C.3.1 - 1007 Maufrais St. - Plans — original pdf

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Historic Review Application For Office Use Only Date of Submission:__________________________ Plan Review #: ______________________________ Property Address: _____________________________________________________________________ Historic Landmark Historic District (Local) National Register Historic District Historic Landmark or Historic District Name:______________________________________________________________________________________________ Applicant Name: _______________________________ Phone #: ______________________ Email: ______________________________ Applicant Address: _______________________________ City: _______________________ __ State: ________________ Zip: __________ Please describe all proposed exterior work with location and materials. If you need more space, attach an additional sheet. PROPOSED WORK LOCATION OF PROPOSED WORK PROPOSED MATERIAL(S) 1) 2) 3) Submittal Requirements 1. One set of dimensioned building plans. Plans must: a) specify materials and finishes to be used, and b) show existing and proposed conditions for alterations and additions. Site Plan Elevations Floor Plan Roof Plan 2. Color photographs of building and site: Elevation(s) proposed to be modified Detailed view of each area proposed to be modified Any changes to these plans must be reviewed and approved by the Historic Preservation Office and/or Historic Landmark Commission. Applicant Signature: ___________________________________________ Date: ____________________________ Design Standards and Guidelines for Historic Properties Adopted December 2012 Design Standards and Guidelines for Historic Properties Landmarks and National Register historic district properties If you are making changes to a historic landmark, the project must comply with these standards to receive a Certificate of Appropriateness. If you are making changes to a contributing property or constructing a new building within a National Register historic district, consider the standards below as advisory guidelines: 1. Use a property for its historic purpose or place it in a new use that requires minimal change to the defining characteristics of the building and its site and environment. 2. Retain and preserve the historic character or a property shall be retained and preserved. Avoid the removal of historic materials or alteration of features and spaces that characterize a property. 3. Recognize each property as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. 4. Most properties change over time; those changes that have acquired historic significance in their own right shall be retained and preserved. 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 7. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible. 8. Significant archaeological resources affected by a project shall be protected and preserved. If such resources must be disturbed, mitigation measures shall be undertaken. 9. New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Local historic district properties If you are making changes to a contributing property or constructing a new building in a local historic district, the project must comply with the design standards established for that district to receive a Certificate of Appropriateness. Visit the Historic Preservation Office website to to view your district's design standards: http://www.austintexas.gov/department/ historic-preservation. What Type of Work Requires a Certificate of Appropriateness? Certificates of Appropriateness (COAs) are required for exterior changes or additions to historic landmarks, any property pending designation as a landmark, and contributing buildings