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WETHERSFIELD REMODEL 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 ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS 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. 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. F.F.E. F.W.P. FAB. FABR. FDN. FL. FLEX. FLOUR. G.C. 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 FINISHED FLOOR ELEVATION FABRIC WRAPPED PANELS FABRIC FABRICATOR FOUNDATION FLOOR FLEXIBLE FLOURESCENT GENERAL CONTRACTOR EA. EL. ELEC. ELEV. EMERG. EMERGENCY EQ. EQUIP. EST. 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 I.D. I.F. INS. INT. SKYLT. SLV. SPEC. SQ. ST. STA. STD. STG. STL. STRUC. STRUCTURE/STRUCT 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. W.P. WORK POINT 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 LEFT HAND LIVE LOAD LABORATORY LAMINATE(D) LAVATORY LADDER LINTEL LOUVER LIGHT LIGHTWEIGHT MANHOLE MASONRY OPENING L.H. L.L. LAB. LAM. LAV. LDR. LNTL. LOUV. LT. LTWT. M.H. M.O. M.PAN. METAL PANEL M.R.T. 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 PERFORATE(D) PERF. PERIMETER PERIM. PERPENDICULAR PERP. PARKING PKG. PLATE PL. PLBG. PLUMBING PLYWD. PLYWOOD PNT. PAINT(ED) POSITIVE POS. 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) REQ. RESIL. REV. RECEP. RECEPTACLE REFERENCE REF. REFRIGERATOR REFG. REINFORCE(D)/REIN REINF. FORCING REQUIRED RESILIENT REVERSE (SIDE)/REVISE(D) ROOM ROUND SURFACED FOUR SIDES S. SOUTH S.A.F.B. SOUND RM. RND. S4S. 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. SCREEN SIDING SECTION SHEET SHEATHING SIMILAR 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 : : M P 3 4 4 1 2 5 2 0 2 / 8 / 4 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. FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 0 - GENERAL A-001 REFERENCE PLOT PLAN A-002 DEMO SITE PLAN A-003 SITE PLAN 1 - ARCHITECTURAL A-101 DEMO FLOOR PLAN A-102 DEMO ROOF PLAN A-103 LEVEL 1 FLOOR PLAN A-104 LEVEL 2 FLOOR PLAN A-105 ROOF PLAN A-201 DEMO ELEVATIONS A-202 DEMO ELEVATIONS A-203 ELEVATIONS A-204 ELEVATIONS A-205 ELEVATIONS A-901 3D A-902 RENDERINGS Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com 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) 7. 5. 6. 8. 2023 10. UNIFORM MECHANICAL CODE (UMC) 2021 11. UNIFORM PLUMBING CODE (UPC) 2021 DEFINITIONS - FLOOR AREA 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: 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. 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: 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. 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: 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. DISCLAIMER: CALCULATIONS WERE DONE FROM REVIT DRAWINGS PRIOR TO BUILDING CONSTRUCTION AND DO NOT REFLECT CHANGES DURING CONSTRUCTION OR AS-BUILT CONDITIONS. L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 COVER A-000 EXISTING PROJECT PHOTOS REFERENCE ONLY, NOT TO SCALE Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date : : M P 4 4 4 1 2 5 2 0 2 / 8 / 4 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 REFERENCE PLOT PLAN A-001 S T A T 240 8 8 E FO SA XE T GIST E R E D AR ND R E W LO G C E R A H I T E C T A N GENERAL DEMO 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. 3. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. 4. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. 5. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 6. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED WALLS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 7. 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. 8. 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. 9. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 10. 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. 11. 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 L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N DEMO AXON 1 2 DEMO AXON 2 3 EXG. POWER POLE TO REMAIN OVERHEAD ELECTRIC LINE TO REMAIN 7 3 1 8 3 1 I D A O R D L E F S R E H T E W ) . . W O R . ' 0 5 ( E " 2 0 ' 7 6 . 9 4 B R U C ' 6 3 ° 9 2 N ELECTRIC METER GAS METER S 62° 26' 14" 120.03' E DEMO REAR PORTION OF HOUSE, REF. DEMO PLANS FOR ADDITIONAL INFORMATION DEMO RIVER STONE 4 2 1 DEMO AC PAD DEMO GRAVEL PAVING H C R O P I K C R B D V O C ' W " 2 0 ' 6 3 ° 9 2 S ' 7 6 . 9 4 DEMO DRIVE APRON DEMO CONC. WALKWAY DEMO PARKING CANOPY DEMO BRICK DRIVE & CURB N 62° 26' 14" 120.03' W DEMO CONC. PATIO DEMO SHED EXG. WATER METER 1 SITE PLAN_DEMOLITION 1/8" = 1'-0" TRUE NORTH PROJECT NORTH : : M P 6 4 4 1 2 5 2 0 2 / 8 / 4 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 DEMO SITE PLAN A-002 S T A T 240 8 8 E FO SA XE T 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 L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N OVERHEAD ELECTRIC LINE TO REMAIN 559.95 559.92 EXG. POWER POLE TO REMAIN ELECTRIC METER GAS METER S 62° 26' 14" 120.03' E 561.27 BUILDING COVER 1345.40 SF 561.77 I D A O R D L E F S R E H T E W ) . . W O R . ' 0 5 ( B R U C EXG. WATER METER E " 2 0 ' 7 6 . 9 4 ' 6 3 ° 9 2 N R 2' - 6" NEW BRICK SIDEWALK 60 SF 25' - 0" FRONT SETBACK EXG. COV'D BRICK PORCH 248.8 SF 560.85 EXG. ONE STORY RESIDENCE 559.31 561.35 558.71 30' - 8 3/4" CARPORT 203 SF " 8 / 5 6 - ' 0 1 560.47 19' - 3" 40' - 0" TENT PORTION 1 ROOF ABOVE N 62° 26' 14" 120.03' W NEW AC PAD 18 SF 10' - 1" 25' - 5 1/2" 18' - 5 1/4" RETAINING WALL 37.5 SF 564.29 563.17 563.78 " 2 / 1 0 - ' 5 " 2 / 1 8 - ' 5 1 10' - 0" REAR SETBACK W " 2 0 ' 6 3 ° 9 2 S ' 7 6 . 9 4 " 0 - ' 5 K C A B T E S E D S I BUILDING COVER 504.72 SF NEW ADDITION 561.77 GRAVEL FLATWORK 30 SF 35' - 6" " 0 - ' 5 K C A B T E S E D S I 40' - 0" TENT PORTION 2 562.33 563.57 22' - 1" TENT PORTION 3 " 0 - ' 2 1 R " 0 - ' 2 " 0 - ' 3 " 0 - ' 3 2 ' - 6 " NEW 12'-0" WIDE TYPE I CONCRETE DRIVEWAY PER COA STANDARD DETAIL 433S-1A NEW BRICK DRIVE 184 SF 1 SITE PLAN_NEW CONSTRUCTION 1/8" = 1'-0" TRUE NORTH PROJECT NORTH : : M P 7 4 4 1 2 5 2 0 2 / 8 / 4 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 SITE PLAN A-003 S T A T 240 8 8 E FO SA XE T EXISTING WINDOWS TO BE DEMOLISHED AND REPLACED WITH NEW TO MATCH EXISTING, TYP. DEMO WALL, REFER TO STRUCT. FOR REMOVAL OF ANY LOAD BEARING WALLS A-202 1 DEMO REAR PORTION OF HOUSE A-201 2 1 A-201 I O T S W O D N W G N T S X E I I I O T W E N H T W D E C A L P E R I D N A D E H S L O M E D E B . P Y T , I I G N T S X E H C T A M DEMO EXG. DOORS DEMO CONC. PATIO 2 A-202 GENERAL DEMO 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. 3. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. 4. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. 5. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 6. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED WALLS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 7. 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. 