06.2 - 200 The Circle - Updated Drawings — original pdf

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NELSON RESIDENCE a u s t i n, t e x a s S S E R G N O H C T U O S GIBSON ST E THE CIRCLE P A R K L N L E C E C I R H T D R A K E A V E T H E C I R C L E T N S O S R E K NIC PROJECT LOCATION 200 THE CIRCLE AUSTIN, TEXAS. 78704 VICINITY MAP SCHEDULE OF DRAWINGS MAIN HOUSE COVER SHEET SURVEY SITE PLAN TREE & TOPO PLAN TREE CRZ IMPACT DIAGRAM FOUNDATION PLAN HISTORIC DIAGRAMS COMPLIANCE DIAGRAMS GARAGE DEMO PLAN GARAGE DEMO ROOF PLAN MAIN FLOOR DIMENSION PLAN NOTES PLAN ROOF PLAN REFLECTED CEILING PLANS EXTERIOR ELEVATIONS DOOR & WINDOW SCHEDULES STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN LATERAL BRACING PLAN FOUNDATION DETAILS FRAMING DETAILS LATERAL BRACING DETAILS A0 A0.1 A0.2 A0.3 A0.4 A0.5 A0.7 A0.8 A2.0 A2.1 A2.2 A2.3 A2.4 A3.1 A5.1 A11.1 S0.0 S1.0 S2.0 S2.1 S3.0 S4.0 S4.1 OWNER JONATHAN & SUZANNE NELSON 200 THE CIRCLE AUSTIN, TX 78704 ARCHITECT JAMES D. LARUE, AIA LARUE ARCHITECTS 500 N CAPITAL OF TX HWY BLDG 8, STE 110 AUSTIN, TX 78746 512.347.1688 BUILDER SLADE HERBERT HERBERT CUSTOM HOMES 9901 BRODIE LANE, SUITE 160 PMB 1011 AUSTIN, TX 78748 SURVEYOR SURVEY WORKS 1207 UPLAND DR AUSTIN, TX 78741 512.599.8067 STRUCTURAL ENGINEEER MAX SHOREY STATIX ENGINEERING 5900 BALCONES DR #8395 AUSTIN, TX 78731 512.222.9849 GEOTECHNICAL ENGINEEER HOLT ENGINEERING 2220 BARTON SKYWAY AUSTIN, TX 78704 512.447.8166 INTERIOR DESIGNER TBD TBD LANDSCAPE ARCHITECT 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 COVER SHEET A0 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 SURVEY A0.1 R 12' - 6" 1/2 CRZ 6200 1' - 0" CANTILEVER F U L R 2 5' - 0 " L C R Z POOL EQUIPMENT NEW FENCE CONC PATIO TO GRADE PLATE STEEL OVERHANG ABOVE EXISTING FENCE C A N 1 T ' - I L 0 E " V E R A/C NEW 5 I ' S D E Y A R D S E T B A C K ( 2 ' & 5 " F R O M B U L D N G I I ) " 0 - ' 2 R E V E L T N A C I " 0 - ' 2 " 0 - ' 2 " 0 - ' 7 " 0 - ' 6 1 " 6 - ' 8 540' 539' B A L S D E R E V E L I T N A C DN K R O W T A L F E N O T S R 32' - 0" F U LL C R Z 541' - 6" TOW 541' - 6" TOW 6201 R 16' - 0" 1/2 CRZ " 0 1 - ' 6 2 " 0 - ' 9 6 EXISTING NON-CONFORMING STR. REF DIAGRAM EXHIBIT EXISTING FENCE HIGHLIGHTED EXISTING WALLS TO REMAIN EXISTING A/C EXISTING A/C NEW FENCE 541' BLDG PARALLEL TO THE LOT LINE P R O P E R T Y L I N E C A N T I L E V E R E D S L A B F R O M B U I L D I N G ) ( 8 " R E A R S E T B A C K O V E R H A N G A B O V E 1 0 ' CANTILEVERED FRAMING " 0 - ' 1 R E V E L T N A C I BUILDING ADDITION BUILDING ADDITION 542' 11" FFE 542' 11" FFE / " 2 1 5 - ' 5 K C E D D O O W R E V E L T N A C I / " 2 1 5 - ' 5 B A L S R E V E L T N A C I 541' PIER AND BEAM FOUNDATION RAISED SLAB FOUNDATION SLAB ON GRADE FOUNDATION EXISTING ENCLOSED GARAGE NEW ADDITION OVERHANG ABOVE EXISTING DRIVEWAY (NO CHANGE) 540' E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 E N I L T U O E G A R A G G N T S I X E I I N O T D D A I I Y A W E V R D G N T S I X E F O E N I L I I E V O B A G N N W A L E E T S E T A L P ELEVATED OPEN WOOD DECK CANTILEVERED SLAB R 33' - 6" FULL CRZ OVERHANG ABOVE 2' - 0" CANTILEVER 3666 R 16' - 9" 1/2 CRZ R 2 9 ' - 0 " F U L L C R Z E N I L Y T R E P O R P LOW STONE SITE WALL STRUCTURAL COLUMN. RE: ENG R 8 ' - 1 / 4 C 4 1 / 2 Z " R 3664 EXISTING ROOF OVERHANG COVERED BREEZE WAY R 14' - 6" 1/2 CRZ EXISTING FENCE EXISTING LANDSCAPE STONE RETAINING WALL (RAISED PLANTER) EXISTING ELECTRIC VEHICLE CHARGER " 3 ' - 0 L C R Z R 4 F U L EXISTING MASONRY SITE WALL E E N I L Y T R E P O R P 539' R 21' - 6" 1/2 CRZ K C A B T E S D R A Y E D I S ' 5 538' 537' 536' 535' 536' 535' 534' 533' 533' 3669 G N A H R E V O F O O R G N T S I X E I G E E GAS METER ELECTRIC METER DN LP O V E R H E A D U T I L I T Y L I N E E EXISTING DRIVEWAY TO REMAIN ELECTRIC JUNCTION BOX FOR GATE UTILITY LINE TO POLE ACROSS THE STREET EXISTING MASONRY SITE WALL EXISTING ROOF OVERHANG R 17' - 0" 1/2 CRZ 3659 540' CO WASTE WATER CLEANOUT POOL PATIO 13'x11' @ 539'-1" " 0 - ' 3 1 540' - 5" TOW NEW POOL 69'x14' 539' - 1" (POOL DESIGN BY OTHERS) EXISTING HOUSE 542.23' FFE (NO CHANGE) DN R 1 6' - 6 " 1/2 C Z R G N A H R E V O F O O R G N T S I X E I 3658 539' DN EXISTING PATIO R 33' - 0" FULL CRZ 5 ' S I D E Y A R D S E T B A C K 539' EXISTING FENCE P R O P E R T Y I L N E 14' - 0" 11' - 6" " 1 1 - ' 1 EXISTING STONE LANDSCAPING R 3 F U L 4' - 0 " L C R Z 15' FRONT YARD SETBACK EXISTING STONE LANDSCAPING PROPERTY LINE EXISTING MASONRY SITE WALL EXISTING FENCE POWER POLE. (NO OVERHEAD UTILITIES ATTACHED) WATER METER W CURB (ROAD) THE CIRCLE 539' 538' 537' 536' 535' 534' 533' 532' 531' 530' CURB 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w NOTE: REF A0.3 TREE & TOPO PLAN FOR COMPLETE DETAILS ON PROTECTED TREES AND TREES UNDER 19" TO REMAIN TOPOGRAPHY LEGEND EXISTING GRADE PROPOSED GRADE LEGAL DESCRIPTION LOT 4-5, BLOCK 7 BENSON ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 GENERAL NOTES 1. BUILDER TO VERIFY METES AND BOUNDS, BUILDING LINES AND EASEMENTS PRIOR TO PERFORMING ANY LOT IMPROVEMENTS. IMPERVIOUS COVERAGE CHART AREAS COVERAGE (SF.) REFERENCE CITY OF AUSTIN PERMIT APPLICATION FOR BREAK DOWN TOTAL IMPERVIOUS COVERAGE AREA OF LOT (PER TCAD) 7,382 SF 0.4 ACRES (17,519 SF) PERCENTAGE OF IMPERVIOUS COVERAGE 42.1% ALLOWABLE PER ZONING (USED AS SINGLE FAMILY RESIDENCE) (ZONED AS MF-4-H-NCCD-ETOD-DBETOD-NP) 45% PROTECTED TREES & TREES TO REMAIN TAG NO. DESCRIPTION 3658 3659 3664 3666 3669 6200 6201 LIVE OAK 33" (H) LIVE OAK 34" (H) LIVE OAK 29" (H) LIVE OAK 33.5" (H) LIVE OAK 43" (H) LIVE OAK 25" (H) LIVE OAK 32" (H) E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 SITE PLAN 12' - 0" 14' - 0" 3' - 6" " 0 - ' 1 1 REF: TREE & TOPO PLAN FOR MORE DETAIL SEWER LOCATION RE: SEWER LOCATION AUSTIN, TEXAS. (BOOK NO. A) (SHEET NO 6393) ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 LEGAL DESCRIPTION: LOT 4-5, BLOCK 7 BENSON 1 SITE PLAN 1/8" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.2 E X I S T I N G P A R K I N G L O T EXISTING NON-CONFORMING STR. REF DIAGRAM EXHIBITS A0.8 E X I S T I N G R E T A I N I N G W A L L E X I S T I N G P A R K I N G L O T NEW WOOD FENCE EXISTING FENCE EXISTING A/C EXISTING A/C 541' 3667 SLAB ON GRADE FOUNDATION EXISTING ENCLOSED GARAGE NEW ADDITION OVERHANG ABOVE EXISTING DRIVEWAY (NO CHANGE) PROPOSED CONSTRUCTION DUMPSTER (10 YARD) 540' E