in local historic districts; or if you are constructing a new building in a local historic district. Work requiring a COA includes: 1. Additions 2. Construction of new buildings, including outbuildings 3. Window and door replacement 4. Exterior siding replacement 5. Replacement of roof materials with a different material 6. Site changes such as a pool, deck, fence, or back porch enclosure Ordinary repair and maintenance projects do not require a Certificate of Appropriateness. For more information, see the historic review process charts on the Historic Preservation Office website. MAUFRAIS COTTAGE HISTORIC REVIEW APPLICATION SUBMITTAL ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS GENERAL NOTES STRUC. STRUCTURE/STRUCTU 1. THE CONTRACTOR SHALL REVIEW THE SUBST. SURF. SUSP. SYM. SYS. T&B T&G T. T.B. T.O.B. RAL SUBSITUTE SURFACE SUSPENDED SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TREAD TACK BOARD TOP OF (NOTED ELEMENT) TOP OF STEEL T.P.D. UR. V.C.T. T.V. TECH. TEL. TLT. TOL. TRANS. TRTD. TYP. U.C. U.N.O. T.O.S. T.O.S.C. TOP OF 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 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. 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/CONTIN UE(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/ESTIMATED 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. EXG. EXH. EXH.F. EXT. F.A.P. F.C.O. F.D. F.D.C. 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/INSULATION INTERIOR LEFT HAND LIVE LOAD LABORATORY LAMINATE(D) I.D. I.F. INS. INT. L.H. L.L. LAB. LAM. LAVATORY LADDER LINTEL LOUVER LIGHT LIGHTWEIGHT MANHOLE MASONRY OPENING 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. CONTRACTOR INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED OVERHEAD/OPPOSITE HAND ORIENTED STRAND BOARD OPPOSITE OPP. ORIGINAL ORIG. PRECAST P.C. PROPERTY LINE P.L. PLASTIC LAMINATE P.LAM. PORCELAIN TILE P.T. POLYVINYL CHLORIDE P.V.C. PERFORATE(D) PERF. PERIMETER PERIM. PERPENDICULAR PERP. PARKING PKG. PLATE PL. PLBG. PLUMBING 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 RUBBER FLOORING RIGHT HAND ROUGH OPENING RIGHT OF WAY R.D. R.F. R.H. R.O. R.O.W. REBAR. REINFORCING BAR(S) RECEP. RECEPTACLE REFERENCE REF. REFRIGERATOR REFG. REINFORCE(D)/REINFO REINF. RCING REQUIRED RESILIENT REVERSE (SIDE)/REVISE(D) ROOM ROUND SURFACED FOUR SIDES SOUTH S. S.A.F.B. SOUND ATTENUATING REQ. RESIL. REV. RM. RND. S4S. S.C. S.G.D. S.S. S.S.M. S.STL. S.T.C. S.V. S.W.C. 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. SCREEN SIDING SECTION SHEET SHEATHING SIMILAR SKYLIGHT SLEEVE SPECIFICATION(S) SQUARE STONE STATION STANDARD STORAGE STEEL 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, 2015 IRC AND 2015 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. 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 SHEET INDEX 0 - COVER A-001 EXISTING PHOTOS 1 - ARCHITECTURAL A-100 REFERENCE PLOT PLAN A-101 SITE PLAN A-103 LEVEL 1 PLAN A-104 LEVEL 2 PLAN A-105 ROOF PLAN A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A-901 PERSPECTIVES A-902 AERIALS DEFINITIONS - FLOOR AREA IBC 2015: 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 2015 SEC. 202. IBC 2015: 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 2015 SEC. 202. IBC 2015: 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 2015 SEC. 202. IBC 2015: 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 2015 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). COR: FLOOR AREA: CALCULATED FROM EXTERIOR PERIMETER FOOTPRINT OF EACH STORY OF SUCH BUILDING, OR PORTION THEREOF. DOES NOT INCLUDE ATTACHED GARAGES, ATTICS, BASEMENTS, OR PORCHES. TO INCLUDE ATRIUMS, VENTS, ELEVATOR SHAFTS, EXTERIOR BALCONIES AND PORCHES, MECHANICAL AND STORAGE