12.1 - 1701 W 32nd St - drawings — original pdf

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NEW NO CHANGE REVISED ELIMINATED 3 2 / 0 3 / 0 1 I T E S Y T L B S A E F I I / 4 2 1 0 2 0 / T E S G N C R P I I / 4 2 2 0 4 0 / T E S S S E R G O R P G N C R P I I 4 2 / 1 3 / 5 0 I T E S T M R E P DRAWING INDEX ISSUE ARCHITECTURAL TITLE SHEET & SITEPLAN GENERAL NOTES SURVEY TREE PRESERVATION TREE FLARE TYPE I DRIVEWAY DETAILS DEMOLITION PLAN CONSTRUCTION & ROOF PLAN FINISH & POWER PLAN REFLECTED CLNG PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS WINDOW & DOOR SCHEDULE PROJECT SCHEDULE PROJECT SCHEDULE INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS STRUCTURAL GENERAL NOTES GENERAL NOTES FOUNDATION DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FOUNDATION/PIER LAYOUT PLAN FRAMING AND LATERAL BRACING PLAN R E B M U N T E E H S A0.00 A0.01 A0.02 A0.03 A0.04 D2.00 A2.00 A2.10 A2.20 A3.00 A3.01 A6.00 A6.01 A6.02 A7.00 A7.01 A7.02 A7.03 S0.0 S0.1 S1.0 S2.0 S3.0 S3.1 S4.0 S4.1 S4.2 EXISTING OVER HEAD UTILITY LINES @ 653.4' EXISTING OVER HEAD UTILITY LINES @ 654.4' FINISH GRADE @ SOD AREA METAL EDGING DECOMPOSED GRANITE SIZE: FINE TO 1/4" PARTICLE SIZE 1 1/2" LAYERS, EACH LAYER COMPACTED 90% W/TOP LAYER MIN. 75% DUST FINES ADD STABILIZER PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS CLASS II AGGREGATE BASE (REFER TO SOILS REPORT FOR COMPACTION RATE IF AVAILABLE COMPACTED SUBGRADE GEOTEXTILE FABRIC " 3 " 4 WEST 32ND STREET (50') S70º43'00" E 63.85' EXISTING NO PARKING SIGN EXISTING FIRE HYDRANT K L A W . C N O C G N T S X E I I 34" HACKBERRY TO BE REMOVED RE: 2024-039448TP 1358 HIGH ADJ GRADE 621.4' " 0 - ' 5 1 LOT 4 621 15' CLEARANCE FROM CLOSEST O/H ELECTRIC WIRE NEW FRONT PORCH TO REPLACE EXTG FRONT PORCH 25' BUILDING LINE EXISTING STOP SIGN EXISTING WATER VALVES EXISTING OVER HEAD UTILITY LINES; TYP EXISTING OVER HEAD UTILITY LINES @ 657.4' 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND EXISTING OVER HEAD UTILITY LINES @ 657.0' NOT IN CONTRACT 2 TYPICAL DECOMPOSED CRUSHED GRANITE VISITABLE PATH DETAIL SCALE: N.T.S. EXISTING WALL WITH COLUMNS 15.5" AMERICAN ELM (9", 7" & 6" STEMS) NEW WATER LINE EXISTING WATER METER EXISTING SIDEWALK 27'-0" F ULL C R Z EXISTING COLUMN EXISTING WOOD & WIRE FENCE APPROX LOCATION OF EXTG SEWER LINE APPROX LOCATION OF EXTG GAS LINE EXISTING GAS METER EXISTING WOOD FENCE LOT 3 E U P & I E N L G N D L U B I I ' 5 621 1359 ' 5 7 . 2 4 1 E " 2 4 6 1 º 9 1 N ' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROPOSED 1 STORY HOUSE K-3489 VITREOUS CHINA CIMARRON TOILET T.O. DECKING = 623.6' LINE OF BLDG, TYP LINE OF ROOF, TYP 1365 EXISTING CLEAN OUTS K C A B T E S E D S T E E R T S I ' 5 1 T A L P R E P E N I L G N D L I U B I ' 2 1 ' 9 5 . 2 1 8 = R ' 1 1 . 5 6 = C W ' " 5 3 9 3 º 9 1 S RZ 13'-6" 1/2 C 1364 / / / / / / / / / / / / / / / / / / / / / / / / / / / / 2 4'-0" F U L L C R Z 620 ' 9 5 . 2 1 8 = R Y A W E V I R D " 2 / 1 7 - ' 8 1 ' 5 9 . 2 8 = C ' W " 3 4 2 0 º 5 2 S I ) S E R A V W O R ( T E E R T S N O S R E F F E J EXISTING POWER POLE EXISTING COLUMN EXISTING OVER HEAD UTILITY LINE K-3489 VITREOUS CHINA CIMARRON TOILET PREMIUM MATERIALS K-T78025-4 VALVE TRIM COMPONENTS VISITABILITY EXTERIOR ROUTE IN ACCORDANCE W/ CODE 25-12-243 SEC. R320.7; SEE VISITABILITY NOTE 5 ON A0.01 6'-9" 1/4 CRZ 27" AMERICAN ELM 10" SPANISH OAK CRUSHED GRANITE ACCESSABLE PATH; SEE 2/- FOR MORE INFO 22"PECAN 5'-6" 1/4 CRZ 2 2 ' - 0 " F U L L C R Z 1 '- 0 " 1 / 2 C 1 Z R 1360 WOOD RAMP LOWEST ADJ GRADE 620.4' NEW ELEC METER 24" PECAN 12'-0" 1/2 CRZ 1361 ' 6 - 0 " 1 / 4 C R Z EXTERIOR VISITABILITY ROUTE EXISTING FRAME GARAGE (NOT IN CONTRACT) NEW CONCRETE DRIVEWAY 1362 // // // 10" HACKBERRY 1363 10" HACKBERRY / / 5' PUE // // // // N65º38'26" E 55.30' // // // / / / / // // // // // 13" AMERICAN ELM 17" LIVE OAK NEW O/H ELEC LINE // // // / / / / / / LOT 5 10' REAR BLDG SETBACK NEW APRON TYPE I DRIVEWAY PER COA STANDARD 433S-1A NOTES ISSUE FEASIBIITY SET PRICING SET PRICING PROGRESS SET PERMIT SET 10/30/23 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A0.00 TITLE SHEET & SITE PLAN SCALE: DATE: PROJECT NO: AS NOTED 2321 SITE LOCATION TREE LEGEND 34" HACKBERRY 10" SPANISH OAK 22" PECAN 24" PECAN 10" HACKBERRY 10" HACKBERRY 27" AMERICAN ELM 1358 1359 1360 1361 1362 1363 1364 1365 LOT 4 BLK 1 BRYKERWOODS F LEGAL DESCRIPTION 9", 7" & 6" AMERICAN ELM (TOTAL 15.5") LOCATION MAP 1701 W 32ND ST AUSTIN, TX 78703 WEST 32ND STREET 1 SITEPLAN SCALE: 3/32" = 1'-0" ABBREVIATIONS REFERENCE SYMBOLS ELECTRICAL SYMBOLS GENERAL SITE TREE NOTES DEMOLITION NOTES GENERAL NOTES above air conditioning additional adjustable above finished floor approximately architect/architectural at building blocking X 1 1 . 