N I L T U O E G A R A G G N T S I X E I I N O T D D A I / " 2 1 5 - ' 5 R E V E L T N A C I MATERIAL STAGING AREA PORTABLE TOILET I Y A W E V R D G N T S I X E F O E N I L I I E V O B A G N N W A L E E T S E T A L P STRUCTURAL COLUMN. RE: ENG COVERED BREEZE WAY 539' R 21' - 6" 1/2 CRZ R 10' - 9" 1/4 CRZ 3669 EXISTING FENCE EXISTING LANDSCAPE STONE RETAINING WALL (RAISED PLANTER) PROVIDE 2x4 PROTECTION AROUND TRUNK; REF NOTES EXISTING ELECTRIC VEHICLE CHARGER EXISTING MASONRY SITE WALL EXISTING MASONRY SITE WALL E E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 G N A H R E V O F O O R G N T S I X E I G E E GAS METER ELECTRIC METER DN LP O V E R H E A D M E C H L I N E 538' 537' 536' 535' 536' 535' 534' 533' 533' E X I S T I N G P A R K I N G L O T E X I S T I N G R E T A I N I N G W A L L " 3 - ' 6 R Z R C 4 / 1 R 12' - 6" 6200 1' - 0" CANTILEVER C A N 1 T ' - I L 0 E " V E R A/C POOL EQUIPMENT WOOD FENCE COVERED PATIO EXISTING FENCE P R O P E R T Y L I N E R 8' - 3" 1/2 CRZ 3668 R E A R S E T B A C K O V E R H A N G A B O V E 1 0 ' C A N T I L E V E R E D S L A B BUILDING ADDITION 542' 11" FFE BUILDING ADDITION 542' 11" FFE PIER AND BEAM FOUNDATION RAISED SLAB FOUNDATION ELEVATED OPEN WOOD DECK CANTILEVER 3665 541' R 16' - 9" 1/2 CRZ 3666 R 8 ' - 1 / 4 C 4 1 / 2 Z " R G N A H R E V O F O O R G N T S I X E I Z R R 7' - 3" 1/4 C 3663 540' CO WASTE WATER CLEANOUT OVERHANG ABOVE MULCH. REF: TREE PROTECTION DIAGRAM EXISTING BUILDING NEIGHBORING SITE 3664 R 14' - 6" 1/2 CRZ 541' - 6" TOW LOW STONE SITE WALL 541' - 6" TOW 6201 R 15' - 9 3/4" 1/2 CRZ R 1 / 8 4 ' - C 0 " R Z POOL PATIO 13'x11' @ 539'-1" 540' - 5" TOW NEW POOL 69'x14' 539' - 1" (POOL DESIGN BY OTHERS) 3661 EXISTING FENCE K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P 539' 3660 EXISTING HOUSE 542.23' FFE (NO CHANGE) DN DN EXISTING PATIO 3659 EXISTING ROOF OVERHANG R 8' - 6" 1/4 CRZ R 17' - 0" 1/2 CRZ R 8' - 3" 1/4 C R Z 3658 539' R 16' - 6" 1/2 CRZ 3657 R E V E L I T N A C 2' - 0" CANTILEVER 541' " 0 - ' 2 R E V E L T N A C I K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P DN K R O W T A L F E N O T S 3662 540' 539' 3656 3655 NOTES: - ALL PRUNING OF PROTECTED TREES BY CERTIFIED ARBORIST - ALL DEMOLITION & CONSTRUCTION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES SHALL BE DONE WITH HAND TOOLS - GRAVEL NOT TO BE COMPACTED WITHIN 1/2 CRZ; MUST BE 3/4" ANGULAR GRAVEL WITHIN 1/2 CRZ. - A 8-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED TOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. - IF TRENCHING WITHIN THE 1/2 CRZ OF PROTECTED TREES CANNOT BE AVOIDED, THE TRENCHES WILL HAVE TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5" OR GREATER IN DIAMETER AND THE PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. TREE PRESERVATION CRITERIA PER THE ENVIRONMENTAL CRITERIA MANUAL 3.5.2 - A MINIMUM OF 50% OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER - NO CUT OR FILL GREATER THAN FOUR INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE CRZ RADIUS DISTANCE - NO CUT OR FILL IS ALLOWED WITHIN THE 1/4 CRZ. - NO CUT OR FILL WITHIN THE DISTANCE FROM THE TREE WHICH IS THREE TIMES THE TRUNK DIAMETER. (CAN ALSO BE DETERMINED BY CALCULATING THE 1/4 CRZ.) FOR EXAMPLE, NO CUT IS ALLOWED WITHIN 60 INCHES OF A TREE WHICH HAS A 20 INCH DIAMETER TRUNK. - TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING INDICATED TO PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) OR AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRITICAL ROOT ZONE, AN EIGHT INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE IN ORDER TO ASSURE THAT THE REMAINING ROOT ZONES ARE ADEQUATELY PRESERVED; TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. - STRAP 2X4 LUMBER (6' IN HEIGHT MINIMUM) SECURELY AROUND TRUNK AND ROOT FLARES OF A TREE IF FENCE IS PLACED INSIDE THE 1/2 CRZ. DEMO NOTE: • ALL DEMOLITION WITHIN THE 1/2 & 1/4 CRZ MUST BE DONE WITH LOW IMPACT MACHINERY & REMOVED BY HAND TO AVOID SEVERING ROOTS 1.5 INCH DIAMETER AND GREATER. TOPOGRAPHY LEGEND EXISTING GRADE PROPOSED GRADE LEGAL DESCRIPTION LOT 4-5, BLOCK 7 BENSON ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 GENERAL NOTES 1. BUILDER TO VERIFY METES AND BOUNDS, BUILDING LINES AND EASEMENTS PRIOR TO PERFORMING ANY LOT IMPROVEMENTS. IMPERVIOUS COVERAGE CHART AREAS COVERAGE (SF.) REFERENCE CITY OF AUSTIN PERMIT APPLICATION FOR BREAK DOWN TOTAL IMPERVIOUS COVERAGE AREA OF LOT (PER TCAD) 7,382 SF 0.4 ACRES (17,519 SF) PERCENTAGE OF IMPERVIOUS COVERAGE 42.1% ALLOWABLE PER ZONING (USED AS SINGLE FAMILY RESIDENCE) (ZONED AS MF-4-H-NCCD-ETOD-DBETOD-NP) 45% PROTECTED TREES & TREES TO REMAIN TAG NO. DESCRIPTION LIVE OAK 25" (H) ASHE JUNIPER 14" (M) 10"x7.5" LIVE OAK 33" (H) LIVE OAK 34" (H) LIVE OAK 29" (H) LIVE OAK 33.5" (H) LIVE OAK 43" (H) LIVE OAK 32" (H) ASHE JUNIPER 12.5" MONTERREY OAK 9" CEDAR ELM 12.5" LIVE OAK 13.5" ASHE JUNIPER 13.5" ASHE JUNIPER 16.5" CEDAR ELM 10.5" MESQUITE 13" 3658 3659 3664 3666 3669 6200 3655 6201 3656 3660 3661 3662 3663 3668 3670 3671 3665 3667 3657 TREE REMOVAL LIST DESCRIPTION TAG NO. MONTERREY OAK 9.5" MOUNTAIN LAUREL 9" CEDAR ELM 10.5" TREE TO BE DEMOLISHED TREE TO REMAIN 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A FEB 26, 2025 TREE & TOPO PLAN EXISTING STONE LANDSCAPING EXISTING STONE LANDSCAPING 15' FRONT YARD SETBACK PROPERTY LINE EXISTING FENCE CURB (ROAD) THE CIRCLE 539' 538' 537' 536' 535' 534' 533' 532' 531' 530' CURB E EXISTING DRIVEWAY TO REMAIN ELECTRIC JUNCTION BOX FOR GATE TREE PROTECTION FENCING. REF NOTES EXISTING MASONRY SITE WALL UTILITY LINE TO POLE ACROSS THE STREET POWER POLE. (NO OVERHEAD UTILITIES ATTACHED) WATER METER W SEWER LOCATION RE: SEWER LOCATION AUSTIN, TEXAS. (BOOK NO. A) (SHEET NO 6393) ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 LEGAL DESCRIPTION: LOT 4-5, BLOCK 7 BENSON TREE PROTECTION FENCING TO PROTECT THE ENTIRE CRITICAL ROOT ZONE AREA (WHERE POSSIBLE), TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE (5) FEET. (FENCING TO FOLLOW OUTLINE OF CRZ DIAGRAMS WHERE POSSIBLE) 1/2 CRZ AT AREAS LESS THAN 6' CLEAR, BOARDS TO BE STRAPPED TO TRUNK OF TREE. Revision Schedule Revision Number Revision Date TREE PROTECTION, TYP. FULL CRZ . . . 