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STANDARD ABBREVIATIONS SYMBOLOGY LEGEND 527 WHITE ROSE LANE RENOVATION & AND MTL METAL 1 @ AT FCU FAN COIL UNIT ADDM ADDENDUM FD FLOOR DRAIN NA NOT APPLICABLE 1 2 A7 -01 3 ELEVATION REFERENCE ADJ ADJUSTABLE FDN FOUNDATION NIC NOT IN CONTRACT A2 -01 AFF ABOVE FINISHED FLOOR FE FIRE EXTINGUISHER NO NUMBER AGG AGGREGATE FEC FIRE EXTINGUISHER CABINET NOM NOMINAL 4 2060 Craigshire Road BUILDING CODE INFORMATION GENERAL NOTES AHU AIR HANDLING UNIT FEP FINISH END PANEL NTS NOT TO SCALE EXTERIOR INTERIOR Saint Louis, MO 63146 ALT ALTERNATE FF&E FURNITURE, FIXTURE & EQUIPMENT T. 314.241.8188 PROJECT SUMMARY: 1. THE CONSTRUCTION DOCUMENTS HAVE BEEN CAREFULLY PREPARED BUT MAY NOT DEPICT ALUM ALUMINUM FFE FINISH FLOOR ELEVATION OC ON CENTER SIM F. 314.241.0125 PROJECT INCLUDES THE RENOVATION OF AN EXISTING SINGLE FAMILY EVERY CONDITION TO BE ENCOUNTERED. IT IS THEREFORE THE GENERAL CONTRACTOR & APPROX APPROXIMATE(LY) FG FIBERGLASS OD OUTSIDE DIAMETER ______1 BUILDING SECTION REFERENCE D RESIDENTIAL DWELLING, NEW CONSTRUCTION OF A TWO CAR GARAGE SUBCONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS OF THE AFFECTED ARCH ARCHITECT FHCSK FLAT HEAD COUNTERSUNK OFF OFFICE A101 www.kai-db.com TO THE REAR OF THE EXISTING STRUCTURE, AND A COVERED WORK PRIOR TO SUBMITTING A BID. IF CONDITIONS DIFFER OR ADDITIONAL WORK IS REQUIRED ASPH ASPHALT FIN FINISH OH OPPOSITE HAND Missouri State Certificate of Authority #1234567 CONDITIONED CORRIDOR TO CONNECT THE TWO. BEYOND THAT STATED IN THE CONSTRUCTION DOCUMENTS IT IS THE CONTRACTORS AUTO AUTOMATIC FIXT FIXTURE OPNG OPENING SIM RESPONSIBILITY TO BRING SUCH MATTERS TO THE ATTENTION OF THE ARCHITECT IN A WALL SECTION REFERENCE APPLICABLE ST. LOUIS, MO CODES (WITH LOCAL AMENDMENTS): REASONABLE TIME PERIOD (E.G. FIVE DAYS) PRIOR TO BID SUBMISSION OR OTHERWISE FLR FLOOR OPP OPPOSITE ______1 2009 International Building Code INCLUDE SUCH INSTANCES IN THEIR BID SUM OR QUALIFY IN THE BID SUBMITTAL. BD BOARD FLR SK FLOOR SINK OVHD OVERHEAD A101 2009 International Existing Building Code 2. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF A REQUIRED DIMENSION IS BLDG BUILDING FLSHG FLASHING 2015 International Residential Code NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION. BLKG BLOCKING FO FACE OF PEB PRE-ENGINEERED BUILDING SIM 2009 International Energy Conservation Code 3. ALL DIMENSIONS ARE TO FACE OF WALL, CMU, AND/OR CONCRETE FOR EXISTING CONDITIONS, BM BEAM FR FRAME PERIM PERIMETER ______1 DETAIL SECTION REFERENCE 2015 International Property Maintenance Code AND ALL DIMENSIONS ARE TO FACE OF STUD, CMU, AND/OR CONCRETE FOR NEW A101 2015 International Fire Code CONSTRUCTION UNLESS NOTED OTHERWISE. BO BOTTOM OF ______FRG FIBER REINFORCED GYPSUM PL PLATE 2009 Uniform Plumbing Code 4. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE & NATIONAL BUILDING CODES. BOS BOTTOM OF STEEL FRMG FRAMING PLAM PLASTIC LAMINATE 2008 National Electric Code 5. INFORMATION PROVIDED IN THE CONSTRUCTION DOCUMENTS DOES NOT RELIEVE THE BOT BOTTOM FRP FIBERGLASS REINFORCED PLASTIC PLBG PLUMBING CONTRACTOR OF RESPONSIBILITY TO FIELD VERIFY ACTUAL QUANTITIES, DIMENSIONS & 1 BRG BEARING FRT FIRE RETARDANT TREATED PLYWD DETAIL CALLOUT REFERENCE ZONING AND ADDRESS INFORMATION: CONDITIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE A101 BTWN BETWEEN FT FOOT/FEET PR PAIR OWNER NAME: BOWERS CHRISTOPHER T & VOLLALA SANDHYA H/W CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. FTG FOOTING PREFAB PREFABRICATED PARCEL: 17L140220 6. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK OF EVERY TRADE AND CHARACTER OF C/C CENTER TO CENTER FUT FUTURE PT PRESSURE TREATED THE PROJECT. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS AND SAFETY CCD CONTRACT CHANGE DIRECTIVE FV FIELD VERIFY PTD PAINTED NEIGHBORHOOD: CLIFTON FORGE OF CONSTRUCTION. EACH SUBCONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL CEM CEMENT(ITIOUS) PWR POWER VIEW NAME - Medium (8") OTHER TRADES. SCALE: 1/8" = 1'-0" CFM CUBIC FEET PER MINUTE GA ± PLUS OR MINUS 2D LAND USE: SINGLE -FAMILY RESIDENTIAL 7. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES AT THE TIME OF CONSTRUCTION TO VERIFY EXACT LOCATIONS, INFORMATION, AND/OR CHANGES OR ADDITIONS CG CORNER GUARD GALV GALVANIZED VIEW NAME - Medium (8") TO SITE SERVICE UTILITIES. CJ CONTROL JOINT GC GENERAL CONTRACTOR R RISER PROPERTY DESCRIPTION: N/A SCALE: 1/8" = 1'-0" 8. THE CONTRACTOR IS RESPONSIBLE IN HIS BID SUM FOR PATCHING OF ALL ADJACENT CL CENTERLINE GEN GENERAL R / RAD RADIUS EXISTING SITE INFORMATION: MATERIALS & FINISHES INCLUDING PAINTING, CONCRETE FLOORS, WALLS, ETC. WHETHER CLG CEILING GFCI GROUND FAULT CIRCUIT RCP REFLECTED CEILING PLAN PROJECT SIZE .5 ACRES +/ - STATED IN THE CONSTRUCTION DOCUMENTS OR NOT. PATCHING SHALL MATCH EXISTING INTERRUPTER 1 FINISH IN ALL FACETS INCLUDING QUALITY. CLO CLOSET RD ROOF DRAIN NO. OF BUILDINGS 1 GFRC GLASS-FIBER REINFORCED 9. REFERENCE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL DOCUMENTS FOR CLR CLEAR REBAR REINFORCING STEEL BARS NO. OF UNITS 1 CONCRETE ADDITIONAL REQUIREMENTS AND INFORMATION. CM CENTIMETER REC RECESSED COLUMN GRID REFERENCE 10. PROVIDE FIRE TREATED BLOCKING AT WALLS CONTAINING CABINETS, RESTROOM CMU CONCRETE MASONRY UNIT GFRG GLASS-FIBER REINFORCED GYPSUM REF REFERENCE / REFRIGERATOR ACCESSORIES AND EQUIPMENT, HANDRAILS, KITCHEN EQUIPMENT, & OTHER IMPROVEMENTS GL GLASS CONSTRUCTION CLASSIFICATION: COL COLUMN REINF REINFORCED A REQUIRING IN -WALL BRACING. TYPE: 5B (EXISTING) ASSUMED CONC CONCRETE GLU LAM GLUE LAMINATED REQ'D REQUIRED NOTE: TYPE 5B CONSTRUCTION (UNPROTECTED WOOD FRAME) 11. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS OTHERWISE GMP GUARANTEED MAXIMUM PRICE SPECIFIED. CONST CONSTRUCTION REST RESTROOM 0 HR. EXTERIOR WALLS GYP BD GYPSUM BOARD 0 HR. STRUCTURAL FRAME 12. ALL NEW WORK SHALL BE CONSTRUCTED PLUMB AND LEVEL UNLESS OTHERWISE NOTED. CONT CONTINUOUS REV REVISED (REVISION) 0 HR. FLOOR/CEILING/ROOF 13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. COORD COORDINATE RM ROOM HB HOSE BIB Name C 14. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE WORKING SYSTEMS CORR CORRIDOR RO ROUGH OPENING DATUM REFERENCE INDICATOR FOR ALL NEW ELEMENTS. Elevation CTR CENTER(ED) HC HOLLOW CORE RTU ROOF TOP UNIT 15. SEE LIFE SAFETY PLANS FOR LOCATION OF RATED PARTITIONS AND SEPERATION INFORMATION. HCP HANDICAPPED 16. ALL FIRE RESISTANT CONSTRUCTION SHALL EXTEND TO STRUCTURE ABOVE. THE CONTRACTOR HDWD HARD WOOD 1 / A101 1 / A101 SHALL BE RESPONSIBLE FOR EXTENDING PARTITIONS AROUND EQUIPMENT CABINETS AND D DRYER SB SPLASH BLOCK MATCHLINE REFERENCE OTHER ITEMS WHICH PENTRATE THESE PARTITIONS, AND SHALL BE RESPONSIBLE FOR FILLING D DEPTH HDWR HARDWARE SC SOLID CORE ALL VOIDS IN PARTITIONS ABOVE CEILINGS, IN ORDER TO MAINTAIN DESIGNATED FIRE HM HOLLOW METAL DBL DOUBLE SCHD SCHEDULE Room name RESISTANCE. DEG DEGREE(S) HOR HORIZONTAL SECT SECTION ROOM NAME AND NUMBER REFERENCE 17. THE CONTRACTOR SHALL STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, HP HIGH 101A OVERLOAD OR OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING DEMO DEMOLITION SF FOOT DEPT DEPARTMENT HR HOUR SGL SINGLE CONSTRUCTION. T HS HAND SINK

18. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A MANNER DF DRINKING FOUNTAIN SHTHG SHEATHING E HT HEIGHT RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. DIA DIAMETER SIM SIMILAR S

19. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS BASED ON FIELD DIAG DIAGONAL HVAC HEATING, VENTIALTION AND AIR SPEC SPECIFICATIONS DOOR AND DOOR NUMBER REFERENCE T

OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL EXISTING CONDITION CONDITIONING I DIM DIMENSION SQ SQUARE INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS PROVIDED FOR REFERENCE ONLY AND XXX HAS NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING DN DOWN SS STAINLESS STEEL M

ID INSIDE DIAMETER R CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL BRING ANY DISCREPANCIES TO THE DS DOWNSPOUT STC SOUND TRANSMISSION CLASS

IDF INTERMEDIATE DISTRIBUTION E ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION. DTL DETAIL STD STANDARD

FRAME P 20. PROVIDE TEMPORARY BRACING OF EQUIPMENT, MATERIALS OR OTHER DEVICES AS REQUIRED DW DISHWASHER STL STEEL DURING AND AFTER DEMOLITION UNTIL NEW CONSTRUCTION IS COMPLETE. IN INCH DWG DRAWING(S) STOR STORAGE 21. PROVIDE SHEETING OR OTHER MEANS TO PROTECT "NO WORK" ZONES AND THEIR FINISHES. INCL INCLUDED STRUCT STRUCTURAL EXISTING DOOR 22. BID PRICING SHALL BE BASE BID FOR ALL STRUCTURE, CONCRETE WORK, , INSUL INSULATION EA EACH SUSP SUSPENDED PLUMBING, ROOFING, HVAC, WINDOWS, DOORS AND HARDWARE, ETC. INT INTERIOR 23. EQUIPMENT AND ITEMS SUCH AS OVENS, RANGES, HOODS, COUNTERTOPS, SINKS, FAUCETS, EC ELECTRICAL CONTRACTOR CABINETS, AND LIGHT FIXTURES / FANS, ETC, SHALL NOT EXCEED ALLOWANCES PROVIDED. EHO ELECTRICAL HOLD OPEN T TREAD J-BOX JUNCTION BOX 24. NEW DOMESTIC HOT WATER SHALL BE TIED INTO EXISTING WATER HEATERS. EIFS EXTERIOR INSULATION FINISH T&G TOUNGE AND ## GLAZED OPENING REFERENCE 25. PROVIDE CONDUIT IN CONCRETE AT THE KITCHEN ISLAND TO ALLOW FOR PULLING OF JAN JANITOR SYSTEM TD TRENCH DRAIN ARCHITECTURAL LOUDSPEAKER WIRE TO EXTERIOR. JT JOINT A0-00 COVER, GENERAL NOTES, ABBREVIATIONS EJ EXPANSION JOINT TELE TELEPHONE ? REFERENCE KEYNOTE EL ELEVATION TEMP TEMPERED A0-01 EXISTING CONDITIONS L LENGTH ELEC ELECTRIC(AL) THK THICKNESS A0-02 SITE CONTEXT LAV LAVATORY A1-01 SITE PLAN - DEMO & PROPOSED ELEV ELEVATOR TO TOP OF _____ LB(S) POUND(S) KEYED NOTE REFERENCE ALL MEP WORK IS DESIGN BUILD AND SHALL BE EMER EMERGENCY TOS TOP OF STEEL A1-01.1 SITE SURVEY LF LINEAR FOOT RESPONSIBLE FOR OBTAINING THEIR INDIVIDUAL EQ EQUAL TRTD TREATED A1-01.2 TREE PLAN LL LOWER LEVEL PERMITS. EQUIP EQUIPMENT A1-01.3 RAINWATER MANAGEMENT (NEW SHEET) TS TUBE STEEL VOLLALA SANDHYA & BOWERS CHRIS FOR: PROJECT A LOC LOCATION DEMOLITION KEYED NOTE REFERENCE RENOVATION ROSE WHITE 527 FORGE CLIFTON 63132 MO OLIVETTE, LANE, ROSE WHITE 527 A1-02d BASEMENT PLAN - DEMO EQUIV EQUIVALENT TV TELEVISION B LP LOW POINT ETC ETCETERA TYP TYPICAL A1-02 BASEMENT PLAN - PROPOSED LT LIGHT EW EACH WAY A1-03d FIRST FLOOR PLAN - DEMO LV LOW VOLTAGE 1/2 HOUR RATED FIRE WALL A1-03 FIRST FLOOR PLAN - PROPOSED EWC ELECTRIC WATER COOLER U/S UNDERSIDE A1-04d ROOF PLAN - DEMO EXIST EXISTING UL UPPER LEVEL / UNDERWRITERS MAINT MAINTENANCE 1 HOUR RATED FIRE WALL EXT EXTERIOR LABORATORY A1-04 ROOF PLAN - PROPOSED MAS MASONRY UNFIN UNFINISHED A1-05 ROOF FRAMING PLAN MAT'L MATERIAL UNO UNLESS NOTED OTHERWISE 1 HOUR RATED SMOKE WALL A1-06 FOUNDATION PLAN MAU MAKE-UP AIR UNIT A2-01 BUILDING ELEVATIONS - DEMO & PROPOSED MAX MAXIMUM VERT VERTICAL 2 HOUR RATED FIRE WALL A2-02 BUILDING ELEVATIONS - DEMO & PROPOSED MDO MEDIUM DENSITY OVERLAY AR VEST VESTIBULE A2-03 BUILDING ELEVATIONS - DEMO & PROPOSED MECH MECHANICAL VIF VERIFY IN FIELD 3 HOUR RATED FIRE WALL A2-04 BUILDING ELEVATIONS - DEMO & PROPOSED MEZZ MEZZANINE A3-01 BUILDING SECTIONS MFR MANUFACTURER W WASHER 4 HOUR RATED FIRE WALL A5-01 WALL SECTIONS MIN MINIMUM W WIDE A5-02 DETAILS MIR MIRROR A5-03 DETAILS W/ WITH MISC MISCELLANEOUS ISSUE: W/O WITHOUT MM MILLIMETER MARK DATE DESCRIPTION WC WATER CLOSET OLIVE BLVD MO MASONRY OPENING 1 11/1/18 Revision 1 WD WOOD MP MULTI-PURPOSE WH WATER HEATER MR MOISTURE RESISTANT WT WEIGHT MTD MOUNTED

