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Building B ElevationA R C H I T E C T U R E CURTIS MINER CURTIS MINER A R C H I T E C T U R E 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 FAX: (801) 769-3001 cma@cmautah.com SHEET DESCRIPTION: DATE: PROJECT #: PROJ. MAN.: CHECKED BY: MARK THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2016 CURTIS MINER ARCHITECTURE, LLC A 1 2 3 4 5 B C D SHEET: PROJECT: REVISION DATE 3 /1 4 /2 0 1 8 1 1 :4 4 :4 1 A M C :\U s e r s \n a t h a n b \D o c u m e n t s \1 7 - M i k e M i l l e r - B o i s e _2 0 1 7 -0 7 -7 - B u i l d i n g B - C e n t r a l _N a t e B 8 7 .r v t BRICKYARD VI CENTREPOINT WAY MERIDIAN, ID 83646 COVER SHEET G000 MARCH 8, 2018 17-043 EAST BUILDING CM SB P E R M I T S E T BRICKYARD VI CENTREPOINT WAY MERIDIAN, ID 83646 MARCH 8, 2018 EAST BUILDING GENERAL G001 CODE COMPLIANCE G002 ACCESSIBILITY COMPLIANCE G003 WALL AND CEILING TYPES G004 FIRE PENETRATIONS AND JOINT DETAILS G101 LIFE SAFETY PLANS ARCHITECTURAL A001 FOOTING AND FOUNDATION PLAN A101 LEVEL 1 FLOOR PLAN A102 LEVEL 2 FLOOR PLAN A103 LEVEL 3 FLOOR PLAN A104 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A251 INTERIOR ELEVATIONS A252 INTERIOR ELEVATIONS A301 BUILDING SECTIONS A351 WALL SECTIONS A352 WALL SECTIONS A401 ENLARGED FLOOR PLANS A402 ENLARGED FLOOR PLANS A403 ENLARGED FLOOR PLANS A404 ENLARGED FLOOR PLANS A451 STAIR PLANS AND SECTIONS A452 STAIR PLANS, SECTIONS AND DETAILS A501 ARCHITECTURAL DETAILS A601 DOOR TYPES AND WINDOW TYPES A602 DOOR SCHEDULE AND HARDWARE SCHEDULE A701 MISCELLANEOUS DETAIL STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 SPECIAL INSPECTIONS S101 FOUNDATION PLAN S102 CONSTRUCTION DETAILS S201 LEVEL 2 FRAMING PLAN S202 LEVEL 3 FRAMING PLAN S203 ROOF FRAMING PLAN S301 LEVEL 1 SHEARWALL PLAN S302 LEVEL 2 SHEARWALL PLAN S303 LEVEL 3 SHEARWALL PLAN S401 CONSTRUCTION DETAILS S402 CONSTRUCTION DETAILS S501 CONSTRUCTION DETAILS DIMENSION NOTES 1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO: A. COLUMN GRID ON CENTERLINES. B. THE OUTER FACE OF CONCRETE OR MASONRY. C. THE FINISHED FACE OF WALL STUDS. 2. DOOR LOCATIONS NOT DIMENSIONED ARE: A. JAMB FACE 4" FROM FACE OF STUD. B. CENTERLINE OF DOOR ON CENTERLINE OF ROOM OR CORRIDOR. 3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. VERIFY ALL ROUGH -IN, CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE, UNLESS NOTED OTHERWISE. 7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. X SPECIAL INSPECTIONS ENGINEERING CONSULTANTS ELECTRICAL MECHANICAL & PLUMBING STRUCTURAL DESIGN BUILD DESIGN BUILD DYNAMIC STRUCTURES 1887 NORTH 1120 WEST PROVO, UT 84604 BRAD ELLIS 801 -356 -1140 SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE CHAPTER 17. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT OF RECORD, THE ENGINEER OF RECORD, AND TO THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT DOCUMENTING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: ENGINEERED FILL; CONCRETE; REINFORCING FOR POURED -IN -PLACE CONCRETE ABOVE GRADE; REINFORCED MASONRY (IMMEDIATELY PRIOR TO AND DURING GROUTING); BOLTED CONNECTIONS; FIELD WELDING OF STRUCTURAL ROOF DIAPHRAGMS; ALL OTHER FIELD WELDING; ULTRASONIC OR MAGNETIC TESTING OF ALL STRUCTURAL MOMENT FRAME WELDS; SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE; AND STUCCO. BIDDING INFORMATION THESE DOCUMENTS ARE INTENDED FOR PROJECT NEGOTIATION BETWEEN A SINGLE GENERAL CONTRACTOR AND OWNER. THESE DOCUMENTS ARE NOT INTENDED TO BE USED FOR COMPETITIVE BIDDING BY MULTIPLE GENERAL CONTRACTORS. IF THE OWNER ISSUES THESE DOCUMENTS FOR COMPETITIVE BIDDING BY MULTIPLE GENERAL CONTRACTORS, THE OWNER SHALL BE RESPONSIBLE TO PROVIDE PRODUCT AND MATERIAL SELECTIONS AND CONSTRUCTION METHODS DIRECTION TO ALL GENERAL CONTRACTORS. SUCH REQUESTS TO THE ARCHITECT WILL BE REFERRED TO THE OWNER. THE ARCHITECT WILL CLARIFY INFORMATION WITHIN THESE DOCUMENTS FOR A SINGLE OWNER -SELECTED GENERAL CONTRACTOR ONLY. REQUESTS FOR CLARIFICATION SHALL BE DIRECTED TO CURTIS MINER ARCHITECTURE BY THE GENERAL CONTRACTOR. CALLS FROM SUBCONTRACTORS WILL BE REFERRED TO THE GENERAL CONTRACTOR. DEFERRED SUBMITTAL DEFERRED SUBMITTALS ARE TO BE MADE IN COMPLIANCE WITH SECTION 107.3.4.1 OF THE 2015 INTERNATIONAL BUILDING CODE. DEFERRED SUBMITTAL DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR THE PROJECT WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL HAVING JURISDICTION WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE PROJECT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED. THE FOLLOWING CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL: 1. THE SUBMITTAL OF FIRE ALARM SYSTEM CONSTRUCTION DOCUMENTS SHALL BE REQUIRED FOR REVIEW AND EVALUATION AS PER SECTION 907.1 OF THE 2015 INTERNATIONAL BUILDING CODE AND THE NATIONAL FIRE ALARM CODE (NFPA 72), 2. THE SUBMITTAL OF AUTOMATIC FIRE SPRINKLER SYSTEM CONSTRUCTION DOCUMENTS (E.G. INFORMATION RELATIVE TO THE SPRINKLER HEADS, FITTINGS, CHECK VALVES, EXPOSURE TO HAZARDS, EXTENT OF SYSTEM COVERAGE, SUPPRESSION SYSTEM DESIGN CRITERIA, WATER SUPPLY SOURCE, SUPPLY AND EXTINGUISHING AGENTS, THE LOCATIONS AND METHOD OF OPERATION FOR DETECTION AND ALARM DEVICES, ETC.) SHALL BE REQUIRED FOR REVIEW AND EVALUATION PER SECTION 107.2.2 OF THE 2015 INTERNATIONAL BUILDING CODE; THE STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (NFPA 13R). 3. AFTER FABRICATION AND BEFORE ERECTION, SUBMIT CERTIFIED WOOD ROOF TRUSS DETAILS FOR REVIEW AS PER REQUIREMENTS OF SECTION 2303.4.1 OF THE 2015 INTERNATIONAL BUILDING CODE. 4. BEFORE INSTALLATION OR ERECTION, CERTIFIED MANUFACTURER'S DESIGN DRAWINGS AND SPECIFICATIONS FOR GLUE LAMINATED LUMBER "LVL" BEAMS. MATERIALS LEGEND EARTH GRAVEL CONCRETE STEEL DECK WOOD BLOCKING CONTINUOUS WOOD MEMBER METAL WOOD STUD WALLS CONTINUOUS METAL STUD BATT INSULATION FINISHED WOOD MEMBER GLASS EQUIPMENT NUMBER SHEET NOTE GLAZING WALL TYPES WINDOW XXX DOOR X'-XX" X