Historic Landmark CommissionNov. 16, 2020

B.4.1 - 3803 Avenue H - Revised drawings — original pdf

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ABBREVIATIONS 5 AAG AB ABV ACM ACOUS ACR AD ADH ADJ AFF AHJ ALT ALUM ANC ANOD ANSI AP APC APPROX ARCH ASPH ASSY ASTM ATTEN AUTO AV BD BEL BIT BLDG BLKG BM BMJ BN BODT BOST BOW BR BRKT BTM BTW BVL CB CDM CEM CEN CF CFL CFMF CG CH CIV CJ CL CLG CLOS CLR CMU CNTR CO COL COMP CONC COND CONST CONT CORR CPR CPT CRS CS CU CW CY D DATACOM AVERAGE ADJACENT GRADE AIR BARRIER ABOVE ASBESTOS CONTAINING MATERIAL ACOUSTICAL ACRYLIC AREA DRAIN ADHESIVE ADJUSTABLE ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION ALTERNATE ALUMINUM ANCHOR, ANCHORED ANODIZED AMERICAN NATIONAL STANDARDS INSTITUTE ACCESS PANEL ARCHITECTURAL PRECAST CONCRETE APPROXIMATE ARCHITECT, ARCHITECTURAL ASPHALT, ASPHALTIC ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ATTENUATION AUTOMATIC AUDIO VISUAL BOARD BELOW BITUMEN, BITUMINOUS BUILDING BLOCKING BEAM BUILDING MOVEMENT JOINT BULLNOSE BOTTOM OF DOUBLE TEE BOTTOM OF STEEL BOTTOM-OF-WALL BATHROOM BRACKET BOTTOM BETWEEN BEVELED CHALKBOARD CAVITY DRAINAGE MATERIAL CEMENT, CEMENTITIOUS CENTER CUBIC FOOT, CUBIC FEET COUNTERFLASHING COLD FORMED METAL FRAMING CORNER GUARD CHANNEL CIVIL CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN COMPRESSIBLE, COMPRESSED CONCRETE CONDITION CONSTRUCTION CONTINUOUS CORRIDOR COPPER CARPET, CARPETED COURSE, COURSES COUNTERSUNK CUBIC CURTAINWALL CUBIC YARD DEEP, DEPTH DATA AND COMMUNICATION DBL DEG DF DIA DIM DISP DIST DN DP DR DRN DS DTL DW DWG DWR EA EIFS EJ EL ELEC ELEV ENCL EQ EQUIP ETR EW EWC EXH EXP EXST EXT FAB FACP FD FDV FE FEC FF FHC FHVC FBLKG FIN FIXT FLEX FLR FLSHG FNDN FO FP FRJ FRM FRT FSTN FT FTF FTW FUR FURN FUT FXD GA GALV GL GR GYP HARAW HB HC HDOW HDR HDWR HM HOR HR HT DOUBLE DEGREE, DEGREES DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DISTANCE DOWN DIMPOINT, DAMPPROOFING DOOR DRAIN DOWNSPOUT DETAIL DISHWASHER DRAWING DRAWER EACH EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSURE EQUAL EQUIPMENT EXISTING TO REMAIN EACH WAY ELECTRIC WATER COOLER EXHAUST EXPANSION EXISTING EXTERIOR FABRICATE, FABRICATED, FABRICATOR FIRE ALARM CONTROL PANEL FLOOR DRAIN FIRE DEPARTMENT VALVE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FIRE HOSE CABINET FIRE HOSE AND VALVE CABINET FIREBLOCKING FINISH, FINISHED FIXTURE FLEXIBLNE FLOOR, FLOORING FLASHING FOUNDATION FACE OF FIREPROOFED, FIREPROOFING FIRE RESISTIVE JOINT FRAME, FRAMED, FRAMING FIRE RETARDANT TREATED FASTENER FOOT, FEET FLOOR-TO-FLOOR FLOOR-TO-WALL FURRING FURNITURE FUTURE FIXED GAUGE GALVANIZED GLASS, GLAZING GUARD, GUARDRAIL GYPSUM HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING HOSE BIBB HANDICAPPED HEAD-OF-WALL HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR, HANDRAIL HEIGHT HTR HVAC HVY HWH ID IN INCL INSUL INT INV JAN JBOX JST JT KD KDAT KIT KS L LAD LAM LAT LAV LB, # LBS LF LIN LLH LLV LOC LS LT LVL LVR MACH MAS MAX MB MBR MECH MEMB MEP MFR MIFRC MIN MIR MISC MNRL MOD MTD MTL N NIC NO NSMF NTS