Lease of Space for Vending Operations NonMandatorySiteVisit(but recommended);$5,000Security/Perf & Pymt Bond

N PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC VICINITY MAPBUILDING INFORMATION EXPLODED VIEW PROJECT DIRECTORY USER AGENCY ARCHITECT COMPANY NAME ADDRESS ADDRESS TELEPHONE EMAIL COMPANY NAME ADDRESS ADDRESS TELEPHONE EMAIL db Architecture of Acadiana, LLC David Beverly, Architect 233 Doucet Rd, Suite A2 Lafayette, Louisiana, 70503 337-205-3235 info@dbarchitectureofacadiana.com 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :1 5 PM A001 COVER SHEET 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H

Street), Baton Rouge, LA 70813 East Baton Rouge Parish 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY DR. CALVIN WALKER SOUTHERN UNIVERSITY 9110 B.A. Little Drive, Baton Rouge, LA 70813 (225) 771-4310 calvinwalker@suagcenter.com Sheet # Sheet Name A001 COVER SHEET A002 GENERAL NOTES, ABBREVIATIONS & SYMBOLS A098 EXISTING PHOTOS & INFORMATION A100 LIFE SAFETY PLAN & DEMOLITION PLAN A101 SITE PLAN A105 STRUCTURAL SPECS A110 FRAMING PLAN A111 FOUNDATION PLAN A112 FLOOR PLAN & DETAILS A113 OPENING PLAN & REFLECTED CEILING PLAN A115 ROOF PLAN & DETAILS A200 ELEVATIONS A205 ENLARGED BUILDING & INTERIOR ELEVATIONS A301 BUILDING & WALL SECTIONS & DETAILS A610 FINISH SCHEDULE & PLAN E000 ELECTRICAL COVER SHEET E100 ELECTRICAL PLANS E200 RISER DIAGRAM & SCHEDULES E300 ELECTRICAL DETAILS E400 ELECTRICAL SPECIFICATIONS M001 MECHANICAL COVER SHEET M101 MECHANICAL PLAN M201 MECHANICAL DETAILS M301 MECHANICAL DETAILS & SCHEDULES MP001 MECHANICAL & PLUMBING SPECIFICATIONS P001 PLUMBING COVER SHEET P100 PLUMBING SITE PLAN P101 PLUMBING PLAN P201 PLUMBING DETAILS PROJECT SCOPE SUMMARY • • • • • • • • • • • • • • • • This project consists of a new addition to the existing Agricultural Financial Unit structure and is 1,041 s.f. The existing unit consists of pre-engineered steel building with a brick water table. This EXISTING building's structure is steel and metal panels. The interior consists of gypsum board, carpet & ceramic tile, partition walls, one restroom, nine offices, and a kitchen. The NEW ADDITION will contain key items/components, not limited to the following: Full brick veneer at new addition only Wood framed Replacement of low brick water table existing on front of building to match new brick Addition of brick wall surround at areas indicated in plan Sloped metal roof behind a low parapet Permanently connect existing to new building 4 offices & 1 restroom 1 new storefront door, 5 new flush wood doors Gypsum board interior finish Ceramic tiling & carpet tiling Acoustical tile ceilings Main electrical panel replacement Parking near rear entrance New mechanical split system unit similar to existing will be added to new addition Data & phone service Rain water surface site drainage SOURCE: GOOGLE EARTH Area Schedule (Gross All Bldgs) NAME AREA EXISTING 2477 SF NEW 1041 SF TOTAL: 3518 SF CODE ITEM: USE.............................................................: BUSINESS OFFICES BUILDING CONSTRUCTION TYPES.............: TYPE II - A NUMBER OF STORIES.................................: (1) BUILDING HEIGHT.......................................: 17' - 6" BUILDING AREA..........................................: 3,518 SF; REFER TO AREA SCHEDULE SCOPE........................................................: NEW ADDITION: 4 OFFICES, 1 RESTROOM, ADDITIONAL PARKING OCCUPANCY TYPE.....................................: GROUP B (NO CHANGE PROPOSED) SPRINKLED.................................................: NO ALLOWABLE FLOOR AREA PER STORY.................: 37,500 SF OCCUPANT LOAD.......................................: 23 EGRESS WIDTH - DOORS - 0.2INCH..........: 23 x .2" = 4.6"/2 = 2.3" EACH PARKING REQUIREMENTS..........................: 16 EXISTING & 3 NEW; 1 PER 300 GFA = 12 SPACES REQ'D RISK CATEGORY.........................................: RISK CATEGORY II WATER CLOSETS REQUIRED.....................: 2 REQUIRED LAVATORIES REQUIRED.............................: 2 REQUIRED BASIC WIND SPEED.........................................: 130 MPH (ASCE 7-16, RISK CATEGORY II) EXPOSURE.................................................: B ROOF DECK................................................: 5/8" PLYWOOD BUILDING CODES.................................: LOUISIANA STATE UNIFORM CONSTRUCTION CODE WITH AMENDMENTS 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL PLUMBING CODE (WITH STATE AMENDMENTS) 2020 NFPA 70: NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL FUEL GAS CODE Project No.: 20231010 Southern University and A&M College Dennis J. Shields – President-Chancellor Southern University Agricultural Research & Extension Center Dr. Orlando McMeans – Chancellor-Dean Southern University System Board of Supervisors Myron Lawson – Chairman PROJECT SHEET INDEX ALTERNATES • ALTERNATE #1 - EMERGENCY GENERATOR & SWITCH - REFER TO MEP # BY DATE REVISION Amanda Vienne architect seal   4. COL AND/OR GRID LINES: A 5. FLR PLAN MATCH LINES: 1. DRAWING IDENTIFICATION: 9. CALLOUT MARKS: 3. ROOM/SPACE IDENTIFICATION NOTATION: NOTES 2. DETAIL IDENTIFICATION: 8. EXT/INTERIOR ELEV REFERENCE MARKS: 7. SECTION KEY MARKS: 6. ELEV LEVELS: 1 10. PTN/WALL TAG: 11. SYMBOL LEGEND: NOTE 00-00 00 00 00 LIMITS NUMBER SHEET LOCATION REVISION TAG GLAZING TAG INTERIOR FIN TAG DOOR TAG PLUMBING FIXTURE TAG WINDOW TAG KEYNOTE NUMBER - NEW C.S.I. DIVISION/KEY WALL TYPE WALL ELEV DIRECTION DRAWING NUMBER SHEET NUMBER REFERENCE LABEL SECTION NUMBER SHEET LOCATION ELEV NAME ELEV TARGET ELEV HGT ADDITIONAL NOTES DETAIL SCALE ROOM DESCRIPTION ROOM NUMBER DETAIL IDENTIFICATION 00 00 DRAWING SCALE ADDITIONAL NOTES SCALE: 00 0" = 0'-0" DETAIL DESCRIPTION 1 View Name 1/8" = 1'-0" Room name 101 000 SHEET NOTES NUMBER - NEW, RENOV, DEMO, EXIST 1 A101 SIM SECTION DIRECTION A101 1 SIM D1 W1 12. GENERAL DETAIL MARKS SHEET NUMBER DETAIL NUMBER A101 1 Ref 1R ef 1 R ef 1 Ref REF = REFERENCE SIM = SIMILAR Name Elevation N NORTH ARROW 1 -1 A101 1t ACOUSTICAL CEILING TILE (ENLARGED) ALUMINUM ASPHALT BATT INSULATION BELOW GRADE COMPACTED EARTH INTERMITTENT WOOD BLOCKING (ENLARGED) FINISHED WOOD FACE BRICK CONTINUOUS WOOD (ENLARGED) CONCRETE MASONRY UNIT CONCRETE STEEL RIGID INSULATION PLYWOOD (ENLARGED) PARTICLE BOARD (ENLARGED) INSULATION GYPSUM / STUCCO GRAVEL GRASS - PLAN GRASS - ELEV LIMESTONE 4" TYP PTN CENTERED ON COL OR GRID LINES WILL NOT BE DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY. WHEN ONE JAMB OCCURS @ A COL OR GRID LINE NO DIMENSIONS WILL BE SHOWN ON THE SMALL SCALE PLANS. THE OPNG WIDTH WILL BE GOVERNED BY CRITERIA OR SCHEDULES. WHEN NEITHER JAMB OCCURS @ A COL OR GRID LINE ONE JAMB WILL BE DIMENSIONED. PTN FIN FACE ON COL OR GRID LINE WILL NOT BE DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY. PTN W/ A FIN FACE FLUSH W/ FIN FACE OF COL WILL NOT BE DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY. B. A. OPENINGS OCCURRING IN PARTITIONS OR WALLS.7. 6. 5. IN MANY OF THE INTERIOR SPACES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF TWO ELEMENTS IN THE BLDG WERE TO BE EQUAL. IN THESE CASES, THE WORD "EQUAL OR EQ" IS USED IN LIEU OF THE ACTUAL DIMENSIONS. WHEN A RM CENTERLINE IS INDICATED ONLY ONE SIDE OF THE ROOMS ELEMENTS MAY BE DIMENSIONED. COL IDENTIFICATION: DETAILS WILL GOVERN ALL DIMENSIONS AND NO DIMENSIONS WILL BE SHOWN ON SMALL SCALE PLANS. 4. PARTITIONS ARE DIMENSIONED TO FACE OF CMU OR FACE OF STUD UNLESS OTHERWISE NOTED. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DWG SHALL NOT BE SCALED FOR DIMENSIONS. 10. 9. B. OR AS DIMENSIONED ON PLAN. 8. A. ONE JAMB FACE LOCATED BY A PTN @ RIGHT ANGLE. TYP UNLESS INDICATED ON PLAN. DR LOCATIONS ARE TO BE LOCATED BY ONE OF FOLLOWING: 1. 2. 3. DR AS SCHEDULE. PTN AS SCHEDULE. COL CL. PTN AS SCHEDULED. PTN AS SCHEDULED. COL CENTERLINE. COL CL. PTN AS SCHEDULED. 30 '' R EC O M M EN D ED 1 1/ 2' ' M IN 7'' - 9''7'' - 9'' 15 '' M IN . 30 '' R EC O M M EN D ED FEMININE DISPOSAL RECEPTACLE FEMININE DISPOSAL RECEPTACLE AND DUAL TOILET PAPER DISPENSER DUAL TOILET PAPER DISPENSER 4" 5 3/4" 15 '' M IN CL CL WATER CLOSET ACCESSORIES 3' -6 1 /4 " 3 3/ 4" 1'-7 3/4" 2' - 11 3/16" 1' - 10 1 /4 " 2' - 5 1/ 2" 48 '' M AX . 2' -5 1 /4 " 2' -9 " 1'-11 1/4" 48 '' M AX 4" 6 3/ 4" CHANGING TABLE CLOSED CHANGING TABLE OPEN AND LINER DISPENSER LINER DISPENSERCHANGING TABLE OPEN BABY CHANGING STATION PAPER TOWEL DISPENSER TRASH RECEPTACLE ADA MIRROR 6' -3 3 /4 " 1' -0 3 /4 " 5' -5 5 /8 " HAND TOWEL DISPENER W/ TRASH RECEPTACLE HAND SOAP DISPENSER 4' M AX SINK ACCESSORIES ADA MIRROR ACCESS PANEL TRASH RECEACLE 6' -3 3 /4 " VANITY 5' -5 5 /8 " PAPER TOWEL DISPENSER 1' -0 3 /4 " SOAP DISPENSER 2'-0" 36 915 6 150 min max DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE DIMENSION FOR SMALL MEASUREMENTS DIRECTION OF TRAVEL OR APPROACH BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE CENTERLINE MINIMUM MAXIMUM A PERMITTED ELEMENT OR ITS EXTENSION A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN CONVENTION DESCRIPTION LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE GREATER THAN> LESS THAN 33-36 840-915 DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM LESS THAN OR EQUAL TO GREATER THAN OR EQUAL TO> 5' - 0" 48 min 30 min 760 1220 60 m in 24 min 36 m in 36 min 12 min 915 305 15 25 610 91 5 12 min 305 60 min 1525 AR M AR M BASE 18 min 455 18 min 455 45° CENTERED ON TACTILE CHARACTERS CLEAR FLOOR SPACE 12 20 48 m in FRONT APPROACH, PUSH SIDE 12 20 48 m in12 min 305 FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 36 min X > 24 610 915 4 max 100 10 0 4 m ax ALTERNATE DOOR LOCATION 42 m in 10 65 35-37 890-940 15 25 60 m in 10 65 42 m in 60 min X > 1 5 1525 38 0 REACH LIMITS 48 m ax 12 20 44 m ax 11 20 >20-25 max 510-635 20 max 510 15 m in 38 0 48 m ax 12 20 10 max 255 12 20 48 m ax 34 m ax 86 5 34 m ax 86 5 46 m ax 11 70 > 10-24 max 255-610 10 max 255 12 20 48 m ax 15 m in 38 0 ACCESSIBLE LAVATORY, WATER CLOSET & TOILET STALL 11 min 27 m in 68 5 280 205 8 min 9 min 230 (A) ELEVATION (B) PLAN 30 m in 76 0 635 25 max 17-25 9 230 430-635 6 max 150 30 m in 76 0 (A) ELEVATION (B) PLAN TRANSFER SIDE 12 min 305 24 min 610 36 min 915 60 min 56 m in 14 20 1525 16-18 405-455 430-485 17-19 (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS (B) AMBULATORY ACCESSIBLE WATER CLOSETS LC CL 12 max 42 min 54 min 1370 305 1065 (B) STALL TYPE (A) WALL HUNG TYPE 17 max 430 345 131⁄2 min 131⁄2 min 345 5 max 15 min 380125 POSITION OF CLEAR FLOOR OR GROUND SPACE 30 min 48 min 30 m in 48 m in 12 20 76 0 760 1220 (A) FORWARD (B) PARALLEL CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36 m in 48 min 24 max 1220 610 91 5 32 m in 81 5 32 m in 81 5 91 5 36 m in 610 24 max RAMP LANDINGS RAMP RUNLANDING LANDING 60 min 15251525 60 min LANDING RAMP RUN RAMP RUN 60 min 1525 60 min 1525 (A) STRAIGHT (B) CHANGE IN DIRECTION AT LEAST AS WIDE AS RAMP RUN CLEAR WIDTH OF DOORWAYS (C) FOLDING DOOR (A) HINGED DOOR (B) SLIDING DOOR 32 min 815 32 min 815 32 min 815 90° PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC DRAWING ABBREVIATIONS ADA STANDARDS DRAWING SYMBOLS & INDICATORS MATERIALS PATTERNS LEGEND 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :1 8 PM A002 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish DIMENSIONING & AND 2L TWO LIGHT @ AT A.B. ANCHOR BOLT A.F. ACCESS FLOOR A.F.F ABOVE FINISH FLOOR ACOUST ACOUSTICAL ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADD. ADDITION ADJ ADJUSTABLE ADM. ADMISSION(S) AFF ABOVE FINISH FLOOR AHU AIR HANDLER UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ASB ASBESTOS ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS B.O. BOTTOM OF B.U.R. BUILT-UP ROOF B/T BETWEEN BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK(G) BLOCK(ING) BM BEAM BOT BOTTOM BRG BEARING BTU BRITISH THERMAL UNIT BYND BEYOND C.B. CATCH BASIN CAB CABINET CD CONSTRUCTION DOCUMENTATION CIP CAST IN PLACE CJ CONTROL JOINT CKT CIRCUIT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT(ION) CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE COP COEFFICIENT OF PERFORMANCE CORR CORRIDOR CP CEMENT PLASTER CPM CUBIC FEET PER MINUTE CPT CARPET CSK COUNTERSUNK CT CERAMIC TILE CU COPPER D.D. DIAGONAL DISTANCE D.E. DISTANCE FROM EXIT TO EXIT D.F. DRINKING FOUNTAIN DBL DOUBLE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIAG DIAGONAL DIM(S) DIMENSION(S) DIST'N DISTRIBUTION DIST. DISTANCE DLX DELUXE DN DOWN DP DAMP PROOFING DR DOOR DS DOWNSPOUT DTL DETAIL DVTL DOVETAIL DW GYPSUM DRYWALL DWG DRAWING E EAST E.L. EMERGENCY LIGHT FIXTURE(S) EA EACH EC EXPOSED CONSTRUCTION EJ EXPANSION JOINT ELEC ELECTRIC(AL) ELECT. ELECTRIC(AL) ELEV ELEVATION ENT ENTRANCE EQ EQUAL ERV ENERGY RECOVERY VENTILATOR ETL ELECTRONIC TESTING LABORATORIES ETR EXISTING TO REMAIN EWC ELECTRICAL WATER COOLER EXIST EXISTING EXP EXPOSED EXPN EXPANSION EXT EXTERIOR FA. FINANCIAL AID FACP FIRE ALARM CONTROL PANEL FATP FIRE ALARM TRANSCEIVER PANEL FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FIN FINISH(ED) FL FLOOR FLR FLOOR FOB FACE OF BLOCK FOS FACE OF SLAB FOW FACE OF WALL FPFG FIREPROOFING FRM FRAME FT FOOT FTG FOOTING FURN FURNISH FV FIELD VERIFY GA GAUGE GALV GALVANIZED GB GRAB BAR GE GRATE ELEVATION GFI GROUND FAULT INTERRUPT GI GALVANIZED IRON GND GROUND GS GRAVEL STOP GWB GYPSUM WALL BOARD GYP GYPSUM H.P. HORSE POWER HACP HANDICAPPED HB FREEZE PROOF HOSE BIB HC CONCRETE HARDENED & SEALED HDW HARDWARE HGT HEGHT HID HIGH INTENSITY DISCHARGE HM HOLLOW METAL HOL HOLLOW HORIZ HORIZONTAL HP HIGH POINT HPL HIGH PRESSURE LAMINATE HR HANDRAIL HVAC HEATING, VENTILATION, AND CONDITIONING I.D. INSIDE DIMENSION I.T. INFORMATION TECHNOLOGY IAW IN ACCORDANCE WITH ID INSIDE DIAMETER IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS ILO IN LIEU OF IN INCH INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT KVA KILO-VOLT-AMPERE L/R LIMEROCK LAM LAMINATED LBS POUNDS LED LIGHT EMITTING DIODE LF LINEAR FEET LG LENGTH LP LOW POINT LT.WT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER LVP LUXURY VINYL PLANK LVT LUXURY VINYL TILING MAINT MAINTENANCE MANU MANUFACTURER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL ELECTRICAL PLUMBING MEZZ MEZZANINE MFG MANUFACTURER MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MRP MOST REMOTE POINT MTL METAL N NORTH N/A NOT APPLICABLE NC NON-COMBUSTIBLE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO, # NUMBER NTS NOT TO SCALE O TO O OUT TO OUT O.H. OVER HANG OA OVERALL OC ON CENTER OCC OCCUPANCY OD OUTSIDE DIMENSION OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PBD PARTICLE BOARD PERF PERFORATED PL PROPERTY LINE PLA PLASTIC PLMB PLUMBING PLYWD PLYWOOD PNL PANEL PR PAIR PREP PREPARE PRFB PREFABRICATED PROJ PROJECTION PERPENDICULAR PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAINTED PTD PAPER TOWEL DISPENSER PTN PARTITION PTW PAPER TOWEL WASTE QT QUARRY TILE R RISER R.R. RESTROOM RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RECMD RECOMMENDED REF. REFRIGERATOR REFER. REFERENCE REINF REINFORCED RENO RENOVATION REQD REQUIRED RESIL RESILIENT RESTRM RESTROOM REV REVISION RI RIDGE RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RP REFERENCE POINT RWL RAIN WATER LEADER S SOUTH S/W SIDEWALK SC SOLID CORE SCFW SOLID CORE FLUSH WOOD SCHED SCHEDULE(D) SCW SOLID CORE WOOD SEAL SEALANT SECT SECTION SEER SEASONAL ENERGY EFFICIENCY RATIO SF SQUARE FOOT SHWR SHOWER SIM SIMILAR SIPS STRUCTURAL INSULATED PANEL SYSTEM SM SHEET METAL SND SANITARY NAPKIN DISPOSAL SP SPACE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STL STEEL STOR. STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T&B TOP & BOTTOM T&G TONGUE & GROOVE T.E. TRAVEL DISTANCE FROM MOST REMOTE POINT T.O. TOP OF TB TACK BOARD TBD TO BE DETERMINED TBM TEMPORARY BENCH MARK TE TELEPHONE TEMP TEMPORARY TERR. TERRAZZO TEXT TEXTURED THRESH THRESHOLD TMPD TEMPERED TMPD GL TEMPERED GLASS TOC TOP OF CONCRETE TOF TOP OF FOOTING TOG TOP OF GRADE TOP TOP OF PAVING TOS TOP OF STEEL TPH TOILET PAPER HOLDER TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LAB UNO UNLESS NOTED OTHERWISE UR URINAL VB VINYL BASE VCT VINYL COMPOSITION - TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VP VENEER PLASTER VWC VINYL WALL COVERING VY VALLEY W WEST W.P. WORKING POINT W/ WITH W/O WITH OUT WC WATER CLOSET WD WOOD WDW WINDOW WH WATER HEATER WP(G) WATERPROOF(ING) WWF WELDED WIRE FABRIC # BY DATE REVISION Amanda Vienne architect seal PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :3 9 PM A098 EXISTING PHOTOS & INFORMATION 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish EXISTING TO REMAIN BRICK WATER TABLE TO BE REPLACED EXTERIOR FRONT VIEW EXTERIOR POWER SUPPLY EXISTING PANEL REPLACE AS NECESSARY - REFER TO MEP PARKING LOT TO BE ADDED EXTERIOR VIEWEXTERIOR VIEW DEBRIS TO BE REMOVED EXTERIOR FRONT VIEW MTL ROOF TO REMAIN MTL ROOF TO REMAIN NEW 3' PRIVACY WALL TO BE ADDED NEW PRIVACY WALL TO BE ADDED EXISTING TO REMAIN NEW PARKING TO BE ADDED EXTERIOR VIEW HALLWAY REAR BUILDING EXTERIOR VIEW EXISTING TO BE REMOVED MTL WALL PANELS TO REMAIN MTL PANELS TO REMAIN NEW ROOMS TO BE ADDED PER PLAN BRICK HALFWALL TO BE REPLACED (KEEP FLASHING INTACT) WINDOWS & FRAMES TO REMAIN MTL PANELS TO REMAIN MTL ROOF TO REMAIN MTL PANELS TO REMAIN NEW 3' PRIVACY WALL TO BE ADDED BUILDING EXTERIOR VIEW BUILDING EXTERIOR VIEW FRONT ENTRY EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN NEW ROOMS TO BE ADDED PER PLAN (BEYOND) NEW ROOMS TO BE ADDED PER PLAN FRONT ENTRY EXISTING TO REMAIN OFFICE EXISTING TO REMAIN EXISTING TO REMAIN (TYP) BREAK AREA ENTRANCE FLOOR ENTRANCE DOOR NEW 3' PRIVACY WALL TO BE ADDED (BEYOND) EXISTING TO REMAIN (TYP) EXISTING TO REMAINEXISTING TO REMAIN OFFICE OVERHEAD EXTERIOR BUILDING VIEW NEW PARKING TO BE ADDED NEW OFFICES TO BE ADDED PER PLAN NEW 3' PRIVACY WALL TO BE ADDED RELOCATE & REPAINT - COLOR PER FINISH SCHED BUILDING EXTERIOR VIEW FROM ROAD NEW 3' PRIVACY WALL TO BE ADDED BRICK WATER TABLE TO BE REPLACED (FLASHING TO REMAIN INTACT) BRICK WATER TABLE TO BE REPLACED BRICK WATER TABLE TO BE REPLACED BRICK WATER TABLE TO BE REPLACED NEW ADDITION NEW SIDEWALK REMOVE CANOPY RELOCATE & REPAINT - COLOR PER FINISH SCHED NEW ADDITION THROUGH THIS DOOR EXISTING OFFICES MATCH NEW DOOR FINISH & PATTERN TO EXISTING MATCH NEW DOOR HARDWARE TO EXISTING (UNO) EXISTING RESTROOM TILE EXISTING WOOD-LOOK TILE EXISTING CARPTER TILE EXISTING WOOD-LOOK TILE EXISTING STORAGE ROOM NEW DATA & COMMUNICATIONS TO RUN TO THIS LOCATION (REFER TO MEP) DEMO CONCRETE SIDEWALK PARKING NEW DRIVEWAY TO REMAIN DOOR & FRAME TO BE REMOVED TO REMAIN CONCRETE SIDEWALK REMOVED PER PLANS EXISTING FLASHING TO REMAIN & BE PROTECTED EXISTING BRICK WATER TABLE TO BE REPLACED PER PLANS EXISTING POST TENSIONED SLAB PROTECT EXISTING SIDING & WINDOWS MATCH NEW FIXTURES TO EXISTING PER PLANS WHEN REPLACING BRICK WATER TABLE PROTECT EXISTING UTILITIES & MISC. WHEN REPLACING BRICK WATER TABLE PROTECT EXISTING UTILITIES & MISC. REMOVE PER PLANS REMOVE & RELOCATE PER MEP REMOVE & RELOCATE PER PLANS RELOCATE PER PLANS REMOVE &/OR RELOCATE PER MEP MAINTAIN FLASHING & WATERPROOFING WHEN REPLACING BRICK PROTECT EXISTING SERVICES DURING CONSTRUCTION RELOCATE PER MEP NEW BRICK PRIVACY WALL PER PLANS NEW DRIVEWAY LOCATION PER PLANS RELOCATE PORTABLE BUILDING PER PLANS & REPAINT - COLOR PER FINISH SCHED PROTECT CLEANOUT & EXISTING SUBSURFACE PLUMBING DURING WORK DOOR AND WALL TO REMAIN MAINTAIN EXISTING BUILDING WATERTIGHTNESS DURING & AFTER CONSTRUCTIOIN REMOVE PER PLANS # BY DATE REVISION Amanda Vienne architect seal S 177 SF OFFICE 3 16 194 SF OFFICE 4 18 157 SF OFFICE 2 19 123 SF OFFICE 1 17 64 SF RR 15 128 @ 1:150 1 OCCUPANT 177 SF HALL 2 160 @ 1:150 2 OCCUPANTS 180 @ 1:150 2 OCCUPANTS 197 @ 1:150 2 OCCUPANTS 85 SF STORAGE 5 153 SF OFFICE 7 143 SF OFFICE 9 154 SF OFFICE 11 188 SF OFFICE 13 145 SF OFFICE 10 125 SF OFFICE 8 154 SF OFFICE 656 SF RR 4 469 SF HALL 2 153 @ 1:150 2 OCCUPANTS 143 @ 1:150 1 OCCUPANT 154 @ 1:150 2 OCCUPANTS 188 @ 1:150 2 OCCUPANTS 154 @ 1:150 2 OCCUPANTS 125 @ 1:150 1 OCCUPANT 145 @ 1:150 1 OCCUPANT 149 @ 1:150 1 OCCUPANT 37 @ 1:200 1 OCCUPANTS 152 @ 1:150 2 OCCUPANT OCCUPANCY LOAD FOR EXISTING = 16 OCCUPANTS OCCUPANCY LOAD FOR NEW ADDITION = 7 OCCUPANTS TOTAL OCCUPANCY LOAD = 23 OCCUPANTS EJ 152 SF COPY AREA 1 62 SF KITCHENETTE 3 ACCESSIBLE SIGNAGE F.E. F.E. D.D. = 113' - 7" M.R.P D.E. = 119' - 9" EX ITEX IT EX IT 149 SF Room 12 132 SF OFFICE 14 132 @ 1:150 1 OCCUPANT 469 SF HALL 2 A101 6 BRACKET MOUNTED FIRE EXTINGUISHER - RATED 3-A SMOKE DETECTOR LIFE SAFETY LEGEND SYMBOL DESCRIPTION EXIT EXIT WALL MOUNT ILLUMINATED EXIT SIGN CLG MOUNT ILLUMINATED DIRECTIONAL EXIT SIGN F.E. TRAVEL DISTANCE FROM MOST REMOTE POINT DIAGONAL DISTANCE MOST REMOTE POINT ENTRY/EXIT FIRE EXTINGUISHER CABINET, SURFACE MOUNT LOCKED, MAX PROTRUSION 4" OR SEMI RECESSED INCLUDES FIRE EXTINGUISHER AND HOOK. EMERGENCY LIGHT FIXTURE EXIT LIGHT EMERGENCY LIGHT ONE DIRECTION D.E. T.E. D.D. MRP FEC E.L. DISTANT FROM EXIT TO EXIT FIRE EXTINGUISHER EMERGENCY LIGHT TWO DIRECTIONS ADA PUSH BUTTON PATH OF TRAVEL REMOVE & REPLACE EXISTING BRICK WATER TABLE, RETAIN & DO NOT DAMAGE EXISTING FLASHING BEHIND OR ON TOP OF WATER TABLE SAW CUT - REFER TO SITE PLAN FOR LOCATION DEMO EXISTING SIDEWALK 4 A100 PARKING COUNT: STANDARD15 1 ACCESSIBLEEX IS TIN G NE W STANDARD2 1 ACCESSIBLE 19 TOTAL GRADE NEW RUNNING BOND NEW SOLDIER COURSE EXISTING WALL PANEL EXISTING FLASHING TO REMAIN EXISTING BUIDLING T.O. BRICK WATER TABLE 2' - 8" PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :4 2 PM A100 LIFE SAFETY PLAN & DEMOLITION PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 3/16" = 1'-0" LIFE SAFETY PLAN - EXISTING & NEW SCALE: 3/16" = 1'-0" DEMO PLAN - EXISTING BUILD N N 1. 2. 