1/4 CRZ 3670 3671 A MINIMUM OF 50% OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER, AND NO CUT OR FILL GREATER THAN FOUR (4) INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN THE 1/2 CRZ. NO CUT OR FILL IS ALLOWED WITHIN THE 1/4 CRZ. (MINIMUM LOCATION OF TREE PROTECTION FENCING, TYP.) WOOD CHIP MULCH AREA. REF ECM. (8" OF MULCH) 1 TREE & TOPO PLAN 1/8" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.3 TREE #3669 - 43" LIVE OAK FULL CRZ = 5,813.73 SF 3,322.91 SF (57.15%) COVERED BY EXISTING DRIVEWAY & EXISTNG BUILDINGS (NO NEW IMPACTS) OVERHANG ABOVE PLATE STEEL AWNING ABOVE EXISTING HOUSE 542.4' FFE EXISTING SITE WALL DN G N A H R E V O F O O R EXISTING DRIVEWAY DN DN EXISTING PATIO COVERED BREEZE WAY ROOF OVERHANG EXISTING HOUSE 542.4' FFE (NO CHANGE) R 43' - 0" FULL CRZ CO EXISTING DRIVEWAY ROOF OVERHANG 3659 " R 8 ' - 6 1 / 4 C R Z R 17' - 0" 1/2 CRZ EXISTING SITE WALL " 0 - ' 4 3 R Z R C L L U F EXISTING FENCE E N I L T U O E G A R A G G N T S I X E I I N O T D D A I OVERHANG ABOVE PLATE STEEL AWNING ABOVE EXISTING DRIVEWAY COVERED BREEZE WAY ROOF OVERHANG R 1 0' - 9" 1/4 C R Z G N A H R E V O F O O R 3669 R 2 " 1 ' - 6 1 / 2 C R Z EXISTING SITE WALL G N A H R E V O F O O R CANTILEVER " 0 - ' 1 R E V E L T N A C I PIER AND BEAM FOUNDATION CANTILEVER ELEVATED OPEN WOOD DECK / " 2 1 6 - ' 4 R E V E L T N A C I R 16' - 9" 1/2 CRZ R 8' - 4 1/2" 1/4 C RZ 3666 EXISTING HOUSE 542.4' FFE R F U L 3 3 ' L - C 6 " R Z G N A H R E V O F O O R 9' - 0" R 2 Z R L C L U F " 0 - ' 2 R E V E L I T N A C BUILDING ADDITION OVERHANG ABOVE R 7' - 3 " 1 / 4 C R Z 3664 R 1 4' - 6" 1/2 C Z R LOW STONE SITE WALL DN DN EXISTING PATIO TREE #3666 - 33.5" LIVE OAK FULL CRZ = 3,525.74 SF 1,716.27 SF (48.29%) COVERED BY NEW / EXISTING BUILDINGS & EXISTING DRIVEWAY (FOR PIER & BEAM FOUNDATION) AIR-SPADE EXCAVATION UNDER ARBORIST SUPERVISION TO REVEAL ROOTS AT LOCATION OF STRUCTUAL PEIRS. BUILDER TO KEEP WET BURLAP ON EXPOSED ROOTS. NO ROOTS OVER 2" SHALL BE CUT. APIRSPADING AT TREE CRZ's SHALL OCCUR WHILE AN ARBORIST IS ON-SITE. POST-CONTRUCTION ROOT REMEDIATION PLAN SHALL BE EXECUTED BY CERTIFIED ARBORIST. " 0 - ' 2 R E V E L T N A C I OUTLINE OF CANTILEVER OVERHANG ABOVE TREE #3658 - 33" LIVE OAK FULL CRZ = 3,421.28 SF 1,062.78 SF (31.06%) COVERED BY EXISTING BUILDING & POOL TREE #3664 - 29" LIVE OAK FULL CRZ = 2,649.15 SF 327.51 SF (12.39%) COVERED BY BUILDINGS, HARDSCAPE & POOL EXISTING HOUSE 542.4' FFE D A E H R E V O F O O R DN K R O W T A L F E N O T S POOL PATIO NEW POOL 69'x14' LOW STONE SITE WALL NEW POOL 69'x14' DN K R O W T A L F E N O T S TREE #6201 - 32" LIVE OAK FULL CRZ = 3,217.07 SF 132.92 SF (4.13%) COVERED BY EXISTING BUILDING, HARDSCAPE & POOL EXISTING FENCE & PROPERTY LINE R 3 2' - 0" F U L L C R Z R 16' - 0" 1/2 CRZ 6201 1 / 4 C R Z R 8 ' - 0 " I G N D L I U B G N T S I X E I TREE #3659 - 34" LIVE OAK FULL CRZ = 3,631.77 SF 1,212.74 SF (33.39%) COVERED BY EXISTING DRIVEWAY & BUILDINGS (NO NEW IMPACTS) TREE #6200 - 25" OAK FULL CRZ = 1,963.56 SF 239.15 SF (12.17%) COVERED BY NEW BUILDING & EXISTING PARKING LOTS G N A H R E V O F O O R DN POOL PATIO " 3 ' - 0 L C L R 3 U F Z R G N A H R E V O F O O R 3658 R 16' - 6" 1/2 CRZ R 8 1 / 4 C ' - 3 " R Z EXISTING HOUSE 542.4' FFE (NO CHANGE) DN EXISTING PATIO ROOF OVERHANG NEW POOL 69'x14' LEGAL DESCRIPTION LOT 4-5, BLOCK 7 BENSON ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 GENERAL NOTES 1. BUILDER TO VERIFY METES AND BOUNDS, BUILDING LINES AND EASEMENTS PRIOR TO PERFORMING ANY LOT IMPROVEMENTS. IMPERVIOUS COVERAGE CHART AREAS COVERAGE (SF.) REFERENCE CITY OF AUSTIN PERMIT APPLICATION FOR BREAK DOWN TOTAL IMPERVIOUS COVERAGE AREA OF LOT (PER TCAD) 7,382 SF 0.4 ACRES (17,519 SF) PERCENTAGE OF IMPERVIOUS COVERAGE 42.1% ALLOWABLE PER ZONING (USED AS SINGLE FAMILY RESIDENCE) (ZONED AS MF-4-H-NCCD-ETOD-DBETOD-NP) 45% PROTECTED TREES & TREES TO REMAIN TAG NO. DESCRIPTION 3658 3659 3664 3666 3669 6200 6201 LIVE OAK 33" (H) LIVE OAK 34" (H) LIVE OAK 29" (H) LIVE OAK 33.5" (H) LIVE OAK 43" (H) LIVE OAK 25" (H) LIVE OAK 32" (H) 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w NEIGHBORING PARKING LOT NEIGHBORING PARKING LOT R 6' - 3 1/4 C " R Z R 25' - 0" LL C Z R U F R 12' - 6" 1/2 CRZ 6200 2' - 0" CANTILEVER C A N 1 T ' - I L 0 E " V E R EXISTING FENCE & PROPERTY LINE ROOF OVERHANG NEW STRUCTURE NOTES: - ALL PRUNING OF PROTECTED TREES BY CERTIFIED ARBORIST - ALL DEMOLITION & CONSTRUCTION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES SHALL BE DONE WITH HAND TOOLS - GRAVEL NOT TO BE COMPACTED WITHIN 1/2 CRZ; MUST BE 3/4" ANGULAR GRAVEL WITHIN 1/2 CRZ. - A 8-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED TOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. - IF TRENCHING WITHIN THE 1/2 CRZ OF PROTECTED TREES CANNOT BE AVOIDED, THE TRENCHES WILL HAVE TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5" OR GREATER IN DIAMETER AND THE PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. TREE PRESERVATION CRITERIA PER THE ENVIRONMENTAL CRITERIA MANUAL 3.5.2 - A MINIMUM OF 50% OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER - NO CUT OR FILL GREATER THAN FOUR INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE CRZ RADIUS DISTANCE - NO CUT OR FILL IS ALLOWED WITHIN THE 1/4 CRZ. - NO CUT OR FILL WITHIN THE DISTANCE FROM THE TREE WHICH IS THREE TIMES THE TRUNK DIAMETER. (CAN ALSO BE DETERMINED BY CALCULATING THE 1/4 CRZ.) FOR EXAMPLE, NO CUT IS ALLOWED WITHIN 60 INCHES OF A TREE WHICH HAS A 20 INCH DIAMETER TRUNK. - TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING INDICATED TO PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) OR AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRITICAL ROOT ZONE, AN EIGHT INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE IN ORDER TO ASSURE THAT THE REMAINING ROOT ZONES ARE ADEQUATELY PRESERVED; TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. - STRAP 2X4 LUMBER (6' IN HEIGHT MINIMUM) SECURELY AROUND TRUNK AND ROOT FLARES OF A TREE IF FENCE IS PLACED INSIDE THE 1/2 CRZ. DEMO NOTE: • ALL DEMOLITION WITHIN THE 1/2 & 1/4 CRZ MUST BE DONE WITH LOW IMPACT MACHINERY & REMOVED BY HAND TO AVOID SEVERING ROOTS 1.5 INCH DIAMETER AND GREATER. E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 TREE CRZ IMPACT DIAGRAM 1 TREE CRZ IMPACT DIAGRAM 1/8" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.4 A5.1 3 A5.1 2 1' - 0" CANTILEVER C A N 1 T ' - I L 0 E " V E R OUTLINE OF CANTILEVER RAISED ENTRANCE PATIO. OUTLINE OF GRADE BEAM BELOW PERIMETER BEAM PER