ROOMS, ELEVATOR LOBBIES, HALLS AND CORRIDORS, BUT EXCLUDE COURTYARDS. REF. COR SEC. 14.02.051 COR: GROUND FLOOR AREA: MEASURED BY TAKING THE AGGREGATE OUTSIDE HORIZONTAL DIMENSIONS OF THE BUILDING OR STRUCTURE, AT FOUNDATION LEVEL, EXCLUDING THE FLOOR AREA OF GARAGES, BASEMENTS, OR OPEN OR SCREENED PORCHES. REF. COR SEC. 14.02.051 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. A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 COVER A-000 M P 1 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 EXISTING PHOTOS A-001 M P 2 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET 20"BO 20"BO EXISTING HOUSE TO BE REMOVED DN REUSE EXISTING GARAGE FOOTPRINT 7' - 6" A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A E G A T T O C S A R F U A M I JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 REFERENCE PLOT PLAN A-100 REFERENCE SURVEY 1 1/8" = 1'-0" M P 3 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET 24' - 1 83/128" " 4 / 1 1 1 - ' 9 25' - 0" NEW TWO STORY 3,251 SF HOME 1 SITE PLAN - PROJECT NORTH_NEW CONSTRUCTION 1/8" = 1'-0" M P 5 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 3. 6. 7. 8. 9. PRIOR TO COMMENCING WORK. 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. PROVIDE TREE PROTECTION FOR ALL 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 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. 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. 3. 4. 5. 6. 7. 8. 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. A R Loga A inf E G A T T O C S A R F U A M I JUSTIN & No. D HISTORI Project # Date A 1 1.1 2 3 4 4.9 5 7 8 " 4 6 / 9 5 4 - ' 1 1 A-202 1 6 A-203 LIVING 21' - 0" " 0 - ' 8 2 11' - 0" 2' - 0" " 6 - ' 2 BATH 1 7' - 0" 9' - 6" 12' - 6" MURPHY BED NEW FUR OUT TO ALIGN WALL FINISH F F A " 0 3 K S E D N I - T L I U B 8' - 0 117/128" OFFICE CL " 0 - ' 6 1 " 0 - ' 2 1 DN " 0 - ' 7 FOYER " 0 - ' 7 A101 GREAT ROOM Q E Q E " 4 - ' 1 FRONT PORCH " 2 / 1 9 - ' 0 2 6' - 8 5/128" ART WALL 8' - 9" Q E Q E 4' - 0" BENCH CAB. W D W D COAT " 0 - ' 2 DINING Vent Hood 48" RNG. EQ EQ 6" " 6 2 A-203 5 3 1 KITCHEN 4 A-203 B 1 0 1 ) " 0 - ' 0 1 " 0 - ' 5 1 ( TRASH HERE 23' - 3 115/128" 23' - 2 51/128" GARAGE FLOOR OVERHEAD DASHED LAWN 534' - 0" UNDER STAIR STOR. FLEX HALL 2 A-201 23' - 7 1/2" 4' - 0" " 0 - ' 5 DN " 8 / 1 1 1 - ' 3 UP 3' - 6" " 6 - ' 8 3' - 3" A/V " 6 - ' 5 " 0 - ' 5 101A (22'-2" 10'-0") H C N E B . S B A C . T H L L U F " 2 / 1 0 1 - ' 6 1 8' - 0" 533' - 0" Z E R O E D G E ZERO EDGE " 0 - ' 6 LAP POOL (4'-7' DEEP) E A S E M E N 7' - 6" T P E 1 5' - 0" R C O D E PIPE CL A B D E F G FRZ. REF. BEER WINE 9 7 537' - 0" " 0 - ' 8 BUTLER'S PANTRY COVERED PATIO SUN POOL (16" DEEP) " 6 - ' 2 1 13' - 7 1/2" 537' - 0" SUN DECK 8 A-203 10' - 0" LAWN 1' - 0" 8' - 0" 1 1.1 2 3 7 8 M P 6 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 1 LEVEL 1_NEW CONSTRUCTION 1/4" = 1'-0" ICE PDR 6" " 3 16' - 6" 17' - 6" COVERED GRILL ZONE 8' - 0" 4 4.9 3" 5 WOOD SCREEN 2 A-202 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET SITE CALCULATIONS - UPDATED 11.23.20 L1 HVAC AREA = 1,748 SF L2 HVAC AREA = 1,503 SF TOTAL HVAC AREA = 3,251 SF (1 SF UNDER) DESIGNED IMPERVIOUS 11.23.20: TOTAL AREA = 3,660 SF (1 SF OVER) SITE AREA ALLOWANCES: SITE AREA TCAD: 7,822 SF SITE AREA MEASURED: 8,131.98 SF (USED FOR CALCS) MAX F.A.R.: 40% = 3,252.4 SF MAX IMPERVIOUS:45% = 3,659 SF MAX BLDG COVERAGE: 40% = 3,252 SF A B C " 2 / 1 0 1 - ' 1 534' - 0" STAIR STRINGER TO MISS 1/4 CRZ " 6 - ' 4 5 A-201 1 5 3 3 ' - 0 " D E F G 5 3 2 ' - 0 " " 6 - ' 3 " 6 - ' 3 . F . I . V " 2 / 1 1 1 - ' 3 1 " 0 - ' 5 1 " 2 / 1 9 - ' 1 2 " 9 - ' 3 A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 LEVEL 1 PLAN A-103 1 1.1 2 3 4 4.9 5 A-202 1 7 8 4' - 