B.8.1 - 510 Baylor St - plans — original pdf

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P U P U P U N D / / N 2 2 0 1 . 2 5 . 3 0 RAYMOND - MORLEY HOUSE REHABILITATION PROJECT ADDRESS: 510 BAYLOR AUSTIN, TEXAS 78703 PROJECT NUMBER: 202122 PROJECT ISSUE DATE: 10 JUNE 2022 LOCATION MAP CONSTRUCTION LOCATION : 2 2 1 2 0 2 R E B M U N T C E J O R P I I I N O T A T L B A H E R E S U O H Y E L R O M - D N O M Y A R INDEX OF SHEETS A001 A002 AD100 AD101 AD102 AD103 AD104 AS101 A101 A102 A103 A104 A201 A202 A402 A501 A601 S001 S002 S101 S102 S103 M000 M001 M002 M003 M101 M102 M301 M401 M402 M501 M502 M601 S104 E000 E001 E002 E003 ED101 ED102 ES101 E101 E102 E201 E202 E401 E501 E601 P000 P001 P002 PD101 PD102 P101 P102 P201 P202 P401 P501 P502 P601 ABBREVIATIONS & GENERAL NOTES ACCESSIBILTY NOTES DEMO - ARCHITECTURAL SITE DEMO - GROUND LEVEL - FLOORPLAN DEMO - LEVEL 2 - FLOORPLAN DEMO - GROUND LEVEL - RCP DEMO - LEVEL 2 - RCP ARCHITECTURAL SITE PLAN GROUND LEVEL FLOOR PLAN LEVEL 2 FLOOR PLANS GROUND LEVEL RCP LEVEL 2 RCP EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS INTERIOR ELEVATIONS CONSTRUCTION DETAILS SCHEDULES AND DOOR & FRAME ELEVATIONS STRUCTURAL NOTES STRUCTURAL INSPECTION CHECKLIST FOUNDATION PLAN CEILING & FLOOR FRAMING PLAN ROOF FRAMING PLAN MECHANICAL GENERAL NOTES MECHANICAL SYMBOLS AND ABBREVIATIONS MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS MECHANICAL PLAN - GROUND LEVEL MECHANICAL PLAN - LEVEL 2 MECHANICAL SECTIONS MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL CONTROLS FOUNDATION & FRAMING DETAILS ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ELECTRICAL DEMOLITION PLAN - GROUND LEVEL ELECTRICAL DEMOLITION PLAN - LEVEL 2 ELECTRICAL SITE PLAN ELECTRICAL LIGHTING PLAN - GROUND LEVEL ELECTRICAL LIGHTING PLAN - LEVEL 2 ELECTRICAL POWER PLAN - GROUND LEVEL ELECTRICAL POWER PLAN - LEVEL 2 ELECTRICAL SCHEDULES ELECTRICAL DETAILS ELECTRICAL RISER DIAGRAM PLUMBING GENERAL NOTES PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS PLUMBING DEMOLITION PLAN - GROUND LEVEL PLUMBING DEMOLITION PLAN - LEVEL 2 PLUMBING WASTE & VENT PLAN - GROUND LEVEL PLUMBING WASTE & VENT PLAN - LEVEL 2 PLUMBING DOMESTIC WATER PLAN - GROUND LEVEL PLUMBING DOMESTIC WATER PLAN - LEVEL 2 PLUMBING SCHEDULES PLUMBING DETAILS PLUMBING DETAILS PLUMBING RISERS PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 REVISIONS: NO REFERENCE ISSUED ARCHITECT i . c n I , s e t a c o s s A n g s e D i r e t r a C t h g i r y p o C MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER STRUCTURAL ENGINEER ENCOTECH ENGINEERING CONSULTANTS 8500 BLUFFSTONE COVE SUITE B-103 AUSTIN, TEXAS 78759 TEL: (512)-338-1101 STEINMAN LUEVANO STRUCTURES 5901 OLD FREDERICKBURG ROAD AUSTIN, TEXAS 78749 TEL: (512)-891-6766 ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 I N G S E D S E T A • R E T R A C I C O S S A 9 H H , 6 7 4 . . 2 1 5 l f f T F £ R T S 1 0 7 8 7 H T N E V E L . . t • S A X E T i 1 a 1 . 1 1 1 4 , 2 1 s } P i ~ N ! T S L A T S E W 7 1 3 1 C N N N I \ ' i . . l P • I N O T A V R F 5 E . . ' l f ' l , F R U T f f T I H C R A Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. ABBREVIATIONS & GENERAL NOTES A001 @ @.F.F., @FF ABV. ACOUST. A/C ADA ADMIN. A/P/F/S. A.F.F., AFF ALUM. ARCH(L). ASST. A-V BD. BET. BHL BLDG. BLK. BLKG BM(S). B.O.C. BOT. BSMT. BTWN. CL C. C.J., CJ C.O.A. CAB. CAL. CCTS. CHAN. CLG. CMU, C.M.U. COL. COM. CONC. CONN. CONST. CONT. COORD CORR. CTR(D). CU. CVR. DET. DIAG. DIA. DISP. DIV. DN. DORM. DP. D.S. DW DWG. DWLS. E. EA. EJ., E.J. ELEV. ENGR. EQ. ESM'T. EWC EXH. EXP. EXT. EXTING. FEC F.F. (E.) FH., F.H. FHC FIN. FIX. FLR. FLUOR. F.O.C. FT. FURR. FXD. G.C. GA. GALV. GFI. GLZ. G.P.M. GR. GRND. GYP. H.C.; H/C HORIZ. HR. HRDWD. HT. IN. INFO INSULA.; INSUL. INT. ABBREVIATIONS AT AT FINISHED FLOOR ABOVE ACOUSTICAL AIR CONDITIONING AMERICANS WITH DISABILITIES ACT ADMINISTRATION AMPS/POLES/FUSE SIZE/STARTER SIZE ABOVE FINISH FLOOR ALUMINUM ARCHITECT, ARCHITECTURAL ASSISTANT AUDIO-VISUAL BOARD BETWEEN BOREHOLE BUILDING BLOCK BLOCKING BEAM(S) BACK OF CURB BOTTOM BASEMENT BETWEEN CENTER LINE CONDUIT CONTROL JOINT CITY OF AUSTIN CABINET CALIPER CIRCUITS CHANNEL CEILING CONCRETE MASONRY UNIT COLUMN COMMUNICATION CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATION CORRIDOR CENTER(ED) COPPER COVER DETAIL DIAGONAL(LY) DIAMETER DISPENSER DIVISION DOWN DORMITORY DEEP DOWNSPOUT DISHWASHER DRAWING DOWELS EAST EACH EXPANSION JOINT ELEVATION ENGINEER EQUAL EASEMENT ELECTRIC WATER COOLER EXHAUST EXPANSION EXTERIOR EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR (ELEVATION) FIRE HYDRANT FIRE HOSE CABINET FINISH FIXTURE FLOOR FLUORESCENT FACE OF CURB FOOT, FEET FURRING FIXED GENERAL CONTRACTOR GAUGE GALVANIZED GROUND FAULT INTERRUPT GLAZING GALLONS PER MINUTE GRADE GROUND GYPSUM HANDICAPPED HORIZONTAL HOUR HARDWOOD HEIGHT INCHES INFORMATION INSULATION INTERIOR JAN. JST JT., JNT LAM. LAV. LBS. LF, L.F. LT. MAX. MANUF. MECH. M.E.P. MFR. MGR. MH. MIN. MISC. M.O. MTD. MTL. N. NIC N.T.S. NF. NO. O.C. O.H. OPNG. OPP. P.P., PP P.S.F. P.U.E. PC. PG. PL. PLAS. PLUM. PLYWD. PNT PREFAB. PRO. PVC. R. R.O.W. RCP., R.C.P. R.D. RECOM. REF. REINF. REQD. RM. R.R. S. S.B.L. SAN. SC. SCHED. SF. SHT. SHWR. SIM. SN. S.O.S. SQ. STD. STGT. STIFF. STL. STOR. STRUCT. SUSP. SW. SWR TEL. TL. T.O.B.