8. 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. 9. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 10. 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. 11. 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 L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N TRUE NORTH PROJECT NORTH 1 DEMO PLAN_LEVEL 1 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 DEMO FLOOR PLAN A-101 : : M P 7 4 4 1 2 5 2 0 2 / 8 / 4 S T A T 240 8 8 E FO SA XE T EXG. PORTION OF ROOF TO REMAIN DEMO REAR PORTION OF HOUSE AREA FOR NEW HABITABLE ATTIC, REF. A-104 DEMO EXG. ROOF AS REQUIRED FOR NEW HABITABLE ATTIC CONSTRUCTION GENERAL DEMO 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. 3. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. 4. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. 5. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 6. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED WALLS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 7. 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. 8. 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. 9. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 10. 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. 11. 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 L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date TRUE NORTH PROJECT NORTH 1 DEMO PLAN_ROOF 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 DEMO ROOF PLAN A-102 : : M P 8 4 4 1 2 5 2 0 2 / 8 / 4 S T A T 240 8 8 E FO SA XE T GIST E R E D AR ND R E W LO G C E R A H I T E C T A N 3 A-301 EXISTING WINDOWS TO BE DEMOLISHED AND REPLACED WITH NEW TO MATCH EXISTING, TYP. SH7 3 . 1 0 1 SH7 4 . 1 0 1 EQ EQ 5" 5" 6' - 6 3/4" 5" 5" 10' - 2 1/2" 13' - 8 3/4" SH3 1 . 7 0 1 SH3 2 . 7 0 1 SH3 3 . 7 0 1 SH2 1 . 8 0 1 SH2 2 . 8 0 1 SH2 3 . 8 0 1 10' - 3 1/2" V.I.F. 2' - 6" 3' - 6" 2' - 6" 2 A-301 35' - 6 1/2" 14' - 10" 7' - 4" A-204 2 25' - 3" 6' - 10 1/2" 3' - 6 1/2" 2' - 6" 1' - 10" 5' - 0 1/2" 2' - 6" 9" 1' - 5 1/2" A-203 3 1 A-301 I O T S W O D N W G N T S X E I I I O T W E N H T W D E C A L P E R D N A D E H S I L O M E D E B 101.2 1 H S 101.1 1 H S 559.85 A101 LIVING . P Y T , 1 5 A-207 2 A107 DINING I I G N T S X E H C T A M 103.1 1 H S 103.2 1 H S RISERS @7 9/16" 17 TREADS@11" " 4 - ' 3 UP 3 0 1 ) " 0 - ' 8 " 8 - ' 2 ( 1' - 9 1/2" C.J. OVER DOOR A102 FOYER 5' - 4 1/2" 7' - 10 1/4" 104 (2'-8" 8'-0") 8 A-207 A104 BATH 105A (3'-0" 8'-0") A105 MUD/ LAUNDRY 4 A-207 3 105B (3'-0" 8'-0") C1 1 . 4 0 1 EQ EQ 2' - 11 3/4" 4' - 6 1/2" A103 OFFICE " 2 / 1 1 1 - ' 8 11' - 1 1/4" SH8 3 . 3 0 1 4' - 8" V.I.F. 17' - 9 3/4" " 2 / 1 2 - ' 2 " 0 - ' 5 " 2 - ' 7 " 4 / 3 6 - ' 2 " 2 / 1 1 - ' 5 6 A-206 1' - 9 1/8" 6' - 11 1/2" 6 A-207 A106 DEN C.J. " 2 / 1 0 1 " 9 - ' 1 " 2 / 1 9 EQ EQ 1' - 4" 1' - 4" SH6 1 . 6 0 1 SH6 2 . 6 0 1 SH6 3 . 6 0 1 DW 1 4 A-206 2 N G I L A AC PAD F4 1 . 0 1 1 3 A108 KITCHEN A-206 5 A109 PANTRY 3' - 9" A110 M. CLOSET 1 5' - 5" 1' - 9" 0 1 1 ) " 0 - ' 8 " 6 - ' 2 ( 109 (2'-0" 8'-0") A111 HALL ALIGN 2 1 1 ) " 0 - ' 8 " 8 - ' 2 ( F3 1 . 1 1 1 F3 2 . 1 1 1 F3 3 . 1 1 1 SH5 1 . 2 1 1 SH5 2 . 2 1 1 F6 1 . 3 1 1 A112 M. BEDROOM " 4 / 3 0 - ' 6 " 2 - ' 4 A113 M. CLOSET 2 A115 W.C. 115 (2'-0" 8'-0") 7 A-207 A114 M. BATH 4' - 4 1/2" 2' - 6" 3' - 10" B 4 1 1 ) " 0 - ' 8 " 0 - ' 4 ( 3 1 1 ) " 0 - ' 8 " 6 - ' 2 ( A 4 1 1 ) " 0 - ' 8 " 6 - ' 2 ( " 2 / 1 6 - ' 5 " 1 1 - ' 5 " 2 / 1 0 - ' 4 " 0 1 - ' 1 " 6 " 2 - ' 5 " 6 " 0 1 - ' 1 106.5 0 1 F 106.4 0 1 F 6 0 1 ) " 0 - ' 8 " 0 - ' 5 ( SH4 3 . 2 1 1 F9 4 . 2 1 1 SH4 5 . 2 1 1 F5 1 . 4 1 1 1' - 10" 1' - 10" 1' - 10" 3' - 6 1/4" 1' - 10" 3' - 6" 1' - 10" 9' - 0 1/2" 3' - 0" 1' - 8 3/4" 5" 5" 1' - 11 1/2" 4 3/4" 4 3/4" ALIGN WINDOW WITH EXG. WINDOW IN SAME LOCATION 2 A-203 10' - 1 3/4" V.I.F. 25' - 3" 1 A-204 : : M P 8 4 4 1 2 5 2 0 2 / 8 / 4 TRUE NORTH PROJECT NORTH 1 FLOOR PLAN_LEVEL 1 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET GENERAL NOTES - FLOOR PLAN 1. WALL INSULATION TO BE MINIMUM R-20 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. 2. 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. 3. FLOORS OVER UNCONDITIONED SPACE TO BE R-30 OR OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3 4. WINDOWS TO HAVE MAXIMUM SHGC OF 0.25 5. ALL INTERIOR WALL DIMENSIONS TO FACE OF STUD U.N.O. 6. GYPSUM WALL BOARD TO BE 5/8" ON ALL WALLS. 7. BUILDING ENVELOPE, VAPOR BARRIER, WATER PROOFING AND FLASHING TO BE COMPLIANT WITH 2021 IRC. 8. 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. 9. 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. 12. PROVIDE SOLID PINE 1X4 DOOR TRIMS, PNT. 13. PROVIDE SOLID PINE 1X6 WINDOW SILLS, PNT. 14. 1-1/8" FLOOR DECKING TO BE USED U.N.O. 15. 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. ALL EXTERIOR WALLS TO BE 2X6 WALLS U.N.O. 20. ALL WALLS WITH T.O.P. GREATER THAN 10' ARE TO BE 2X6 WALLS U.N.O. 21. ALL INTERIOR FULL HEIGHT TILE OR STUCCO WALLS TO LSL FRAMING 22. FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION, PER IRC 2021 TABLE R302.1(1), IN THE FOLLOWING LOCATIONS: 23. 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". 24. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. 25. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 26. 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. 27. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 28. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 29. C.J. - DRYWALL CONTROL JOINT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date 1 A-203 " 6 - ' 5 1 " 5 - ' 7 " 2 - ' 4 " 1 1 - ' 3 " 4 / 3 6 " 1 - ' 4 " 4 / 3 2 - ' 0 1 " 4 / 1 2 - ' 1 " 6 - ' 4 1 GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 LEVEL 1 FLOOR PLAN A-103 " 2 1 / 3 - ' 8 " 4 3 / 9 - ' 8 " 4 3 / 2 - ' 8 2 HABITABLE ATTIC EXHIBIT 1/4" = 1'-0" " 4 / 3 0 1 - ' 1 " 5 - ' 1 1 " 4 / 3 9 - ' 1 1 RISERS @7 9/16" 17 TREADS@11" OPEN TO BELOW SKYLIGHT " 4 / 3 1 1 - ' 5 1 A-301 AREA BETWEEN 5'-7' " 0 - ' 7 3 HABITABLE ATTIC EXHIBIT 1/4" = 1'-0" TOTAL EXEMPTED ATTIC AREA: 314.7 AREA BETWEEN 5'-7': 205.3 SF (65% TOTAL AREA) A-204 2 12' - 3 1/4" 10' - 3 1/2" 23' - 4 1/2" 2' - 8" 2' - 6" 5" 2' - 6" 2' - 2 1/2" 1' - 4" 2' - 6" 4' - 4" 2' - 6" 7' - 5" 2' - 6" 2' - 9 1/2" TYP. SPACING 7" 2' - 6" 4 1/2" F1 1 . 1 0 2 F1 2 . 1 0 2 F1 3 . 1 0 2 F1 4 . 1 0 2 C.J. C.J. 4' WALL " 0 1 - ' 1 C.J. 10 A-207 11 A201 FLEX DN SH5 2 . 3 0 2 SH5 3 . 3 0 2 C1 1 . 8 0 2 RAILING 203.1 5 H S C1 1 . 4 0 2 C1 2 . 4 0 2 4 0 2 ) " 8 - ' 6 " 6 - ' 2 ( A204 BATH 2 A205 (2'-0" 6'-8") A205 CLOSET 203 (2'-6" 6'-8") 6' - 10" 4' - 0 1/2" A202 HALL " 1 - ' 4 " 2 / 1 7 - ' 3 " 0 1 - ' 3 " 2 / 1 1 1 - ' 3 A203 BEDROOM 2 11' - 4 1/2" A 6 0 2 ) " 8 - ' 6 " 6 - ' 2 ( F6 1 . 2 0 2 F6 2 . 2 0 2 F6 3 . 2 0 2 F6 4 . 2 0 2 F6 5 . 2 0 2 F6 6 . 