3. FIRE RATED WALL ASSEMBLIES SHALL EXTEND TO FIRE RATED CEILINGS. FIRE PROTECTION SERVICE COMPANY LICENSED TO PERFORM THE WORK SHALL INSTALL FIRE PROTECTION SYSTEM AND ALSO ENSURE ALL WORK CONFORMS TO ALL APPLICABLE CODES. CONTINUITY OF FIRE SEPARATION @ FIRE RATED WALLS SHALL BE MAINTAINED @ ALL PENETRATIONS, JOINTS, AND INTERSECTIONS USING FIRE RATED CAULKS, SEALANTS AND FILLERS. NOTE: GC TO ENSURE ALL EGRESS LIGHTING, EXIT SIGNS, EXIT SIGNAGE, & FIRE EXTINGUISHERS ARE UP TO DATE AND IN WORKING ORDER. IF ANY ITEM IS DAMAGED, BROKEN, MISSING, OR OUT OF DATE - GC SHALL REPLACE/REPAIR TO WORKING ORDER. REFER TO DRAWINGS HERE FOR REQUIRED SIGNAGE AND EXTINGUISHERS. REGARDLESS OF SCOPE OF WORK BOXES. ALL LIFE SAFETY ITEMS TO BE INCLUDED IN CONTRACT. GENERAL NOTES SCALE: 1 1/2" = 1'-0" 4 BRICK WATER TABLE REPLACEMENT # BY DATE REVISION Amanda Vienne architect seal POULTRY ASHFORD O. WILLIAMS HALL HEAD HOUSE/ GREEN HOUSE HORTICULTURE BARN FINANCIAL UNIT A200 2 A200 1 A2003 A200 4 CJ @ 5'0" O.C. MAX. CJ @ 5'0" O.C. MAX. EJ EJ 3 A101 EXISTING BLDG TO BE RELOCATED EXISTING BLDG RELOCATED & REPAINT (GC TO MOVE BLDG) TO ADJACENT BUILDING EJ CJ CJ KEYWAYNEW DRIVEWAY 25 ' - 0 " 18 ' - 0 " 4' - 0" 44 ' - 8 " 4' - 0" NEW SIDEWALK NEW PRIVACY WALL REPLACE WATER TABLE EXISTING BUILDING NEW ADDITION 4' - 0" MAINTAIN CLEAR AREA REQ'D @ ELECTRICAL PANELS/DISCONNECTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 EXISTING PARKING DRIVEW AY D R IV EW AY T O R O AD 17 18 19 B B B B B B B B B A A A NEW SIDEWALK EJ (CONTINUOUS) NEW PARKING EXISTING SIDEWALKEXISTING SIDEWALK EX IS TI N G S ID EW AL K EX IS TI N G S ID EW AL K NOTE: SLOPES 1/8":1'-0" MIN AWAY FROM BUILDING - PROVIDE POSITIVE DRAINAGE. PLANT GRASS SEED W/ STRAW MATS & ELIMINATE/PROTECT ALL BARE DIRT SURFACES TO PREVENT EROSION. B A A101 5 LEVEL LANDING 1:20 MAX SLOPE KEYWAY KEYWAY KEYWAY KEYWAY KEYWAY KEYWAY KEYWAY CJ CJ CJ CJ CJ CJ CJ A A111 4 8'-0" 10 '-0 " SL OP E DO W N TO G RA DE SLOPE DOWN TO GRADE 12'-0" EDGE OF NEW DIRT PAD 5'-0" 5' -0 "8'-0" 10 '-0 " 0' - 0" LOW LANDING CONSTRUCTION FENCING CONSTRUCTION FENCING FENCE OPENING FOR DUMPSTER DUMP/WASTE CONTAINER CONSTRUCTION FENCING NEW PARKING LINE MARKINGS (TYP) -WATER BASED ACRYLIC SL OP E 1 /8" :12 " SL OP E 1 /8" :12 " SL OP E 1 /8" :12 " SL OP E 1 /8" :12 " SL OP E 1 /8" :12 " 3 A101 0' - 8" 0' - 6" #5 STL REINF. ROD CONC. BRICK AS NEEDED BROOM FIN ON ALL EXT CONC SURFACES 8'X20', 6GA REINFORCING STL MAT ON CONC. BRICK @ 4' O.C. MIN. (GRID) PARKING COUNT: STANDARD15 1 ACCESSIBLEEX IS TIN G NE W STANDARD2 1 ACCESSIBLE 19 TOTAL ACCESSIBLE PARKING LOW LANDING SLOPE MAX. 1:12 SLOPE MAX. 1:12 4' - 0" 6' - 0" 5' - 0" 6' - 0" SIDE WALK ACCESSIBLE PARKING SIGNAGE WITH NON-SLIP GROOVES PER ADA 2" SPACING OF GROOVES, 1/4" DEEP 1/4" WIDE WITH NON-SLIP GROOVES PER ADA 2" SPACING OF GROOVES, 1/4" DEEP 1/4" WIDE HANDICAPPED PARKING VAN ACCESSIBLE ACCESSIBLE PARKING SIGN 12"X18" VAN ACCESSIBLE PARKING SIGN 6"X12" U-CHANNEL SIGN POST - PREFINISHED BLUE BOLLARD W/WHITE STRIPING HIR COATING U-CHANNEL INTO CONCRETE 5' - 0" 1' - 0" 1' - 6" 10" PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :4 4 PM A101 SITE PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1" = 160'-0" VICINITY PLAN SCALE: 1" = 10'-0" SITE PLANN SCALE: 1 1/2" = 1'-0" 3 SIDEWALK DETAIL (TYP) SCALE: 3/8" = 1'-0" 5 ENLARGED CURB RAMP PLAN Area Schedule (Gross All Bldgs) NAME AREA EXISTING 2477 SF NEW 1041 SF TOTAL: 3518 SF NOTE: BROOM FINISH ALL EXTERIOR CONCRETE SURFACES TO PREVENT SLIPPING N SCALE: 1/2" = 1'-0" 6 ADA SIGNAGE - VAN ACCESSIBLE # BY DATE REVISION Amanda Vienne architect seal STRUCTURAL NOTES: DESIGN CRITERIA: DESIGN CODES: INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL (ICC). ALL REFERENCED CODES AND SPECIFICATION NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT (UNLESS OTHERWISE NOTED.) DESIGN LOADS: DEAD LOADS i. ROOF DEAD LOAD 10 PSF LIVE LOADS i. ROOF LIVE LOAD 20 PSF WIND LOADS i. ROOF ZONE 1': +16.0 PSF / -27.8 PSF ii. ROOF ZONE 1: +16.0 PSF / -48.4 PSF iii. ROOF ZONE 2: +16.0 PSF / -63.8 PSF iv. ROOF ZONE 3: +16.0 PSF / -87.0 PSF v. WALL ZONE 4: +30.4 PSF / -32.9 PSF vi. WALL ZONE 5: +30.4 PSF / -40.7 PSF WIND LOADS i. ULTIMATE DESIGN WIND SPEED 130 MPH (3-SECOND GUST) ii. NOMINAL DESIGN WIND SPEED 101 MPH (3-SECOND GUST) iii. RISK CATEGORY II iv. EXPOSURE CATEGORY EXPOSURE B v. MEAN ROOF HEIGHT 15'-0" vi. GCPi +/- 0.18 SEISMIC LOADS i. IMPORTANCE FACTOR 1.00 ii. SDS 14.2% iii. SD 16.2% iv. SITE CLASS E v. SS 0.089 vi. S1 0.058 vii. SEISMIC DESIGN CATEGORY C viii. BASIC SEISMIC FORCE RESISTING SYSTEM: LOAD BEARING TIMBER NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE. SNOW LOADS i. Pg = 0 PSF GENERAL: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION BEGINS. 2. ALL DIMENSIONS, DISCREPANCIES, OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. THE CONTRACTOR SHALL VERIFY ALL MECHANICAL, PLUMBING, AND MISCELLANEOUS OPENINGS AND ALL SLEEVES, BOLTS, AND OTHER RELATED ITEMS. NOTIFY THE ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT ARE LOCATED IN OR ON THE STRUCTURAL MEMBERS. 3. THESE PLANS ARE NOT INTENDED TO CONVEY ANY PARTICULAR CONSTRUCTION SEQUENCE OR PROCEDURE AND REPRESENT THE FINISHED STRUCTURE. THE RESPECTIVE BIDDER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE MEANS AND MEASURES TO ENSURE THE STABILITY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO: NECESSARY SHORING, SHEETING, TEMPORARY BRACING, DEWATERING, ETC. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE THE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 4. OBSERVATIONS, VISITS, OR VERBAL COMMUNICATION DURING CONSTRUCTION BY A REPRESENTATIVE OF THE STRUCTURAL ENGINEER SHALL NEITHER BE CONSTRUED AS AN INSPECTION NOR APPROVAL OF CONSTRUCTION UNLESS STATED SO IN WRITING BY THE ENGINEER. OBSERVATION VISITS DO NOT INCLUDE INSPECTION OF CONSTRUCTION MEANS AND METHODS AND ARE NOT CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE TO BE PERFORMED BY OTHERS. OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN CONTRACT DRAWINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTY. FOUNDATIONS: 1. THE DESIGN BEARING CAPACITIES ARE AS FOLLOWS: GRADE BEAMS: 1500 PSF SPREAD FOOTINGS: 1500 PSF 2. FILL SHALL BE A LOW PI (T TO 15) NON-EXPANSIVE MATERIAL FREE OF ORGANIC AND DELETERIOUS MATERIALS. FILL SHALL BE PLACED IN 6" LIFTS WITHIN TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% MODIFIED PROCTOR. FOUNDATION PREPARATION AND EARTHWORK: 1. THE CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, SEEPAGE, ETC. 2. ALL ABANDONED UTILITIES, FOOTINGS, ETC., THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE REMOVED. NOTIFY THE STRUCTURAL ENGINEER SHOULD ANY FOUNDATIONS FOR EXISTING STRUCTURES BE ENCOUNTERED THAT ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. 3. FOOTINGS, GRADE BEAMS, SLABS, AND THICKENED SLAB SECTIONS SHALL BE PLACED TO THE DIMENSIONS SHOWN ON THE DRAWINGS AND OBSERVED FOR QUALITY ASSURANCE PRIOR TO PLACING CONCRETE AND REINFORCING. SHOULD SOIL ENCOUNTERED NOT BE APPROVED, DESIGNS, EXCAVATIONS, AND SITE WORK WILL BE ALTERED BY CHANGE ORDER. THE INSPECTION OF FOUNDATION FOOTINGS AND REINFORCEMENT AND THE PLACEMENT OF CONCRETE SHALL PROCEED IMMEDIATELY FOLLOWING APPROVAL. IF FOOTING EXCAVATIONS ARE TO REMAIN OPEN FOR MORE THAN ONE DAY, THE CONTRACTOR SHALL TAKE MEASURES TO REDUCE MOISTURE ENTRY OR EVAPORATION. 4. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE SPECIAL INSPECTOR. 5. ALL TOPSOIL AND ORGANIC MATERIALS, INCLUDING TREES AND LARGE ROOTS, AND ANY DELETERIOUS MATERIALS SHALL BE STRIPPED FROM THE PROJECT AREA AND REPLACED WITH STRUCTURAL FILL. SHOP DRAWINGS: 1. THE REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER IS INTENDED ONLY TO MONITOR THE CONTRACTOR'S COMPREHENSION OF THE VARIOUS ASSEMBLIES. THIS REVIEW IS NOT A THOROUGH EXAMINATION OF THE WORK NOR IS IT AN ASSUMPTION OF RESPONSIBILITY BY THE ENGINEER FOR THE WORK OF OTHERS. 2. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS; THEREFORE, THE STRUCTURAL ENGINEER'S REVIEW DOES NOT CONSTITUTE AN AUTHORIZATION TO DEVIATE FROM THE TERMS AND CONDITIONS OF THE CONTRACT. 3. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. 4. SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF LOUISIANA AND INCLUDE COMPLETE DETAILS, SCHEDULES, PROCEDURES, AND DIAGRAMS FOR FABRICATION AND ASSEMBLY OF STRUCTURAL MEMBERS. 5. FABRICATORS SHALL DRAW THEIR OWN ERECTION PLANS. COPYING THE STRUCTURAL PLANS AND USING THEM AS ERECTION DRAWINGS IS NOT ACCEPTABLE. 6. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE DRAWINGS AS EVIDENCE THAT HE HAS REVIEWED THEM. 7. SHOP DRAWINGS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. 8. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATION WITH OTHER PORTIONS OF THE CONTRACT DOCUMENT, LACK OF CALCULATIONS (IF REQUIRED), OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR REVIEW. DEFORMED STEEL AND WELDED WIRE FABRIC: 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 LATEST EDITION) AND THE MANUAL FOR STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI (UNLESS OTHERWISE NOTED). 2. DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60. 3. WELDING OF REINFORCING IS NOT PERMITTED. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD AND IN ACCORDANCE WITH THE STANDARD HOOK REQUIREMENTS OF ACI 318. 5. REINFORCING DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME NUMBER, SIZE, SPACING AND GRADE AS THE SPECIFIED VERTICAL REINFORCING. 6. ALL REINFORCING BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION OCCURS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 8. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH AND ONE HALF, WHICH EVER IS GREATER. 9. PROVIDE CONTINUOUS REINFORCING TOP AND BOTTOM OF GRADE BEAMS AND AROUND CORNERS OF GRADE BEAMS IN ACCORDANCE WITH THE DETAILS PROVIDED. CONCRETE REQUIREMENTS 1. ALL ASPECTS OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301 LATEST EDITIONS, EXCEPT AS NOTED. 2. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS AT 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 8 ” FOR CONCRETE WITH A VERIFIED SLUMP OF 2-4" BEFORE ADDING WATER REDUCING OR PLASTICIZING ADMIXTURE. MAX AIR ENTRAINMENT = 5.5% ±1.5% (U.N.O.). SLABS, FOOTINGS: 4000 PSI 4. CONCRETE IN THE FOUNDATION SHALL NOT CONTAIN CALCIUM CHLORIDE OR OTHER CORROSIVE ADMIXTURES. 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II 6. WATER SHALL BE CLEAN, POTABLE AND FREE FROM INJURIOUS AMOUNTS OF ACID, ALKALI, OR ORGANIC MATERIAL. 7. CONCRETE AGGREGATES SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-33 AND SHALL CONFORM TO THE FOLLOWING MAXIMUM DIAMETERS: FOUNDATION: 1.5” DIAMETER 8. CONCRETE FLOORS SHALL BE FINISHED IN ACCORDANCE WITH ACI 301 FOR FLOOR FLATNESS AND FLOOR LEVELNESS WITHIN 48 HOURS AFTER SLAB INSTALLATION IN ACCORDANCE WITH ASTM E-1155. TOLERANCES SHALL BE AS FOLLOWS: EXPOSED TO VIEW & FOOT TRAFFIC: F(F) 20, F(L) 15 9. MOISTURE CONTROL BENEATH THE FOUNDATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL CONSIST OF SAND OR WASHED GRAVEL FILL, 15 MIL POLYETHYLENE VAPOR BARRIER, ETC. AS REQUIRED BY GOVERNING CODES AND LOCAL PRACTICES. 10. EXPOSED CONCRETE CORNER CHAMFER: 3/4" UNLESS SHOWN OTHERWISE. 11. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING, STRUCTURAL FRAMING, AND ANCHOR BOLTS, SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTM A386 AS APPLICABLE. 12. NON-SHRINK GROUT UNDER BASE PLATES TO BE SAME COMPRESSIVE STRENGTH AS SUPPORTING CONCRETE. 13. CONCRETE PLACEMENT FOR EACH FOUNDATION TYPE SHALL BE POURED MONOLITHICALLY WITH NO COLD JOINTS U.N.O. TIMBER FRAMING: 1. ALL DIMENSION LUMBER SHALL BE SOUTHERN PINE (SP) OR SPRUCE/ PINE / FIR (SPF) WITH THE FOLLOWING MINIMUM GRADES TO BE USED: a.LOAD BEARING STUDS: NO. 2 b.NON-LOAD BEARING STUDS: NO. 3 AND STUD c.HORIZONTAL FRAMING (PLATES, JOISTS, RAFTERS, HEADERS): NO. 2 (UNLESS OTHERWISE NOTED) d.BLOCKING AND MISCELLANEOUS: NO. 3 AND STUD 2. NO STRUCTURAL WOOD MEMBERS SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED AFTER FRAMING HAS BEEN INSTALLED WITHOUT THE PRIOR CONSENT OF THE DESIGN ENGINEER, EXCEPT THAT HOLES, NOT LARGER THAN 3/4", MAY BE DRILLED THROUGH STUDS, RAFTERS, AND JOISTS FOR ELECTRICAL WIRING. SUCH HOLES MUST BE ON THE CENTERLINE OF THE MEMBERS AND NOT IN THE MIDDLE 1/3 OF THE SPAN OF HORIZONTAL MEMBERS OR WITHIN 12" OF THE ENDS OF A STUD. 3. LUMBER IN CONTACT WITH CONCRETE, EXPOSED TO THE WEATHER OR OTHERWISE EXPOSED TO MOISTURE SHALL BE PRESSURE TREATED TO RESIST ROT AND DECAY. 