(M.) T.O.S. TOT. TS TW. TYP. UL U.N.O., UNO VCT VERT. W/ W W.R. W.W.F. WD. WP. WT. JANITOR JOIST JOINT LAMINATE LAVATORY POUNDS LINEAR FEET LIGHT MAXIMUM MANUFACTURER MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING MANUFACTURER MANAGER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED METAL NORTH NOT IN CONTRACT NOT TO SCALE NON-FUSED NUMBER ON CENTER OVERHEAD OPENING OPPOSITE POWER POLE POUNDS PER SQ. FT. PUBLIC UTILITY EASEMENT PHOTO CELL PAGE PLATE PLASTIC PLUMBING PLYWOOD PAINT PREFABRICATED PROTECTION POLYVINYL CHLORIDE REFRIGERATOR RIGHT OF WAY REINFORCED CONCRETE PIPE ROOF DRAIN RECOMMENDATION REFER TO REINFORCED; REINFORCEMENT REQUIRED ROOM RESTROOM SOUTH SETBACK LINE SANITARY SCALE SCHEDULED SQUARE FEET SHEET SHOWER SIMILAR SOLID NEUTRAL SIMILAR OPPOSITE SIDE SQUARE STANDARD SEALTIGHT STIFFENER STEEL STORAGE STRUCTURAL SUSPENDED SWITCH SEWER TELEPHONE TWIST LOCK TOP OF BEAM TOP OF STEEL TOTAL TUBE STEEL TOP OF WALL TYPICAL UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE VINYL COMPOSITE TILE VERTICAL WITH WEST WATER RESISTANT WOVEN WIRE FABRIC WOOD WEATHER PROOF WEIGHT LINE REPRESENTS BOTH MAXIMAUM TRAVEL DISTANCE AND COMMON PATH OF TRAVEL CLOSET 201.1 CLOSET 201.2 TOILET 208 COPY ROOM 209 OFFICE 207 CORRIDOR 206 OFFICE 201 OFFICE 205 DN CORRIDOR 204 CLOSET 203.1 LOBBY 200 OFFICE 203 RAYMOND - MORLEY HOUSE OCCUPANCY TYPE: CONSTRUCTION TYPE: SPRINKLERED: B VB NO BUILDING AREAS AND HEIGHTS: ALLOWABLE ACTUAL (LEVELS 1 & 2) AREA AND OCCUPANT LOAD: AREA 9.000 SF 3,859 SF HEIGHT STORIES 40 27 FEET 2 2 ROOM: AREAS: OCCUPANT LOAD REQUIREMENTS: OCCUPANT LOAD TOTALS: GROUND LEVEL: BUSINESS: DINING: KITCHEN: LEVEL 2 (ROOF): BUSINESS: TOTAL OCCUPANT LOAD: 1,000 GSF 580 NSF 460 GSF 1 PER 150 GROSS TABLES & CHAIRS 1 PER 15 NET 1 PER 200 GROSS 7 39 3 1,639 GSF 1 PER 150 GROSS 11 49 11 60 IBC 303.1.1: ALLOWS AN ASSEMBLY TYPE OCCUPANCY TO BE CONSIDERED A "B" OCCUPANCY IF THE OCCUPANT LOAD IS <50. EGRESS WIDTH REQUIREMENTS: 49 OCCUPANTS x 0.2 = 10 36" MINIMUM EXIT WIDTH APPLIES 11 OCCUPANTS x 0.2 = 2.2 36" MINIMUM EXIT WIDTH APPLIES 11 OCCUPANTS x 0.3 = 3.3 36" MINIMUM STAIRWAY WIDTH APPLIES IBC 1006.3.4(2): MAX OCCUPANT LOAD PER STORY ALLOWED =49 CALCULATED OCCUPANT LOAD OF LEVEL 2 = 11 SINGLE EXIT ALLOWED FROM LEVEL 2. 705.5 FIRE-RESISTANCE RATING REQUIREMENT FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: FIRE SEPARATION DIST 10≤X<30 FEET FOR TYPE VB CONSTRUCTION & B OCCUPANCY =0 DISTANCE TO PR0PERTY LINE = 11'-4" = NONE REQUIRED. OPENING PROTECTION REQUIREMENTS: FIRE SEPARATION DISTANCE10' TO LESS THAN 15' 15% UNPROTECTED ALLOWED WEST WALL = 150 SF 150 X 15% = 22.5 SF ALLOWED WINDOW OPENING = 12.5 SF ALL OTHER WALLS 30' OR GREATER AND ARE NOT LIMITED GENERAL NOTES 3. 1. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY 2. GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS. ALL DRAWING ELEMENTS AND TEXT SHOWN IN GRAYSCALE ARE ALL KNOWN / AVAILABLE EXISTING ELEMENTS, EITHER PROVIDED BY OWNER, OR OBTAINED THROUGH FIELD OBSERVATIONS WHERE POSSIBLE, AND ARE USED FOR BACKGROUND AND REFERENCE PURPOSES. FOR CLARITY, NOT ALL EQUIPMENT, DUCTWORK, PIPING, PANELS, CONDIUT, ETC. MAY BE SHOWN IN EACH VIEW. ACTUAL FIELD CONDITIONS MAY VARY. PRIOR TO DEMOLITION OR START OF NEW WORK, THE CONTRACTOR SHALL VISIT THE SITE AND PERFORM AN INSPECTION TO BECOME FAMILIAR WITH EXISTING FACILTIES AND AREAS SCHEDULED FOR WORK AND DETERMINE THE CONDITION OF EXISTING ELEMENTS TO BE AFFECTED AND/OR TO REMAIN. ADDITIONAL FIELD INVESTIGATIONS, AND/OR MINOR ADJUSTMENTS MAY BE REQUIRED TO COMPLETE WORK. SHOULD THE CONTRACTOR ENCOUNTER ANY QUESTIONS OR CONFLICTS BETWEEN GRAYSCALE OBJECTS, EXISTING ELEMENTS TO REMAIN, RENOVATIONS, AND ADDITIONS EITHER AMONG THEMSELVES OR WITH THE REQUIRMENTS OF ANY AND ALL REVIEWING AND PERMIT-ISSUING AGENCIES, THE CONTRACTOR SHALL BRING THESE CONFLICTS TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL SEEK CLARIFICATION IN WRITING PRIOR TO START OF WORK, AND SHALL NOT PROCEED WITH THE WORK IF THERE ARE DISCREPANCIES OR CONFLICTS UNTIL ALL SUCH HAVE BEEN RESOLVED. ANY QUESTIONS RELATED TO THE PROJECT SCOPE OF DEMOLITION AND NEW WORK SHOULD BE ADDRESSED TO THE ARCHITECT PRIOR TO STARTING WORK. 7. WORKING CONDITIONS SUCH AS STARTING TIME, NOISE AND VIBRATION LIMITATIONS SHALL BE GOVERNED BY CITY ORDINANCES. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING PROPERTY BY HIS STAFF OR SUBCONTACTORS. 10. CONTRACTOR SHALL PROTECT AREAS AND SURFACES ADJACENT TO THE CONSTRUCTION AREA FROM DAMAGE AND DEBRIS. ALL AREAS TO BE CLEAN AND SEVICEABLE AT THE COMPLETION OF DEMOLITION, PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION. 4 5 6. 8. RELOCATION, THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY SERVICE AND COORDINATE HIS WORK ACCORDINGLY. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAK OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. 12. WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES AND STANDARD SPECIFICATIONS OF ALL AGENCIES HAVING THE RESPONSIBILITY OF REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS PER THESE PLANS AND SPECIFICATIONS IN THIS LOCALITY. COMPLY WITH ALL RECOMMENDED PRACTICES AS SET FORTH BY THE FOLLOWING, BUT NOT LIMITED TO: ASME, SMACNA, ASHRAE, NFPA, ALL LOCAL BUILDING, FIRE, ENERGY, MECHANICAL, PLUMBING, AND ELECTRICAL CODES, OSHA, AND REGULATIONS OF ALL GOVERNING BODIES AS THEY APPLY TO THIS PROJECT. 13. THE ARCHITECT, ENGINEER OR OWNER'S REPRESENTATIVE SHALL NOT BE REPONSIBLE FOR, OR HAVE CONTROL OF, OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, NOR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT, ENGINEER OR OWNER'S REPRESENTATIVE SHALL NOT BE RESPONSIBLE. NOR HAVE CONTROL OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 14. THE DESIGN AND PROVISION OF ALL TEMPORARY SUPPORTS SUCH AS BUYING BRACES, FALSEWORK, SUPPORTS AND ANCHORS FOR SAFETY LINES, CURBBING, SHORING, OR ANY OTHER TEMPORARY ELEMENTS REQUIRED FOR THE EXECUTION OF THE CONTRACT ARE NOT INCLUDED IN THESE DRAWINGS AND SHALL BE THE RESPONIBILITY OF THE CONTRACTOR. TEMPORARY SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR DAMAGE OF THE ELEMENTS TO BE BRACED NOR ANY ELEMENTS USED AS BRACE SUPPORTS. CLOSET 202.1 49 OCCUPANTS x 0.3 = 15 36" MINIMUM STAIRWAY WIDTH APPLIES 11. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR OFFICE 202 RATED CONSTRUCTION REQUIREMENTS: NONE. SEPARATION REQUIREMENTS: NONE. KITCHEN EXIT PREP 112 WALK-IN COOLER 113 EXIT ACCESS TRAVEL DISTANCES: ALLOWED ACTUAL MAXIMUM COMMON PATH OF TRAVEL: MAX 49 OCCUPANTS NON SPRINKLERED: 75 FEET 2ND LEVEL < 30 OCCUPANTS ACCESS TRAVEL DISTANCE: 100 FEET 40 FEET 57 FEET MAX EXIT ACCESS TRAVEL DISTANCE NON SPRINKLERED: 200 FEET SECOND LEVEL MOST REMOTE TRAVEL DISTANCE: 68 FEET KITCHEN 111 UP ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 DN OFFICE EXIT W D BREAKROOM 103 UTILITY 106 TOILET 108 TOILET 107 CORRIDOR 105 CORRIDOR 104 KITCHEN 110 DINING 101 MAXIMUM COMMON PATH OF TRAVEL 57 FEET CONTINUED FROM LEVEL 2 UP OFFICE 102 UP LOBBY 100 MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 68 FEET OFFICE EXIT 1 L E V E L L E V A R T F O H T A P N O M M O C M U M X A M I T E E F 0 4 1006 NUMBER OF EXITS: DINING ROOM HAS OCCUPANT LOAD OF 39 REQUIRING ONE EXIT - PROVIDED. KITCHEN HAS OCCUPANT LOAD OF 3 REQUIRES ONE EXIT - PROVIDED OFFICE HAS LEVEL 2 OCCUPANT LOAD OF 11 REQUIRES ONE EXIT - PROVIDED OFFICE HAS LEVEL 1 OCCUPANT LOAD OF 7 REQUIRES ONE EXIT - PROVIDED 2 PLUMBING FIXTURE CALCULATION: BUSINESS OCCUPANCY =18 WC 1 PER 25 FOR FIRST 50 OCCUPANTS LAVS 1 PER 40 FOR FIRST 80 OCCUPANTS RESTAURANT EXIT RESTAURANT OCCUPANCY = MAX 49 BY TENANT CONTRACT OUTDOOR DINING = 26 WC 1 PER 75 LAVS 1 PER 200 1 REQUIRED 1 REQUIRED 1 REQUIRED 1 REQUIRED Y R T N E E L B S S E C C A I I & E C F F O R O F T N A R U A T S E R PROVIDED: 2 UNISEX TOILETS (ONE ACCESSIBLE) PROVIDED ON LEVEL ONE SHARED BETWEEN DINING AND OFFICE. 1 UNISEX TOILET PROVIDED FOR OFFICE ONLY ON LEVEL 2. SYMBOLS PLAN TRUE N NORTH NORTH FINISH FLOOR 100' - 0" FINISH FLOOR 100' - 0" 1 A-101 NORTH ARROWS ELEVATION IDENTIFIER CEILING HEIGHT IDENTIFIER ELEVATION MARKERS 1 A101 SECTION CUT MARKER DETAIL CALL-OUT MARKER APPLICABLE CODES ROOM NAME Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A INTERNATIONAL BUILDING CODE: UNIFORM PLUMBING CODE: UNIFORM MECHANICAL CODE: NATIONAL ELECTRICAL CODE: INTERNATIONAL FIRE CODE: IBC 2021 UPC 2021 UMC 2021 NEC 2020 IFC 2021 IEBC 2021 INTERNATIONAL EXISTING BUILDING CODE: INTERNATIONAL ENERGY CONSERVATION CODE: IECC 2021 ACCESSIBILITY CODE: TAS 2012 1 A-101 100 100 8'-0" 101 1i 1i FLOOR PLAN ROOM IDENTIFIER Copyright Carter Design Associates, Inc. RCP ROOM IDENTIFIER DOOR IDENTIFIER WINDOW IDENTIFIER WALL CONSTRUCTION IDENTIFIER SLOPE ARROW ABBREVIATIONS & GENERAL NOTES A001 t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 7 2 : 2 5 : 6 2 2 0 2 0 1 6 / / 02 4296.AV 02 4296.X 02 4296.O 02 4296.AI 02 4296.I 02 4296.X 02 4296.AH 02 4296.O 02 4296.AI UP 02 4296.AT 02 4296.AT 02 4296.AT 02 4296.AT 02 4296.AT 02 4296.AO 02 4296.AI 02 4296.O 02 4296.AY 02 4296.AP 02 4296.AW 02 4296.Z 02 4296.Z 02 4296.AD 02 4296.AD DN 02 4296.BB 02 4296.BB 02 4296.AD 02 4296.Y 02 4296.AX 02 4296.AP 02 4296.AP 02 4296.AP 02 4296.AT 02 4296.AT 02 4296.AT 02 4296.N UP 02 4296.Y 02 4296.Y 02 4296.Y 02 4296.AO 02 4296.O 02 4296.AI 02 4296.AP 02 4296.AJ 02 4296.X 02 4296.X UP UP 02 4296.N 02 4296.AJ 02 4296.Y 02 4296.T 02 4296.Y 02 4296.AD 02 4296.AX 02 4296.X 02 4296.AD 02 4296.Y 02 4296.AZ 02 4296.Q 02 4296.AL 02 4296.J GENERAL NOTES - DEMO 1. THIS BUILDING IS HISTORIC. IT IS THE INTENT OF THE PROJECT THAT AS MUCH EXISTING MATERIAL AS POSSIBLE REMAIN. REPAIR OR PARTIAL REPLACEMENT TAKES PRECEDENCE OVER FULL REPLACEMENT. 2. CONFIRM ALL EXISTING CONSRUCTION AND DIMENSIONS IN THE FIELD. EXISTING CONSTRUCTION CONSISTS OF LOAD BEARING BRICK, INTERIOR WOOD FURRING WITH LATH AND PLASTER, OR WOOD STUD WITH SHEATHING AND WOOD SIDING. INTERIOR PARTITIONS ARE WOOD STUD WITH PLASTER OR GYPSUM BOARDFINISH. 3. CONTACT ARCHITECT IF EXISTING CONDITIONS ARE DIFFERENT THAN INDICATED. 4. REMOVE ALL EXISTING MATERIAL NOTED OR THAT IS ROTTED OR OTHERWISE COMPROMISED. SHORE PER STRUCTURAL AND OSHA AND AS NECESSARY TO SUPPORT REMAINING CONSTRUCTION AND THAT BEING DEMOLISH DURING AND AFTER MATERIAL REMOVAL AND PROTECT ALL SURROUNDING CONSTRUCTION. 5. 6. ALL MATERIAL NOTED TO BE REMOVED SALVAGED AND REINSTALLED SHALL BE REMOVED WITH CARE, LABELED, CLEANED, PROTECTED AND REINSTALLED AT THE APPROPRIATE TIME. PERFORM DEMO BY SAWCUTTING OR OTHER METHODS THAT LEAVE MINIMAL DAMAGE. 7. REFER ALSO TO ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATIN. 8. COORDINATE DEMO WORK WITH NEW SYSTEMS TO BE INSTALLED. 9. CONTRACTOR SHALL SALVAGE FOR REUSE ALL BRICKS FOUND IN THE GROUND AROUND THE BUILDING. 10. ARCHITECT TO REVIEW NEWPAPER AND OTHER NON WALL 11. 