170 WWF WELDED WIRE FABRIC - 1 I MTG MOUNTING MATERIALS IN SECTION ANY OF THE MATERIALS/SYMBOLS REFERENCED ON THIS SHEET MAY OR MAY NOT OCCUR AS A PART OF THIS PROJECT AND ARE PROVIDED AS A REFERENCE ONLY. REFER TO THE CONSTRUCTIONS DOCUMENTS FOR THE ISSUE DATE LOCATION AND/OR IMPLEMENTATION OF THESE MATERIALS/SYMBOLS IN THE PROJECT. 10/5/2018 DIELMAN RD DIELMAN PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A CAST STONE GRANULAR FILL STEEL SHIM BLOCKING BRICK SHEET TITLE PROJECT SITE COVER, D E R MM NHO GENERAL BO OLD NORTH OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS CONCRETE GYPSUM BOARD - WOOD - FINISH WOOD BLOCKING RIGID INSULATION NOTES, WHITE ROSE LANE WHITE ROSE PLASTER & FRAMING ABBREVIATIONS

SHEET NO. CONCRETE MASONRY PLYWOOD EARTH COMPACTED FILL BATT INSULATION VINYL SOFFIT LOCATOR MAP UNITS SCALE: 6" = 1'-0" A0-00 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:48 PM 2:14:48 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 F. 314.241.0125 D www.kai-db.com Missouri State Certificate of Authority #1234567

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SHEET NO. A0-01 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:50 PM 2:14:50 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

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115' - 0" 115' - 0"

PROPERTY PROPERTY LINE LOT DATA AND ZONING REGULATIONS X X X X LOT AREA 20,596 SF X X X X 2060 Craigshire Road X X PERMITTED SITE COVERAGE NONE GIVEN 4' CHAINLINK X X 4' CHAINLINK FENCE X X Saint Louis, MO 63146 X X PERMITTED RESIDENTIAL FLOOR AREA NONE GIVEN T. 314.241.8188 LOT WIDTH 115' - 6" F. 314.241.0125

D X X LOT DEPTH 179' - 2" www.kai-db.com DR Missouri State Certificate of Authority #1234567 AI FRONT YARD SETBACK 39' - 5" 10 FT EASEMENT NA 10 FT EASEMENT GE DR SIDE YARD SETBACK 13' - 9" AI NA GE REAR YARD SETBACK 35' - 10"

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49' - 9" 49' - EXISTING X X 301 BUILDING FOOTPRINT 3,180 SF SETBACK DR SETBACK DR AI AI NA NA DRIVEWAY / TURNAROUND / SIDEWALKS 2,722 SF GE GE 307 OTHER HARD SURFACES N/A TOTAL EXISTING IMPERVIOUS AREA 5,902 SF X X 1 304 X X X X PROPOSED 231 304 DS BUILDING FOOTPRINT 4,196 SF DRIVEWAY / TURNAROUND / SIDEWALKS 3,280 SF D OTHER HARD SURFACES N/A RAI NAG E TOTAL PROPOSED IMPERVIOUS AREA 7,476 SF 32' - 8 1/2"

DRAINAGE X X KEYED NOTES C NO. NOTES

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ISSUE DATE E TY LINE RTY LIN ROPER PROPE 193 FT TO NEAREST DOWNHILL P 193 FT TO NEAREST DOWNHILL STORMWATER INLET STORMWATER INLET 10/5/2018 PROJECT NO. 118' +/- 118' +/- 17160 307 ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE SITE PLAN - DEMO & OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS PROPOSED

SITE PLAN - DEMO SITE PLAN - PROPOSED 1 SCALE: 3/32" = 1'-0" 2 SCALE: 3/32" = 1'-0" SHEET NO. A1-01 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:51 PM 2:14:51 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

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ISSUE DATE 10/5/2018 PROJECT NO. 17160 SITE SURVEY SCALE: 1/16" = 1'-0" ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE SITE SURVEY OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

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EXISTING TREES: 11 TO BE REMOVED: 0 AR

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

ISSUE DATE 10/5/2018 PROJECT NO. 17160

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115' - 0"

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DRAINAGE

ISSUE DATE E RTY LIN 10/5/2018 PROPE 193 FT TO NEAREST DOWNHILL STORMWATER INLET PROJECT NO. 17160 118' +/- ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE RAINWATER MANAGEMENT OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

SITE PLAN - PROPOSED 1 2 3/32" = 1'-0" SHEET NO. A1-01.3 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:25:17 PM 2:25:17 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

PHASE LEGEND

EXISTING WALL / ELEMENT TO REMAIN

DEMO EXISTING WALL / ELEMENT 2060 Craigshire Road Saint Louis, MO 63146 DEMO FLOOR OR SLAB AS REQ'D T. 314.241.8188 F. 314.241.0125 D www.kai-db.com NO WORK AREA Missouri State Certificate of Authority #1234567

KEYED NOTES NO. NOTES

19 EXISTING PLUMBING STACK TO REMAIN. 22 EXISTING LOAD CENTER PANEL TO REMAIN. 27 EXISTING SUPPORT COLUMN TO REMAIN 28 EXISTING RADON MITIGATION TO REMAIN 127 LOCATION OF NEW 2X6 WALL 134 PROVIDE WINDOW SILL AND BLINDS 135 PROVIDE ORANGE PEEL TEXTURE SURFACE OF WALLS AND GYP CEILINGS - PAINT ONE COAT LATEX - SEE SCHEDULE 139 PROVIDE EGRESS WINDOW - SEE WINDOW SCHEDULE. 147 PROVIDE NEW CARPET 153 PROVIDE NEW GYP BOARD 160 PROVIDE NEW INTERCONNECTED COMBO CO/SMOKE DETECTOR AT NEW BEDROOM. 167 REPLACE ALL EXISTING OUTLETS AND SWITCHES- TYP. NOTE: REPLACEMENTS NOT REQ'D IN NO WORK AREAS.

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5

B CPT X VIN STOR. 147

167 NO WORK AR

BASEMENT PLAN - PROPOSED 1 SCALE: 3/16" = 1'-0" ISSUE: MARK DATE DESCRIPTION

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE BASEMENT PLAN - OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS PROPOSED

SHEET NO. A1-02 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:55 PM 2:14:55 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

PHASE LEGEND

EXISTING WALL / ELEMENT TO REMAIN 2060 Craigshire Road DEMO EXISTING WALL / ELEMENT Saint Louis, MO 63146 T. 314.241.8188 DEMO FLOOR OR SLAB AS REQ'D F. 314.241.0125 D www.kai-db.com NO WORK AREA Missouri State Certificate of Authority #1234567

KEYED NOTES NO. NOTES

2 NO WORK THIS AREA- PROTECT ALL EXISTING FINISHES AND FURNISHINGS DURING CONSTRUCTION. EXTENTS OF EXISTING PATIO 3 REMOVE EXISTING WINDOW IN ITS ENTIRETY. 4 REMOVE EXISTING CASEWORK/COUNTERTOP IN ITS ENTIRETY. 5 REMOVE EXISTING WALL IN ITS ENTIRETY. 6 REMOVE EXISTING DOOR IN ITS ENTIRETY. 16 REMOVE EXISTING CARPET 18 REMOVE PORTION OF CONCRETE SLAB TO ALLOW FOR NEW BATHROOM INSTALLATION. 19 EXISTING PLUMBING STACK TO REMAIN. 20 EXISTING FURNACE TO REMAIN. 21 EXISTING WATER HEATER TO REMAIN. 23 EXISTING WALL TO REMAIN. 25 EXISTING STAIRS TO REMAIN. EXISTING RETAINING WALL REMAIN TO RETAINING EXISTING WALL REMAIN TO RETAINING EXISTING 27 EXISTING SUPPORT COLUMN TO REMAIN 28 EXISTING RADON MITIGATION TO REMAIN 29 CASEWORK/COUNTERTOP TO REMAIN. 35 REMOVE PORTION OF EXISTING WALL

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BASEMENT PLAN - DEMO ISSUE: SCALE: 3/16" = 1'-0" 1 MARK DATE DESCRIPTION

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE BASEMENT PLAN - DEMO OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

SHEET NO. A1-02d Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:56 PM 2:14:56 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

______2 A3-01 1 KEYED NOTES NO. NOTES

48' - 10 1/2" 101 PROVIDE NEW WOOD CABINETS/VANITY PER PLAN. 33' - 3 1/4" 102 PROVIDE NEW QUARTZ SOLID SURFACE COUNTERTOP. 24' - 8 3/4" 8' - 6 1/2" 103 PROVIDE NEW 1.2GPF TOILET. 106 NEW UNDERMOUNT MATTE BLACK KITCHEN SINK. PROVIDE 2.0GPM FAUCET. 2060 Craigshire Road 25' - 11 1/4" 0' - 4 3/4" 22' - 0 1/2" 1' - 6 1/4" 0' - 9 1/2" 107 NEW UNDERMOUNT PORCELAIN BATHROOM SINK. PROVIDE 1.5GPM FAUCET. 0' - 9 1/2" 0' - Saint Louis, MO 63146 108 LOCATION OF NEW REF. PROVIDE ICE MAKER HOOK-UP AS REQ'D. 109 LOCATION OF NEW GAS RANGE COOKTOP. T. 314.241.8188 110 LOCATION OF NEW DOUBLE WALL OVENS. F. 314.241.0125 D ______1 112 INSTALL OPEN SLIDE WIRE SHELVING AT 40" & 80" AFF. www.kai-db.com A5-03 113 INSTALL TOWEL BAR AT 5'-0" AFF. Missouri State Certificate of Authority #1234567 114 INSTALL TP HOLDER AT 1'-6" AFF. 115 PROVIDE SOLID WOOD BLOCKING AT SIDE AND REAR WALL FOR GRAB BARS. 26' - 2 1/4" 116 LOCATION OF NEW UTILITY SINK. PROVIDE SUPPLY AND DWV AS REQ'. 117 LOCATION OF WASHER/DRYER. CONNECT EXISTING WASHER AND DRYER. 120 NEW EXTERIOR DOOR PER PLAN- SEE SCHEDULE. CJ 129 LOCATION OF NEW SUPPLY DIFFUSER

SLOPE 1/8" PER FT. SLOPE 1/8" PER FT. 130 CAST IN PLACE STEP 132 BUTCHER BLOCK COUNTERTOP 133 PROVIDE GARBAGE DISPOSAL 180 136 PROVIDE NEW FRONT PORCH PATIO 18' - 0" 18' - ______3 5 1/4" 23' - 137 PROVIDE NEW CIP CONCRETE PATIO AT GROUND LEVEL. A3-01 141 LOCATION OF NEW A/V EQUIPMENT 142 PROVIDE RECESSED WASHER BOX AND RECESSED DRYER BOX - VENT DRYER TO CJ EXTERIOR. 146 PROVIDE NEW BATHROOM VENT 147 PROVIDE NEW CARPET 151 PROVIDE SCHLUTER SHOWER SYSTEM 152 INFILL INTERIOR AS REQUIRED WITH INTENTION OF ADDING EXTERIOR FIREBOX IN FUTURE.

43' - 2" 43' - 160 PROVIDE NEW INTERCONNECTED COMBO CO/SMOKE DETECTOR AT NEW BEDROOM.

