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ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS GENERAL NOTES1 SHEET INDEX A.C.T. A.D. A.F.F. ACOUSTICAL CEILING TILE AREA DRAIN ABOVE FINISHED FLOOR AIR HANDLER UNIT ABOVE ADJACENT ALTERNATE ALUMINUM ANODIZED A.H.U. ABV. ADJ. ALT. ALUM. ANOD. APPROX. APPROXIMATE ARCH. ARCHITECT / ARCHITECTURAL AUTOMATIC BUILDING LINE BOARD BUILDING BLOCKING BEAM BRICK BASEMENT BETWEEN CORNER GUARD CAST IN PLACE CONTROL JOINT CENTER LINE CONCRETE MASONRY UNIT(S) CEMENT PLASTER CEERAMIC TILE CURTAIN WALL CABINET CEILING CLEAR/CLEARANCE COLUMN CONCRETE CONTINUOUS/CONTI NUE(D) CARPET COUNTER DOWNSPOUT DOUBLE DEMOLITION DIAMETER DIAGONAL DIMENSION DETAIL DRAWING EAST EXPANSION JOINT ELECTRIC WATER COOLER ELECTIRC WATER HEATER EACH ELEVATION ELECTRIC(AL) ELEVATOR EQUAL EQUIPMENT ESTIMATE/ESTIMATE D EXISTING EXHAUST EXAUST FAN EXTERIOR FIRE ALARM PULL FLOOR CLEAN OUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR AUTO. B.L. BD. BLDG. BLKG. BM. BRK. BSMT. BTW. C.G. C.I.P. C.J. C.L. C.M.U. C.P. C.T. C.W. CAB. CLG. CLR. COL. CONC. CONT. CPT. CTR. D.S. DBL. DEMO. DIA. DIAG. DIM. DTL. DWG. E. E.J. E.W.C. E.W.H. EXG. EXH. EXH.F. EXT. F.A.P. F.C.O. F.D. F.D.C. F.E. F.E.C. F.F. EA. EL. ELEC. ELEV. EMERG. EMERGENCY EQ. EQUIP. EST. F.F.E. F.W.P. FAB. FABR. FDN. FL. FLEX. FLOUR. G.C. FINISHED FLOOR ELEVATION FABRIC WRAPPED PANELS FABRIC FABRICATOR FOUNDATION FLOOR FLEXIBLE FLOURESCENT GENERAL CONTRACTOR G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER GAUGE GALVANIZED GLAZING GYPSUM BOARD GA. GALV. GL. GP.BD. GR.BM. GRADE BEAM H.B. H.C. H.D. H.M. H.W.H. HC. HDR. HDW. HDWD. HORIZ. HT. HVAC. HOSE BIB HOLLOW CORE HEAVY DUTY HOLLOW METAL HOT WATER HEATER HANDICAP HEADER HARDWARE HARDWOOD HORIZONTAL HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INSIDE FACE INSULATE/INSULATIO N INTERIOR LEFT HAND LIVE LOAD LABORATORY LAMINATE(D) LAVATORY LADDER LINTEL LOUVER LIGHT LIGHTWEIGHT MANHOLE MASONRY OPENING INT. L.H. L.L. LAB. LAM. LAV. LDR. LNTL. LOUV. LT. LTWT. M.H. M.O. M.PAN. METAL PANEL M.R.T. I.D. I.F. INS. MAT. MAX. MECH. MEMB. MFR. MIN. MISC. MOD. MTL. MULL. MULT. MW. N. N.I.C. N.R.C. MOISTURE RESISTANT TREATED MATERIAL(S) MAXIMUM MECHANICAL MEMBRANE MANUFACTURE(R) MINIMUM MISCELLANEOUS MODULAR METAL MULLION MULTIPLE MICROWAVE NORTH NOT IN CONTRACT NOISE REDUCTION COEFFICIENT NOT TO SCALE NOMINAL OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE N.T.S. NOM. O.A. O.C. O.D. O.F. O.F.C.I. OWNER FURNISHED O.H. O.S.B. OPP. ORIG. P.C. P.L. P.LAM. P.T. P.V.C. CONTRACTOR INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED OVERHEAD/OPPOSIT E HAND ORIENTED STRAND BOARD OPPOSITE ORIGINAL PRECAST PROPERTY LINE PLASTIC LAMINATE PORCELAIN TILE POLYVINYL CHLORIDE PERF. PERFORATE(D) PERIM. PERIMETER PERP. PERPENDICULAR PKG. PARKING PL. PLATE PLUMBING PLBG. PLYWD. PLYWOOD PAINT(ED) PNT. POS. POSITIVE PREFAB. PREFABRICATE(D) PREFIN. PRE-FINISH(ED) PRTN. PT. R. R.A. R.B. R.C.P. PARTITION POINT RADIUS RETURN AIR RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN R.D. RUBBER FLOORING R.F. RIGHT HAND R.H. ROUGH OPENING R.O. R.O.W. RIGHT OF WAY REBAR. REINFORCING BAR(S) RECEP. RECEPTACLE REFERENCE REF. REFRIGERATOR REFG. REINFORCE(D)/REIN REINF. FORCING REQUIRED RESILIENT REQ. RESIL. REV. RM. RND. S4S. REVERSE (SIDE)/REVISE(D) ROOM ROUND SURFACED FOUR SIDES S. SOUTH S.A.F.B. SOUND S.C. S.G.D. S.S. S.S.M. S.STL. S.T.C. S.V. S.W.C. ATTENUATING FIRE BLANKET SOLID CORE SLIDING GLASS DOOR STANDING SEAM SOLID SURFACE MATERIAL STAINLESS STEEL SOUND TRANSMISSION CLASS SHEET VINYL SPECIAL WALL COVERING SCHED. SCHEDULE(D) SCR. SDG. SECT. SHT. SHTG. SIM. SKYLT. SLV. SPEC. SQ. ST. STA. STD. STG. STL. STRUC. STRUCTURE/STRUCT SCREEN SIDING SECTION SHEET SHEATHING SIMILAR SKYLIGHT SLEEVE SPECIFICATION(S) SQUARE STONE STATION STANDARD STORAGE STEEL SUBST. SURF. SUSP. SYM. SYS. T&B T&G T. T.B. T.O.B. URAL SUBSITUTE SURFACE SUSPENDED SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TREAD TACK BOARD TOP OF (NOTED ELEMENT) TOP OF STEEL T.O.S. T.O.S.C. TOP OF T.P.D. UR. V.C.T. T.V. TECH. TEL. TLT. TOL. TRANS. TRTD. TYP. U.C. U.N.O. STRUCTURAL CONCRETE TOILET PAPER DISPENSER TELEVISION TECHNICAL TELEPHONE TOILET TOLERANCE TRANSPARENT TREATED TYPICAL UNDERCOUNTER UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION TILE VERIFY IN FIELD V.I.F. VARIES VAR. VERTICAL VERT. VOLUME VOL. WEST W. WIND BRACE W.B. WATER CLOSET W.C. WIRE FABRIC W.F. WROUGHT IRON W.I. WALL MOUNTED W.M. WORK POINT W.P. W.PAN. WALL PANEL W.V. W.W.M. WELDED WIRE MESH W/ W/O WCT. WD. WD.B. WIN. WS. WITH WITHOUT WAINSCOT WOOD WOOD BASE WINDOW WATER STOP WOOD VENEER ARCHITECTURE REGULATIONS THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS HAS JURISDICTION OVER COMPLAINTS REGARDING THE PROFESSIONAL PRACTICES OF PERSONS REGISTERED AS ARCHITECTS IN TEXAS. TBAE INFORMATION: ADDRESS: 333 GUADALUPE, STE 2-350, AUSTIN TX 78701. TELEPHONE #: (512) 305-9000 FIRE SPRINKLER NOTES A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. A-009 REFERENCE PHOTOS 1 - ARCHITECTURAL A-001 REFERENCE PLOT PLAN A-002 DEMO SITE PLAN A-003 SITE PLAN A-004 TREE PRESERVATION A-005 EXISTING FLOOR PLAN A-006 EXISTING FLOOR PLAN A-007 DEMOLITION FLOOR PLAN A-008 DEMOLITION FLOOR PLAN A-101 LEVEL 1 FLOOR PLAN A-102 LEVEL 2 FLOOR PLAN A-104 LEVEL 1 RCP A-105 LEVEL 2 RCP A-201 DEMO ELEVATIONS A-202 DEMO ELEVATIONS A-203 ELEVATIONS A-204 ELEVATIONS A-205 ELEVATIONS A-301 SECTIONS A-601 SCHEDULES & DIAGRAMS A-701 3D A-702 3D APPLICABLE CODES 4. 3. 2. 1. INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 2018 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IWUIC) 2015 9. NATIONAL ELECTRICAL CODE (NEC) 5. 8. 6. 7. 10. UNIFORM MECHANICAL CODE 11. UNIFORM PLUMBING CODE (UPC) (UMC) 2021 2020 2021 DEFINITIONS - FLOOR AREA IBC 2021: BUILDING AREA: THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS EXCLUSIVE OF SHAFTS AND COURTS. AREAS NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. REF. IBC 2021 SEC. 202. IBC 2021: GROSS FLOOR AREA: THE FLOOR AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS OF THE BUILDING UNDER CONSIDERATION, EXCLUSIVE OF VENT SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS, STAIRWAYS, RAMPS, CLOSETS, THE THICKNESS OF INTERIOR WALLS, COLUMNS OR OTHER FEATURES. DOES NOT INCLUDE SHAFTS WITH NO OPENINGS OR INTERIOR COURTS. REF. IBC 2021 SEC. 202. IBC 2021: GROSS LEASABLE AREA: THE TOTAL FLOOR AREA DESIGNED FOR TENANT OCCUPANCY AND EXCLUSIVE USE. MEASURED FROM THE CENTERLINES OF JOINT PARTITIONS TO THE OUTSIDE OF THE TENANT WALLS. INCLUDE ALL TENANT AREAS AND AREAS USED FOR STORAGE. REF. IBC 2021 SEC. 202. IBC 2021: NET FLOOR AREA: THE ACTUAL OCCUPIED AREA NOT INCLUDING UNOCCUPIED ACCESSORY AREAS SUCH AS CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS, MECHANICAL ROOMS AND CLOSETS. REF. IBC 2021 SEC. 202. COA: GROSS FLOOR AREA: TOTAL ENCLOSED AREA OF ALL FLOORS IN A BUILDING WITH A CLEAR HEIGHT OF MORE THAN SIX FEET, MEASURED TO THE OUTSIDE OF THE EXTERIOR WALLS. REF. 25-1-21-(46). DISCLAIMER: CALCULATIONS WERE DONE FROM REVIT DRAWINGS PRIOR TO BUILDING CONSTRUCTION AND DO NOT REFLECT CHANGES DURING CONSTRUCTION OR AS-BUILT CONDITIONS. DISCLAIMER: NOT UNCOMMON FOR A SITE MEASUREMENT AND OR CALCULATION BY ONE PARTY TO DIFFER FROM THE SAME MEASUREMENT AND CALCULATION BY ANOTHER PARTY. THE CALCULATION FOR AN AREA, RESULTING FROM SITE MEASUREMENT BY THE BUILDING OWNER OR MANAGER, IS DEEMED ACCURATE IF A RE-MEASUREMENT GIVES RESULT WITH VARIANCE OF TWO PERCENT (2%) OR LESS. 1. THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND SHALL BRING CONFLICTS TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND STANDARDS OF THE LOCAL BUILDING CODE AUTHORITY. IF PROJECT IS OUTSIDE OF A MUNICIPALITY, 2021 IRC AND 2021 IBC GOVERN. DIRECT ALL QUESTIONS REGARDING SUCH COMPLIANCE TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 2. WRITTEN DIMENSIONS GOVERN. ALL DIMENSIONS TO FACE OF STUD, U.N.O.. DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT IN THE EVENT THAT REQUIRED DIMENSIONS ARE NOT GIVEN OR ARE IN CONFLICT WITH OTHER ANNOTATIONS. 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FEES FOR ALL NECESSARY PERMITS, LICENSES, CERTIFICATES, TESTING, ETC., UNLESS AGREED UPON OTHERWISE IN WRITING WITH OWNER AND ARCHITECT. 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. WARRANT ALL MATERIALS AND LABOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, OR THE DATE OF BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER IS LATER. REPAIR OR REPLACE ALL WORK THAT IS DISCOVERED TO BE DEFECTIVE DURING THAT PERIOD. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 7. THE CONTRACTOR SHALL PERFORM CUTTING AND PATCHING FOR ALL TRADES. CONFIRM LOCATIONS OF STRUCTURAL MEMBERS PRIOR TO CUTTING HOLES IN FLOORS OR ROOFS. DO NOT CUT HOLES IN STRUCTURAL MEMBERS BEFORE OBTAINING WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. 8. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WORK AND EQUIPMENT PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 9. REPAIR DAMAGE TO OR HOLES IN EXISTING PARTITIONS TO REMAIN ARISING FROM DEMOLITION OPERATIONS. PREPARE REPAIRED AREAS TO RECEIVE NEW SCHEDULED FINISHES. 10. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE OWNER. 11. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL, ELECTRICAL, AND PLUMBING CONSTRUCTION REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS. 12. PROVIDE RECORD DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. RECORD DRAWINGS MAY BE IN THE FORM OF TWO MARKED-UP COPIES OF CONSTRUCTION DOCUMENTS. DELIVER RECORD DRAWINGS TO THE ARCHITECT. 13. ITEMS FURNISHED BY THE OWNER BUT INSTALLED BY THE CONTRACTOR ARE NOTED "O.F.C.I." [OWNER FURNISHED/CONTRACTOR INSTALLED]. CONTRACTOR SHALL INCLUDE COST FOR INSTALLATION ONLY IN HIS PROPOSAL. 14. ITEMS FURNISHED AND INSTALLED BY THE OWNER ARE NOTED "O.F.O.I." [OWNER FURNISHED/OWNER INSTALLED]. CONTRACTOR SHALL NOT INCLUDE COSTS FOR FURNISHING OR INSTALLATION IN HIS PROPOSAL. 15. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.I.C." [NOT IN CONTRACT]. 16. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF ELEMENTS IN THE SAME PLANE. 17. "SIMILAR" OR "SIM", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR DETAIL REFERENCED IS SUBSTANTIALLY THE SAME AS THE ITEM OR DETAIL REFERRED TO, WITH MINOR VARIATIONS THAT DO NOT AFFECT FUNCTION OR APPEARANCE. 18. "TYPICAL" OR "TYP.", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR DETAIL REFERENCED IS THE SAME FOR ALL CONDITIONS OF A SIMILAR NATURE THROUGHOUT THE PROJECT, UNLESS NOTED OTHERWISE. 19. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. 20. THE CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ARCHITECT FOR ALL DOORS, WINDOWS, AND PLUMBING FIXTURES PRIOR TO ORDERING THESE MATERIALS FOR THE ARCHITECT'S REVIEW AND APPROVAL. IF THESE ITEMS ARE ORDERED PRIOR TO THE ARCHITECTS REVIEW OF SUBMITTALS, THE CONTRACTOR ASSUMES SOLE RESPONSIBILTY TO VERIFY THAT NO CONFLICTS EXIST IN THE DRAWINGS. 21. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL TAKEOFFS. THE ARCHITECT WILL NOT PERFORM TAKEOFFS AND ANY ROOM OR BUILDING AREAS SHOWN IN THE DRAWINGS ARE FOR PERMITTING ONLY. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 COVER A-000 SITE LOCATION ADMINISTRATIVE CONSTRUCTION PROCEDURES FOR GENERAL CONTRACTORS REQUESTS FOR INFORMATION (RFIS) IMMEDIATELY ON DISCOVERY OF THE NEED FOR ADDITIONAL INFORMATION OR INTERPRETATION OF THE CONTRACT DOCUMENTS, CONTRACTOR SHALL PREPARE AND SUBMIT AN RFI FORM TO THE ARCHITECT VIA EMAIL. CONTENT OF THE RFI FORM: INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF ITEM NEEDING INFORMATION OR INTERPRETATION AND THE FOLLOWING: 1. PROJECT NAME. 2. PROJECT NUMBER. 3. DATE. NAME OF CONTRACTOR. 4. NAME OF ARCHITECT. 5. RFI NUMBER, NUMBERED SEQUENTIALLY. 6. RFI SUBJECT. EMAIL SUBJECT LINE TO MATCH RFI SUBJECT 7. CONTRACTOR'S SUGGESTED RESOLUTION. IF CONTRACTOR'S SUGGESTED RESOLUTION IMPACTS THE CONTRACT TIME OR THE CONTRACT SUM, CONTRACTOR SHALL STATE IMPACT IN THE RFI. 8. CONTRACTOR'S SIGNATURE. 9. ATTACHMENTS: INCLUDE SKETCHES, DESCRIPTIONS, MEASUREMENTS, PHOTOS, PRODUCT DATA, SHOP DRAWINGS, COORDINATION DRAWINGS, AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE ITEMS NEEDING INTERPRETATION. INCLUDE DIMENSIONS, THICKNESSES, STRUCTURAL GRID REFERENCES, AND DETAILS OF AFFECTED MATERIALS, ASSEMBLIES, AND ATTACHMENTS ON ATTACHED SKETCHES. RFI FORMS: AIA DOCUMENT G716 OROTHER SOFTWARE-GENERATED FORM WITH SUBSTANTIALLY THE SAME CONTENT AS INDICATED ABOVE, ACCEPTABLE TO ARCHITECT. ATTACHMENTS SHALL BE ELECTRONIC FILES IN ADOBE ACROBAT PDF FORMAT. ARCHITECT'S ACTION: ARCHITECT WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND RESPOND TO CONTRACTOR. ALLOW 3 WORKING DAYS FOR ARCHITECT'S RESPONSE FOR EACH RFI. IF MORE URGENT, PLEASE CALL PROJECT MANAGER AFTER SENDING RFI VIA EMAIL. RFIS RECEIVED BY ARCHITECT AFTER 1:00 P.M. WILL BE CONSIDERED AS RECEIVED THE FOLLOWING WORKING DAY. ALLOW 24 HOURS FOR ANY ADDITIONAL FEEDBACK FROM RFI RESPONSE. RFI LOG: PREPARE, MAINTAIN, AND SUBMIT A TABULAR LOG OF RFIS ORGANIZED BY THE RFI NUMBER. CONSTRUCTION PHOTOGRAPHS PRECONSTRUCTION PHOTOGRAPHS: BEFORE STARTING CONSTRUCTION, TAKE PHOTOGRAPHS OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURING CONSTRUCTION, FROM DIFFERENT VANTAGE POINTS, AS DIRECTED BY ARCHITECT. PERIODIC CONSTRUCTION PHOTOGRAPHS: TAKE A MINIMUM OF 20 PHOTOGRAPHS WEEKLY. FINAL COMPLETION CONSTRUCTION PHOTOGRAPHS: TAKE 20 COLOR PHOTOGRAPHS AFTER DATE OF SUBSTANTIAL COMPLETION FOR SUBMISSION AS PROJECT RECORD DOCUMENTS. ARCHITECT WILL INFORM PHOTOGRAPHER OF DESIRED VANTAGE POINTS. CONSTRUCTION SCHEDULE SUBMITTAL PROCEDURES FOR GENERAL