ENG EXISTING GARAGE FDN CONC SLAB ADDITION ACCESS OUTLINE OF CANTILEVER " 0 - ' 1 GRADE BEAM & FRAMED FOUNDATION; VWE T.O FRAMING @ 542'-9" FFE @ 542'-11" DRAIN PROPOSED PIERS OUTSIDE OF CRZ; VWE PROPOSED BEAM ABOVE GRADE; VWE A5.1 5 N D F E G A R A G G N T S I X E I EXISTING CONC SLAB ON GRADE EXISTING SLAB ON GRADE 541' 9" EXISTING GARAGE FDN CONC SLAB ADDITION DIRECTION OF WOOD BOARDS ON ELEVATED OPEN DECK OUTLINE OF CANTILEVER N D F C N O C G N T S I X E I I N O T D D A I I E V O B A G N N W A L E E T S E T A L P CONCRETE SLAB TOC @ 542'-9" FFE @ 542'-11" PROPOSED 2x FRAMING PROPOSED LSL (SMALL) OUTLINE OF CANTILEVER 4 A5.1 PROPOSED BEAM ABOVE GRADE; VWE OUTLINE OF WINDOWS ABOVE " 2 / 1 5 - ' 5 R E V E L I T N A C 1 A5.1 " Z R 8 ' - 4 1 / 2 1 / 4 C R 3666 R 16' - 9" 1/2 CRZ " 0 - ' 2 R E V E L I T N A C OUTLINE OF CANTILEVER 2' - 0" CANTILEVER OUTLINE OF CONC FOUNDATION BELOW OUTLINE OF GRADE BEAM BELOW. SPAN OVER 1/2 CRZ W/ PIERS BELOW. VWA & VWB. EXISTING HOUSE EXISTING HOUSE ROOF OH 1. GENERAL NOTES 1. THE WORKING DRAWINGS IN THIS SET MAY NOT ADDRESS ALL THE REQUIREMENTS IN THE BUILDING CODES. IT IS THE CONTRACTORS RESPONSIBILITY TO KNOW THE CODES AND THAT CONSTRUCTION COMPLY WITH THE LATEST VERSION OF THE BUILDING CODES AS ADOPTED BY THE JURISDICTION HAVING AUTHORITY OVER THIS PROJECT. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL GOVERNMENT CODES AND SHALL CONFORM TO THE APPLICABLE BUILDING AND PERFORMANCE STANDARDS PROTECTED BY THE DECEPTIVE TRADE PRACTICES ACT OF TEXAS, THE RESIDENTIAL CONSTRUCTION LIABILITY ACT OF TEXAS, OR ANY SUCCESSOR THERETO. 2. 3. HVAC ZONE 1: MAIN FLOOR WH ZONE 1: MAIN FLOOR 4. REFER TO NOTE, DIMENSION AND ENGINEERING PLANS TO FRAME OR TO PROVIDE ENGINEERED TRUSSES. 2. ABBREVIATIONS WINDOWS MISC. GL - GLASS TEMP - TEMPERED GLASS DOORS FG - FIBERGLASS SDL - SIMULATED DIVIDED LITE SL - SINGLE LITE SC - SOLID CORE MECHANICAL RAG - RETURN AIR GRILL FLOORING CONC - CONCRETE CRPT - CARPET HDWD - HARDWOOD S TILE - STONE TILE 3. LEGEND CLG - CEILING CO - CASED OPENING COL - COLUMN FD - FURR DOWN HB - HOSE BIB MAS - MASONRY MFCTR - MANUFACTURER MTL - METAL OPT - OPTIONAL SRO - SHEET ROCK OPENING VWA - VERIFY WITH ARCHITECT VWB - VERIFY WITH BUILDER VWE - VERIFY WITH ENGINEER (STRUCTURAL) VWID - VERIFY WITH INTERIOR DESIGNER VWLA - VERIFY WITH LANDSCAPE ARCHITECT VWLD - VERIFY WITH LIGHTING DESIGNER VWME - VERIFY WITH MECHANICAL ENGINEER VWO - VERIFY WITH OWNER 2 X FRAMING WALL MASONRY VENEER OR WALL 4. AREA CHART (ADDITION ONLY) SQ. FT. GROUND FLOOR TOTAL CONDITIONED GARAGE COVERED WOOD DECK COVERED LANDSCAPED AREAS 1,910 SF 1,910 SF 670 SF 172 SF 242 SF TOTAL UNCONDITIONED 1,084 SF TOTAL COVERED (ADD. ONLY) 2,994 SF 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 FOUNDATION PLAN 1 FOUNDATION PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.5 NEW SINGLE STORY STRUCTURE BEHIND 141' FROM STREET (THE CIRCLE) EXISTING BUILDING 58' FROM STREET (THE CIRCLE) (UNTOUCHED) THIS PROJECT WAS PRESENTED TO THE AUSTIN HISTORIC PRESERVATION COMMITY ON MARCH 13TH 2024 @ 4PM. 1 FRONT ELEVATION FROM STREET 1/4" = 1'-0" SLOPE UP FROM STREET (THE CIRCLE) REF SECTION 2/X THE CIRCLE L P EXTENT OF PROPERTY L P 3 STORY APARTMENT BUILDING EXISTING HOUSE EXISTING PARKING LOT NEW ACCESSORY STRUCTURE I ) E L C R C E H T ( T E E R T S " 9 - ' 2 1 MAIN HOUSE FFE V I E W C O N E 64' - 0" 146' - 0" 2 SITE SECTION DIAGRAM 01 1/8" = 1'-0" EXTERIOR ELEVATIONS 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.7 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 HISTORIC DIAGRAMS MCMANSION SETBACK TENT 45.00° ANGLED BUILDING 541' 0" LOW PT E N I L Y T R E P O R P R A E R K C A B T E S R A E R ' 0 1 NEW ADDITION " 0 - ' 5 1 ' 1 4 5 @ T R A T S @ 541' AVE GRADE 541' 0" LOW PT 10' - 0" REAR SETBACK MAIN FLOOR FFE 542' - 11" 541' 0" TENT 4 HIGH PT 3/ A0.8 P R O P E R T Y L I N E R E A R S E T B A C K 1 0 ' 8 . 0 A / 2 541' E N I L T U O E G A R A G G N T S I X E I D A E H R E V O F O O R Y A W E Z E E R B R E A R S E T B A C K 1 0 ' EXISTING ENCLOSED GARAGE " 0 - ' 0 4 3 T N E T 6/ A0.8 4/ A0.8 540' 1" TENT 3 HIGH PT E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 540' DRIVEWAY NEW BUILDING FFE @ 542' 11" 541' K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P 5/ A0.8 541' 0" LOW PT 541' - 6" TOW L L A W E T I S W O L 541' - 6" TOW DN 2 McMANSION SECTION 01 1/8" = 1'-0" MCMANSION SETBACK TENT 45.00° ANGLED BUILDING " 0 - ' 5 1 ' 1 4 5 @ T R A T S E N I L Y T R E P O R P R A E R E N I L Y T R E P O R P R A E R ' 0 1 NEW ADDITION (EXISTING NON COMPLYING) 3 Section 18 1/8" = 1'-0" 10' - 0" REAR SETBACK 45.00° E N I L Y T R E P O R P E D I S K C A B T E S D R A Y E D I S ' 5 5' - 0" SIDE SETBACK 540' 540' 539' POOL PATIO 13'x11' @ 539'-1" 540' - 5" TOW NEW POOL 69'x14' 539' - 1" (POOL DESIGN BY OTHERS) EXISTING HOUSE 542.4' FFE (TO REMAIN AS IS, NO CHANGE) DN DN DN EXISTING PATIO 539' 539' 539' 10" HIGH PT MCMANSION SETBACK TENT K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P " 0 - ' 5 1 " 1 - ' 1 5 4 @ T R A T S @ 451'-1" AVE GRADE OUTLINE OF EXISTING ROOF NEW ROOF 100 EXIST GARAGE FFE 541' - 9" 538' 2" HIGH PT 4 McMANSION SECTION 02 1/8" = 1'-0" 15' FRONT YARD SETBACK PROPERTY LINE 539' 538' 537' 536' 535' 534' 533' 532' 531' 530' MCMANSION SETBACK TENT ° 0 5 . 0 4 112 113A 115 116 113B 114 5' - 0" SIDE SETBACK K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P E D I S " 0 - ' 5 1 ' 1 4 5 @ T R A T S MAIN FLOOR FFE 542' - 11" @541' AVE GRADE 5 McMANSION SECTION 03 1/8" = 1'-0" / " 4 1 1 1 - ' 5 1 4 T N E T " 0 - ' 0 4 2 T N E T " 0 - ' 0 4 1 T N E T 537' 10" TENT 2 LOW PT 535' 3" TENT 1 LOW PT E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 539' 538' 537' 536' 535' 536' 535' 534' 533' 533' DRIVEWAY 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w NOTE: REF A0.3 TREE & TOPO PLAN FOR COMPLETE DETAILS ON PROTECTED TREES AND TREES UNDER 19" TO REMAIN TOPOGRAPHY LEGEND EXISTING GRADE PROPOSED GRADE LEGAL DESCRIPTION LOT 4-5, BLOCK 7 BENSON ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 GENERAL NOTES 1. BUILDER TO VERIFY METES AND BOUNDS, BUILDING LINES AND EASEMENTS PRIOR TO PERFORMING ANY LOT IMPROVEMENTS. IMPERVIOUS COVERAGE CHART AREAS COVERAGE (SF.) REFERENCE CITY OF AUSTIN PERMIT APPLICATION FOR BREAK DOWN TOTAL IMPERVIOUS COVERAGE AREA OF LOT (PER TCAD) 7,382 SF 0.4 ACRES (17,519 SF) PERCENTAGE