3 4A STRUCTURAL GRID LINE SECTION MARKER EXTERIOR ELEVATION WALL-MOUNTED DUPLEX RECEPTACLE OUTLET WALL-MOUNTED QUAD RECEPTACLE OUTLET WALL-MOUNTED GROUND-FAULT INTERRUPTER RECEPTACLE OUTLET WALL-MOUNTED WATERPROOF RECEPTACLE OUTLET WALL-MOUNTED USB RECEPTACLE OUTLET DUPLEX SPECIAL PURPOSE OUTLET WALL-MOUNTED DATA JACK GFI WP USB INTERIOR ELEVATION CATV WALL-MOUNTED CABLE TELEVISION JACK EXIST/EXTG existing EL + 15'-6" SECOND FLOOR ELEVATION MARKER DIMMABLE WALL SWITCH GC GFI GYP/GWB general contractor ground-fault interrupter gypsum wall board LIVING ROOM 135 ROOM NAME ROOM NUMBER 4 A3.01 4 A7.01 4 2 1 3 A7.01 67.89' RM DR 1" 1" CL INTERIOR ELEVATIONS 4 A7.11 DETAIL REFERENCE SPOT ELEVATION (PROPOSED IN BOX) DOOR NUMBER DIMENSION DIMENSION TO CL OR GRIDLINE CENTERLINE A1.01 SHEET NUMBER RM WN WINDOW NUMBER 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND THE CONTRACTOR SHALL INSTALL EROSION / 1. SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING, OR EXCAVATION). 2. THE PLACEMENT OF EROSION/SEDIMENTATON CONTROLS SHALL BE IN ACCORDANCE WITH THE ENVIORNMENTAL CRITERIA MANUAL AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 3. ALL EROSION DISTURBED AREAS SHALL BE RESTORED PER COA RULES AND REGULATIONS. 4. GUIDELINES AT ALL TIMES. 5. NO CUT OR FILL GREATER THAN 4" IS ALLOWED WITHIN THE 1/2 CRZ OF PROTECTED TREES (19" OR IMPACT ALLOWED GREATER), AND THERE WITHIN THE 1/4 CRZ. 6. DEMOLITION WITHIN THE 1/4 AND 1/2 CRZ OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS PROTECTION PERMANENT CONTROLS: PER COA PROVIDE IS NO TREE GENERAL TREE NOTES 1. TREE PROTECTION SHALL COMPLY WITH ALL REQUIREMENTS OF ENVIRONMENTAL CRITERIA MANUAL SECTION 3.6. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK ON SITE AND MAINTAINED UNTIL PROJECT COMPLETION. 2. FENCING SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5’, INSTALLED ON STEEL T-POSTS WITH A MINIMUM SPACING OF 10’ BETWEEN POSTS. FENCING SHALL BE CONTINUOUS AND CREATE A CLOSED, INACCESSIBLE AREA OF ROOT ZONE PROTECTION. FENCING SHALL NOT BE MOVED DURING THE PROJECT WITHOUT AUTHORIZATION BY CITY INSPECTOR. FENCING SHALL ENCOMPASS THE ENTIRETY OF THE CRZ NOT APPROVED FOR EITHER IMPACTS OR ALTERNATIVE PROTECTION. FENCED AREAS SHALL NOT BE USED FOR MATERIAL STORAGE AND SHALL BE KEPT FREE OF LITTER. 3. MULCH IS REQUIRED FOR ANY PORTION OF THE CRZ THAT HAS NOT BEEN APPROVED FOR IMPACTS AND THAT CANNOT BE PROTECTED BY FENCING. MULCH SHALL BE OF A NATURAL HARDWOOD TYPE AND INSTALLED TO A MINIMUM DEPTH OF 8” ON ANY PORTION OF THE CRZ NOT PROTECTED BY FENCING. MULCH USED WITHIN THE HALF CRZ SHALL BE TOPPED BY DECKING TO PROVIDE ADDITIONAL PROTECTION AGAINST COMPACTION. MULCH SHALL NOT EXCEED 12” IN DEPTH, SHALL NOT CONTACT THE TRUNK, AND SHALL BE REMOVED AT THE END OF THE PROJECT. PORTIONS OF THE CRZ PROTECTED BY FENCING DO NOT REQUIRE MULCH UNLESS THE SOIL HAS BEEN DISTURBED, IN WHICH CASE THEY REQUIRE MULCH INSTALLED TO A DEPTH OF 3”. TRUNK OR BRANCH WRAPPING IS REQUIRED 4. WHEN PROTECTIVE FENCING IS INSTALLED WITHIN 5’ OF THE TRUNK OR WHEN LOW GROWING MAJOR LIMBS ARE AT RISK OF DAMAGE FROM EQUIPMENT AND VEHICLES. DIMENSIONAL LUMBER SUCH AS 2X4S SHALL BE SECURED TO THE BRANCH BY WIRE OR STRAPS. WRAP SHALL NEVER BE SECURED DIRECTLY TO THE BRANCH BY SCREWS OR OTHER METHODS THAT PENETRATE OR OTHERWISE DAMAGE THE TREE. WRAP SHALL BE LOOSENED AND RETIGHTENED EVERY SIX MONTHS. 5. AREAS SHALL NOT BE LOCATED WITHIN THE CRZ. 6. PRUNING SHALL NOT REMOVE MORE THAN 25% OF THE LIVE CANOPY OF THE TREE, SHALL CONFORM TO THE ANSI A300 STANDARD FOR TREE CARE, AND SHALL BE PERFORMED BY A QUALIFIED ARBORIST. 7. DEMOLITION WITHIN THE CRZ SHALL BE PERFORMED TO MINIMIZE DISTURBANCE TO THE CRZ AND ESPECIALLY TO FRESHLY EXPOSED AREAS OF SOIL. WHERE POSSIBLE MACHINERY SHOULD SIT ON EXISTING HARDSCAPE OR OUTSIDE THE CRZ AND WORK OUTWARDS FROM THE TREE. 8. CONSTRUCTION METHODS SHALL NOT IMPACT THE CRZ BEYOND WHAT HAS BEEN APPROVED. FOUNDATION FORMWORK THAT LIES ADJACENT TO OR OVERLAPS THE HALF CRZ SHALL NOT BE ANCHORED WITHIN THE HALF CRZ BUT SHALL USE A STRONGBACK OR OTHER DESIGN TO AVOID THE HALF CRZ. NO STAKES LARGER THAN #5 REBAR PINS SHALL PENETRATE THE SOIL WITHIN THE HALF CRZ. TRENCHING WITHIN THE HALF CRZ SHALL BE 9. PERFORMED BY AIR SPADE OR OTHER LOW IMPACT EXCAVATION METHOD WITHIN THE TOP 30”. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE BARK OF ROOTS. ROOTS LARGER THAN 1.5”IN DIAMETER SHALL NOT BE CUT WITHOUT AUTHORIZATION FROM CITY INSPECTOR. CHEMICAL TOILETS AND CONCRETE WASHOUT 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTES 1. ALL PREPARATION, DEMOLITION, REMOVAL AND DISPOSAL IS TO BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE BUILDING CODES AND ALL THE AUTHORITIES HAVING JURISDICTION. 2. PROVIDE INSURANCE, PRIOR TO COMMENCEMENT OF ANY WORK, AS REQUIRED BY OWNER. ALL AND COMPLETELY INSURANCE INDEMNIFY THE ARCHITECTS AND THE OWNERS FROM ALL CLAIMS WHICH ARISE FROM THE PERFORMANCE OF ALL WORK RELATED TO THIS CONTRACT. TO CLEARLY 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST SAFETY PRACTICES. USE ONLY LABORERS EXPERIENCED IN THIS WORK. ALL REMOVALS AND CAPPING OF EXISTING UTILITY SERVICES, (ELECTRIC, PLUMBING, GAS, ETC.) TO BE DONE BY LICENSED TRADESMEN. THE HIGHEST DEGREE OF CARE AND PRECAUTION SHALL BE EXERCISED FOR ALL WORK RELATED TO THIS INJURIES, CONTRACT TO PREVENT PERSONAL DAMAGES TO PROPERTY AND DAMAGES TO EXISTING ACTIVE UTILITY SERVICES. 4. DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH ALL ARCHITECTURAL AND ENGINEER'S DRAWINGS. ALL WORK IS TO BE COORDINATED WITH THE RESPECTIVE TRADES. 5. THE CONTRACTOR SHALL CAREFULLY INSPECT ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE ALL REMOVALS AS NECESSARY TO ACCOMPLISH THE NEW CONSTRUCTION. THE PLAN IS TO DESIGNATE THE GENERAL SCOPE OF REMOVALS. PRIOR PROTECTED IMMEDIATE VICINITY OF WORK 6. THE CONTRACTOR SHALL ISOLATE WORK AREAS, SO AS TO PROVIDE A DUST-FREE ENVIRONMENT IN OCCUPIED AREAS. ALL FURNITURE AND FIXTURES IN IS TO BE THE PROPERLY THE TO COMMENCEMENT OF ANY WORK. CONTRACTOR TO PROVIDE AND TO MAINTAIN NECESSARY COVERINGS THROUGHOUT COURSE OF WORK, AND REMOVE AND DISPOSE OF THESE UPON COMPLETION OF EACH PHASE OF CONSTRUCTION, WHEREIN THE SITE SHALL BE LEFT ORDERLY AND BROOM SWEPT. ANY DAMAGE RESULTING IMPROPER PROTECTION OF EXISTING OR NEW CONSTRUCTION, FIXTURES OR FURNITURE IS TO BE REPAIRED OR REPLACED (AS REQUIRED) BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. CONTRACTOR'S FROM 7. ALL DEBRIS RESULTING FROM THE OPERATION UNDER THIS CONTRACT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL NOT BE STORED OR PERMITTED TO ACCUMULATE ON THE SITE. 8. THROUGHOUT THE COURSE OF DEMOLITION AND CONSTRUCTION, ALL AREAS OF NEW CONSTRUCTION, AS WELL AS THE PATH OF ACCESS, SHALL BE KEPT CLEAN AND FREE OF DEBRIS, UNUSED EQUIPMENT, DISCARED MATERIALS AND GARBAGE. 9. REPAIR ALL SURFACES AT POINTS OF REMOVAL, DEMOLITION OR NEW CONSTRUCTION, INCLUDING FLOORING, BASE, PAINT, ETC. WHERE IT IS POSSIBLE TO MATCH THE SATISFACTION OF THE ARCHITECT, THE CONTRACTOR SHALL PROVIDE A NEW FINISH IN DESIGNATED AREAS. THE EXISTING FINISH TO 10. ALL MEASUREMENTS ARE TO BE VERIFIED IN FIELD AND ANY DISCREPANCIES THEREOF BROUGHT TO THE ATTENTION OF THE ARCHITECT. VISITABILITY NOTES 1. VISITABLE BATHROOM TO COMPLY WITH CODE 25-12-243 SECTION R320.3: A. DOOR MUST HAVE A MINIMUM CLEAR OPENING B. OF 30" LATERAL 2X6 OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS C. THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION LOCATED DIRECTLY BEHIND THE LAVATORY. 2. THE FIRST FLOOR OF A VISITABLE DWELLING MUST MEET THE FOLLOWING REQUIREMENTS: A. SWITCHES ENVIRONMENTAL LIGHT CONTROLS MUST BE NO HIGHER THAN 48" ABOVE FINISH FLOOR. AND B. OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" AFF, EXCEPT FOR FLOOR OUTLETS. 3. A BATH OR HALF BATH DESIGNATED FOR VISITABILITY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32" BEGINNING AT THE VISITABLE ENTRANCE AND THROUGH THE LIVING, DINING AND KITCHEN AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. 4. PROVIDE AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1/2" OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32" TO MEET SECTION R320.6 5. THE VISITABLE ENTRANCE APPROVED UNDER R320.6 MUST HAVE AT LEAST ONE VISITABLE ROUTE WITH A CROSS SLOPE OF NO GREATER THAT 2% THAT ORIGINATES FROM A GARAGE, DRIVEWAY, PUBLIC STREET OR PUBLIC SIDEWALK. A RAMP INCLUDED IN AN EXTERIOR VISITABLE ROUTE MUST COMPLY WITH THE RESIDENTIAL CODE. 1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WORK ANY DISCREPANCIES TO THE ARCHITECT. REPORT AND THE STRUCTURAL, MECHANICAL AND 3. ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION INSTALLATION OF SAID WORK. ANY PRIOR TO IN CONFLICT WITH THE WORK ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT. INSTALLED 4. STRUCTURAL DRAWINGS GOVERN SIZES, SPACING AND CONNECTIONS OF ALL STRUCTURAL MATERIALS AND MEMBERS. IN CASE OF DISCREPANCIES CONSULT WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 5. FINAL LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PANEL BOARDS, METERS, FIXTURES, FLUES, VENTS ETC SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 7. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT HIS WORK SHALL BE MADE BY THE CONTRACTOR WHO SHALL COMPARE IT WITH THE DRAWINGS AND SATISFY HIMSELF AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. HE SHALL, AT SUCH TIME, ASCERTAIN AND CHECK LOCATION OF EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT HIS WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN HIS BEHALF FOR ANY EXPENSE TO WHICH HE MAY BE PUT INTO DUE TO FAILURE OR NEGLECT ON HIS PART TO MAKE SUCH AN EXAMINATION. ANY CONFLICT OR OMISSIONS, ETC SHOULD BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE ACTUAL MEASUREMENTS AND DIMENSIONS INDICATED ON THE DRAWINGS. VARIATION BETWEEN TO 8. THE CONTRACTOR IS CAUTIONED THAT HIS WORK INCLUDES ALTERATION TO EXISTING FACILITIES. WORK WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED TO PROVIDE A COMPLETELY OPERABLE INSTALLATION WITHIN THE SCOPE OF THE WORK, BUT WHICH IS NOT SPECIFICALLY INCLUDED ON THE PLANS, SHALL BE PERFORMED BY HIM AND IN HIS WORK AT NO ADDITIONAL COST TO THE OWNER. INCLUDED (NOT 9. ITEMS OF WORK INDICATED ON THE DRAWINGS IN CONTRACT) SHALL BE AS N.I.C. LET UNDER FURNISHED OR PERFORMED, SEPARATE CONTRACT BY THE OWNER. THE CONTRACTOR SHALL COORDINATE HIS WORK ACCORDINGLY AS REQUIRED FOR A SMOOTH WORK SCHEDULE. 10. IT SHALL BE CONSTRUED THAT EACH SUBCONTRACT IS AN INTEGRAL PART OF THE GENERAL CONTRACT AND CONTRACTOR SHALL PROVIDE AND MAINTAIN IN FULL OPERATION AT ALL TIMES DURING THE PERFORMANCE OF THE CONTRACT A SUFFICIENT CREW OF LABORERS, MECHANICS AND FOREMAN TO PROSECUTE THE WORK WITH DISPATCH. 11. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER THROUGHOUT THE COURSE OF THE JOB. HE SHALL MAINTAIN CLEANLINESS THROUGHOUT AND CONTROL ANY DUST CAUSED BY THE WORK, AS WELL AS PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC AS REQUIRED TO PROTECT THE PUBLIC AND OWNER DURING THE COURSE OF CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFTOVER MATERIALS, DEBRIS, IN HIS TOOLS AND EQUIPMENT OPERATIONS OF THE INSTALLATION. ALL FIXTURES AND REUSABLE MATERIALS TO BE REMOVED ARE TO BE STORED OR DISPOSED OF AS PER OWNER INSTRUCTIONS. INVOLVED CONCLUSION AT APPLICABLE BUILDING CODES 2021 INTERNATIONAL RESIDENTIAL CODE 2021 IECC 2021 UMC 2021 IFC 2021 UPC 2015 IWUIC 2020 NEC 2021 LOCAL AMENDMENTS PER CITY OF AUSTIN T DB DC S 3S SDM S D4S FS D3 SD CO S|C J FLOOR-MOUNTED DUPLEX RECEPTACLE OUTLET THERMOSTAT DOOR BELL BUZZER DOOR BELL CHIME WALL SWITCH 3-WAY WALL SWITCH DIMMABLE 3-WAY WALL SWITCH DIMMABLE 4-WAY WALL SWITCH FAN SWITCH SMOKE DETECTOR CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTOR COMBO SMOKE DETECTOR & CARBON MONOXIDE UNIT J BOX EXHAUST FAN EXHAUST FAN W/ LIGHT EXHAUST FAN W/ LIGHT & HEAT RECESSED CAN LIGHT WP RECESSED CAN LIGHT; WET LOCATION BIG PENDANT SURFACE MOUNTED FIXTURE WALL SCONCE UNDER-CABINET FIXTURE LED GARAGE SHOP LIGHT CEILING FAN (W/O LIGHT KIT) CEILING FAN W/ LIGHT KIT EXTERIOR FLOOD LIGHTS ELECTRICAL PANEL EP A/C SUPPLY REGISTER / VENT RETURN AIR GRILLE MATERIALS LEGEND FILL (COMPACTED) EARTH (UNDISTURBED) GRAVEL ROCK GROUT/SAND CONCRETE STEEL CMU STONE FINISH WOOD PLYWOOD RIGID INSULATION INSULATION WOOD BLOCKING WOOD SHIM GYPSUM WALL BOARD DAMPPROOFING/WP MEMBRANE FLASHING METAL FLASHING ISSUE FEASIBIITY SET PRICING SET PRICING PROGRESS SET PERMIT SET 10/30/23 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 A0.01 GENERAL NOTES SCALE: DATE: PROJECT NO: AS NOTED 2321 ABV A/C ADDT'L ADJ AFF APPROX ARCH @ BLDG BLKG BLW BO CAB CL CLG COL CONC CONST CONT DIA/Ø DIM DISP DN DET/DTL DWG DW E EA ELEC EQ EQUIP EXT F FF FIN FIXT FLR FOF HB HH HM HP HT HVAC IN INFO INSUL INT LF LP MATL MAX MECH MTL MNFR MIN MISC MW N No/# NTS OC OPP PLYWD PROP PTD QTY R RCP REF RM RO S REQ'D SCHED SD SECT SF SHWR SIM SS STN ST/STL STRUC SYM TBD TEMP TOC TO TWH TYP UC UL UON W W/ WC WD W/D W/O WP below bottom of cabinet center line ceiling column concrete construction continuous diameter dimension disposal down detail drawing dishwasher east each electrical equal equipment finished floor exterior freezer finish fixture floor face of finish hose bib header height hollow metal high point height heating, ventilating and air conditioning inch/inches information insulation interior linear