0" ROOF BELOW HERS SECRET ROOM W.I.C. M.BATH 8' - 0 3/128" 5' - 6" " 0 - ' 2 " 2 / 1 6 - ' 4 " 6 - ' 1 " 0 - ' 1 " 2 / 1 0 - ' 3 N E N L I " 6 - ' 3 FD HIS SHR N E N L I 1' - 5 1/2" 5' - 6" 7' - 9" M.BR. ROOF BELOW ROOF BELOW 3' - 6" 3' - 6" LDRY W D DN " 1 1 - ' 4 FLEX " 6 - ' 0 1 BATH 4 BR 2 10' - 6" " 4 - ' 3 2 A-201 " 2 / 1 3 - ' 3 1 " 4 - ' 1 " 0 - ' 3 1 " 6 - ' 0 1 " 7 - ' 8 " 4 6 / 1 2 5 - ' 5 " 0 - ' 2 SHR BR 3 " 0 - ' 1 1 BATH 2 3' - 0" W.I.C. ROOF BELOW 11' - 0" A B C D E F G A B C D E F G 1 1.1 2 3 4 4.9 5 L2 HVAC AREA UPDATED 11.23.20 = 1,503 SF 2 A-202 1 LEVEL 2_NEW CONSTRUCTION 1/4" = 1'-0" M P 7 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 LEVEL 2 PLAN A-104 1 1.1 2 3 4 4.9 5 7 8 " 0 - ' 1 / " 4 " 0 - ' 1 / " 4 " 0 - ' 1 / " 4 " 0 - ' 1 / " 4 9" / 1'-0" " 0 - ' 1 / " 0 - ' 1 " 0 - ' 1 / " 0 - ' 1 2" / 1'-0" 1/2" / 1'-0" 3 1/2" / 1'-0" 9" / 1'-0" 9" / 1'-0" " 0 - ' 1 / " 6 " 0 - ' 1 / " 6 A B C D E F G 1 ROOF PLAN 1/4" = 1'-0" M P 7 5 : 9 0 : 2 1 2 0 2 / 8 1 / 1 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 ROOF PLAN A-105 A B C D E F G STANDING SEAM METAL WALL PANEL HARDIE ARTISIAN LAP SIDING SMOOTH BURNISHED STUCCO HARDIE ARTISIAN LAP SIDING STANDING SEAM METAL ROOF HARDIE ARTISIAN LAP SIDING 1 EXTERIOR ELEVATION_WEST 1/4" = 1'-0" G F E D C B A STAINED CEDAR SCREEN M P 5 0 : 0 1 : 2 1 2 0 2 / 8 1 / 1 2 EXTERIOR ELEVATION_EAST 1/4" = 1'-0" FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET STANDING SEAM METAL ROOF COA BUILDING HEIGHT 26' - 1" LEVEL 2 T.O.P. 20' - 7" STANDING SEAM METAL WALL PANEL LEVEL 2 11' - 7" L1 NEW T.O.P. 10' - 0" LEVEL 1 EXTG T.O.P. 8' - 6" GARAGE L1 T.O.P 5' - 8 13/32" STAINED CEDAR SCREEN LEVEL 1 0' - 0" A.A.G. -1' - 0" GARAGE L1 -1' - 9 19/32" COA BUILDING HEIGHT 26' - 1" STANDING SEAM METAL WALL PANEL LEVEL 2 T.O.P. 20' - 7" SMOOTH BURNISHED STUCCO LEVEL 2 11' - 7" L1 NEW T.O.P. 10' - 0" HARDIE ARTISIAN LAP SIDING GARAGE L1 T.O.P 5' - 8 13/32" LEVEL 1 0' - 0" A.A.G. -1' - 0" GARAGE L1 -1' - 9 19/32" A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 EXTERIOR ELEVATIONS A-201 8 7 5 4.9 4 3 2 1.1 1 STANDING SEAM METAL ROOF STANDING SEAM METAL WALL PANEL 1 1.1 2 3 4 4.9 5 7 8 STANDING SEAM METAL ROOF STANDING SEAM METAL WALL PANEL 1 EXTERIOR ELEVATION_NORTH 1/4" = 1'-0" STANDING SEAM METAL WALL PANEL HARDIE ARTISIAN LAP SIDING SMOOTH BURNISHED STUCCO STAINED CEDAR SCREEN M P 3 1 : 0 1 : 2 1 2 0 2 / 8 1 / 1 2 EXTERIOR ELEVATION_SOUTH 1/4" = 1'-0" FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET COA BUILDING HEIGHT 26' - 1" LEVEL 2 T.O.P. 20' - 7" STANDING SEAM METAL WALL PANEL LEVEL 2 11' - 7" L1 NEW T.O.P. 10' - 0" HARDIE ARTISIAN LAP SIDING GARAGE L1 T.O.P 5' - 8 13/32" SMOOTH BURNISHED STUCCO LEVEL 1 0' - 0" A.A.G. -1' - 0" GARAGE L1 -1' - 9 19/32" COA BUILDING HEIGHT 26' - 1" LEVEL 2 T.O.P. 20' - 7" LEVEL 2 11' - 7" L1 NEW T.O.P. 10' - 0" GARAGE L1 T.O.P 5' - 8 13/32" LEVEL 1 0' - 0" A.A.G. -1' - 0" GARAGE L1 -1' - 9 19/32" A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 EXTERIOR ELEVATIONS A-202 A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 PERSPECTIVES A-901 FRONT PERSPECTIVE 1 1 M P 5 2 : 0 1 : 2 1 2 0 2 / 8 1 / 1 FRONT PERSPECTIVE 2 2 FRONT PERSPECTIVE 3 3 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET FRONT AERIAL 1 M P 4 3 : 0 1 : 2 1 2 0 2 / 8 1 / 1 REAR AERIAL 2 FULL SCALE IS 22X34 SHEET | HALF SCALE IS 11X17 SHEET A R C H I T E C T U R E Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.550.7575 info@loganarch.com E G A T T O C S A R F U A M I I S A R F U A M 7 0 0 1 3 0 7 8 7 X T , I N T S U A JUSTIN & SARAH THOMAS No. Description Date PRELIMINARY ONLY NOT FOR CONSTRUCTION 01.18.21 HISTORICAL REVIEW Project # Date 20.36.PROJECT 01.18.21 AERIALS A-902