OC OD OH OPCI OPOI PERF PL PLAM PLAS PLBG PLYWD PR PROV PT PTD PTN HEATER HEATING, VENTILATING, AND AIR CONDITIONING HEAVY HOT WATER HEATER INSIDE DIAMETER INCH INCLUDE, INCLUDED, INCLUDING INSULATE, INSULATION INTERIOR INVERT JANITOR, JANITOR CLOSET JUNCTION BOX JOIST JOINT KILN DRIED KILN DRIED AFTER TREATMENT KITCHEN KNEE SPACE LONG, LENGTH LADDER LAMINATE, LAMINATED LATERAL LAVATORY POUND POUNDS LINEAR FOOT, LINEAR FEET LINEAR LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATE, LOCATION LANDSCAPE, LANDSCAPING LIGHT LEVEL LOUVER MACHINE MASONRY MAXIMUM MARKERBOARD MEMBER MECHANICAL MEMBRANE MECHANICAL, ELECTRICAL, AND PLUMBING MANUFACTURER, MANUFACTURED MASTIC AND INTUMESCENT FIRE RESISTIVE COATING MINIMUM MIRROR MISCELLANEOUS MINERAL MODIFIED MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NON-STRUCTURAL METAL FRAMING NOT TO SCALE ON CENTER OUTSIDE DIAMETER, OVERFLOW DRAIN OPPOSITE HAND OWNER PROVIDED, CONTRACTOR INSTALLED OWNER PROVIDED, OWNER INSTALLED PERFORATED PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PAIR PROVIDE PRESSURE TREATED PAINTED PARTITION QTR R RAD RCP RD REF REINF REM REQD RESIL REV RFG RM RO RR SAB SALV SBR SD SECT SF SFRM SGL SHT SHWR SIM SLNT SOF SQ SS STL STND STOR STRUCT SURF SUSP SYS T T&G TAS TB TBP TEL TEMP THRU TME TOC TODT TOST TOW TRK TV TWF TYP UIO UL UNDRLAY UNF VB VERT VEST VIF VNR W W/ W/D W/O WB WC WD WNDW WP WS WTW WWF WWM YD QUARTER RISER RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFER, REFERENCE REINFORCED REMOVE REQUIRED RESILIENT REVISION ROOFING ROOM ROUGH OPENING RESTROOM, RAILROAD SOUND ATTENUATION BLANKET SALVAGE SEALANT & BACKER ROD SIDE SECTION SQUARE FOOT, SQUARE FEET SPRAY APPLIED FIRE-RESISTIVE MATERIAL SINGLE SHEET SHOWER SIMILAR SEALANT SOFFIT SQUARE STAINLESS STEEL STEEL STAINED STORAGE, STOREFRONT STRUCTURAL SURFACE SUSPEND, SUSPENDED SYSTEM TREAD TONGUE AND GROOVE TEXAS ACCESSIBILITY STANDARDS TACKBOARD TILE BACKER PANEL TELEPHONE TEMPORARY THROUGH TO MATCH EXISTING TOP OF CONCRETE TOP OF DOUBLE TEE TOP OF STEEL TOP OF WALL TRACK TELEVISION THROUGH WALL FLASHING TYPICAL UNLESS INDICATED OTHERWISE UNDERWRITERS LABORATORIES UNDERLAYMENT UNFINISHED VAPOR BARRIER VERTICAL VESTIBULE VERIFY IN FIELD VENEER WIDE, WIDTH WITH WASHER AND DRYER WITHOUT WALL BOARD WATER CLOSET WOOD WINDOW WORKPOINT, WATERPROOFING WATERSTOP WALL-TO-WALL WELDED WIRE FABRIC WELDED WIRE MESH YARD M P 7 5 : 4 1 : 2 0 2 0 2 / 6 / . 1 1 G W D 1 1 0 G ~ 3 0 S G N W A R D 0 I \ \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I MATERIALS LEGEND SYMBOLS LEGEND GENERAL NOTES STONE CONCRETE EARTH PLYWOOD WOOD ALUMINUM STEEL WALL BOARD PLASTER SPRAY FOAM CONCRETE BLOCK EXECUTIVE OFFICE 510 1 10/10/10 ROOM NAME & NUMBER REFERENCE REVISION REFERENCE - SEE REVISION SCHEDULE IN TITLEBLOCK OF THE SHEET WHERE REFERENCE IS INDICATED DIMENSION POINT SYMBOL - DIMENSIONS INDICATED IN PLAN AND SECTION DRAWINGS REFERENCE EXACT LOCATIONS INDICATED BY DIMENSION POINT SYMBOLS WHEN USED IN DETAIL DRAWINGS WORK POINT SYMBOL - DIMENSIONS INDICATED IN PLAN AND SECTION DRAWINGS