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GENERAL NOTES THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZES, LOCATIONS AND "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, THE CONTRACTOR SHALL SUBMIT TO THE OWNER CONFIRMATIONS OF ORDERS, THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL ALL MEP RELATED ITEMS SHOULD BE REVIEWED BY THE ENGINEER AND MAY BE ADJUSTED CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL THE CONTRACTOR SHALL CERTIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS FOR 1. REGULATIONS, ORDINANCES AND STANDARDS, HAVING JURISDICTION, INCLUDING APPLICABLE TEXAS LAW AND AMERICAN'S WITH DISABILITIES ACT. IF THERE ARE ANY QUESTIONS OR CONFLICTS CONCERNING COMPLIANCE WITH SUCH CODES, ORDINANCES OR STANDARDS, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. ALL NECESSARY LICENSES, CERTIFICATES, TESTS, ETC. SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. ALL NECESSARY PERMITS SHALL BE PROCURED BY THE CONTRACTOR AND PAID FOR BY OWNER. 2. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN AND MEETS ALL APPLICABLE CODES BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 3. STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WORK AND EQUIPMENT WITH TRADES INVOLVED. 4. FOR CHECKING EXISTING CONDITIONS AT THE JOB SITE BEFORE SUBMITTING PROPOSALS. SUBMISSION OF PROPOSALS SHALL BE TAKEN AS EVIDENCE THAT SUCH INSPECTIONS HAVE BEEN MADE. CLAIMS FOR EXTRA COMPENSATION FOR WORK THAT COULD HAVE BEEN FORESEEN BY SUCH INSPECTION, WHETHER SHOWN ON CONTRACT DOCUMENTS OR NOT, SHALL NOT BE ACCEPTED OR PAID. 5. OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION OR ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE WHEN ORDERED TO DO SO. ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN THE ONE YEAR TIME PERIOD. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED, AS INTERPRETED BY THE ENGINEER AND ARCHITECT. THE INSTALLATION OF ALL EQUIPMENT SHALL BE MADE BY EXPERIENCED CRAFTSMEN IN A NEAT, WORKMANLIKE MANNER. ALL MATERIALS, TOOLS COSTS AND SERVICES NECESSARY TO COMPLETELY INSTALL ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE PROVIDED BY THE CONTRACTOR. 7. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION PRACTICES. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT, OR OVER OR UNDER WHICH HE MAY TRANSPORT, HOIST OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC., AND SHALL REPAIR SATISFACTORILY ALL DAMAGES CAUSED BY HIM DURING CONSTRUCTION. 8. CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER, OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION IS BEGUN 9. INCLUDING DELIVERY DATES FOR ALL MATERIALS AND EQUIPMENT WHOSE TIMELY DELIVERY IS REQUIRED TO AVOID CHANGES IN THE CONSTRUCTION DOCUMENTS OR IN THE CONSTRUCTION DOCUMENTS OR IN THE CONSTRUCTION SCHEDULE. 10. BEFORE PROCEEDING WITH FABRICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OR ASSEMBLY, FOR PERFORMING THE WORK IN A SAFE MANNER, AND FOR ADHERING TO ALL APPLICABLE CODES AND STANDARDS. 11. PENDING NOTICE TO AND APPROVAL OF THE ENGINEER. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 12. 13. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. 14. FINISH FACES IN THE SAME PLANE. 15. IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE. 16. SIMILAR TO A CONDITION DETAILED FOR ANOTHER LOCATION. 17. DRAWINGS. 18. SHEETS. 19. INCLUDING WATERING AS REQUIRED TO CONTROL DUST. AT COMPLETION OF CONSTRUCTION, THOROUGHLY CLEAN SITE AND ALL CONSTRUCTION AREAS. 20. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED. THE INSTALLATION OF ALL EQUIPMENT SHALL BE MADE BY EXPERIENCED CRAFTSMEN IN A NEAT, WORKMAN LIKE MANNER. ALL MATERIALS, TOOLS, COSTS AND SERVICES NECESSARY TO COMPLETELY INSTALL ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE PROVIDED BY THE CONTRACTOR. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, COLLAPSE AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION PRACTICES. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT, OR OVER OR UNDER WHICH HE OR SHE MAY TRANSPORT, HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC. AND SHALL REPAIR SATISFACTORILY ALL DAMAGES CAUSED BY HIM/HER DURING CONSTRUCTION. 22. CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER, OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION IS BEGUN. 23. BEFORE PROCEEDING WITH FABRICATION. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OR ASSEMBLY, FOR PERFORMING THE WORK IN A SAFE MANNER, AND FOR ADHERING TO ALL APPLICABLE CODES AND STANDARDS. 24. DOCUMENTS HAVE PRECEDENCE OVER MEP DRAWINGS. DESIGNER SHALL BE NOTIFIED OF ANY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REVIEW LIGHTING LOCATIONS PRIOR TO FLOOR/CEILING FRAMING AND SHALL MAKE THE APPROPRIATE ACCOMMODATIONS TO FRAMING DURING INITIAL INSTALLATION IN ORDER TO AVOID FUTURE FRAMING MODIFICATIONS. 25. CONTRACTOR SHALL PROVIDE A MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATION THAT IS COMPLETE. ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN IN THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED. 26. NOTCHING, OR DRILLING OF STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING AND WHICH ARE NOT PERMITTED IN THE STRUCTURAL SPECIFICATIONS. 27. CHECKING EXISTING CONDITIONS AT THE JOB SITE BEFORE SUBMITTING PROPOSALS. SUBMISSIONS OF PROPOSALS SHALL BE TAKEN AS EVIDENCE THAT SUCH INSPECTIONS HAVE BEEN MADE. CLAIMS FOR EXTRA COMPENSATION FOR WORK THAT COULD HAVE BEEN FORESEEN BY SUCH INSPECTION, WHETHER SHOWN ON CONTRACT DOCUMENTS OR NOT, SHALL NOT BE ACCEPTED OR PAID. 28. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION OR ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OR HER OWN EXPENSE, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL AND WORKMANSHIP WITHIN SAID PERIOD OF TIME. 29. ENVIRONMENTAL PROTECTION AGECY (EPA) LEAD RENOVATION, REPAIR AND PAINTING PROGRAM RULE 40CFR PART 745. 30. SERVICE PROVIDER. "SIMILAR" OR "SIM." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS "TYPICAL" OR "TYP." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS GC TO COORDINATE ELECTRICAL SERVICE DISCONNECT/RECONNECT WITH THE LOCAL THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR ANY CUTTING, THE COVER SHEET IS A MASTER INDEX. NOT ALL SYMBOLS/ITEMS WILL BE INCLUDED IN GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN JOBSITE, GC TO VERIFY ALL ASPECTS OF THE CONSTRUCTION PROJECT COMPLIES WITH THE DO NOT DISASSEMBLE THIS SET, COVER SHEET CONTAINS DATA PERTINENT TO ALL LOCATION OF ALL CEILING MOUNTED ITEMS IN THE DESIGNER’S CONSTRUCTION IT IS THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS THAT THE THE CONTRACTOR SHALL VERIFY ALL COORDINATE SIZES, LOCATIONS AND 1020 SPENCE ST AUSTIN TEXAS 78702 ARCHITECT INFORMATION CONTACT: RAUL A BAEZA PHONE: 915-328-4316 OWNER INFORMATION CHRIS MYERS D&M ENTERPRISES LLC 5505 MCCARTY LN AUSTIN, TX 78749 210 248 6666 LEGAL DESCRIPTION LOT 16 BLK 3 OLT 31-23 DIV O M K & T ZONING INFORMATION SF-3 NP Front Yard: Minimum front yard is: 25 feet Side Yard: Minimum side yard is: 05 feet Rear Yard: Minimum rear yard is: 10 feet Max Height: 35 feet Max Building Coverage: 40% Max Impervious: 45% = 2,642 square feet FAR: 40% = 2,455 square feet INDEX OF DRAWINGS A0.2 A0.3 A0.4 A0.5 A0.6 A2.4 A2.5 A0.0 A1.0 A1.2 A1.3 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 A4.1 A6.0 SITE DEMO SITE PLAN SITE PLAN - TREE CITY OF AUSTIN - ARBOR CITY OF AUSTIN - VISITABILITY INTERIOR VIEWS INTERIOR VIEWS COVER SHEET ROOF PLAN CONSTRUCTION FLOOR PLAN REFLECTED CEILING PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATION SECTIONS TYPICAL DETAILS DETAILS SCHEDULES AREA CALCULATIONS: PROJECT LOCATION: SYMBOL LEGEND: 1 /A101 SIM 1 A101 ELEVATION SYMBOL SECTION DETAIL SYMBOL SECTION SYMBOL PARTITION TYPE SYMBOL DOOR NUMBER SYMBOL DETAIL SYMBOL WINDOW SYMBOL XXXX X X XXX X XXXX X ROOM NAME XXX ROOM NAME & NUMBER SYMBOL EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL COVER SHEET A0.0 9/18/2022 3:40:56 PM PP E S69°35'26"W 44.92' GENERAL NOTES EXISTING WORK TO REMAIN UNLESS OTHERWISE NOTED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EXTENT OF DEMOLITION OF MEP SYSTEMS. REFER TO A0.5 CITY OF AUSTIN - ARBOR FOR TREE PROTECTION REFER TO ARBOSIT LETTER. LIGUSTRUM TREE DEMED FOR REMOVAL BY ARBORIST T8 RELOCATE EXISTING WOOD SHED 466 " 9 4 . 8 2 1 E " 4 0 0 3 ° 1 2 N ' DEMOLISH EXISTING STAIRS T4 T7 DEMOLISH EXISTING COVERED PATO DEMOLISH WALL AND SECTION THAT IS OVER SETBACK EXISTING STRUCTURE TO REMAIN -DEMOLISH SIDING AND INTERIOR. E EM EXISTING BOX AND CONNECTION TO BE REMOVED. GC TO PROVIDE A TEMP POST AND PANEL DURING CONSTRUCTION. COORDINATE WITH LOCAL JURISDICTION UTILITIES. " 8 6 . 8 2 1 ' " W 8 3 9 4 ° 0 2 S T3 T3 T1 T0 467 EXISTING SUPPLY AND SEWER LINE TO BE DEMOLISHED BACK TO CITY FEED.GC TO PROVIDE A TEMP POST AND PANEL DURING CONSTRUCTION. COORDINATE WITH LOCAL JURISDICTION UTILITIES. T2 N69°19'49"W 46.43" CONC SIDEWALK CURB W WM IMPROVEMENTS IN THE RIGHT-OF-WAY TO REMAIN 1 SITE - DEMO 1/8" = 1'-0" TRUE NORTH PLAN NORTH EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL SITE DEMO A0.2 9/18/2022 3:40:56 PM APPROXIMATE POWER POLE LOCATION SEE SURVEY NEXT SHEET. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING NEAR OVERHEAD POWERPOLE AND ELECTRICAL SERVICE. DOWEL NEW DRIVEWAY INTO EXISTING CONCRETE #4 BARS 18" @ 18"O.C. OR AS REQUIRED PP E S69°35'26"W 44.92' CNCRT. WASHOUT RIDGE HEIGHT 489'-0" FINISH FIRST FLOOR 467'-0" I L A R E T A M P O R D I G N G A T S & DUMPSTER E EM EXISTING SF DEMOLISHED NEW/ADDED SF PROPOSED EXEMPTION APPLIED EXEMPTION SF TOTAL SF 810 60 GROUND FLOOR PORCH 210 138 0 MUST FOLLOW ARTICLE 3.3.5 250 1ST FLOOR 2ND FLOOR GARAGE STUDY W/CEILING <15' GARAGE STUDY W/CELINGS >15' BASEMENT ATTIC GARAGE** ATTACHED DETACHED ATTACHED CARPORT** DETACHED ACCESSORY BUILDINGS BALCONY TOTAL SF DRIVEWAY SIDEWALKS UNCOVERED PATIO UNCOVERED DECK/STAIRS RAMP AC PADS TOTAL SF OTHER FLATWORK (POOL COPING, RETAINING WALLS) 0 0 0 0 0 0 0 0 0 0 0 60 60 0 0 0 0 0 0 0 0 0 0 0 0 0 185 1205 185 383 EXISTING SF DEMOLISHED NEW/ADDED SF 875 550 85 0 0 100 1965 300 60 220 100 40 720 _FULL PORCH SF (3.3.3 A) _200 SF (3.3.3 A 2 MUST FOLLOW 3.3.3 B SEE NOTES BELOW MUST FOLLOW 3.3.3 C SEE NOTES BELOW 0 _200 SF (3.3.3 B 1 X 450 SF (3.3.3 A 1 /2A _ 200 SF (3.3.3 B 2A/2B 355 0 _ 200 SF (3.3.3 B 1 _ 450 SF (3.3.3 A 1 /2A _ 200 SF (3.3.3 B 2A/2B 0 355 TOTAL GROSS FLOOR AREA (ADD TOTAL SF COLUMN) (TOTAL GROSS FLOOR AREA / LOT AREA) X 100 LOT AREA 1625 550 85 0 72 0 0 0 0 0 0 0 100 300 120 0 220 100 40 0 2,432 39.62% 6,138 TOTAL SF 780 2052 33.43% TOTAL IMPERVIOUS SITE COVERAGE TOTAL BUILDING COVERAGE TOTAL IMPERVIOUS SITE COVERAGE T9 466 " 9 4 . 8 2 1 E " 4 0 0 3 ° 1 2 N ' T1 T0 467 RIDGE HEIGHT 491'-10" FINISH FIRST FLOOR 469'-0" PROPOSED WATER AND WASTEWATER LINE ROUTES. CONTRACTOR TO NOTIFY OWNER IF FIELD ADJUSTMENTS ARE NECESSARY AFTER EXISTING LINES HAVE BEEN LOCATED. T4 T7 UP RIDGE HEIGHT 486'-0" FINISH FIRST FLOOR 469'-0" " 8 6 . 