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a <br />I <br />J <br />a <br />w <br />Of <br />w <br />_> <br />0 <br />O <br />J <br />J <br />O <br />0_ <br />Q <br />J <br />Q <br />w <br />0- <br />w <br />> <br />0 <br />O <br />J <br />J <br />O <br />a_ <br />Q <br />E <br />0 <br />c <br />a) <br />Il <br />❑1 1 HOUR 2x6 EXTERIOR WOOD STUD WALL <br />Exterior Side: One Layer 48" Wide 5/8" Type 'X' Gypsum Sheathing, <br />Applied <br />Parallel to 2x6 Wood Studs With 1 3/4" Galvanized Roofing Nails, <br />0.120" Shank, <br />7/16" or 1/2" Heads, 4" o.c. At Vertical Joints And 7" o.c. At <br />Intermediate <br />Studs And Top and Bottom Plates. Joints Of Gypsum Sheathing <br />May Be Left <br />Untreated. Exterior Cladding To Be Attached Through Sheathing <br />to Studs. <br />(Load Bearing) <br />Interior Side: One Layer 5/8" Type 'X' Gypsum Wallboard, Woter—Resistont <br />Gypsum Backing Board or Gypsum Veneer Base Applied Parallel <br />Or At Right Angles to Studs With 6d Coated Nails, 1 7/8" Long, <br />0.0915" <br />Shank, 1/4" Heads, 7" o.c. <br />GA FILE NO. WP 8105 <br />2X6 WOOD STUDS <br />ALLOWED TO BE <br />SUBSTITUTED FOR 2x4 <br />2❑ 3-5/8" STEEL STUD WALL <br />BUILD TO DECK ABOVE 3-5/8" STEEL STUDS <br />F, 5/8" GYPSUM BOARD <br />10 WALL TYPES <br />A3 SCALE: 1" = 1'-0" T = TEMPERED <br />ANODIZED <br />D1 ALUMINUM <br />ANODIZED <br />ALUMINUM <br />MINUM <br />IEL <br />LL <br />9 DOOR TYPES <br />A3 SCALE: 1/4" = 1'-0" T = TEMPERED <br />TOP OF STUDS <br />Y EL. = 119'-4" <br />OL TOP OF STUDS <br />EL. = 117 -4 <br />ik CLEAR HEIGHT <br />EL. = 112.-0 <br />FINISHED FLOOR <br />EL. = 100 -0 <br />TOP OF FOOTING <br />EL. = 96 -8 <br />OVERFLOW SCUPPER <br />ADJACENT TO EACH <br />ROOF DRAIN <br />SEE ELEVATIONS FOR <br />BOTTOM OF SCUPPER LOCATIONS <br />EL. = FIELD VERIFY r — — — — <br />N <br />FINISHED <br />ROOF ELEVATION <br />NOTE: OVERFLOW SCUPPER IS SIZED ACCORDING TO IBC 1502.2.3 <br />VERIFY WITH THE PLUMBING DESIGNER AND INT'L PLUMBING CODE <br />OVERFLOW SCUPPER DETAIL <br />A l SCALE: 1 /4" = 1'-0" <br />2„ 3,-0„ 2„ <br />2 2-10 2 3-0 2 2-10 2 <br />N N <br />I I <br />N CV <br />N CV <br />00 <br />I <br />00 <br />I <br />a) <br />o <br />I <br />T <br />- <br />0 <br />1 <br />T <br />0 <br />- <br />0 <br />1 <br />1 <br />o <br />1 <br />N <br />ANODIZED ALUMINUM TINTED ANODIZED ALUMINUM <br />F1 GLASS WITH LOW-E COATING TINTED GLASS WITH <br />LOW-E COATING <br />8 FRAME TYPES <br />A3 SCALE: 1/4" = 1'-0" T = TEMPERED <br />DOOR & FRAME SCHEDULE <br />DR # <br />DOOR SIZE <br />THICK <br />DOOR <br />FRAME <br />REMARKS <br />101 A <br />3'-0"x7'-0" <br />1 3/4" <br />D1 <br />F1 <br />INSULATING GLASS <br />101B <br />3'-6"x7'-0" <br />1 3/4" <br />D1 <br />F2 <br />INSULATING