REFERENCE EXACT LOCATIONS INDICATED BY WORK POINT SYMBOLS WHEN USED IN DETAIL DRAWINGS FINISH START POINT SYMBOL - LOCATION INDICATES A SEPARATION POINT OF TWO FINISHES OR AN ORIGIN POINT FOR ONE FINISH WHERE A FULL FORMAT PATTERN STARTS AND PROCEEDS IN THE DIRECTION OF THE ARROW DIRECTION SYMBOL - ARROWS INDICATE DIRECTION OF GRAIN, PLANK, OR SPAN JOINT FORMING MATERIAL LEVEL 1 TOSL 100'-0" 100'-0" 1" ELEVATION SYMBOL SPOT ELEVATION SYMBOL ELEVATION CHANGE SYMBOL EXTERIOR ELEVATION REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE MATCHLINE REFERENCE DETAIL REFERENCE DETAIL REFERENCE 1/A101 1/A102 8/A922 1 A101 TITLE SCALE A101 01 DRAWING TITLE - THE DRAWING NUMBER REFERS TO THE DRAWING, THE SHEET NUMBER REFERS TO THE SHEET FROM WHICH THE DRAWING IS FIRST REFERENCED 4 A101 2 INTERIOR ELEVATION REFERENCE X PHOTOGRAPH REFERENCE - INDICATES APPROXIMATE LOCATION AND DIRECTION OF REFERENCED PHOTOGRAPH 1 1 1 A101 A101 A101 1 3 X Y W B F PT-1 RA-1 T-1 PT-1 14C EW-1 PS-1 W-1 SE-1 100 A 100 1 A.1 A.1 100 150 PANIC 100 N CONFERENCE A : 15 100 SF 7 ROOM FINISH CALLOUT - SPACE WHERE CALLOUT IS LOCATED HAS WALL FINISH PT-1, BASE RA-1, AND FLOOR FINISH T-1 ON ALL SURFACES, UNLESS INDICATED OTHERWISE SURFACE FINISH CALLOUT - SURFACE THAT CALLOUT IS LOCATED ON OR IS POINTING TO HAS FINISH PT-1 PARTITION & CEILING CALLOUT - NUMBER INDICATES PARTITION OR CEILING TYPE, LETTER INDICATES SIZE ACCORDING TO PARTITION SIZE SCHEDULE CONSTRUCTION ASSEMBLY CALLOUT SIGN CALLOUT FENESTRATION CALLOUT FURNITURE & FURNISHINGS REFERENCE EQUIPMENT REFERENCE ACCESSORIES REFERENCE DOOR REFERENCE KEY NOTE REFERENCE - SEE KEY NOTES ON THE SHEET WHERE REFERENCE IS INDICATED OCCUPANCY TYPE : OCCUPANT LOAD FACTOR EXISTING COLUMN GRID TAG NEW COLUMN GRID TAG OCCUPANCY DESCRIPTION OCCUPANT LOAD TOTAL FLOOR AREA EGRESS DIRECTION EXIT LOAD (OCCUPANTS) EXIT CAPACITY (OCCUPANTS) PANIC HARDWARE (WHERE OCCURS) EGRESS DIRECTION OCCUPANTS TRUE NORTH PLAN NORTH 1. 2. 3. 4. 5. 6. 7. 8. 9. 1. 2. 3. 4. 5. 6. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS, WORDS THAT HAVE WELL-KNOWN TECHNICAL OR CONSTRUCTION INDUSTRY MEANINGS ARE USED IN THE DRAWINGS IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS. IN THE INTEREST OF BREVITY THE CONTRACT DOCUMENTS FREQUENTLY OMIT MODIFYING WORDS SUCH AS “ALL” AND “ANY” AND ARTICLES SUCH AS “THE” AND “AN”, BUT THE FACT THAT THE MODIFIER OR AN ARTICLE IS ABSENT FROM ONE STATEMENT AND APPEARS IN ANOTHER IS NOT INTENDED TO AFFECT THE INTERPRETATION OF EITHER STATEMENT. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED THE SITE, BECOME GENERALLY FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATED PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. BECAUSE THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, THE CONTRACTOR SHALL, BEFORE STARTING EACH PORTION OF THE WORK, CAREFULLY STUDY AND COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF THE WORK, AS WELL AS THE INFORMATION FURNISHED BY THE OWNER, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK, AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING COORDINATION AND CONSTRUCTION BY THE CONTRACTOR AND ARE NOT FOR THE PURPOSE OF DISCOVERING ERRORS, OMISSIONS, OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS; HOWEVER, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR AS A REQUEST FOR INFORMATION IN SUCH FORM AS THE ARCHITECT MAY REQUIRE. IT IS RECOGNIZED THAT THE CONTRACTOR’S REVIEW IS MADE IN THE CONTRACTOR’S CAPACITY AS A CONTRACTOR AND NOT AS A LICENSED DESIGN PROFESSIONAL, UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT REQUIRED TO ASCERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, OR LAWFUL ORDERS OF PUBLIC AUTHORITIES, BUT THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR AS A REQUEST FOR INFORMATION IN SUCH FORM AS THE ARCHITECT MAY REQUIRE. THE ARCHITECT AND THE ARCHITECT’S CONSULTANTS SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE, INCLUDING THE DRAWINGS AND SPECIFICATIONS, AND WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE CONTRACTOR, SUBCONTRACTORS, SUB-SUBCONTRACTORS, AND MATERIAL OR EQUIPMENT SUPPLIERS SHALL NOT OWN OR CLAIM A COPYRIGHT IN THE INSTRUMENTS OF SERVICE. SUBMITTAL OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECT’S OR ARCHITECT’S CONSULTANTS’ RESERVED RIGHTS. THE CONTRACTOR, SUBCONTRACTORS, SUB-SUBCONTRACTORS AND MATERIAL OR EQUIPMENT SUPPLIERS ARE AUTHORIZED TO USE AND REPRODUCE THE INSTRUMENTS OF SERVICE PROVIDED TO THEM SOLELY AND EXCLUSIVELY FOR EXECUTION OF THE WORK. ALL COPIES MADE UNDER THIS AUTHORIZATION SHALL BEAR THE COPYRIGHT NOTICE, IF ANY, SHOWN ON THE INSTRUMENTS OF SERVICE. THE CONTRACTOR, SUBCONTRACTORS, SUB-SUBCONTRACTORS, AND MATERIAL OR EQUIPMENT SUPPLIERS MAY NOT USE THE INSTRUMENTS OF SERVICE ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE OWNER, ARCHITECT AND THE ARCHITECT’S CONSULTANTS. CUTTING AND PATCHING NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. ALL AREAS REQUIRING CUTTING, FITTING AND PATCHING SHALL BE RESTORED TO THE CONDITION EXISTING PRIOR TO CUTTING, FITTING AND PATCHING, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. PATCH HOLES AND DAMAGED AREAS THAT ARE CREATED BY DEMOLITION OF ITEMS INDICATED ELSEWHERE. PATCH FINISH MATERIALS WHERE ITEMS ARE REMOVED. PATCH SUBSTRATES WHERE ITEMS ARE REMOVED. PATCH HOLES AND DAMAGED AREAS OF MASONRY, PLASTER, AND CONCRETE SURFACES THAT ARE CREATED BY DEMOLITION OF ITEMS MOUNTED WITH MECHANICAL FASTENERS, ADHESIVES, AND SETTING BEDS. REPLACE MASONRY WHERE CUTTING AND DEMOLITION EXPOSES MASONRY CORES. 7. WHERE EXCESSIVE CUTTING CANNOT BE AVOIDED AND PATCHING IS NOT FEASIBLE, REMOVE AND RECONSTRUCT ITEM TO MATCH EXISTING. PROJECT NOTES 1. WALL DIMENSIONS ARE TO THE FACE OF STUD, UNLESS INDICATED OTHERWISE. 