OF IMPERVIOUS COVERAGE 42.1% ALLOWABLE PER ZONING (USED AS SINGLE FAMILY RESIDENCE) (ZONED AS MF-4-H-NCCD-ETOD-DBETOD-NP) 45% PROTECTED TREES & TREES TO REMAIN TAG NO. DESCRIPTION MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" 3658 3659 3664 3666 3669 6200 6201 LIVE OAK 33" (H) LIVE OAK 34" (H) LIVE OAK 29" (H) LIVE OAK 33.5" (H) LIVE OAK 43" (H) LIVE OAK 25" (H) LIVE OAK 32" (H) TOP OF NEW ROOF OUTLINE OF EXISTING ROOF 5' - 0" SIDE SETBACK E N I L Y T R E P O R P E D I S K C A B T E S D R A Y E D I S ' 5 " 8 - ' 3 " 2 - ' 3 1 I T H G N D L I U B E V A T S X E I " 0 1 - ' 6 1 I E G D R F O P O T G N T S X E I I @ 451' 1" AVE GRADE " 8 / 7 8 - ' 3 1 I T H G N D L I U B E V A W E N " 2 / 1 4 - ' 4 1 I E G D R F O P O T W E N @ 451' 1" AVE GRADE EXIST GARAGE FFE 541' - 9" NOTE: - THE MODIFIED ROOF DOES NOT EXCEED 15 PERCENT (23.7 INCHES) OF THE EXISTING MAXIMUM HEIGHT OF THE BUILDING. FOLLOWING CODE: 25-2-963 (E-2) MODIFICATION AND MAINTENANCE OF NONCOMPLYING STRUCTURES - THE EXISTING MAXIMUM BUILDING HEIGHT IS: 13' - 2". - THE NEW MAXUMUM BUILDING HEIGHT IS: 13' - 8 7/8" 6 MOD TO NONCOMPLYING STRUCTURE 1/8" = 1'-0" E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 COMPLIANCE DIAGRAMS 1 SITE PLAN McMansion 1/8" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A0.8 P R O P E R T Y L I N E R E A R S E T B A C K 1 0 ' D A E H R E V O F O O R F O E N I L D A E H R E V O F O O R F O E N I L DN DO NOT DEMO EXISTING A/C UNITS (TO BE MOVED PER PLANS) DO NOT TOUCH THE EXISTING NORTH & WEST WALLS. NONCOMPLYING WALLS ARE TO REMAIN AS IS. 54'-1" OF EXISTING WALLS WILL REMAIN (52.77% OF THE TOTAL 102'-6" OF EXISTING WALL) FOLLOWING AUSTIN CODE ORDINANCES IN SECTION: 25-2-963 (B-4) 2' - 0" OH D A E H R E V O F O O R G N T S I X E F O E N I L I " 0 - ' 2 H O " 0 1 - ' 9 1 I F V G N T S X E I I NOTE OH = ROOF OVERHANG, TYP. " 0 - ' 2 H O 31' - 8 1/2" EXISTING VIF 2' - 0" OH LINE OF EXISTING ROOF OVERHEAD EXISTING A/C EXISTING A/C NON CONFORMING STRUCTURE. RE; A0.8 FOR N.C.S DIAGRAMS EXISTING FFE 541' 9" (NO CHANGE TO FFE) EXISTING DOUBLE OVERHEAD GARAGE DOOR 18'x7' START DEMO @ 2'-7" FROM EXTERIOR FRAMING. REF: DIMENSION PLAN. (WALL INSIDE SETBACK) I N O T A V O N E R S U O V E R P M O R F I I B A L S G N T S I X E F O E N I L CONCRETE SLAB EXISTING CONCRETE SLAB TO REMAIN EXISTING SINGLE OVERHEAD GARAGE DOOR 8"x7" EAST AND SOUTH WALLS TO BE DEMO'D. START DEMO ON SOUTH WALL OUTSIDE OF THE 5' SIDEYARD SETBACK 48'-5" OF EXISTING WALLS WILL BE DEMO'D (47.23% OF THE TOTAL 102'-6" OF EXISTING WALL). FOLLOWING AUSTIN CODE ORDINANCES IN SECTION: 25-2-963 (B-1A) " 0 - ' 2 H O " 0 1 - ' 9 1 I F V G N T S X E I I D A E H R E V O F O O R G N T S I X E F O E N I L I DEMO EXISTING ROOF DEMO DOOR LINE OF EXISTING ROOF OVERHEAD 2' - 0" 2' - 7" OH 29' - 1 1/2" EXISTING VIF DO NOT DEMO WALLS OR SLAB INSIDE OF THE SETBACK DEMO EXISTING GARAGE DOORS E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 EXISTING DRIVEWAY KEEP EXISTING DRIVEWAY REMOVE CONCRETE PAD FISH POND EARTH MOUND " 0 - ' 2 H O R 8' - 4 1/2" 1/4 C RZ 2' - 0" OH R 16' - 9" 1/2 CRZ 3666 REMOVE EXISTING WOOD DECK. REMOVE STONE LANDSCAPING EXISTING WOOD DECK REMOVE LANDSCAPE STONE AND GRAVEL WALKING PATH. REMOVE ENTIRE POND AND LANDSCAPE STONE. K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P LEGAL DESCRIPTION LOT 4-5, BLOCK 7 BENSON ADDRESS: 200 THE CIRCLE AUSTIN, TEXAS. 78704 GENERAL NOTES 1. BUILDER TO VERIFY METES AND BOUNDS, BUILDING LINES AND EASEMENTS PRIOR TO PERFORMING ANY LOT IMPROVEMENTS. IMPERVIOUS COVERAGE CHART AREAS COVERAGE (SF.) REFERENCE CITY OF AUSTIN PERMIT APPLICATION FOR BREAK DOWN TOTAL IMPERVIOUS COVERAGE AREA OF LOT (PER TCAD) 7,382 SF 0.4 ACRES (17,519 SF) PERCENTAGE OF IMPERVIOUS COVERAGE 42.1% ALLOWABLE PER ZONING (USED AS SINGLE FAMILY RESIDENCE) (ZONED AS MF-4-H-NCCD-ETOD-DBETOD-NP) 45% PROTECTED TREES & TREES TO REMAIN TAG NO. DESCRIPTION 3658 3659 3664 3666 3669 6200 6201 LIVE OAK 33" (H) LIVE OAK 34" (H) LIVE OAK 29" (H) LIVE OAK 33.5" (H) LIVE OAK 43" (H) LIVE OAK 25" (H) LIVE OAK 32" (H) DO NOT TOUCH EXISTING LANDSCAPE STONE RETAINING WALL (RAISED PLANTER) DO NOT TOUCH EXISTING MASONRY SITE WALL TO REMAIN UNTOUCHED DO NOT TOUCH EXISTING PATIO STEPS TO REMAIN UNTOUCHED DO NOT TOUCH EXISTING MASONRY SITE WALL TO REMAIN UNTOUCHED DO NOT TOUCH EXISTING STONE LANDSCAPING TO REMAIN UNTOUCHED LINE OF ROOF OVERHEAD EXISTING HOUSE D A E H R E V O F O O R F O E N I L R 21' - 6" 1/2 CRZ R 10' - 9" 1/4 CRZ 3669 EXISTING HOUSE 542.4' FFE DO NOT TOUCH EXISTING HOUSE, ROOF & PATIO TO REMAIN AS IS 3664 R 14' - 6" 1/2 CRZ 1 / 4 C R Z R 7 ' - 3 " REMOVE BRICK WALKING PATH REMOVE STONE WALKING PATH K C A B T E S D R A Y E D I S ' 5 EXISTING DRIVEWAY TO REMAIN DN DN DO NOT TOUCH EXISTING PATIO TO REMAIN AS IS R 8' - 3" 1/4 C R Z 3658 R 1 1 / 2 6 ' - C R 6 " Z LINE OF ROOF OVERHEAD R 8' - 6" 1/4 CRZ 3659 R 12' - 6" 1/2 CRZ PROPERTY LINE 6200 R E A R S E T B A C K 1 0 ' F R 2 U L 5 ' - L C 0 " R Z GARAGE + HARDSCAPE DEMO PLAN GENERAL NOTES: • • • • • • • ALL DEMOLITION WITHIN THE 1/2 & 1/4 CRZ MUST BE DONE WITH LOW IMPACT MACHINERY & REMOVED BY HAND TO AVOID SEVERING ROOTS 1.5 INCH DIAMETER AND GREATER. PER ENVIRONMENTAL CRITERIA MANUAL 3.5.2 REMOVE ALL EXISTING EXTERIOR SIDING, SHEATHING & WEATHER RESISTANT BARRIER. ALL EXTERIOR DOORS TO BE REMOVED. EXISTING PLUMBING WASTELINES TO BE MAINTAINED & REPAIRED AS NECESSARY. VERIFY W/ BUILDER. ALL EXISTING WIRING TO BE REPLACED. VERIFY W/ BUILDER. ALL DRYWALL TO BE REPLACED UNLESS NOTED OTHERWISE. REFER TO DEMO PLANS & VERIFY W/ BUILDER BEFORE REMOVING. ALL EXISTING LIGHTING TO BE REPLACED. REFER TO LIGHTING PLAN SUPPLIED BY LIGHTING CONSULTANT FOR SPECS & LOCATIONS. REMOVE STONE TABLE EXISTING WALL LEGEND EXISTING WALLS TO REMAIN. 