12. CONSTRUCTION MATERIALS FOUND PRIOR TO DISPOSAL. IT IS THE INTENT OF THE PROJECT TO HAVE FULL FUNCTIONING MEP SYSTEMS AT THE END OF THE WORK. REVIEW EXISTING MATERIALS AND CONDITIONS IN THE FIELD AND COORDINATE MEP DRAWINGS FOR EXTEND OF DEMO AND NEW WORK. IT IS THE INTENT OF THE PROJECT TO HAVE FULL FUNCTIONING MEP SYSTEMS AT THE END OF THE WORK. REVIEW EXISTING MATERIALS AND CONDITIONS IN THE FIELD AND COORDINATE MEP DRAWINGS FOR EXTEND OF DEMO AND NEW WORK. 13. REMOVE EXISTING REFRIGERATOR. VERIFY WITH OWNER PRIOR TO REMOVAL OR ON SITE USE. KEYNOTES 02 4296.AD WALL TO BE REMOVED 02 4296.AH HVAC UNIT IN WINDOW TO BE REMOVED 02 4296.AI BASE CABINETRY TO BE REMOVED 02 4296.AJ GYPSUM BOARD AND STUDS TO BE REMOVED 02 4296.AL PLASTER AND FURRING TO BE REMOVED 02 4296.AO UPPER CABINETRY TO BE REMOVED 02 4296.AP FIXTURES TO BE REMOVED 02 4296.AT FLOORING TO BE REMOVED 02 4296.AV DRYING RACK SUPPORTS TO BE REMOVED 02 4296.AW TILE TO BE REMOVED 02 4296.AX BUILT IN CABINETRY TO BE REMOVED 02 4296.AY GYPSUM AT ARCH ABOVE DOOR TO BE REMOVED 02 4296.AZ DECONSTRUCT STAIRS AND SALVAGE STONE, PROVIDE TO OWNER FOR STORAGE FLOOR SINK TO BE REMOVED REMOVE EXISTING BRICK TO RECREATE WINDOW OPENING 02 4296.BA REMOVE RAILINGS AT PORCH 02 4296.BB FLOORING AND SUB-FLOOR TO BE REMOVED 02 4296.I 02 4296.J 02 4296.N CONCRETE TO BE REMOVED 02 4296.O COUNTER TO BE REMOVED 02 4296.Q BRICK MASONRY TO BE REMOVED 02 4296.T TRIM TO BE REMOVED 02 4296.X GYPSUM BOARD AND FURRING TO BE REMOVED DOOR AND FRAME TO BE REMOVED 02 4296.Y 02 4296.Z WINDOW AND FRAME TO BE REMOVED FINISH FLOOR PLAN LEGEND DEMO TOILET FLOOR SINK WALL MOUNTED LAVATORY ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A N A L P N Copyright Carter Design Associates, Inc. DEMO - GROUND LEVEL - FLOORPLAN AD101 0' 2' 4' 8' 16' t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 0 4 : 2 5 : 6 2 2 0 2 0 1 / 6 / 02 4296.AZ 02 4296.BA 02 4296.BA DEMO - GROUND LEVEL FLOOR PLAN 1 1/4" = 1'-0" 02 4296.BC 02 4296.AD 02 4296.AD 02 4296.AD 02 4296.Y 02 4296.Y 02 4296.Y 02 4296.BB 02 4296.D 02 4296.D 02 4296.BB 02 4296.BD 02 4296.BE DN DN 02 4296.AP ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED GENERAL NOTES - DEMO 1. THIS BUILDING IS HISTORIC. IT IS THE INTENT OF THE PROJECT THAT AS MUCH EXISTING MATERIAL AS POSSIBLE REMAIN. REPAIR OR PARTIAL REPLACEMENT TAKES PRECEDENCE OVER FULL REPLACEMENT. 2. CONFIRM ALL EXISTING CONSRUCTION AND DIMENSIONS IN THE FIELD. EXISTING CONSTRUCTION CONSISTS OF LOAD BEARING BRICK, INTERIOR WOOD FURRING WITH LATH AND PLASTER, OR WOOD STUD WITH SHEATHING AND WOOD SIDING. INTERIOR PARTITIONS ARE WOOD STUD WITH PLASTER OR GYPSUM BOARDFINISH. 3. CONTACT ARCHITECT IF EXISTING CONDITIONS ARE DIFFERENT THAN INDICATED. 4. REMOVE ALL EXISTING MATERIAL NOTED OR THAT IS ROTTED OR OTHERWISE COMPROMISED. SHORE PER STRUCTURAL AND OSHA AND AS NECESSARY TO SUPPORT REMAINING CONSTRUCTION AND THAT BEING DEMOLISH DURING AND AFTER MATERIAL REMOVAL AND PROTECT ALL SURROUNDING CONSTRUCTION. ALL MATERIAL NOTED TO BE REMOVED SALVAGED AND REINSTALLED SHALL BE REMOVED WITH CARE, LABELED, CLEANED, PROTECTED AND REINSTALLED AT THE APPROPRIATE TIME. PERFORM DEMO BY SAWCUTTING OR OTHER METHODS THAT LEAVE MINIMAL DAMAGE. 5. 6. 7. REFER ALSO TO ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATIN. 8. COORDINATE DEMO WORK WITH NEW SYSTEMS TO BE INSTALLED. 9. CONTRACTOR SHALL SALVAGE FOR REUSE ALL BRICKS FOUND IN THE GROUND AROUND THE BUILDING. 10. ARCHITECT TO REVIEW NEWPAPER AND OTHER NON WALL KEYNOTES CONSTRUCTION MATERIALS FOUND PRIOR TO DISPOSAL. IT IS THE INTENT OF THE PROJECT TO HAVE FULL FUNCTIONING MEP WALL TO BE REMOVED SYSTEMS AT THE END OF THE WORK. REVIEW EXISTING MATERIALS FIXTURES TO BE REMOVED AND CONDITIONS IN THE FIELD AND COORDINATE MEP DRAWINGS FOR EXTEND OF DEMO AND NEW WORK. FLOORING AND SUB-FLOOR TO BE REMOVED IT IS THE INTENT OF THE PROJECT TO HAVE FULL FUNCTIONING MEP PLUMBING TO BE REMOVED SYSTEMS AT THE END OF THE WORK. REVIEW EXISTING MATERIALS TILE THINSET TO BE REMOVED AND CONDITIONS IN THE FIELD AND COORDINATE MEP DRAWINGS PROTECT STAR TILE LOCATED ON FACE OF FIREPLACE FOR EXTEND OF DEMO AND NEW WORK. DOOR AND FRAME TO BE REMOVED 11. 02 4296.AD 02 4296.AP 02 4296.BB 12. 02 4296.BC 02 4296.BD 02 4296.BE 02 4296.Y 13. REMOVE EXISTING REFRIGERATOR. VERIFY WITH OWNER PRIOR TO REMOVAL OR ON SITE USE. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 1 4 : 2 5 : 6 2 2 0 2 0 1 / 6 / DEMO - LEVEL 2 FLOOR PLAN 1 1/4" = 1'-0" N A L P N Copyright Carter Design Associates, Inc. DEMO - LEVEL 2 - FLOORPLAN AD102 0' 2' 4' 8' 16' FINISH FLOOR PLAN LEGEND TOILET FLOOR SINK WALL MOUNTED LAVATORY 24"X18" UNDERMOUNT SINK 20"X18" UNDERMOUNT SINK 36" COUNTER DEPTH FRIDGE/FREEZER A202 1 08 0352.A W1.8 4' - 0" 8' - 3" 4' - 3" PREP 112 32 SF 112 WALK-IN COOLER 113 91 SF 08 0352.A W1.9 " 8 / 7 0 1 - ' 4 " 2 / 1 5 - ' 7 " 2 / 1 5 - ' 3 " 0 - ' 4 03 3000.D 04 0322.F 05 7300.A 03 3000.B LANDING 482' - 6" LANDING 487' - 9" 4' - 0" 6' - 5" 5' - 0" 10' - 2 1/4" 08 0352.A W1.7 2 A101 TOILET 108 51 SF 8 0 1 08 0352.B LANDING 483' - 8" 08 0352.A DN LANDING 487' - 9" W1.6 3 0 1 107 TOILET 107 26 SF 09 3013.D 061000.E EXISTING FFE 487' - 9" CORRIDOR 105 38 SF BREAKROOM 103 141 SF 106 UTILITY 106 14 SF 110 " 0 - ' 3 R A E L C W D W1.5 A402 14 13 06 4116.A 061000.C KITCHEN 111 155 SF KITCHEN 110 95 SF 1 1 1 UP W1.10 W1.11 CORRIDOR 104 45 SF 100.1 103.1 . 1 2 0 1 06 4300.A 06 0312.A UP UP 102 LOBBY 100 204 SF 2 . 9 0 1 109 04 0322.A 061000.D DINING 101 602 SF WHITE-BOX FINISH OUT FOR FUTURE TENANT IMPROVEMENT. 1 0 1 07 2100.D 061000.B W1.16 08 0314.B 2 A201 W1.12 08 0352.A 08 0352.A W1.13 061000.F " 8 - ' 9 " 8 - ' 4 " 0 - ' 4 " 0 - ' 1 W1.4 W1.3 08 0352.A 22 4000.E A202 2 09 3033.A 09 3013.B 08 1433.A 08 0352.A 06 0312.A OFFICE 102 302 SF 08 0352.A 08 0314.A " 6 - ' 2 " 0 - ' 3 04 0322.A 061000.D E1 W1.2 W1.1 08 0352.A 08 0352.A 08 0314.B PATIO EDGE 487' - 5" GRADE 485' - 0" NEW - GROUND LEVEL FLOOR PLAN 1 1/4" = 1'-0" EXISTING FFE 487' - 9" 100 W1.15 GRADE 486' - 0" 1 A201 GENERAL NOTES - FLOOR PLAN 1. 