4. MINIMUM NAILING OF MEMBERS SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 IN IBC 2015, UNLESS NOTED OTHERWISE. 5. PROVIDE FIRE STOP BLOCKING AT 10'-0" INTERVALS IN CONCEALED VERTICAL AND HORIZONTAL WALL SPACES INCLUDING FURRED SPACES. PROVIDE BLOCKING TO SUPPORT ALL EDGES OF OPENINGS IN FLOORS, ROOFS, AND WALLS. 6. ALL WOOD CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG-TIE AS SHOWN IN THE PLANS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SUGGEST INSTALLATION INSTRUCTIONS. 7. LVL JOISTS SHALL BE SOUTHERN PINE MANUFACTURED BY WEYERHAEUSER. FOLLOW ALL MANUFACTURER'S INSPECTIONS FOR STORAGE, HANDLING, AND INSTALLATION. 8. PROVIDE THREE STUDS BENEATH BEAM BEARING LOCATIONS WITHIN THE WALL, UNLESS OTHERWISE NOTED IN THE PLANS. 9. PLYWOOD ROOF SHEATHING SHALL BE EXPOSURE 1, APA RATED SHEATHING. SLAB 1/8" SAW CUT OR PLASTIC INSERT PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :4 5 PM A105 STRUCTURAL SPECS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE:NTS WALL STUD TO FOUNDATION CONNECTION DTL SCALE:NTS TYP AWNING BLOCKING SCALE:NTS TYP. CONTROL JOINT # BY DATE REVISION Amanda Vienne architect seal 2X6 (SYP) BEARING WALL, STUDS @16" O.C. 2X12 (SYP) @16" O.C. 2X6 (SYP) BEARING WALL TO UNDERSIDE OF RAFTERS, STUDS @16" O.C. 2X6 (SYP) BEARING WALL, STUDS @16" O.C. 35 ' - 1 0 1/ 4" 14 ' - 1 0" 6' - 0" 15 ' - 0 1 /4 " 29' - 3 1/8" EXISTING BLDG NEW ADDITION STUD WALL BELOW BRICK VENEER - REFER TO DETAILS HOLD DOWN - REFER TO STRUCT DTLSHOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN 2X6 (SYP) BEARING WALL TO UNDERSIDE OF RAFTERS, STUDS @16" O.C. BUILDING FOUNDATION - PER STRUCT DETAILS SLOPE GROUND -0' - 4" T.O. GROUND T.O. SLAB -0' - 0" SIDEWALK PARKINGSLOPED GROUND 6" 1" BUILDING FOUNDATION - PER STRUCT DETAILS SLOPE GROUND -0' - 4" T.O. GROUND T.O. SLAB -0' - 0" SIDEWALK SLOPED GROUNDSLOPED GROUND 1" 2" SLOPE GROUND PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :4 6 PM A110 FRAMING PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 3/8" = 1'-0" RAFTER FRAMING PLANN SCALE:NTS DBL TOP PLATE SPLICE DTL SCALE:NTS EXTERIOR SHEAR WALL DTL (TYP) SCALE:NTS OPENING DTL (TYP) SCALE:NTS HOLD-DOWN DTL (TYP) SCALE: 1/2" = 1'-0" 2 SIDEWALK TO PARKING SECTION DTL SCALE: 1/2" = 1'-0" 10 BUILDING TO SIDEWALK SECTION DTL # BY DATE REVISION Amanda Vienne architect seal -1 1/2" RECESS @ WINDOWS (TYP) 6 A111 EXISTING SLAB NEW FOUNDATION NE W S ID EW AL K NEW SIDEWALK NEW SIDEWALK EXISTING SIDEWALK LEVEL LANDING 1":20" MAX SLOPE PLACE DOWELS @ 24" O.C. 5" INTO EXISTING FOUNDATION INTERIOR GRADE BEAMS TO BE PLACED UNDER LOAD BEARING WALLS CONTROL JOINT 12 ' - 1 3 /8 " 12 ' - 1 3 /8 " 12 ' - 1 3 /8 " TY P 0' - 4" TYP 8 1/4" 2' - 4" 31 ' - 8 " 2' - 4" 14' - 11 1/2" 14' - 11 1/2" 1' - 6" 12 ' - 6 " 1' - 6" 4' - 8" 1' - 6" 1' - 8" 1' - 6" 9' - 4" 1' - 6" 1' - 6" 4' - 2 3/4" 1' - 6" 5' - 11 1/4" 1' - 6 1/2" 12' - 4 1/4" 1' - 6" 5' - 0" 4' - 0" C A111 D A111 C A111 C A111 B A111 B A111 A A111 B A111 SLOPE TO MEET TOP OF EXISTING SIDEWALK MAX SLOPE 1:20 BENCHMARK: EXISTING 0' - 0" TOP OF SLAB = NEW 0' - 0" TOP OF SLAB 8' - 8 7/8" 9' - 11" 9' - 10 7/8" -0' - 4" T.O. GROUND -0' - 6" T.O SIDEWALK SL OP E MA X SL OP E 1:2 0 -0' - 2" -0' - 2" EJ T.O. SLAB -0' - 0" -0' - 0" T.O. SLAB -0' - 4" T.O. GROUND EDGE OF DIRT PAD SLOPE AWAY SL OP E MA X SL OP E 1:2 0 2 A110 3' - 10 7 /8 " 3' - 11 1 /8 " 9' - 11 1/8"8' - 8 5/8" -0' - 6" 0' - 0" T.O. SLAB -0' - 4" T.O. GROUND -1' - 0" T.O. PARKING -1' - 0" T.O. PARKING -1' - 0" T.O. PARKING EJ SL OP E MA X SL OP E 1:2 0 10 A110 -0' - 6" T.O. SIDEWALK -0' - 6" T.O. SIDEWALK -1' - 0" T.O. SIDEWALK SLOPE TO MEET TOP OF EXISTING SIDEWALK MAX SLOPE 1:20 SLOPE MAX. 1:12 SLOPE MAX. 1:12 T.O. SIDEWALK -1 1/2" SLAB DEPRESSION FOR FLOOR DRAIN ADA: MAX SIDEWALK/LANDING CROSS SLOPE = 1":48" NOTE: GC TO VERIFY FOOTINGS ALIGN TO THE CENTER LINE OF LOAD BEARING WALLS IN PLAN. DIMENSIONS LISTED HERE ARE FOR VERIFICATION PRIOR TO CONSTRUCTION. 3' - 4" 3' - 2 1/4" FD 8 A111 LADDER TIES @ 8" O.C. VERTICAL #4 STL REINF. @ 12" O.C. SOLDIERS STACKED LOCATED @ 3'0" O.C. FOR INTERMEDIATE SUPPORT SANDWICH #4 STL REINF. GROUT SOLID @ EACH GRADE ANGLED ROWLOCK SOLDIER RUNNING BOND GRADE 1' - 6" 1' - 0" 3 A111 0' - 1 7/8" T.O. PRIVACY WALL 3' - 6" (2) #5 BARS TOP & BOTT. W/ #3 STIRRUP @ 24" O.C. CONC BRICK SUPPORT AS NEEDED @ 4" O.C. MIN. #4 REINF ROD, GROUT SOLID SOLDIERS STACKED LOCATED @ 3'0" O.C. FOR INTERMEDIATE SUPPORT SANDWICH #4 STL REINF. WYTHE 5 A111 SLOPE CONC. SURFACE DRAIN DOWNSPOUT DOWNSPOUT CONC. SURFACE DRAIN 5 SIDED SILL PAN 1/2" SLAB RECESS @ WINDOWS ALUMINUM STOREFRONT SYSTEM SPANDRAL GLAZING A111 7 5 SIDED SILL PAN (TYP) 5 1/2" 1 1 /2" TYP. AT ALL BUMP-OUTS 9 1/4" 1 1 /2" NEW FOUNDATION EXISTING FOUNDATION URETHANE SEALED EXPANSION JOINT @ FLOORING OVER AUTO EXPANDING BUTYL WATERSTOP PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :4 8 PM A111 FOUNDATION PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1/4" = 1'-0" FOUNDATION PLAN SCALE: 1" = 1'-0" 2 BRICK WALL - SECTION SCALE: 1" = 1'-0" 3 BRICK WALL_PLAN_DTL N SCALE: 1 1/2" = 1'-0" 4 SPLASH BLOCK - PLAN DETAIL (TYP) SCALE: 1 1/2" = 1'-0" 5 SPLASH BLOCK - SECTION (TYP) SCALE: 1 1/2" = 1'-0" 6 WINDOW SILL DETAIL (TYP) SCALE: 1 1/2" = 1'-0" 7 FIVE SIDED SILL PAN DTL • • • • • • • NOTES: WWR BAR DIAMETER TO BE 0.226" AT 4" CENTER-TO-CENTER SPACING EACH WAY. SPLICE LENGTH TO BE 0'-6" MIN. PLACE WWR IN UPPER 1/3 OF THE SLAB. WWR SUPPORT SPACING NOT TO EXCEED 3'-0". CONCRETE COVER SHALL BE 3" ALONG BOTTOM AND SIDES OF GRADE BEAMS AND FOOTINGS, 1" ALONG TOP OF SLAB, AND 1 1/2" ELSEWHERE. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL DIMENSIONS NOT SHOWN. SLOPE FLOORS TO DRAIN. REFER TO ARCHITECTURAL DRAWINGS FOR DRAIN LOCATIONS. ALL EXPOSED EXTERIOR FOUNDATION SHALL HAVE A SURFACE FINISH 2.0 UNLESS NOTED OTHERWISE. AT CONTRACTORS OPTION CORNER BARS MAY BE USED IN LIEU OF FIELD BENDING GRADE BEAM REINFORCEMENT. BLANKET SPRAY TERMITE TREATMENT REQUIRED AT FOUNDATION BELOW SLAB & IN FOOTINGS SCALE:NTS A SECTION SCALE:NTS B SECTION SCALE:NTS C SECTION SCALE:NTS D SECTION SCALE:NTS GRADE BEAM CONSTRUCTION JOINT (TYP) SCALE:NTS GRADE BEAM INTERSECTION DTL (TYP) SCALE:NTS GRADE BEAM PENETRATION (TYP) SCALE: 1 1/2" = 1'-0" 8 EXPANSION JOINT # BY DATE REVISION Amanda Vienne architect seal HALL 82'-7 1/4" EXISTING OFFICE 2 NEW ADDITION RR HALL 2 OFFICE 3 OFFICE 1 OFFICE 4 ADA SIGNAGE 5'-3 1/4" 3' - 11 3/4" 3' - 11 3/4" 37 '-5 5 /8 " 24'-11" 4' CLEAR (MINIMUM) 5' - 9" 4' - 0 " NEW DOOR ACCESS CONTROL "SELF ADHEREING ICE & WATERSHIELD UNDERLAY WITH TERMINATION BARS, BRICK TO METAL WALL PANEL, JOINT TO BE WATER TIGHT, & WEATHER SEALED W/ EXPANSION JOINT, BACKER ROD, SEALANT (BOTH SIDES)" A20511 10 13 TOILET PAPER DISPENSER SANITARY NAPKIN RECEPTACLE ADA 3' - 6" AD A 3' - 6" WHEELCHAIR TURNING RADIUS TOILET SINK CLEARANCE SINK WALL MOUNTED PAPER TOWEL DISPENSER & WASTE RECEPTACLE MIRROR 1' - 0" 0' - 6" 1' - 6" 4' - 3 1/ 2" NOTE: TOUCHLESS TOILETS AUTOMATIC FLUSH WATER CLOSET & SINIK FD 5' - 0" 6' - 1" WALL/DOOR MOUNTED HOOKS - REFER TO ELEVATIONS 1 A301 2 A301 7 A301 35 '-8 " 14 '-2 3 /8 " 5' -8 " 14 '-2 3 /8 " 14'-8 3/8" 9'-6" 12'-0 1/2" A205 9 A20511 A205 3 8 10 13 2 1 A112 2 Sim 9 A301 10 A301 N EW S ID EW AL K N EW S ID EW AL K NEW LANDING 2' - 8 3/ 4" 2' - 8 3/ 4" A A A A A A A 6' - 7" 64 SF RR 15 123 SF OFFICE 1 17 157 SF OFFICE 2 19 177 SF HALL 2 177 SF OFFICE 3 16 194 SF OFFICE 4 18 A112 5 12 " M IN C LE AR 1' - 2" 18 " M IN C LE AR 1' - 10 " 7' - 0" A112 7 REFINISH WALL SURFACE SMOOTH & FLUSH TO MATCH EXISTING SURROUNDING GYP AND/OR TRIM HOLDOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLSHOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS HOLD DOWN - REFER TO STRUCT DTLS 9'-1" 9'-11" 9'-11 1/8" 3' - 11 " 3' - 11 " 9'-1" 9'-11" 9'-11" NEW DOOR ACCESS CONTROL, PROVIDE POWER AND COMMMUNICATION CORNER GUARD (TYP) CORNER GUARD (TYP) 2X6 DOUBLE TOP PLATE 2X6 FIRE BLOCKING @ 10' MAX 1/2" GAP (BOTH SIDES) 2X6 TREATED SILL PLATE ACOUSTICAL BATT INSULLATION A CONCRETE SLAB 0' - 0" 5/8" GYP BD (BOTH SIDES) STRUCTURE ABOVE (VARIES) CEILING AS SCHED. 2x6 WOOD STUD NO. 1 @ 16" O.C. 1/2" J- BOLT ANCHOR SILL SEAL FOR ACOUSTICAL SEPARATION 1 CONTINUOUS ROW OF ACOUSTICAL BATT INSULATION AT WALLS DIVIDING OFFICES & BATHROOM (BOTH SIDES OF WALL) 3 5/ 8" 2" ST U D 5 1/ 2" R U N N IN G B O N D F AU X C O LU M N 2' - 0" RUNNING BOND FAUX COLUMN 2' - 0" AIR GAP EXTERIOR WALL EX TE RI OR W AL L BRICK REINF. LADDER TIES TYP 4" BRICK TIES 2" 6 A112 ALTERNATE BRICK LAPS AT CORNER 0' - 4" BLDG INTERIOR RETURN & ALTERNATE BRICK COURSING TO WYTHE BEHIND @ EACH COLUMN LOCATION RETURN & ALTERNATE BRICK COURSING TO WYTHE BEHIND @ EACH COLUMN LOCATIONAIR GAP 0' - 2" LADDER TIE BRICK TIE BRICK LEDGE 0' - 10" TRTD WOOD SILL 0' - 1 1/ 2" FRAMING & ANCHORS PER STRUCT. SILL SEAL EXTERIOR WALL WALL SHEATHING W/ WATER RESISTIVE BARRIER BRICK WEEP AS SCHED THROUGH WALL FLASHING EXISTING NEW INSULATED 2x4 WALL (BRICK SUPPORT WALL) 5/8" GYP BOARD 2x6 WALL (PRIMARY STRUCTURE) A112 8 2" URETHANE SEALED EXPANSION JOINT @WALL PAINT TO MATCH WALL COLOR BASIS OF DESIGN (OR PRE- APPROVED EQUAL) 2" DRYWALL EXPANSION JOINT, 1/8" THICK ALUM. @ ALL 4 SIDES OF OPENING 0' - 0 1/2" 5/8" GYP BOARD EXISTING GYP PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :5 1 PM A112 FLOOR PLAN & DETAILS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1/8" = 1'-0" FLOOR PLAN SCALE: 1/2" = 1'-0" ENLARGED RESTROOM PLAN SCALE: 3/8" = 1'-0" ENLARGED PLAN - NEW ADDITION N N N 1. GENERAL NOTES: FURNITURE BY OWNER - NIC SCALE: 1" = 1'-0" 4 INTERIOR PARTITION DTL (2X6) (TYP) - PARTITION TYPE "A" SCALE: 1" = 1'-0" 5 BRICK CORNER COLUMN PLAN DETAIL (TYP) SCALE: 1 1/2" = 1'-0" 6 BRICK LEDGE @ COLUMNS (TYP) SCALE: 1 1/2" = 1'-0" 7 WALL OPENING JAMB DTL NOTE: 1. BRICK CONTROL JOINTS @ 20' O.C. MAX 2. BRICK TIES (MAX SPACING) @ 16" O.C. HORIZONTALLY @ 12" O.C. VERTICALLY (REFER TO ENLARGED ELEVATIONS) SCALE: 3" = 1'-0" 8 GYP EXPANSION JOINT DTL # BY DATE REVISION Amanda Vienne architect seal SD 112 114 116 117 115113 W1 W1 W1 W1W1 W1 OFFICE 2 19 OFFICE 1 17 RR 15 OFFICE 3 16 HALL 2 OFFICE 4 18 M AT C H E XI ST IN G 6' - 9 1/ 2" 6' - 7" 1' - 9 1/2" 2' - 0" W1 ALUMINUM STOREFRONT INSULATED TEMPERED SPANDREL PANEL 3 A301 1X4, 3/4" PAINTED WOOD TRIM 1. 2. 3. NOTE: ALL LIGHTING FIXTURES TO MATCH EXISTING FIXTURES. ALL LIGHTING FIXTURES TO BE LED WITH SELECTABLE COLOR TEMPERATURE. INCLUDE EMERGENCY BACKUP LIGHT, CONFIRM WITH ENGINEERS LOCATION & TYPE WALL PACK LIGHT FIXTURE (TYP) CANOPY ABOVE CEILING PLAN, REF TO MEP, FRESH AIR INTAKE ABOVE CEILING PLANE, REF TO MEP, AIR HANDLER & TRUNK-LINE 1. 