2. PLAN ELEVATION OF 100'-0" IS EQUAL TO ACTUAL SURVEY ELEVATION OF 581.38' ABOVE SEA LEVEL. DRAWING INDEX GENERAL G011 GO12 TITLE SHEET EXISTING CONDITIONS PHOTOS 4 1 5 ARCHITECTURAL A111 A121 A211 A221 A231 A233 A241 A311 A312 A411 A431 A611 A612 A711 A811 DEMO SITE PLAN SITE PLAN LEVEL 1 & LEVEL 2 DEMO FLOOR PLANS LEVEL 1 DEMO REFLECTED CEILING PLANS LEVEL 1 & LEVEL 2 FLOOR PLANS ROOF PLAN LEVEL 1 & LEVEL 2 REFLECTED CEILING PLANS AND POWER PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS - SUBCHAPTER F TENT BUILDING SECTIONS STAIR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS INTERIOR ELEVATIONS WINDOW AND DOOR TYPES & SCHEDULES STRUCTURAL S0.0 S1.0 S1.1 S2.0 S2.1 S2.2 S2.3 GENERAL NOTES FOUNDATION PLAN & WIND BRACING PLAN ROOF FRAMING PLAN & 1ST FLOOR CEILING FRAMING PLAN DETAILS DETAILS TYPICAL DETAILS TYPICAL DETAILS 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A PLEASE RECYCLE 1 4 5 2/27/2020 6/23/2020 8/12/2020 # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 TITLE SHEET G011 STREET VIEW NORTHWEST SCALE: NTS 09 STREET VIEW SOUTHWEST SCALE: NTS 08 EAST ELEVATION SCALE: NTS 07 M P 4 0 : 5 1 : 2 0 2 0 2 / 6 / . 1 1 G W D 2 1 0 G ~ 3 0 S G N W A R D 0 \ I \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I SOUTHEAST CORNER SCALE: NTS 06 PARTIAL SOUTH ELEVATION SCALE: NTS 05 SOUTHWEST CORNER SCALE: NTS 04 NORTHEAST CORNER SCALE: NTS 03 PARTIAL NORTH ELEVATION SCALE: NTS 02 NORTHWEST CORNER SCALE: NTS 01 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A PLEASE RECYCLE 4 6/23/2020 # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 4 EXISTING CONDITIONS PHOTOS G012 5 9 3 5 5 6 10'-8" 11'-0" 10 200 210 4 " 0 - ' 3 ATTIC 26 5 8 16 11 " 5 - ' 5 " 0 - ' 5 1 " 4 - ' 5 5 BALCONY 22 7 4'-4" " 8 - ' 3 " 9 - ' 3 " 4 - ' 2 203 12 BATH ROOM 3 21 201 " 4 - ' 1 204 16 6 " 0 - ' 3 2 STORAGE 24 1 14 3 4 10 D N DN LIVING SPACE 20 11 1 11 16 205 206 HVAC 25 6 ATTIC 23 2 4 15 W-2 CL RIDGE " 5 - ' 2 " 1 - ' 3 " 1 1 - ' 1 " 1 - ' 4 10 11 11 207 13 1 " 0 - ' 2 4 EQ 6'-6" W-1 3 CL RIDGE 208 13 8 EQ 1 A411 4 4 10 2 A411 CL RIDGE W-2 " 1 - ' 3 4 A411 3 A411 M P 1 1 : 5 1 : 2 0 2 0 2 / 6 / . 1 1 G W D 1 3 2 A - 3 0 S G N W A R D 0 I \ \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I 11'-1" EQ. 2'-4" 10" 2'-4" EQ. W-4 W-4 BIKE STORAGE " 1 1 - ' 9 " 5 - ' 0 2 " 4 - ' 2 W-3 " 6 - ' 1 " 0 - ' 3 " 0 - ' 2 " 4 - ' 2 " 0 1 " 4 - ' 2 103 R E Y R D R E H S A W W-3 W-3 LAUNDRY/ MUD ROOM 10 13 1 A711 2 03 A311 8 6 7 5 " 8 " 0 - ' 3 CLOSET 09A Ref'g 9 KITCHEN 07 4 3 1 2 4 A411 01 A311 3 A411 2 A411 MAIN BEDROOM 09 LILY'S ROOM 08 BATHROOM 2 06 4/A431 " 2 1 9 - ' 1 DINING ROOM 02 4'-1" A431 3 102 11 CLOSET 03A " 4 3 7 - ' 2 " 8 5 4 - ' 9 A431 2 5/A431 HALLWAY 03 12 CLOSET 05A BATHROOM 1 05 CLOSET 04A " 6 " 4 3 9 - ' 3 1 0 1 4 3 A711 10 LIVING ROOM 01 FRONT PORCH 00 FLOOR PLAN NOTES PROVIDE IN-WALL BLOCKING AT ALL WALL MOUNTED ITEMS. VERIFY ALL DIMENSIONS IN FIELD. # KEY NOTES - LEVEL 1 EXISTING AC COMPRESSOR, REROUTE ALL EXPOSED REFRIGERANT AND CONTROLS WIRING INTO CONCEALED AC LINE CHASE. CONCEALED AC LINE CHASE LEVEL 2 AC COMPRESSOR, PROVIDE CONCEALED REFRIGERANT AND CONTROLS WIRING IN CONCEALED AC LINE CHASE. TANKLESS WATER HEATER DECK BENCH BIKE RAMP TBD CONCRETE BOTTOM STEP KITCHEN TO REMAIN, U.I.O. PAINTED STEEL HANDRAIL, MATCH HANDRAIL ON FRONT PORCH. 