8 2 1 ' " W 8 3 9 4 ° 0 2 S T3 N69°19'49"W 46.43" LIMITS OF RIGHT-OF-WAY END CONSTRUCTION WITHIN PROPERTY LINE DN CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER AND WASTEWATER UTILITY LINES AT THE PROPERTY LINE T2 W WM WATER METER " 0 - ' 2 1 I G N G A R E V A K C A B T E S CONC SIDEWALK CURB 1 SITE - NEW 1/8" = 1'-0" TRUE NORTH PLAN NORTH SYMBOLS LEGEND PROPERTY LINE CONCRETE UTILITIES LINE SETBACK LINE CRZ LINE SPOT ELEVATION DECKING ROOFING GENERAL NOTES UTILITIES SHOWN AS APPROXIMATE LOCATION; REFER TO SURVEY FOR EXACT LOCATIONS. PATHS SHOWN AS PROPOSED LOCATIONS; FINAL LOCATIONS TO BE CONFIRMED BY UTILITIES AND ENGINEERS. EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I TREES LOCATION/SIZING INFORMATION PROVIDED BY OWNER SURVEY. PER MUNICIPAL ORDINANCE, ALL TREES 4'-6 OR GREATER IN HEIGHT AND 19" OR GREATER IN TRUNK DIAMETER ARE PROTECTED. REFER TO SHEET A0.4 CITY OF AUSTIN ARBOR FOR TREE PROTECTION MEASURES. TREE TRUNKS TO BE PROTECTED BY MINIMUM 2X4 PLANKS @ 6' LENGTHS STRAPPED AROUND TRUNK. WHEN PROTECTIVE FENCING DOES NOT ENCOMPASS 1/2 CRZ; USE ROOT FLARES. ANY TREE REMOVAL OF PROTECTED TREE MUST ACQUIRE A PERMIT PRIOR TO REMOVAL. REFER TO PLAN FOR 1/4 CRZ PROTECTED TREE EXTENTS; NO IMPACTS ARE PERMITTED WITHIN THAT AREA. NO STORAGE OR PLACEMENT OF CONSTRUCTION MATERIAL OR EQUIPMENT IS PERMITTED ON CRZS UNLESS AN EXEMPTION IS OBTAINED. TREE CANOPIES MUST NOT BE DISTURBED BY VERTICAL CONSTRUCTION ACTIVITIES; IN THE CASE THAT PRUNING IS REQUIRED THE SCOPE SHALL NOT EXCEED 25% OF THE CANOPY; A LICENSED PROFESSIONAL ARBORIST MUST OVERSEE THE WORK. AN 8 INCH LAYER OF SHREDDED HARDWOOD MULCH WITHIN ANY UNFENCED PORTION OF THE ENTIRE ROOT ZONE IS REQUIRED FOR ALL PROTECTED TREES WHICH HAVE ANY DISTURBANCE INCLUDING ACCESS PATHWAYS INDICATED WITHIN THEIR CRZ. IF HEAVY EQUIPMENT WILL BE ROLLING OVER THE MULCHED ROOT ZONE, FILTER FABRIC BETWEEN SOIL AND MULCH IS REQUIRED. ON TOP OF THE MULCH, JOB SITE CAN LAY BREATHABLE MATS OR PLYWOOD SHEETS TO CREATE A WORK SURFACE THAT CAN EASILY BE ROLLED OVER. SEE SHEET A0.4 FOR DETAILS ON CRZ CRZ IMPACT NOTES T0 - OAK T1 - PECAN T3 - OAK T4 - PECAN CRZ AREA CRZ AREA CRZ AREA 11" 14" 10" 29" T2 - SYCAMORE 08" CRZ AREA N/A N/A N/A N/A CRZ AREA EXISTING CRZ IMPACT NEW CRZ IMPACT NEIGHBOR IMPACT TOTAL CRZ IMPACT % 2642 SF 326 SF 436 SF 450 SF 45% T6 - TWIN HACBERRY N/A NO ACCESS T7 - ELM 14" CRZ AREA N/A T8 - CONDEMED SEE LETTER FROM ARBORIST T9 - HACBERRY 21" CRZ AREA EXISTING CRZ IMPACT NEW CRZ IMPACT NEIGHBOR IMPACT TOTAL CRZ IMPACT % 1385 SF 0 SF 145 SF 0 SF 10% 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL SITE PLAN A0.3 9/18/2022 3:40:56 PM PP E S69°35'26"W 44.92' T9 6" MULCH PROTECTIVE FENCE 466 6" MULCH PROTECTIVE FENCE T4 T7 " 9 4 . 8 2 1 E " 4 0 0 3 ° 1 2 N ' T1 T0 467 E EM UP " 8 6 . 8 2 1 ' " W 8 3 9 4 ° 0 2 S T3 T2 DN W WM N69°19'49"W 46.43" CONC SIDEWALK CURB 1 SITE - TREE OVERLAY PLAN 1/8" = 1'-0" TRUE NORTH PLAN NORTH SYMBOLS LEGEND PROPERTY LINE UTILITIES LINE SETBACK LINE CRZ LINE SPOT ELEVATION EXISTING FOOTPRINT PROPOSED NEW FOOTPRINT 4"-6" WOOD CHIP MULCH FENCE LINE OUTTER CRITICAL ROOT ZONE 1/2 CRITICAL ROOT ZONE 1/4 CRITICAL ROOT ZONE T1 TREE LEGEND LABEL GENERAL NOTES TREES LOCATION/SIZING INFORMATION PROVIDED BY OWNER SURVEY. PER MUNICIPAL ORDINANCE, ALL TREES 4'-6 OR GREATER IN HEIGHT AND 19" OR GREATER IN TRUNK DIAMETER ARE PROTECTED. REFER TO SHEET A0.4 CITY OF AUSTIN ARBOR FOR TREE PROTECTION MEASURES. TREE TRUNKS TO BE PROTECTED BY MINIMUM 2X4 PLANKS @ 6' LENGTHS STRAPPED AROUND TRUNK. WHEN PROTECCTIVE FENCING DOES NOT ENCOMPACE 1/2 CRZ; USE ROOT FLARES. ANY TREE REMOVAL OF PROTECTED TREE MUST AQUIRE A PERMIT PRIOR TO REMOVAL. REFER TO PLAN FOR 1/4 CRZ PROTECTED TREE EXTENTS; NO IMPACTS ARE PERMITED WITHIN THAT AREA. NO STORAGE OR PLACEMENT OF CONSTRUCTION MATERIAL OR EQUIPMENT IS PERMITED ON CRZS UNLESS AN EXCEMPTION IS OBTAINED. TREE CANOPIES MUST NOT BE DISTURBED BY VERTICAL CONSTRUCTION ACTIVITIES; IN THE CASE THAT PRUNING IS REQUIRED THE SCOPE SHALL NOT EXCEED 25% OF THE CANOPY; A LICENSED PROFESSIONAL ARBORIST MUST OVERSEE THE WORK. AN 8 INCH LAYER OF SHREDDED HARDWOOD MULCH WITHIN ANY UNFENCED PORTION OF THE ENTIRE ROOT ZONE IS REQUIRED FOR ALL PROTECTED TREES WHICH HAVE ANY DISTURBANCE INCLUDING ACCESS PATHWAYS INDICATED WITHIN THEIR CRZ. IF HEAVY EQUIPMENT WILL BE ROLLING OVER THE MULCHED ROOT ZONE, FILTER FABRIC BETWEEN SOIL AND MULCH IS REQUIRED. ON TOP OF THE MULCH, JOB SITE CAN LAY BREATHABLE MATS OR PLYWOOD SHEETS TO CREATE A WORK SURFACE THAT CAN EASILY BE ROLLED OVER. CRZ IMPACT NOTES T1 - SPANISH OAK 08" CRZ AREA T2 - PECAN 33" T3 - BOX ELDER CRZ AREA T4 - PECAN CRZ AREA EXISTING CRZ IMPACT NEW CRZ IMPACT NEIGHBOR IMPACT TOTAL CRZ IMPACT % CRZ AREA EXISTING CRZ IMPACT NEW CRZ IMPACT NEIGHBOR IMPACT TOTAL CRZ IMPACT % CRZ AREA CRZ AREA CRZ AREA N/A 3421 SF 1086 SF 744 SF 840 SF 46% N/A 1385 SF 105 SF 184 SF 115 SF 17% N/A N/A N/A CRZ AREA EXISTING CRZ IMPACT NEW CRZ IMPACT NEIGHBOR IMPACT TOTAL CRZ IMPACT % 4537 SF 105 SF 286 SF 440 SF 16% 17" 21" 17" 09" 10" 38" T5 - PECAN T6 - ELM T7 - BOX ELDER T8 - PECAN EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL SITE PLAN - TREE A0.4 9/18/2022 3:40:56 PM EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL CITY OF AUSTIN - ARBOR A0.5 9/18/2022 3:40:56 PM UP UP 2' - 8" CLEAR 30"X 30" 32" CLEAR ROUTE 1:12 DN HANDRAIL AND STEPS TO CODE CONC SIDEWALK CURB 1 SITE PLAN - VISITABILITY 1/8" = 1'-0" TRUE NORTH PLAN NORTH SYMBOLS LEGEND PROPERTY LINE CONCRETE UTILITIES LINE SETBACK LINE CRZ LINE SPOT ELEVATION DECKING ROOFING MULCH LAYER GENERAL NOTES VISITABLE BATHROOM ROUTE: -A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY MUST BE ACCESSIBLE BY ROUTE WITH A MINIMUM CLEAR OPENING OF 32" BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. VISITABLE DWELLING ENTRANCE: - A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1/2" OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32". THE ENTRANCE MAYBE LOCATED AT THE FRONT, REAR OR SIDE OR IN THE GARAGE OR CARPORT, OF THE DWELLING. VISITABLE BATHROOMS: - A MINIMUM CLEAR OPENING OF 30" IS REQUIRED; - LATERAL 2"x6" OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND - THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF WALL DIRECTLY BEHIND THE LAVATORY. VISITABLE SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS: - LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL; AND -OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. X A M " 4 / 1 " 2 / 1 O T " 4 / 1 CHANGE IN LEVEL 2 1 CHANGE IN LEVEL EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL CITY OF AUSTIN - VISITABILITY A0.6 9/18/2022 3:41:11 PM 4 A4.0 3 A4.0 STANDING SEAM 2" / 1'-0" TPO ROOFING WALKABLE 2" / 1'-0" 4 A4.0 4 A4.0 4 A4.0 I G N F O O R O P T E L B A K L A W 3 A4.0 4 A4.0 STANDING SEAM 2" / 1'-0" TPO ROOFING WALKABLE 2" / 1'-0" 3 A4.0 4 A4.0 4 A4.0 TPO ROOFING WALKABLE 2" / 1'-0" UP 3 A4.0 4 A4.0 STANDING SEAM ROOF EXISTING EXISTING I G N T S I X E G N T S I I X E 1 ROOF HIGH 1/8" = 1'-0" CONC SIDEWALK CURB TRUE NORTH PLAN NORTH DRAWING LEGEND NEW ASPHALT ROOF COMPOSITION-SHINGLE ROOFING, COLOR TBD. 30-YEAR ARCHITECTURAL STANDING SEAM METAL ROOFING, 1-1/2” MINIMUM SEAM, DARK-BRONZE FINISH WATERPROOFING MEMBRANE OR WALKABLE TPO GENERAL NOTES GENERAL CONTRACTOR TO INSPECT EXISTING CONDITIONS OF ROOFING IF ANY ROOFING WILL BE REUSE IN SCOPE. ROOFING REFER TO PLAN HATCH AND NOTES FOR ROOFING TYPES. ROOFS OF COMPOSITION-SHINGLE ROOFS LOWER THAN 4:12 SLOPE TO BE DOUBLE- FELTED PER THE REQUIREMENTS OF IRC SECTION R905. INSTALLATION OF ICE AND WATER MEMBRANE RECOMMENDED FOR PITCH UNDER 4:12. NEW SOFFIT AND FASCIA ON ROOF OVERHANGS. ROOF CAP/VALLEY PER MANUFACTURER INSTALLATION INSTRUCTIONS. DRIP EDGE AT EVE LOCATIONS AS REQUIRED. FLASHING/COPING NEW FLASHING AND WEATHER PROOFING AT NEW ROOF PENETRATIONS. ALL FLASHINGS AND COUNTERFLASHINGS SHALL BE GALVANIZED STEEL UNLESS NOTED OTHERWISE. JOINTS BETWEEN FLASHINGS SHALL BE LAPPED AND SEALED AS REQUIRED. ALL COPINGS ON PARAPETS AND DECK RAILINGS SHALL BE GALVANIZED STEEL, DARK-BRONZE FINISH, UNLESS NOTED OTHERWISE. NO BUTT JOINTS WILL BE ACCEPTED, ALL COPING TO BE CONTINUOUS WITH SEALED LAP JOINTS. ALL UNDERSIDES OF COPINGS AND GUTTER ATTACHMENTS TO WALL FINISH/CLADDING TO BE SEALED WITH SILICONE SEALANT. GUTTERS/SCUPPERS IF PLANS DO NOT REFLECT GUTTERS, ASSUME 6" GUTTERS AT LOW EAVE LOCATIONS FOR ROOFS INCLUDEING HIP, SHED, OR GABLE SHAPES UNLESS NOTED OTHERWISE. ALL GUTTERS SHALL BE FINISHED TO MATCH METAL ROOF OR FASCIA. GUTTERS TO RECEIVE DOWNSPOUTS FINISHED TO MATCH GUTTER OR PAINTED TO MATCH ADJACENT WALL FINISH. LOCATION OF DOWNSPOUTS TO BE NEAR CORNERS AT ENDS OF WALLS AND CENTERED IN MIDDLE OF WALLS UNLESS NOTED OTHERWISE. QUANTITIES TO BE DETERMINED BY SUBCONTRACTOR. ALL PARAPETS WALL TO RECEIVE THROUGH-WALL GALVANIZED-METAL OR TPO- COATED METAL SCUPPERS; SIZE SHALL BE 6” HIGH BY 6” WIDE. SCUPPER LOCATIONS TO BE INDICATED ON ELEVATIONS AND ROOF PLANS. IF PLANS DO NOT REFLECT SCUPPER LOCATIONS QUANTITIES AND LOCATIIONS TO BE DETERMINED BY SUBCONTRACTOR. ALL SCUPPERS TO BE INSTALLED SUCH THAT ROOF AND/OR DECK MATERIAL BEHIND PARAPET SHINGLES ARE ON TOP OF BACK OF SCUPPER. ALL THROUGH-WALL SCUPPERS TO BE SEALED AT ALL JUNCTIONS WITH EXTERIOR WALL. DECK/BALCONIES AT DECKS AND BALCONIES ABOVE CONDITIONED SPACE PROVIDE A WATERPROOFING MEMBRANE OR EQUAL ROOFING MATERIAL. TORCH-DOWN MEMBRANE ASSEMBLIES ARE EXPRESSLY PROHIBITED. ALL STRUCTURE AND FRAMING USED UNDER SYNTHETIC WOOD DECKING TO BE PRESSURE-TREATED. ALL SURFACES THAT ARE MORE THAN 30" ABOVE GROUND INCLUDING ROOF DECKS, BALCONIES, AND UNCOVERED ROOF DECKS SHALL RECEIVE GUARDS 36”- 42" HEIGHT BALUSTRADE OR PARAPET WALL AS REQUIRED. EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL ROOF PLAN A1.0 9/18/2022 3:41:13 PM 2' - 0" " 0 - 2 ' Q E Q E UP " 0 - 2 ' " 0 - 5 ' " 3 - 0 1 ' " 0 1 - 1 ' " 2 - 2 ' 4 /A2.0 2' - 0" A2.0 3 / 1' - 9" 9' - 8" " 0 - 2 ' Q E Q E " 0 1 - 2 ' N E N I L HVAC UP 4' - 9" 6' - 0" 12' - 6" 7' - 6" 1 / 1 . 2 A 1 . 2 A / 2 1 / 1 . 2 A 1 . 2 A / 2 I N O T P M E X E R O F N M I " 8 - 0 2 ' " 0 - 0 1 ' " 2 - ' 8 3 " 6 - ' 2 " 9 - ' 1 1 " 6 - 2 ' " 4 - ' 7 PP E 2 /A2.0 17' - 0" 11' - 6" 11' - 6" GARAGE 3' - 10" UP 4 /A2.0 10' - 3" 1' - 2" 6' - 7" 9' - 3" 29' - 5" A2.0 3 / 1' - 6" 1' - 6" E EM P U 2' - 6" 2' - 6" TOILET " 0 - ' 3 " 0 1 - 6 1 ' FAMILY BATH T E S O L C K R O W L L I M " 7 - ' 6 " 7 - 3 ' UP 3' - 4" MILLWORK CLOSET HALL PRIMARY " 4 - 6 ' " 1 1 - 1 ' LAUNDRY 1' - 7" 102 " 0 - ' 2 4' - 1" 2' - 0" EQ EQ 101 " 9 - 3 ' " 3 - 3 ' " 6 - ' 4 " 2 - ' 3 " 2 - 3 ' " 8 - 7 ' " 0 - ' 4 " 0 - ' 9 " 3 - ' 4 " 2 - ' 3 KITCHEN 1' - 3" 2' - 0" LIVING/DINING 104 0 0 1 HALF 7' - 0" " 0 - 7 ' " 6 - 3 ' 3 0 1 " 6 - 3 ' PANTRY 10' - 2" DN A2.0 1 / W WM CONC SIDEWALK CURB A2.0 1 / 1 FIRST FLOOR PLAN 1/8" = 1'-0" 2 SECOND FLOOR PLAN 1/8" = 1'-0" TRUE NORTH PLAN NORTH DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION CONCRETE GENERAL NOTES ALL INTERIOR PARTITIONS WILL BE WOOD STUDS AT 16" O.C. UNLESS NOTED OTHERWISE, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL EXTERIOR WALL CONSTRUCTION INFORMATION. IT MAY BE NECESSARY FOR THE MILLWORK CONTRACTOR TO SLIGHTLY ALTER A FIXTURE SIZE FOR VARIOUS REASONS. THEREFORE, THE G.C. SHALL VERIFY WITH MILLWORK CONTRACTOR THE ACTUAL SIZE OF ALL WALL SYSTEMS, COMPONENTS, AND FIXTURES BEFORE CONSTRUCTING ANY WALLS. DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD OR CENTERLINE OF COLUMN. ALL ELEVATIONS ARE NOTED FROM FINISH FLOOR ELEVATIONS. ALL GYPSUM BOARD SHALL BE 5/8" TYPE 'X', UNLESS NOTED OTHERWISE. MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING SHALL BE 4" U.N.O. COORDINATE ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK WITH MILLWORK SUPPLIER. THE G.C. SHALL VERIFY DIMENSIONS OF THE EXISTING SPACE AND OF ANY EXISTING CONSTRUCTION TO REMAIN BY ACTUAL MEASUREMENT BEFORE ANY WORK IS PERFORMED. IF ANY MEASUREMENTS DIFFER FROM DIMENSIONS SHOWN ON PLAN, G.C. IS TO NOTIFY THE OWNER IMMEDIATELY. THE G.C. SHALL BE RESPONSIBLE FOR CORRECTING ANY AND ALL DISCREPANCIES FOUND AFTER THE WORK IS PERFORMED, AT NO ADDITIONAL EXPENSE TO THE OWNER. G.C. TO VERIFY ALL FINISHED DIMENSIONS. FIELD CONDITIONS ALTERING ANY DIMENSIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT. THE G.C. SHALL COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO AVOID INTERFERENCES. CHANGES REQUIRED IN WORK CAUSED BY NEGLECT SHALL BE MADE AT NO COST TO THE OWNER. THIS SHALL INCLUDE WORK PERFORMED BY ANY OF THE OWNER'S SUB-CONTRACTOR AS WELL AS THOSE UNDER CONTRACT TO THE G.C. ALL STUDS TO EXTEND TO UNDERSIDE OF TRUSS, UNLESS NOTED OTHERWISE. STUD SPACING SHALL BE 16" O.C., UNLESS OTHERWISE NOTED. SEE ENGINEER DRAWINGS FOR FLOOR FRAMING, FOUNDATION AND SLAB INFORMATION. REFER TO ENGINEER DRAWINGS FOR EXTENT OF SHEAR WALL SHEATHING; BRACING AND BEAM INFORMATION. ACOUSTIC BATT-TYPE INSULATION SHALL BE INSTALLED IN PARTITION WALLS SEPARATING BATHROOMS, MECHANICAL ROOMS, LAUNDRY ROOMS AND STUDIOS. EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I PARITION LEGEND A1 B1 C1 D1 EXTERIOR CEMENT - BOARD SIDING 5/8" CDX PLYWOOD WITH BARRIER 2X6 WD STUDS @ 16" O.C. INSULLATION* 5/8" SHEETROCK/GREENBOARD* *according to location EXTERIOR CEMENT - BOARD SIDING 5/8" CDX PLYWOOD WITH BARRIER 2X6 WD STUDS @ 16" O.C. INSULLATION* 5/8" SHEETROCK/GREENBOARD* *according to location 5/8" SHEETROCK/GREENBOARD* 2X6 WD STUDS @ 16" O.C. INSULLATION* 5/8" SHEETROCK/GREENBOARD* *according to location 5/8" SHEETROCK/GREENBOARD* 2X4 WD STUDS @ 16" O.C. INSULLATION* 5/8" SHEETROCK/GREENBOARD* *according to location NOTE: UNLESS NOTED OTHERWISE INSTALL ALL CERAMIC TILE OVER MANUFACTURERS RECOMMENDED SUBSTRATE WITH LATEX PORTLAND CEMENT (THIN-SET) MORTAR ON CRACK SUPPRESSANT MEMBRANE. EXTEND TILE UNDER FIXTURES AND TIGHTLY FIT TILE TO WALL OUTLETS/OPENINGS/FLOOR DRAINS WITH ACCURACY CONSISTENT ACROSS JOINTS. PROTECT DURING CONSTRUCTION FROM BLEMISHES AND STAINS. FOR LARGE SCALE, PROPER BONDING REQUIRED MINIMUM BED MORTAR AND BACK BUTTERING TILE TO ENDURE PROPER COVERAGE. REFER TO MANUFACTURER INSTRUCTION AND SUBSTRATE PREPARATION AND TROWEL SECTION. FLOORING MUST BE LEVELED AND THERE MUST BE 99% CONTACT 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL CONSTRUCTION FLOOR PLAN A1.2 9/18/2022 3:41:31 PM WP W P WP 8' - 0" VAULTED 8' - 0" 9' - 0" 9' - 0" " 0 4 WPWP 40" 8' - 0" W P 8' - 0" " 0 6 V T WP 9' - 0" 8' - 0" L W G OPEN TO ABOVE WP GWL 9' - 0" " 0 4 " 0 4 G " 0 4 " 0 4 " 0 4 " 0 4 " 0 4 VAULTED V T 6 0 " 40" 8' - 0" 8' - 0" 8' - 0" WP 40" 40" WP W P W P VAULTED VAULTED TV 60" WP WP " 0 6 V T VAULTED LEGEND RECESSED CAN FIXTURE RECESSED CAN DIRECTIONAL FIXTURE SURFACE MOUNTED FIXTURE CEILING MOUNTED RECTANGULAR LIGHT PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE STEP LIGHT FIXTURE FLOOD LIGHT FIXTURE U/C H UNDER CABINET LIGHTING EXHAUST FAN "H" INDICATES HEATING ELEMENT CEILING FAN SMOKE DETECTOR - INSTALL PER CODE D 3 4 SWITCH - SINGLE POLE SWITCH - DIMMER SWITCH - 3 WAY SWITCH - 4 WAY NOT ALL ITEMS ARE USED. SEE SPECIFICATIONS TOP HALF SWITCHED 120V DUPLEX OUTLET WHERE SHOWN NUMBER INDICATES HEIGHT 120V DUPLEX OUTLET - GROUND FAULT INTERRUPTER 120V DUPLEX OUTLET - WEATHER PROOF 120V QUAD OUTLET 120V OUTLET RECESSED IN FLOOR W/ METAL COVER PLATE. (FINISH TBD) 220V OUTLET, VERIFY PLUG TYPE TELEPHONE/DATA JACK 30" GFI WP TV T A C DB CABLE TV JACK THERMOSTAT ALARM DOOR BELL CHIME DOOR BELL GAS VALVE HOSE BIB G HB GENERAL NOTES CITY OF DALLAS GREEN ORDINANCE PH2 PROJECT TO COMPLY WITH THE INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY THE CITY OF DALLAS HVAC SYSTEM TO BE INSTALLED IN ATTIC SPACE AIR FILTERS MUST BE MERV OR GREATER AIR HANDLERS MUST BE SIZED TO MAINTAIN PRESSURE AND AIR FLOW AIR FILTER HOUSING TO BE AIR TIGHT ALL CEILING HEIGHTS TO BE TO BOTTOM OF STRUCTURE U.N.O. ALL CEILINGS TO BE PAINTED GYPSUM BOARD U.N.O. DIMENSIONS ARE TO CENTER OF FIXTURES MAINTAIN ONE (1) STUD BETWEEN OUTLETS IN PARTITIONS BETWEEN ROOMS ELECTRICAL WORK TO BE INSTALLED PER CURRENT APPLICABLE CODE, WITH LOCAL AMENDMENTS. PROVIDE ARC FAULT CIRCUITS FOR OUTLETS IN BEDROOMS. MAINTAIN ONE (1) STUD BETWEEN OUTLETS IN PARTITIONS BETWEEN ROOMS ALL OUTLETS AT 18” A.F.F. (BOTTOM OF BOX) & ALL SWITCHES AT 38” (EXCEPT AT COUNTERTOPS) OR NOTED OTHERWISE. THE CENTERLINE OF ALL OUTLETS, SWITCHES, THERMOSTATS AND STROBES SHALL START AT 8" FROM THE NEAREST OUTSIDE OR INSIDE CORNER OR DRYWALL, EDGE OF DOORFRAME OR EDGE OF OPEN DOOR, UNLESS NOTES OTHERWISE.DEVICES OCCURRING ADJACENT TO EACH OTHER SHALL ALIGN VERTICALLY. PROVIDE IN WALL BLOCKING AT ALL WALL MOUNTED MONITOR LOCATIONS. VERIFY REQUIRED VOLTAGE OF APPLIANCE OUTLETS. PROVIDE WP (WATERPROOF) & GFI (GROUND FAULT INTERRUPTOR) OUTLETS AS SHOWN AND PER CODE. PROVIDE SMOKE DETECTORS AS SHOWN AND PER CODE. SMOKE DETECTORS TO BE HARDWIRED TO POWER AND INTERLOCKED. VERIFY EXISTING CEILING HEIGHTS TO BE MATCHED CAN LIGHTS TO BE LED MATCH THE REST OF THE HOUSE. CONTRACTOR TO SCHEDULE A “BLUE BOX REVIEW” WITH OWNER, ARCHITECT AND INTERIOR DESIGNER. FOR THIS REVIEW, ALL JUNCTION BOXES (FOR OUTLETS SWITCHES AND LIGHTING) AND CAN LIGHT HOUSINGS TO BE SET, WITH NO WIRE PULLED. DECORATIVE FIXTURE LOCATIONS TO BE VERIFIED DURING THIS REVIEW. ALL LIGHTING TO BE ON DIMMERS, EXCEPT IN UTILITY SPACES (CRAWL SPACE, ATTIC, GARAGE) SWITCHES AND DIMMERS TO BE LUTRON “DIVA”. COLORS TO BE SELECTED. DIMMERS TO BE MATCHED TO FIXTURE AND LOAD. VISIBLE OUTLETS TO BE LUTRON “CLARO”, COLORS TO BE SELECTED. SET DIRECTIONAL CAN LIGHTS 3’-0” OFF OF “TARGET” WALL, U.N.O. EXHAUST FANS TO BE ON A TIMER, U.N.O. ELECTRICAL CONTRACTOR TO SET COMMUNICATION JUNCTION BOXES WITH CONDUIT, PER PLANS. COMMUNICATION WIRING AND AUDIO VISUAL WIRING AND DEVICES TO BE BY OWNER, CONTRACTOR TO COORDINATE POWER REQUIREMENTS AND SCHEDULING OF LOW VOLTAGE WIRING. PROVIDE GAS SUPPLY LINE(S) WITH SHUT OFF VALVES PER CODE FOR WATER HEATER(S), FURNACES, AND GAS APPLIANCES. EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL REFLECTED CEILING PLAN A1.3 9/18/2022 3:41:34 PM 1 FIRST FLOOR CEILING PLAN 1/8" = 1'-0" 2 SECOND LEVEL 1/8" = 1'-0" TRUE NORTH PLAN NORTH E P O L E XIS TIN G S L O P E G S T I N X I S E NEW SCONCE AS SPECIFIED PORCH COPING AS REQUIRED. REFER TO DETAILS. " 0 - 2 ' I N O S N E T X E I N O T P M E X E ROOF HIGH 491' - 0" PLT HT 488' - 0" SCUPPER AS REQUIRED REFER TO DETAILS NEW LIGHTING AS SPECIFIED NEW CLADDING AS SPECIFIED NEW METAL "EYEBROW" AROUND WINDOWS SECOND LEVEL 480' - 0" GRG STDY 478' - 0" 5° 4 " 0 - 5 1 ' NEW SKIRTING AS SPECIFIED FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" COPING AS REQUIRED. REFER TO DETAILS. SCUPPER AS REQUIRED REFER TO DETAILS NEW CLADDING AS SPECIFIED NEW LIGHTING AS SPECIFIED NEW SKIRTING AS SPECIFIED 1 STREET ELEVATION 1/4" = 1'-0" 4 NORTH ELEVATION PLAN 1/4" = 1'-0" NEW ROOF AS SPECIFIED. FLASHING AND COUNTERFLASHING AS REQ. NEW ROOF AS SPECIFIED. FLASHING AND COUNTERFLASHING AS REQ. FLASHING AS REQUIRED AT MATERIAL TRANSITION. REFER TO DETAILS NEW GARAGE DOOR AS SCHEDULED. NEW CONCRETE DRIVE SLOPES UP TO STRUCTURE. ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" 5° 4 " 0 - 5 1 ' COPING AS REQUIRED. REFER TO DETAILS. NEW ROOF AS SPECIFIED. FLASHING AND COUNTERFLASHING AS REQ. NEW SIDING AS SPECIFIED FLASHING AS REQUIRED AT MATERIAL TRANSITION. REFER TO DETAILS NEW SIDING AS SPECIFIED NEW FOUNDATION AS SPECIFIED. BY STRUCTURAL ENGINEER 2 ALLEY ELEVATION 1/4" = 1'-0" 3 GARAGE SOUTH 1/4" = 1'-0" NEW ROOFING AS SPECIFIED NEW SIDING AS SPECIFIED NEW SKIRTING AS SPECIFIED COPING AS REQUIRED. REFER TO DETAILS. SCUPPER AS REQUIRED REFER TO DETAILS NEW SIDING AS SPECIFIED NEW SIDING AS SPECIFIED NEW FOUNDATION AS SPECIFIED. BY STRUCTURAL ENGINEER 5° 4 " 0 - 5 1 ' NEW CLADDING AS SPECIFIED ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" SCUPPER AS REQUIRED REFER TO DETAILS ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" 5° 4 " 0 - 5 1 ' EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL EXTERIOR ELEVATIONS A2.0 9/18/2022 3:41:35 PM 18' - 1" 40' - 0" 17' - 6" 2 A3.0 40' - 0" 1 A3.0 4 A3.0 3 A3.0 COPING AS REQUIRED. REFER TO DETAILS. 3 A4.0 SCUPPER AS REQUIRED REFER TO DETAILS EXISTIN G SL O PE NEW LIGHTING AS SPECIFIED NEW CLADDING AS SPECIFIED SCUPPER AS REQUIRED REFER TO DETAILS 3 A4.0 3 A4.0 NEW SIDING AS SPECIFIED NEW LIGHTING AS SPECIFIED NEW SKIRTING AS SPECIFIED NEW CLADDING AS SPECIFIED FLASHING AS REQUIRED AT MATERIAL TRANSITION. REFER TO DETAILS NEW CLADDING AS SPECIFIED SCUPPER AS REQUIRED REFER TO DETAILS 3 A4.0 NEW CLADDING AS SPECIFIED FLASHING AS REQUIRED AT MATERIAL TRANSITION. REFER TO DETAILS NEW CLADDING AS SPECIFIED 1 EAST ELEVATION 1/4" = 1'-0" 447'-0" 446'-0" 17' - 6" 40' - 0" 18' - 1" 4 A3.0 1 A3.0 2 A3.0 40' - 0" COPING AS REQUIRED. REFER TO DETAILS. NEW ROOF AS SPECIFIED. FLASHING AND COUNTERFLASHING AS REQ. NEW CLADDING AS SPECIFIED NEW CLADDING AS SPECIFIED FLASHING AS REQUIRED AT MATERIAL TRANSITION. REFER TO DETAILS NEW CLADDING AS SPECIFIED NEW LIGHTING AS SPECIFIED 3 A3.0 EXISTIN G SL O PE NEW ROOFING AS SPECIFIED NEW SIDING AS SPECIFIED NEW CONCRETE PORCH AND STEPS 4 5 ° 2 WEST ELEVATION 1/4" = 1'-0" 5° 4 " 0 - 5 1 ' ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I ROOF HIGH 491' - 0" PLT HT 488' - 0" NEW ROOFING AS SPECIFIED SECOND LEVEL 480' - 0" GRG STDY 478' - 0" NEW SIDING AS SPECIFIED FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL EXTERIOR ELEVATIONS A2.1 9/18/2022 3:41:36 PM 1 SECTION 1 BEDROOMS 1/4" = 1'-0" 2 SECTION 2 STAIR 1/4" = 1'-0" DUCTWORK ROUTE OVER HALLWAY RAILING AS SPECIFIED " 0 - 3 ' " 0 - 8 ' " 0 - 2 ' " 0 - 9 ' ROOF HIGH 491' - 0" PLT HT 488' - 0" STRUCTURAL FRAMING BY ENGINEER. SECOND LEVEL 480' - 0" GRG STDY 478' - 0" STRUCTURAL FRAMING BY ENGINEER. FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" STRUCTURAL FRAMING BY ENGINEER. STRUCTURAL FRAMING BY ENGINEER. STRUCTURAL FRAMING BY ENGINEER. STRUCTURAL FRAMING BY ENGINEER. STRUCTURAL FOUNDATION BY ENGINEER. 3 SECTION 3 LIVING KITCHEN 1/4" = 1'-0" 4 SECTION 4 GARAGE 1/4" = 1'-0" STRUCTURAL FRAMING BY ENGINEER. ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" STRUCTURAL FRAMING BY ENGINEER. ROOF HIGH 491' - 0" PLT HT 488' - 0" SECOND LEVEL 480' - 0" GRG STDY 478' - 0" FFL 469' - 0" AAG 467' - 0" LP01 466' - 0" EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL SECTIONS A3.0 9/18/2022 3:41:37 PM REFER TO ELEVATION. CONDITION IS PER PROJECT REFER TO ELEVATION. CONDITION IS PER PROJECT ROOF UNDERLAYMENT/ ICE AND WATER SHIELD ROOF DECKING; REFER TO STRUCTURAL ROOFING AS SCHEDULED; REFER TO ELEVATIONS ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL WOOD BLOCKING BETWEEN RAFTERS WOOD TRIM/BLOCKING METAL FLASHING W/DRIP EDGE GUTTER WHERE IT OCCURS PAINTED GYPSUM BOARD SHEATHING AS SCHEDULED EXTERIOR CLADDING AS SCHEDULED NOTE: FOR VERTICAL DIRECTION SIDING, INCLUDE CORAVENT RAINSCREEN PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED WEATHER BARRIER AS SCHEDULED TRIM AS SCHEDULED FRAMING STUD AND PLATE FLOOR DECKING; REFER TO STRUCTURAL. FLOORING AS SCHEDULED BLOCKING IN-WALL INSULATION AS SCHEDULED FLOOR JOIST/TRUSS; REFER TO STRUCTURAL SHEATHING AS SCHEDULED FRAMING STUD AND PLATE PAINTED GYPSUM BOARD EXTERIOR CLADDING AS SCHEDULED NOTE: FOR VERTICAL DIRECTION SIDING, INCLUDE CORAVENT RAINSCREEN TRIM AS SCHEDULED FRAMING STUD AND PLATE FLOOR DECKING; REFER TO STRUCTURAL. FLOORING AS SCHEDULED BLOCKING IN-WALL INSULATION AS SCHEDULED FLOOR JOIST/TRUSS; REFER TO STRUCTURAL BOLT AND PLATE WASHER; REFER TO STRUCTURAL FRAMING STUD AND PLATE SILL SEAL AS SCHEDULED STRUCTURAL PIER AS SCHEDULED; REFER TO STRUCTURAL ROOF UNDERLAYMENT/ ICE AND WATER SHIELD ROOF DECKING; REFER TO STRUCTURAL ROOFING AS SCHEDULED; REFER TO ELEVATIONS ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL WOOD BLOCKING BETWEEN RAFTERS WOOD TRIM/BLOCKING METAL FLASHING W/DRIP EDGE GUTTER WHERE IT OCCURS PAINTED GYPSUM BOARD SHEATHING AS SCHEDULED EXTERIOR CLADDING AS SCHEDULED NOTE: FOR VERTICAL DIRECTION SIDING, INCLUDE CORAVENT RAINSCREEN PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED WEATHER BARRIER AS SCHEDULED TRIM AS SCHEDULED FRAMING STUD AND PLATE FLOOR DECKING; REFER TO STRUCTURAL. FLOORING AS SCHEDULED BLOCKING IN-WALL INSULATION AS SCHEDULED FLOOR JOIST/TRUSS; REFER TO STRUCTURAL SHEATHING AS SCHEDULED FRAMING STUD AND PLATE PAINTED GYPSUM BOARD EXTERIOR CLADDING AS SCHEDULED NOTE: FOR VERTICAL DIRECTION SIDING, INCLUDE CORAVENT RAINSCREEN TRIM AS SCHEDULED FRAMING STUD AND PLATE FLOOR DECKING; REFER TO STRUCTURAL. FLOORING AS SCHEDULED BLOCKING IN-WALL INSULATION AS SCHEDULED FLOOR JOIST/TRUSS; REFER TO STRUCTURAL BOLT AND PLATE WASHER; REFER TO STRUCTURAL FRAMING STUD AND PLATE SILL SEAL AS SCHEDULED WALKABLE TPO ROOFING TO RUN OVER TOP/SIDE OF PARAPET SILICONE SEALANT TOOLED FOR DRAINAGE WEATHER BARRIER AS SCHEDULED OSB SUBSTRATE METAL THROUGH SCUPPER ENCLOSURE; GALVANIZED, FINISH PER ELEVATIONS 60 MIL WALKABLE TPO ROOFING OVERLAP WITH DRIP EDGE METAL COPING; GALVANIZED, FINISH PER ELEVATIONS OSB SUBSTRATE WEATHER BARRIER AS SCHEDULED SILICONE SEALANT TOOLED FOR DRAINAGE EXTERIOR CLADDING AS SCHEDULED FRAMING AS SCHEDULED ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL WALKABLE TPO ROOFING TO RUN OVER TOP/SIDE OF PARAPET SILICONE SEALANT TOOLED FOR DRAINAGE WEATHER BARRIER AS SCHEDULED OSB SUBSTRATE 60 MIL WALKABLE TPO ROOFING OVERLAP NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION MANUAL FOR WATERPROOFING INFORMATION NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION MANUAL FOR WATERPROOFING INFORMATION 3 PARAPET - SCUPPER DETAIL 1 1/2" = 1'-0" 4 PARAPET DETAIL 1 1/2" = 1'-0" M U M N M I I " 2 4 " 4 - 0 ' X A M 60 MIL WALKABLE TPO ROOFING OVERLAP WITH DRIP EDGE GALVANIZED METAL RAILING POST AND HORIZONTAL BARS, REFER TO ELEVATIONS METAL DRIP EDGE; GALVANIZED, FINISH PER ELEVATIONS SILICONE SEALANT TOOLED FOR DRAINAGE EXTERIOR CLADDING AS SCHEDULED ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL METAL COPING; GALVANIZED, FINISH PER ELEVATIONS OSB SUBSTRATE WEATHER BARRIER AS SCHEDULED SILICONE SEALANT TOOLED FOR DRAINAGE EXTERIOR CLADDING AS SCHEDULED FRAMING AS SCHEDULED METAL THROUGH SCUPPER ENCLOSURE; GALVANIZED, FINISH PER ELEVATIONS METAL DRIP EDGE; GALVANIZED, FINISH PER ELEVATIONS SILICONE SEALANT TOOLED FOR DRAINAGE EXTERIOR CLADDING AS SCHEDULED ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL SHEATHING AS SCHEDULED WEATHER BARRIER AS SCHEDULED EXTERIOR CLADDING AS SCHEDULED INSULATION AS SCHEDULED FRAMING AS SCHEDULED GALVANIZED METAL FLASHING AND COUNTERFLASHING WALKABLE TPO ROOFING TO RUN UP WALL UNDERNEATH FLASHING AND COUNTERFLASHING; @WALKABLE ROOF AND BALCONY 60 MIL ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL ROOF UNDERLAYMENT/ ICE AND WATER SHIELD ROOF DECKING; REFER TO STRUCTURAL METAL ROOFING AS SCHEDULED; REFER TO ELEVATIONS ROOF FRAMING AS SCHEDULED; REFER TO STRUCTURAL METAL FLASHING W/DRIP EDGE GUTTER WHERE IT OCCURS WOOD BLOCKING BETWEEN RAFTERS PAINTED GYPSUM BOARD SHEATHING AS SCHEDULED EXTERIOR CLADDING AS SCHEDULED EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. DATE ISSUED FOR 