D.12.1 - 502 E 42nd St - plans — original pdf

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GENERAL PROJECT NOTES GENERAL PROJECT NOTES 1. CONSTRUCTION DOCUMENTS MAKE NO WARRENT AS TO EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONSTRUCTION AND FRAMING PRIOR TO DEMOLITION AND CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NEW CONSTRUCTION WITH EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BY THE CONTRACT DOCUMENTS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS. REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED TO INSTALL NEW FINISHES, INCLUDING BUT NOT LIMITED TO: PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES, TELEVISION BRACKETS, WALL OUTLET COVERS, TOILET ACCESSORIES, CORNER GUARDS, ETC. SAVE FOR REINSTALLATION AFTER COMPLETION OF FINISH WORK. PROTECT ALL EXISTING FINISHES, DOOR FRAMES, EQUIPMENT AND MATERIALS THAT ARE TO REMAIN IN PLACE. DAMAGE TO EXISTING COMPONENTS BY CONTRACTOR SHALL BE REPLACED WITH NEW MATERIAL OF LIKE KIND AND QUALITY THAT MATCH THE EXISTING STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING EXISTING SURFACES TO RECEIVE NEW FINISHES SCHEDULED. 4. ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT EXCEED A SLOPE OF 1:50 14 . PROTECT EXISTING VEGETATION, INCLUDING EXISTING TREES DURING CONSTRUCTION. REVEGETATE DAMAGED AREAS ADJACENT TO NEW CONSTRUCTION; CONTRACTOR SHALL MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER INITIAL PLANTING 5. THE DRAWINGS INDICATE BUILDING CONDITIONS PER EXISTING DRAWINGS AND ACTUAL PROJECT INVESTIGATION. THE CONTRACTOR SHALL ANTICIPATE POSSIBLE SLIGHT DEVIATION FROM THESE DRAWINGS. REFER TO ARCHITECTURAL & MEP DRAWINGS AND DETAILS FOR EXTENT OF DEMOLITION. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 7. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE AND ACCESSIBLE TO BUILDING OCCUPANTS. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 8. REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO ALLOW FOR THE INSTALLATION AND CONNECTION OF NEW WORK, COORDINATE THE WORK WITH THE HVAC, PLUMBING AND ELECTRICAL DEMOLITION DRAWINGS. 9. REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED IN A SAFE, ORDERLY AND CAREFUL MANNER, WITH THE CONSIDERATION AT ALL TIMES FOR THE SAFETY AND WELFARE OF THE OWNER, BLDG. OCCUPANTS, & PERSONNEL OF THE CONTRACTOR AND/OR SUBCONTRACTOR. 10 . 11 . MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL TIMES. COORDINATE ANY UTILITY DOWNTIMES W/ OWNER. PROVIDE 72 HOUR ADVANCE NOTICE TO THE OWNER OF INTENDED UTILITY SHUT DOWN AND/OR DISRUPTION. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR OWNER'S REPRESENTATIVE. ALL ITEMS OTHER THAN FINISH MATERIALS TO BE REMOVED AS PART OF THIS CONTRACT ARE INDICATED WITH DASHED LINES ON DEMOLITION SHEETS. DISPOSE OF THESE MATERIALS AND ITEMS AFTER CHECKING WITH OWNER FOR ITEMS TO BE SALVAGED. SALVAGE ANY ITEMS REQUIRED TO COMPLETE NEW WORK. 15 . REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OTHER WORK. ELECTRICAL AND MECHANICAL INSTALLATIONS MAY REQUIRE WORK ABOVE EXISTING CEILINGS BOTH IN THE AREA OF WORK AND IN ADJACENT AREAS (POSSIBLY ON OTHER FLOORS). REMOVE AND REINSTALL (OR REPLACE) CEILING TILES AND GRID AS REQUIRED. REMOVE GYPSUM BOARD AT WALLS AND CEILINGS AND REPLACE AS REQUIRED. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL OUTLETS & FIXTURES IN REMODELED AREAS ARE TO BE REMOVED & RETURNED TO OWNER. SEE ELECTRICAL SHEETS FOR DEVICES & CIRCUITS TO BE REUSED. ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE REMOVED AND TERMINATED AT DESIGNATED POINTS. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY COMPANIES, AND OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE USE OF THE OCCUPIED SPACES IN THE BUILDING. IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR CUTTING THE SLAB OR REMOVING A PARTITION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT IMMEDIATELY. ANY EXISTING TO REMAIN FIREPROOFING OR FIRE ASSEMBLIES DAMAGED DURING CONSTRUCTION ARE TO BE REPAIRED TO ORIGINAL FIRE PROTECTION REQUIREMENTS. IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING STRUCTURE OPENED DURING DEMOLITION WITH FIRESTOPPING MATERIAL AND/OR WATERPROOFING. 22 . SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILINGS AT RATED FIRE WALLS IN AREAS OF WORK. 12 . 13 . 16 . 17 . 18 . 19 . 20 . 21 . KEVIN.OLSEN@GMAIL.COM | 512-827-8247 T E E R T S D N 2 4 T S A E T E E R T S D N 2 4 E 2 0 5 1 5 7 8 7 X T , N I T S U A FRONT ENTRY ABV ACOUS ADJ AFF ALUM ALT ANOD APPROX AWP ABOVE ACOUSTICAL ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED APPROXIMATELY ACOUSTICAL WALL PANEL BOARD BUILDING BOTTOM BOTH WAYS BENCH MARK BD BLDG BOT BW BM C CC CK CAB CB CFCI CFOI CFT CG CL, CLG CI CLO CLR CMP CMS CMT CMTB CMTW CMU CO COL CONC CONST CR CORR CPT CPTB CT CTB CTW CTSK CYD CHANNEL CUBICAL CURTAIN CORK CABINET CHALK BOARD CONTRACTOR FURNISH CONTRACTOR INSTALL CONTRACTOR FURNISH OWNER INSTALL CUBIC FOOT CORNER GUARD CENTER LINE CEILING CAST IRON CLOSET CLEAR CROWN MOLDING PAINTED CROWN MOLDING STAINED CERAMIC MOSAIC TILE CERAMIC MOSAIC TILE BASE CERAMIC MOSAIC TILE WALL CONCRETE MASONRY UNIT CASED OPENING COLUMN CONCRETE CONSTRUCTION CHAIR RAIL CORRIDOR CARPET CARPET BASE CERAMIC TILE CERAMIC TILE BASE CERAMIC TILE WALL COUNTERSINK CUBIC YARD D DBL DEMO DEPT DF DIA or Ø DIM DIV DL DN DS DSP DTL DWG E EA EF EFB EJ EG EL ET ETB ELECT EM EMER ENCL EP EQ EQUIP EWC EXP EXIST EXT FA FBO FD FE FEC FFE FHC FHVC FE FLR FOC FOF FOM FOS FPRF DRAIN DOUBLE DEMOLISH, DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DIVISION DEAD LOAD DOWN DOWN