2. NOTES: CEILING TILE GRID SHALL BE CENTERED IN EACH SPACE IN BOTH DIRECTIONS. GC TO PROVIDE EMERGENCY BACKUP LIGHTING IN CASE OF POWER FAILURE - VERIFY LOCATIONS WITH ARCHITECT. ABOVE CEILING PLANE, REF TO MEP, FRESH AIR INTAKE 0' - 10 1 /2 " 12 ' - 0 " 0' - 9 1/ 2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" EQ EQ EQ EQ 1 CONTINUOUS ROW OF ACOUSTICAL BATT INSULATION AT WALLS DIVIDING OFFICES & BATHROOM (BOTH SIDES OF WALL) 1 CONTINUOUS ROW OF ACOUSTICAL BATT INSULATION AT WALLS DIVIDING OFFICES & BATHROOM (BOTH SIDES OF WALL) INDICATES CEILING TYPE INDICATES CEILING HEIGHT 2' x 2' RECESSED LED FIXTURE, ELECTRONIC BALLAST 2' x 4' RECESSED LED FIXTURE, ELECTRONIC BALLAST EXHAUST FAN CEILING LEGEND HVAC SUPPLY HVAC RETURN SMOKE DETECTOR EXIT SIGN EMERGENCY LIGHTS ACT 10' - 0" QUANTITY DESCRIPTION FINISH TYPE A - TEMPERED FULL LIGHT HINGES THRESHOLD PANIC BAR CLOSER (ADA COMPLIANT) 3 1 1 1 HARDWARE SET NO 1. TYPE B - HALF LITE TEMPERED HINGES DOOR LEVER LOCK 3 2 1 HARDWARE SET NO 2. DOOR HARDWARE GROUPS STAINLESS STEEL ALUMINUM STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL LOCK1 PULL HANDEL1 DOOR STOP1 STAINLESS STEEL TYPE C - FLUSH SOLID CORE HINGES DOOR LEVER LOCK 3 2 1 HARDWARE SET NO 3. STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL DOOR STOP1 STAINLESS STEEL MATCH EXISTING DOOR MATCH EXISTING DOOR MATCH EXISTING DOOR STAINLESS STEEL CLOSER (ADA COMPLIANT)1 STAINLESS STEEL TYPE A - 36" x 84" STOREFRONT DOOR TEMPERED FULL LIGHT PANIC BAR TYPE B - 36" x 84" HALF LITE SOLID CORE TEMPERED TYPE C - 36" x 84" FLUSH SOLID CORE 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" NOTE: DOOR SWING SHALL BE DETERMINED FROM PLAN 6 A113 7 A113 8 A113 9 A113 TYP 9 A113 TYP 10 A113 TYP 10 A113 TYP 1X4, 3/4" PAINTED WOOD TRIM BRICK BEYOND 2x HEADER SEALANT & BACKER ROD INSULATOR DOOR STOP DOOR GLASS THROUGH WALL FLASHING WEEP @ 16" O.C. BRICK SOLDIER COURSE TRIM AS SCHED LINTEL - REFER TO STRUCTURE EXTERIOR BRICK INSULATION WOOD TRIM CAULK & BACKER ROD INSULATOR DOOR STOP GLASS DOOR DOOR HINGE FINISH FLOOR AS SCHED. WOOD TRIM BEYOND GLASS SILL CAULK INSULATOR GASKET DOOR AS SCHED BRICK BEYOND CONCRETE FOUNDATION EJ NEW LANDING RECESS DOOR 7/16" 5/8" GYPSUM BOARD 2X HEADER WELDED HM. FRAME DOOR FRAME DOOR AS SCHED 0' - 6" 5/8" GYPSUM BOARD WELDED HM. FRAME DOOR AS SCHED. DOUBLE 2X STUDS 0' - 6" AI R GA P BRICK RUNNING BOND BRICK SOLDIER COURSE WEEP @ 16" O.C. 1/4" STEEL LINTEL - REFER TO STRUCTURE SEALANT AND BACKER ROD WINDOW FRAME AS SCHEDULE MOISTURE BARRIER WINDOW HEADER THROUGH WALL FLASHING STRUCTURAL LAGS - REFER TO STRUCTURE 1-1/2" EMBEDMENT MINIMUM TRIM AS SCHED 0' - 2 1/ 4" 0' - 3 5/8" 0' - 1" 0' - 1" BRICK TIE AS SCHED (TYP) THROUGH WALL FLASHING WITH DRIP EDGE EXTERIOR BRICK INSULATION TRIM AS SCHED SEALANT AND BACKER ROD WINDOW FRAME AS SCHEDULE PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :5 4 PM A113 OPENING PLAN & REFLECTED CEILING PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 3/16" = 1'-0" OPENING PLAN SCALE:NTS WINDOW LEGEND2 SCALE: 3/16" = 1'-0" CEILING / LIGHTING PLAN N N 1. 2. 3. 4. GENERAL NOTES: GC TO VERIFY EXISTING OPENING DIMENSIONS FOR ALL WINDOWS, DOORS, AND WALL PENITRATIONS AS NEEDED TO ENSURE WORK CONFORMS WITH DESIGN INTENT. - VIF INSTALL BASIS OF DESIGN: LOCK TYPE MUST BE COMPATIBLE W/ EXISTING UNIVERSITY LOCK SYSTEM & SHALL BE KEYED TO MATCH OTHER EXISTING EXTERIOR DOORS. GLASS ON DOORS TO BE CLEAR, NOT TINTED OR COLORED. REFER TO STRUCTURAL DRAWINGS FOR ALL HEADER & STUD SIZES/ PLACEMENT • • • NOTE: INTERIOR DOORS = DOOR STOPS EXTERIOR DOORS = DOOR CLOSERS SAFETY GLAZING REQUIRED AT ALL DOOR LOCATIONS DOOR SCHEDULE Mark Door Type Type NEW OR EXIST. Function Count DOOR ROUGH WIDTH ROUGH HEIGHT THICK WALL THICKNESS DOOR TYPE COMMENTS DOOR DOOR MATERIAL FRAME DETAILS SILL MATERIAL SILL FINISH HDW GROUP REMARKSWIDTH HEIGHT GLASS FINISH TYPE FINISH HEAD JAMB SILL 112 C WOOD SOLID CORE FLUSH New Construction Interior 1 3' - 0" 6' - 9" 3' - 2" 6' - 10" 0' - 1 3/4" 4 1/4" NONE SOLID CORE MATCH EXISTING - VIF WOOD W/ VENEER HOLLOW MTL PAINT 9/A113 10/A113 NONE NONE NO.3 SOLID CORE, FLUSH 113 B WOOD SOLID CORE HALF LITE New Construction Interior 1 3' - 0" 6' - 9" 3' - 2" 6' - 10" 0' - 1 3/4" 4 1/4" HALF-TEMP SOLID CORE MATCH EXISTING - VIF WOOD W/ VENEER HOLLOW MTL PAINT 9/A113 10/A113 NONE NONE NO.2 SOLID CORE, HALF LITE 114 B WOOD SOLID CORE HALF LITE New Construction Interior 1 3' - 0" 6' - 9" 3' - 2" 6' - 10" 0' - 1 3/4" 4 1/4" HALF-TEMP SOLID CORE MATCH EXISTING - VIF WOOD W/ VENEER HOLLOW MTL PAINT 9/A113 10/A113 NONE NONE NO.2 SOLID CORE, HALF LITE 115 B WOOD SOLID CORE HALF LITE New Construction Interior 1 3' - 0" 6' - 9" 3' - 2" 6' - 10" 0' - 1 3/4" 4 1/4" HALF-TEMP SOLID CORE MATCH EXISTING - VIF WOOD W/ VENEER HOLLOW MTL PAINT 9/A113 10/A113 NONE NONE NO.2 SOLID CORE, HALF LITE 116 B WOOD SOLID CORE HALF LITE New Construction Interior 1 3' - 0" 6' - 9" 3' - 2" 6' - 10" 0' - 1 3/4" 4 1/4" HALF-TEMP SOLID CORE MATCH EXISTING - VIF WOOD W/ VENEER HOLLOW MTL PAINT 9/A113 10/A113 NONE NONE NO.2 SOLID CORE, HALF LITE 117 A ALUMINUM STOREFRONT New Construction Exterior 1 3' - 0" 7' - 0" 3' - 4" 7' - 4" 0' - 1 3/4" 6 5/8" FULL-TEMP INSULATED FRAME MATCH EXISTING - VIF ALUMINUM INSULATED ALUMINUM MATCH EXISITNG - VIF 6/A113 7/A113 8/A113 ALUMINUM MATCH EXISTING - VIF NO.1 PANIC BAR, CLOSER, INSULATED FRAME WINDOW # COUNT WINDOW TYPE WINDOW R.O. WIDTH R.O. HEIGHT HEAD HEIGHT SILL HEIGHT FRAME MATERIAL FRAME COLOR (INT) FRAME COLOR (EXT) HARDWARE FINISH DETAILS GLAZING TYPE COMMENTS GLASS COLOR BASIS OF DESIGN SCREEN SCREEN TYPE REMARKS FRAME WIDTH FRAME HEIGHT HEAD SILL JAMB TYPE W1 6 INSULATED 2' - 0" 7' - 0" 2' - 6" 7' - 6" 7' - 0" 0' - 0" ALUMINUM MATCH EXISTING MATCH EXISTING 11/A301 6/A111 13/A113 TEMPERED CLEAR EXISTING NONE N/A 1. NOTE: WHERE MATCH EXISTING FINISH IS NOTED, GC SHALL SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. SCALE: 3/8" = 1'-0" 5 DOOR LEGEND SCALE: 3" = 1'-0" 6 STOREFRONT DOOR - HEAD DTL SCALE: 3" = 1'-0" 7 STOREFRONT DOOR - JAMB DTL SCALE: 3" = 1'-0" 8 STOREFRONT DOOR - SILL DTL SCALE: 3" = 1'-0" 9 INTERIOR WOODEN DOOR - HEAD DTL SCALE: 3" = 1'-0" 10 INTERIOR WOODEN DOOR - JAMB DTL SCALE:NTS BRICK ABOVE WINDOW DTL11 SCALE: 1 1/2" = 1'-0" 12 FAUX COLUMN ROOF DTL SCALE: 3" = 1'-0" 13 WINDOW JAMB DETAIL NOTE: SAFETY GLAZING REQUIRED AT ANY WINDOW 18" OR BELOW FFE # BY DATE REVISION Amanda Vienne architect seal 1" / 1' -0 " DS DS SL O PE 3' - 1 3/ 8" 32 ' - 6 5 /8 " 27' - 7 1/8" 6 A115 3 A115 ROOF PANEL PROFILE ADDITION ROOF 2 A115 7 A115 7 A115 A115 9 A115 108 A115 CRICKET EXISTING ROOF 7' - 0" 14 ' - 4 " 11 A115 NEW CONDENSER -REFER TO MEP 1. 2. GENERAL NOTES: CUT EXISTING GUTTER BACK TO RECIEVE & ACCOMODATE NEW BRICK WALL. AT ROOF EDGE FLASH OVER ICE & WATER SHIELD & PROVIDE METAL KICK OUT TO AVOID WATER RUNNING DOWN NEW WALL. THERE SHALL BE A CONTINUOUS, UNINTERRUPTED WATER TIGHT FLASHING DTL AT THIS INTERSECTION - ARCHITECT TO PREAPPROVE DTL PRIOR TO INSTALLATION MTL EAVE FLASHING OVER SELF-ADHERING ICE/WATER SHIELD OVERLAPPED W/SYTHETIC 40 LB FELT EQUIVALENT OVER 5/8" PLYWOOD 5/8 PLYWOOD GUTTER ROOF AS SCHED INSIDE FOAM CLOSER EAVE FLASHING MOISTURE BARRIER BASIS OF DESIGN (OR PRE-APPROVED EQUAL): TYVEC 3 1/2" 4" 3 1 /2" 4" 1' - 4" 0' - 2" 0' - 0 1/ 16 " BASIS OF DESIGN (OR PRE- APPROVED EQUAL): "SUPERLOK STANDING SEAM ROOF PANEL - MBCI" SOLDIER COURSE ROWLOCK RUNNING BOND 2X12@12"O.C. 23'-10" SPAN AVALABLE 5/8" PLYWOOD DECK W/CLIPS 2X12 TREATED WOOD CAP 2X8 TREATED WOOD 2X6 WOOD TOP PLATE AIR GAP MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" INSULATION 2X6 WOOD STUD @ 16" O.C. 0' - 1" 0' - 1" 0' - 3 5/8" T.O. PARAPET REFER TO WALL SECTIOINS 0' - 2 1/ 4" NOTE: 1. BRICK CONTROL JOINTS @ 20' O.C. MAX 2. BRICK TIES (MAX SPACING) @ 16" O.C. HORIZONTALLY @ 12" O.C. VERTICALLY (REFER TO ENLARGED ELEVATIONS) 2 PIECE METAL WALL PANEL SELF-ADHERING ICE/WATER WATER SHIELD (TYP), UP & OVER PARAPET CAP SELF ADHERING ICE/WATER SHIELD ROOF SYSTEM CLOSURE STAND. SEAM MTL ROOF SYNTHETIC UNDERLAYMENT - OVERLAP W/ ICE/WATER SHIELD @ ALL PARAPET INTERSECTIONS SLOPE MOISTURE BARRIER BASIS OF DESIGN (OR PRE- APPROVED EQUAL): TYVEC SOLDIER COURSE ROWLOCK RUNNING BOND 2X12@12"O.C. 23'-10" SPAN AVALABLE 5/8" PLYWOOD DECK W/CLIPS AIR GAP MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" NOTE: 1. BRICK CONTROL JOINTS @ 20' O.C. MAX 2. BRICK TIES (MAX SPACING) @ 16" O.C. HORIZONTALLY @ 12" O.C. VERTICALLY (REFER TO ENLARGED ELEVATIONS) INSULATION 2X6 WOOD STUD @ 16" O.C. 0' - 1" 0' - 1" 0' - 3 5/8" T.O. PARAPET VARIES 0' - 2 1/ 4" 2X12 TREATED WOOD CAP 2X8 TREATED WOOD 2X6 WOOD TOP PLATE 2 PIECE METAL WALL PANEL SELF-ADHERING ICE/ WATER SHIELD, UP AND OVER PARAPET CAP SELF ADHERING ICE/WATER SHIELD - OVERLAP W/ ICE/WATER SHIELD @ ALL PARAPET INTERSECTIONS ROOF SYSTEM CLOSURE STAND. SEAM MTL ROOF SYNTHETIC UNDERLAYMENT SLOPE MOISTURE BARRIER BASIS OF DESIGN (OR PRE- APPROVED EQUAL): TYVEC 0' - 8 1/ 8" MTL CRICKET CURB END CLOSURES METAL & NON METAL PIPE S.S. HOSE CLAMP FIELD CUT HOLE 1" MIN. LARGER THAN PIPE. LOCATE ALL PIPE IN THE BROAD FLAT OF PANEL. ROOF JACK (DEKTITE BASIS OF DESIGN (OR PRE-APPROVED EQUAL)) REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION SUBSTRATE OPENING MUST BE 1" LARGER THAN BASE OF ROOF JACK MTL CRICKET STANDING SEAM Z-BAR END CLOSURE SOLDER OR SEALANT 8" M IN PANEL EDGE BELOW PANEL EDGE BELOW STANDING SEAM PANEL ADJUSTABLE EXTERIOR GRADE CANOPY HANGER NOTE: REFER TO STRUCTURAL DETAIL A105 5 PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 20 :5 8 PM A115 ROOF PLAN & DETAILS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 3/8" = 1'-0" ROOF PLANN SCALE: 1 1/2" = 1'-0" 3 EAVE END_WITH GUTTER SCALE: 1 1/2" = 1'-0" 5 BOX DOWNSPOUT STRAIGHT SCALE: 1 1/2" = 1'-0" 6 ROOF PANEL PROFILE (TYP) ROOF DESIGN VALUES: DESIGN WIND LOADS: PERIMETER EDGE METAL CAPACITIES: PERIMETER EDGE METAL, COPINGS, & GUTTERS LOAD CAPACITIES: SCALE: 1 1/2" = 1'-0" 2 PARAPET SECTION_A SCALE: 1 1/2" = 1'-0" 7 PARAPET SECTION_B (TYP) SCALE: 1 1/2" = 1'-0" 8 BATHROOM EXHAUST VENT DTL SCALE: 1 1/2" = 1'-0" 9 PIPE PENETRATION DTL SCALE: 1 1/2" = 1'-0" 10 EXHAUST VENT_ROOF PENETRATION_AXON 1. NOTE: ALL ROOF PENETRATIONS SHALL BE LOCATED & CENTERED BETWEEN PANEL RIBS. SCALE: 3" = 1'-0" 11 CANOPY ATTACHMENT TO WALL # BY DATE REVISION Amanda Vienne architect seal TOP OF SLAB 0' - 0" T.O. WATER TABLE 2' - 8" A205 7 Sim NEW BRICK WATER TABLE NEW BRICK PRIVACY WALL NEW MTL CANOPY (ADDRESS SIGNAGE PER UNIVERSITY) EXISTING METAL CANOPY SYSTEM GROUND LEVEL -0' - 6" NEW EXISTING T.O. BRICK BAND 3' - 8" TOP OF SLAB 0' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" T.O. PRIVACY WALL 3' - 6" NEW BRICK PRIVACY WALLEXISTING MAIN ENTRY EXISTING CONC. BENCHES ROOF LINE (BEYOND) EXISTING BLDG NEW ADDITION (BEYOND) NEW LIGHT FIXTURE (BEYOND) GROUND LEVEL -0' - 6" T.O. BRICK BAND 3' - 8"NEW DOOR ACCESS CONTROL TOP OF SLAB 0' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" T.O. PRIVACY WALL 3' - 6" NEW MTL CANOPY NEW ADDITION PARAPET ROOF LINE (BEYOND) NEW LIGHT FIXTURE (TYP) NEW REAR ENTRY NEW BRICK PRIVACY WALL BEYOND A205 6 Sim GROUND LEVEL -0' - 6" T.O. BRICK BAND 3' - 8" TOP OF SLAB 0' - 0" B.O. ROOF STRUCTURE 13' - 0" A205 5 Sim T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" NEW BRICK PRIVACY WALL NEW CONDENSER UNIT NEW ADA SIGNAGE NEW MTL CANOPY EXISTING NEW GROUND LEVEL -0' - 6" T.O. BRICK BAND 3' - 8" PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 21 :1 3 PM A200 