CONTRACTORS 1) SUBMIT THE FOLLOWING SUBMITTAL ITEMS TO THE ARCHITECT UNLESS SPECIFIED OTHERWISE AS INDICATED ON AN APPROVED SUBMITTAL SCHEDULE. SEND ELECTRONIC SUBMITTALS AS PDF ELECTRONIC FILES DIRECTLY TO ARCHITECT'S PROJECT MANAGER VIA EMAIL. ORDERS FROM MANUFACTURERS AND SUPPLIERS WITH A COVER SHEET CAN SUFFICE AS A SUBMITTAL. ARCHITECT WILL NOTIFY GC WITHIN 2 BUSINESS DAYSOF INITIAL EMAIL RECEIPT, IF ADDITIONAL INFORMATION IS NEEDED FOR A THOROUGH REVIEW. TRUSS ENGINEERED DRAWINGS AS APPLICABLE • CONCRETE MIX SPECS • • EXTERIOR SHEATHING SPECS • EXTERIOR VAPOR BARRIER/WATER PROOFING SPECS • DOOR ORDER AND SPECS • WINDOW ORDER AND SPECS • EXTERIOR FINISH SPECS • • BUILDING SPRINKLERS LAYOUT DRAWINGS IF APPLICABLE • PLUMBING FIXTURES SPECS LIGHTING FIXTURE SPECS • FLOORING SPECS • • INTERIOR AND EXTERIOR PAINT SPECS • CASEWORK SHOP DRAWINGS FIRE RATED ASSEMBLY SPECS IF APPLICABLE 2) NAME SUBMITTALS IN ALL CAPS AS FOLLOWS: DATE_PROJECT NUMBER_SUMBITTAL NAME_TO ARCH EXAMPLE: 20220207_20.59.ICON_TOILET PART_TO ARCH 3) PROCESSING TIME: ALLOW TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON ARCHITECT'S RECEIPT OF SUBMITTAL. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. 4) INITIAL REVIEW: ALLOW 5 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED. ARCHITECT WILL ADVISE CONTRACTOR WHEN A SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION. 5) SEQUENTIAL REVIEW: WHERE SEQUENTIAL REVIEW OF SUBMITTALS BY ARCHITECT'S CONSULTANTS, OWNER, OR OTHER PARTIES IS INDICATED, ALLOW 9 BUSINESS DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. 6) ALL SUBMITTALS TO BE DIGITAL UNLESS PHYSICAL SAMPLES SPECIFICALLY REQUIRED FOR FINISHES BY ARCHITECT OR INTERIOR DESIGNER. 7) OPTIONS: IDENTIFY OPTIONS REQUIRING SELECTION BY ARCHITECT. 8)SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA 9) USE FOR CONSTRUCTION: RETAIN COMPLETE COPIES OF SUBMITTALS ON PROJECT SITE. USE ONLY FINAL ACTION SUBMITTALS THAT ARE MARKED WITH "NO EXCEPTIONS." NOTATION FROM ARCHITECT'S ACTION STAMP. ANY QUESTIONS REGARDING THESE PROCEDURES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT’S PROJECT MANAGER BEFORE COMMENCING WORK ON THE PROJECT CONTRACTOR SHALL PROVIDE A GHANTT CHART CONSTRUCTION SCHEDULE, SPECIFYING THE ESTIMATED TIMING OF ALL TRADES, TO THE ARCHITECT AND OWNER TO BE UPDATED MONTHLY AS CONSTRUCTION PROGRESSES. ANY QUESTIONS REGARDING THESE PROCEDURES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT’S PROJECT MANAGER BEFORE COMMENCING WORK ON THE PROJECT. : : M P 1 5 2 4 3 4 2 0 2 / 1 / 2 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET GENERAL NOTES - SITE PLAN 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. 3. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. 5. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. 6. PROVIDE TREE PROTECTION FOR ALL TREES NOT MARKED FOR REMOVAL. 7. TREES TO BE REMOVED SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING. 8. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 9. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 10. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 11. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER. 12. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS. 13. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS. 14. EXISTING UTILIY LINE LOCATIONS ARE APPROXIMATED. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 REFERENCE PLOT PLAN A-001 : : M P 2 5 2 4 3 4 2 0 2 / 1 / 2 REFERENCE ONLY, NOT TO SCALE FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET R 7' - 0" - 0 " # 2 4 0 R 1 3 ' 1 3 " H A C K B E R R Y R 6 ' - 6 " R 11' - 6" PROPERTY LINE 5 ' - 0 " 5' SETBACK LINE R 17' - 0" #T1 17" ELM R 8 ' - 6 " EXTG. RETAINING WALLS 289 SF R 4' - 6" R 9 " S 9' - P A 0 " # N I S 2 4 3 H O A K EXTG. RETAINING WALLS 86 SF 5' P.U.E. DEMO FOR NEW GARAGE R 26' - 0" #238 26" ELM EXTG. A/C PADS 42 SF R 1 3 ' - 0 " 2 4 2 # 0 " - 7 ' S P A N I S H O A K R 1 7 " 1 R 8 ' - 6 " EXGT. STEPS 254 SF Range EXTG. TWO STORY SINGLE FAMILY HOME 2016 SF 4 M 4 2 L 0' - 0 " # 0 " E 2 R 2 R 10' - 0" EXTG. RETAINING WALL 102 SF 5' P.U.E. R 2 8 ' - 0 " # 2 3 7 2 8 " E L M R 14' - 0" R 1 1' - 6 " R 23' - 0" #236 0 " - 23" LIVE OAK 2 5 ' 2 5 ' S E T B A C K L I N E EXTG. SIDEWALK 226 SF EXTG PORCH 91 SF EXTG. COVERED PORCH 891 SF 5 3/8" REBUILDING EXISTING RETAINING WALL P R O P E R T Y L I N E 5 ' P . U . E . 0 " 1 0 ' - 1 0 ' S E T B A C K P R O P E R T Y L I N E 5 3 2 K 2' - 0" # A E O 2" LIV R 2 2 " 1 ' - 0 R 1 H A R T F O R D EXTG. DRIVE 2994 SF 1' - 6" R 1 5' P.U.E. 5' P.U.E. R 6' - 0" # 2 3 2 R 1 2 ' H A C K B E R R Y 1 2 " 0 " - " " 0 9 - ' 5 R R 1 + 1 0' - 0 " H 0 " # A C K 2 3 3 B E R Y R 23' - 0" #234 23" ELM 5 ' - 0 " EXTG. EQUIP 27 SF R 8 ' - 6 " - 0 " # 2 4 9 R 1 7 ' H A C K B E R R Y 1 7 " PROPERTY LINE : : M P 2 5 2 4 3 4 2 0 2 / 1 / 2 1 A_SITE PLAN DEMO 1/8" = 1'-0" TRUE NORTH PLAN NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET EXTG. SIDEWALK 179 SF 3 " 4 " 4 " 4 " 4 6 " - R 3 ' R 7' - " 5 " 7 0 " # 2 " C 4 5 R A P E M Y R T L E EXTG. TWO CAR GARAGE 939 SF EXT. STORAGE 131 SF TRY TO KEEP YUPON HOLLY IF POSSIBLE 117' - 7 1/4" 116' - 2 1/4" 1 6 " S P A N I S R 2 H 4 ' - EXTG. RETAINING WALLS 0 26 SF K A & O " # 2 R 0 " S P 2 0 ' - A 0 N " I # S 2 H 4 O 6 A K 1 2 4 8 6 " S P A N I S H O R 12' - 0" A K 5' SETBACK LINE R 10' - 0" 116' - 2 1/4" EXTG. CARPORT 211 SF R 7' - 6" R 15' - 0" #247 15" LIVE OAK GENERAL NOTES - DEMOLITION 1. 2. 3. 4. 5. 6. 7. 8. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SERIES DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION. EVERY DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DOCUMENTS. PRIOR TO BID, THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMMODATE NEW WORK, EVEN IF NOT SPECIFICALLY CALLED FOR. 9. WHERE EXISTING WALLS OR CEILINGS ARE DAMAGED BY THE CONTRACTOR FOR ACCESS TO SERVICES, AND NEW CONSTRUCTION IS NOT SCHEDULED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING MATERIALS AND FINISHES TO MATCH ORIGINAL CONDITIONS. 10. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 11. DO NOT CUT AND PATCH ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, LOAD-DEFLECTION RATIO, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. 12. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. SUSPEND WORK IMMEDIATELY AND NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 DEMO SITE PLAN A-002 R Y R 1 4' - 0" # 23 9 1 4" H A C K B E R R 7' - 0" - 0 " # 2 4 0 R 1 3 ' 1 3 " H A C K B E R R Y R 6 ' - 6 " B.M.1 (100') S C I E E P 1 4 2 3 ' - 0 " # O W N S N K R 2 3 " U N 2 R 11' - 6" PROPERTY LINE R 17' - 0" #T1 17" ELM R 8 ' - 6 " S 60° 34' 30" 155.19' E 3 A-301 P.P. 5' P.U.E. 5 ' . P U E . . P E R P L A T 5 ' - 0 " R 2 8 ' - 0 " # 2 3 7 2 8 " E L M 5 ' . P U E . . P E R P L A T 5 ' - 0 " R 14' - 0" R 1 1' - 6 " R 23' - 0" #236 23" LIVE OAK 2 5 ' S E T B A C K L I N E N 1 7 1 ° 3 1 5 . 