SPOUT DRY STAND PIPE DETAIL DRAWING EAST EACH EPOXY FLOOR EPOXY FLOOR BASE EXPANSION JOINT END GUARD ELEVATION EPOXY TERRAZZO FLOOR EPOXY TERRAZZO BASE ELECTRICAL ENTRANCE MAT EMERGENCY ENCLOSURE EPOXY PAINT EQUAL EQUIPMENT ELECTRIC WATER COOLER EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FIRE HOSE CABINET FIRE HOSE VALVE CABINET FINISHED END FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIREPROOFING FRT FT FURR FV FWC GA GALV GB GC GCLU GI GL GLB GMT GMTW GR GYP GYP BD HC HDR HDW HDWD HGT HM HORIZ HP HR HVAC ID INCL INSUL INT IPS J JAN JT KIT KO L LAB LAM LH LI LIB LIT LL FIRE RESISTANT TREATED FOOT FURRING FIELD VERIFY FABRIC WALL COVERING GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZED CMU GALVANIZED IRON GLASS GLASS BLOCK GLASS MOSAIC TILE GLASS MOSAIC TILE WALL GRADE GYPSUM GYPSUM BOARD HOLLOW CORE HEADER HARDWARE HARDWOOD HEIGHT HOLLOW METAL HORIZONTAL HIGH POINT HANDRAIL HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCLUDING INSULATION INTERIOR IRON PIPE SIZE JOIST JANITOR JOINT KITCHEN KNOCKOUT LENGTH/LONG LABORATORY LAMINATE LEFT HAND LINOLEUM LINOLEUM COVED BASE LINOLEUM TILE LIVE LOAD M MAS MAX MDF MED MEMB MTL MFGR MH MIN MISC MM MO MOD MTD MUL N NAT NIC NO or # NOM NRC NTS OC OD OFD OFF OFOI OFCI OVH OH OPNG OPP P PARA PBD PCF PERF PERI PFL PL PLAM PLAS PLYWD PP PPB PPW PR METER MASONRY MAXIMUM MEDIUM DENSITY FIBER BOARD MEDIUM MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MILLIMETER MASONRY OPENING MODULAR MOUNT(ED) (ING) MULLION NORTH NATURAL NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OFFICE OWNER FURNISH OWNER INSTALL OWNER FURNISH CONTRACTOR INSTALL OVERHEAD OPPOSITE HAND OPENING OPPOSITE PAINT(ED) PARALLEL PARTICLE BOARD POUNDS PER CUBIC FOOT PERFORATED PERIMETER POUNDS PER LINEAR FOOT PLATE PLASTIC LAMINATE PLASTER PLYWOOD PORCELAIN PAVER PORCELAIN PAVER BASE PORCELAIN PAVER WALL PAIR PSF PSI PT QT QTB RI R RB RCP RD REF REFR REINF REQ REV RH RM ROW RVWC S SB SC SCHED SECT SHR SIM SPECS SPK SQ SS ST STC STW STB STC STD STL STO STRUCT SV SVB SYM SYS POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED QUARRY TILE QUARRY TILE BASE RISER RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFRIGERATOR REINFORCING REQUIRE(D) (ING) REVISION RIGHT HAND ROOM(S) RIGHT OF WAY RIGID VINYL WALL COVERING SOUTH SPLASH BLOCK SOLID CORE SCHEDULE SECTION SHOWER SIMILAR SPECIFICATION(S) SPEAKER SQUARE STAINLESS STEEL STONE STONE COUNTERTOP STONE WALL STONE BASE STAINED CONCRETE STANDARD STEEL STORAGE STRUCTURAL SHEET VINYL SHEET VINYL COVED BASE SYMMETRICAL SYSTEM TACK BOARD TOP OF CURB TOP OF STRUCTURAL STEEL TELEPHONE THICK TOP OF BEAM TOP OF PAVEMENT TOP OF MASONRY TOP OF STEEL (BOTTOM OF ROOF DECK) TOILET PARTITION TELEVISION TYPICAL TERRAZZO TERRAZZO BASE TB TOC TOSC TEL THK TOB