CEILING TAG AXXX XX XX XX XX XX AXXX XX AXXX DETAIL NUMBER SHEET ON WHICH DETAIL OCCURS DETAIL NUMBER SHEET ON WHICH SECTION OCCURS WALL SECTION ELEVATION NUMBER SHEET ON WHICH ELEVATION IS SHOWN SYMBOLS MATCHLINE SEE DWG MATCHLINE FINISHED FLOOR ELEV. 100'-0" ELEVATION ADA CLEAR DISTANCE ADA CLEAR DISTANCE WORK POINT or ELEV. BENCH MARK GRID LINES XX XX A 1 AXXX X X X X OR ELEVATION INDEX OF DRAWINGS 100'-0" LEVEL 1 C4 A301 C4 A301 113'-9 1/4" LEVEL 2 END UNITS 123'-3 1/8" LEVEL 3 END UNITS 137'-0" T.O. PARAPET B1 A301 B1 A301 C AK B4 A301 B4 A301 BJ 131'-4 1/4" TRUSS BEARING END DEFG B BB A A G C C C C C B B F B A A G C CC C G G G F 119a 110a 104a 122a 131a 150a 1 10 9 11 14 10 13 910 13 910 11 14 910 37 9 19 8 8 14 9 3 3 11 10 4 17 11 17 17 17 11 12 4 TYP 4 TYP 4 TYP 11 12 4 TYP 11 4 1 10 9 11 14 10 13 9 10 13 9 10 14 9 10 3 7 14 9 12 4 11 TYP 11 919 88 3 3 17 17 17 17 11 12 4 TYP 44 TYP 11 4 12 E E 230 D B D B TYP 3 3 21 21 21 22 22 22 219b 244b 22 TYP 21 3 3 3 22 12 ' - 5 " 111'-5 1/8" LEVEL 2 120'-6 7/8" LEVEL 3 128'-8" TRUSS BEARING 134'-4" T.O. PARAPET-LOW 140'-0" T.O. PARAPET-HIGH G 100'-0" LEVEL 1 C4 A301 C4 A301 113'-9 1/4" LEVEL 2 END UNITS 123'-3 1/8" LEVEL 3 END UNITS 137'-0" T.O. PARAPET B1 A301 B1 A301 CA K B4 A301 B4 A301 B J 131'-4 1/4" TRUSS BEARING END D E F G D D D D B G D DD D BB G B BB 335b 323b 349b 268b 149a 134 132 130 120 117 118 109a 5 10 13 9 10 1 11 12 11 4 TYP 3 3 3 3 5 18 15 4 11 525615 17 17 16 11 TYP 5 4 TYP 17 17 16 3 3 5 5 510 13 910 1 11 12 11 4 3 3 3 2 6 15 5 4 18 11 5 5 5 17 17 16 11 4 5 17 5 11 11 TYP TYP D B D 339a B D 223 206b D 306b D D 235 B D 248 371b D D D 3 5 TYP 129 21 21 21 21 21 3 3 22 21 3 3 3 22 19 8 8 8 11 19 8 20 20 20 12 ' - 5 " 111'-5 1/8" LEVEL 2 120'-6 7/8" LEVEL 3 128'-8" TRUSS BEARING 134'-4" T.O. PARAPET-LOW 140'-0" T.O. PARAPET-HIGH B GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH. C. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. PROVIDE PRE -FINISHED NUMBERS ON THE FRONT, EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASSIGNED BY MERIDIAN CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COLOR OF PRE -FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO OCCUPANCY. SEE IBC 501.2. E. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOF DRAINAGE SCUPPER AND ROOF SCUPPER WITH PRE -FINISHED ALUMINUM DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS. F. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL. G. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG EXTERIOR WALLS. H. OWNER IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CURRENT CITY SIGN ORDINANCE. SHEET NOTES 1. FINISHED GRADE 6" MINIMUM BELOW TOP OF FOUNDATION. 2. CONCRETE FOUNDATION SYSTEM. PLASTER ALL VERTICAL EXPOSED CONCRETE FOUNDATION WALLS. SEE STRUCTURAL. 3. GUARDRAIL. VERIFY STYLE WITH OWNER AND ARCHITECT. 4. INSULATED VINYL WINDOW. - VERIFY STYLE WITH OWNER AND ARCHITECT. 5. EXTERIOR DOOR. - VERIFY STYLE WITH OWNER AND ARCHITECT. SEE DOOR SCHEDULE. 