ELEVATIONS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1/8" = 1'-0" 1 BLDG ELEVATION (TYP) - EAST SCALE: 1/8" = 1'-0" 2 BLDG ELEVATION (TYP) - NORTH SCALE: 1/8" = 1'-0" 3 BLDG ELEVATION (TYP) - SOUTH SCALE: 1/8" = 1'-0" 4 BLDG ELEVATION (TYP) - WEST SCALE: 5 PERSPECTIVE 1 SCALE: 6 PERSPECTIVE 2 SCALE: 7 PERSPECTIVE 3 SCALE: 8 PERSPECTIVE 4 SCALE: 9 PERSPECTIVE 5 NOTE: ALL EXTERIOR METAL COMPONENTS INCLUDING CANOPY & ROOF EDGE METAL TO BE FACTORY PREFINISHED PRIOR TO INSTALLATION. # BY DATE REVISION Amanda Vienne architect seal LIGHTING FIXTURE AS SCHED (TYP) WINDOW AS SCHED (TYP) NOTE: ALL FURNITURE BY OWNER (NIC) LIGHTING FIXTURE AS SCHED (TYP) DOOR AS SCHED (TYP) NOTE: ALL FURNITURE BY OWNER (NIC) WINDOW AS SCHED (TYP) LIGHTING FIXTURE AS SCHED (TYP) NOTE: ALL FURNITURE BY OWNER (NIC) TOP OF SLAB 0' - 0" B.O. ROOF STRUCTURE 13' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" T.O. PRIVACY WALL 3' - 6" NEW ADDITION EXISTING NEW MTL CANOPY NEW LIGHT FIXTURE (TYP) NEW ADDITION PARAPET TY P PA R AP ET H EI G H T 1' - 8" TYPE B TYPE B TYPE A TYPE A A205 15 T.O. BRICK BAND 3' - 8" 1' - 2" 1' - 1 7/8" BRICK CONTROL JOINT TOP OF SLAB 0' - 0" B.O. ROOF STRUCTURE 13' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" B.O. AWNING 8' - 0" NEW ADDITION PARAPET ROOF LINE (BEYOND) NEW LIGHT FIXTURE (TYP) NEW MTL CANOPY 7' - 0" 8' - 0"8' - 0" 7' - 0" TYP PAR APET H EIG H T 1' - 10 3/32" TYPE A TYPE B TYPE B TYPE A TYPE A TYPE A NEW BUILDING SIGNAGE (BEYOND) T.O. BRICK BAND 3' - 8" 3' - 3 5/8" BRICK CONTROL JOINT NEW DOOR ACCESS CONTROL TOP OF SLAB 0' - 0" T.O. WATER TABLE 2' - 8" 1 A301 B.O. ROOF STRUCTURE 13' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" T.O. PRIVACY WALL 3' - 6" 11 A113 12 A113 NEW ADDITION EXISTING NEW ADDITION PARAPET ROOF LINE (BEYOND) NEW LIGHT FIXTURE (TYP) NEW MTL CANOPY A205 16 TY P PA R AP ET H EI G H T 1' - 8" TYPE A TYPE B TYPE B TYPE A TYPE A NEW BUILDING SIGNAGE - BASIS OF DESIGN (OR PRE- APPROVED EQUAL): HIGH DENSITY URETHANE, CNC ROUTED, & PAINTED T.O. BRICK BAND 3' - 8" BRICK CONTROL JOINT 000 OFFICE RESTROOM 000 000 OFFICE A610 5 000 OFFICE 000 OFFICE A610 4 4' - 0" 15 " M IN - 48 " M AXT.O. TOILET 1' - 6" FR O N T O F TO IL ET O F D IS PE N SE R 1 1/ 2" M IN . 7" - 9" LIGHTING FIXTURE AS SCHED (TYP) T.O. TOILET 48" MAX. 2' - 10 " 1' - 6"4' - 8 1/2" 3' - 0" 48 " M AX . B.O. SOAP DISPENSER 1' - 6" 2' - 7"1' - 8 1/2" ADA TEMP PROTECTION LIGHTING FIXTURE AS SCHED (TYP) 4' - 8 1/ 4" T.O. SINK 2' - 10" DOOR AS SCHED (TYP) LIGHTING FIXTURE AS SCHED (TYP) WALL/DOOR MOUNTED HOOKS 4' - 6" 4 A205 FONT CAPS TW CEN MT BOLD COLOR WHITE BAND BLUE COLOR: RGB BORDER FONT UPPERCASE & LOWERCASE TW CEN MT BOLD COLOR NOTE: FINAL COLOR APPROVAL SHALL BE PER PHYSICAL SAMPLES WITH OWNER SIGN-OFF PRIOR TO MANUFACTURE. TYPE B ACCENT BRICK VELOUR TEXTURE ACME BRICK - SOUTHERN CLASSIC PEP051 106083 TYPE A FIELD BRICK HERITAGE TEXTURE ACME BRICK - CEDAR VALLEY DTP 121 127247 SIGN (ANCHOR PER SIGN MANU.) SIGNAGE (REF TO DETAILS) BRICK VENEER LED SIGNAGE (LIGHT ON DAYLIGHT SENSOR) NOTE : 1. LOCATE SIGN LIGHTING TO ILLUMINATE ENTIRE SIGN W/ NO "HOTSPOTS" OR DARKNESS ON SIGN ITSELF 2. HEIGHT OF SIGNAGE PER ELEVATION4' - 6" REF NUMBER ITEM DESCRIPTION MANUFACTURER MODEL NUMBER NOTE FIELD BRICK EXTERIOR FINISH SCHEDULE STORAGE BUILDING BUILDING SIGNAGE MODULAR SIZE BRICK 2 1/4" X 7 5/8" X 3 5/8"B2 ACME B1 DTP121127247 COLOR: CEDAR VALLEY HERITAGE TEXTURE ACCENT BRICK MODULAR SIZE BRICK 2 1/4" X 7 5/8" X 3 5/8" PEP051106083 COLOR: SOUTHERN CLASSIC VELOUR TEXTURE CANOPY METAL SHEET METAL AWNING - - COLOR: MEDIUM BRONZE KYNAR/HYLAR SHEET MTL FINISH - - ACME NEW ADDITION P2 PAINT MAIN EXTERIOR PAINT HC-69 COLOR: WHITALL BROWNBENJAMIN MOORE P3 PAINT TRIM COLOR: NATURAL WICKEREXTERIOR PAINT BENJAMIN MOORE OC-1 - NEW SIGNAGE SUAG LOGO SIGNAGE SEE ELEVATIONSREFER TO NOTE (A) BELOW - - NOTE A: SIGN SHALL BE ONE PIECE COMPOSITE, ROUTED, RELIEF PER PRE APPROVED LOGO SHOP DRAWINGS REQUIRED ALTERNATE SIGN TYPES MAY BE CONSIDERED, PRE APPROVAL REQUIRED. ROOF EDGE METAL COLOR: MEDIUM BRONZE SIGNAGE LIGHT FIX BEGA NOTE: ALL MANUFACTURER NAMES/MODELS ARE BASIS OF DESIGN, OR PREAPPROVED EQUAL B77756 COLOR: MEDIUM BRONZE LED, 27" EXTENSION, 1' ABOVE EMBLEM (EXTERIOR GRADE) WALL PACK COLOR: MEDIUM BRONZE REFER TO SHEET A610L2 L3 SCUPPER GUTTER FASCIA ALUM BRACKET FLASHING ALUM PLATE ALUM PIPE TUBE SUPPORT A115 11 5' - 0" PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 21 :1 7 PM A205 ENLARGED BUILDING & INTERIOR ELEVATIONS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 3/8" = 1'-0" 1 OFFICE (TYP)-EAST ELEVATION SCALE: 3/8" = 1'-0" 2 OFFICE (TYP) - WEST ELEVATION SCALE: 3/8" = 1'-0" 3 OFFICE (TYP) -SOUTH ELEVATION SCALE: 1/4" = 1'-0" 5 NEW ADDITION - WEST ELEVATION SCALE: 1/4" = 1'-0" 6 NEW ADDITION - SOUTH ELEVATION SCALE: 1/4" = 1'-0" 7 NEW ADDITION - EAST ELEVATION SCALE: 3/8" = 1'-0" 8 HALLWAY - E ELEVATION SCALE: 3/8" = 1'-0" 9 HALLWAY - WEST ELEVATION SCALE: 3/8" = 1'-0" 10 RR - EAST ELEVATION SCALE: 3/8" = 1'-0" 11 RR - NORTH ELEVATION SCALE: 3/8" = 1'-0" 13 RR - WEST ELEVATION SCALE: 3/4" = 1'-0" 16 BUILDING SIGNAGE SCALE:NTS BRICK TYPES14 SCALE: 3/4" = 1'-0" 4 PARTIAL SIGNAGE SECTION 1. 2. 3. GENERAL NOTES: BASIS OF DESIGN: ALL MANUFACTURERS AND MODELS LISTED HERE ARE BASIS OF DESIGN. TYPICAL PAINT GRADE AND FINISH: BENJAMIN MOORE ULTRA SPEC (SCUFF-X) INTERIOR LATEX - SATIN (486) OR PRE-APPROVED EQUAL. ALL EXTERIOR METAL WORK SHALL RECEIVE AT MINIMUM UNLESS SPECIFIED OTHERWISE, A RUSTY METAL PRIMER WITH A PRE-APPROVED METAL PAINT. NOTE: WHERE POWDER COATING IS THE REQUIRED FINISH. ALL NON-METAL EXTERIOR ITEMS TO RECEIVE AT MINIMUM MATERIAL APPROPRIATE PRIMER WITH ULTRA SPEC. GRADE TOP COAT OR BETTER 100% ACRYLIC PAINT SUITABLE FOR THE SUBSTRATE. SCALE:NTS EXTERIOR FINISH SCHEDULE12 SCALE: 1/2" = 1'-0" 15 METAL CANOPY DETAIL 1. 2. NOTE: ALL RESTROOM FIXTURES SHALL CONFORM TO ADA REQUIREMENTS ALL FURNITURE SHOWN IS OWNER PROVIDED - NIC. NOTE: ALL EXTERIOR METAL COMPONENTS INCLUDING CANOPY & ROOF EDGE METAL TO BE FACTORY PREFINISHED PRIOR TO INSTALLATION. NOTE: ALL EXTERIOR METAL COMPONENTS INCLUDING CANOPY & ROOF EDGE METAL TO BE FACTORY PREFINISHED PRIOR TO INSTALLATION. # BY DATE REVISION Amanda Vienne architect seal TOP OF SLAB 0' - 0" B.O. ROOF - LOWER SIDE 12' - 0" A115 2 B.O. ROOF STRUCTURE 13' - 0" T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" SOLDIER COURSE WATER TABLE CEILING AS SCHED. ROOF STRUCTURE FINISH FLOOR (AS SCHED) GROUND LEVEL -0' - 6" B.O. BRACING 11' - 4" 45o CROSS BRACING @16" O.C. A301 4 TYP FIRE BLOCKING @ 10' AFF (MAX) TRIM (AS SCHED) INTERIOR GYPSUM BOARD T.O. BRICK BAND 3' - 8" FOUNDATION - PER STRUCT DETAILS MOISTURE BARRIER OVER 5/8" PLYWOOD SHEATHING ALL EXT. WALLS. EXTERIOR WALLS TO ACT AS SHEAR WALLS - REFER TO STRUCT SILL SEAL (TYP) CONT 6-MIL POLYETHYLENE VAPOR BARRIER; DUCT TAPE EVERY JT COMPACTED A4 FILL DIRT OVER 4" FOUNDATION SAND 4"T.O. GROUND MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" BRICK WEEPS AS SCHEDULED TOP OF SLAB 0' - 0" 7 A301T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" 9 A301 PARAPET (BEYOND) ROOF SYSTEM CEILING AS SCHED PARTITION WALLS (TYP) PARTITION WALLS (TYP) DOOR AS SCHED FINISH FLOOR AS SCHED (TYP) FINISH FLOOR AS SCHED (TYP) EXTERIOR WALL AS SCHED (TYP) TOP OF SLAB 0' - 0" 1 A301 2 A301 T.O. PARAPET STRUCT 17' - 6" T.O. ROOF STRUCTURE 15' - 10 7/8" PARAPET (BEYOND) DOOR AS SCHED (TYP) CEILING AS SCHED ROOF SYSTEM WALL PACK LIGHTING (TYP) NEW CANOPY LIGHTING AS SCHED (TYP) FINISH FLOOR AS SCHED (TYP) ENTRY DOOR AS SCHED A113 11 2' - 0" GLASS (AS SCHED) BRONZE ANDOIZE 3 1/2" X 1 1/2" ALUM. FRAME (TYP) CEILING (AS SCHED) SOLDIER COURSE ABOVE WINDOW A111 6 TOP OF SLAB 0' - 0" B.O. ROOF STRUCTURE 13' - 0" A115 7 GROUND LEVEL -0' - 6" WALL PACK LIGHTING (TYP) CEILING AS SCHED. INTERIOR GYPSUM BOARD SOLDIER COURSE WATER TABLE FINISH FLOOR (AS SCHED) ROOF STRUCTURE A301 4 TYP FIRE BLOCKING @ 10' AFF (MAX) TRIM (AS SCHED) T.O. BRICK BAND 3' - 8" MOISTURE BARRIER OVER 5/8" PLYWOOD SHEATHING ALL EXT. WALLS. EXTERIOR WALLS TO ACT AS SHEAR WALLS - REFER TO STRUCT. SILL SEAL (TYP) FOUNDATION - PER STRUCT DETAILS CONT 6-MIL POLYETHYLENE VAPOR BARRIER; DUCT TAPE EVERY JT COMPACTED A4 FILL DIRT OVER 4" FOUNDATION SAND 4"T.O. GROUND MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" BRICK WEEPS AS SCHEDULED TOP OF SLAB 0' - 0" B.O. ROOF STRUCTURE 13' - 0" GROUND LEVEL -0' - 6" SOLDIER COURSE WATER TABLE WALL PACK LIGHTING (TYP) CEILING AS SCHED. INTERIOR GYPSUM BOARD GUTTER FINISH FLOOR (AS SCHED) 2X RIM JOIST ROOF FRAMING PER PLANS WALL FRAMING PER PLANS 5/8" PLYWOOD DECKING STANDING SEAM METAL ROOF 45o CROSS BRACING @16" O.C. B.O. BRACING 10' - 4" 2X6 STUD 1/2" SHEATHING AIR GAP MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" A301 4 TYP FIRE BLOCKING @ 10' AFF (MAX) PREMIUM SYNTHETIC ROOF UNDERLAYMENT TRIM (AS SCHED) T.O. BRICK BAND 3' - 8" MOISTURE BARRIER OVER 5/8" PLYWOOD SHEATHING ALL EXT. WALLS. EXTERIOR WALLS TO ACT AS SHEAR WALLS - REFER TO STRUCT. SILL SEAL (TYP) A115 3 FOUNDATION - PER STRUCT DETAILS CONT 6-MIL POLYETHYLENE VAPOR BARRIER; DUCT TAPE EVERY JT COMPACTED A4 FILL DIRT OVER 4" FOUNDATION SAND 4"T.O. GROUND BRICK WEEPS AS SCHEDULED T.O. PARAPET T.O. ROOF CEILING 10' - 0" EXISTING SUSPENDED CEILING 9' - 0" T.O. ROOF FIRE BLOCKING @ 10' AFF (MAX) MATCH EXISTING SLAB HEIGHT EXISTING WALL FINISH FLOOR (AS SCHED) 2 X 6 STUD WALL INSULATION HEADER (AS SCHED) - REFER TO STRUCT. INTERIOR GYPSUM BOARD GYP TRIM (AS SCHED) EXISTING METAL PANEL A115 7 EXISTING FINISH FLOOR URETHANE SEALED EXPANSION JOINT @ FLOORING OVER AUTO EXPANDING BUTYL WATERSTOP MOISTURE BARRIER OVER 5/8" PLYWOOD SHEATHING ALL EXT. WALLS. EXTERIOR WALLS TO ACT AS SHEAR WALLS - REFER TO STRUCT. THROUGH WALL MTL COUNTER FLASHING OVER SELF- ADHERING ICE/WATER SHIELD OVER TREATED WOOD CANT FOUNDATION - PER STRUCT DETAILS CONT 6-MIL POLYETHYLENE VAPOR BARRIER; DUCT TAPE EVERY JT COMPACTED A4 FILL DIRT OVER 4" FOUNDATION SAND MODULAR BRICK 3 5/8" x 2 1/4" x 7 5/8" BRICK (TYP) AS INDICATED CONCAVE GROUT JOINT (TYP) 2x6 INSULATION SCHEDULE ACOUSTICALWALL (INTERIOR) WALL (EXTERIOR) 2x6 ROOF RAFTERS 2x12 R21 R38 SILL SEAL 2x6 NOTES: • • WALL & ROOF INSULATION SHALL BE CONTINUOUS & FILL ALL CAVITIES COMPLETELY. SILL SEAL SHALL MATCH SILL WIDTH. SOUND ATTENUATION BATTS (SAB) KRAFT FACED FIBERGLASS KRAFT FACED FIBERGLASS POLYETHYLENE ROLLFOAM GASKETING STRIP THROUGH WALL MTL COUNTER FLASHING OVER SELF- ADHERING ICE/WATER SHIELD OVER TREATED WOOD CANT CONTINUOUS SELF-ADHERING ICE/WATER SHIELD OVER 6" BUTYL DOUBLE-SIDED MASTIC ROOFING TAPE CONTINUOUS 6" BUTYL DOUBLE-SIDED MASTIC ROOFING TAPE STAINLESS FASTENER AT 8" OC ANCHORED TO STRUCTURE/DECK 5/8" PLYWOOD SHEATHING & TRTD WOOD CANT INSULATED 2X4 BRICK PARAPET SUPPORT WALL & 2X6 WALL BRICK WEEP EXISTING ROOF SYSTEM PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 21 :2 0 PM A301 BUILDING & WALL SECTIONS & DETAILS 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1" = 1'-0" 1 WALL SECTION_A SCALE: 1/4" = 1'-0" 2 NEW ADDITION - SECTION 1 SCALE: 1/4" = 1'-0" 7 NEW ADDITION - SECTION 2 SCALE: 1" = 1'-0" 3 BRICK SILL @ WINDOW_SECTION SCALE: 1" = 1'-0" 9 WALL SECTION_B SCALE: 1" = 1'-0" 10 WALL SECTION_C SCALE: 1" = 1'-0" 5 WALL SECTION_NEW PARAPET AT EXISTING WALL SCALE: 3" = 1'-0" 4 GROUT JOINT DETAIL (TYP) NOTE: 1. BRICK CONTROL JOINTS @ 20' O.C. MAX 2. BRICK TIES (MAX SPACING) @ 16" O.C. HORIZONTALLY @ 12" O.C. VERTICALLY (REFER TO ENLARGED ELEVATIONS) 3" = 1'-0" 8 PARAPET AT EXISTING ROOF DETAIL 1. GENERAL NOTE: AT ROOF EDGE FLASH OVER ICE & WATER SHIELD & PROVIDE METAL KICK OUT TO AVOID WATER RUNNING DOWN NEW WALL. THERE SHALL BE A CONTINUOUS, UNINTERRUPTED WATER TIGHT FLASHING DTL AT THIS INTERSECTION - ARCHITECT TO PREAPPROVE DTL PRIOR TO INSTALLATION # BY DATE REVISION Amanda Vienne architect seal A B C E D F2 F2 F3 F2 F2 F3 F1 OFFICE 2 19 OFFICE 1 17 RR 15 HALL 2 OFFICE 3 16 OFFICE 4 18 7 A610 11 A610 PT2 PT1 PT1 PT1 PT1 PT1 PT1 PT2 PT1PT1 PT1 PT1PT1 PT2 PT2 PT1 PT1 PT1 PT1 PT1PT1 OWNER PROVIDED WALK-OFF MATT FD SLOPE 1/8":12" (TYP) 1. 