TOP TOM TOS TP TV TYP TZ TZB UC UNO USC VAR VB VB VCT VERT VEST VT VTR VWC UNDERCUT UNLESS OTHERWISE NOTED UNDER SEPARATE CONTRACT VARNISH VAPOR BARRIER VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL TILE VENT THROUGH ROOF VINYL WALL COVERING WEST WITH WOOD BASE PAINTED WOOD BASE STAINED WATER CLOSET WOOD WOOD STAINED WINDOW WITHOUT WOOD PANELING PREFINISHED WOOD PANELING PAINTED WOOD PANELING STAINED WATER STOP W W/ WBP WBS WC WD WDS WIN W/O WP WPP WPS WS WSCT WAINSCOT WT WWF WEIGHT WELDED WIRE FABRIC ALL DRAWING SCALES ARE HALF OF NOTED SCALE WHEN PRINTED ON 11"X17" SHEET, U.N.O. 01/18/2021 THESE PLANS, DRAWINGS, AND SPECIFICATIONS ARE THE PROPERTY OF KEVIN OLSEN AND ANY USE IN WHOLE OR PART WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT © 2021 KEVIN OLSEN REVISION SCHEDULE NUM DESCRIPTION DATE 01/18/2021 COVER SHEET A0.0 KEVIN OLSEN 26918 Mark TYPE MARK COUNT WIDTH HEIGHT DESCRIPTION MANUFACTURER FINISH KEVIN.OLSEN@GMAIL.COM | 512-827-8247 DOOR SCHEDULE SIZE DOOR D01 D02 D03 D04 D05 D06 D59 D60 D61 Grand total: 9 22 24 22 3 3 10 6 3 3 1 1 1 1 1 1 1 1 1 3' - 0" 2' - 8" 3' - 0" 2' - 8" 2' - 8" 5' - 0" 3' - 0" 2' - 8" 2' - 8" 8' - 0" 8' - 0" 8' - 0" 6' - 8" 6' - 8" 8' - 0" 6' - 8" 6' - 8" 6' - 8" WOOD EXTERIOR DOOR WOOD INTERIOR DOOR WOOD EXTERIOR DOOR SINGLE FLUSH DOOR SINGLE FLUSH DOOR BIFOLD DOOR SINGLE FLUSH DOOR SINGLE FLUSH DOOR SINGLE FLUSH DOOR GENERIC GENERIC GENERIC GENERIC GENERIC GENERIC GENERIC GENERIC GENERIC MARK TYPE MARK WIDTH OPERATION WINDOW SCHEDULE GLAZING TYPE SILL HEIGHT HEIGHT W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 W15 W16 W17 01 02 02 03 05 05 03 02 02 06 06 07 06 31 31 31 31 1' - 6" 2' - 6" 2' - 6" 2' - 6" 5' - 0" 5' - 0" 2' - 6" 2' - 6" 2' - 6" 4' - 1 1/2" 4' - 1 1/2" 2' - 1 1/2" 4' - 1 1/2" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 8' - 0" 5' - 0" 5' - 0" 5' - 0" 1' - 6" 1' - 6" 5' - 0" 5' - 0" 5' - 0" 0' - 3 81/128" 0' - 3 81/128" 0' - 3 81/128" 0' - 3 81/128" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 0' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 6" 6' - 6" 3' - 0" 3' - 0" 3' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" FIXED PICTURE WINDOW SINGLE-HUNG SINGLE-HUNG SINGLE-HUNG, EGRESS WINDOW FIXED PICTURE WINDOW FIXED PICTURE WINDOW SINGLE-HUNG, EGRESS WINDOW SINGLE-HUNG SINGLE-HUNG FIXED SKYLIGHT FIXED SKYLIGHT FIXED SKYLIGHT FIXED SKYLIGHT FIXED PICTURE WINDOW FIXED PICTURE WINDOW FIXED PICTURE WINDOW FIXED PICTURE WINDOW SAFETY SAFETY SAFETY SAFETY SHEET LIST COVER SHEET SURVEY AND SCHEDULES DEMO PLAN TREE PROTECTION SITE PLAN FLOOR PLAN ELEVATIONS A0.0 A0.1 A0.2 A0.3 A1.0 A1.1 A2.0 GENERAL NOTES GENERAL DEMOLITION NOTES GENERAL STAIR NOTES VISITABILITY NOTES. STAIRS TO COMPLY WITH IRC 2012 1. PER ORDINANCE NO. 20140130-21, IN REFERENCE TO LEVEL 1 BATHROOM. 