6. INSULATED SECTIONAL GARAGE DOOR. - VERIFY STYLE WITH OWNER AND ARCHITECT. 7. CONCRETE STAIRS. SEE A451. 8. SCONCE - VERIFY STYLE WITH OWNER AND ARCHITECT. SEE ELECTRICAL. 9. THIN BRICK SOLDIER COURSE - SEE OWNER FOR COLOR AND STYLE. 10. THIN BRICK VENEER - SEE OWNER FOR COLOR AND STYLE. 11. STUCCO - SEE OWNER FOR COLOR 12. CEMENT FIBER BOARD AND BATTEN SIDING. 13. PRE -FINISHED ALUMINUM STOREFRONT WINDOW SYSTEM. 14. PRE -FINISHED ALUMINUM STOREFRONT DOOR SYSTEM. 15. COMMERCIAL GRADE PRE -FINISHED ALUMINUM COLLECTOR BOX AND DOWNSPOUT. PROVIDE HEAT TAPE IN DOWNSPOUT. DOWNSPOUT TO CONNECT TO STORM WATER SYSTEM. 16. PRE -FINISHED ALUMINUM ROOF SCUPPER. CONTRACTOR TO VERIFY WITH ROOFING CONTRACTOR SIZE REQUIREMENTS AND PLACEMENTS PER IBC AND IPC. SEE PLUMBING. 17. PRE -FINISHED METAL PARAPET CAP. INSTALL OVER SINGLE PLY MEMBRANE. SEE DETAIL A3/A501. 18. 8" STUCCO TRIM TO MATCH WITH SOLDIER COURSE TRIM. SEE OWNER FOR COLOR. 19. PRECAST BUILDING ADDRESS SIGNAGE. SEE GENERAL NOTE 'D'. 20. POWDER COATED PRIVACY FENCE. MATERIAL AND STYLE BY OWNER. 21. BUILT UP STUCCO TRIM FEATURE. SEE DETAIL B3/A501. 22. BUILT UP STUCCO TRIM FEATURE. SEE DETAIL C4/A501. CURTIS MINER A R C H I T E C T U R E 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 FAX: (801) 769-3001 cma@cmautah.com SHEET DESCRIPTION: DATE: PROJECT #: PROJ. MAN.: CHECKED BY: MARK THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2016 CURTIS MINER ARCHITECTURE, LLC A 1 2 3 4 5 B C D SHEET: PROJECT: REVISION DATE 3/ 1 4 / 2 0 1 8 1 1 : 4 3 : 1 3 A M C: \ U s e r s \ n a t h a n b \ D o c u m e n t s \ 1 7 - M i k e M i l l e r - B o i s e _ 20 1 7 - 0 7 - 7 - B u i l d i n g B - C e n t r a l _ N a t e B 8 7 . r v t BRICKYARD VI CENTREPOINT WAY MERIDIAN, ID 83646 EXTERIOR ELEVATIONS A201 MARCH 8, 2018 17-043 EAST BUILDING CM SB P E R M I T S E T SCALE: 1/8" = 1'-0" A201 SOUTH ELEVATION B1 SCALE: 1/8" = 1'-0" A201 NORTH ELEVATION D1 100'-0" LEVEL 1 D1 A301 D1 A301 2 43 113'-9 1/4" LEVEL 2 END UNITS 123'-3 1/8" LEVEL 3 END UNITS 137'-0" T.O. PARAPET 1 5 B B B G G G C C C C C 101a 150a 215b 3 3 9 10 1 11 17 4 17 4 TYP 4 TYP 12 17 11 5 3 3 12 4 TYP 17 17 11 4 TYP 12 4 TYP 11 10 3 1 14 10 13 9 14 13 10 10 9 10 11 13 315b D D 22 22 21 21 21 21 TYP 12 ' - 5 " 140'-0" T.O. PARAPET-HIGH 100'-0" LEVEL 1 D1 A301 D1 A301 243 113'-9 1/4" LEVEL 2 END UNITS 123'-3 1/8" LEVEL 3 END UNITS 137'-0" T.O. PARAPET 15 BB B GGG C C C C C 153a 150a 260b 3 3 9 10 1 11 4 17 4 TYP 4 TYP 12 17 11 5 3 3 12 4 TYP 17 17 11 4 TYP 12 4 TYP 11 10 3 1 14 10 13 914 13 10 10 910 11 13 21 22 21 21 21 22 363b D DTYP 12 ' - 5 " 140'-0" T.O. PARAPET-HIGH SHEET NOTES 1. FINISHED GRADE 6" MINIMUM BELOW TOP OF FOUNDATION. 2. CONCRETE FOUNDATION SYSTEM. PLASTER ALL VERTICAL EXPOSED CONCRETE FOUNDATION WALLS. SEE STRUCTURAL. 3. GUARDRAIL. VERIFY STYLE WITH OWNER AND ARCHITECT. 4. INSULATED VINYL WINDOW. - VERIFY STYLE WITH OWNER AND ARCHITECT. 