10. PROVIDE CASED OPENING WITH NO DOOR TO MATCH EXISTING TYPICAL CASED OPENINGS BETWEEN LIVING ROOM AND DINING ROOM. 11. ROD & SHELF, COORDINATE HEIGHT WITH OWNER. 12. SHELF STANDARDS WITH 5 ADJUSTABLE SHELVES, PTD. 13. ADM HARDWARE C-21 CONCEALED BRACKETS AT 36" ON CENTER MAXIMUM. # KEY NOTES - LEVEL 2 BUILT IN DESK - COUNTERTOP MATERIAL WITH 3/4" PLYWOOD SUBCOUNTER AND ADM HARDWARE C-21 CONCEALED BRACKETS AT 36" ON CENTER MAXIMUM. CONDITIONED STORAGE WITH SUPPLY AND RETURN DUCTING. UNCONDITIONED ATTIC SPACE EXISTING LEVEL 1 CEILING REGISTERS LEVEL 1 CEILING REGISTERS EXHAUST DEVICE TO REMAIN EXTERIOR WALL BELOW NOT SHOWN FOR CLARITY DASHED LINE SHOWS PERIMETER BELOW PLYWOOD FLOOR AT HVAC PLATFORM 10. ROOF EDGE AT EAVE OR RAKE. ROOF NOT SHOWN FOR CLARITY. 11. DASHED LINE REPRESENTS APPROXIMATE 7' HEIGHT AT SLOPING CEILING. 12. BUILT IN STORAGE, COORDINATE WITH OWNER. 13. CONDITIONED STORAGE WITHOUT SUPPLY AND RETURN DUCTING. 14. ROD & SHELF, COORDINATE HEIGHT WITH OWNER. 15. MILLWORK TO CONCEAL HVAC DUCTWORK CHASE CROSSOVERS 16. CEDAR LINED CLOSET 17. LOW CLOSET EXTENSION, LINE WITH CEDAR. 1. 2. 1. 2. 3. 4. 5. 6. 7. 8. 9. 1. 2. 3. 4. 5. 6. 7. 8. 9. 6 6 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A 02 A311 / 1 A 4 3 1 0 0 1 MAX'S ROOM 04 FLOOR PLAN LEGEND PLEASE RECYCLE 1 5 6 2/27/2020 8/12/2020 10/XX/2020 NEW WALL EXISTING WALL POCKET DOOR NEW SWING DOOR EXISTING DOOR NEW HVAC REGISTER/RETURN # REVISION DATE EXISTING HVAC REGISTER/RETURN CONSTRUCTION DOCUMENTS WALL REGISTER/RETURN PROJECT NO. DATE 1903 01/21/2020 EXISTING VENTING DEVICE LEVEL 1 & LEVEL 2 FLOOR PLANS A231 5 FLOOR PLAN - LEVEL 2 SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 02 04 A311 1 A411 FLOOR PLAN - MAIN LEVEL SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 01 N 10'-61 2" 3'-111 2" 6 N D 6 DN DN DN DN D N DN 6 DN N D N D N D N D N D N D D N N D DN 5'-71 2" DN DN " 8 - ' 5 1 DN PROVIDE 3 FIXED VELUX DECK MOUNTED SKYLIGHT, MODEL FS-M08-21-04 INSTALL PER MANUFACTURER'S INSTRUCTIONS, TYP. DN SHINGLE GRACE ICE AND WATER SHIELD AT ALL SIDES OF ROUGH OPENING OF SKYLIGHT, TYP. N D N D DN N D DN N D " 0 1 - ' 7 " 8 - ' 6 N D 6 " 2 - ' 1 1 " 2 1 2 - ' 4 2 M P 3 0 : 9 3 : 3 0 2 0 2 / 6 / . 1 1 G W D 3 3 2 A - 3 0 S G N W A R D 0 \ I \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I ROOF PLAN DEMO NOTES 1. REMOVE SHINGLES 1'-0" BEYOND CUT LINE IN ROOF TO LAP SHINGLES. ROOF PLAN NOTES LAP SHINGLES INTO EXISTING ROOF SHINGLES TO REMAIN. DO NOT INSTALL FRAMING ON TOP OF ROOFING MATERIAL. ROOF UNDERLAYMENT: PROVIDE COMPLETE UNDERLAYMENT OF GRACE ICE & WATER SHIELD AT STANDING SEAM ROOFING. INSTALL SHINGLE STYLE WITH 8" VERTICAL OVERLAP MINIMUM, STRIP IN UNDERNEATH EXISTING BUILDING FELT MINIMUM 0'-8" VERTICALLY. PROVIDE #15 FELT AT NEW SHINGLED ROOFING AREAS, INSTALL SHINGLE STYLE UNDER EXISTING ROOFING FELT MINIMUM 8" VERTICALLY. 1. 2. 3. 3.1. 3.2. DN N D DN N D ROOF PLAN LEGEND ROOF EDGE/SLOPE EXSTING ROOF EDGE/SLOPE AREA OF EXISTING ROOFING TO REMOVE NEW SHINGLES STANDING SEAM ROOFING N D 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A PLEASE RECYCLE 6 10/XX/2020 # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 ROOF PLAN & DEMO PLAN A233 REMOVE ROOFING, ROOF DECK AND ROOF FRAMING IN THIS AREA, REF STRUCTURAL. REMOVE ROOFING FOR TIE-IN, UNDERLAYMENT TO REMAIN N D EXISTING VALLEY TO BE CONCEALED BY ROOF JUNCTURE, REF STRUCTURE FOR FRAMING 6 REMOVE ROOFING, ROOF DECK AND ROOF FRAMING IN THIS AREA, REF STRUCTURAL. REMOVE ROOFING, ROOF DECK AND ROOF FRAMING IN THIS AREA, REF STRUCTURAL. DN DN DN N D N D 6 N D N D REMOVE ROOFING, ROOF DECK AND ROOF FRAMING IN THIS AREA, REF STUCTURAL. REMOVE ROOFING FOR TIE-IN, UNDERLAYMENT TO REMAIN 13'-01 2" ROOF PLAN SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 01 DEMO ROOF PLAN SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 02 N BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" EXISTING EXISTING NEW DORMER WITH DIVIDED LIGHT WINDOWS 3 REPLACE MISSING DIVIDED WINDOW SCREEN, MATCH OTHER EXISTING SIMILAR SCREENS REPLACE SCREENS WITH 6 BY 6 DIVIDED WINDOW SCREENS REPLACE MISSING DIVIDED WINDOW SCREEN, MATCH OTHER EXISTING SIMILAR SCREENS EXISTING NEW EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 04 4 NEW 6 BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" 4 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" M P 8 1 : 8 5 : 2 0 2 0 2 / 6 / . 1 1 G W D 1 1 3 A - 3 0 S G N W A R D 0 \ I \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I REPLACE MISSING DIVIDED WINDOW SCREEN, MATCH OTHER EXISTING SIMILAR SCREENS NEW 6 REPLACE MISSING DIVIDED WINDOW SCREENS ON THIS GROUP OF FOUR WINDOWS. MATCH OTHER EXISTING SIMILAR SCREENS EXISTING NEW EXISTING 6 4 SOUTH ELEVATION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 02 BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" LIMITS OF EXISTING CONSTRUCTION 4 4'-0" MIN FROM OPERABLE WINDOW TANKLESS WATER HEATER INSTALL PER MANUFACTURER'S INSTRUCTIONS AND PROVIDE CONCEALED SERVICE CONNECTIONS. PROVIDE TRIM BOARD AT END OF ORIGINAL SIDING REPLACE MISSING DIVIDED WINDOW SCREENS ON ALL WINDOWS IN THIS AREA NORTH ELEVATION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 01 6 6 4 31 2" MAX PTD STEEL HANDRAIL BIKE RAMP WOOD DECK 4 BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" PROVIDE ONE OVER ONE WINDOW SCREENS AT WINDOWS ON ADDITION, TYP EAST ELEVATION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 03 BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" BIKE RAMP WOOD DECK 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A PLEASE RECYCLE 3 4 6 4/23/2020 6/23/2020 11/xx/2020 # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 EXTERIOR ELEVATIONS A311 TENTS 1, 2, & 3 TENTS 1, 2, & 3 4 5 ° 97'-0" 5° 4 " 0 - ' 5 1 TOP OF RIDGE 120'-6" SECOND LEVEL 110'-2" FIRST LEVEL 100'-0" AVERAGE GRADE 97'-0" 4 5 ° " 0 - ' 5 1 97'-0" 97'-0" WEST ELEVATION SCALE: 1/8" = 1'-0" @ 22x34 | 1/16" = 1'-0" @ 11x17 04 40'-0" TENT 1 HIGH POINT 97' TENT 1 40'-0" TENT 2 HIGH POINT 97' 39'-11" TENT 3 HIGH POINT 97' TENT 2 TENT 3 97'-0" 97'-0" 97'-0" 39'-11" TENT 3 HIGH POINT 97' 40'-0" TENT 2 HIGH POINT 97' 40'-0" TENT 1 HIGH POINT 97' TENT 3 TENT 2 TENT 1 4 5 ° " 0 - ' 5 1 " 6 - ' 3 2 I T H G E H G N D L U B A O C I I 97'-0" 97'-0" 97'-0" 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A 5° 4 TOP OF RIDGE 120'-6" SECOND LEVEL 110'-2" FIRST LEVEL 100'-0" AVERAGE GRADE 97'-0" 97'-0" EAST ELEVATION SCALE: 1/8" = 1'-0" @ 22x34 | 1/16" = 1'-0" @ 11x17 03 5° 4 " 0 - ' 5 1 TOP OF RIDGE 120'-6" SECOND LEVEL 110'-2" FIRST LEVEL 100'-0" AVERAGE GRADE 97'-0" 97'-0" SOUTH ELEVATION SCALE: 1/8" = 1'-0" @ 22x34 | 1/16" = 1'-0" @ 11x17 02 PLEASE RECYCLE 5 8/12/2020 COA BUILDING LINE TOP OF RIDGE 120'-6" SECOND LEVEL 110'-2" FIRST LEVEL 100'-0" AVERAGE GRADE 97'-0" 97'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" @ 22x34 | 1/16" = 1'-0" @ 11x17 01 # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 5 EXTERIOR ELEVATIONS SUBCHAPTER F TENT A312 M P 4 3 : 5 1 : 2 0 2 0 2 / 6 / . 1 1 G W D 2 1 3 A - 3 0 S G N W A R D 0 \ I \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I SPRAY FOAM INSULATION AT ROOF PLANE 6 BATHROOM SHOWER BEYOND HVAC " 8 - ' 6 BUILT IN LAVATORY BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" ) I N M " 8 - ' 6 ( " 2 1 9 - ' 6 EXISTING KITCHEN/DINING EXISTING BEDROOM EXISTING BEDROOM 6 TRANSVERSE SECTION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 04 BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" 1 LIVING SPACE 1 LIVING SPACE 6 SPRAY FOAM INSULATION AT ROOF PLANE BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" M P 2 4 : 5 1 : 2 0 2 0 2 / 6 / . 1 1 G W D 1 1 4 A - 3 0 S G N W A R D 0 I \ \ L E D O M E R L L A Y R - 3 0 9 1 \ : X I 5 1 0 2 S T C E T H C R A K R O Y Y E N N K C M © I ATTIC EXISTING DINING ROOM BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" " 1 - ' 8 EXISTING BATHROOM FLOOR FRAMING, REF STRUCTURAL. NOTCH OR REMOVE EXIST CEILING JOISTS AS NECESSARY TO LIMIT ASSEMBLY THICKNESS TO 1'-0" MAX EXISTING DINING ROOM HALLWAY STAIR EXISTING BEDROOM TRANSVERSE SECTION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 03 TRANSVERSE SECTION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 02 EXISTING NEW EXISTING NEW SPRAY FOAM INSULATION AT ROOF PLANE 6 1 BUILT IN DESK LIVING SPACE HALLWAY BALCONY EXISTING PORCH RECONFIGURED HALLWAY EXISTING BEDROOM HALLWAY CLOSET EXISTING HALLWAY BEDROOM CLOSET, SEE INTERIOR ELEVATIONS PIER, REF STRUCTURAL LONGITUDINAL SECTION SCALE: 1/4" = 1'-0" @ 22x34 | 1/8" = 1'-0" @ 11x17 01 1301 E. 7th Street Austin, TX 78702 ph: 512 476 0201 fx: 512 476 0216 www.mckinneyyork.com CONTACT: MICHELLE ROSSOMANDO GIST E R E D AR LL E R OSS O C H I T E R E H C I M S T 180 0 5 A T E FO E C T M A N D O SA X E T 01/21/2020 MICHELLE ROSSOMANDO 01/21/2020 STRUCTURAL ENGINEER: FORT STRUCTURES PH: 512-817-9264 CONTACT: SAM COVEY E C N E D I S E R L L A Y R - S N R A E K H E V A 3 0 8 3 2 5 7 8 7 S A X E T , I N T S U A # REVISION DATE CONSTRUCTION DOCUMENTS PROJECT NO. DATE 1903 01/21/2020 BUILDING SECTIONS A411 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" 2ND LEVEL 110'-2" CEILING 109'-3" 1ST LEVEL 100'-0" BOT OF MAIN RIDGE 120'-1" BOT OF FRONT RIDGE 118'-7" PLEASE RECYCLE 1 2/27/2020