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P o IlkDESIGN EXTERIOR MATERIAL FINISH SCHEDULE G R 0 U P POPE DESIGN GROUP MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION DOOR SCHEDULE- CORE AND SHELL 767 N. EUSTIS STREET, SUITE 190 Door Panels Door Frame FIRE ST. PAU L, M I N N ESOTA 55114 CMR-1 CORRUGATED METAL TBD TBD GREY ROOF Dr. Total of Panels #of Panel 1 Panel 2 Glass Head Glass Jamb Hard RATING 651.642.9200 ROOF Revision No. From Room To Room Width Height Pnls. Type Width Type Width Thick Material Type Type Height Material Type Detail ware (MIN) Comments WWW.POPEDESIGN.COM ENGINEERED WOOD LP FACTORY PRIMED; FIRST FLOOR EWS 1 HORIZ. LAP SIDING SMARTSIDE FACTORY FINISHED WHITE GROUND LEVEL, SEE ELEVATIONS 100A IRRIGATION CONTROLS& 3-0 71-011 1 PNL.F.HM 3-0 1 3/4 HM -- FRM.001.HM1 2 HM STORAGE CM-1 SPLIT FACE CMU AMCON SPLIT FACE GREY SPICE GROUND&ROOF LEVEL, SEE ELEVATIONS 100E IRRIGATION CONTROLS& 9'-0" 8'-0" 1 PNL.OHI.STL 9'-0" 2" STL -- FRM.1201.STL4 V-0" -- -- MOTORIZED STORAGE -- TRIM-1 ENGINEERED WOOD LP SMARTSIDE FACTORY PRIMEC; TBD GROUND&ROOF LEVELS, SEE ELEVATIONS 101A SEPTIC CONTROLS 3'-0" 7'-0" 1 PNL.F.HM 3'-0" 1 3/4" HM FRM.001.HM1 2" HM SIDING FASCIA FACTORY FINISHED 101B SEPTIC CONTROLS 9'-0" 8'4" 1 PNL.OHI.STL 9'-0" 1 1 2" STL -- FRM.1201.STL4 V-0" -- -- MOTORIZED TRIM-2 ENGINEERED WOOD LP SMARTSIDE FACTORY PRIMEC; TBD GROUND&ROOF LEVELS, SEE ELEVATIONS SIDING TRIM FACTORY FINISHED _- -- FORM"DOME"OF LiBERTY EXPOSED CONC. CAP NOTE: " 11Classical Academy 0 w o 2" VARIES 2" THE BASIS OF DESIGN MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. U) 46 `� SEE SCHED -- - T-6"LONG X 6" I.D. STEEL PIPE FILLED w/ -99 CONCRETE, FIELD PAINT o LU - 1/2" EXPANSION MATERIAL w/ROD&SEALANT w U) ' CONCRETE SLAB o Liberty c assica t' > a 18"TUBE FORM KICKPLATE Academy ;L VERIFY WITH o "MIN. OF CONC. COVER GROUPARE Phase 1 0 over Rogow! }-.4, a+ d1 FRM.001.HM1 PNL.OHI.STL PNL.F.HM C h o A H H t on F. Z HUGO U 9 PIPE BOLLARD DETAIL 8 FRAME TYPES 7 DOOR TYPES — Kimley >>> Horn A2.1 1 /2111 = 1 1-011 A2.1 1 /411 = 1 ,-0„ A2.1 1 /411 = 1 '-011 �w Expect More. Experience Better. 2 EWS-1 TYPICAL WOOD LOOK LAP SIDING CLADDING CMR-1 DARK CORRUGATED METAL ROOFING CM-1 SPLIT FACE BLOCK Z)'1 1 C 2 A2.2 V) A B Z 1 C EXTERIOR ELEVATION KEY NOTES 0 E01 CMR-1 CORRUGATED TIN ROOF 121'-ROOF RIDGE ROOF RIDGE E02 EWS-1 LAP SIDING, FACTORY PRIMED WITH PAINT FINISH. 6 U E03 EWS-2 BOARD & BATTEN SIDING, FACTORY PRIMED WITH 4 E05 A2.1 PAINT FINISH. ..1E01, E04 TRIM-1 1X3 OVER 1X8 ROOF EAVE/RAKE TRIM, FACTORY PRIMED WITH PAINT FINISH. 1 T.O.STUD WALL OgL T.O.STUD WALL A2.2 E05 TRIM-2 1X8 GABLE TRIM, FACTORY PRIMED WITH PAINT FINISH. E04 110'-8" 110'-8" E06 TRIM-3 1X8 TRIM, FACTORY PRIMED WITH PAINT FINISH, 3 PROVIDE PRE-FINISHED METAL FLASHING CAP. EE 6 Eo6 A2.1 u E07 TRIM-3 1X6 DOOR TRIM, FACTORY PRIMED WITH PAINT FINISH, E Lj o7 100A PROVIDE PREFINISHED METAL FLASHING CAP AT HEAD. E09 E08 CONCRETE STOOP, SEE STRUCTURAL. u FIRST FLOOR FIRST FLOOR E09 PRIMED AND PAINTED PIPE BOLLARD, SEE DETAIL. 0 100'-o" E02 100'-o" FLOOR PLAN, EXT. E10 CONCRETE APRON, SEE STRUCTURAL. E08 T.O.FOOTING T.O.FOOTING ELEVATIONS EXT. 96'-0" — — — 96'-0" Z MI-iII111111 --i IL MATT FINISH 5 A2.1 SCHEDULE ISSUES& REVISIONS DATE FLOOR PLAN GENERAL NOTES 6 WEST BUILDING ELEVATION 5 SOUTH BUILDING ELEVATION 4 ROOF PLAN A2.1 A2.1 1 /8" = 1 '-0" A2.1 1 /8" = 1 '-0'I, 1/811 = 1 '-0" 9 P A. DO NOT SCALE DRAWINGS. TRUE PROJECT NORTH NORTH B. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2 C. IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR 1 A2.1 C SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 40'4" D. IN ALL CONSTRUCTION TYPES,ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE 8'-0" if 9'-0" 19 6'-0" 9'-0" 8'-0" PRESERVATIVE-TREATED: 6-6" 12'4" 3'-0" 12'-0" 6-6" 1. WOOD IN CONTACT WITH THE GROUND OR WATER 2. WOOD IN EXTERIOR FOUNDATION WALLS. CONC.APRON, -- CONC.APRON, 3. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR B A C 1 SEE STRUCT. - SEE STRUCT. MASONRY FOUNDATION WALLS. 4. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH. 100B 101 B ' ---- PIPE BOLLARD 5. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS A E. SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS& ROOF RIDGE ROOF RIDGE ABBREVIATIONS. 121'-3" E03 OEOE 4 121'-3" A82 u F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND E05 STANDARDS AS AMENDED BY LOCAL CODES. OE 1 u 6 G. PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO A2.1 I hereby certify that this plan, specification, or CASEWORK, EQUIPMENT,ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND o L - L — report was prepared by me or under my direct MOUNTING HEIGHTS OF BLOCKING. IRRIGATION SEPTIC supervision and that I am a duly Licensed T.O.STUD WALL T.O.STUD WALL CONTROLS CONTROLS H. INSTALL MANUFACTURED ITEMS, MATERIALS,AND EQUIPMENT IN STRICT ACCORDANCE WITH 110'-8" 110'-8" &STORAGE 101 Architect under the laws of the State of THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS. E04 0 100 _ Minnesota 5-0 5-0 I. DELIVER, STORE,AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE E06 E07 OE 6 Cl) CONC. STOOP, CONC. STOOP, MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED 01A `J E07 101 B 100B SEE STRUCT. _ SEE STRUCT. 3 MATERIALS. A2.1 J. CONTRACTOR SHALL PROVIDE CEILING AND WALL ACCESS PANELS AS REQUIRED. VERIFY EXACT q o LOCATION WITH THE ARCHITECT. FIRST FLOOR FIRST FLOOR ih C° Date: 02/27/24 E02 100'-0" E02 100'-0" K. THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION (INCLUDING CUT SHEETS AND FINISH E08, E09 E10 SAMPLES)FOR THE FOLLOWING ITEMS TO THE ARCHITECT FOR COORDINATION AND — _ T.O.FOOTING — '—' — _ T.O.FOOTING o _ COMMISSION NO: COMPLIANCE WITH THE DESIGN INTENT: — — 96'-0" — — 96'-0" 1 00 °O WOOD FRAMING co ti ~ DRAWN BY: BW SIDING ROOF SHINGLES B CHECKED BY: EK DOORS, FRAMES AND HARDWARE WOOD TRUSSES MASONRY 5 SHEET L. REQUESTS FOR SUBSTITUTIONS FOR ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE A2.1 ARCHITECT FOR APPROVAL. THE BURDEN OF PROOF OF MERIT OF A SUBSTITUTION IS UPON THE PROPOSER. THE REQUEST SHALL IDENTIFY AND INCLUDE WITHIN THE SCOPE OF WORK FOR THE SUBSTITUTN ANY AND ALL ADJUSTMENTS MP EM NTIOTHE SUBSTITUTION REQUESTED. THEIARCHEURED IT CT'S DECISION OF APPROVAL OR THE ADJACENT CONSTRUCTION TO 3 EAST BUILDING ELEVATION 2 NORTH BUILDING ELEVATION 1 FIRST LEVEL FLOOR PLAN - - A2el DISAPPROVAL OF A SUBSTITUTION SHALL BE FINAL. A2.1 '°`2 1 1 /8" = 1 '-011 9 TRUE PROJECT TRUE SHEET SCALE NORTH NORTH 0" 1/2" V. C:\Revit Projects\2023\41129-23027C_Outbuilding_R23 Morthrup_PDG.rvt 2�8/2024 5:09:59 PM