feet low point material maximum mechanical metal manufacturer minimum miscellaneous microwave north number not to scale on center opposite plywood property painted quantity refrigerator reflected ceiling plan reference/refer to required room rough opening south schedule smoke detector section square feet shower similar stainless steel stone steel structural symmetrical to be determined tempered top of concrete top of tankless water heater typical under counter underwriters laboratory unless otherwise noted west/wide with water closet wood washer/dryer without waterproof EXISTING SURVEY 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND NOTES ISSUE FEASIBIITY SET PRICING SET PRICING PROGRESS SET PERMIT SET 10/30/23 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 A0.02 SURVEY SCALE: DATE: PROJECT NO: AS NOTED 2321 GENERAL SITE TREE NOTES THE CONTRACTOR SHALL INSTALL EROSION / 1. SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE (CLEARING, GRUBBING, OR PREPARATION WORK EXCAVATION). 2. THE PLACEMENT OF EROSION/SEDIMENTATON CONTROLS SHALL BE IN ACCORDANCE WITH THE ENVIORNMENTAL CRITERIA MANUAL AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 3. ALL EROSION DISTURBED AREAS SHALL BE RESTORED PER COA RULES AND REGULATIONS. 4. GUIDELINES AT ALL TIMES. 5. NO CUT OR FILL GREATER THAN 4" IS ALLOWED WITHIN THE 1/2 CRZ OF PROTECTED TREES (19" OR GREATER), AND THERE IMPACT ALLOWED WITHIN THE 1/4 CRZ. 6. DEMOLITION WITHIN THE 1/4 AND 1/2 CRZ OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS PROTECTION PERMANENT CONTROLS: PER COA PROVIDE IS NO TREE GENERAL TREE NOTES 1. TREE PROTECTION SHALL COMPLY WITH ALL REQUIREMENTS OF ENVIRONMENTAL CRITERIA MANUAL SECTION 3.6. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK ON SITE AND MAINTAINED UNTIL PROJECT COMPLETION. 2. FENCING SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5’, INSTALLED ON STEEL T-POSTS WITH A MINIMUM SPACING OF 10’ BETWEEN POSTS. FENCING SHALL BE CONTINUOUS AND CREATE A CLOSED, INACCESSIBLE AREA OF ROOT ZONE PROTECTION. FENCING SHALL NOT BE MOVED DURING THE PROJECT WITHOUT AUTHORIZATION BY CITY INSPECTOR. FENCING SHALL ENCOMPASS THE ENTIRETY OF THE CRZ NOT APPROVED FOR EITHER IMPACTS OR ALTERNATIVE PROTECTION. FENCED AREAS SHALL NOT BE USED FOR MATERIAL STORAGE AND SHALL BE KEPT FREE OF LITTER. 3. MULCH IS REQUIRED FOR ANY PORTION OF THE CRZ THAT HAS NOT BEEN APPROVED FOR IMPACTS AND THAT CANNOT BE PROTECTED BY FENCING. MULCH SHALL BE OF A NATURAL HARDWOOD TYPE AND INSTALLED TO A MINIMUM DEPTH OF 8” ON ANY PORTION OF THE CRZ NOT PROTECTED BY FENCING. MULCH USED WITHIN THE HALF CRZ SHALL BE TOPPED BY DECKING TO PROVIDE ADDITIONAL PROTECTION AGAINST COMPACTION. MULCH SHALL NOT EXCEED 12” IN DEPTH, SHALL NOT CONTACT THE TRUNK, AND SHALL BE REMOVED AT THE END OF THE PROJECT. PORTIONS OF THE CRZ PROTECTED BY FENCING DO NOT REQUIRE MULCH UNLESS THE SOIL HAS BEEN DISTURBED, IN WHICH CASE THEY REQUIRE MULCH INSTALLED TO A DEPTH OF 3”. 4. TRUNK OR BRANCH WRAPPING IS REQUIRED WHEN PROTECTIVE FENCING IS INSTALLED WITHIN 5’ OF THE TRUNK OR WHEN LOW GROWING MAJOR LIMBS ARE AT RISK OF DAMAGE FROM EQUIPMENT AND VEHICLES. DIMENSIONAL LUMBER SUCH AS 2X4S SHALL BE SECURED TO THE BRANCH BY WIRE OR STRAPS. WRAP SHALL NEVER BE SECURED DIRECTLY TO THE BRANCH BY SCREWS OR OTHER METHODS THAT PENETRATE OR OTHERWISE DAMAGE THE TREE. WRAP SHALL BE LOOSENED AND RETIGHTENED EVERY SIX MONTHS. 5. AREAS SHALL NOT BE LOCATED WITHIN THE CRZ. 6. PRUNING SHALL NOT REMOVE MORE THAN 25% OF THE LIVE CANOPY OF THE TREE, SHALL CONFORM TO THE ANSI A300 STANDARD FOR TREE CARE, AND SHALL BE PERFORMED BY A QUALIFIED ARBORIST. 7. DEMOLITION WITHIN THE CRZ SHALL BE PERFORMED TO MINIMIZE DISTURBANCE TO THE CRZ AND ESPECIALLY TO FRESHLY EXPOSED AREAS OF SOIL. WHERE POSSIBLE MACHINERY SHOULD SIT ON EXISTING HARDSCAPE OR OUTSIDE THE CRZ AND WORK OUTWARDS FROM THE TREE. CONSTRUCTION METHODS SHALL NOT IMPACT 8. THE CRZ BEYOND WHAT HAS BEEN APPROVED. FOUNDATION FORMWORK THAT LIES ADJACENT TO OR OVERLAPS THE HALF CRZ SHALL NOT BE ANCHORED WITHIN THE HALF CRZ BUT SHALL USE A STRONGBACK OR OTHER DESIGN TO AVOID THE HALF CRZ. NO STAKES LARGER THAN #5 REBAR PINS SHALL PENETRATE THE SOIL WITHIN THE HALF CRZ. 9. TRENCHING WITHIN THE HALF CRZ SHALL BE PERFORMED BY AIR SPADE OR OTHER LOW IMPACT EXCAVATION METHOD WITHIN THE TOP 30”. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE BARK OF ROOTS. ROOTS LARGER THAN 1.5”IN DIAMETER SHALL NOT BE CUT WITHOUT AUTHORIZATION FROM CITY INSPECTOR. CHEMICAL TOILETS AND CONCRETE WASHOUT TREE ANALYSIS LEGEND 2" X 4" X 8' PLANKING ATTACHED TO THE TRUNK OF PROTECTED TREE TREE FENCING WOOD CHIP MULCH AREA (8" DEPTH) EXISTING STRUCTURE IMPACTING CRZ NEW STRUCTURE IMPACTING CRZ NEW SITEWORK IMPACTING CRZ PROTECTED TREE FULL CRZ 1/4" CRZ 1/2" CRZ NON-PROTECTED TREE CRZ EXISTING OVER HEAD UTILITY LINES @ 653.4' WEST 32ND STREET (50') EXISTING OVER HEAD UTILITY LINES @ 654.4' S70º43'00" E 63.85' 34" HACKBERRY TO BE REMOVED. RE: 2024-039448 TP EXISTING COLUMN EXISTING WOOD & WIRE FENCE 1358 EXTG GAS LINE EXISTING NO PARKING SIGN EXISTING FIRE HYDRANT " 0 - ' 5 1 LOT 4 621 15' CLEARANCE FROM CLOSEST O/H ELECTRIC WIRE 25' BUILDING LINE ' 9 5 . 2 1 8 = R ' 1 1 . 5 6 = C W ' " 5 3 9 3 º 9 1 S 1365 EXISTING WALL WITH COLUMNS 15.5" AMERICAN ELM (9", 7" & 6" STEMS) NEW WATER LINE EXISTING WATER METER 8" DEEP MULCH LAYER EXISTING SIDEWALK 27'-6" F ULL C R Z PROVIDE 2X4 PLANKS (6' TALL MIN) TO BE STRAPPED SECURELY AROUND TRUNK AND ROOT FLARE K C A B T E S E D S T E E R T S I ' 5 1 T A L P R E P E N I L G N D L I U B I ' 2 1 EXISTING IMPACT TREE FENCING / / / / / / / / / / / / / / / / 13'-6" 1/2 CRZ AIR SPADE @ 1 RE:STRUCTURAL 2 CRZ EXISTING IMPACT 27" AMERICAN ELM 6'-9" 1/4 CRZ / / 1364 / / 24" PECAN / / / / 12'-0" 1/2 CRZ 1361 ' 6 - 0 " 1 / 4 C R Z 2 4'-0" F U L L C R Z EXISTING IMPACT 620 EXISTING IMPACT ' 9 5 . 2 1 8 = R Y A W E V I R D " 8 / 3 7 - ' 8 1 ' 5 9 . 2 8 = C ' W " 3 4 2 0 º 5 2 S PROPOSED ACCESS ROUTE PROPOSED DUMPSTER LOCATION EXT DIRT DRIVE TO BE REPLACED BY CONC DRIVEWAY NEW O/H ELEC LINE I ) S E R A V W O R ( T E E R T S N O S R E F F E J EXISTING POWER POLE EXISTING COLUMN EXISTING OVER HEAD UTILITY LINE PROPOSED PORTA POTTY LOCATION PROPOSED 1 STORY HOUSE E U P & I E N L G N D L U B I I ' 5 K-3489 VITREOUS CHINA CIMARRON TOILET K V C T O I - I T 3 M I R 4 L A 8 E E R 9 T O R U O S N C H N A I PREMIUM MATERIALS K-T78025-4 VALVE TRIM COMPONENTS 621 NEW STRUCTURE IMPACT NEW ELEC METER TREE FENCING 22"PECAN / / 1359 WOOD RAMP 5'-6" 1/4 CRZ 2 2 ' - 0 " F U L L C R Z 1 '- 0 " 1 / 2 C 1 Z R 1360 EXISTING GAS METER EXISTING WOOD FENCE LOT 3 8" DEEP MULCH LAYER 10" SPANISH OAK ' . 5 7 2 4 1 E " 2 4 6 1 º 9 1 N ' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROVIDE 2X4 PLANKS (6' TALL MIN) TO BE STRAPPED SECURELY AROUND TRUNK AND ROOT FLARE EXISTING IMPACT EXISTING FRAME GARAGE (NOT IN CONTRACT) PROPOSED CONCRETE & PAINT WASH OUT LOCATION 10' REAR BLDG SETBACK 1362 // // // 10" HACKBERRY 1363 // // N65º38'26" E 55.30' // // // 10" HACKBERRY 5' PUE / / / / // LOT 5 // // // // // 13" AMERICAN ELM 17" LIVE OAK / / / / TREE LEGEND 34" HACKBERRY 10" SPANISH OAK 22" PECAN 24" PECAN 10" HACKBERRY 10" HACKBERRY 27" AMERICAN ELM 1358 1359 1360 1361 1362 1363 1364 1365 9", 7" & 6" AMERICAN ELM (TOTAL 15.5") 1 PLOT PLAN 1"=3/32"-0" SCALE: 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM EXISTING STOP SIGN EXISTING WATER VALVES EXISTING OVER HEAD UTILITY LINES; TYP EXISTING OVER HEAD UTILITY LINES @ 657.4' LEGEND EXISTING OVER HEAD UTILITY LINES @ 657.0' NOTES ISSUE PRICING PROGRESS SET PERMIT SET 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A0.03 TREE PRESERVATION SCALE: DATE: PROJECT NO: AS NOTED 03/25/2024 2321 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND NOTES ISSUE PERMIT SET 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 A0.04 FLARE TYPE I DRIVEWAY DETAILS SCALE: DATE: PROJECT NO: N.T.S. 11./27/23 2321 EXISTING PORCH TO BE REMOVED EXISTING HOUSE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING A/C PAD TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING WALKWAY TO BE REMOVED EXISTING FOUNTAIN TO BE REMOVED EXISTING TRELLIS TO BE REMOVED EXISTING CONCRETE TABLE TO BE REMOVED EXISTING STEPPING STONES TO BE REMOVED EXISTING CONCRETE FENCE TO BE REMOVED EXISTING FRAME GARAGE (NOT IN CONTRACT) // / / / / / / // // // // // // // // // // // // // // // // // // EXISTING DIRT DRIVE TO BE REMOVED 1 DEMOLITION PLAN 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND EXISTING WALL, DOOR, ETC TO BE REMOVED NOT IN CONTRACT NOTES ISSUE PRICING SET PRICING PROGRESS SET PERMIT SET 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" D2.00 DEMOLITION SITE PLAN SCALE: DATE: PROJECT NO: 1/8"=1'-0" 2321 SLOPE 12":12" CL WINDOW 2'-3" 26x50 - 8'-0" HH CL WINDOWS 26x50 - 8'-0" HH 8'-0" 2'-1" 2'-4 1/2" 3'-9 1/2" 3'-0" 4'-6" 3'-0" ARCHITECTURAL SHINGLE ROOF, TYP BRICK CHIMNEY LINE OF WALLS BLW SLOPE 12":12" SLOPE 12":12" E P O L S " 2 1 : " 6 " 2 1 : " 6 E P O L S S T A O C F L " 0 - ' 3 A E B O R D R A W F L " 2 - ' 6 