649 LINEAR INCHES = 52.77% TO REMAIN EXISTING WALLS TO BE DEMOLISHED 581" LINEAR INCHES = 47.23% TO DEMO ITEMS TO BE DEMOED/REMOVED BRICK STONE LANDSCAPING GRAVEL 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w I E G A R A G G N T S I X E F O N O T A V E L E H T U O S I I E G A R A G G N T S I X E F O N O T A V E L E H T R O N I " 0 - ' 8 R Z R C 4 / 1 6201 R 16' - 0" 1/2 CRZ EXISTING HOUSE TO NOT BE TOUCHED GARAGE T E E R T S E H T M O R F W I E V I E G A R A G G N T S I X E F O N O T A V E L E T S E I W I E G A R A G G N T S I X E F O N O T A V E L E T S A E I E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 GARAGE DEMO PLAN R 17' - 0" 1/2 CRZ ALL HARDSCAPE/LANDSCAPING SOUTH OF EXISTING HOUSE IS TO REMAIN UNTOUCHED 1 GARAGE DEMO PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A2.0 P R O P E R T Y L I N E R E A R S E T B A C K 1 0 ' R E A R S E T B A C K 1 0 ' GARAGE + HARDSCAPE DEMO PLAN GENERAL NOTES: • • • • • • • ALL DEMOLITION WITHIN THE 1/2 & 1/4 CRZ MUST BE DONE WITH LOW IMPACT MACHINERY & REMOVED BY HAND TO AVOID SEVERING ROOTS 1.5 INCH DIAMETER AND GREATER. PER ENVIROMENTAL CRITERIA MANUAL 3.5.2 REMOVE ALL EXISTING EXTERIOR SIDING, SHEATHING & WEATHER RESISTANT BARRIER. ALL EXTERIOR DOORS TO BE REMOVED. EXISTING PLUMBING WASTELINES TO BE MAINTAINED & REPAIRED AS NECESSARY. VERIFY W/ BUILDER. ALL EXISTING WIRING TO BE REPLACED. VERIFY W/ BUILDER. ALL DRYWALL TO BE REPLACED UNLESS NOTED OTHERWISE. REFER TO DEMO PLANS & VERIFY W/ BUILDER BEFORE REMOVING. ALL EXISTING LIGHTING TO BE REPLACED. REFER TO LIGHTING PLAN SUPPLIED BY LIGHTING CONSULTANT FOR SPECS & LOCATIONS. EXISTING WALL LEGEND EXISTING WALLS TO REMAIN. 649 LINEAR INCHES = 52.77% TO REMAIN EXISTING WALLS TO BE DEMOLISHED 581" LINEAR INCHES = 47.23% TO DEMO BRICK GRAVEL 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w I E G A R A G G N T S I X E F O N O T A V E L E H T U O S I I E G A R A G G N T S I X E F O N O T A V E L E H T R O N I I E G A R A G G N T S I X E F O N O T A V E L E T S E I W I E G A R A G G N T S I X E F O N O T A V E L E T S A E I K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P T E E R T S E H T M O R F W I E V E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 GARAGE DEMO ROOF PLAN 1 GARAGE DEMO ROOF PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A2.1 I F O O R G N T S I X E F O E N I L E N I L Y T R E P O R P K C A B T E S D R A Y E D I S ' 5 K C A B T E S D R A Y E D I S ' 5 LINE OF EXISTING ROOF I F O O R G N T S I X E F O E N I L DEMO EXISTING ROOF REMOVE EXISTING SOLAR PANELS FOR RE-USE. VWO LINE OF EXISTING ROOF F O O R F O E N I L F O O R F O E N I L EXISTING HOUSE 542.4' FFE DO NOT TOUCH EXISTING HOUSE, ROOF & PATIO TO REMAIN AS IS LINE OF ROOF LINE OF ROOF F O O R F O E N I L F O O R F O E N I L F O O R F O E N I L 31' - 8 1/2" EXISTING VIF 28' - 6" 2' - 6" 7' - 9" 3' - 5 1/2" 5' - 2" 18' - 10" 30' - 4" 99' - 9" OVERALL LENGTH 2' - 2 1/2" 1' - 0" 18' - 5 1/2" 5' - 11" 5' - 11 1/2" BATH 03 110 10'-0" CLG TILE FLR WALL IS PARALLEL WITH PROPERTY LINE 1 6 4 . 0 8 ° 3 " - 4 0 ' BENCH Q E Q E R A B E G A R O T S G L C - R L F / " 2 1 1 1 - ' 3 / " 2 1 6 - ' 3 " 1 - ' 3 " 0 - ' 4 / " 2 1 6 - ' 2 1 5' - 10 1/2" " 0 1 - ' 1 S A G 11' - 3 1/2" 4' - 11 1/2" 16' - 3" OFFICE 109 10'-0" CLG WOOD FLR PROPOSED COLUMN WITHIN WALL FOR AWNING; VWE WOOD DECK EXISTING CONC SLAB ON GRADE EXISTING FFE 541' 9" GARAGE DOOR 20-0 x 9-0 GARAGE 111 11'-2" CLG CONC FLR E N I L T U O E G A R A G G N T S I X E I 32' - 2" 6' - 1 1/2" 100 " 2 / 1 5 - ' 5 R E V E L I T N A C 108 " 2 / 1 6 - ' 4 . 1 1 0 1 T K P 0 - 0 1 x 1 - 4 FURR DOWN 106.1 " 0 - ' 4 UTILITY 105 8'-6" CLG WOOD FLR G L C " 6 - ' 9 G L C " 0 - ' 8 107.1 0 8 6 2 2880 120 13' - 6 1/2" 4' - 0" 9' - 10" 1' - 6" 1' - 0" 6" RAISED ENTRANCE PATIO. WOOD DECKING " 6 - ' 4 BUILT-IN CLOSET COUNTER TOP EQ EQ 104.1 0 8 0 3 STORAGE W/D " 2 - ' 2 4 H T G N E L L L A R E V O - 7 1 ' 9 1 / 2 " O V E R A L L L E N G T H 5 1 / 2 " 6 " - 9 ' 6 1 / 2 " - 3 1 ' - 0 " 7 ' I S P A R A L L E L W I T H P R O P E R T Y L I N E W A L L OUTLINE OF CONC FOUNDATION BELOW BATH 02 106 8'-6" CLG TILE FLR / " 2 1 4 - ' 6 B R U C 1' - 8 1/4" " 4 - ' 9 0 8 6 2 1' - 0" CANTILEVER 4 " - 2 ' 121 2 8 8 6 S H O W E R C E L E A/C 4' - 0" C A N 1 T ' - I L 0 E " V E R MECH 01 108 8'6" CLG TILE FLR STORAGE 107 8'-6" CLG WOOD FLR 2 " - 1 ' / " 2 1 1 1 - ' 7 " 0 - ' 1 2 " 0 - ' 1 R E V E L T N A C I MUSIC ROOM 100 10'-0" CLG WOOD FLR 542' 11" FFE 21' - 0" GYM 104 10'-0" CLG WOOD FLR CLOSET 01 102 10'-0" CLG WOOD FLR BUILT-IN CLOSET " 0 - ' 2 " 0 - ' 4 " 0 - ' 2 / " 2 1 5 - ' 9 " 5 - ' 3 / " 2 1 0 1 - ' 2 " 6 - ' 1 " 0 - ' 1 / " 2 1 6 - ' 2 " 0 - ' 1 . 1 3 0 1 " 0 - ' 7 T K P 0 - 0 1 X 0 - 4 " 0 - ' 4 BATH 01 103 10'-0" CLG TILE FLR 4' - 0" 3' - 2" 1' - 5" 4' - 11" 1' - 0" 103.2 Q E 2880 PKT WC / " 2 1 6 - ' 3 " 1 1 - ' 5 N E N I L R E W O H S 3' - 2" 6' - 4" TUB 1' - 0" SHOWER 103 10'-0" CLG TILE FLR 13' - 0" 4' - 0" BEDROOM 01 101 10'-0" CLG WOOD FLR " 9 - ' 4 1 " 3 - ' 1 " 0 - ' 2 R E V E L I T N A C 117 116 2' - 0" CANTILEVER / " 2 1 2 - ' 3 1 " 6 - ' 6 / " 2 1 5 - ' 2 2 " 0 - ' 1 " 3 - ' 6 / " 2 1 1 1 - ' 6 " 6 - ' 6 / " 2 1 5 - ' 6 / " 2 1 6 - ' 3 " 1 1 - ' 5 " 2 / 1 6 - ' 5 / " 2 1 5 - ' 2 2 H T G N E L L L A R E V O " 0 1 - ' 9 1 I F V G N T S X E I " 1 - ' 1 " 2 / 1 6 - ' 1 11' - 9" 14' - 2" 3' - 8" 2' - 11" 13' - 4" 3' - 10 1/4" 11' - 0 5/8" 6' - 1 1/4" 1' - 0" 17' - 0" 1' - 0" 11' - 4" 2' - 7" 29' - 7" 31' - 1 3/4" 36' - 5 1/4" PROPOSED COLUMN; VWE 99' - 9" OVERALL LENGTH 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 MAIN FLOOR DIMENSION PLAN 1 MAIN FLOOR DIMENSION PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A2.2 A5.1 5 R E N W O Y B E G A R O T S HB EXISTING CONC SLAB ON GRADE EXISTING FFE 541' 9" GARAGE DOOR 20-0 x 9-0 GARAGE 111 11'-2" CLG CONC FLR EXISTING A/C EXISTING A/C EXISTING GARAGE OUTLINE 100 GARAGE ADDITION OVER EXISTING DRIVEWAY FLUSH MOUNTED GARAGE DOOR PLATE STEEL AWNING ABOVE A5.1 3 A5.1 2 BATH 03 110 10'-0" CLG TILE FLR LANDSCAPE STEPS TO BE CARVED FLAT FOR EASE OF TRAVEL. W/ 3' WIDE PATH OF TRAVEL.VWA ON DESIGN. R O O F O V E R H E A D WALL BENCH H B 130 3x3 LANDING 129 L G 0 - 0 1 x 0 - 3 UP " 0 - ' 3 H T A P 128 127 126 " 0 - ' 1 CANTILEVER E H C N I SHOWER 3" CURB L G 0 8 6 2 0 - 0 1 x 0 - 3 110.1 OFFICE 109 10'-0" CLG WOOD FLR E G A R O T S G L C - R L F E G A R O T S G L C - R L F 109.1 T K P 0 - 0 1 x 0 - 4 L G 0 - 0 1 x 0 - 3 SD/CM SD/CM MUSIC ROOM 100 10'-0" CLG WOOD FLR 542' 11" FFE 103 104 2' - 4 1/4" 105 106 ELEVATED OPEN WOOD DECK 107 108 " 2 / 1 5 - ' 5 R E V E L I T N A C SD/CM 1 . 1 0 1 T K P 0 - 0 1 x 1 - 4 LANDSCAPING STONE STEPS, (3' LANDING) VWLA. SITE GLAZED WINDOW. (OPAQUE) PLATE STEEL AWNING ABOVE 122 C A N 1 T ' - I L 0 E " V E R A/C U P 1' - 0" CANTILEVER 2 8 8 6 3 x 3 L A N D I N G 1 2 1 C E L E H B A/C 1 STORAGE 107 8'-6" CLG WOOD FLR 0 8 6 2 107.1 123 BATH 02 106 8'-6" CLG TILE FLR FURR DOWN E H C N I L G 0 8 6 2 CURB SHOWER 0 8 6 2 106.1 UTILITY 105 8'-6" CLG WOOD FLR SD/CM 104.1 SD/CM T K P 0 - 0 1 X 0 - 4 D O O W E L I T 1 . 