130 9 1/2" 0' - 42' - 8 1/4" 42' - 162 PROVIDE NEW DUPLEX OUTLETS AND SWITCHES PER PLAN- TYP. 30 167 REPLACE ALL EXISTING OUTLETS AND SWITCHES- TYP. NOTE: REPLACEMENTS NOT CJ REQ'D IN NO WORK AREAS. 228 PROVIDE NEW HOSE BIBB 137

4' 6" - 4 A2-04 ______1 GENERAL NOTE: ALL MECHANICAL, ELECTRICAL, A5-01 CJ CJ CJ 3 AND PLUMBING WILL BE DESIGN BUILD. ALL CONTRACTORS ARE RESPONSIBLE FOR ONBTAINING THEIR RESPECTIVE PERMITS.

35' - 6 1/2" 35' - 129 MUD/ LAUNDRY C 4' 6" - 2 SLOPE 1/8" PER FT. _____

15' - 7 1/4" CJ CJ A2-04 2

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L 114 114 50 DEMO EXISTING WALL / ELEMENT 2 A PROJECT FOR: CHRIS BOWERS & SANDHYA VOLLALA SANDHYA & BOWERS CHRIS FOR: PROJECT A

527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 7' - 5 3/4" 7' - CLO. 6' 5" - 30 NO WORK B 7' 4" - BATH 147

TRANSOM DEMO FLOOR OR SLAB AS REQ'D 39' - 3" 39' - 107

160 DN 102 101 30 30 NO WORK AREA 151 113 _____2 30 162

5' - 7 3/4" 5' - A2-03 4' 0" - 160 167 30 DOOR KEY AR 167 167 167 162 162 30 3' - 0" x 7' - 0" 20' - 0 1/4" 20' - 162 162 147 147 50 5' - 0" x 7' - 0" PIANO / STUDY DINING ISSUE: 11' - 7 1/4" 11' - 7 1/4" 11' - 120 SUITE 56 5' - 6" x 7' - 0" MARK DATE DESCRIPTION 500 SF 1 11/1/18 Revision 1 60 6' - 0" x 7' - 0"

60 180 18' - 0" x 8' - 0"

136

ISSUE DATE FINISHES 10/5/2018 INTERIOR PROJECT NO. 12' - 4" 12' - 6" 7' - 1 1/4" 7' - 6 1/4" PLANK FLOORING LIVING, DINING, KITCHEN, BREAKFAST, MUD/LAUNDRY, POWDER, PIANO/STUDY 17160 5' - 7 1/2" 9' - 5 3/4" 8' - 8 1/4" 3' - 8" 9' - 2" 10' - 5 3/4" 3' - 1" CERAMIC TILE SUITE BATHROOM, BASEMENT BATHROOM, BASEMENT ENTRY DOOR ORIGINAL SHEET SIZE IS 24" x 36" A LOW PILE CARPET SUITE BEDROOM, SUITE LIVING, SUITE CLOSET, BASEMENT, BASEMENT BEDROOM SHEET TITLE _____2 EPOXY COATING W/ SHARKGRIP ADDITIVE GARAGE A2-01 VINYL TILE BASEMENT FIRST FLOOR PAINT - ORANGE PEEL TEXTURE ALL WALLS AND CEILINGS PLAN - OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS EXTERIOR PROPOSED CONCRETE - BROOM FINISH PATIO (FRONT & BACK) FIRST FLOOR PLAN - PROPOSED LAP SIDING MATCH EXISTING - PT - OWNER TO DETERMINE COLOR 1 SCALE: 3/16" = 1'-0" BRICK MATCH EXISTING AND TEXTURE - PT - OWNER TO DETERMINE COLOR

SHEET NO. A1-03 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:14:58 PM 2:14:58 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

PHASE LEGEND

EXISTING WALL / ELEMENT TO REMAIN

DEMO EXISTING WALL / ELEMENT 2060 Craigshire Road Saint Louis, MO 63146 DEMO FLOOR OR SLAB AS REQ'D T. 314.241.8188 F. 314.241.0125 D NO WORK AREA www.kai-db.com Missouri State Certificate of Authority #1234567 KEYED NOTES NO. NOTES

4 REMOVE EXISTING CASEWORK/COUNTERTOP IN ITS ENTIRETY. 5 REMOVE EXISTING WALL IN ITS ENTIRETY. 306 6 REMOVE EXISTING DOOR IN ITS ENTIRETY. 305 8 REMOVE EXISTING CABINETS IN ITS ENTIRETY. 9 REMOVE AND SALVAGE EXISTING WASHER/DRYER. STORE ON SITE FOR FUTURE USE. 10 REMOVE FRONT PORCH CONCRETE. 14 REMOVE ALL KITCHEN APPLIANCES. 17 REMOVE EXISTING WINDOW IN ITS ENTIRETY AND PREP OPENING FOR TWO NEW SMALLER WINDOWS - SEE SCHEDULE 23 EXISTING WALL TO REMAIN. 25 EXISTING STAIRS TO REMAIN. 26 26 REMOVE EXISTING WINDOWS AND PREP OPENING 26 FOR NEW WINDOWS - SILL HEIGHT @ 3' 8-1/4" AFF 5 5 30 REMOVE EXISTING DIFFUSER AND DUCT 26 52 REMOVE PORCH COLUMNS AND SUPPORT TEMPORARILY 54 EXISTING CHIMNEY TO REMAIN - REMOVE 54 INTERIOR FINISHES 305 REMOVE EXISTING WOOD TRELLIS. 306 REMOVE EXISTING CONCRETE PATIO/PORCH IN ITS 30 ENTIRETY. 6 C

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B

52 TYP AR 306

ISSUE: FIRST FLOOR PLAN - DEMO MARK DATE DESCRIPTION 1 SCALE: 3/16" = 1'-0"

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE FIRST FLOOR PLAN - DEMO OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

SHEET NO. A1-03d Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:01 PM 2:15:01 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

1

______2 A3-01 KEYED NOTES NO. NOTES 2060 Craigshire Road 203 32 PROVIDE ICE AND WATER SHIELD AT VALLEYS AND EDGES OF Saint Louis, MO 63146 OVERBUILDS AND NEW ROOF CONSTRUCTION T. 314.241.8188 DS 126 PROVIDE RIDGE VENTS AT NEW ROOF PEAKS 202 NEW 30 YEAR ASPHALT SHINGLE WITH FELT UNDERLAYMENT. PROVIDE F. 314.241.0125 D ICE AND WATER SHEILD AT ALL EAVES. (NEW ROOFS ONLY) www.kai-db.com 32 203 NEW PREFIN ALUM GUTTERS AND DOWNSPOUTS. UTILIZE CONCEALED Missouri State Certificate of Authority #1234567 CONNECTOR AND HANGERS- TYP. 221 PROVIDE NEW ROOF OVERBUILDS

202 SLOPE 4:12 SLOPE

126

______3 A3-01 32

32 SLOPE 4:12 SLOPE

202

DS DS C ______1

A5-01 203 2

3

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SLOPE .5:12 NEW LOW SLOPE ROOF 3

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TPO MEMBRANE - INSTALL PER

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B AR

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

DS ISSUE DATE DS 203 10/5/2018 PROJECT NO. 17160

DS DS ORIGINAL SHEET SIZE IS 24" x 36" A 203 SHEET TITLE ROOF PLAN - PROPOSED OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS ROOF PLAN - PROPOSED 1 3/16" = 1'-0"

SHEET NO. A1-04 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:02 PM 2:15:02 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

PHASE LEGEND

EXISTING WALL / ELEMENT TO REMAIN

DEMO EXISTING WALL / ELEMENT 2060 Craigshire Road Saint Louis, MO 63146 DEMO FLOOR OR SLAB AS REQ'D T. 314.241.8188 F. 314.241.0125 D NO WORK AREA www.kai-db.com Missouri State Certificate of Authority #1234567 KEYED NOTES NO. NOTES

54 EXISTING CHIMNEY TO REMAIN - REMOVE INTERIOR FINISHES 55 55 REMOVE GUTTERS AND DOWNSPOUTS - TYP. 57 EXISTING SKYLIGHTS TO REMAIN.