CL DOOR S|C 28x80 110 1 2'-0" S|C CL DOOR 2'-6 1/2" B E B O R D R A W F L " 2 - ' 6 / F R " 0 - ' 2 " 0 1 - ' 1 " 0 - ' 2 " 3 - ' 8 " 2 / 1 1 1 - ' 2 " 4 - ' 2 " 8 / 3 1 - ' 6 " 8 / 5 8 - ' 7 " 8 / 7 0 - ' 3 " 1 - ' 4 " 8 - ' 1 " 8 / 5 1 - ' 2 " 2 / 1 0 1 - ' 2 " 1 - ' 2 " 7 - ' 3 " 2 / 1 0 1 - ' 1 14'-3" PORCH 3'-11" CL COLUMN CL COLUMN 8" 5" 12'-1" CL COLUMN CL COLUMN 5" 8" DN FRONT PORCH 001 14'-3" X 6'-0" 120 SF " 5 - ' 2 C O L U M N CL CLC O L U M N -0'-1 1/2" T.O.C. CL WINDOW CL WINDOW 33'-3" GAS LAMP CL DOOR 100 1 4'-3" H C R O P " 1 - ' 6 0 8 x 0 2 100 2 40x50 - 8'-0" HH 40x50 - 8'-0" HH 30x80 D O O R CL 0'-0" T.O.DECK ENTRY 100 7'-6" X 5'-0" 38 SF 10'-0" CLNG HGT 40x80 CL OPENING H C R O P " 2 / 1 5 - ' 1 1 W O L N I - T L U B I W O L N I - T L U B I H H " 0 - ' 8 - 0 5 x 0 3 H H " 0 - ' 8 - 0 5 x 0 3 4'-6 1/2" 5'-10 1/2" 2'-3 1/2" 2'-0" 7'-0 1/2" 9'-1" 2'-11" 10'-0" CLNG HGT BATH 112 5'-6" X 11'-1" 61 SF 113 1 28x80 HALL 111 3'-11" X 11'-1" 43 SF 10'-0" CLNG HGT PUSH BUTTON ATTIC STAIR O P E N N G I CL 30x80 LIVING 101 18'-0" X 13'-0" 224 SF 10'-0" CLNG HGT 0 8 x 8 2 112 1 S|C 2'-6 1/2" 90x80 3'-0" 4'-0" DN A3.01 1 MILLWORK PANEL WALL GUEST BEDRM A 113 11'-6" X 13'-6" 165 SF 10'-0" CLNG HGT K-3489 VITREOUS CHINA CIMARRON TOILET HOTEL RACK H H " 0 - ' 8 - 6 1 x 0 4 ADD FRAMING TO FIT TUB, VERIFY W/ TUB SIZE PRE-FAB VANITY RECLAIMED TUB 1'-9 3/4" 2'-4 1/2" 1'-4 1/4" 2'-0 3/4" 2'-4 3/4" 1'-10" 7'-0 1/2" 7'-6" GUEST BEDRM B 110 11'-4" X 13'-6" 167 SF CL WASHER CL DRYER CL DOOR 10'-0" CLNG HGT MILLWORK PANEL WALL 7'-8" HANDRAIL " 6 - ' 4 N D " 0 - ' 1 2 VISITABILITY BATHROOM ROUTE IN ACCORDANCE W/ CODE 25-12-243 SEC. R320.5; SEE VISITABILITY NOTE 3 ON A0.01 10'-0" CLNG HGT DINING 102 14'-0" X 13'-9" 193 SF 90x80 103 1 10'-0" CLNG HGT KITCHEN 103 18'-0" X 13'-0" 244 SF " 2 / 1 2 - ' 5 SIDE PORCH 002 " 9 - ' 3 8'-0" X 13'-8" 109 SF -0'-1 1/2" T.O.C. 0 8 x 8 2 102 1 4'-0" " 5 - ' 2 DN HANDRAIL " 0 - ' 7 7'-8" PANTRY WINE REF TRASH D/W H H " 0 - ' 8 - 0 5 x 0 5 CL DOOR 9' X 4' ISLAND 7'-11 1/2" CL RANGE RANGE SHLF M/W W D LAUNDRY 109 CL TOILET/DOOR 9'-6" X 7'-4" 69 SF 30x80 109 2 10'-0" CLNG HGT CL SHOWER 109 1 0 8 x 8 2 LINENS HALL 104 4'-0" X 8'-5" 34 SF CL DOOR 0 8 x 8 2 3'-1" CL OPENING D O O R / O P E N N G I CL 2'-0" 1'-10" 4'-2" 2'-4" 2'-0 1/2" 2'-4" 1'-8" 5'-4 1/2" K-3489 VITREOUS CHINA CIMARRON TOILET W/C 3' X 5' 108 2 CURBLESS SHOWER 6'-2" X 5'-0" CL CONTROLS S|C 10'-0" CLNG HGT H C N E B 30x80 106 1 S|C 2'-4 1/2" 8" 1'-6 1/2" 1'-11" PREMIUM MATERIALS K-T78025-4 VALVE TRIM COMPONENTS 28x80 MUD RM 105 7'-0" X 5'-4" 37 SF 10'-0" CLNG HGT DROP ZONE 0'-0" T.O.DECK 105 1 0 8 x 0 3 BACK PORCH 003 -0'-0 1/2" T.O.C 7'-0" X 5'-0" 35 SF DN 2'-11" 20x50 - 8'-0" HH I CL WINDOW G N D N A L " 0 - ' 5 24x80 10'-0" CLNG HGT CL SINK MAIN BATH 108 7'-9" X 10'-9" 92 SF CL SINK 3'-3 1/2" 108 1 2'-7 1/2" 0 8 x 8 2 2'-9 1/2" MAIN BEDRM 106 15'-0" X 12'-9" 204 SF 7'-4 1/2" 2'-5 1/2" D O O R CL 10'-0" CLNG HGT MAIN WIC 107 7'-11" X 7'-0" 55 SF 10'-0" CLNG HGT 0 8 x 8 2 107 1 D O O R CL H H " 0 - ' 8 - 0 7 x 0 3 H H " 0 - ' 8 - 0 7 x 0 3 H H " 0 - ' 8 - 0 7 x 0 3 E P O L S " 2 1 : " 1 PLANTER RAMP HANDRAIL VISITABILITY EXTERIOR ROUTE IN ACCORDANCE W/ CODE 25-12-243 SEC. R320.7; SEE VISITABILITY NOTE 5 ON A0.01 " 0 - ' 3 P M A R 8'-8 1/2" 15'-6 1/2" 17'-10 3/4" SLOPE 1":12" 4'-3 1/2" 3'-11 1/2" LANDING 9 1/2" 24'-3" 2 A3.01 CL COLUMN WOOD ACCESS RAMP " 2 / 1 4 - ' 5 " 6 - ' 2 " 1 - ' 2 " 0 1 - ' 4 " 1 - ' 2 " 6 - ' 2 " 2 - ' 3 " 0 - ' 7 " 2 / 1 1 - ' 3 " 2 / 1 4 - ' 2 " 4 / 3 0 1 - ' 2 " 6 - ' 3 " 6 - ' 3 " 4 3 / 7 - ' 2 CL W O D N W I CL W O D N W I CL W O D N W I CL W O D N W I CL R O O D CL I / K N S W O D N W I 1 0 0 . 3 A CL R O O D CL W O D N W I CL W O D N W I CL CL W O D N W I N M U L O C S A G E C A L P E R F I H H " 0 - ' 8 - 0 8 x 6 4 H H " 0 - ' 8 - 0 8 x 6 4 P M A R " 1 - ' 3 1 I G N D N A L " 8 - ' 3 H H " 0 - ' 8 - 0 5 x 6 2 H H " 0 - ' 8 - 0 5 x 6 2 H H " 0 - ' 8 - 0 5 x 6 2 H H " 0 - ' 8 - 0 5 x 6 2 H H " 0 - ' 8 - 6 1 x 6 2 H H " 0 - ' 8 - 6 1 x 6 2 CL N M U L O C CL W O D N W I CL W O D N W I CL CL CL T E L I O T / R O O D W O D N W K N S I I / S L O R T N O C B U T / CL W O D N W I CL W O D N W I CL W O D N W I CL W O D N W I " 8 - ' 3 " 9 - ' 3 " 8 / 3 0 - ' 7 " 9 - ' 3 " 2 / 1 4 - ' 1 " 8 / 1 6 - ' 3 " 1 1 - ' 4 " 2 / 1 5 - ' 1 " 2 / 1 3 - ' 3 " 0 - ' 7 " 2 / 1 3 - ' 3 " 8 - ' 7 " 9 - ' 3 " 4 / 1 1 1 - ' 1 " 4 / 1 1 1 - ' 1 " 2 / 1 5 - ' 3 " 0 1 - ' 3 " 0 - ' 4 " 2 / 1 1 1 - ' 5 6 0 0 . 