10/17/2021 PERMIT SET COPYRIGHT © 2020 PROJECT #: 62CMAL TYPICAL DETAILS A4.0 9/18/2022 3:41:38 PM PAINTED GYPSUM BOARD PAINTED GYPSUM BOARD NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION MANUAL FOR WATERPROOFING INFORMATION NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION MANUAL FOR WATERPROOFING INFORMATION 5 ROOF WALL JUNCTION DETAIL 1 1/2" = 1'-0" 6 BALCONY EDGE 1 1/2" = 1'-0" NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS. REFER TO ELEVATIONS FOR SPECIFIED CLADDING AND ROOF SLOPE NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS. REFER TO ELEVATIONS FOR SPECIFIED CLADDING AND ROOF SLOPE 1 WD FRAMING PLATFORM - STUCCO/ SIDING 1 1/2" = 1'-0" 2 WD FRAMING BALLON - STUCCO/ SIDING 1 1/2" = 1'-0" 7 METAL ROOFING AND SIDING EAVE 1 1/2" = 1'-0" INTERIOR EXTERIOR PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED CEMENT BOARD AS SCHEDULED WEATHER BARRIER AS SCHEDULED FRAMING AS SCHEDULED INTERIOR EXTERIOR FRAMING AS SCHEDULED PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED VERTICAL SIDING BOARD AS SCHEDULED WEATHER BARRIER AS SCHEDULED CORAVENT RAINSCREEN INTERIOR EXTERIOR PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED METAL LATH WEATHER BARRIER AS SCHEDULED FRAMING AS SCHEDULED STUCCO - 3 COAT INTERIOR EXTERIOR FRAMING AS SCHEDULED PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED METAL SIDING AS SCHEDULED WEATHER BARRIER AS SCHEDULED CORAVENT RAINSCREEN INTERIOR EXTERIOR NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS AND STRUCTURAL DRAWINGS NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS AND STRUCTURAL DRAWINGS NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS AND STRUCTURAL DRAWINGS NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS AND STRUCTURAL DRAWINGS NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS AND STRUCTURAL DRAWINGS 1 CEMENT BOARD CLADDING 1HR 1 1/2" = 1'-0" 2 CEMENT BOARD CLADDING 1 1/2" = 1'-0" 3 VERTICAL WOOD CLADDING 1 1/2" = 1'-0" 4 STUCCO CLADDING 1 1/2" = 1'-0" 5 METAL CLADDING 1 1/2" = 1'-0" NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES 6 2HR FIRE RATING - 59STC 1 1/2" = 1'-0" 7 2HR FIRE RATING - 66STC 1 1/2" = 1'-0" 8 2HR FIRE RATING - 38STC 1 1/2" = 1'-0" 9 EXTERIOR WALL INTERSECTION 1 1/2" = 1'-0" 10 WALL TO SLAB 1 1/2" = 1'-0" PARAPET CAP FLASING AS SCHEDULED I N M E D O C R E P PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED FRAMING AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 2" H STUD 24" O.C. MIN. 2" H STUD SPACE FOR ACOUSTICAL SEALANT SUBFLOOR FLOOR JOISTS FIRE BLOCKING BY CODE FRAMING AS SCHEDULED BREAKWAWAY CLIP PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 6" WIDE X1/2" FIBERGUARD PANELS (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 2" H STUD 24" O.C. MIN. 6" WIDE X1/2" FIBERGUARD PANELS TRUSS AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 2" H STUD 24" O.C. MIN. PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED FRAMING AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 2" H STUD 24" O.C. MIN. C METAL TRACK BREAKWAWAY CLIP SUBFLOOR FLOOR JOISTS FIRE BLOCKING BY CODE FRAMING AS SCHEDULED PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES 11 ROOF-CEILING 1 1/2" = 1'-0" 12 FLOOR INTERSECTION 1 1/2" = 1'-0" 13 ATTIC-ADJACENT TO TRUSSES 1 1/2" = 1'-0" 14 TYPICAL ROOF OFFSET 1 1/2" = 1'-0" *ONLY APPLIES IF SOLID WALL IS ACCESSIBLE. IF NOT ACCESSIBLE, THE STRIPS ARE NOTE REQUIRED. 3/4" AIR SPACE MIN. FLOOR JOISTS FRAMING AS SCHEDULED PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED CEMENT BOARD AS SCHEDULED WEATHER BARRIER AS SCHEDULED 5/8" TYPE X GYP BOARD FINISH AS SCHEDULED IN-WALL INSULATION AS SCHEDULED FRAMING AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. 2" H STUD 24" O.C. MIN. ROOFING AS SCHEDULED FRAMING AS SCHEDULED BREAKWAWAY CLIP PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. EXTERIOR CLADDING AS SCHEDULED SOFFIT CLOSURE. PROVIDE FRP IF REQUIRED BY LOCAL CODE 1/2" MIN. DRIP EDGE; WHERE REQUIRED PROVIDE INSECT SCREEN AND METAL FLASHING SLOPED DOWN AWAY FROM WALL PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED SUBFLOOR INSULATION WITH GAP FOR EXPANDING FOAM AT PERIMETER INSULATION AS SCHEDULED RIGID INSULATION AS SCHEDULED; CONTINUOUS SEALANT AT TRANSITIONS SEALANT AT LOCATIONS WHERE WALL INTERSECTS 16 CANTILEVEL ASSEMBLY 1 1/2" = 1'-0" EXP: 07/31/2022 E C N E P S 0 2 0 1 2 0 7 8 7 X T N T S U A I C METAL TRACK SPACE FOR ACOUSTICAL SEALANT AS REQ. CAULKING SMOKE TIGHT JOINT ROOF TRUSS INTERSECTION AT ROOF 10/17/2021 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. INTERMEDIATE ROOF DATE ISSUED FOR 10/17/2021 PERMIT SET EXTERIOR CLADDING AS SCHEDULED C METAL TRACK IN SEALANT TO CREATE SMOKE TIGHT JOINT PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED (2) 1" LAYERS SHAFTLINER 3/4" AIR SPACE MIN. FRAMING AS SCHEDULED ROOFING AS SCHEDULED CLADDING AS SCHEDULED ROOFING AS SCHEDULED (2) 1" LAYERS SHAFTLINER ROOFING AS SCHEDULED 1 LAYER FIBERGUARD PANEL 2"X2" LEDGER STRIPS BACK-TO-BACK C TRACK BREAKWAWAY CLIP SEALANT SUBFLOOR FIRE BLOCKING BY CODE FRAMING AS SCHEDULED PAINTED GYPSUM BOARD IN-WALL INSULATION AS SCHEDULED SEALANT SUBFLOOR FLOOR JOISTS C METAL TRACK; SEALANT AS REQUIRED COPYRIGHT © 2020 PROJECT #: 62CMAL FOUNDATION NOTE: THIS DETAIL IS A STANDARD DETAIL TO PROVIDE DESIGN INTENT FOR FIRE RATED AND UL U373 ASSEMBLIES 15 FULL SEPARATION WALL 1 1/2" = 1'-0" DETAILS A4.1 9/18/2022 3:41:39 PM