0 ' 0 6 2 ' 0 " E 5' SETBACK LINE 111' - 9 7/8" 110' - 6 7/8" 111' - 9 1/2" 111' - 9 7/8" 108' - 6 7/8" 20' - 4 1/2" " 0 - ' 9 1 GARAGE 451 SF 5' P.U.E. R 26' - 0" #238 26" ELM A/C PADS 42 SF R 1 3 ' - 0 " 111' - 6 7/8" 1' - 7"3' - 8 1/2" COVERED WALKWAY 191 SF 112' - 6 7/8" 2 4 2 # 0 " - 7 ' S P A N I S H O A K R 1 7 " 1 R 8 ' - 6 " 114' - 0 7/8" 113.8 HP AG 113' - 0 7/8" 114' - 0 7/8" NEW RETAINING WALLS EASEMENTS IN THE PROCESS OF BEING VACATED " 6 - ' 1 " 0 - ' 4 " 6 - ' 1 " 0 - ' 1 " 2 / 1 1 - ' 6 3 4 M 4 2 L 0' - 0 " # 0 " E 2 R 2 R 10' - 0" NEW POOL COPING & RETAINING WALLS 761 SF R 4' - 6" R 117' - 0 7/8" 9' - " 9 S P A 0 " # N I S 2 4 3 H O A K NEW POOL EQUIP 30 SF REBUILDING EXISTING RETAINING WALL P R O P E R T Y L I N E 117' - 0 7/8" 114' - 6 7/8" 117' - 0 7/8" 5 ' P . U . E . 1 0 ' S E T B A C K S 1 7 1 ° 3 0 4 2 . ' 7 3 ' 1 2 " W EXTG. TWO STORY SINGLE FAMILY HOME BUILDING FOOTPRINT: 2016 SF LOT 35 AND PART OF LOTS 34 & 36, 0.471 ACRES MAIN JUNCTION BOX UNDER FLOOR 2' - 6" 1' - 0" 15' - 1" 1' - 10" NEW DECK 397 SF 114' - 6 7/8" 113' - 0 7/8" NEW PORCH 911 SF 113' - 0 7/8" OUTDOOR KITCHEN 114' - 6 7/8" 3 " 4 " 4 " 4 " 4 6 " - R 3 ' R 7' - 116' - 2 1/4" STUB OUT ELEC. AT OUTDOOR KITCHEN " 5 " 7 0 " # 2 " C 4 5 R A P E M Y R T L E NEW DECK 77 SF GM 8' - 3" 5' - 1 1/2" 9" 3' - 6" 9" 15' - 1" 1' - 10" EXTG. SIDEWALK 226 SF EXTG PORCH 91 SF FF@ 113.1 H A R T F O R D P R O P E R T Y L I N E WV WM 5 3 2 K 2' - 0" # A E O 2" LIV R 2 2 " 1 ' - 0 R 1 103.7 " 2 / 1 1 - ' 4 1 EXTG. DRIVE 2005 SF NEW CARPORT 470 SF 111.2 LP AG 5' P.U.E. 5' P.U.E. EXTG. TWO CAR GARAGE 939 SF EXT. STORAGE 131 SF NEW RETAINING WALLS NEW BURIED LINE TO REPLACE EXISTING BURIED LINE 116' - 2 1/4" 117' - 7 1/4" 116' - 2 1/4" " 6 - ' 2 5 NEW GRAVEL STEPS EASEMENTS IN THE PROCESS OF BEING VACATED EXISTING PATIO 47 SF 1 5 ' - 0 " 6 " S P A N I S R 2 H O 4 ' - 0 A K " # 5 ' - 0 " & 1 2 4 8 6 " S P A N I S H O R 12' - 0" A K 2 R 0 " S P 2 0 ' - A 0 N " I # S 2 H 4 O 6 A K 5 ' . P U E . . P E R P L A T 3 A-301 1' - 6" R 1 PROPERTY LINE NEW RETAINING WALLS WELL R 23' - 0" #234 23" ELM EXTG. EQUIP 27 SF R 8 ' - 6 " - 0 " # 2 4 9 R 1 7 ' H A C K B E R R Y 1 7 " 0 . 6 5 ° N 60° 55' 13" 119.51' W 5' SETBACK LINE R 10' - 0" EM 116' - 2 1/4" EXTG. CARPORT 211 SF R 7' - 6" P.P. R 15' - 0" #247 15" LIVE OAK NEW METER RACK B.M.2 (101.49') R 6' - 0" # 2 3 2 R 1 2 ' H A C K B E R R Y 1 2 " 0 " - R 1 0' - 9 " + 1 " 0 - ' 5 R 0 " H 0 " # A C 2 3 3 K B E R Y : : M P 6 5 2 4 3 4 2 0 2 / 1 / 2 1 A_SITE PLAN 1/8" = 1'-0" PLAN NORTH TRUE NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET GENERAL NOTES - SITE PLAN 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. 3. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. 5. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. 6. PROVIDE TREE PROTECTION FOR ALL 7. TREES NOT MARKED FOR REMOVAL. TREES TO BE REMOVED SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING 8. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 9. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 10. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 11. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER 12. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS 13. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS 14. EXISTING UTILIY LINE LOCATIONS ARE APPROXIMATED. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. SITE INFORMATION ADDRESS: 2321 HARTFORD RD. AUSTIN, TEXAS 78703 LEGAL DESCRIPTION: LOT 35 AND PART OF LOTS 34 & 36, 0.471 ACRES PROPERTY ID: ZONING: SITE AREA (SF): RESIDENTIAL DESIGN STANDARDS: NEIGHBORHOOD PLANNING: 0114030513 SF-3 20,515 SF Y/N OLD ENFIELD HAZARDOUS PIPELINE: EROSION HAZARD ZONE: FLOODPLAIN: N N N BUILDING COVERAGE: EXTG. HOUSE: EXTG. PARKING: NEW PARKING: EXTG. ACCESSORY BLDG COVERED PORCHES: 2016 SF 211 SF 921 SF 1070 SF 1193 SF TOTAL: 5411 SF 26.38% IMPERVIOUS COVERAGE (45% MAX): EXISTING NEW TOTAL TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS: UNCOVERED PATIO: WOOD DECKS (50%): AC PADS: OTHER: 3388 2005 226 47 0 42 27 2023 0 196 1235 0 0 30 5411 2005 422 1282 0 42 57 TOTAL: 44.9% 9219 FLOOR TO AREA RATIO (40% MAX): HOUSE L1: HOUSE L2: CARPORT TOTAL: EXTG. NEW TOTAL 3086 1619 211 0 398 921 3086 2017 932 29.4% 6035 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 SITE PLAN A-003 B.M.1 (100') IMPACT ZONE: 141 SF FULL CRZ: 1661 SF 8% IMPACT %: TREE PROTECTION FENCE S C I E E P 1 4 2 3 ' - 0 " # O W N S N K N R 2 3 " U 2 R 11' - 6" PROPERTY LINE IMPACT ZONE: 292 SF FULL CRZ: 2463 SF IMPACT %: 12% 5' P.U.E. R 2 8 ' - 0 " # 2 3 7 2 8 " E L M R 14' - 0" R 1 1' - 6 " 8" MULCH R 23' - 0" #236 23" LIVE OAK IMPACT ZONE: 542 SF FULL CRZ: 1661 SF 32% IMPACT %: 2 5 ' S E T B A C K L I N E 5' SETBACK LINE 111' - 9 7/8" 110' - 6 7/8" 111' - 9 7/8" 108' - 6 7/8" 20' - 4 1/2" " 0 - ' 9 1 GARAGE 451 SF 5' P.U.E. R 26' - 0" #238 26" ELM R 1 3 ' - 0 " 111' - 6 7/8" 1' - 7"3' - 8 1/2" COVERED WALKWAY 191 SF 112' - 6 7/8" AREA FOR DUMPSTER AREA FOR SPOILS PLACEMENT AREA FOR MATERIAL STAGING PROTECTED TREE LEGEND AND NOTES F U L L C R Z 1/4 CRZ Z R 1 / 2 C CUT AND FILL LIMITED TO 4" IN 1/2 CRZ. AIR SPADING ONLY IN 1/2 CRZ TREE TRUNK TREE CRZ AREA = X SF IMPACT TO CRZ AREA = Y SF X/Y = XX% PROTECTION FENCE, REF. TREE PRESERVATION NOTES 8" MULCH FULL CRZ IN NON- FENCED AREA P R O P E R T Y L I N E 5 ' P . U . E . 1 0 ' S E T B A C K 3 A-301 EASEMENTS IN THE PROCESS OF BEING VACATED 4 M 4 2 L 0' - 0 " # 0 " E 2 R 2 R 10' - 0" " 0 - ' 1 " 0 - ' 1 3' - 6 1/2" 8' - 0" 3' - 6 1/2" OUTDOOR KITCHEN ICE MAKER " 2 / 1 1 1 - ' 4 " 1 - ' 5 " 0 - ' 4 " 0 1 - ' 2 2' - 6" 15' - 1" 1' - 10" 1' - 6" 1' - 0" H A R T F O R D P R O P E R T Y L I N E 5 3 2 K 2' - 0" # A E O 2" LIV R 2 2 " 1 ' - 0 R 1 WV WM IMPACT ZONE: 484 SF FULL CRZ: 1520 SF 32% IMPACT %: 103.7 GM 8' - 3" 5' - 1 1/2" 9" 3' - 6" 9" " 1 - ' 2 " 3 NEW CARPORT 470 SF 5' P.U.E. 5' P.U.E. AREA FOR CONC. WASH OUT AREA FOR PAINT WASH OUT AREA FOR PORTABLE TOILET " 6 - ' 2 5 EASEMENTS IN THE PROCESS OF BEING VACATED WELL 0 . 6 5 ° 1 6 " S P A N I S R 2 H O 4 ' - 0 A K " # & 1 2 4 8 6 " S P A N I S H O R 12' - 0" A K 2 R 0 " S P 2 0 ' - A 0 N " I # S 2 H 4 O 6 A K 5' SETBACK LINE R 10' - 0" 3 A-301 IMPACT ZONE: 192 SF FULL CRZ: 1809 SF 10% IMPACT %: IMPACT ZONE: 228 SF FULL CRZ: 1256 SF 18% IMPACT %: 1' - 6" R 1 PROPERTY LINE R 23' - 0" #234 23" ELM IMPACT ZONE: 364 SF FULL CRZ: 1661 SF 22% IMPACT %: FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET B.M.2 (101.49') : : M P 0 0 3 4 3 4 2 0 2 / 1 / 2 1 A_SITE PLAN TREE PRESERVATION 1/8" = 1'-0" PLAN NORTH TRUE NORTH GENERAL NOTES - SITE PLAN 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. 3. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. 5. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. 