3 A 2 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / VISITABLE DWELLING ENTRANCE TO MEET CODE 25-12-243 SEC. R320.6; SEE VISITABILITY NOTE 4 ON A0.01 AND DETAIL 4/6.00 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND XXX X S|C DOOR TAG SMOKE CARBON MONOXIDE DETECTOR COMBO NOT IN CONTRACT NOTES 1. ALL DIMENSIONS ARE TO FRAMING U.O.N 2. INSTALL A SMOKE DETECTOR SYSTEM - HARD WIRED, INTERCONNECTED, BATTERY BACK-UP AT EACH SLEEPING ROOM & VICINITY. PER IRC 2021 SECT314 3. APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN THE DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND DWELLING UNITS THAT HAVE ATTACHED GARAGES. IN ACCORDANCE WITH 2021 IRC SEC R315.1 ISSUE PRICING SET PRICING PROGRESS SET PERMIT SET 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A2.00 CONSTRUCTION PLAN / / / / / / SCALE: DATE: / / PROJECT NO: 1/4"=1'-0" 2321 2 ROOF PLAN 1 CONSTRUCTION PLAN PAINTED HARDIE LAP SIDING SHINGLE ROOF 113 C 113 D 110 A 110 B 112 A 108 A 108 B T.O. PLATE 10'-0" NOTES 1. ALL DIMENSIONS ARE TO FRAMING U.O.N 2 SIDE ELEVATION (WEST) PAINTED HARDIE LAP SIDING WOOD BEAM RE:STRUCTURAL BRICK CHIMNEY SHINGLE ROOF 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND XXX X WINDOW TAG ISSUE PRICING SET PRICING PROGRESS SET PERMIT SET 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A3.00 BUILDING ELEVATIONS SCALE: DATE: PROJECT NO: 1/4"=1'-0" 2321 " 0 - ' 0 1 T.O. DECKING 0'-0" 21' -3" H.P. ROOF T.O. PLATE 10'-0" " 3 - ' 1 1 " 0 - ' 0 1 T.O. DECKING 0'-0" 106 A 106 B 106 C 103 B 102 A 102 B 101 B 101 A 1 SIDE ELEVATION (EAST) WOOD RAILING @ RAMP METAL HANDRAIL; TYP HARDIE PAINTED TRIM; TYP WOOD COLUMN; TYP 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND XXX X WINDOW TAG PAINTED HARDIE LAP SIDING SHINGLE ROOF BRICK CHIMNEY BEYOND T.O. PLATE 10'-0" NOTES 1. ALL DIMENSIONS ARE TO FRAMING U.O.N 103 A " 0 - ' 0 1 T.O. DECKING 0'-0" 28' -8" H.P. ROOF 17' - 10" MID. ROOF T.O. PLATE 10'-0" " 0 1 - ' 7 " 0 1 - ' 7 " 0 - ' 0 1 18' - 0 7/8" H.P. ROOF " 8 / 7 0 - ' 8 1 I I T H G E H G N D L U B " 6 - ' 0 2 I ISSUE PRICING SET PRICING PROGRESS SET PERMIT SET 02/01/24 04/02/24 05/31/24 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A3.01 BUILDING ELEVATIONS 101 B 101 C 113 A 113 B 1 FRONT ELEVATION (NORTH) GAS LAMP WOOD COLUMNS;TYP T.O. DECKING 0'-0" = 623.6' 621.4' H.P. ADJ. GRADE 620.9' AVERAGE ADJ. GRADE 620.4' L.P. ADJ. GRADE SCALE: DATE: PROJECT NO: 1/4"=1'-0" 2321 2 REAR ELEVATION (SOUTH) BRICK CHIMNEY SHINGLE ROOF PAINTED HARDIE LAP SIDING INT EXT FINISHED FLOOR; SEE A2.10 PLYWOOD DECKING RE: STRUCTURAL WOOD LEDGER RE: STRUCTURAL ENTRY DOOR METAL REDUCING SILL RECESSED SILL AS REQUIRED WATERPROOFING SEALANT JOINT FINISH STONE CONCRETE " 2 / 1 T.O.F.F. T.O. PORCH F.F. 4 TYPICAL VISITABLE EXTERIOR DOOR SILL DETAIL 3" = 1'-0" 3 DOOR SCHEDULE E L U D E H C S E E S E L U D E H C S E E S E L U D E H C S E E S ISSUE PRICING SET PRICING PROGRESS SET PERMIT SET 02/01/24 04/02/24 05/31/24 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE TYPE A WOOD ENTRY DOOR SIDE DOOR TYPE B SOLID CORE INTERIOR SWING DOOR FLUSH TYPE C SOLID CORE INTERIOR POCKET DOOR CLIENT EXTG PANELS 2 DOOR ELEVATIONS STEEL DOOR/WINDOW UNIT; TEMPERED GLASS MUST MEET EGRESS REQ'M 2'-8" 4'-6" 4'-6" 3'-0" 3'-0" 2'-0" 2'-6" 4'-0" 2'-6" 2'-6" 3'-0" 3'-0" 5'-0" 2'-4" 2'-4" 4'-0" 2'-0" 2'-0" 4'-0" 2'-0" 2'-0" TEMPERED TEMPERED TEMPERED MUST MEET EGRESS REQ'M MUST MEET EGRESS REQ'M " 0 - ' 8 " 0 - ' 7 " 0 - ' 8 " 0 - ' 7 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 0 - ' 1 " 0 - ' 1 " 0 - ' 5 " 0 - ' 3 " 0 - ' 5 " 0 - ' 3 " 6 - ' 1 " 0 - ' 8 " 6 - ' 6 " 6 - ' 1 " 0 - ' 8 " 6 - ' 6 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 0'-0" T.O. DECKING DOOR + 102-A, 102-B (DINING) 106-B (M BEDRM) 106-A & 106-C (M BEDRM) 103-B (KITCHEN) 103-A (KITCHEN) 108-A, 108-B (MAIN BATH) 112-A (G BATH) 101-B (LIVING) 101-A (LIVING) 101-B (LIVING) 101-C (LIVING) 113-A, 113-C (G BEDRM) 110-A (G BEDRM) 113-B, 113-D (G BEDRM) 110-B (G BEDRM) 1 WINDOW ELEVATIONS 7500 LADLE LANE AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM CONSULTANTS STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 2579 WESTERN TRAILS BLVD, SUITE 230 AUSTIN, TX 78745 512-328-5353 | WWW.ARCHCE.NET CONTRACTOR: MERIDIAN CUSTOM HOMES P.O. BOX 161060 - AUSTIN, TX 78716 512-809-9840 | WWW.MCHAUSTIN.COM LEGEND NOTES 1. ALL WINDOWS TO BE ALUMINUM-CLAD WOOD WINDOWS U.O.N. 05/31/24 WEST 32ND ST 1701 W 32nd STREET AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A6.00 DOOR & WINDOW SCHEDULE SCALE: DATE: PROJECT NO: 1/4"=1'-0" 01/15/24 2321 FRONT REAR SIDE SIDE