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B AR

55 55

ISSUE: 55 MARK DATE DESCRIPTION

ISSUE DATE 10/5/2018 PROJECT NO. 17160 ROOF PLAN - DEMO 1 SCALE: 1/4" = 1'-0" ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE ROOF PLAN - DEMO OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

SHEET NO. A1-04d Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:03 PM 2:15:03 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

______2 A3-01

1 2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 F. 314.241.0125 D KEYED NOTES www.kai-db.com Missouri State Certificate of Authority #1234567 NO. NOTES 0" O.C. 0" - 7/8 - 3/4 x 11 x 3/4 - ENGINEERED FINK TRUSSES @ 2' TRUSSES FINK ENGINEERED (3) LVL 1 (3) LVL

______3 A3-01 NEW ROOF

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B NO WORK (EXISTING) AR

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE ROOF FRAMING PLAN OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS ROOF PLAN - PROPOSED SCALE: 3/16" = 1'-0"

SHEET NO. A1-05 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:04 PM 2:15:04 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

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2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 F. 314.241.0125 D www.kai-db.com Missouri State Certificate of Authority #1234567

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2 A PROJECT FOR: CHRIS BOWERS & SANDHYA VOLLALA SANDHYA & BOWERS CHRIS FOR: PROJECT A

527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B AR

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE FOUNDATION PLAN OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS FIRST FLOOR PLAN - PROPOSED 1 3/16" = 1'-0"

SHEET NO. A1-06 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:04 PM 2:15:04 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

KEYED NOTES 2060 Craigshire Road NO. NOTES Saint Louis, MO 63146 T. 314.241.8188 54 51 CLEAN AND PREP ALL BRICK, TRIM, MOLDINGS, DENTILS FOR PAINT F. 314.241.0125 52 REMOVE PORCH COLUMNS AND SUPPORT TEMPORARILY D www.kai-db.com 54 EXISTING CHIMNEY TO REMAIN - REMOVE INTERIOR FINISHES Missouri State Certificate of Authority #1234567 55 REMOVE GUTTERS AND DOWNSPOUTS - TYP. 201 PROVIDE NEW ENERGY STAR WINDOWS PER SCHEDULE. 203 NEW PREFIN ALUM GUTTERS AND DOWNSPOUTS. UTILIZE CONCEALED CONNECTOR AND HANGERS- TYP. 206 PRIME AND PAINT EXISTING AND NEW BRICK VENEER- TYP WHOLE HOUSE. 207 PRIME AND PAINT EXISTING AND NEW LAP SIDING - TYP WHOLE HOUSE. 208 PROVIDE NEW 4" ADDRESS NUMBERING - '527' 209 CLEAN AND PAINT EXISTING MOULDING AND FASCIA. 211 PAINT FIXED SHUTTERS TO MATCH WINDOWS 212 PROVIDE NEW FRONT DOOR. 213 PROVIDE OBSCURED GLASS COACH FIXTURES WITH LED GASLIGHTS. 216 PROVIDE NEW PORCH COLUMNS, BRACKETS, AND BOX BEAM IN 51 EXISTING LOCATION 223 PAINT EXISTING WINDOWS TO MATCH NEW WINDOWS ROOF 306 REMOVE EXISTING CONCRETE PATIO/PORCH IN ITS ENTIRETY. 8' - 6" 55

FIRST FLOOR (FF) 0" GROUND LEVEL 306 52 C -8"

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B

206 209 W1 W1 213 W2 W2

201 211 60 527 223 223 223 216 223 207 208 FIRST FLOOR (FF) AR 0" GROUND LEVEL 212 -8"

ISSUE: FRONT ELEVATION - PROPOSED MARK DATE DESCRIPTION 2 1/4" = 1'-0"

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE PHASE LEGEND WINDOW SCHEDULE BUILDING Type Mark Width Height Sill Height Head Height REMARKS ELEVATIONS - EXISTING WALL / ELEMENT TO REMAIN W1 2' - 6" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS DEMO & W2 3' - 1" 6' - 1" 5 1/2" 6' - 6 1/2" DEMO EXISTING WALL / ELEMENT W3 3' - 0" 1' - 0" 6' - 6" 7' - 6" PROPOSED W5 2' - 3" 3' - 0" 3' - 8 1/4" 6' - 8 1/4" DEMO FLOOR OR SLAB AS REQ'D W6 3' - 1" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" W7 3' - 10" 3' - 10" 3' - 0" 6' - 10" SLIDER - EGRESS

NO WORK AREA SHEET NO. A2-01 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:06 PM 2:15:06 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 F. 314.241.0125 D www.kai-db.com Missouri State Certificate of Authority #1234567 54 KEYED NOTES NO. NOTES

7 REMOVE EXISTING DRYER VENT AND PREP OPENING FOR BRICK INFILL 51 CLEAN AND PREP ALL BRICK, TRIM, MOLDINGS, DENTILS FOR PAINT 305 52 REMOVE PORCH COLUMNS AND SUPPORT TEMPORARILY 51 54 EXISTING CHIMNEY TO REMAIN - REMOVE INTERIOR FINISHES 55 REMOVE GUTTERS AND DOWNSPOUTS - TYP. 201 PROVIDE NEW ENERGY STAR WINDOWS PER SCHEDULE. 202 NEW 30 YEAR ASPHALT SHINGLE WITH FELT UNDERLAYMENT. PROVIDE ICE AND WATER SHEILD AT ALL EAVES. (NEW ROOFS ONLY) ROOF 203 NEW PREFIN ALUM GUTTERS AND DOWNSPOUTS. UTILIZE CONCEALED CONNECTOR AND HANGERS- TYP. 8' - 6" 204 NEW SECTIONAL OVERHEAD GARAGE DOOR. PROVIDE NEW RAILS AND SPRINGS, INSTALL SALVAGED DOOR OPENER. 206 PRIME AND PAINT EXISTING AND NEW BRICK VENEER- TYP WHOLE HOUSE. 207 PRIME AND PAINT EXISTING AND NEW LAP SIDING - TYP WHOLE HOUSE. 52 209 CLEAN AND PAINT EXISTING MOULDING AND FASCIA. 210 PROVIDE NEW MOULDING AND FASCIA TO MATCH EXISTING - PAINT TO MATCH EXISTING 306 215 PROVIDE WET LOCATION GFCI RECEPTACLE. 216 PROVIDE NEW PORCH COLUMNS, BRACKETS, AND BOX BEAM IN EXISTING LOCATION 227 EXISTING LIGHT TO REMAIN FIRST FLOOR (FF) 228 PROVIDE NEW HOSE BIBB 0" 233 PATCH DRYER VENT OPENING WITH NEW BRICK - PT 305 REMOVE EXISTING WOOD TRELLIS. 55 GROUND LEVEL 306 REMOVE EXISTING CONCRETE PATIO/PORCH IN ITS ENTIRETY. C 7 -8"