6. PROVIDE TREE PROTECTION FOR ALL 7. TREES NOT MARKED FOR REMOVAL. TREES TO BE REMOVED SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING 8. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 9. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 10. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 11. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER 12. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS 13. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS 14. EXISTING UTILIY LINE LOCATIONS ARE APPROXIMATED. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. TREE PRESERVATION NOTES 1. CHAIN LINK FENCING FOR PROTECTED TREES SHALL BE A MINIMUM OF 5' - 0" WHEN TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE CRZ, AN 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE IS REQUIRED. 3. 2. DEMOLITION IN THE 1/4 & 1/2 CRZ OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS. 5' - 0" HIGH CHAIN-LINK PROTECTION FENCE SHOULD BE INSTALLED DURING DEMOLITION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. IF, FOR ANY REASON, THE FENCE ENCROACHES INTO THE 1/2 CRZ, STRAP 2x4 LUMBER (6' - 0" MIN.) SECURELY AROUND TRUNK OF TREE. 4. 5. 6. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2x4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE MAX LAYER OF 3" WITHIN ROOT ZONES. TO POUR CONCRETE ON THE FOUNDATION OF THE NEW ADDITION, CONCRETE TRUCKS AND / OR USING A LINE PUMP, WRAP HOSE CONNECTIONS WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF NEW UTIILITY YARD LINES ARE REQUIRED, ANY LINES WITHIN CRZ OF A PROTECTED TREE TO BE AIR SPADED FOR THE TOP 30" AND ENSURE NO ROOTS GREATER THAN 1.5" ARE CUT. NOTE TREE LIST SIZE NO. TYPE 23" 234 ELM 22" 235 LIVE OAK 23" 236 LIVE OAK 28" 237 ELM 238 ELM 26" 241 UNKNOWN SPECIES 23" 20" 244 ELM 20" 246 SPANISH OAK 16" + 16" 248 SPANISH OAK Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com PROPOSED LOCATIONS: NOT IN 1/2 CRZ: -ACCESS ROUTES -MATERIAL STAGING -DUMPSTER -SPOILS PLACEMENT PROPOSED LOCATIONS: NOT IN 1/1 CRZ: -PORTABLE TOILET -CONCRETE WASHOUT -PAINT WASHOUT D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 TREE PRESERVATION A-004 28' - 5 1/2" 4' - 6" PANTRY Range KITCHEN BREAKFAST " 2 / 1 9 " 0 - ' 3 " 8 " 4 - ' 3 " 8 " 0 - ' 3 " 4 3 / 0 1 " 0 - ' 3 " 7 DINING " 2 / 1 0 1 - ' 5 1 13' - 5" NOT IN PHASE I SCOPE EXISTING SF: 2011 SF FAMIILY 14' - 3 1/2" 6' - 6" " 4 - ' 1 1 FOYER POWDER " 8 - ' 0 1 " 3 1' - 3" - ' 1 3 1/2" 3' - 2" 4' - 6" 11' - 10" 3' - 6" 13' - 1 1/2" " 1 1 " 1 1 " 9 - ' 2 " 9 - ' 3 " 0 - ' 2 1 " 9 - ' 2 4 " 8 - ' 5 " 4 - ' 4 " 4 - ' 4 " 9 - ' 2 " 2 / 1 8 - ' 3 10" " 9 - ' 4 8 1/2" LIVING " 0 - ' 3 2' - 2 1/2" " 0 1 - ' 2 BATH 24' - 3 1/2" " 4 - ' 5 1 " 4 - ' 5 1 OFFICE GUEST ROOM 8' - 6 1/2" 6' - 2 1/2" 8' - 11 1/2" 2' - 9" 3' - 0" 4' - 9" 3' - 0" 5' - 0 1/2" 3' - 0" 2' - 9" : : M P 1 0 3 4 3 4 2 0 2 / 1 / 2 1 EXISTING FLOOR PLAN_LEVEL 1 1/4" = 1'-0" TRUE NORTH PLAN NORTH " 4 / 1 4 - ' 2 1 " 2 / 1 2 - ' 7 2 " 2 / 1 6 - ' 5 1 " 4 - ' 5 1 PORCH BATH SINK SINK POOL HOUSE GARAGE STORAGE CARPORT Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 EXISTING FLOOR PLAN A-005 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 EXISTING FLOOR PLAN_POOL HOUSE 1/4" = 1'-0" DECK BEDROOM 3 " 4 / 1 0 1 - ' 5 14' - 10" 1 BEDROOM 2 " 4 / 3 0 - ' 5 " 6 - ' 2 " 7 " 2 / 1 1 - ' 8 " 2 - ' 7 " 4 / 3 1 1 - ' 6 1 " 4 / 1 2 - ' 7 2 " 0 1 - ' 3 " 2 / 1 6 - ' 5 1 " 2 / 1 3 - ' 5 1 HALL BATH 2 LAUNDRY 6' - 11 1/2" D W 4' - 4" " 8 - ' 3 2' - 0" " 2 / 1 3 " 7 " 4 - ' 1 1 " 2 / 1 6 - ' 5 1 MASTER BEDROOM " 4 / 1 1 1 - ' 2 2' - 11 1/4" 8 1/2" 24' - 3 1/2" " 8 - ' 3 3 1/2" 5' - 7 1/4" 5' - 3 1/2" 5 1/2" 6' - 0" MASTER CLOSET MASTER BATH " 4 - ' 3 8' - 7 1/4" 7' - 1" 8' - 7 1/4" " 2 / 1 2 - ' 8 " 8 - ' 3 " 0 - ' 4 " 0 - ' 4 " 2 / 1 2 - ' 3 : : M P 1 0 3 4 3 4 2 0 2 / 1 / 2 1 EXISTING PLAN_LEVEL 2 1/4" = 1'-0" PLAN NORTH TRUE NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 EXISTING ROOF PLAN_POOL HOUSE 1/4" = 1'-0" Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 EXISTING FLOOR PLAN A-006 A-202 1 PANTRY Range KITCHEN BREAKFAST DINING FAMIILY NOT IN PHASE I SCOPE EXISTING SF: 2011 SF POWDER FOYER BATH POOL HOUSE 3 A-202 A-202 4 PORCH CARPORT 5 A-202 GENERAL NOTES - DEMOLITION 1. 2. 3. 4. 5. 6. 7. 8. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SERIES DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION. EVERY DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DOCUMENTS. PRIOR TO BID, THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMMODATE NEW WORK, EVEN IF NOT SPECIFICALLY CALLED FOR. 9. WHERE EXISTING WALLS OR CEILINGS ARE DAMAGED BY THE CONTRACTOR FOR ACCESS TO SERVICES, AND NEW CONSTRUCTION IS NOT SCHEDULED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING MATERIALS AND FINISHES TO MATCH ORIGINAL CONDITIONS. 10. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 11. DO NOT CUT AND PATCH ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, LOAD-DEFLECTION RATIO, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. 12. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. SUSPEND WORK IMMEDIATELY AND NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 DEMOLITION FLOOR PLAN A-007 LIVING 2 A-201 A-201 3 GARAGE STORAGE OFFICE GUEST ROOM BATH : : M P 2 0 3 4 3 4 2 0 2 / 1 / 2 1 DEMO FLOOR PLAN_LEVEL 1 1/4" = 1'-0" PLAN NORTH TRUE NORTH 2 A-202 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 DEMO FLOOR PLAN_LEVEL 1_POOL HOUSE 1/4" = 1'-0" DECK BEDROOM 3 " 4 / 1 0 1 - ' 5 14' - 10" 1 BEDROOM 2 " 4 / 3 0 - ' 5 " 6 - ' 2 " 7 " 2 / 1 1 - ' 8 " 2 - ' 7 " 4 / 3 1 1 - ' 6 1 " 4 / 1 2 - ' 7 2 " 0 1 - ' 3 " 2 / 1 6 - ' 5 1 " 2 / 1 3 - ' 5 1 HALL BATH 2 LAUNDRY 6' - 11 1/2" D W 4' - 4" " 8 - ' 3 2' - 0" " 2 / 1 3 " 7 " 4 - ' 1 1 " 2 / 1 6 - ' 5 1 MASTER BEDROOM " 4 / 1 1 1 - ' 2 2' - 11 1/4" 8 1/2" 24' - 3 1/2" " 8 - ' 3 3 1/2" 5' - 7 1/4" 5' - 3 1/2" 5 1/2" 6' - 0" MASTER CLOSET MASTER BATH " 4 - ' 3 8' - 7 1/4" 7' - 1" 8' - 7 1/4" " 2 / 1 2 - ' 8 " 8 - ' 3 " 0 - ' 4 " 0 - ' 4 " 2 / 1 2 - ' 3 : : M P 2 0 3 4 3 4 2 0 2 / 1 / 2 1 DEMO FLOOR PLAN_LEVEL 2 1/4" = 1'-0" PLAN NORTH TRUE NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 DEMO ROOF PLAN_POOL HOUSE 1/4" = 1'-0" GENERAL NOTES - DEMOLITION 1. 2. 3. 4. 5. 6. 7. 8. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SERIES DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION. EVERY DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DOCUMENTS. PRIOR TO BID, THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMMODATE NEW WORK, EVEN IF NOT SPECIFICALLY CALLED FOR. 9. WHERE EXISTING WALLS OR CEILINGS ARE DAMAGED BY THE CONTRACTOR FOR ACCESS TO SERVICES, AND NEW CONSTRUCTION IS NOT SCHEDULED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING MATERIALS AND FINISHES TO MATCH ORIGINAL CONDITIONS. 10. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 11. DO NOT CUT AND PATCH ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, LOAD-DEFLECTION RATIO, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. 12. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. SUSPEND WORK IMMEDIATELY AND NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 DEMOLITION FLOOR PLAN A-008 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 REFERENCE PHOTOS A-009 FRONT OF HOUSE BACK OF HOUSE REAR STRUCTURE : : M P 4 0 3 4 3 4 2 0 2 / 1 / 2 SIDE OF HOUSE SIDE OF HOUSE FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 3' - 8 1/2" " 6 " 7 - ' 3 1 A-301 PANTRY 5' - 3 1/2" . 1 4 0 1 A ) " 0 - ' 7 " 6 - ' 2 ( " 4 - ' 3 Range A104 KITCHEN BREAKFAST DINING FAMIILY NOT IN PHASE I SCOPE EXISTING SF: 2011 SF FOYER POWDER A101 COVERED PORCH A-205 4 3 A-301 A-205 1 A102 OUTDOOR KITCHEN U.C. WINE U.C. REF. 2 A-203 3 A-205 1 A-301 1 A-502 2 A-205 A-205 5 H 1 . 1 0 1 B H 2 . 1 0 1 B H 3 . 1 0 1 B B101 DINING . 1 1 0 1 B ) " 6 - ' 7 " 0 - ' 5 1 ( . 2 1 0 1 B ) " 8 - ' 6 " 6 - ' 2 ( B103.2 H B103.3 H B103 LIVING 3 A-204 OUTLETS. B102.1 H 4 A-501 B102 POOL BATH B104 LAUNDRY CLOSET W/D SINK B103.1 (3'-6" 7'-0") W D B103.1 H 1 . 5 0 1 B ) " 6 - ' 8 " 2 - ' 8 ( 2 . 5 0 1 B ) " 6 - ' 8 " 2 - ' 8 ( 2 A-301 UP 2 A-301 176 (0" 0") DN B105 GAME ROOM LIVING A-203 3 STORAGE OFFICE GUEST ROOM BATH 3 A-301 CARPORT : : M P 6 0 3 4 3 4 2 0 2 / 1 / 2 1 FLOOR PLAN_LEVEL 1 1/4" = 1'-0" PLAN NORTH TRUE NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 FLOOR PLAN_LEVEL 1_POOL HOUSE 1/4" = 1'-0" GENERAL NOTES - FLOOR PLAN 1. WALL INSULATION TO BE MINIMUM R-20 4. WINDOWS TO HAVE MAXIMUM SHGC OF 2. 3. 5. 6. 7. 8. 9. OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. ROOF INSULATION TO BE MINIMUM OF R-38 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. CLOSED CELL SPRAY FOAM RECOMMENDED WITH CODE COMPLIANT THERMAL/FIRE BARRIER. R-38 BATT REQUIRES 12" CAVITY. CONTRACTOR TO PROVIDE FURRING IF BATT INSULATION IS CHOSEN. FLOORS OVER UNCONDITIONED SPACE TO BE R-30 OR OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3 0.25 ALL INTERIOR WALL DIMENSIONS TO FACE OF STUD U.N.O. GYPSUM WALL BOARD TO BE 5/8" ON ALL WALLS. BUILDING ENVELOPE, VAPOR BARRIER, WATER PROOFING AND FLASHING TO BE COMPLIANT WITH 2021 IRC. VAPOR BARRIER AT ALL EXTERIOR WALLS. TAPE SEAMS AND AND ALL DOOR AND WINDOW OPENINGS. SELF ADHERING SHEET AIR BARRIER RECOMMENDED BY CARLISLE CCW-705 TDS OR SIMILAR. SMOKE DETECTORS MARKED "SD" TO BE COMPLIANT WITH CITY OF AUSTIN REQUIREMENTS. IN EACH SLEEPING ROOM, IN THE IMMEDIATE VICINITY OUTSIDE OF EACH SLEEPING ROOM. DEVICES SHALL BE HARD-WIRED AND INTERCONNECTED WITH BATTERY BACK-UP. REF. R314 LOCAL AMENDMENT. 10. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA AND IN THE IMMEDIATE VICINITY OF BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND DWELLING UNITS HAVING ATTACHED GARAGES. REF, R315 LOCAL AMENDMENT. 11. PROVIDE SOLID PINE 1X6 WALL BASE, PNT. PNT. 12. PROVIDE SOLID PINE 1X4 DOOR TRIMS, 13. PROVIDE SOLID PINE 1X6 WINDOW 14. 15. SILLS, PNT. 1-1/8" FLOOR DECKING TO BE USED U.N.O. LIGHT SWITCHES AND CONTROLS MAX 48" A.F.F. 16. OUTLETS MIN. 15" A.F.F EXCEPT FLOOR 17. ALL INTERIOR PARTITIONS ARE 4" WOOD STUDS W/ 1/2" GYP. BD. EACH SIDE U.N.O. WITH "6" TAG INDICATING A 6" WOOD STUD. 18. ALL FLOORS OVER ENCLOSED PARKING AREAS TO BE 1 HR. FIRE RATED PER 2021 IRC. 19. FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION, PER IRC 2021 TABLE R302.1(1), IN THE FOLLOWING LOCATIONS: 19.1 CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUD OR STAGGERED STUDS. VERTICALLY AT CEILING AND FLOOR LEVELS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' - 0". 19.2 AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. 19.3 IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 19.4 AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 19.5 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 19.6 FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 20. ALL EXTERIOR WALLS TO BE 2X6 WALLS U.N.O. 21. ALL WALLS WITH T.O.P. GREATER THAN OR EQUAL TO 10' ARE TO BE 2X6 WALLS U.N.O. 22. ALL INTERIOR FULL HEIGHT TILE OR STUCCO WALLS TO LSL FRAMING GENERAL NOTES - VISITABILITY 1. LIGHT SWITCH AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE INTERIOR FINISH FLOOR LEVEL. THIS NOTE PERTAINS TO LEVEL 01 ONLY. 2. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FINISH FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS. THIS NOTE PERTAINS TO LEVEL 01 ONLY. 3. CONTRACTOR TO PROVIDE BLOCKING, CENTERED AT 34" ABOVE FINISH FLOOR ALONG ALL WALLS, EXCEPT BEHIND LAVATORIES, IN ALL BATHROOMS GENERAL NOTES - COA FLOOR PLAN 1. VISITABLE BATHROOM TO HAVE 2X6 BLOCKING AT 34" A.F.F. AROUND ENTIRE BATHROOM EXCEPT AT LAVATORY. 2. A VISITABLE ROUTE COMPLIANT WITH ORDINANCE NO. 20140130-021. 1/2" MAX BEVELED THRESHHOLD. MAX CROSS SLOPE OF 1:50. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 LEVEL 1 FLOOR PLAN A-101 11 A-501 A201.2 H A201.1 H 1 A-301 H 3 . 1 0 2 A H 1 . 2 0 2 A H 2 . 2 0 2 A H 1 . 3 0 2 A H 2 . 3 0 2 A H 3 . 3 0 2 A A202 SAVANNAH'S CLOSET 6 A-501 A203 FLEX SPACE A203.4 H A203.5 H A201 SAVANNAH'S BATH " 3 ' - 0 1 / 2 A204.1 (2'-6" 7'-0") . 1 1 0 2 A ) " 0 - ' 7 " 6 - ' 2 ( . 1 2 0 2 A ) " 0 - ' 7 " 6 - ' 2 ( UP A205.3 (2'-6" 7'-0") 1 A-301 " 2 / 1 2 - ' 5 1 A204 SAVANNAH'S ROOM A205 TRIP'S ROOM " 4 - ' 6 1 . 2 5 0 2 A ) " 0 - ' 7 " 0 - ' 4 ( A208 CLOSET A207 CLOSET . 1 5 0 2 A ) " 0 - ' 7 " 0 - ' 4 ( A206 TRIP'S BATH 1 A-501 HALL LAUNDRY D W MASTER BEDROOM NOT IN SCOPE EXISTING SF: 1619 SF MASTER CLOSET MASTER BATH 2 A-202 2 A-301 2 A-301 GENERAL NOTES - FLOOR PLAN 1. WALL INSULATION TO BE MINIMUM R-20 4. WINDOWS TO HAVE MAXIMUM SHGC OF 2. 3. 5. 6. 7. 8. 9. OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. ROOF INSULATION TO BE MINIMUM OF R-38 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. CLOSED CELL SPRAY FOAM RECOMMENDED WITH CODE COMPLIANT THERMAL/FIRE BARRIER. R-38 BATT REQUIRES 12" CAVITY. CONTRACTOR TO PROVIDE FURRING IF BATT INSULATION IS CHOSEN. FLOORS OVER UNCONDITIONED SPACE TO BE R-30 OR OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3 0.25 ALL INTERIOR WALL DIMENSIONS TO FACE OF STUD U.N.O. GYPSUM WALL BOARD TO BE 5/8" ON ALL WALLS. BUILDING ENVELOPE, VAPOR BARRIER, WATER PROOFING AND FLASHING TO BE COMPLIANT WITH 2021 IRC. VAPOR BARRIER AT ALL EXTERIOR WALLS. TAPE SEAMS AND AND ALL DOOR AND WINDOW OPENINGS. SELF ADHERING SHEET AIR BARRIER RECOMMENDED BY CARLISLE CCW-705 TDS OR SIMILAR. SMOKE DETECTORS MARKED "SD" TO BE COMPLIANT WITH CITY OF AUSTIN REQUIREMENTS. IN EACH SLEEPING ROOM, IN THE IMMEDIATE VICINITY OUTSIDE OF EACH SLEEPING ROOM. DEVICES SHALL BE HARD-WIRED AND INTERCONNECTED WITH BATTERY BACK-UP. REF. R314 LOCAL AMENDMENT. 10. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA AND IN THE IMMEDIATE VICINITY OF BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND DWELLING UNITS HAVING ATTACHED GARAGES. REF, R315 LOCAL AMENDMENT. 