1. ALL CEILINGS TO BE MINIMUM 8'-0" AFF, UNO 2. ALL CEILINGS TO BE 5/8" GYPSUM, UNO 3. NEW SMOKE DETECTORS (S) TO BE INSTALLED AS INDICATED & NO CLOSER THAN 3' TO AN AIR SOURCE, PER IRC R314 4. NEW CARBON MONOXIDE DETECTORS (C) TO BE INSTALLED AS INDICATED & NO CLOSER THAN 3' TO AN AIR SOURCE, PER IRC R315 5. LOCAL EXHAUST SYSTEMS (E) INDICATED ON PLAN IN BATHROOMS, TO BE VENTED DIRECTLY TO THE OUTDOORS PER IRC R303.3 6. LIGHT FIXTURES IN CLOSETS TO COMPLY WITH 4003.12 7. LIGHT SWITCHES & ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL 8. STAIR DESIGN CONFIGURATION AND CONSTRUCTION TO COMPLY WITH ALL 2012 IRC REQUIREMENTS. 9. ALL DOORS TO BE INSTALLED 4" FROM ADJACENT PERPINDICULAR DOOR, UNO GENERAL WINDOW NOTES 1. 2. 3. 4. WINDOWS MUST HAVE GUARDS OR SAFETY GLAZING IF THEY MEET THE FOLLOWING FOUR (4) CONDITIONS: AREA OF GLAZING IS 9 SF OR LARGER, SILL HEIGHT IS LESS THAN 18" AFF, HEAD HEIGHT IS MORE THAN 36" AFF AND GLAZING IS WITHIN 36" OF A WALKWAY PER IRC R312.2 WINDOWS WITHIN 24" INCHES OF ALL DOORS AND WITH A SILL LESS THAN 60" TO BE SAFETY GLAZING PER IRC R308.4.2 ALL OTHER WINDOWS TO HAVE SAFETY GLAZING AS NOTED EGRESS WINDOWS TO BE A MINIMUM SIZE OF 20" X 24" / 5.7 SQ FT, PER IRC R310 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BT THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN COMFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL UTILITY COMPANIES, AND THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO NOT TO INTERFERE WITH USE OF THE OCCUPIED SPACES IN THE BUILDING REMOVE ALL MISCELLANEOUS DEVICES AS REQUIED TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES, TELEVISION BRACKETS, WALL OUTLET COVERS, ETC. SAVE FOR REINSTALLATION AFTER COMPLETION OF FINISH WORK CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE FOR INFECTIOUS CONTROL MEASURES DURING CONSTRUCTION DASHED WALLS INDICATE WALLS, DOORS, FIXTURES, CASEWORK, ETC. TO BE REMOVED IN THEIR ENTIRETY ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR THE OWNERS'S REPRESENTATIVE INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING SLAB OPEN DURING DEMOLITION WITH FIRESTOPPING MATERIAL AND WATERPROOFING SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILING AT FIRE RATED AND SMOKE PARTITIONS IN AREAS OF WORK AS REQUIRED TO MAINTAIN RATING 1. 2. 3. 4. 5. 6. 7. 8. 9. STAIRWAY WIDTH TO BE A MINIMUM OF 36" - HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2" INTO CLEAR WIDTH MINIMUM HEADROOM TO BE 6' -8" STAIRWAY VERTICAL RISE NOT TO EXCEED 12'-0" MAXIMUM RISER HEIGHT TO BE 7 3/4" MEASURED VERTICALLY BETWEEN LEADING EDGES MINIMUM TREAD DEPTH TO BE 10" MEASURED VERTICALLY BETWEEN VERTICAL SURFACES LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF EACH STAIRWAY - MINIMUM WIDTH AND DEPTH SHALL