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203 W3 W3 W3 204 13' - 8 3/4" 13' -

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FIRST FLOOR (FF) ISSUE: 0" MARK DATE DESCRIPTION 228 1 11/1/18 Revision 1 207 206 GROUND LEVEL OUTLINE OF EXISTING 233 -8" RETAINING WALL 215 LEFT ELEVATION - PROPOSED 2 1/4" = 1'-0"

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE BUILDING PHASE LEGEND WINDOW SCHEDULE Type Mark Width Height Sill Height Head Height REMARKS ELEVATIONS - OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS EXISTING WALL / ELEMENT TO REMAIN W1 2' - 6" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" DEMO & W2 3' - 1" 6' - 1" 5 1/2" 6' - 6 1/2" PROPOSED DEMO EXISTING WALL / ELEMENT W3 3' - 0" 1' - 0" 6' - 6" 7' - 6" W5 2' - 3" 3' - 0" 3' - 8 1/4" 6' - 8 1/4" W6 3' - 1" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" DEMO FLOOR OR SLAB AS REQ'D W7 3' - 10" 3' - 10" 3' - 0" 6' - 10" SLIDER - EGRESS SHEET NO. NO WORK AREA A2-02 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:06 PM 2:15:06 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

KEYED NOTES NO. NOTES

54 51 CLEAN AND PREP ALL BRICK, TRIM, MOLDINGS, DENTILS FOR PAINT 2060 Craigshire Road 52 REMOVE PORCH COLUMNS AND SUPPORT TEMPORARILY Saint Louis, MO 63146 54 EXISTING CHIMNEY TO REMAIN - REMOVE INTERIOR FINISHES T. 314.241.8188 51 55 REMOVE GUTTERS AND DOWNSPOUTS - TYP. F. 314.241.0125 203 NEW PREFIN ALUM GUTTERS AND DOWNSPOUTS. UTILIZE CONCEALED D CONNECTOR AND HANGERS- TYP. www.kai-db.com 206 PRIME AND PAINT EXISTING AND NEW BRICK VENEER- TYP WHOLE HOUSE. Missouri State Certificate of Authority #1234567 207 PRIME AND PAINT EXISTING AND NEW LAP SIDING - TYP WHOLE HOUSE. 209 CLEAN AND PAINT EXISTING MOULDING AND FASCIA. 305 51 211 PAINT FIXED SHUTTERS TO MATCH WINDOWS 222 PAINT EXPOSED FOUNDATION TO MATCH BRICK 55 223 PAINT EXISTING WINDOWS TO MATCH NEW WINDOWS TRUSS BEARING 224 PROVIDE NEW BOX BEAM ROOF9' - 4" 304 EXISTING RETAINING/LANDSCAPE WALL TO REMAIN. 8' - 6" 305 REMOVE EXISTING WOOD TRELLIS. 306 REMOVE EXISTING CONCRETE PATIO/PORCH IN ITS ENTIRETY. 309 EXISTING GASLIGHT TO REMAIN. 52

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FIRST FLOOR (FF) 0" 206

AR GROUND LEVEL W4 W4 W4 W4 -8"

ISSUE: 222 MARK DATE DESCRIPTION 1 11/1/18 Revision 1

BASEMENT -10' - 0" RIGHT ELEVATION - PROPOSED 2 1/4" = 1'-0" ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE PHASE LEGEND WINDOW SCHEDULE BUILDING Type Mark Width Height Sill Height Head Height REMARKS ELEVATIONS - EXISTING WALL / ELEMENT TO REMAIN OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS W1 2' - 6" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" DEMO & W2 3' - 1" 6' - 1" 5 1/2" 6' - 6 1/2" PROPOSED DEMO EXISTING WALL / ELEMENT W3 3' - 0" 1' - 0" 6' - 6" 7' - 6" W5 2' - 3" 3' - 0" 3' - 8 1/4" 6' - 8 1/4" W6 3' - 1" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" DEMO FLOOR OR SLAB AS REQ'D W7 3' - 10" 3' - 10" 3' - 0" 6' - 10" SLIDER - EGRESS SHEET NO. NO WORK AREA A2-03 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:07 PM 2:15:07 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

2060 Craigshire Road Saint Louis, MO 63146 57 T. 314.241.8188 F. 314.241.0125 D 51 www.kai-db.com Missouri State Certificate of Authority #1234567 ROOF 8' - 6" 55 55 KEYED NOTES NO. NOTES 57 6 REMOVE EXISTING DOOR IN ITS ENTIRETY. 51 CLEAN AND PREP ALL BRICK, TRIM, MOLDINGS, DENTILS FOR 6 PAINT 55 REMOVE GUTTERS AND DOWNSPOUTS - TYP. 57 EXISTING SKYLIGHTS TO REMAIN. 201 PROVIDE NEW ENERGY STAR WINDOWS PER SCHEDULE. 202 NEW 30 YEAR ASPHALT SHINGLE WITH FELT UNDERLAYMENT. FIRST FLOOR (FF) PROVIDE ICE AND WATER SHEILD AT ALL EAVES. (NEW ROOFS 0" ONLY) GROUND LEVEL 203 NEW PREFIN ALUM GUTTERS AND DOWNSPOUTS. UTILIZE -8" CONCEALED CONNECTOR AND HANGERS- TYP. 205 BRICK VENEER - MATCH EXISTING TEXTURE. 206 PRIME AND PAINT EXISTING AND NEW BRICK VENEER- TYP WHOLE HOUSE. 207 PRIME AND PAINT EXISTING AND NEW LAP SIDING - TYP WHOLE HOUSE. 209 CLEAN AND PAINT EXISTING MOULDING AND FASCIA. 211 PAINT FIXED SHUTTERS TO MATCH WINDOWS 222 PAINT EXPOSED FOUNDATION TO MATCH BRICK 223 PAINT EXISTING WINDOWS TO MATCH NEW WINDOWS 227 EXISTING LIGHT TO REMAIN 228 PROVIDE NEW HOSE BIBB BASEMENT -10' - 0"

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BASEMENT

AR -10' - 0" REAR ELEVATION - PROPOSED 2 1/4" = 1'-0"