11. PROVIDE SOLID PINE 1X6 WALL BASE, PNT. PNT. 12. PROVIDE SOLID PINE 1X4 DOOR TRIMS, 13. PROVIDE SOLID PINE 1X6 WINDOW 14. 15. SILLS, PNT. 1-1/8" FLOOR DECKING TO BE USED U.N.O. LIGHT SWITCHES AND CONTROLS MAX 48" A.F.F. 16. OUTLETS MIN. 15" A.F.F EXCEPT FLOOR OUTLETS. 17. ALL INTERIOR PARTITIONS ARE 4" WOOD STUDS W/ 1/2" GYP. BD. EACH SIDE U.N.O. WITH "6" TAG INDICATING A 6" WOOD STUD. 18. ALL FLOORS OVER ENCLOSED PARKING AREAS TO BE 1 HR. FIRE RATED PER 2021 IRC. 19. FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION, PER IRC 2021 TABLE R302.1(1), IN THE FOLLOWING LOCATIONS: 19.1 CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUD OR STAGGERED STUDS. VERTICALLY AT CEILING AND FLOOR LEVELS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' - 0". 19.2 AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. 19.3 IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 19.4 AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 19.5 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 19.6 FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 20. ALL EXTERIOR WALLS TO BE 2X6 WALLS U.N.O. 21. ALL WALLS WITH T.O.P. GREATER THAN OR EQUAL TO 10' ARE TO BE 2X6 WALLS U.N.O. 22. ALL INTERIOR FULL HEIGHT TILE OR STUCCO WALLS TO LSL FRAMING GENERAL NOTES - VISITABILITY 1. LIGHT SWITCH AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE INTERIOR FINISH FLOOR LEVEL. THIS NOTE PERTAINS TO LEVEL 01 ONLY. 2. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FINISH FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS. THIS NOTE PERTAINS TO LEVEL 01 ONLY. 3. CONTRACTOR TO PROVIDE BLOCKING, CENTERED AT 34" ABOVE FINISH FLOOR ALONG ALL WALLS, EXCEPT BEHIND LAVATORIES, IN ALL BATHROOMS GENERAL NOTES - COA FLOOR PLAN 1. VISITABLE BATHROOM TO HAVE 2X6 BLOCKING AT 34" A.F.F. AROUND ENTIRE BATHROOM EXCEPT AT LAVATORY. 2. A VISITABLE ROUTE COMPLIANT WITH ORDINANCE NO. 20140130-021. 1/2" MAX BEVELED THRESHHOLD. MAX CROSS SLOPE OF 1:50. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 LEVEL 2 FLOOR PLAN A-102 : : M P 7 0 3 4 3 4 2 0 2 / 1 / 2 1 FLOOR PLAN_LEVEL 2 1/4" = 1'-0" PLAN NORTH TRUE NORTH FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 2 ROOF PLAN_POOL HOUSE 1/4" = 1'-0" " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 1 DEMO ELEVATION_WEST 1/4" = 1'-0" " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 2 DEMO ELEVATION_EAST 1/4" = 1'-0" : : M P 2 1 3 4 3 4 2 0 2 / 1 / 2 3 DEMO ELEVATION_POOL HOUSE_WEST 1/4" = 1'-0" 117.6 GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" " 0 - ' 8 " 5 - ' 9 " 5 - ' 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" 113.1 LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 DEMO ELEVATIONS A-201 1 DEMO ELEVATION_NORTH 1/4" = 1'-0" 4 DEMO ELEVATION_POOL HOUSE_NORTH 1/4" = 1'-0" " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 2 DEMO ELEVATION_SOUTH 1/4" = 1'-0" COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" LEVEL 1 0' - 0" COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" " 0 - ' 8 " 5 - ' 1 5 DEMO ELEVATION_POOL HOUSE_SOUTH 1/4" = 1'-0" GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" " 0 - ' 8 " 5 - ' 1 GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" " 0 - ' 8 " 5 - ' 1 GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com FINISH SCHEDULE KEY BR.1 C.P.1 MATCH EXISTING BRICK CEMENT PLASTER, SMOOTH BURNISHED W/ INTEGRAL COLOR. CONC.1 CEMENT PLATER, SMOOTH BURNISHED W/ INTEGRAL COLOR OVER CONCRETE SITE WALLS. CONC.2 POLISHED & SEALED CONCRETE PNT.1 SLAB FLOOR. BASE WALL PAINT COLOR. FINAL SELECTION BY OWNER. PNT.2 METAL PAINT, DARK GREY. FASCIA, INTERIOR RAILS & STAIR STRUCTURES. FINAL SELECTION BY OWNER. PRE-FINISHED STANDING SEAM METAL ROOF & WALL CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT.-MATCH EXISTING S.S.1 S.STL.1 STAINLESS STEEL. SD.1 CEMENT BOARD HARDI SIDING-PTD TO MATCH EXISTING HORIZONTAL SIDING GLAZED PORCELAIN TILE. FINAL SELECTION BY OWNER. GLAZED PORCELAIN SHOWER TILE. FINAL SELECTION BY OWNER. PRE-FINISHED TONGUE & GROOVE SQUARE EDGE SOFFIT. FINAL SELECTION BY OWNER. VERTICAL WOOD SLATS. FINAL SELECTION BY OWNER. SOLID WOOD STAIR TREADS TO MATCH WD.2. HARDWOOD FLOORING. FINAL SELECTION BY OWNER. TL.1 TL.2 WD.1 WD.2 WD.3 WD.4 D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 DEMO ELEVATIONS A-202 : : M P 7 1 3 4 3 4 2 0 2 / 1 / 2 3 DEMO ELEVATION_POOL HOUSE_EAST 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET " 0 - ' 8 " 5 - ' 1 CONC.1 CONC.1 TRELLIS H 1 . 2 0 1 B CONC.1 H 1 . 3 0 1 B B105.1 (8'-2" 8'-6") B105.2 (8'-2" 8'-6") 117.6 B101.1 (15'-0" 7'-6") " 2 1 / " 8 H . 2 1 0 2 A H . 1 1 0 2 A " 4 - ' 6 " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 3 ELEVATION_POOL HOUSE_WEST 1/4" = 1'-0" S.S.1 BR.1 S.S.1 2 " 8 " / 1 8" / 1 2" H 4 . 3 0 1 A 2 " 8 " / 1 8" / 1 2" H 3 . 3 0 1 A " 2 1 / " 8 110.6 BR.1 1 ELEVATION_WEST 1/4" = 1'-0" H . 2 3 0 1 A H . 1 3 0 1 A A104.1 (2'-6" 7'-0") " 2 1 / " 8 " 2 1 / " 8 " 2 1 / " 8 2 " 8 " / 1 " 2 1 / " 8 8" / 1 2" 2 " / 1 2 " " 2 1 / " 2 " 2 1 / " 2 H 5 . 3 0 2 A H 4 . 3 0 2 A " 2 1 / " 8 " 2 1 / " 8 H 5 . 3 0 1 A A103.3 (3'-0" 8'-0") 113.1 2 ELEVATION_EAST 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 : : M P 3 2 3 4 3 4 2 0 2 / 1 / 2 GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" COA BUILDING HEIGHT 26' - 5" " 0 - ' 7 2 G A A M O R F T H G E H I " 2 1 / " 2 " 0 - ' 8 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com FINISH SCHEDULE KEY BR.1 C.P.1 MATCH EXISTING BRICK CEMENT PLASTER, SMOOTH BURNISHED W/ INTEGRAL COLOR. CONC.1 CEMENT PLATER, SMOOTH BURNISHED W/ INTEGRAL COLOR OVER CONCRETE SITE WALLS. CONC.2 POLISHED & SEALED CONCRETE PNT.1 SLAB FLOOR. BASE WALL PAINT COLOR. FINAL SELECTION BY OWNER. PNT.2 METAL PAINT, DARK GREY. FASCIA, INTERIOR RAILS & STAIR STRUCTURES. FINAL SELECTION BY OWNER. PRE-FINISHED STANDING SEAM METAL ROOF & WALL CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT.-MATCH EXISTING S.S.1 S.STL.1 STAINLESS STEEL. SD.1 CEMENT BOARD HARDI SIDING-PTD TO MATCH EXISTING HORIZONTAL SIDING GLAZED PORCELAIN TILE. FINAL SELECTION BY OWNER. GLAZED PORCELAIN SHOWER TILE. FINAL SELECTION BY OWNER. PRE-FINISHED TONGUE & GROOVE SQUARE EDGE SOFFIT. FINAL SELECTION BY OWNER. VERTICAL WOOD SLATS. FINAL SELECTION BY OWNER. SOLID WOOD STAIR TREADS TO MATCH WD.2. HARDWOOD FLOORING. FINAL SELECTION BY OWNER. TL.1 TL.2 WD.1 WD.2 WD.3 WD.4 LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" 113.1 LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" 112.5 COA BUILDING HEIGHT 26' - 5" " 0 - ' 7 2 I I E L B A G F O T N O P D M O T G A A M O R F T H G E H I LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 ELEVATIONS A-203 SD.1 " 2 1 / " 8 2 " 8 " / 1 8" / 1 2" H 1 . 1 0 3 A H 3 . 3 0 2 A H 2 . 3 0 2 A H 1 . 3 0 2 A H 2 . 2 0 2 A H 1 . 