2. THIS BUILDING IS HISTORIC. THE INTENTION IS TO RETAIN AS MUCH EXISTING MATERIAL AS POSSIBLE AND TOUCH THE EXTERIOR BRICK AS LITTLE AS POSSIBLE. THE INTENT OF THE PROJECT IS TO REHABILITATE THE HISTORIC BUILDING TO LEASABLE TENANT SPACE. THE SCOPE IS TO RESTORE ALL HISTORC MATERIALS WALLS, WINDOWS, DOORS, ETC, PROVIDE INSULATION AND NEW CODE COMPLIANT UTILITIES AND MEP SYSTEMS, MEET TAS TO EXTENT NECESSARY, IMPROVE THE SITE PARKING AND DRIVES. 3. CONFIRM ALL EXISTING CONSRUCTION AND DIMENSIONS IN THE FIELD. EXISTING CONSTRUCTION CONSISTS OF LOAD BEARING BRICK WITH WOOD FURRING AND LATH WITH PLASTER, OR WOOD STUD WITH SHEATHING AND WOOD SIDING. INTERIOR IS WOOD STUD WITH PLASTER FINISH AND WOOD STUD WITH GYPSUM BOARD. 4. CONTACT ARCHITECT IF EXISTING CONDITIONS ARE DIFFERENT THAN INDICATED. 5. DO NOT SCALE DRAWINGS. CONFIRM ALL EXISTING DIMENSIONS IN THE FIELD. ALL DIMENSIONS ARE TO FACE OF STUD IN NEW CONSTRUCTION. DIMENSION TO EXISTING CONSTRUCTION ARE TO FINISH FACE OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALL PARTITIONS ARE WOOD STUDS WITH 5/8" GYPSUM BOARD EACH FACE AND SOUND ATTENUATION INSULATION, UNLESS OTHER WISE NOTED. 8. REFER TO SHEET G102 FOR ACCESSIBLE DOOR AND FIXTURE CLEARANCES. 9. REFER TO SHEET G102 FOR MOUNTING REQUIREMENTS OF ALL ACCESSORIES AND CONTROLS AT LABELED FIXTURES. IF CONTRACTOR FINDS MATERIAL THAT IS SUSPECTED TO BE ASBESTOS CONTAINING CONTRACTPOR SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY. 11. ALL PATCHES SHALL BE MATCHING IN MATERIAL, LEVEL AND PLANE WITH EXISTING FINISHES, AND BE SECURELY ATTACHED AND CONTINUOUS IN CONSTRUCTION. IF ROTTED OR OTHERWISE COMPROMISED MATERIAL IS UNCOVERED DURING THE WORK CONTACT ARCHITECT IMMEDIATELY. 6. 7. 10. 12. 13 ALL ELECTRIC CONDUIT TO BE INSTALLED IN NON VISIBLE LOCATIONS UNLESS NOTED OTHERWISE. 14. EXISTING WOOD WINDOW SASHES, DOORS, BASE AND TRIM HAVE BEEN REMOVED, STRIPPED OF FINISH, AND STORED INSIDE HOUSE TO VARYING DEGREES DURING PREVIOUS WORK. IT IS NOT KNOWN IF THEY WERE LABELED AS TO THEIR ORIGINAL LOCATION. CONTRACTOR SHALL INVENTORY AND DETERMINE TO HIS BEST ABILITY ORIGINAL LOCATIONS FOR ALL STORED WOOD. CONSULT ARCHITECT AS NEEDED. SUBMIT INVENTORY TO ARCHITECT. 15. REFER TO ELEVATIONS SHEETS FOR ADDITIONAL DEMO NOTES. KEYNOTES 03 3000.B 03 3000.D 04 0322.A 04 0322.F 05 7300.A 06 0312.A 06 4116.A 06 4300.A 07 2100.D 08 0314.A 08 0314.B 08 0352.A 08 0352.B 08 1433.A 09 3013.B 09 3013.D 09 3033.A 22 4000.A 22 4000.C 22 4000.E 061000.B 061000.C 061000.D 061000.E 061000.F CONCRETE STAIR AND LANDING REMOVE EXISTING CISTERN CAP, FILL WITH SAND, INSTALL NEW CONCRETE CAP SAWCUT EXISTING HISTORIC EXTERIOR BRICK AND PLASTER WALL TO CREATE NEW OPENING LEVEL TO COURSING, MIN 6'8" HIGH - CUT IN HEADER STEEL PER STRUCTURAL - SAWTOOTH PATCH BRICK TO EXISTING BOND PATTERN AS NEEDED FOR SOLID BRICK AT SIDES OF OPENING, PATCH PLASTER, INSTALL NEW WOOD FRAME ALIGNED TO BRICK SEAL JOINTS REMOVE EXISTING PARGE AT CISTERN, REPAIR BRICK AND MORTAR WALL LEAVE EXPOSED METAL GUARDRAIL AND HAND RAILINGS REINSTALL EXISTING BASE AND TRIM. USE FULL LENGTHS, DO NOT CUT. PROVIDE NEW PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS EXISTING TREAD AND RAIL ARE STRIPPED PROTECTED. RETAIN PROTECTION THROUGHOUT WORK. FINISH TO MATCH FLOORS. PAINTED STRINGERS, BALUSTERS, NEWEL POST AND RISERS TO BE PREPARED AND PAINTED. STUFF BASE OF CHASE WITH R30 MINERAL WOOL BATT INSULATION STRIP AND REFINISH EXISTING REMOVED DOORS. REHANG IN ORIGINAL POSITION. PROVIDE NEW HARDWARE AS SCHEDULED. TYPICAL AT ALL EXISTING DOORS. CONFIRM 32" MIN CLEAR OPENING. REPAIR ANY DAMAGED WOOD. INSTALL NEW HARDWARE. PAINT. RESTORE ALL EXISTING WOOD WINDOWS UNLESS NOTED OTHERWISE. REMOVE ALL SOFT OR DAMAGED WOOD. REUSE AS MUCH ORIGINAL WOOD AS POSSIBLE. SPLICE IN MINIMAL NEW WOOD NECESSARY FOR REPAIR. PROTECT EXISTING GLASS. INSTALL NEW GLASS AS NEEDED. REFINISH. PROVIDE NEW HARDWARE WHERE MISSING - MATCH TO EXISTING. REINSTALL REMOVED SASHES IN ORIGINAL LOCATION. ENSURE FULL WORKING CONDITION. REFER TO WINDOW SCHEDULE. REMOVE EXISTING REMAINING WINDOW FRAME FROM THIS OPENING. LEAVE STUDS FOR RECORD OF WINDOW LOCATION. PROVIDE 4 PANEL WOOD DOOR REFER TO SCHEDULE THINSET CERAMIC FIREPLACE SURROUND WALL TILE TO EXTEND TO EXISTING MASONRY WITH SCHLUTER SCHIENE EDGE TRIM MORTARED SLATE STONE HEARTH IN EXISTING DEFINED AREA. ACCESSIBLE LAVATORY ACCESSIBLE TOILET SIDE ACCESSIBLE KITCHEN SINK RECONFIGURE WALLS AS SHOWN. ALIGN NEW MATERIAL WITH EXISTING. CONFIRM OPENINGS AND SIZES WITH SYSTEMS INSTALLATION. RECONFIGURE WALLS TO ACCOMMODATE NEW DOOR AS SCHEDULED. FILL WINDOW OPENING WITH WALL ON NORTH FACE FILL WITH SOUND ATTENUATION INSULATION AND SOUND SEAL PERIMETER. PROVIDE SMOOTH GYP FACE ON SOUTH SIDE OF STUDS AND INSTALL FROSTED GLASS FILM ON NORTH SIDE OF REMAINING WINDOW IF EXISTING. REFRAME WALL AT REMOVED WINDOW BACK TO MASONRY WALL. INSTALL SOUND ATTENUATION INSULATION AND TILE BACKER BOARD. REFER TO STRUCTURAL FOR JOIST REPAIR ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. GROUND LEVEL FLOOR PLAN A101 W1.14 08 0352.A N A L P N 0' 2' 4' 8' 16' 6" 9' - 6 3/4" 1 1/2" 4' - 10 5/8" 4' - 4 5/8" 22 4000.C 22 4000.A " 6 " 8 / 1 0 1 - ' 5 " 8 / 1 0 - ' 6 " 8 / 3 5 - ' 3 " 8 / 5 8 - ' 4 TOILET 108 51 SF 3 A402 1 4 2 108 7 A402 5 8 6 1'-0" MIN CLR 107 A A TOILET 107 26 SF " 6 - ' 1 R L C N M I UTILITY 106 14 SF 106 B B 1'-0" MIN CLR CORRIDOR 104 45 SF 100.1 103.1 " 4 ENLARGED PLAN GROUND LEVEL 2 1/2" = 1'-0" t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 0 3 : 2 5 : 6 2 2 0 2 0 1 / 6 / FINISH FLOOR PLAN LEGEND TOILET FLOOR SINK WALL MOUNTED LAVATORY 24"X18" UNDERMOUNT SINK 20"X18" UNDERMOUNT SINK 36" COUNTER DEPTH FRIDGE/FREEZER 1 A102 08 0352.A W2.10 08 0352.A 08 0352.A W2.6 W2.7 W2.8 W2.9 08 0352.A W2.5 06 0312.A OFFICE 207 102 SF 08 1433.A 08 1433.A TOILET 208 36 SF 208 09 6400.A 06 0312.A 207 CORRIDOR 206 66 SF COPY ROOM 209 33 SF W53 7' - 2" 6' - 6 5/8" 06 0312.A TOILET 208 36 SF 11 A402 9 12 10 A B COPY ROOM 209 33 SF 4" A 08 0352.A W2.4 08 0352.A W2.3 OFFICE 205 117 SF 205 204 08 0314.A 08 0314.A DN 201 06 4300.A CORRIDOR 204 40 SF CLOSET 203.1 11 SF 203.1 LOBBY 200 209 SF 203 202 061000.B 08 0314.A 06 0312.A OFFICE 203 134 SF 08 0314.A 09 6400.B 06 0312.A W2.2 08 0352.A W2.1 08 0352.A 08 0352.A 06 2013.A 06 2013.A 06 2013.A 06 2013.A W2.16 201.2 CLOSET 201.1 10 SF CLOSET 201.2 11 SF 08 0314.A 09 6400.A . 