2 0 2 " 2 / 1 0 - ' 2 " 6 - ' 3 " 0 - ' 6 " 2 / 1 1 1 - ' 3 " 2 / 1 0 1 - ' 1 CHASE A207 CLOSET 207 (2'-0" 6'-8") 9 A208 BATH 3 A-207 208 (2'-6" 6'-8") BALCONY 3' - 5 1/2" 8' - 4 1/2" B 6 0 2 ) " 8 - ' 6 " 0 - ' 4 ( A206 BEDROOM 3 " 4 / 1 0 1 - ' 5 1 " 2 / 1 4 - ' 7 1 1 A-203 " 4 / 1 5 - ' 7 " 2 - ' 4 " 4 / 1 9 - ' 5 1' - 10" 5" 4' - 1" 3' - 2 1/2" 6' - 4" 3' - 9 1/4" 1' - 7" 1' - 10" 5' - 2" 1' - 10" SH9 1 . 6 0 2 SH9 2 . 6 0 2 1' - 11 3/4" 201.9 2 1 F TYP. SPACING 2 A-203 C.J. C.J. C.J. " 0 - ' 4 " 7 - ' 4 " 4 / 3 2 - ' 3 F1 5 . 1 0 2 F1 6 . 1 0 2 F1 7 . 1 0 2 F1 8 . 1 0 2 7" 2' - 6" 4 1/2" TYP. SPACING 12' - 0" 12' - 3 3/4" 21' - 7 1/2" 12' - 0" 3 A-301 2 A-301 1 A-204 TRUE NORTH PROJECT NORTH 1 FLOOR PLAN_LEVEL 2 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET : : M P 0 5 4 1 2 5 2 0 2 / 8 / 4 GENERAL NOTES - FLOOR PLAN 1. WALL INSULATION TO BE MINIMUM R-20 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. 2. 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. 3. FLOORS OVER UNCONDITIONED SPACE TO BE R-30 OR OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3 4. WINDOWS TO HAVE MAXIMUM SHGC OF 0.25 5. ALL INTERIOR WALL DIMENSIONS TO FACE OF STUD U.N.O. 6. GYPSUM WALL BOARD TO BE 5/8" ON ALL WALLS. 7. BUILDING ENVELOPE, VAPOR BARRIER, WATER PROOFING AND FLASHING TO BE COMPLIANT WITH 2021 IRC. 8. 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. 9. 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. 12. PROVIDE SOLID PINE 1X4 DOOR TRIMS, PNT. 13. PROVIDE SOLID PINE 1X6 WINDOW SILLS, PNT. 14. 1-1/8" FLOOR DECKING TO BE USED U.N.O. 15. 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. ALL EXTERIOR WALLS TO BE 2X6 WALLS U.N.O. 20. ALL WALLS WITH T.O.P. GREATER THAN 10' ARE TO BE 2X6 WALLS U.N.O. 21. ALL INTERIOR FULL HEIGHT TILE OR STUCCO WALLS TO LSL FRAMING 22. FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION, PER IRC 2021 TABLE R302.1(1), IN THE FOLLOWING LOCATIONS: 23. 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". 24. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. 25. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 26. 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. 27. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 28. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 29. C.J. - DRYWALL CONTROL JOINT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 LEVEL 2 FLOOR PLAN A-104 FINISH SCHEDULE KEY A.S.1 BRK.1 BRK.2 C.P.1 PNT.1 ASPHALT SHINGLE, FINAL SELECTION BY OWNER. BRICK TO MATCH EXG. BRICK PAVERS TO MATCH EXG. CEMENT PLASTER UNDERPINNING, SMOOTH BURNISHED W/ INTEGRAL COLOR TO MATCH SIDING. EXTERIOR BASE WALL PAINT COLOR. EXTERIOR ACCENT WALL COLOR. EXTERIOR ACCENT COLOR. PNT.2 PNT.3 PNT.4 METAL PAINT. DARK BRONZE. S.S.1 SD.1 SD.2 EXTERIOR RAILS. PRE-FINISHED STANDING SEAM METAL ROOF CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT. COMPOSITE 5" HORIZONTAL SIDING, PAINTED PNT.1 U.N.O. COMPOSITE PANEL SIDING, PAINTED PNT.2 U.N.O. EXG. BRICK FIREPLACE TO REMAIN EXG. GUTTER GUTTER D.S. EDGE " 0 - ' 1 / " 7 RIDGE " 0 - ' 1 / " 7 " 0 - ' 1 / " 7 " 0 - ' 1 / " 7 EDGE D.S. GUTTER " 6 EDGE " 0 - ' 1 / " 3 NEW LOWER ROOF RIDGE " 0 - ' 1 / " 3 EDGE " 6 EXG. ROOF SK1 7 . 1 0 2 6" EXG. ROOF NEW ROOF A.S.1 A.S.1 WALLS BELOW BALCONY BELOW EDGE NEW ROOF RIDGE VALLEY 8" / 1'-0" V A L L E Y E G D R I 8" / 1'-0" D.S. E G D E " 1 - ' 1 . P Y T 1' - 1" TYP. 9 3/8" / 1'-0" 9 3/8" / 1'-0" 1/4" / 1'-0" MATCH EXG. V.I.F. MATCH EXG. V.I.F. MIN. S.S.1 GUTTER A.S.1 " 2 / 1 0 - ' 3 10 3/4" TRUE NORTH PROJECT NORTH 1 ROOF PLAN 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET : : M P 0 5 4 1 2 5 2 0 2 / 8 / 4 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 ROOF PLAN A-105 COA BUILDING HEIGHT 32' - 8 1/4" GENERAL DEMO 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. 3. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. 4. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. 5. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 6. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED WALLS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. EXG. ROOF RIDGE 20' - 6 1/4" 7. LEVEL 2 T.O.P. 19' - 3" DEMO REAR PORTION OF HOUSE 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. LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 A.A.G. 11" 8 1/4" EXG. LIVING 0" 8. 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. 9. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 10. 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. 11. 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. EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" DEMO EXG. ROOF AS REQUIRED FOR NEW HABITABLE ATTIC CONSTRUCTION 1 DEMO ELEVATION_EAST 1/4" = 1'-0" EXISTING WINDOWS TO BE DEMOLISHED AND REPLACED WITH NEW TO MATCH EXISTING, TYP. 2 DEMO ELEVATION_WEST 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET : : M P 2 5 4 1 2 5 2 0 2 / 8 / 4 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 DEMO ELEVATIONS A-201 DEMO EXG. ROOF AS REQUIRED FOR NEW HABITABLE ATTIC CONSTRUCTION DEMO REAR PORTION OF HOUSE 1 DEMO ELEVATION_NORTH 1/4" = 1'-0" COA BUILDING HEIGHT 32' - 8 1/4" EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" EXG. LIVING A.A.G. 0" 8 1/4" GENERAL DEMO 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. 3. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. 4. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. 5. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 6. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED WALLS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 7. 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. 8. 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. 9. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 10. 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. 11. 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. DEMO EXG. ROOF AS REQUIRED FOR NEW HABITABLE ATTIC CONSTRUCTION EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" DEMO REAR PORTION OF HOUSE LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" A.A.G. 8 1/4" LEVEL 1 11" EXG. LIVING 0" 2 DEMO ELEVATION_SOUTH 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET : : M P 4 5 4 1 2 5 2 0 2 / 8 / 4 Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 DEMO ELEVATIONS A-202 - 0 " 1 ' / 3 " F12 9 . 1 0 2 F8 6 . 6 0 1 F11 7 . 6 0 1 F8 8 . 6 0 1 106 (5'-0" 8'-0") F10 4 . 6 0 1 F10 5 . 6 0 1 A.S.1 2 BUILDING ELEVATION_EAST DEN WALL 1/4" = 1'-0" 1 BUILDING ELEVATION_EAST (REAR) 1/4" = 1'-0" COA BUILDING HEIGHT 32' - 8 1/4" ASSUMED EXISTING ROOF RIDGE V.I.F. NEW HABITABLE ATTIC DORMER NOT TO EXCEED RIDGE. LEVEL 2 T.O.P. SET RELATIVE TO EXISTING RIDGE/NEW DORMER. ALIGN EAVES OF NEW ROOF TO EAVES OF NEW DORMER. NOTIFY ARCHITECT IF MIN. T.O.P. OF 7'-7 3/4" CANNOT BE ACHIEVED. EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" A.S.1 LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" EXG. BRICK FIREPLACE TO REMAIN " 0 - ' 2 3 " 8 / 1 1 - ' 9 " 1 1 A.S.1 