NOT BE LESS THAN THE MINIMUM WIDTH OF THE STAIR SERVED HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS STAIR RUN HANDRAILS ADJACENT TO WALLS WILL HAVE A MINIMUM OF 1 1/2" CLEAR SPACE BETWEEN WALL 10. TYPE 1 HANDRAIL: CIRCULAR GRIP SIZE TO HAVE AN OUTSIDE DIAMETER OF 1 1/2" TO 2" - IF NOT CIRCULAR, GRIP TO HAVE A MAXIMUM CROSS SECTION DIMENSION OF 2 1/4" WITH A PERIMETER BETWEEN 4' AND 6 1/4" 11. WHERE GUARDRAILS ARE USED AS HANDRAILS AT STAIRS - GUARDRAILS SHALL NOT BE LESS THAN 34" AND NO MORE THAN 36" IN HEIGHT 12. AT ALL OTHER LOCATIONS WHERE GUARDRAILS ARE LOCATED THEY WILL BE A MINIMUM OF 36" IN HEIGHT 13. GUARDRAILS SHALL BE DESIGNED SO A 4" SPHERE SHALL NOT BE ABLE TO PASS 2. MINIMUM CLEAR OPENING OF 30" IS REQUIRED FOR BATHROOMS PER R320.3 3. LATERAL 2" X 6" OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS 4. THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF WALL LOCATED DIRECTLY BEHIND THE LAVATORY 5. ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT EXCEED A SLOPE OF 1:50. 6. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48 INCHES ABOVE THE INTERIOR FLOOR LEVEL 7. OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15 INCHES ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES 8. VISITABILITY ROUTES MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINING AT THE VISITABLE ENTRANCE T E E R T S D N 2 4 T S A E T E E R T S D N 2 4 E 2 0 5 1 5 7 8 7 X T , N I T S U A 01/18/2021 THESE PLANS, DRAWINGS, AND SPECIFICATIONS ARE THE PROPERTY OF KEVIN OLSEN AND ANY USE IN WHOLE OR PART WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT © 2021 KEVIN OLSEN REVISION SCHEDULE NUM DESCRIPTION DATE 01/18/2021 SURVEY AND SCHEDULES A0.1 1 SITE SURVEY 12" = 1'-0" ALL DRAWING SCALES ARE HALF OF NOTED SCALE WHEN PRINTED ON 11"X17" SHEET, U.N.O. KEVIN OLSEN 26918 GARAGE EXISTING - NORTH GARAGE EXISTING - WEST GARAGE EXISTING - SOUTH RESIDENCE EXISTING - EAST RESIDENCE EXISTING - NORTH EXISTING ONE-STORY RESIDENCE DEMOLISH REAR WALL DEMOLISH FLATWORK 2 1 ' - 1 0 1 / 4 " " 3 - ' 2 1 12' - 5 1/4" 4' - 11 5/8" PARTIAL FINISH DEMOLITION PARTIAL WALL DEMOLITION PARTIAL WALL DEMOLITION 2' - 1 3/4" 16' - 2 1/8" EXISTING COLUMN AND BASE TO BE DEMOLISHED DEMOLISH GARAGE DOOR 1 DEMO PLAN 1/4" = 1'-0" N N TRUE PROJECT ALL DRAWING SCALES ARE HALF OF NOTED SCALE WHEN PRINTED ON 11"X17" SHEET, U.N.O. 01/18/2021 DEMO PLAN A0.2 KEVIN.OLSEN@GMAIL.COM | 512-827-8247 T E E R T S D N 2 4 T S A E T E E R T S D N 2 4 E 2 0 5 1 5 7 8 7 X T , N I T S U A 01/18/2021 THESE PLANS, DRAWINGS, AND SPECIFICATIONS ARE THE PROPERTY OF KEVIN OLSEN AND ANY USE IN WHOLE OR PART WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT © 2021 KEVIN OLSEN REVISION SCHEDULE NUM DESCRIPTION DATE KEVIN OLSEN 26918 1/4" / 1'-0" POOL 94 SF " 0 - ' 1 / " 4 / 1 EXISTING NON-COMPLIANT STRUCTURE " 0 1 - ' 3 1 POOL 94 SF OPEN POOL CABANA EXISTING FENCE EXISTING NON-COMPLIANT STRUCTURE IMPACT 61 SF 8" HACKBERRY PROPERTY LINE 5' REAR SETBACK EXIST. SHED ROOF EM 1 " / 1 ' - 0 " 12" HACKBERRY A2.0 3 10" HACKBERRY ROOF PARAPET LOW-SLOPE ROOF I E N L Y T R E P O R P K C A B T E S E D S I ' 5 A2.0 1 4" / 1'-0" 4" / 1'-0" GABLED ROOF ADDITION, MATCH EXISTING ROOF SLOPE SKYLIGHT IN EXISTING ROOF W13 06 4" / 1'-0" 4" / 1'-0" I G N N W A D E R E V E L T N A C I I W11 06 " 0 - ' 1 / " 4 / 1 1/4" / 1'-0" W10 06 " 0 - ' 1 / " 4 / 1 1/4" / 1'-0" ROOF DRAIN ADDITION K C A B T E S E D S I ' 5 E N L I Y T R E P O R P 2 A2.0 SKYLIGHT W12 07 ROOF PARAPET LOW-SLOPE ROOF ROOF DRAIN 4 A2.0 PROPERTY LINE 6 1 5 ' 20' ALLEY (PLAT) 5' 1 6 FENCE ALONG PROPERTY LINE S60°00'00" E 49.88' (S60° E 50') 13" HACKBERRY 8" HACKBERRY ELEC O/H ELEC. POLE AUTOMATIC CLOSING GATE PROPERTY LINE 5' REAR SETBACK 1 0 ' - 7 1 / 4 " SETBACK PER A.E. EXIST. WOOD SHED TO REMAIN EM ELEC OVERHEAD OVERHEAD ELEC SERVICE TO METER LOOP " 0 - ' 7 " 0 - ' 3 EXISTING FENCE ELEC METER LOOP ELEC UNDERGROUND SERVICE 27' - 1 3/8" 12" HACKBERRY A2.0 3 10" HACKBERRY 8' - 10" ALIGN 6' - 0" I G N N W A 28 SF COPING ROOF LINE LANDING -0' - 6" 0' - 0" -0' - 6" 18" PECAN CRZ COVERAGE: EXISTING: 1,018 SF NO IMPACTS 1/2 CRZ CRZ R 1 8 ' - 0 " R 9' - 0" ' E " 6 0 0 0 ° 0 3 N ' ) ' 0 3 1 E 0 0 ° 0 3 N ( ' 7 0 . 0 3 1 I E N L Y T R E P O R P A2.0 1 K C A B T E S E D S I ' 5 ROOF LINE 0' - 0" -0' - 4" COVERED PORCH 4 A2.0 1' - 0 " R 2 R 10' - 6" 1/2 CRZ CRZ PROPERTY LINE N59°40'59" E 49.88' (N60° 50') 21" SPANISH OAK CRZ COVERAGE EXISTING: 1,037 SF REMAINING: 1,037 SF 74.8% REMAINING EXIST SIDEWALK 614' 3' 1 6 EAST 42N ST. (56' ROW) ' 5 3 . 0 3 1 ' E " 0 0 0 0 ° 0 3 N I E N L Y T R E P O R P ) ' 0 3 1 ( 2 A2.0 614' . Q E L O O P E C N E F K C A B T E S E D S I ' 5 " 0 - ' 4 ADDITION F.F.E. = 614.83' -0' - 6" -0' - 6" DN AWNING 15' - 4 7/8" 2 STEPS @ 6" RISE ROOF LINE EXISTING FLATWORK EXISTING FENCE EXISTING PAVED PARKING STRIPS " 8 / 5 1 1 - ' 6 3 3' 1 6 ROOF LINE COA CITY PARKING SPOT 8'-6" X 17'-0" COA CITY PARKING SPOT 8'-6" X 17'-0" KEVIN.OLSEN@GMAIL.COM | 512-827-8247 T E E R T S D N 2 4 T S A E T E E R T S D N 2 4 E 2 0 5 1 5 7 8 7 X T , N I T S U A NOT FOR CONSTRUCTION, PERMITTING, OR BIDDING 01/18/2021 THESE PLANS, DRAWINGS, AND SPECIFICATIONS ARE THE PROPERTY OF KEVIN OLSEN AND ANY USE IN WHOLE OR PART WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT © 2021 KEVIN OLSEN REVISION SCHEDULE NUM DESCRIPTION DATE EXISTING NON-COMPLIANT SETBACK IMPACT EXISTING COMPOSITE SHINGLE ROOF SKYLIGHT AWNING FENCE ALONG PROPERTY LINE EXISTING NON-COMPLIANT SETBACK IMPACT 125 SF LANDING EXISTING ONE-STORY RESIDENCE F.F.E. = 615.33' 2 STEPS @ 6" RISE AUTOMATIC CLOSING GATE 