2 0 2 A H 3 . 1 0 2 A 2 " 8 " / 1 " 2 1 / " 8 8" / 1 2" A103.2 (18'-0" 8'-0") S.S.1 SD.1 SD.1 BR.1 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com FINISH SCHEDULE KEY BR.1 C.P.1 MATCH EXISTING BRICK CEMENT PLASTER, SMOOTH BURNISHED W/ INTEGRAL COLOR. CONC.1 CEMENT PLATER, SMOOTH BURNISHED W/ INTEGRAL COLOR OVER CONCRETE SITE WALLS. CONC.2 POLISHED & SEALED CONCRETE PNT.1 SLAB FLOOR. BASE WALL PAINT COLOR. FINAL SELECTION BY OWNER. PNT.2 METAL PAINT, DARK GREY. FASCIA, INTERIOR RAILS & STAIR STRUCTURES. FINAL SELECTION BY OWNER. PRE-FINISHED STANDING SEAM METAL ROOF & WALL CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT.-MATCH EXISTING S.S.1 S.STL.1 STAINLESS STEEL. SD.1 CEMENT BOARD HARDI SIDING-PTD TO MATCH EXISTING HORIZONTAL SIDING GLAZED PORCELAIN TILE. FINAL SELECTION BY OWNER. GLAZED PORCELAIN SHOWER TILE. FINAL SELECTION BY OWNER. PRE-FINISHED TONGUE & GROOVE SQUARE EDGE SOFFIT. FINAL SELECTION BY OWNER. VERTICAL WOOD SLATS. FINAL SELECTION BY OWNER. SOLID WOOD STAIR TREADS TO MATCH WD.2. HARDWOOD FLOORING. FINAL SELECTION BY OWNER. TL.1 TL.2 WD.1 WD.2 WD.3 WD.4 2 " 8 " / 1 " 2 1 / " 8 8" / 1 2" S.S.1 SD.1 SD.1 PNT.1 BR.1 S.S.1 BR.1 " 2 1 / " 2 S.S.1 PNT.1 PNT.1 PNT.2 WD.2 : : M P 8 2 3 4 3 4 2 0 2 / 1 / 2 3 ELEVATION_POOL HOUSE_EAST 1/4" = 1'-0" H 3 . 3 0 1 B H 2 . 3 0 1 B B101.2 (2'-6" 6'-8") FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 ELEVATIONS A-204 1 ELEVATION_NORTH 1/4" = 1'-0" S.S.1 BR.1 2 " / 1 2 " " 2 1 / " 2 " 0 - ' 1 " 1 - ' 8 " 0 - ' 1 " 1 - ' 9 " 0 - ' 1 " 1 - ' 8 " 1 - ' 1 " 0 - ' 9 " 0 - ' 8 " 5 - ' 1 A103.1 (18'-0" 8'-0") 2 ELEVATION_SOUTH 1/4" = 1'-0" COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" COA BUILDING HEIGHT 26' - 5" LEVEL 2 T.O.P. 19' - 2" OLD ADDITION T.O.P. 18' - 2" LEVEL 2 10' - 1" LEVEL 1 T.O.P. 9' - 1" LIVING ROOM T.O.P. 9' - 0" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" H 3 . 1 0 1 B H 2 . 1 0 1 B H 1 . 1 0 1 B GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" " 0 - ' 8 " 5 - ' 1 GARAGE T.O.P. 12' - 6 3/8" POOL HOUSE 4' - 6 3/8" LEVEL GARAGE 3' - 1 3/8" " 0 - ' 8 " 5 - ' 1 5 ELEVATION_POOL HOUSE_NORTH 1/4" = 1'-0" 6 ELEVATION_POOL HOUSE_SOUTH 1/4" = 1'-0" LEVEL 2 10' - 1" LEVEL 1 0' - 0" CONC.1 CONC.1 LEVEL 2 10' - 1" LEVEL 2 10' - 1" LEVEL GARAGE 3' - 1 3/8" LEVEL 1 0' - 0" A.A.G. -0' - 6 7/8" 4 ELEVATION_OUTDOOR KITCHEN_WEST 1/4" = 1'-0" 1 ELEVATION_OUTDOOR KITCHEN_NORTH 1/4" = 1'-0" 2 ELEVATION_OUTDOOR KITCHEN_EAST 1/4" = 1'-0" CONC.1 LEVEL 1 0' - 0" LEVEL 2 10' - 1" LEVEL 1 A.A.G. 0' - 0" -0' - 6 7/8" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 3 ELEVATION_OUTDOOR KITCHEN_SOUTH 1/4" = 1'-0" : : M P 0 3 3 4 3 4 2 0 2 / 1 / 2 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com FINISH SCHEDULE KEY BR.1 C.P.1 MATCH EXISTING BRICK CEMENT PLASTER, SMOOTH BURNISHED W/ INTEGRAL COLOR. CONC.1 CEMENT PLATER, SMOOTH BURNISHED W/ INTEGRAL COLOR OVER CONCRETE SITE WALLS. CONC.2 POLISHED & SEALED CONCRETE PNT.1 SLAB FLOOR. BASE WALL PAINT COLOR. FINAL SELECTION BY OWNER. PNT.2 METAL PAINT, DARK GREY. FASCIA, INTERIOR RAILS & STAIR STRUCTURES. FINAL SELECTION BY OWNER. PRE-FINISHED STANDING SEAM METAL ROOF & WALL CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT.-MATCH EXISTING S.S.1 S.STL.1 STAINLESS STEEL. SD.1 CEMENT BOARD HARDI SIDING-PTD TO MATCH EXISTING HORIZONTAL SIDING GLAZED PORCELAIN TILE. FINAL SELECTION BY OWNER. GLAZED PORCELAIN SHOWER TILE. FINAL SELECTION BY OWNER. PRE-FINISHED TONGUE & GROOVE SQUARE EDGE SOFFIT. FINAL SELECTION BY OWNER. VERTICAL WOOD SLATS. FINAL SELECTION BY OWNER. SOLID WOOD STAIR TREADS TO MATCH WD.2. HARDWOOD FLOORING. FINAL SELECTION BY OWNER. TL.1 TL.2 WD.1 WD.2 WD.3 WD.4 D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 ELEVATIONS A-205 DOOR SCHEDULE TAG ROOM A103.1 GARAGE A103.2 GARAGE A103.3 GARAGE A104.1 KITCHEN A201.1 SAVANNAH'S BATH A202.1 SAVANNAH'S CLOSET A204.1 SAVANNAH'S ROOM A205.1 CLOSET A205.2 CLOSET A205.3 FLEX SPACE B101.1 DINING B101.2 DINING B103.1 LIVING B105.1 GAME ROOM B105.2 GAME ROOM R.O. WIDTH 18' - 0" 18' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 4' - 0" 4' - 0" 2' - 6" 15' - 0" 2' - 6" 3' - 6" 8' - 2" 8' - 2" R.O. HEIGHT 8' - 0" 8' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 6" 6' - 8" 7' - 0" 8' - 6" 8' - 6" OPERATION COMMENTS REPLACEMENT DOOR WINDOW SCHEDULE R.O. ROOM R.O. WIDTH HEAD HEIGHT OPERATION HEIGHT SILL 5' - 4" 0' - 0" 5' - 4" A103.1 GARAGE 3' - 0" 5' - 4" 0' - 0" 5' - 4" A103.2 GARAGE 3' - 0" 6' - 3" 2' - 9" 3' - 6" A103.3 GARAGE 2' - 0" 6' - 3" 2' - 9" 3' - 6" A103.4 GARAGE 2' - 0" 5' - 4" 0' - 0" 5' - 4" A103.5 GARAGE 3' - 0" 6' - 6" 3' - 0" 3' - 6" A201.1 SAVANNAH'S BATH 2' - 0" 6' - 6" 3' - 0" 3' - 6" A201.2 SAVANNAH'S BATH 2' - 0" 6' - 6" 3' - 0" 3' - 6" 2' - 0" A201.3 SAVANNAH'S BATH 6' - 6" 3' - 0" 3' - 6" A202.1 SAVANNAH'S CLOSET 2' - 0" 6' - 6" 3' - 0" 3' - 6" A202.2 SAVANNAH'S CLOSET 2' - 0" 6' - 6" 3' - 0" 3' - 6" 2' - 0" A203.1 FLEX SPACE 6' - 6" 3' - 0" 3' - 6" 2' - 0" A203.2 FLEX SPACE 6' - 6" 3' - 0" 3' - 6" 2' - 0" A203.3 FLEX SPACE 6' - 6" 2' - 7" 3' - 11" 2' - 6" A203.4 FLEX SPACE 6' - 6" 2' - 7" 3' - 11" 2' - 6" A203.5 FLEX SPACE 4' - 6" 1' - 0" 2' - 0" A301.1 ATTIC 3' - 6" 7' - 6" 1' - 6" 3' - 2 1/2" 6' - 0" B101.1 DINING 7' - 6" 1' - 6" 3' - 0 1/2" 6' - 0" B101.2 DINING 7' - 6" 1' - 6" 3' - 2 1/2" 6' - 0" B101.3 DINING 7' - 0" 3' - 2" 2' - 6" B102.1 POOL BATH 3' - 2" 2' - 6" B103.1 LIVING 7' - 0" 1' - 10" 7' - 0" 2' - 8" B103.2 LIVING 1' - 10" 7' - 0" 2' - 8" B103.3 LIVING TAG MARK H H H H H H H H H H H H H H H H H H H H H H H 3' - 10" 3' - 10" 5' - 2" 5' - 2" COMMENTS SWING INDICATOR SWING INDICATOR ROOM SCHEDULE WINDOW KEY REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. REPLACEMENT WINDOW VERIFY R.O. AWNING CASEMENT FIXED HUNG SLIDER (E) EXISTING A C F H S SK SKYLIGHT TRANSOM T A101 A102 A103 A104 A201 A202 A203 A204 A205 A206 A207 A208 A301 B101 B102 B103 B104 B105 COVERED PORCH OUTDOOR KITCHEN GARAGE KITCHEN SAVANNAH'S BATH SAVANNAH'S CLOSET FLEX SPACE SAVANNAH'S ROOM TRIP'S ROOM TRIP'S BATH CLOSET CLOSET ATTIC DINING POOL BATH LIVING LAUNDRY CLOSET GAME ROOM HANDLE 101 DOOR TAG 1t 1 i HANDLE WINDOW TAG DOOR CASEMENT WINDOWS DOOR AND WINDOW LEGEND 1/4" = 1'-0" Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 SCHEDULES & DIAGRAMS A-601 : : M P 1 3 3 4 3 4 2 0 2 / 1 / 2 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 3D A-701 : : M P 1 3 3 4 3 4 2 0 2 / 1 / 2 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com D R O F T R A H , D R D R O F T R A H 1 2 3 2 3 0 7 8 7 X T , I N T S U A CLIENTS: WADE AND SARAH WEBSTER No. Description Date GIST E R E D AR ND R E W LO E R A C H I T G E A N C T S T A T 240 8 8 E FO T SA XE 2.1.2024 PERMIT SET Project # Date 23.33.HARTFORD 2.1.2024 3D A-702 : : M P 2 3 3 4 3 4 2 0 2 / 1 / 2 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET