Laserfiche WebLink
WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-A3 <br />40'-0" <br />40'-0" <br />200'-0" <br />40'-0" <br />40'-0" <br />C <br />C <br />CONNECT ROOF DRAIN <br />LEADERS TO ON —SITE <br />UTILITY STUB TYP. COORD. <br />WITH UTILITY PLAN <br />40'-0" <br />0 <br />0 <br />R.D. #4 <br />9'-0„ <br />50'-0" <br />—30"X54" ROOF <br />ACCESS HATCH <br />0 <br />w <br />d <br />0 <br />J <br />N <br />(-2- ROOF PLAN <br />SCALE: 1/16"=1'-0" <br />44'-0" <br />150'-0" <br />50'-0" <br />A4 <br />R.D. #5 <br />UNDERGROUND ROOF <br />DRAIN LEADER TYPICAL <br />ROCK BALLAST OVER <br />60 MIL EPDM MEMBRANE <br />AND 2 LAYERS RIGID INSULATION <br />0 <br />w <br />d <br />0 <br />J <br />N <br />50'-0" <br />ROOF TOP UNITS SIZE AND LOCATION TO BE DETERMINED <br />WITH DESIGN BUILD CONTRACTOR. COORDINATE WITH <br />ARCHITECT AND STRUCTURAL ENGINEER <br />NORTH <br />45'-0" <br />I� A4 <br />10'-0" MIN. TO ROOF EDGE <br />C / <br />UNLESS GUARDRAIL IS PROVIDED <br />TOP TREAD <br />WITHIN 1" OF <br />FINISHED ROOF <br />26 RISERS AT 12.62" = 27-4"± (VERIFY) <br />STL. ANGLE FRAME <br />3-1 /2"x3-1 /2"x1 /4" <br />WELD TO TOP CHORD <br />OF ROOF JOISTS. <br />MC12x10.6 STL. <br />CHANNEL STRINGERS <br />18" MIN. TREAD WIDTH, <br />6" MIN. TREAD DEPTH, <br />DEFORMED CHECKER <br />PLATE W/ 1-1/2" LIP. <br />VERIFY LOCATION WITH OWNER <br />1-1/4" INSIDE 0 STL. PIPE <br />HANDRAIL SHOP WELDED TO <br />STL. STRINGER (BOTH SIDES) <br />Q GRIND SMOOTH <br />—ROOF SCUTTLE (MIN. 8 SQUARE <br />FEET WITH A MIN. DIMENSION <br />OF 20"), CURB AND COUNTER, <br />FLASHING BY SCUTTLE SUPPLIER <br />NOTE: ENTIRE STAIR ASSEMBLED <br />Q SHOP AS FAR AS POSSIBLE <br />3"x3"x1 /4" CLIP ANGLES — <br />ATTACH TO CONC. SLAB W/ <br />1/2" EXPAN. BOLTS AND WELD <br />TO STRINGERS (SAME AT TOP) <br />FIN FLOOR ELEV. = 100'-0" <br />A3 <br />SHIPS LADDER DETAIL <br />SCALE: 1/2" = 1'-0" <br />EXISTING ROOF <br />ACCESS HATCH <br />kill6111111161111111 <br />4'-0" O.C. MAX. BETWEEN <br />POSTS <br />LADDER <br />PROFILE <br />C <br />10 <br />NOTE: PROVIDE INTERMEDIATE <br />LANDING IF SHIPS LADDER IS <br />OVER 18'-0" TALL. <br />36" MIN. LANDING <br />/ / <br />EXISTING <br />SLOPE <br />ROOF PLAN <br />SCALE: 1 /16"=1'-0" <br />NORTH <br />45-0" <br />/ <br />/ <br />PLAN NOTES: <br />1. ADDITION ROOF SLOPES 24" OVER 179'-0" (1.1%) <br />2. NEW BUILDING ROOF SLOPES 12" OVER 88'-0" (1.1%) <br />3. ROOF TOP UNIT LOCATIONS MUST BE CONFIRMED WITH <br />DESIGN BUILD MECHANICAL DRAWINGS. ROOF TOP UNITS <br />TO BE LOCATED AWAY FROM THE PARAPET EDGE SO <br />FAR AS POSSIBLE TO MINIMIZE THEIR APPEARANCE <br />FROM THE GROUND. <br />4. ROOF DRAIN AND DRAIN LEADER DESIGN IS BY <br />PLUMBING CONTRACTOR LEADERS TO BE TIED INTO <br />ONSITE STORM DRAIN — SEE CIVIL PLAN FOR STUB LOCATION <br />45'-0" <br />AREA SERVED <br />BY ROOF DRAIN <br />ROOF DRAIN #1 ROOF DRAIN #4 <br />± 6,981 S.F. ± 4,312 S.F. <br />ROOF DRAIN #2 ROOF DRAIN #5 <br />± 14,320 S.F. ± 8,712 S.F. <br />ROOF DRAIN #3 <br />± 14,141 S.F. <br />SLOPED <br />STRUCTURE <br />ROCK BALLAST OVER <br />60 MIL EPDM MEMBRANE <br />AND 2 LAYERS RIGID INSULATION <br />ROOF TOP UNITS SIZE AND LOCATION TO BE DETERMINED <br />WITH DESIGN BUILD CONTRACTOR. COORDINATE WITH <br />ARCHITECT AND STRUCTURAL ENGINEER <br />SLOPED <br />STRUCTURE <br />CONNECT ROOF DRAIN <br />LEADERS TO ON —SITE <br />UTILITY STUB TYP. COORD. <br />WITH UTILITY PLAN <br />UNDERGROUND ROOF <br />DRAIN LEADER TYPICAL <br />OVERFLOW SCUPPER <br />TYP AT EACH ROOF DRAIN <br />SEE ELEVATION FOR SIZE <br />AND LOCATION <br />LAMPERT <br />ARCHITECTS <br />550 Vandalic St, Ste 120 ��• <br />St. Paul, MN 55114 iUi <br />Phone:763.755.1211 <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 Ph: 651-681-0200 <br />Mendota Heights, MN 55120 Fax: 651-681-0235 <br />ADDITION <br />St NW, Ramsey, Minnesota <br />Copyright 2026 <br />Leonard Lampert Architects Inc. <br />Project Designer: JAMES B <br />Drawn By: JRB <br />Checked By: LL <br />Revisions <br />7/2/26 ISSUE FOR PERMIT <br />ROOF PLAN <br />Sheet Number <br />Project No. 251003-4 <br />