BRK.1 BRK.2 C.P.1 PNT.1 COA BUILDING HEIGHT 32' - 8 1/4" FINISH SCHEDULE KEY ASPHALT SHINGLE, FINAL SELECTION BY OWNER. BRICK TO MATCH EXG. BRICK PAVERS TO MATCH EXG. CEMENT PLASTER UNDERPINNING, SMOOTH BURNISHED W/ INTEGRAL COLOR TO MATCH SIDING. EXTERIOR BASE WALL PAINT COLOR. EXTERIOR ACCENT WALL COLOR. EXTERIOR ACCENT COLOR. PNT.2 PNT.3 PNT.4 METAL PAINT. DARK BRONZE. S.S.1 SD.1 SD.2 EXTERIOR RAILS. PRE-FINISHED STANDING SEAM METAL ROOF CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT. COMPOSITE 5" HORIZONTAL SIDING, PAINTED PNT.1 U.N.O. COMPOSITE PANEL SIDING, PAINTED PNT.2 U.N.O. FINISH NOTES: 1. ALL EXTERIOR HORIZONTAL SIDING TO BE PAINTED PNT.1 U.N.O. 2. ALL EXTERIOR PANEL SIDING, COLUMNS, SHUTTERS, AND TRIM TO BE PAINTED PNT.2 U.N.O. 1 A-301 TENT PORTION 3 SD.1 7 " / 1 '- 0 " 7" / 1'-0" 206B (4'-0" 6'-8") METAL RAILING 114B (4'-0" 8'-0") " 0 - ' 5 1 " 0 - ' 2 3 " 4 3 / 7 - ' 7 " 8 1 / 7 - ' 1 " 8 1 / 1 - ' 9 EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" COA BUILDING HEIGHT 32' - 8 1/4" - 0 " 1 ' / 3 " 1 A-301 TENT PORTION 1 EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" A.S.1 EXG. TRIM & SHUTTER TO REMAIN, PATCH AND REPAIR AS REQ'D NEW METAL GUTTERS, PAINTED LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" COMPOSITE HORIZONTAL SIDING, PAINTED EXG. COLUMNS TO BE REPAINTED STUCCO UNDERPINNING TO MATCH SIDING LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" SH1 2 . 1 0 1 SH1 1 . 1 0 1 SH1 1 . 3 0 1 SH1 2 . 3 0 1 : : M P 9 5 4 1 2 5 2 0 2 / 8 / 4 3 BUILDING_ELEVATION_WEST (FRONT) 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET EXG. FRONT DOOR, PEDIMENT, AND TRIM TO BE REPAINTED EXG. BRICK TO REMAIN Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 ELEVATIONS A-203 2 A-301 ASSUMED EXISTING ROOF RIDGE V.I.F. NEW HABITABLE ATTIC DORMER NOT TO EXCEED RIDGE. LEVEL 2 T.O.P. SET RELATIVE TO EXISTING RIDGE/NEW DORMER. ALIGN EAVES OF NEW ROOF TO EAVES OF NEW DORMER. NOTIFY ARCHITECT IF MIN. T.O.P. OF 7'-7 3/4" CANNOT BE ACHIEVED. 3 A-301 C1 1 . 8 0 2 C1 2 . 4 0 2 C1 1 . 4 0 2 SH5 3 . 3 0 2 SH5 2 . 3 0 2 F1 4 . 1 0 2 F1 3 . 1 0 2 F1 2 . 1 0 2 F1 1 . 1 0 2 COA BUILDING HEIGHT 32' - 8 1/4" EXG. BRICK FIREPLACE TO REMAIN EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" C1 2 . 4 1 1 F6 1 . 3 1 1 SH5 2 . 2 1 1 F4 1 . 0 1 1 SH5 1 . 2 1 1 SH2 3 . 8 0 1 SH2 2 . 8 0 1 SH2 1 . 8 0 1 SH3 3 . 7 0 1 SH3 2 . 7 0 1 SH3 1 . 7 0 1 SH7 4 . 1 0 1 SH7 3 . 1 0 1 2 BUILDING ELEVATION_NORTH (SIDE) 1/4" = 1'-0" EXG. BRICK FIREPLACE TO REMAIN COMPOSITE HORIZONTAL SIDING, PAINTED STUCCO UNDERPINNING TO MATCH SIDING EXG. COLUMNS TO BE REPAINTED 3 A-301 2 A-301 NEW METAL GUTTERS SK1 7 . 1 0 2 F1 5 . 1 0 2 F1 6 . 1 0 2 F1 7 . 1 0 2 F1 8 . 1 0 2 SH9 1 . 6 0 2 SH9 2 . 6 0 2 F6 1 . 2 0 2 F6 2 . 2 0 2 F6 3 . 2 0 2 F6 4 . 2 0 2 F6 5 . 2 0 2 F6 6 . 2 0 2 C1 1 . 4 0 1 SH8 3 . 3 0 1 105B (3'-0" 8'-0") F3 1 . 1 1 1 F3 2 . 1 1 1 F3 3 . 1 1 1 SH4 3 . 2 1 1 F9 4 . 2 1 1 SH4 5 . 2 1 1 BRICK RETAINING WALL F5 1 . 4 1 1 A.S.1 SD.1 METAL RAILING " 0 - ' 2 3 " 4 3 / 7 - ' 7 " 8 1 / 7 - ' 1 " 8 1 / 1 - ' 9 " 1 1 " 0 - ' 2 3 " 4 / 3 7 - ' 7 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 1 1 FINISH SCHEDULE KEY A.S.1 BRK.1 BRK.2 C.P.1 PNT.1 ASPHALT SHINGLE, FINAL SELECTION BY OWNER. BRICK TO MATCH EXG. BRICK PAVERS TO MATCH EXG. CEMENT PLASTER UNDERPINNING, SMOOTH BURNISHED W/ INTEGRAL COLOR TO MATCH SIDING. EXTERIOR BASE WALL PAINT COLOR. EXTERIOR ACCENT WALL COLOR. EXTERIOR ACCENT COLOR. PNT.2 PNT.3 PNT.4 METAL PAINT. DARK BRONZE. S.S.1 SD.1 SD.2 EXTERIOR RAILS. PRE-FINISHED STANDING SEAM METAL ROOF CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT. COMPOSITE 5" HORIZONTAL SIDING, PAINTED PNT.1 U.N.O. COMPOSITE PANEL SIDING, PAINTED PNT.2 U.N.O. FINISH NOTES: 1. ALL EXTERIOR HORIZONTAL SIDING TO BE PAINTED PNT.1 U.N.O. 2. ALL EXTERIOR PANEL SIDING, COLUMNS, SHUTTERS, AND TRIM TO BE PAINTED PNT.2 U.N.O. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N S T A T 240 8 8 E FO SA XE T LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" COA BUILDING HEIGHT 32' - 8 1/4" A.S.1 SD.1 EXG. ROOF RIDGE 20' - 6 1/4" LEVEL 2 T.O.P. 19' - 3" METAL RAILING LEVEL 2 11' - 7 1/4" LEVEL 1 T.O.P. 10' - 0 1/8" LEVEL 1 11" A.A.G. 8 1/4" EXG. LIVING 0" 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 ELEVATIONS A-204 : : M P 3 0 5 1 2 5 2 0 2 / 8 / 4 1 BUILDING ELEVATION_SOUTH (SIDE) 1/4" = 1'-0" COMPOSITE HORIZONTAL SIDING, PAINTED STUCCO UNDERPINNING TO MATCH SIDING EXG. COLUMNS TO BE REPAINTED FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET FINISH SCHEDULE KEY A.S.1 BRK.1 BRK.2 C.P.1 PNT.1 ASPHALT SHINGLE, FINAL SELECTION BY OWNER. BRICK TO MATCH EXG. BRICK PAVERS TO MATCH EXG. CEMENT PLASTER UNDERPINNING, SMOOTH BURNISHED W/ INTEGRAL COLOR TO MATCH SIDING. EXTERIOR BASE WALL PAINT COLOR. EXTERIOR ACCENT WALL COLOR. EXTERIOR ACCENT COLOR. PNT.2 PNT.3 PNT.4 METAL PAINT. DARK BRONZE. S.S.1 SD.1 SD.2 EXTERIOR RAILS. PRE-FINISHED STANDING SEAM METAL ROOF CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT. COMPOSITE 5" HORIZONTAL SIDING, PAINTED PNT.1 U.N.O. COMPOSITE PANEL SIDING, PAINTED PNT.2 U.N.O. FINISH NOTES: 1. ALL EXTERIOR HORIZONTAL SIDING TO BE PAINTED PNT.1 U.N.O. 2. ALL EXTERIOR PANEL SIDING, COLUMNS, SHUTTERS, AND TRIM TO BE PAINTED PNT.2 U.N.O. SW 7517 RIVERS EDGE (SIDING) SW 7511 BUNGALOW BEIGE (ACCENT) SW 6207 RETREAT (FRONT DOOR) Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date GIST E R E D AR ND R E W LO G C E R A H I T E C T A N : : M P 4 0 5 1 2 5 2 0 2 / 8 / 4 FRONT ELEVATION - MATERIAL PALETTE FOR REFERENCE (NOT TO SCALE) FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 ELEVATIONS A-205 S T A T 240 8 8 E FO SA XE T VIEW DOWN DRIVE 5 ASPHALT SHINGLES CEMENT PLASTER UNDERPINNING COMPOSITE 5" HORIZONTAL SIDING, PAINTED BRICK ASPHALT SHINGLES S/W AXON 2 HEAD ON VIEW 4 CEMENT PLASTER UNDERPINNING COMPOSITE 5" HORIZONTAL SIDING, PAINTED BRICK PAVERS ASPHALT SHINGLES Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date CEMENT PLASTER UNDERPINNING COMPOSITE 5" HORIZONTAL SIDING, PAINTED VIEW DOWN NEIGHBOR'S DRIVE 3 N/E AXON 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 3D A-901 : : M P 5 1 5 1 2 5 2 0 2 / 8 / 4 S T A T 240 8 8 E FO SA XE T GIST E R E D AR ND R E W LO G C E R A H I T E C T A N Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com L E D O M E R D L E F S R E H T E W I I D A O R D L E F S R E H T E W 1 1 6 1 3 0 7 8 7 X T , I N T S U A CLIENTS: Desiree Mitri & Henry Somers No. Description Date FRONT PERSPECTIVE SW 7517 RIVERS EDGE (SIDING) SW 7511 BUNGALOW BEIGE (ACCENT) SW 6207 RETREAT (FRONT DOOR) GIST E R E D AR ND R E W LO G C E R A H I T E C T A N REAR PERSPECTIVE FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 04.08.25 HLC REVIEW Project # 24.44.WETHERSFIELD Date 04.08.25 RENDERINGS A-902 : : M P 6 1 5 1 2 5 2 0 2 / 8 / 4 S T A T 240 8 8 E FO SA XE T