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

PHASE LEGEND ______1 ______1 A3-01 A5-01 ______2 EXISTING WALL / ELEMENT TO REMAIN A5-01 ISSUE DATE 10/5/2018 DEMO EXISTING WALL / ELEMENT TRUSS BEARING PROJECT NO. 9' - 4" 17160 DEMO FLOOR OR SLAB AS REQ'D ROOF ROOF ORIGINAL SHEET SIZE IS 24" x 36" A 8' - 6" 8' - 6" NO WORK AREA SHEET TITLE BUILDING W5 W5 W6 W6 W6 ELEVATIONS - WINDOW SCHEDULE OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS DEMO & 56 Type Mark Width Height Sill Height Head Height REMARKS PROPOSED W1 2' - 6" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" W2 3' - 1" 6' - 1" 5 1/2" 6' - 6 1/2" FIRST FLOOR (FF) FIRST FLOOR (FF) W3 3' - 0" 1' - 0" 6' - 6" 7' - 6" 0" 0" W5 2' - 3" 3' - 0" 3' - 8 1/4" 6' - 8 1/4" SHEET NO. W6 3' - 1" 4' - 3 1/2" 2' - 3" 6' - 6 1/2" COURTYARD ELEVATION 1 COURTYARD ELEVATION 2 W7 3' - 10" 3' - 10" 3' - 0" 6' - 10" SLIDER - EGRESS 3 1/4" = 1'-0" 4 1/4" = 1'-0" A2-04 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:08 PM 2:15:08 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

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2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 3 F. 314.241.0125 A5-03 TRUSS BEARING D www.kai-db.com 9' - 4" Missouri State Certificate of Authority #1234567 ROOF ROOF 8' - 6" 8' - 6"

GARAGE PATIO 8' - 4 3/4" 8' - 7' - 11" 7' -

ASPHALT DRIVE 1/8" PER FT. FIRST FLOOR (FF) FIRST FLOOR (FF) 0" 0" GROUND LEVEL -8"

6 3 1 A5-02 A5-02 A5-02

C CONNECTOR GARAGE SECTION

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B

ALL NEW FINISH FLOOR ELEVATIONS TO MATCH EXISTING AR

EXISTING GARAGE CONCRETE SLAB FIRST FLOOR (FF) 0"

GROUND LEVEL ISSUE: -8" MARK DATE DESCRIPTION 1 11/1/18 Revision 1

2 A5-02

5 A5-02 4 ISSUE DATE A5-02 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE BASEMENT -10' - 0" BUILDING SECTIONS OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS CONNECTOR AND GARAGE SECTION 2 3/8" = 1'-0"

SHEET NO. A3-01 Copyright © 2017 KAI Design & Build, All rights reserved. 11/5/2018 2:15:09 PM 2:15:09 11/5/2018 6 5 4 3 2 1 6 5 4 3 2 1

2060 Craigshire Road Saint Louis, MO 63146 T. 314.241.8188 F. 314.241.0125 D www.kai-db.com Missouri State Certificate of Authority #1234567

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527 WHITE ROSE RENOVATION ROSE WHITE 527 C 5 B 6 A5-02 4 A5-03

FIRST FLOOR (FF) 0" FIRST FLOOR (FF) 0" AR

GROUND LEVEL -8"

ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

ISSUE DATE 10/5/2018 PROJECT NO. 17160 CONNECTOR WALL SECTION 1 1" = 1'-0" ORIGINAL SHEET SIZE IS 24" x 36" A REAR BUMP OUT WALL SECTION 2 1" = 1'-0" SHEET TITLE WALL SECTIONS OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

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EXTERIOR INTERIOR (CONDITIONED) 2060 Craigshire Road BATT INSULATION - R-20 MIN Saint Louis, MO 63146 5/8" GYP BOARD - PT T. 314.241.8188 PLYWOOD SHEATHING F. 314.241.0125 GARAGE EXTERIOR D INTERIOR INTERIOR www.kai-db.com BASE BOARD (CONDITIONED) (CONDITIONED) (UNCONDITIONED) Missouri State Certificate of Authority #1234567 BRICK VENEER 5/8" GYP BOARD AIR SPACE 2X4 PT SILL PLATE

2X4 FRAMING ANCHOR BOLT HARDWOOD PLANK FLOORING HARDWOOD PLANK FLOORING BASE BOARD HOUSE WRAP OVER 1/2" PLYWOOD SHEATHING SEE 1/A5 -02 FOR TYPICAL NOTES SHEET METAL FLASHING SHT MTL FLASHING FOUNDATION PER STRUCTURAL WEEP HOLES @ 24" OC DOWEL INTO EXISTING SLAB RIGID INSULATION R-19 MIN POLY SHEETING SLEEPERS EXPANSION JOINT AND SEALANT RIGID INSULATION FIRST FLOOR (FF) FIRST FLOOR (FF) 0" 0" SLOPE 1/8" PER FT. SLOPE 1/8" PER FT. SLOPE 1/8" PER FT. 1X4 SLEEPER APPLIED WITH MASTIC NEW PATIO NEW PATIO POLY SHEETING

1 EXISTING GARAGE CONCRETE SLAB RIGID INSULATION RIGID INSULATION R-19 MINIMUM COARSE GRAVEL FILL PROVIDE BLOCKING CEMENT PROTECTION UNDER NEW PARITION BOARD UNDISTURBED EARTH UNDISTURBED EARTH

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LAP SIDING TO MATCH EXISTING - PT INTERIOR GARAGE SEE 1/A5 -02 FOR TYPICAL NOTES (CONDITIONED) (UNCONDITIONED)

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AR FIRST FLOOR (FF) FIRST FLOOR (FF) 0" SLOPE 1/8" PER FT. 0" SLOPE 1/8" PER FT. 0' 4" - 6" MIN 6"

0' 4" - WEAR COURE BASE COURE ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE PHASE LEGEND DETAILS

EXISTING WALL / ELEMENT TO REMAIN OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

DEMO EXISTING WALL / ELEMENT

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R-49 INSULATION - MIN R-49 INSULATION - MIN 2060 Craigshire Road Saint Louis, MO 63146 MANUFACTURED TRUSS MANUFACTURED TRUSS T. 314.241.8188 F. 314.241.0125 D ASPHALP SHINGLES ASPHALP SHINGLES www.kai-db.com Missouri State Certificate of Authority #1234567 ROOF UNDERLAYMENT ROOF UNDERLAYMENT

PLYWOOD SHEATHING PLYWOOD SHEATHING TRUSS BEARING TRUSS BEARING 9' - 4" DRIP EDGE 9' - 4" DRIP EDGE

COIL WRAPPED FASCIA COIL WRAPPED FASCIA

PREFINISHED GUTTER PREFINISHED GUTTER

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ALUM. VENTED SOFFIT ALUM. VENTED SOFFIT

1X4 FRIEZE BOARD - PT 1X4 FRIEZE BOARD - PT

BRICK TEXTURE TO MATH EXISTING - PT LAP SIDING TO MATCH EXISTING - PT

GARAGE - BRICK CONDITION - ROOF RAKE GARAGE - SIDING CONDITION - ROOF RAKE 1 1 1/2" = 1'-0" 2 1 1/2" = 1'-0"

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ISSUE: MARK DATE DESCRIPTION 1 11/1/18 Revision 1

CONNECTOR ROOF DETAIL 3 1 1/2" = 1'-0"

ISSUE DATE 10/5/2018 PROJECT NO. 17160

ORIGINAL SHEET SIZE IS 24" x 36" A SHEET TITLE REAR BUMP OUT FOUNDATION DETAIL DETAILS 4 1 1/2" = 1'-0" OPTION_2_jmanse43JHQ.rvt C:\Users\jmanse\Documents\BOWERS RENOVATION - NUCLE - RENOVATION C:\Users\jmanse\Documents\BOWERS

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