2. 3. NOTE: TILE PATTERN DIRECTION F3: MODULAR CARPET TILE PATTERN LINE DIRECTION PARALLEL WITH THE LENGTH OF THE WALL F2: MODULAR CARPET TILE PATTERN LINE DIRECTION PERPENDICULAR TO THE HALLWAY CARPET TILE F1: CERAMIC TILE PATTERN LINE DIRECTION PERPENDICULAR TO THE HALLWAY CARPET TILE A B C D E SIGNAGE KEY 000 000 000 000 OFFICE 1 OFFICE 1 OFFICE 1 OFFICE 1 RESTROOM 000 OFFICE (TYP) WALL REF NUMBER ITEM DESCRIPTION MANUFACTURER MODEL NUMBER NOTE FLOOR FINANCIAL UNIT - NEW ADDITION INTERIOR FINISH SCHEDULE PAINT MODULAR CARPET TILE 24 X 24 GLUEDOWNF2 TARKETT COLOR: 42719 IBIZA BREEZE P1 A0005 LOOP STITCH BEN. MOORE 2112-60 COLOR: CEMENT GRAY DOOR CEILING INTERIOR LIGHTING RESTROOM F1 FLOOR ECOVANTAGE TWO-PIECE TOILET TOUCHLESS ZURNT1 TOILET ADA COMPLIANT COLOR: WHITE GB1 GRAB BAR STRAIGHT GRAB BAR 36" BOBRICK B-5806 1 1/4" DIAMETER SATIN FINISH GB2 GRAB BAR STRAIGHT GRAB BAR 42" BOBRICK B-5806 1 1/4" DIAMETER SATIN FINISH VS1 K-2007-0WALL MOUNT SINK KOHLERKINGSTON VANITY SINK WHITE ULTRA THICK ENAMEL TR1 PAPER TOWEL DISPENSER/ WASTE SURFACE MOUNT TOWEL/ WASTE UNIT BOBRICK B-3949 SATIN FINISH STAINLESS STEEL WALL L1 LIGHTING D3 DOOR WOODGRAIN STAINED SF1 FAUCET AQUASENSE CENTERSET SENSOR FAUCET TOUCHLESS ZURN Z6915-XL ADA COMPLIANT FAUCET POLISHED CHROME FINISH TP1 DOUBLE ROLL DISPENSERTOILET PAPER DISPENSER STAINLESS STEELULINE H-2546 SN1 WALL MOUNT RECEPTACLESANITARY NAPKIN DISPOSAL STAINLESS STEELULINE H-3454 SD1 SOAP AUTO WALL-MOUNT DISPENSER TOUCHLESSSOAP DISPENSER BLACKULINE H-7174 WINDOWS 2 X 4 PUEBLO LAY-IN WOOD WITH 1/2 GLASS WALL BASE 4" RUBBER WALL BASE MATCH PROFILE TO EXISTING ARMSTRONG HALL WHITE SQUARE LAY-IN ADD PRELUDE XL 15/16" EXPOSED TEE SYSTEM WHITE BAKED ON PAINT FINISH 12 GAUGE HANG WIRE PAINT FLOOR FLOOR ENTRY DOOR LIGHTING C1 D2 L1 WB1 4 X 4 RECESSED PANEL JOHNSONITE COLOR: #40 BLACK P1 FLAT LED FLOORF3 TARKETT COLOR: 60810 STAR GAZER F1 D1 L1 WALL BASE 4" RUBBER WALL BASE MATCH PROFILE TO EXISTINGWB1 JOHNSONITE COLOR: #40 BLACK CEILING ARMSTRONGC1 WALL PAINTP1 CEILING ARMSTRONGC1 WALL BASE 4" RUBBER WALL BASE MATCH PROFILE TO EXISTINGWB1 JOHNSONITE COLOR: #40 BLACK LIGHTINGL1 FLAT LED 6X36 WOOD LOOK CERAMIC TILE EF1 EXHAUST FAN ALUMINUM STORE FRONT COLOR: BLACK FLAT LED G1 GROUT MODULAR CARPET TILE 24 X 24 GLUEDOWN G1 GROUT 11570 CORDED CLOTH ALUMINUM FRAME REFER TO DOOR SCHEDULE COLOR: BLACK GROUT & SEALANT LATICRETE 56 COLOR: DESERT KHAKI NATURAL VC02 LITHONIA CPANL- 2X4-AL06-SWW7-M2 DALTILE VICINITY BEN. MOORE 2112-60 COLOR: CEMENT GRAY CEILING EXHAUST FAN 90 CFM FLOAIRE REFER TO DOOR SCHEDULE LITHONIA CFA-590-FA 6X36 WOOD LOOK CERAMIC TILE NATURAL VC02DALTILE VICINITY GROUT & SEALANT LATICRETE 56 COLOR: DESERT KHAKI BEN. MOORE 2112-60 COLOR: CEMENT GRAY REFER TO DOOR SCHEDULE LITHONIA ACCENT WALLP2 BEN. MOORE 1666 COLOR: IN THE MIDNIGHT HOURPAINT WALL W/ WINDOW W/ STANDARD COVER CPANL- 2X4-AL06-SWW7-M2 CPANL- 2X4-AL06-SWW7-M2 1864 2 X 4 PUEBLO LAY-IN WHITE SQUARE LAY-IN ADD PRELUDE XL 15/16" EXPOSED TEE SYSTEM WHITE BAKED ON PAINT FINISH 12 GAUGE HANG WIRE 1864 2 X 4 PUEBLO LAY-IN WHITE SQUARE LAY-IN ADD PRELUDE XL 15/16" EXPOSED TEE SYSTEM WHITE BAKED ON PAINT FINISH 12 GAUGE HANG WIRE 1864 ROOM # PLASTIC COVER 000 UNIVERSITY BLUE UNIVERSITY YELLOW UNIVERSITY BLUE METAL TRIM NAME PLATE NAME PLATE HOLDER BRAIL RESTROOM 000 ROOM # PLASTIC COVER UNIVERSITY BLUE UNIVERSITY YELLOW UNIVERITY BLUE UNIVERITY BLUE METAL TRIM BRAIL REF NUMBER FINISH FLOOR TYPE F1 F2 MODULAR CARPET TILE CERAMIC TILE F3 MODULAR CARPET TILE 1/8" ALUMINUM ANGLE FLOOR EDGING - PREFABRICATED CARPET & ADHESIVE THIN SET MORTAR CARPET TILE ALUMINUM DOOR FRAME - PREFINISHED MATCH EXISTING IN COLOR SOLID WOOD 1/2 LITE STAIN = MATCH EXISTING & CLEARCOAT SOLID WOOD FLUSH STAIN = MATCH EXISTING & CLEARCOAT 1/8" ALUMINUM ANGLE FLOOR EDGING - PREFABRICATED THIN SET MORTAR ADHESIVETILE WOOD PLANK PROJECT NUMBER: DATE: TEL: 337.205.3235 EMAIL: david@dbarchitectureofacadiana.com WEBSITE: www.dbarchitectureofacadiana.com ADDRESS: 233 Doucet Rd, Suite A2, Lafayette, Louisiana, 70503 D AT E: C O PY R IG H T db |A R C H IT EC TU R E of A C AD IA N A, L LC 03/25/2024 PROJECT ID: 20231010 3/ 30 /2 02 4 3: 21 :2 2 PM A610 FINISH SCHEDULE & PLAN 20231010 FINANCIAL UNIT ADDITION SOUTHERN UNIVERSITY BID DOCUMENTS 9110 B.A. Little Dr. (H Street), Baton Rouge, LA 70813 East Baton Rouge Parish SCALE: 1/4" = 1'-0" FINISH PLAN SCALE: 1" = 1'-0" 2 SIGNAGE LEGEND N SCALE: 1/8" = 1'-0" 3 FINISH SCHEDULE SCALE: 1 1/2" = 1'-0" 4 ROOM SIGNAGE (TYP) SCALE: 1 1/2" = 1'-0" 5 UNISEX RR SIGNAGE FIXTURES K-2007-0 T1 ECOVANTAGE TWO-PIECE TOILET TOUCHLESS ZURN Z5560 VS1 KINGSTON VANITY SINK KOHLER GB1 & GB2 STRAIGHT GRAB BAR 36" & 42" BOBRICK M1 CHANNEL FRAME MIRROR 18"x24" BOBRICK TR1 TRASH & PAPER TOWEL SURFACE MOUNT BOBRICK B-5806 B-165 B-3949 Z6915-XL SF1 AQUASENSE CENTERSET SENSOR FAUCET TOUCHLESS ZURN H-2546 TP1 TOILET PAPER DOUBLE ROLL DISPENSER ULINE H-3454 H-7174 SD1 SOAP AUTO WALL- MOUNT DISPENSER TOUCHLESS ULINE SN1 WALL MOUNT NAPKIN DISPOSAL RECEPTACLE ULINE TYPE A STORE FRONT TYPE B WOOD W/ 1/2" GLASS TYPE C RESTROOM DOOR SCALE: 3" = 1'-0" 7 CARPET_TILE_TRANSITION DTL DOOR FINISHES CFA-S50-FA NOTE: REFER TO DOOR SCHEDULE FLOOREXTERIOR WALL F1 WOODLOOK TILE DALTILE VICINITY NATURAL VC02 6" x 36" B1 SOUTHERN CLASSIC PEP051 106083 VELOUR TEXTURE ACME BRICK FLOORING F2 MODULAR CARPET TILE A0005 LOOP STITCH 42719 IBIZA BREEZE TARKETT 24" x 24" GLUEDOWN B2 CEDAR VALLEY DTP121 127247 HERITAGE TEXTURE ACME BRICK GROUT G1 GROUT LATICRETE #56 DESERT KHAKI LED LIGHTWALL PACK 1. 2. 3. GENERAL NOTES: BASIS OF DESIGN: ALL MANUFACTURERS AND MODELS LISTED HERE ARE BASIS OF DESIGN. TYPICAL PAINT GRADE AND FINISH: BENJAMIN MOORE ULTRA SPEC (SCUFF-X) INTERIOR LATEX - SATIN (486) OR PRE-APPROVED EQUAL. ALL EXTERIOR METAL WORK SHALL RECEIVE AT MINIMUM UNLESS SPECIFIED OTHERWISE, A RUSTY METAL PRIMER WITH A PRE-APPROVED METAL PAINT. NOTE: WHERE POWDER COATING IS THE REQUIRED FINISH. ALL NON-METAL EXTERIOR ITEMS TO RECEIVE AT MINIMUM MATERIAL APPROPRIATE PRIMER WITH ULTRA SPEC. GRADE TOP COAT OR BETTER 100% ACRYLIC PAINT SUITABLE FOR THE SUBSTRATE. SCALE: 3" = 1'-0" 11 WOOD PLANK_TILE_TRANSITION DTL CEILING C1 2 X 4 ARMSTRONG PUEBLA 1864 WHITE SQUARE LAY IN 1" THICK. NRC = .90 CAC = 30 INTERIOR PAINT P1 BENJAMIN MOORE 2112-60 CEMENT GRAY WALL BASE WB1 4" RUBBER WALL BASE BLACK JOHNSONITE F3 MODULAR CARPET TILE 11570 CORDED CLOTH 60810 STAR GAZER TARKETT 24" x 24" GLUEDOWN FLOOR P2 BENJAMIN MOORE 1666 IN THE MIDNIGHT HOUR LIGHTING L2 ARCHITECTURAL LED WALL PACK TWR1-LED-AL0- SWW2-UVOLT-PE- DDBTXD LITHONIA LIGHTING L1 2 X 4 FLAT PANEL LED - LITHONIA LIGHTING EF1 EXHAUST FAN FloAire CFA-590-FA 90 CFM ENERGY STAR LISTED L3 BEGA REFER TO SHEET A205 # BY DATE REVISION Amanda Vienne architect seal ABOVE-COUNTER QUADRAPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) QUADRAPLEX RECEPTACLE JUNCTION BOX FUSED SAFETY DISCONNECT SWITCH; LOCATE WITHIN SIGHT OF THE EQUIPMENT SERVED WITH 36" MINIMUM CLEAR WORKING SPACE IN FRONT OF THE SWITCH; DO NOT MOUNT DIRECTLY TO EQUIPMENT ABOVE-COUNTER GFCI DUPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) JUNCTION BOX FOR MOTORIZED DAMPER SPECIAL PURPOSE RECEPTACLE; VERIFY NEMA CONFIGURATION WITH THE MANUFACTURER OF THE EQUIPMENT SERVED ABOVE-COUNTER DUPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) GFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE ELECTRICAL SYMBOL LEGEND M J ABOVE-SLAB CONDUIT & WIRE/CABLING BELOW-SLAB CONDUIT & WIRE/CABLING; 3/4" MINIMUM CONDUIT SIZE UON VOICE/DATA/POWER FLUSH FLOOR BOX DUPLEX RECEPTACLE FLUSH FLOOR BOX QUADRAPLEX RECEPTACLE FLUSH FLOOR BOX DATA/VOICE OUTLET; PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) BLUE AND ONE (1) WHITE CAT 6 CABLES FROM THE OUTLET TO THE TELECOM TERMINAL BOARD VOICE OUTLET; PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) WHITE CAT 6 CABLE FROM THE OUTLET TO THE TELECOM TERMINAL BOARD TV LEGRAND EVOLUTION 4-GANG OR APPROVED EQUAL TV WALL BOX WITH ONE DUPLEX RECEPTACLE, ONE DUPLEX DATA OUTLET, ONE COAX OUTLET, AND ONE SPARE GANG; PROVIDE 1"C, TWO (2) BLUE CAT 6 CABLES AND 1"C, ONE (1) CATV CABLE FROM THE BOX TO THE TELECOM TERMINAL BOARD; PROVIDE CONDUIT AND WIRE FOR POWER PER THE PANEL SCHEDULE. WIRELESS ACCESS POINT (BY OWNER); PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) BLUE CAT 6 CABLE FROM THE ACCESS POINT LOCATION TO THE TELECOM TERMINAL BOARD WAP GENERATOR REMOTE ANNUNCIATOR PANEL; PROVIDE CONDUIT/CABLING TO GENERATOR AS REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS. GEN-ANNC DUPLEX DATA OUTLET, AS ABOVE, MOUNTED ABOVE COUNTER DUPLEX DATA FLUSH FLOOR BOX; PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) BLUE CAT 6 CABLE FROM THE OUTLET TO THE TELECOM TERMINAL BOARD PANELBOARD, SWITCHBOARD, OR OTHER DISTRIBUTION EQUIPMENT AS NOTED; INSTALL WITH SUFFICIENT WORKING SPACE AND CLEARANCES TO MEET ALL REQUIREMENTS OF NEC SECTION 110.26. GENERAL KEYNOTE1 HOMERUN TO PANEL; TICK MARKS INDICATED NUMBER OF WIRES EQUIPMENT CONNECTIONS MOTOR RATED SWITCH WITH THERMAL OVERLOAD; LOCATE WITHIN SIGHT OF THE EQUIPMENT SERVED; DO NOT MOUNT DIRECTLY TO EQUIPMENT; WHEN LOCATED ABOVE CEILING, MOUNT TO STRUCTURAL MEMBER NEARBY. M S ELECTRICAL MOTOR, HORSEPOWER AS NOTED POWER DEVICES DUPLEX RECEPTACLE MOUNTED FLUSH TO CEILING OR MOUNTED TO STRUCTURE IN AREAS WITH NO CEILING; SUBSCRIPT (WHEN USED): CR - CORD REEL TELECOMMUNICATIONS DUPLEX DATA OUTLET; PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, TWO (2) BLUE CAT 6 CABLES FROM THE OUTLET TO THE TELECOM TERMINAL BOARD LIGHT FIXTURE; UPPERCASE LETTER(S) INDICATE FIXTURE TYPE; LOWERCASE LETTER(S) INDICATE ASSOCIATED CONTROLS ID; SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE DESCRIPTIONS AND MOUNTING TYPES EXIT LIGHT FIXTURE. ARROWS (IF USED) INDICATE DIRECTION. FILLED IN QUADRANT(S) INDICATE NUMBER AND ORIENTATION OF ILLUMINATED FACES. LETTER(S) INDICATE FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE DESCRIPTION. CEILING MOUNTED OCCUPANCY SENSOR WITH 360° COVERAGE. LOCATE AND INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS; TEST AND ADJUST SENSITIVITY AFTER INSTALLATION AND SET TIME DELAY AS REQUIRED BY THE OWNER Aa X OS PHOTOELECTRIC CELL, EXTERIOR RATED; AIM AND SHIELD SENSOR FROM INTERIOR AND EXTERIOR ARTIFICIAL LIGHT SOURCES CEILING MOUNTED OCCUPANCY SENSOR, AS ABOVE, CONFIGURED FOR VACANCY OPERATION VS LIGHTING SWITCH; SUBSCRIPT (WHEN USED): NONE - SINGLE POLE TOGGLE SWITCH 3 - THREE-WAY SWITCH D - LINEAR SLIDE DIMMER SWITCH 3D - THREE-WAY LINEAR SLIDE DIMMER SWITCH O - WALL MOUNTED OCCUPANCY SENSOR 3O - THREE-WAY SWITCH WITH OCCUPANCY SENSOR a,b,c etc. - SWITCH ID S DUPLEX DATA OUTLET, AS ABOVE, MOUNTED FLUSH TO CEILING OR MOUNTED TO STRUCTURE IN AREAS WITH NO CEILING P TV LEGRAND EVOLUTION 4-GANG OR APPROVED EQUAL COMBO RECESSED FLOOR BOX WITH TWO (2) DUPLEX RECEPTACLES, FOUR (4) DATA OUTLETS (UNDER A SINGLE PLATE), AND SPEAKER CONNECTIONS; PROVIDE 1-1/4"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, FOUR (4) BLUE CAT 6 CABLES FROM THE BOX TO THE TELECOM TERMINAL BOARD. ROUTE 1"EC WITH PULLSTRING FROM THE BOX TO THE TV WALL BOX IN THE SAME ROOM FOR SPEAKER CABLING. PROVIDE CONDUIT AND WIRE FOR POWER PER THE PANEL SCHEDULE. WIRE, CONDUIT, AND RACEWAY DISTRIBUTION PA V I PUBLIC ADDRESS PA SYSTEM SPEAKER PA SYSTEM SPEAKER VOLUME CONTROL PA SYSTEM SPEAKER MOUNT CALL-IN SWITCH (REFER TO DRAWINGS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS) (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE) (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE FOR POWER AND PER THE MANUFACTURER'S SPECIFICATIONS FOR CONTROLS) (JACKET COLORS TO BE PER THE OWNER'S STANDARDS IF APPLICABLE) (PROVIDE 3/4"EC WITH PULL STRING FROM THE DEVICE LOCATION SHOWN ON THE DRAWINGS TO AN ACCESSIBLE LOCATION ABOVE CEILING) CIRCUIT TAG; PANEL AND CIRCUIT DESIGNATION AS INDICATED; E.G. PANEL "A", CIRCUIT #1,3 A-1,3 TELECOM TERMINAL BOARD; 0'-1" THICK AC INDOOR GRADE, FIRE RETARDANT PLYWOOD, PAINTED AS SPECIFIED BY THE ARCHITECT OR OWNER (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE) RECEPTACLE SWITCHING; EDGE SHADING INDICATES: NONE - DEVICE NOT SWITCHED LEFT - BOTTOM (DUPLEX) OR LEFT TWO (QUAD) SWITCHED RIGHT - TOP (DUPLEX) OR RIGHT TWO (QUAD) SWITCHED ABBREVIATIONS AMPERE(S)A ABOVE COUNTER (6" ABOVE BACKSPLASH)AC AMPERE(S) FUSEDAF ARC FAULT CIRCUIT INTERRUPTERAFCI ABOVE FINISHED FLOORAFF ABOVE FINISHED GRADEAFG AMPERE(S) TRIPAT AMERICAN WIRE GAUGEAWG BELOW GRADEBG BUILDINGBLDG BREAKERBKR CONDUITC CATEGORYCAT CABLE TELEVISIONCATV CIRCUIT BREAKERCB CIRCUITCKT CLGCLG CORRIDORCORR CURRENT TRANSFORMERCT CONTROLLERCTRL DISCONNECTDISC. DISTRIBUTIONDIST. DRAWINGDWG EMPTY CONDUITEC ENCLOSED CIRCUIT BREAKERECB EXHAUST FANEF EQUIPMENT GROUNDING CONDUCTOREGC EMERGENCYEMER. ELECTRICAL METALLIC TUBINGEMT EQUALEQ EQUIPMENTEQUIP. ELECTRIC WATER COOLEREWC ELECTRIC WATER HEATEREWH EXISTINGEXIST. FIRE ALARM CONTROL PANELFACP FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATORFACPRA FOOTCANDLEFC FAN COIL UNITFCU FULL LOAD AMPERE(S)FLA FIBER OPTIC CABLEFOC GROUNDG, GND GROUNDING ELECTRODE CONDUCTORGEC GROUND FAULT CIRCUIT INTERRUPTERGFCI GALVANIZED RIGID STEELGRS HANDHOLEHH HORSEPOWERHP 1,000 AMP SYMMETRICAL INTERRUPTING CAPACITY RMSKAIC 1,000 WATT HOURSKWH 1,000 VOLT AMPERESKVA LOCAL AREA NETWORKLAN LIGHTINGLTG MINIMUM CIRCUIT AMPACITYMCA MAIN CIRCUIT BREAKERMCB 1,000 CIRCULAR MILSMCM/KCMIL MECHANICALMECH. MANHOLEMH MAIN LUGS ONLYMLO MAXIMUM OVERCURRENT PROTECTIONMOCP MOUNTEDMTD MOUNTINGMTG NATIONAL ELECTRICAL CODENEC NEUTRALNEU NOT IN CONTRACTNIC NON-FUSEDNF NORMALLY OPENNO OVERHEADOH OVERHEAD ELECTRICALOHE OUTSIDE PLANTOSP UTILITY POWER POLEUPP PULL BOXPB PHASEPH PANELPNL PHOTOVOLTAICPV POLYVINYL CHLORIDEPVC QUANTITYQTY RECEPTACLERCPT REQUIREDREQ'D SUPPLY FANSF SOLID NEUTRALS/N SURGE PROTECTIVE DEVICESPD STANDARDSTD TELEPHONETEL TELECOMMUNICATIONSTELECOM TELECOMMUNICATIONS GROUND BUSTGB TELECOMMUNICATIONS MAIN GROUND BUSTMGB TELECOM TERMINAL BOARDTTB TELEVISIONTV TRANSIENT VOLTAGE SURGE SUPPRESSIONTVSS TYPICALTYP. UNIT HEATERUH UNDERWRITER'S LABORATORY, INC.UL UNDERGROUNDUG UNDERGROUND PRIMARYUGP UNDERGROUND SECONDARYUGS UNLESS OTHERWISE NOTEDUON VOLTSV VOLTS ALTERNATING CURRENTVAC VOLTS DIRECT CURRENTVDC VARIABLE FREQUENCY DRIVEVFD WATER HEATERWH WEATHERPROOFWP TRANSFORMERXFMR EXISTING TO REMAINE TO BE DEMOLISHEDD LIGHTING CONTACTORLC AMP SYMMETRICAL INTERRUPTING CAPACITY RMSAIC NIGHT LIGHTNL NORMALLY CLOSEDNC WEATHERPROOF IN-USE COVERNU FIRE ALARM SYSTEM PULL STATION FIRE ALARM SYSTEM HORN/STROBE FIRE ALARM SYSTEM CEILING MOUNT HORN/STROBE FIRE ALARM SYSTEM CEILING MOUNT STROBE DOCTOR'S DICTATION FLOOR MOUNTED MICROPHONE OUTLET CEILING MOUNTED SPEAKER WALL MOUNTED SPEAKER F FIRE ALARM SYSTEM CHIME/STROBE FIRE ALARM SYSTEM STROBE FIRE ALARM SYSTEM SPEAKER/STROBE FIRE ALARM SYSTEM CEILING MOUNT SPEAKER/STROBE FIRE ALARM SYSTEM THERMAL DETECTOR FIRE ALARM SYSTEM CARBON MONOXIDE DETECTOR FIRE ALARM SYSTEM CEILING MOUNT CHIME/STROBE C H S C H S C T FIRE ALARM SYSTEM DUCT SMOKE DETECTORD JUNCTION BOX FOR DOOR OPERATOR; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING NEAR THE CONTROLLED DOOR JUNCTION BOX FOR KEYPAD; INSTALL 48" AFF AND PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING JUNCTION BOX FOR DOOR CONTACT (MAGNETIC LOCK); PROVIDE 3/4"EC WITH PULL STRING FROM THE DOOR FRAME TO THE JUNCTION BOX AND FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING JUNCTION BOX FOR CARD READER; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING JUNCTION BOX FOR ELECTRIC STRIKE LOCK; PROVIDE 3/4"EC WITH PULL STRING FROM THE DOOR FRAME TO THE JUNCTION BOX AND FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING JUNCTION BOX FOR MOTION DETECTOR; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING JUNCTION BOX FOR CEILING MOUNTED CAMERA; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING NURSE CALL SYSTEM EMERGENCY CALL-IN STATION NURSE CALL SYSTEM BEDSIDE PATIENT STATION NURSE CALL SYSTEM STAFF STATION NURSE CALL SYSTEM CORRIDOR DOME LIGHT NURSE CALL SYSTEM CODE BLUE STATION D M KP DC CR ES MD S N B FIRE ALARM SYSTEM SMOKE DETECTORS SP SP FIRE ALARM SECURITY (EQUIPMENT PROVIDED BY OWNER/OTHERS) JUNCTION BOX FOR WALL MOUNTED CAMERA; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO AN ACCESSIBLE LOCATION ABOVE CEILING SOUND HEALTHCARE FIRE ALARM CONTROL PANELFACP (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE FOR POWER AND CONDUIT AND CABLING PER THE MANUFACTURER'S SPECIFICATIONS) (EQUIPMENT PROVIDED BY OTHERS) (PROVIDE 1"EC WITH PULL STRING FROM THE DEVICE LOCATION SHOWN ON THE DRAWINGS TO AN ACCESSIBLE LOCATION ABOVE CEILING) (PROVIDE 1"EC WITH PULL STRING FROM THE DEVICE LOCATION SHOWN ON THE DRAWINGS TO AN ACCESSIBLE LOCATION ABOVE CEILING) ELECTRICAL GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS ADOPTED BY THE AHJ. 2. THE WORDS "PROVIDE" AND "PROVIDED" AS USED HEREIN SHALL BE UNDERSTOOD TO MEAN, "PROVIDE COMPLETE IN PLACE," THAT IS "FURNISH AND INSTALL". EQUIPMENT AND MATERIAL INDICATED TO BE PROVIDED SHALL BE NEW UNLESS OTHERWISE NOTED AND SHALL BE OF THE MOST SUITABLE GRADE FOR THE PURPOSE INTENDED. 3. ROUTE NEW CONDUIT AND WIRING CONCEALED IN WALLS AND CEILING WHERE POSSIBLE. COORDINATE INSTALLATION OF EXPOSED CONDUIT AND WIRING WITH THE ARCHITECT. 4. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE TO NEW HVAC UNITS AS FURNISHED BY THE MECHANICAL CONTRACTOR. VERIFY THE EXACT ELECTRICAL REQUIREMENTS WITH THE REVIEWED HVAC SUBMITTALS PRIOR TO ORDERING ELECTRICAL EQUIPMENT. 5. BEFORE INSTALLATION, CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS TO THE ENGINEER FOR REVIEW COVERING PROPOSED LOCATIONS, MOUNTING, AND ROUTING FOR ALL CONDUITS, SERVICES, FITTINGS, GROUND RODS, SUPPORTS, ETC. 6. CONTRACTOR IS RESPONSIBLE FOR OVER-CURRENT PROTECTIVE DEVICE SHORT CIRCUIT, COORDINATION, AND ARC- FLASH STUDIES. 7. MATERIALS AND MANUFACTURERS NOTED ON DRAWINGS ARE TO BE USED AS BASIS OF DESIGN TO ESTABLISH QUALITY AND PERFORMANCE STANDARDS AND SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE CONSIDERED WHERE SUFFICIENT PRODUCT INFORMATION IS PROVIDED TO MAKE A PROPER EVALUATION. REVIEW OF A SUBSTITUTION IS AT THE SOLE DISCRETION OF THE PROFESSIONAL. 8. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PRODUCT DATA, SHOP DRAWINGS, ETC. OF ALL MATERIALS NOTED ON THE DRAWINGS. ALL SUBMITTED PRODUCT DATA, SHOP DRAWINGS, ETC. SHALL BE MARKED WITH THE NAME OF THE PROJECT AND SHALL BEAR THE STAMP OF APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE MATERIAL HAS BEEN CHECKED BY THE CONTRACTOR. 9. DRAWINGS SPECIFIC TO THIS TRADE DO NOT LIMIT THE RESPONSIBILITY OR WORK REQUIRED BY THE CONTRACT DOCUMENTS. REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER TRADES FOR COMPLETE INFORMATION PRIOR TO BID. 10. WHERE CONFLICTS EXIST AMONG DRAWINGS, SPECIFICATIONS, AND EQUIPMENT SCHEDULES, THE MOST STRINGENT REQUIREMENT OR QUANTITY SHALL APPLY. NOTIFY THE ARCHITECT/ENGINEER OF ALL CONFLICTS FOR RESOLUTION OR INTERPRETATION. 11. NO EQUIPMENT SHALL BE ORDERED OR INSTALLED UNTIL THE PROJECT ENGINEER HAS RECEIVED A COPY STAMPED "NO EXCEPTIONS TAKEN." "NO EXCEPTIONS TAKEN" DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE CONTRACT, EXTEND TO QUANTITIES OR DIMENSIONS, IMPLY THAT THE EQUIPMENT CAN BE INSTALLED OR OPERATE SATISFACTORILY, THAT THE EQUIPMENT CONTAINS ALL NECESSARY COMPONENTS, OR THAT IT WILL COORDINATE WITH OTHER REVIEWED ITEMS. 12. OMISSION FROM THIS SHEET OF ANY ITEM SHOWN ELSEWHERE IN THE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ANY ASSOCIATED WORK. 13. COORDINATE INSTALLATION OF NEW ITEMS AND EQUIPMENT WITH THE OWNER'S REPRESENTATIVE AND THE WORK OF OTHER TRADES. THE CONTRACTOR SHALL INCUR ALL COSTS ASSOCIATED WITH THE RELOCATION OF EQUIPMENT CONFLICTING WITH NEW WORK BY OTHER TRADES THAT HAS NOT BEEN COORDINATED. 14. COORDINATE ALL ASPECTS OF NEW SERVICE WITH UTILITY COMPANY AND INCLUDE ALL COSTS IN BID. 15. WARNING TAPE SHALL BE INSTALLED 12 TO 18 INCHES BELOW GRADE OVER ALL CONDUITS. 16. PROVIDE 1/4" MINIMUM DIAMETER PULL ROPE. PULL ROPE SHALL NOT BE NYLON STRING. 17. FOR SERVICE ENTRANCE CONDUITS, UTILIZE LONG RADIUS (36") CONDUIT BENDS. 18. ALL CONDUIT RISERS FROM UNDERGROUND SHALL HAVE RIGID METAL ELLS AND RISERS. 19. PRIOR TO CONSTRUCTION, VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. AVOID DISTURBANCE OF EXISTING UTILITIES NOT INCLUDED IN THIS PROJECT. 20. SET SCREW CONDUIT FITTINGS SHALL NOT BE PERMITTED. LIGHTING GENERAL NOTES 1. VERIFY THE EXACT LOCATION OF ALL LIGHTING SWITCHES WITH THE ARCHITECT PRIOR TO ROUGH-IN. 2. VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ROUGH-IN. 3. VERIFY THE EXACT LOCATION OF CEILING MOUNTED OCCUPANCY SENSORS WITH THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION FOR MAXIMUM PERFORMANCE. 4. EMERGENCY FIXTURES AND EXIT FIXTURES SHALL BE CONNECTED TO THE NEAREST LIGHTING CIRCUIT. BRANCH CIRCUIT WIRING TO EXIT FIXTURES AND TO BATTERY INVERTERS WITHIN FIXTURES WITH INTEGRAL BATTERY UNITS SHALL BE UNSWITCHED, CONNECTED AHEAD OF ANY CONTROL SWITCHING. 5. WALL MOUNT TYPE "Z" FIXTURES ABOVE DOOR AS SHOWN ON DRAWINGS. COORDINATE WITH THE ARCHITECT PRIOR TO ROUGH-IN. 6. MOUNT TYPE "EM" FIXTURES 8'-0" AFF UNLESS OTHERWISE NOTED. 7. VERIFY THE CEILING TYPES FOR ALL LIGHT FIXTURES TO BE FLUSH MOUNTED OR SUSPENDED AND ADJUST FIXTURE MOUNTING TYPES IN ACCORDANCE WITH THE CEILING TYPE, AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL REQUIRED MOUNTING HARDWARE. 8. ALL VANITY FIXTURES SHALL BE MOUNTED WITH 0'-3" OF SPACE BETWEEN THE BOTTOM OF THE FIXTURE AND THE TOP OF THE MIRROR UNLESS OTHERWISE NOTED. 9. VERIFY THE EXACT MOUNTING LOCATION FOR ANY PHOTOELECTRIC CELLS WITH THE ARCHITECT PRIOR TO ROUGH-IN. ALL PHOTOELECTRIC CELLS MUST FACE