25' SETBACK 25' SETBACK 2 ROOF PLAN 1/8" = 1'-0" 1 SITE PLAN 1/8" = 1'-0" WM EXISTING CURB- CUT TO REMAIN N N 01/18/2021 SITE PLAN TRUE PROJECT ALL DRAWING SCALES ARE HALF OF NOTED SCALE WHEN PRINTED ON 11"X17" SHEET, U.N.O. A1.0 KEVIN OLSEN 26918 REVIEWEDTAPS PERMITTING OFFICEBy gordonm 11:03 am, Jan 29, 2021 1 ' - 0 " / 4 " 4" / 1'-0" 4 " / 1 ' - 0 " EXIST. SINGLE STORY RESIDENCE ADDITION 5' - 0" 45.00° " 0 - ' 5 1 I E N L Y T R E P O R P K C A B T E S 4 SOUTH ELEVATION 1/8" = 1'-0" 5' - 0" ° 0 . 0 5 4 K C A B T E S " 0 - ' 2 3 I E N L Y T R E P O R P T.O.P - NEW 20' - 0" EXISTING PEAK 13' - 2" C.O.A. BLDG HEIGHT 11' - 0 1/4" T.O. PLATE 8' - 10" EXISTING FIRST FLOOR 0' - 0" FIRST FLOOR -0' - 6" SITE -2' - 0" 5' - 0" 45.00° I E N L Y T R E P O R P K C A B T E S ADDITION EXIST. SINGLE STORY RESIDENCE GABLED ROOF ADDITION TO EXISTING ROOF 1 ' - 0 " / 4 " 4" / 1'-0" 3 NORTH ELEVATION 1/8" = 1'-0" EXIST. PIER AND BEAM FOUNDATION NEW WALL 5' - 0" ° 0 . 0 5 4 4 " / 1 ' - 0 " K C A B T E S T.O.P - NEW 20' - 0" EXISTING PEAK 13' - 2" I E N L Y T R E P O R P C.O.A. BLDG HEIGHT 11' - 0 1/4" T.O. PLATE 8' - 10" EXISTING FIRST FLOOR 0' - 0" FIRST FLOOR -0' - 6" SITE -2' - 0" 25' - 0" 40' - 0" MC MANSION TENT 1 40' - 0" MC MANSION TENT 2 25' - 4 1/8" MC MANSION TENT 3 I E N L Y T R E P O R P K C A B T E S T N O R F 1 ' - 0 " / 4 " 4" / 1'-0" EXIST. ROOF PROFILE GABLED ROOF ADDITION TO EXISTING ROOF EXIST. SINGLE STORY RESIDENCE ADDITION 2 EAST ELEVATION 1/8" = 1'-0" 45.00° I E N L Y T R E P O R P K C A B T E S R A E R 1" / 1'-0" EXIST. TO REMAIN 1 WEST ELEVATION 1/8" = 1'-0" 25' - 4 1/8" MC MANSION TENT 3 40' - 0" MC MANSION TENT 2 40' - 0" MC MANSION TENT 1 PARAPET CANTILIVERED AWNING EXISTING ROOF PROFILE GABLED ROOF ADDITION TO EXISTING ROOF " 0 - ' 2 3 4 " / 1 ' - 0 " 1 ' - 0 " / 4 " 4" / 1'-0" K C A B T E S T N O R F OPEN ADDITION EXIST. SINGLE STORY RESIDENCE T.O.P - NEW 20' - 0" EXISTING PEAK 13' - 2" C.O.A. BLDG HEIGHT 11' - 0 1/4" T.O. PLATE 8' - 10" EXISTING FIRST FLOOR 0' - 0" FIRST FLOOR -0' - 6" SITE -2' - 0" 25' - 0" ° 0 . 0 5 4 K C A B T E S R A E R I E N L Y T R E P O R P 1" / 1'-0" EXIST. TO REMAIN T.O.P - NEW 20' - 0" I EXISTING PEAK 13' - 2" C.O.A. BLDG HEIGHT E 11' - 0 1/4" N L T.O. PLATE Y T 8' - 10" R E P EXISTING FIRST O R FLOOR P 0' - 0" FIRST FLOOR -0' - 6" SITE -2' - 0" ALL DRAWING SCALES ARE HALF OF NOTED SCALE WHEN PRINTED ON 11"X17" SHEET, U.N.O. KEVIN.OLSEN@GMAIL.COM | 512-827-8247 T E E R T S D N 2 4 T S A E T E E R T S D N 2 4 E 2 0 5 1 5 7 8 7 X T , N I T S U A 01/18/2021 THESE PLANS, DRAWINGS, AND SPECIFICATIONS ARE THE PROPERTY OF KEVIN OLSEN AND ANY USE IN WHOLE OR PART WITHOUT WRITTEN PERMISSION IS PROHIBITED. COPYRIGHT © 2021 KEVIN OLSEN REVISION SCHEDULE NUM DESCRIPTION DATE 01/18/2021 ELEVATIONS A2.0 KEVIN OLSEN 26918