5. EXTERIOR DOOR. - VERIFY STYLE WITH OWNER AND ARCHITECT. SEE DOOR SCHEDULE. 6. INSULATED SECTIONAL GARAGE DOOR. - VERIFY STYLE WITH OWNER AND ARCHITECT. 7. CONCRETE STAIRS. SEE A451. 8. SCONCE - VERIFY STYLE WITH OWNER AND ARCHITECT. SEE ELECTRICAL. 9. THIN BRICK SOLDIER COURSE - SEE OWNER FOR COLOR AND STYLE. 10. THIN BRICK VENEER - SEE OWNER FOR COLOR AND STYLE. 11. STUCCO - SEE OWNER FOR COLOR 12. CEMENT FIBER BOARD AND BATTEN SIDING. 13. PRE -FINISHED ALUMINUM STOREFRONT WINDOW SYSTEM. 14. PRE -FINISHED ALUMINUM STOREFRONT DOOR SYSTEM. 15. COMMERCIAL GRADE PRE -FINISHED ALUMINUM COLLECTOR BOX AND DOWNSPOUT. PROVIDE HEAT TAPE IN DOWNSPOUT. DOWNSPOUT TO CONNECT TO STORM WATER SYSTEM. 16. PRE -FINISHED ALUMINUM ROOF SCUPPER. CONTRACTOR TO VERIFY WITH ROOFING CONTRACTOR SIZE REQUIREMENTS AND PLACEMENTS PER IBC AND IPC. SEE PLUMBING. 17. PRE -FINISHED METAL PARAPET CAP. INSTALL OVER SINGLE PLY MEMBRANE. SEE DETAIL A3/A501. 18. 8" STUCCO TRIM TO MATCH WITH SOLDIER COURSE TRIM. SEE OWNER FOR COLOR. 19. PRECAST BUILDING ADDRESS SIGNAGE. SEE GENERAL NOTE 'D'. 20. POWDER COATED PRIVACY FENCE. MATERIAL AND STYLE BY OWNER. 21. BUILT UP STUCCO TRIM FEATURE. SEE DETAIL B3/A501. 22. BUILT UP STUCCO TRIM FEATURE. SEE DETAIL C4/A501. GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH. C. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. PROVIDE PRE -FINISHED NUMBERS ON THE FRONT, EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASSIGNED BY MERIDIAN CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COLOR OF PRE -FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO OCCUPANCY. SEE IBC 501.2. E. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOF DRAINAGE SCUPPER AND ROOF SCUPPER WITH PRE -FINISHED ALUMINUM DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS. F. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL. G. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG EXTERIOR WALLS. H. OWNER IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CURRENT CITY SIGN ORDINANCE. 100'-0" LEVEL 1 113'-9 1/4" LEVEL 2 END UNITS 123'-3 1/8" LEVEL 3 END UNITS 137'-0" T.O. PARAPET 17 11 4 B C 150a 17 12 11 9 10 1 14 4 21 22 12 ' - 5 " CURTIS MINER A R C H I T E C T U R E 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 FAX: (801) 769-3001 cma@cmautah.com SHEET DESCRIPTION: DATE: PROJECT #: PROJ. MAN.: CHECKED BY: MARK THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2016 CURTIS MINER ARCHITECTURE, LLC A 1 2 3 4 5 B C D SHEET: PROJECT: REVISION DATE 3/ 1 4 / 2 0 1 8 1 1 : 4 3 : 2 6 A M C: \ U s e r s \ n a t h a n b \ D o c u m e n t s \ 1 7 - M i k e M i l l e r - B o i s e _ 20 1 7 - 0 7 - 7 - B u i l d i n g B - C e n t r a l _ N a t e B 8 7 . r v t BRICKYARD VI CENTREPOINT WAY MERIDIAN, ID 83646 EXTERIOR ELEVATIONS A202 MARCH 8, 2018 17-043 EAST BUILDING CM SB P E R M I T S E T SCALE: 1/8" = 1'-0" A202 EAST ELEVATION B3 SCALE: 1/8" = 1'-0" A202 WEST ELEVATION D3 SCALE: 1/8" = 1'-0" A202 CORNER ELEVATION B1