR <br />PRECAST PANEL BEYOND <br />CONCRETE FILLED <br />STEEL BOLLARD BEYOND <br />1" POSITIVE SLOPE <br />AT FIRST 12" <br />CONCRETE APRON <br />SEE STRUCTURAL <br />FINISHED FLOOR <br />EL. 100'-0" <br />Alb TOP OF FOOTING <br />Igir EL. 97'-0" <br />\i< <br />SLOPE <br />d d <br />° <br />4 ° <br />° <br />4 <br />NOTE: TOP OF PRECAST <br />EL. TO BE 128'-8" FOR <br />NEW BUILDING TYP. <br />4 <br />° <br />HIGH LIFT <br />DOOR TRACK <br />A <br />12" CONCRETE <br />BLOCK <br />2" EXTRUDED RIGID <br />INSUL. (R-10 MIN.) <br />WALL SECTION AT DRIVE-IN DOOR <br />A6 <br />SCALE: 3/4" = 1'-0" <br />PREFINISHED METAL <br />CAP FLASHING <br />TOP OF PRECAST <br />ADDITION BUILDING = 29'-0" (NOT TO SCALE) <br />EL. 129'-0" <br />2x BLOCKING AS <br />REQUIRED <br />4 JOIST BEARING <br />EL. VARIES <br />NEW BUILDING = 28'-8" (NOT TO SCALE) <br />FINISHED FLOOR <br />0 <br />EL. 100'-0" <br />TOP OF FOOTING <br />EL. 97'-0" <br />° <br />° <br />° <br />° <br />°I <br />I <br />I I° <br />C <br />ROOFING MATERIAL UP PARAPET <br />AND UNDER CAP FLASHING <br />ROCK BALLAST <br />60 MIL EPDM MEMBRANE <br />3-1/2" EPS INSULATION} (R-30 MIN) <br />3-1/2" EPS INSULATION <br />1-1/2" METAL ROOF DECK <br />SLOPE <br />STEEL BEAM <br />SEE STRUCTURAL <br />STEEL JOIST//7 <br />SEE STRUCTURAL <br />PRECAST CONCRETE <br />WALL PANEL (R-23.6) <br />1/2" EXPANSION JOINT <br />\i <br />CONCRETE <br />SLAB ON GRADE <br />SEE STRUCTURAL <br />° <br />a° <br />VAPOR BARRIER. VERIFY IF <br />REQ'D WITH SOILS REPORT <br />OR FLOOR FINISH <br />NOTE: VAPOR BARRIER MAY BE <br />INSTALLED ABOVE OR BELOW BASE <br />AT CONTRACTORS OPTION <br />CONCRETE FOOTING <br />SEE STRUCTURAL <br />1 TYPICAL WALL SECTION <br />A6 SCALE: 3/4" = 1'-0" <br />LAMPERT <br />ARCHITECTS <br />550 Vandalia St, Ste 120 <br />St. Paul, MN 55114 <br />Phone:763.755.1 21 1 <br />lampert®lampert—arch.com <br />ARCHITECT CERTIFICATION: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED ARCHITECT UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />SIGNATURE <br />LEONARD LAMPERT <br />PRINT NAME <br />13669 <br />LICENSE NO. <br />07.02.26 <br />DATE <br />Construction, Inc. <br />Commercial Design and Construction <br />1100 Mendota Heights Road <br />Mendota Heights, MN 55120 <br />Ph: 651-681-0200 <br />Fax: 651-681-0235 <br />Z <br />O <br />ce <br />W <br />W <br />St NW, Ramsey, Minnesota <br />�i <br />N <br />co <br />Copyright 2026 <br />Leonard Lampert Architects Inc. <br />Project Designer: JAMES B <br />Drown By: JRB <br />Checked By: LL <br />Revisions <br />7/2/26 <br />ISSUE FOR PERMIT <br />WALL SECTIONS <br />Sheet Number <br />A6 % SCALE: 3/4" = 1'-0" <br />A6 % SCALE: 3/4" = 1'-0" <br />Project No. 251003-4 <br />