3 1 0 2 08 0352.A W2.11 08 0314.A OFFICE 201 272 SF 08 0352.A W2.12 08 0352.A W2.13 08 0352.A W2.14 CLOSET 202.1 11 SF 202.1 06 0312.A 08 0314.A 201.1 08 0314.A 06 0312.A OFFICE 202 305 SF " 8 / 5 0 - ' 5 " 8 / 1 2 - ' 5 " 5 t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 1 3 : 2 5 : 6 2 2 0 2 0 1 / 6 / ENLARGED PLANLEVEL 2 1 1/2" = 1'-0" NEW - LEVEL 2 FLOOR PLAN 2 1/4" = 1'-0" W2.15 08 0352.A N A L P N 0' 2' 4' 8' 16' GENERAL NOTES - FLOOR PLAN 1. 2. THIS BUILDING IS HISTORIC. THE INTENTION IS TO RETAIN AS MUCH EXISTING MATERIAL AS POSSIBLE AND TOUCH THE EXTERIOR BRICK AS LITTLE AS POSSIBLE. THE INTENT OF THE PROJECT IS TO REHABILITATE THE HISTORIC BUILDING TO LEASABLE TENANT SPACE. THE SCOPE IS TO RESTORE ALL HISTORC MATERIALS WALLS, WINDOWS, DOORS, ETC, PROVIDE INSULATION AND NEW CODE COMPLIANT UTILITIES AND MEP SYSTEMS, MEET TAS TO EXTENT NECESSARY, IMPROVE THE SITE PARKING AND DRIVES. 3. CONFIRM ALL EXISTING CONSRUCTION AND DIMENSIONS IN THE FIELD. EXISTING CONSTRUCTION CONSISTS OF LOAD BEARING BRICK WITH WOOD FURRING AND LATH WITH PLASTER, OR WOOD STUD WITH SHEATHING AND WOOD SIDING. INTERIOR IS WOOD STUD WITH PLASTER FINISH AND WOOD STUD WITH GYPSUM BOARD. 4. CONTACT ARCHITECT IF EXISTING CONDITIONS ARE DIFFERENT THAN INDICATED. 5. DO NOT SCALE DRAWINGS. CONFIRM ALL EXISTING DIMENSIONS IN THE FIELD. ALL DIMENSIONS ARE TO FACE OF STUD IN NEW CONSTRUCTION. DIMENSION TO EXISTING CONSTRUCTION ARE TO FINISH FACE OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALL PARTITIONS ARE WOOD STUDS WITH 5/8" GYPSUM BOARD EACH FACE AND SOUND ATTENUATION INSULATION, UNLESS OTHER WISE NOTED. 8. REFER TO SHEET G102 FOR ACCESSIBLE DOOR AND FIXTURE CLEARANCES. 9. REFER TO SHEET G102 FOR MOUNTING REQUIREMENTS OF ALL ACCESSORIES AND CONTROLS AT LABELED FIXTURES. IF CONTRACTOR FINDS MATERIAL THAT IS SUSPECTED TO BE ASBESTOS CONTAINING CONTRACTPOR SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY. 11. ALL PATCHES SHALL BE MATCHING IN MATERIAL, LEVEL AND PLANE WITH EXISTING FINISHES, AND BE SECURELY ATTACHED AND CONTINUOUS IN CONSTRUCTION. IF ROTTED OR OTHERWISE COMPROMISED MATERIAL IS UNCOVERED DURING THE WORK CONTACT ARCHITECT IMMEDIATELY. 6. 7. 10. 12. 13 ALL ELECTRIC CONDUIT TO BE INSTALLED IN NON VISIBLE LOCATIONS UNLESS NOTED OTHERWISE. 14. EXISTING WOOD WINDOW SASHES, DOORS, BASE AND TRIM HAVE BEEN REMOVED, STRIPPED OF FINISH, AND STORED INSIDE HOUSE TO VARYING DEGREES DURING PREVIOUS WORK. IT IS NOT KNOWN IF THEY WERE LABELED AS TO THEIR ORIGINAL LOCATION. CONTRACTOR SHALL INVENTORY AND DETERMINE TO HIS BEST ABILITY ORIGINAL LOCATIONS FOR ALL STORED WOOD. CONSULT ARCHITECT AS NEEDED. SUBMIT INVENTORY TO ARCHITECT. 15. REFER TO ELEVATIONS SHEETS FOR ADDITIONAL DEMO NOTES. KEYNOTES 06 0312.A 06 2013.A 06 4300.A 08 0314.A 08 0352.A 08 1433.A 09 6400.A 09 6400.B 061000.B REINSTALL EXISTING BASE AND TRIM. USE FULL LENGTHS, DO NOT CUT. REPLACE EXISTING GUARD WITH NEW TREATED WOOD GUARD TO MATCH 1974 PHOTO EXISTING TREAD AND RAIL ARE STRIPPED PROTECTED. RETAIN PROTECTION THROUGHOUT WORK. FINISH TO MATCH FLOORS. PAINTED STRINGERS, BALUSTERS, NEWEL POST AND RISERS TO BE PREPARED AND PAINTED. STRIP AND REFINISH EXISTING REMOVED DOORS. REHANG IN ORIGINAL POSITION. PROVIDE NEW HARDWARE AS SCHEDULED. TYPICAL AT ALL EXISTING DOORS. RESTORE ALL EXISTING WOOD WINDOWS UNLESS NOTED OTHERWISE. REMOVE ALL SOFT OR DAMAGED WOOD. REUSE AS MUCH ORIGINAL WOOD AS POSSIBLE. SPLICE IN MINIMAL NEW WOOD NECESSARY FOR REPAIR. PROTECT EXISTING GLASS. INSTALL NEW GLASS AS NEEDED. REFINISH. PROVIDE NEW HARDWARE WHERE MISSING - MATCH TO EXISTING. REINSTALL REMOVED SASHES IN ORIGINAL LOCATION. ENSURE FULL WORKING CONDITION. REFER TO WINDOW SCHEDULE. PROVIDE 4 PANEL WOOD DOOR REFER TO SCHEDULE PATCH EXISTING WOOD FLOORING TO MATCH AS REQUIRED FOR BASED ON RENOVATION WORK EXISTING WOOD FLOORING IS IN GOOD SHAPE - PROTECT. CLEAN AND COAT WITH CLEAR WATER-BASED POLYURETHANE. TYPICAL. RECONFIGURE WALLS AS SHOWN. ALIGN NEW MATERIAL WITH EXISTING. CONFIRM OPENINGS AND SIZES WITH SYSTEMS INSTALLATION. ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. LEVEL 2 FLOOR PLANS A102 4 8 0 ' 481' 02 4296.A 04 0322.C 3 5 4 482' 02 4296.L 04 0322.C 483' 02 4296.L 02 4296.A 02 4296.A 02 4296.AZ 3 3 9 02 4296.R 02 4296.AZ 02 4296.A 02 4296.A 02 4296.BA 04 0342.D " 0 - ' 3 3 4 0 4 8 5' 3 4 2 480' X 3 5 7 3 5 6 482' 485' 486' 487' 4 8 3 ' 4 8 4 ' 3 5 2 3 5 0 4 8 5 ' 4 8 6 ' 3 4 8 4 8 7 ' 3 4 1 4 8 4 ' 3 4 3 485' 3 4 4 486' 3 4 5 3 4 6 3 4 7 487' 4 8 5' ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. DEMO - ARCHITECTURAL SITE AD100 t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 8 3 : 2 5 : 6 2 2 0 2 0 1 / 6 / DEMO - ARCHITECTURAL SITE 1 1" = 10'-0" N A L P N 0' 5' 10' 20' 40' 4 8 1' EXISTING CISTERN TO REMAIN 483' 03 3000.C 07 3113.A 07 2100.B 3 5 4 480' X 4 8 2' 05 5000.A 05 5000.A 482' 4 8 5' 4 8 6' 05 7300.C 487' 4 8 3 ' 4 8 4 ' 3 5 2 3 5 0 4 8 5 ' 4 8 6 ' 3 4 8 07 3113.A 07 2100.B 07 