GLASS <br />102 <br />3'-0"x7'-0" <br />1 3/4" <br />D2 <br />F2 <br />INSULATED <br />1 <br />UPDATED ELEVATIONS <br />TO MEET CITY REQUIREMENTS <br />SIGNAGE LOCATIONS TO BE <br />VERIFIED WITH TENANT <br />SIGNAGE LOCATION ARE SIGNAGE BY SEPARATE PERMIT <br />SCHEMATIC AND MUST BE PREFINISHED METAL <br />VERIFIED WITH THE TENANT CANOPY <br />SIGNAGE IS BY SEPARATE 4 E.I.F.S. SYSTEM <br />PERMIT A4 ANODIZED ALUM COLOR: STORM GREY <br />FRAMES PREFIN. METAL <br />A4 ALUMINUM <br />7 7CAP FLASHING <br />NOTES: <br />1. ALL DOOR HARDWARE TO BE SPECIFIED & PROVIDED BY CONTRACTOR <br />2. ALL EXIT HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, <br />OR TWISTING OF THE WRIST. MOUNT HARDWARE BETWEEN 34"-48" <br />(ANSI A117.1-404.2.6) <br />3. PROVIDE A KNOX BRAND FIRE DEPARTMENT KEY BOX AS SPECIFIED BY <br />THE FIRE MARSHAL <br />4. THE MAIN EXIT IS ALLOWED TO HAVE A KEYED LOCK PROVIDED THAT <br />THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED AND A KNOX BRAND - <br />SIGN WITH 1" CONTRASTING LETTERS IS POSTED ON THE EGRESS SIDE LOCK BOX <br />STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS VERIFY WITH <br />OCCUPIED'. (IBC 1008.1.9.3) FIRE MARSHAL <br />6'-8„ <br />01 <br />3'-411 2'-0" 10 <br />2" 10" 4' - 8" 10" 2" <br />2" 3,-0" 2" 2"10 <br />N N <br />N <br />O O <br />I I O <br />N N <br />N <br />N - N - <br />� <br />I I I <br />O <br />i i I T T <br />0 <br />o <br />� N � I <br />I I <br />N 1 N 1 <br />W1 N DALUMINUM DALUMINUM <br />INSULATING GLASS M © INSULATING INSULATING GLASS © SULATING GLASS <br />WITH LOW-E COATING WITH LOW-E COATING WITH LOW-E COATING <br />WINDOW TYPES TENANT <br />DESIGN WITH <br />A3 SCALE: 1/4" = 1'-0" T = TEMPERED <br />3 EAST ELEVATION <br />A3 SCALE: 1/8" = 1'-0" <br />0 R mm L -1. <br />ROOF DRAIN <br />OUTLET ON <br />SPLASHBLOCK <br />5 WEST ELEVATION <br />A3 SCALE: 1/8" = 1'-0" <br />6 SOUTH ELEVATION <br />A3 SCALE: 1/8" = 1'-0" <br />BUILDING ADDRESS <br />NUMBERS <br />E.I.F.S. SYSTEM <br />COLOR: MORNING MIST <br />BRICK ACCENT <br />COLOR: LIGHT GREY <br />ROCKFACE BLOCK <br />COLOR: SHADOW <br />ROCKFACE BLOCK <br />COLOR: OAK <br />ROOF ACCESS <br />POINT <br />ROOF ACCESS POINT <br />OVERFLOW SCUPPER <br />( TYPICAL) <br />PLAN NOTES: <br />1. ROOF SLOPES 8" OVER 58'-0" (1.1%) <br />2. ROOF TOP UNIT LOCATIONS MUST BE CONFIRMED WITH MECHANICAL DRAWINGS (DESIGN BUILD) <br />ROOF TOP UNITS TO BE LOCATED AWAY FROM THE PARAPET EDGE SO FAR AS POSSIBLE <br />TO MINIMIZE THEIR APPEARANCE FROM THE GROUND. <br />3. ROOF DRAIN AND DRAIN LEADER DESIGN IS BY PLUMBING CONTRACTOR <br />AREA SERVED BY ROOF DRAIN <br />ROOF DRAIN #1 <br />± 2,007 S.F. <br />28'-0" 32'-0" <br />VERT ACCESS LADDER 4 <br />WITH ANTI —CLIMB A3 <br />i <br />o I <br />R.D. #1 <br />FULLY ADH RED <br />60 MIL TPO MEMBRANE <br />PROVIDE ALL THRU ROOF <br />UTILITY PENETRATIONS <br />PER TENANT DESIGN <br />0I 5 <br />0 A3 <br />INDICATES SLOPED <br />A4 ROOF STRUCTURE <br />INDICATES TAPERED <br />INSULATION <br />I <br />1 <br />UPDATED EXTERIOR WALL THICKNESS <br />TO REFLECT MATERIAL CHANGES <br />_.PMANENT VERTICAL LADDER <br />WITH ANTI -CLIMB DEVICE <br />16" WIDE MIN <br />14" RUN SPACING MAX <br />6" TOE SPACE MIN <br />SIDE RAILING 30" ABOVE PARAPET MIN <br />r6la, <br />W <br />2 ROOF PLAN - BLDG B <br />A3 SCALE: 1/8" = 1'-0" 2,240 S.F. <br />28'-0" 32'-0" <br />ROOF DRAIN LEADER 4 <br />TO DAYLIGHT ABOVE A3 <br />GRADE ON SPLASHBLOCK <br />CANOPY ROOF <br />BELOW <br />I <br />N <br />0 <br />1-HOUR RATED EXTERIOR WALL <br />I <br />RISER <br />MECH <br />102� <br />102 <br />;� <br />W1 o <br />M <br />ELEC <br />2 <br />1 <br />1 <br />UPDATED EXTERIOR WALL THICKNESS <br />00 <br />9'-0» 2 <br />TO REFLECT MATERIAL CHANGES <br />iv <br />00 <br />I <br />I <br />` <br />_ <br />W1 <br />LEASEABLE <br />M <br />I <br />I <br />—_ <br />INTERIOR BUILD —OUT <br />101A <br />1 <br />00 <br />DESIGN BY OTHERS 4 <br />o 00 <br />io <br />to <br />I <br />`� <br />A3 W1 <br />— <br />A4 <br />0 0 <br />3 <br />�I <br />W1 <br />3 <br />A4 <br />VESTIBULE BY <br />A3 <br />LANDLORD. VERIFY <br />�`' <br />^ <br />00 <br />DESIGN WITH <br />2 <br />I <br />I <br />INTERIOR BUILD -OUT <br />A4 <br />�`� <br />I <br />N O <br />__0101B� <br />I <br />A4 <br />9 <br />a0 <br />I <br />I <br />_ <br />M <br />O <br />� <br />o0 <br />© <br />© W1 W1 W1 <br />I N <br />— — <br />� <br />© <br />I 6 <br />A3 <br />2' 0" 1' 4' 1' 4' 2' 0" <br />1' 8 6'-8" <br />1' 8' 6'-8" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" <br />6'-8" <br />13'-4" <br />10'-0" <br />36'-8" <br />L A M P E R T <br />A R C H I T E C T S <br />420 Summit Avenue <br />St. Paul, MN 55102 <br />Phone:763.755.1211 Fox:763.757.2849 <br />Iampert@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 />W&4w-- <br />SIGNATURE <br />LEONARD LAMPERT <br />PRINT NAME <br />13669 <br />LICENSE NO. <br />8/19/22 <br />DATE <br />)AVA <br />P R O P E R T I E S <br />879 Scheffer Avenue <br />St. Paul, MN 55102 <br />Phone: 952-403-9595 <br />W <br />> <br />(A <br />r. <br />s <br />.J <br />0 <br />i <br />OJ <br />U <br />0 <br />0 <br />ce <br />0 <br />0 <br />Copyright 2022 <br />Leonard Lampert Architects Inc. <br />Project Designer: JAMES B <br />Drown By: ALE <br />Checked By: LL <br />Revisions <br />J/ 1 J/ LL <br />r I\LLIIV11114 1IN I <br />7/12/22 <br />ISSUE FOR CONST <br />8/19/22 <br />REVISIONS 01 <br />BUILDING B <br />FLOOR PLAN <br />BUILDING ELEVATIONS <br />Sheet Number <br />AOMEN <br />Project No. 220210-2 <br />