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A. <br />B. <br />C. <br />D. <br />1. <br />2. <br />3. <br />4. <br />5. <br />DO NOT SCALE DRAWINGS. <br />NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. <br />IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR <br />SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION <br />FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. <br />IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE <br />PRESERVATIVE-TREATED: <br />WOOD IN CONTACT WITH THE GROUND OR WATER <br />WOOD IN EXTERIOR FOUNDATION WALLS. <br />WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR <br />MASONRY FOUNDATION WALLS. <br />WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH. <br />AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS <br />E.SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS & <br />ABBREVIATIONS. <br />F.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND <br />STANDARDS AS AMENDED BY LOCAL CODES. <br />G.PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO <br />CASEWORK, EQUIPMENT, ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND <br />MOUNTING HEIGHTS OF BLOCKING. <br />H.INSTALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH <br />THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS. <br />I.DELIVER, STORE, AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE <br />MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED <br />MATERIALS. <br />J.CONTRACTOR SHALL PROVIDE CEILING AND WALL ACCESS PANELS AS REQUIRED. VERIFY EXACT <br />LOCATION WITH THE ARCHITECT. <br />K.THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION (INCLUDING CUT SHEETS AND FINISH <br />SAMPLES) FOR THE FOLLOWING ITEMS TO THE ARCHITECT FOR COORDINATION AND <br />COMPLIANCE WITH THE DESIGN INTENT: <br />WOOD FRAMING <br />SIDING <br />ROOF SHINGLES <br />DOORS, FRAMES AND HARDWARE <br />WOOD TRUSSES <br />MASONRY <br />L.REQUESTS FOR SUBSTITUTIONS FOR ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE <br />ARCHITECT FOR APPROVAL. THE BURDEN OF PROOF OF MERIT OF A SUBSTITUTION IS UPON THE <br />PROPOSER. THE REQUEST SHALL IDENTIFY AND INCLUDE WITHIN THE SCOPE OF WORK FOR THE <br />SUBSTITUTION ANY AND ALL ADJUSTMENTS REQUIRED TO THE ADJACENT CONSTRUCTION TO <br />IMPLEMENT THE SUBSTITUTION REQUESTED. THE ARCHITECT'S DECISION OF APPROVAL OR <br />DISAPPROVAL OF A SUBSTITUTION SHALL BE FINAL. <br />FLOOR PLAN GENERAL NOTES <br />A2.1 <br />3 <br />A2.1 <br />2 <br />A2.1 <br />6 <br />A2.1 <br />5 <br />1 <br />A <br />- <br />- <br />B <br />C <br />8'-0"9'-0"6'-0"9'-0"8'-0" <br />40'-0"20'-8"3'-4"8'-0"6'-6"12'-0"3'-0"12'-0"6'-6"4'-0"7'-8"6'-0"32'-0"5'-0"100A100B <br />A2.2 <br />8 <br />IRRIGATION <br />CONTROLS <br />& STORAGE <br />100 <br />101B PIPE BOLLARD <br />CONC. APRON, <br />SEE STRUCT. <br />CONC. APRON, <br />SEE STRUCT. <br />CONC. STOOP, <br />SEE STRUCT. <br />SEPTIC <br />CONTROLS <br />101 <br />101ACONC. STOOP, <br />SEE STRUCT. <br />5'-0"6'-0"7'-8"FIRST FLOOR <br />100'-0" <br />T.O. STUD WALL <br />110'-8" <br />1 <br />T.O. FOOTING <br />96'-0" <br />C <br />E04 <br />E06 <br />E02 <br />E03 <br />E05 <br />ROOF RIDGE <br />121'-3" <br />FIRST FLOOR <br />100'-0" <br />T.O. STUD WALL <br />110'-8" <br />A <br />T.O. FOOTING <br />96'-0" <br />B <br />E02 <br />E06 <br />E01 <br />E09 <br />E04 <br />ROOF RIDGE <br />121'-3" <br />E07 <br />E08 <br />101A <br />FIRST FLOOR <br />100'-0" <br />T.O. STUD WALL <br />110'-8" <br />1 <br />T.O. FOOTING <br />96'-0" <br />C <br />100B101B <br />E04 <br />E05 <br />E03 <br />E06E07 <br />E02 E09 E10 <br />ROOF RIDGE <br />121'-3" <br />FIRST FLOOR <br />100'-0" <br />T.O. STUD WALL <br />110'-8" <br />A <br />T.O. FOOTING <br />96'-0" <br />B <br />E01 <br />E04 <br />E09 <br />E06 <br />E02 <br />E07100A <br />E08 <br />ROOF RIDGE <br />121'-3" <br />EXTERIOR MATERIAL FINISH SCHEDULE <br />MATERIAL IDMATERIALMANUFACTURERFINISHCOLORLOCATION <br />ENGINEERED WOOD <br />HORIZ. LAP SIDING <br />CMR-1 <br />EWS-1 <br />TBDTBDGREYROOF <br />NOTE: <br />THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. <br />TRIM-1ENGINEERED WOOD <br />SIDING FASCIALP SMARTSIDEFACTORY PRIMEC; <br />FACTORY FINISHEDTBDGROUND & ROOF LEVELS, SEE ELEVATIONS <br />CORRUGATED METAL <br />ROOF <br />FACTORY PRIMED; <br />FACTORY FINISHEDWHITEGROUND LEVEL, SEE ELEVATIONS <br />SPLIT FACE CMUCM-1AMCONSPLIT FACEGREY SPICEGROUND & ROOF LEVEL, SEE ELEVATIONS <br />TRIM-2ENGINEERED WOOD <br />SIDING TRIMLP SMARTSIDEFACTORY PRIMEC; <br />FACTORY FINISHEDTBDGROUND & ROOF LEVELS, SEE ELEVATIONS <br />LP SMARTSIDE <br />PNL.F.HM <br />KICKPLATE- <br />VERIFY WITH <br />HARDWARE <br />GROUP <br />PNL.OH1.STL <br />2" <br />SEE SCHED <br />VARIES2"VARIES- SEE SCHEDSCHED2" OR 4"SEEFRM.001.HM14'-0"4'-0"18" TUBE FORM <br />6" MIN. OF CONC. COVER <br />CONCRETE SLAB <br />1/2" EXPANSION MATERIAL <br />w/ ROD & SEALANT <br />7'-6" LONG X 6" I.D. <br />STEEL PIPE FILLED w/ <br />CONCRETE, FIELD PAINT <br />FORM "DOME" OF <br />EXPOSED CONC. CAP <br />A2.1 <br />3 <br />A2.1 <br />2 <br />A2.1 <br />6 <br />A2.1 <br />5 <br />1 <br />A <br />B <br />C <br />1 <br />A2.2 <br />2 <br />A2.2 <br />D E S I G N G R O U P <br />ISSUES & REVISIONS <br />COMMISSION NO: <br />DRAWN BY: <br />CHECKED BY: <br />SHEET <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Architect under the laws of the State of <br />767 N. EUSTIS STREET, SUITE 190 <br />ST. PAUL, MINNESOTA 55114 <br />651.642.9200 <br />WWW.POPEDESIGN.COM <br />POPE DESIGN GROUP <br />NOT FOR CONSTRUCTION0"1/2"1" <br />TRUE SHEET SCALE <br />DATE <br />2/28/2024 5:09:59 PM <br />C:\Revit Projects\2023\41129-23027C_Outbuilding_R23_DNorthrup_PDG.rvt <br />A2.1 <br />FLOOR PLAN, EXT. <br />ELEVATIONS, EXT. <br />MAT'L FINISH <br />SCHEDULE <br />EK <br />BW <br />Minnesota <br />Date: 02/27/24 <br />Liberty Classical <br />Academy - Phase <br />2: Lower School <br />Addition <br />RAMSEY, MN <br /> 1/8" = 1'-0"A2.1 <br />1 FIRST LEVEL FLOOR PLAN <br /> 1/8" = 1'-0"A2.1 <br />5SOUTH BUILDING ELEVATION <br /> 1/8" = 1'-0"A2.1 <br />3EAST BUILDING ELEVATION <br /> 1/8" = 1'-0"A2.1 <br />2NORTH BUILDING ELEVATION <br /> 1/8" = 1'-0"A2.1 <br />6WEST BUILDING ELEVATION <br />PROJECT <br />NORTH <br />TRUE <br />NORTH <br /> 1/4" = 1'-0"A2.1 <br />7 DOOR TYPES <br /> 1/4" = 1'-0"A2.1 <br />8 FRAME TYPES <br />DOOR SCHEDULE- CORE AND SHELL <br />Revision <br />Dr. <br />No.From Room To Room <br />Door Panels Door Frame <br />Jamb <br />Detail <br />Hard <br />ware <br />FIRE <br />RATING <br />(MIN)Comments <br />Total of Panels # of <br />Pnls. <br />Panel 1 Panel 2 <br />Thick Material <br />Glass <br />Type Type <br />Head <br />Height Material <br />Glass <br />TypeWidthHeightTypeWidthTypeWidth <br />FIRST FLOOR <br />100AIRRIGATION CONTROLS & <br />STORAGE <br />3'-0"7'-0"1 PNL.F.HM 3'-0"1 3/4"HM --FRM.001.HM1 2"HM -- <br />100BIRRIGATION CONTROLS & <br />STORAGE <br />9'-0"8'-0"1 PNL.OH1.STL 9'-0"2"STL --FRM.1201.STL4 1'-0"----MOTORIZED <br />101ASEPTIC CONTROLS 3'-0"7'-0"1 PNL.F.HM 3'-0"1 3/4"HM --FRM.001.HM1 2"HM -- <br />101BSEPTIC CONTROLS 9'-0"8'-0"1 PNL.OH1.STL 9'-0"2"STL --FRM.1201.STL4 1'-0"----MOTORIZED <br /> 1/2" = 1'-0"A2.1 <br />9 PIPE BOLLARD DETAIL <br />EXTERIOR ELEVATION KEY NOTES <br />E01CMR-1 CORRUGATED TIN ROOF <br />E02EWS-1 LAP SIDING, FACTORY PRIMED WITH PAINT FINISH. <br />E03EWS-2 BOARD & BATTEN SIDING, FACTORY PRIMED WITH <br />PAINT FINISH. <br />E04TRIM-1 1X3 OVER 1X8 ROOF EAVE/RAKE TRIM, FACTORY <br />PRIMED WITH PAINT FINISH. <br />E05TRIM-2 1X8 GABLE TRIM, FACTORY PRIMED WITH PAINT FINISH. <br />E06TRIM-3 1X8 TRIM, FACTORY PRIMED WITH PAINT FINISH, <br />PROVIDE PRE-FINISHED METAL FLASHING CAP. <br />E07TRIM-3 1X6 DOOR TRIM, FACTORY PRIMED WITH PAINT FINISH, <br />PROVIDE PREFINISHED METAL FLASHING CAP AT HEAD. <br />E08CONCRETE STOOP, SEE STRUCTURAL. <br />E09PRIMED AND PAINTED PIPE BOLLARD, SEE DETAIL. <br />E10CONCRETE APRON, SEE STRUCTURAL. <br /> 1/8" = 1'-0"A2.1 <br />4 ROOF PLAN <br />PROJECT <br />NORTH <br />TRUE <br />NORTH <br />EWS-1TYPICAL WOOD LOOK LAP SIDING CLADDING CMR-1DARK CORRUGATED METAL ROOFINGCM-1SPLIT FACE BLOCK