3113.A 07 2100.B 07 3113.A 07 2100.B 07 3113.A 04 0342.D ACCESSIBLE ROUTE 3 4 2 4 8 4 ' 3 4 3 485' 3 4 4 4 8 6' 3 4 5 3 4 6 3 4 7 487' 4 8 5' KEYNOTES 03 3000.C 04 0342.D 05 5000.A 05 7300.C 07 2100.B 07 3113.A CONCRETE SIDEWALK USE HISTORIC STONE TO RETAIN GRADE AND CREATE PLANTER ADJACENT TO PORCH TO NEGATE NEED FOR GUARDRAIL. MUST EXTEND 3' FROM PORCH. STEEL BOLLARDS AT BUILDING CORNERS. REMOVE EXISTING FENCE AND GATE. SALVAGE FOR REINSTALLATION. REMOVE ALL RUST USING LEAST DESTRUCTIVE METHOD . ONLY REMOVE AS MUCH RUST IN A DAY AS CAN BE PROPERLY PRIMED AND DRIED IMMEDIATELY R38 MINERAL WOOL BATT INSULATION IN ATTIC ASPHALT SHINGLE ROOFING W/ FULL ICE AND WATER SHIELD UNDERLAYMENT PROVIDE ALTERNATE PRICE FOR STANDING SEAM METAL ROOFING ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. ARCHITECTURAL SITE PLAN AS101 t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 1 4 : 2 5 : 6 2 2 0 2 0 1 / 6 / NEW - ARCHITECTURAL SITE 1 1" = 10'-0" N A L P N 0' 5' 10' 20' 40' 09 9113.C 04 0322.K 09 9113.C 04 0322.K GENERAL NOTES - EXTERIOR ELEVATIONS PAINT ENTIRE BUILDING FIELD COLOR AND TWO ACCENTS. 1. 2. REMOVE PAINT FROM ORNAMENTAL BRICK HEADERS. 3. REROOF ENTIRE BUILDING. REFER TO STRUCTURAL DRAWINGS FOR UPGRADES TO ROOF STRUCTURE. 4. REFER TO SCHEDULES FOR WINDOW AND DOOR WORK. 5. ASSUME 25% OF FASCIA AND SOFFITS TO BE REPLACE. PROVIDE A LINEAR FOOT UNIT PRICE FOR ADDITIONAL REPPLACEMENT. 6. REMOVE ALL WIRING , JUCTION BOXES, LIGHTING AND OTHER 7. SERVICES UNLESS INDICATED TO REMAIN. TEMPORARY HVAC, SECURITY AND OTHER SERVICES MAY REMAIN DURING CONSTRUCTION. REMOVE AS REQUIRED FOR NEW WORK. ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED W2.14 W2.13 W2.12 W2.11 04 0342.C 09 9113.A 26 5600.D 08 0314.B 101 W1.13 W1.12 W1.16 W1.11 W1.10 04 0322.E 04 0322.G 04 0322.H 04 0322.I 02 4296.AM 04 0322.J 09 9113.C 04 0322.K 26 5600.D 111 09 9113.A 08 1433.B W1.9 GROUND LEVEL 0" 2 NORTH ELEVATION 1/4" = 1'-0" 07 2100.B 07 3113.A 06 2013.E 26 5600.A 08 0352.A 02 4296.AR 07 2100.B 07 3113.A 07 4620.G 08 5200.B 07 4620.E 06 2013.F 07 2100.C 09 9113.C 04 0322.K 06 2013.B " 2 / 1 8 " 6 - ' 3 06 1063.D 06 2013.B W2.2 W2.1 W2.15 W1.2 W1.1 W1.14 " 8 / 5 1 1 - ' 1 " 0 - ' 7 5' - 4" 100 09 9113.C 04 0322.K 07 2100.B 26 5600.C 08 0352.A 08 0352.A 06 2013.A 26 5600.C 09 9113.A 08 0314.A 06 2013.D 07 2100.C 1 EAST ELEVATION 1/4" = 1'-0" ROOF 22' - 0" LEVEL 2 12' - 0" ROOF 22' - 0" LEVEL 2 12' - 0" GROUND LEVEL 0" KEYNOTES 02 4296.AM WIRE TO BE REMOVED 02 4296.AR 04 0322.E REMOVE SECURITY LIGHT, WIRING AND CONDUIT REMOVE HARD AND NON-TOOLED MORTAR AND REPOINT WITH MORTAR AS SPECIFIED. REMOVE CAULK FROM JOINT. REMOVE OLD MORTAR AND REPOINT WITH MORTAR AS SPECIFIED. REMOVE COATING BY WASHING WALLS USING GENTLEST METHOD TO REMOVE LOOSE PAINT. NO HIGH PRESSURE WASH REPOINT BRICKS UNDER WINDOW RELOCATE BRICK VENT PER STRUCTURAL CONFIRM TO/FOR STRUCTURAL THAT ALL CHIMNEY'S ARE PROPERLY SUPPORTED TO GRACE AND REMOVE PAINT FROM STONE. REPAIR CHIPS AND CRACKS IN STONE USING A CATHEDRAL STONE PRODUCT AS RECOMMENDED BY MANUFACTURER FOR SPECIFIC DAMAGE. FOLLOW MANUFACTURERS INSTRUCTIONS FOR PRODUCT USED. TYPICAL ALL SILLS AND HEAD AND SURROUND INSTALL NEW HEADER REFER TO STRUCTURAL REPLACE EXISTING GUARD WITH NEW TREATED WOOD GUARD TO MATCH 1974 PHOTO INSPECT SPINDLES AND WOOD REPLACE MISSING, DAMAGED AND DECAYED PIECES IN TRANSOM RAIL TO MATCH CHECK ALL JOINTS IN SCREEN DOORS, REPLACE SCREENING, PAINT AND REINSTALL. ENSURE FULL SMOOTH FUNCTION REMOVE ROTTEN SOFFIT BOARDS REPLACE WITH BOARDS OF SAME SIZE AND PROFILE WOOD PROVIDE NEW SCREENS AND SILL R38 MINERAL WOOL BATT INSULATION IN ATTIC R30 MINERAL WOOL BATT INSULATION UNDER FLOOR IN CRAWL SPACE ASPHALT SHINGLE ROOFING W/ FULL ICE AND WATER SHIELD UNDERLAYMENT PROVIDE ALTERNATE PRICE FOR STANDING SEAM METAL ROOFING FLAT TRIM WITH DRIP EDGE AT ALL WINDOWS IN WOOD SIDING WALLS EXISTING SIDING TO REMAIN PROVIDE NEW TRIM AND FLASHING AS NEEDED STRIP AND REFINISH EXISTING REMOVED DOORS. REHANG IN ORIGINAL POSITION. PROVIDE NEW HARDWARE AS SCHEDULED. TYPICAL AT ALL EXISTING DOORS. CONFIRM 32" MIN CLEAR OPENING. REPAIR ANY DAMAGED WOOD. INSTALL NEW HARDWARE. PAINT. RESTORE ALL EXISTING WOOD WINDOWS UNLESS NOTED OTHERWISE. REMOVE ALL SOFT OR DAMAGED WOOD. REUSE AS MUCH ORIGINAL WOOD AS POSSIBLE. SPLICE IN MINIMAL NEW WOOD NECESSARY FOR REPAIR. PROTECT EXISTING GLASS. INSTALL NEW GLASS AS NEEDED. REFINISH. PROVIDE NEW HARDWARE WHERE MISSING - MATCH TO EXISTING. REINSTALL REMOVED SASHES IN ORIGINAL LOCATION. ENSURE FULL WORKING CONDITION. REFER TO WINDOW SCHEDULE. SECURE EXISTING DOOR IN CLOSED POSITION NEW WOOD WINDOW IN REOPENED EXISTING LOCATION PAINT EXISTING PAINTED EXTERIOR BRICK - FIELD COLOR AND 2 ACCENTS CLEAN, REMOVE LOOSE PAINT AND RUST FROM CHIMNEY CAP. REPAINT EXTERIOR SOFFIT LIGHTING REFER TO SCHEDULE ON ELECTRICAL SHEETS EXTERIOR PORCH LIGHTING REFER TO SCHEDULE ON ELECTRICAL SHEETS EXTERIOR SECURITY LIGHTING REFER TO SCHEDULE ON ELECTRICAL SHEETS 04 0322.G 04 0322.H 04 0322.I 04 0322.J 04 0322.K 04 0342.C 06 1063.D 06 2013.A 06 2013.B 06 2013.D 06 2013.E 06 2013.F 07 2100.B 07 2100.C 07 3113.A 07 4620.E 07 4620.G 08 0314.A 08 0314.B 08 0352.A 08 1433.B 08 5200.B 09 9113.A 09 9113.C 26 5600.A 26 5600.C 26 5600.D PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. EXTERIOR ELEVATIONS A201 t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 5 3 : 2 5 : 6 2 2 0 2 0 1 / 6 / 09 9113.C 04 0322.K 07 4620.E W2.5 W2.4 08 0352.A W2.3 W2.16 06 2013.E 04 0342.C 09 9113.A 08 1433.A 09 9113.A 03 3000.B 07 4620.D 08 3113.B 112 W1.7 W1.5 W1.4 W1.3 08 0352.A W1.15 07 4620.F 08 3113.B 04 0342.B 07 6200.B 07 6200.A 07 3113.A 07 2100.B 04 0322.D 08 0352.A 07 4620.B 07 4620.C 03 3000.D 04 0322.F 08 5200.A 07 4620.E 07 4620.A 08 5200.A 05 7300.A 03 3000.B 07 4620.C 07 2100.C 09 9113.C 04 0322.K 09 9113.C 04 0322.K 07 6200.B GENERAL NOTES - EXTERIOR ELEVATIONS PAINT ENTIRE BUILDING FIELD COLOR AND TWO ACCENTS. 1. 2. REMOVE PAINT FROM ORNAMENTAL BRICK HEADERS. 3. REROOF ENTIRE BUILDING. REFER TO STRUCTURAL DRAWINGS FOR UPGRADES TO ROOF STRUCTURE. 4. REFER TO SCHEDULES FOR WINDOW AND DOOR WORK. 5. ASSUME 25% OF FASCIA AND SOFFITS TO BE REPLACE. PROVIDE A LINEAR FOOT UNIT PRICE FOR ADDITIONAL REPPLACEMENT. 6. REMOVE ALL WIRING , JUCTION BOXES, LIGHTING AND OTHER 7. SERVICES UNLESS INDICATED TO REMAIN. TEMPORARY HVAC, SECURITY AND OTHER SERVICES MAY REMAIN DURING CONSTRUCTION. REMOVE AS REQUIRED FOR NEW WORK. ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 10 JUNE 2022 202122 ZWR DDC REVISIONS: NO REFERENCE ISSUED ROOF 22' - 0" 06 2013.B 08 0352.A 05 7300.B 06 2013.A 09 9113.A LEVEL 2 12' - 0" 06 2013.B 26 5600.C 08 0352.A " 6 - ' 3 03 3000.E GROUND LEVEL 0" 07 3113.A 07 2100.B ROOF 22' - 0" 08 0352.A 09 9113.B 09 9113.A LEVEL 2 12' - 0" 07 2100.A 07 4620.A 05 7300.A 06 1063.C 03 3000.A GROUND LEVEL 0" 07 2100.C KEYNOTES REMOVE EXISTING FIRST FLOOR HIGH WINDOWS IN THIS AREA CONCRETE FOUNDATION, REFER TO STRUCTURAL CONCRETE STAIR AND LANDING REMOVE EXISTING CISTERN CAP, FILL WITH SAND, INSTALL NEW CONCRETE CAP REPAIR CONCRETE SKIRT AT REMOVED STAIR INSPECT AND REPAIR MASONRY HEADER AS NEEDED REMOVE EXISTING PARGE AT CISTERN, REPAIR BRICK AND MORTAR WALL LEAVE EXPOSED CONFIRM TO/FOR STRUCTURAL THAT ALL CHIMNEY'S ARE PROPERLY SUPPORTED TO GRACE AND PATCH AND REPAIR CRACKED OR MISSING PARGE OVER FOUNDATION WALL IN THIS AREA CLEAN STONE. CHECK FOR LOOSE OR MISSING MORTAR. FILL IN MISSING STONE TO MATCH EXISTING REMOVE PAINT FROM STONE. REPAIR CHIPS AND CRACKS IN STONE USING A CATHEDRAL STONE PRODUCT AS RECOMMENDED BY MANUFACTURER FOR SPECIFIC DAMAGE. FOLLOW MANUFACTURERS INSTRUCTIONS FOR PRODUCT USED. TYPICAL ALL SILLS AND HEAD AND SURROUND METAL GUARDRAIL AND HAND RAILINGS PROVIDE STEEL TUBE AND FASTENERS TO MEET REQUIRED HEIGHT AND 4" MAX SPACING. DO NOT TOUCH EXISTING COLUMNS TO REMAIN. REMOVE DECAYED WOOD REFER TO STRUCTURAL DRAWINGS REPLACE EXISTING GUARD WITH NEW TREATED WOOD GUARD TO MATCH 1974 PHOTO INSPECT SPINDLES AND WOOD REPLACE MISSING, DAMAGED AND DECAYED PIECES IN TRANSOM RAIL TO MATCH REMOVE ROTTEN SOFFIT BOARDS REPLACE WITH BOARDS OF SAME SIZE AND PROFILE WOOD R13 MINERAL WOOL BATT INSULATION IN RECONSTRUCTED WALLS R38 MINERAL WOOL BATT INSULATION IN ATTIC R30 MINERAL WOOL BATT INSULATION UNDER FLOOR IN CRAWL SPACE ASPHALT SHINGLE ROOFING W/ FULL ICE AND WATER SHIELD UNDERLAYMENT PROVIDE ALTERNATE PRICE FOR STANDING SEAM METAL ROOFING SUPPLEMENT EXISTING SIDING WITH NEW TO MATCH IN SIZE AND PROFILE. RUN SIDING SO THE JOINT BETWEEN OLD AND NEW IS NOT VISIBLE. RECONSTRUCTED WALLS TO RECEIVE WOOD SIDING TO MATCH SIZE AND PROFILE OF EXISTING OVER ZIP SHEATHING WITH 1" CONTINUOUS INSULATION AND AIR BARRIER. ALIGN JOINTS WITH EXISTING SIDING. SHIFT EXISTING AS NECESSARY TO ALIGN JOINTS ON ALL SIDING WALLS TRIM, WATERTABLE AND SILL BOARDS TO MATCH EXISTING. NEW WATER TABLE TO MATCH EXISTING WHERE DAMAGED OR MISSING FLAT TRIM WITH DRIP EDGE AT ALL WINDOWS IN WOOD SIDING WALLS SEAL JOINT, INSTALL TRIM TIGHT TO BRICK WALL GUTTER AND DOWNSPOUT IT APPEARS THE EXISTING BUILDING HAD INTERNAL GUTTERS AND DOWNSPOUTS. IT IS UNCLEAR IF THEY ARE STILL FUNCTIONAL. CONTRACTOR TO INVESTIGATE. RESTORE ALL EXISTING WOOD WINDOWS UNLESS NOTED OTHERWISE. REMOVE ALL SOFT OR DAMAGED WOOD. REUSE AS MUCH ORIGINAL WOOD AS POSSIBLE. SPLICE IN MINIMAL NEW WOOD NECESSARY FOR REPAIR. PROTECT EXISTING GLASS. INSTALL NEW GLASS AS NEEDED. REFINISH. PROVIDE NEW HARDWARE WHERE MISSING - MATCH TO EXISTING. REINSTALL REMOVED SASHES IN ORIGINAL LOCATION. ENSURE FULL WORKING CONDITION. REFER TO WINDOW SCHEDULE. PROVIDE 4 PANEL WOOD DOOR REFER TO SCHEDULE REPLACE EXISTING CRAWL SPACE DOOR, FRAME AND HARDWARE APPROX. 24" X 30" MIN WOOD WINDOW PER SCHEDULE PAINT EXISTING PAINTED EXTERIOR BRICK - FIELD COLOR AND 2 ACCENTS PAINT RECONSTRUCTED SIDING WALLS - FIELD COLOR AND 2 ACCENTS CLEAN, REMOVE LOOSE PAINT AND RUST FROM CHIMNEY CAP. REPAINT EXTERIOR PORCH LIGHTING REFER TO SCHEDULE ON ELECTRICAL SHEETS EXTERIOR SECURITY LIGHTING REFER TO SCHEDULE ON ELECTRICAL SHEETS 02 4296.BF 03 3000.A 03 3000.B 03 3000.D 03 3000.E 04 0322.D 04 0322.F 04 0322.K 04 0342.A 04 0342.B 04 0342.C 05 7300.A 05 7300.B 06 1063.C 06 2013.A 06 2013.B 06 2013.E 07 2100.A 07 2100.B 07 2100.C 07 3113.A 07 4620.A 07 4620.B 07 4620.C 07 4620.D 07 4620.E 07 4620.F 07 6200.A 07 6200.B 08 0352.A 08 1433.A 08 3113.B 08 5200.A 09 9113.A 09 9113.B 09 9113.C 26 5600.C 26 5600.D PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW. IT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DONNA CARTER TEXAS REGISTRATION NUMBER #8207 Y E L R O M - D N O M Y A R E S U O H I I N O T A T L B A H E R I R O L Y A B 0 1 5 3 0 7 8 7 S A X E T , I N T S U A Copyright Carter Design Associates, Inc. EXTERIOR ELEVATIONS A202 2 SOUTH ELEVATION 1/4" = 1'-0" 09 9113.C 04 0322.K 09 9113.C 04 0322.K 04 0342.C 09 9113.C 04 0322.K 09 9113.A W1.8 W0.1 W2.10 W2.9 W2.8 W2.7 W2.6 07 4620.A 02 4296.BF 07 3113.A 07 2100.B 04 0322.D 26 5600.D 08 1433.A 07 4620.A 09 9113.B 07 4620.B 07 2100.A W1.6 103 08 0352.A 04 0342.A 1 WEST ELEVATION 1/4" = 1'-0" t v r . K F 4 2 Z 1 a d c _ r o y a B 0 1 5 \ h t a P l t c e o r P j \ : E M P 8 3 : 2 5 : 6 2 2 0 2 0 1 / 6 /