3 0 1 BATH 01 103 10'-0" CLG TILE FLR S S E R G E 2880 120 3' - 0" G L C " 6 - ' 9 G L C " 0 - ' 8 0 8 0 3 STORAGE STACKED W/D H2O MECH 01 108 8'6" CLG TILE FLR NEW AC POOL EQUP CONC PAD FOR POOL & A/C EQUIP (4'x10') PLATE STEEL AWNING ABOVE CONCRETE PATIO " 0 - ' 3 H T A P UP LANDSCAPE STEPS TO BE CARVED FLAT FOR EASE OF TRAVEL. W/ 3' WIDE PATH OF TRAVEL.VWA ON DESIGN. LANDSCAPE STEPS, (3' LANDING) VWLA DRYER VENT FURR DN ABV VANITY @ 8'-6" OUTLINE OF CONC FOUNDATION BELOW 125B 125A E G R E S S 124 C A N T I L E V E R 1 ' - 0 " GYM 104 10'-0" CLG WOOD FLR CLOSET 01 102 10'-0" CLG WOOD FLR BUILT-IN CLOSET BUILT-IN CLOSET COUNTER TOP PLATE STEEL AWNING ABOVE LEDGE @ 3'-3" ABOVE FFE 4 A5.1 119 B H 103.2 2880 PKT WC E H C N I N E N I L " 6 - ' 2 SHOWER 103 10'-0" CLG TILE FLR GLASS PARTITION SHOWER NO CURB TUB 118A 118B 117 " 0 - ' 2 R E V E L I T N A C 2' - 0" CANILEVER PLATE STEEL AWNING ABOVE OUTLINE OF GRADE BEAM BELOW. SPAN OVER 1/2 CRZ W/ PIERS BELOW. VWA & VWB. BEDROOM 01 101 10'-0" CLG WOOD FLR CANTILEVER FLOOR TO CLG SITE BUILT GLASS 109 111 112 113A 114 115 116 SD/CM EGRESS 110A 110B OUTLINE OF CONC FOUNDATION BELOW 113B LANDSCAPE STEPS TO BE CARVED FLAT FOR EASE OF TRAVEL. W/ 3' WIDE PATH OF TRAVEL.VWA ON DESIGN. R 8 ' - 4 1 / 2 " 1 / 4 C R Z 3666 R 1 1 / 2 6' - C 9 " R Z 0 " - 3 ' P A T H U P 131 0 8 0 3 WH E G A R A G G N T S I X E I I N O T D D A I PROPOSED COLUMN WITHIN WALL FOR AWNING; VWE EGRESS 102 0 8 6 2 0 9 0 3 101 LANDSCAPE STEPS TO BE CARVED FLAT FOR EASE OF TRAVEL. W/ 3' WIDE PATH OF TRAVEL.VWA ON DESIGN. UP 3' - 0" PATH I E V O B A G N N W A L E E T S E T A L P STEEL PIPE COLUMN; PAINTED; VWE 1 A5.1 EXISTING HOUSE NO CHANGE EXISTING HOUSE ROOF OH 1. GENERAL NOTES 1. THE WORKING DRAWINGS IN THIS SET MAY NOT ADDRESS ALL THE REQUIREMENTS IN THE BUILDING CODES. IT IS THE CONTRACTORS RESPONSIBILITY TO KNOW THE CODES AND THAT CONSTRUCTION COMPLY WITH THE LATEST VERSION OF THE BUILDING CODES AS ADOPTED BY THE JURISDICTION HAVING AUTHORITY OVER THIS PROJECT. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL GOVERNMENT CODES AND SHALL CONFORM TO THE APPLICABLE BUILDING AND PERFORMANCE STANDARDS PROTECTED BY THE DECEPTIVE TRADE PRACTICES ACT OF TEXAS, THE RESIDENTIAL CONSTRUCTION LIABILITY ACT OF TEXAS, OR ANY SUCCESSOR THERETO. 2. 3. HVAC ZONE 1: MAIN FLOOR WH ZONE 1: MAIN FLOOR 4. REFER TO NOTE, DIMENSION AND ENGINEERING PLANS TO FRAME OR TO PROVIDE ENGINEERED TRUSSES. 2. ABBREVIATIONS WINDOWS MISC. GL - GLASS TEMP - TEMPERED GLASS DOORS FG - FIBERGLASS SDL - SIMULATED DIVIDED LITE SL - SINGLE LITE SC - SOLID CORE MECHANICAL RAG - RETURN AIR GRILL FLOORING CONC - CONCRETE CRPT - CARPET HDWD - HARDWOOD S TILE - STONE TILE 3. LEGEND CLG - CEILING CO - CASED OPENING COL - COLUMN FD - FURR DOWN HB - HOSE BIB MAS - MASONRY MFCTR - MANUFACTURER MTL - METAL OPT - OPTIONAL SRO - SHEET ROCK OPENING VWA - VERIFY WITH ARCHITECT VWB - VERIFY WITH BUILDER VWE - VERIFY WITH ENGINEER (STRUCTURAL) VWID - VERIFY WITH INTERIOR DESIGNER VWLA - VERIFY WITH LANDSCAPE ARCHITECT VWLD - VERIFY WITH LIGHTING DESIGNER VWME - VERIFY WITH MECHANICAL ENGINEER VWO - VERIFY WITH OWNER 2 X FRAMING WALL MASONRY VENEER OR WALL 4. AREA CHART (ADDITION ONLY) SQ. FT. GROUND FLOOR TOTAL CONDITIONED GARAGE COVERED WOOD DECK COVERED LANDSCAPED AREAS 1,910 SF 1,910 SF 670 SF 172 SF 242 SF TOTAL UNCONDITIONED 1,084 SF TOTAL COVERED (ADD. ONLY) 2,994 SF ROOM SQUARE FOOTAGES 100 - MUSIC ROOM 101 - BEDROOM 01 102 - CLOSET 01 103 - BATH 01 103 - SHOWER 01 104 - GYM 105 - UTILITY 106 - BATH 02 107 - STORAGE 108 - MECH 109 - OFFICE 110 - BATH 03 111 - GARAGE 420 SF 222 SF 129 SF 112 SF 106 SF 239 SF 58 SF 53 SF 35 SF 24 SF 196 SF 93 SF 329 SF 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 NOTES PLAN 1 MAIN FLOOR NOTES PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A2.3 CUSTOM FULL HT GUTTER. REF DETAIL X/XXX PLATE STEEL AWNING BELOW; REF DETAL PLATE HT 10'-1" (FROM MAIN FLR FFE) (OPEN TO GRADE BELOW) - 1 " P L A T E H T 1 0 ' ( M A I N F L R F F E ) F O O R D E M A R F - R E V O 3 / 4 " / 1 2 " S L O P E A5.1 5 I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P 1 3/4" / 12" SLOPE H I P HIP " 2 1 / " 4 / 3 1 " 2 1 / " 4 / 3 1 E P O L S E P O L S RIDGE MEMBRANE ROOF I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P PROPOSED COLUMN WITHIN WALL FOR AWNING; VWE PLATE HT 10'-1" (FROM MAIN FLR FFE) F O O R D E S S U R T H I P 1 3/4" / 12" SLOPE HIP CUSTOM FULL HT GUTTER. REF DETAIL X/XXX PLATE STEEL AWNING BELOW VALLEY LINE OF HIDDEN ROOF BELOW 4 A5.1 LINE OF HIDDEN ROOF BELOW VALLEY I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P " 2 1 / " 4 / 3 1 " 2 1 / " 4 / 3 1 E P O L S E P O L S RIDGE A5.1 3 A5.1 2 I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P CUSTOM FULL HT GUTTER. REF DETAIL X/XXX PLATE STEEL AWNING BELOW; REF DETAIL ( F R O M M A I N F L R F F E ) - 1 " P L A T E H T 1 0 ' I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P I ) E F F R L F N A M M O R F ( " 1 - ' 0 1 T H E T A L P PLATE HT 10'-1" (FROM MAIN FLR FFE) PLATE STEEL AWNING BELOW; REF DETAIL CUSTOM FULL HT GUTTER. REF DETAIL X/XXX " 1 - ' 0 1 T H E T A L P I ) E F F R L F N A M M O R F ( ) E F F R L F N A M I ( " 1 - ' 0 1 T H E T A L P PLATE HT 10'-1" (FROM MAIN FLR FFE) OUTLINE OF BUILDING BELOW (ELEVATED OPEN WOOD DECK BELOW) CUSTOM FULL HT GUTTER. REF DETAIL X/XXX PLATE STEEL AWNING BELOW; REF DETAL STEEL BEAM; VWE I W O L E B G N N W A L E E T S E T A L P COLUMN BELOW; VWE 1 A5.1 LINE OF WALL OF EXISTING HOUSE EXISTING HOUSE (NO CHANGE) 1. GENERAL NOTES 1. PLANS THAT ARE NOT SIGNED AND SEALED BY JAMES D. LARUE, ARCHITECT ARE TO BE CONSIDERED PRELIMINARY. 2. THE WORKING DRAWINGS IN THIS SET MAY NOT ADDRESS ALL THE REQUIREMENTS IN THE BUILDING CODES. IT IS THE CONTRACTORS RESPONSIBILITY TO KNOW THE CODES AND THAT CONSTRUCTION COMPLY WITH THE LATEST VERSION OF THE BUILDING CODES AS ADOPTED BY THE JURISDICTION HAVING AUTHORITY OVER THIS PROJECT. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL GOVERNMENT CODES AND SHALL CONFORM TO THE APPLICABLE BUILDING AND PERFORMANCE STANDARDS PROTECTED BY THE DECEPTIVE TRADE PRACTICES ACT OF TEXAS, THE RESIDENTIAL CONSTRUCTION LIABILITY ACT OF TEXAS, OR ANY SUCCESSOR THERETO. 3. ROOFING CONTRACTOR TO PROVIDE KICK-OUT FLASHING AT ALL ROOFS WHERE RUNNING PERPINDICULAR TO WALLS; TYP. 2. ABBREVIATIONS GUTTER OUTLINE OF BUILDING BELOW DS DOWNSPOUT (TYP.) DS/B RC/B DOWNSPOUT W/ BOOT COLLECTION BOX (UNDERGROUND PIPE TO DAYLIGHT) RAINCHAIN W/ COLLECTION BOX (UNDERGROUND PIPE TO DAYLIGHT) ROOF 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 ROOF PLAN 1 ROOF PLAN 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A2.4 BATH 02 106 8'-6" CLG TILE FLR 8 " 2' - 9" 2' - 9" " 0 - ' 2 1' - 6" 4' - 0" " 6 - ' 1 " 6 - ' 3 " 6 - ' 1 " 0 - ' 6 " 6 - ' 1 1' - 3" MECH 01 108 8'6" CLG TILE FLR STORAGE 107 8'-6" CLG WOOD FLR PLATE STEEL AWNING DOOR UTILITY 105 8'-6" CLG WOOD FLR PLATE STEEL AWNING GWB RECESSED DRAPE TRACK " 1 1 - ' 1 / " 2 1 1 - ' 8 / " 2 1 2 - ' 7 " 1 1 - ' 1 " 6 - ' 4 Q E Q E RECESSED DRAPE TRACK TOILET GYM 104 10'-0" CLG WOOD FLR 4' - 9 1/2" 4' - 3" 4' - 3" 4' - 3" 2' - 8 1/2" 4' - 5" 2' - 3" SINK DOOR SD/CM SD/CM MUSIC ROOM 100 10'-0" CLG WOOD FLR 3' - 11" 3' - 4 1/2" 3' - 4 1/2" 6' - 10 1/2" 5' - 6" 6' - 0" 1' - 6" 4' - 0" BEDROOM 01 101 10'-0" CLG WOOD FLR " 0 - ' 9 " 4 / 1 3 - ' 2 3' - 0" 2' - 0" 6' - 4" 2' - 0" FURR DOWN @ 8'-6" FURR DOWN " 2 HALLWAY BATH 01 103 10'-0" CLG TILE FLR / " 4 3 8 - ' 1 1' - 3" 2' - 6" ROOM WALL " 5 - ' 3 " 0 - ' 4 8" PLATE STEEL AWNING " 8 7' - 3 1/2" 8' - 4" 8' - 4" 7' - 3 1/2" " 0 - ' 7 TOILET GARAGE 111 11'-2" CLG CONC FLR 2' - 11 1/2" 4' - 11 1/2" 6' - 5" 9' - 5" 4' - 8 1/2" " 2 / 1 3 - ' 3 " 2 / 1 2 - ' 2 RECESSED DRAPE TRACK RECESSED DRAPE TRACK " 2 / 1 1 - ' 6 SD/CM SD/CM 4' - 6" 3' - 9" 6' - 0" 5' - 6" 7' - 2" 3' - 2" PLATE STEEL AWNING PLATE STEEL AWNING PLATE STEEL AWNING RECESSED DRAPE TRACK " 8 8" WALL BATH 03 110 10'-0" CLG TILE FLR DOOR WALL " 0 - ' 1 OFFICE 109 10'-0" CLG WOOD FLR 8' - 4" " 1 1 - ' 1 " 3 - ' 8 " 1 1 - ' 1 2' - 0" " 1 1 - ' 3 " 0 1 - ' 1 SD/CM SD/CM PLATE STEEL AWNING BREEZE WAY COLUMN VWE WINDOW AND DOOR HEADER 1x6 SHIPLAP WOOD CEILING w/ 1/8" NICKEL GAP. GWB CEILING PLASTER CEILING 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 REFLECTED CEILING PLANS 1 MAIN FLOOR FFE 3/16" = 1'-0" 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A3.1 MCMANSION SETBACK TENT MCMANSION SETBACK TENT 45.00° EXISTING NON CONFORMING STRUCTURE LEFT IN PLACE 12" 1 3/4" PLATE STEEL AWNING " 0 - ' 5 1 " 1 - ' 1 5 4 @ T R A T S / " 8 7 8 - ' 3 1 ) " 1 - ' 1 5 4 ( E D A R G @ T H G N D L U B X A M I I E N I L Y T R E P O R P E D I S 2' - 7" K C A B T E S D R A Y E D I S ' 5 @ 541'1" AVE GRADE PLATE STEEL AWNING CUSTOM FULL HT GUTTER MEMBRANE ROOF BRAKE METAL TO MATCH WINDOWS PLATE STEEL AWNING BEYOND 12" 1 3/4" 100 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 101 102 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 103 104 105 106 107 109 110A 111 112 113A 114 115 116 110B 113B 5' - 0" SIDE SETBACK REF NOTE 3/A5.1 DRIVEWAY REMARK ON SCH: DOOR FINISH FLUSH WITH SIDING BRAKE METAL TO MATCH WINDOWS GRADE BEAM BEYOND CANTILEVER FLOOR STRUCTURE CANTILEVERED FLOOR STRUCTURE FACED WITH PAINTED PLATE STEEL; TYP RAISED CONCRETE PATIO BEYOND 5' - 0" SIDE SETBACK ° 0 5 . 0 4 K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P E D I S ) ' 1 4 5 ( E D A R G @ T H G N D L U B X A M I I / " 8 7 5 - ' 3 1 " 0 - ' 5 1 ' 1 4 5 @ T R A T S @ 541' AVE GRADE 1. GENERAL NOTES 1. WINDOW SIZES ARE OF NOMINAL SIZES AND NOT ACTUAL DIMENSIONS. THESE ARE TO BE CONSIDERED PRELIMINARY ONLY AND BE FINALIZED ONCE THE MANUFACTURER'S SHOP DRAWINGS ARE PRODUCED AND RELEASED TO THE ARCHITECT FOR REVIEW. HINGED SIDE WIDTH T H G E H I 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT " 1 - ' 0 1 T H E T A L P 2. ABBREVIATIONS MISC MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" AFF - ABOVE FINISHED FLOOR AMC - ALUMINUM MULL COVER (BY WINDOW MANUFACTURER) AWN - AWNING - CENTERLINE CLG - CEILING COL - COLUMN CONC - CONCRETE CSMT - CASEMENT DH - DOUBLE HUNG DS - DOWNSPOUT FD - FURR DOWN FXD - FIXED GWB - GYPSUM WALL BOARD HB - HOSE BIB HDR - HEADER HDWD - HARDWOOD MAS - MASONRY MFCTR - MANUFACTURER MTL - METAL OPT - OPTIONAL PG - PAINT GRADE SDL - SIMULATED DIVIDED LITE TEMP - TEMPERED GLASS TS - TUBE STEEL VWA - VERIFY WITH ARCHITECT VWB - VERIFY WITH BUILDER VWE - VERIFY WITH ENGINEER (STRUCTURAL) VWID - VERIFY WITH INTERIOR DESIGNER VWLD - VERIFY WITH LIGHTING DESIGNER VWME - VERIFY WITH MECHANICAL ENGINEER VWO - VERIFY WITH OWNER WDW - WINDOW WD - WOOD 3. LEGEND s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w 1 SOUTH ELEVATION 3/16" = 1'-0" 45.00° MCMANSION SETBACK TENT CUSTOM FULL HT GUTTER MEMBRANE ROOF REF ROOF PLAN BRAKE METAL TO MATCH WINDOWS PLASTER " 0 - ' 5 1 ' 1 4 5 @ T R A T S / " 8 7 5 - ' 3 1 " 1 - ' 0 1 T H E T A L P ) ' 1 5 4 ( E D A R G @ T H G N D L U B X A M I I MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" @ 541' AVE GRADE 2 NORTH ELEVATION 01 3/16" = 1'-0" CUSTOM FULL HT GUTTER MEMBRANE ROOF BRAKE METAL TO MATCH WINDOWS 12" 1 3/4" 122 121 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 125A 125B 123 124 128 129 130 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 131 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) " 1 - ' 0 1 T H E T A L P 5' - 0" SIDE SETBACK REF NOTE 3/A5.1 E N I L Y T R E P O R P E D I S K C A B T E S D R A Y E D I S ' 5 CANTILEVERED FLOOR STRUCTURE FACED WITH PAINTED PLATE STEEL; TYP GRADE BEAM BEYOND CANTILEVER FLOOR STRUCTURE PLATE STEEL TO MATCH FLOOR FASCIA STEEL METAL DOOR TO CRAWL SPACE ANGLED BUILDING (REF ELEVATION 3/A5.1) PLATE STEEL AWNING BEYOND DOOR FLUSH W/ SIDING. TYP REMARK ON DOOR SCH. 122 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 125A 125B 121 123 124 126 127 128 129 130 WOOD SIDING (STAINED) VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) 131 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) RAISED PATIO BEYOND CANTILEVER FLOOR STRUCTURE PLATE STEEL TO MATCH FLOOR FASCIA PANEL METAL PANEL DOOR TO CRAWL SPACE DOOR FLUSH W/ SIDING. TYP REMARK ON DOOR SCH. MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" 3 NORTH ELEVATION 02 CANTILEVERED FLOOR STRUCTURE FACED WITH PAINTED PLATE STEEL; TYP GRADE BEAM BEYOND ANGLED BUILDING (REF ELEVATION 2/A5.1) 3/16" = 1'-0" CUSTOM FULL HT METAL GUTTER MEMBRANE ROOF (DARK GREY) DOOR TO MATCH METAL PANELING. REF: DOOR SCH. EXISTING HOUSE (NO CHANGE) OFFSET STEEL BEAM PER ENG; (REF DETAIL X/XXX) PLATE STEEL AWNING; PER ENG (REF DETAIL X/XXX) 12" 1 3/4" 12" 3/4" 3.5" PIPE COLUMN; VWE OPEN TO BEYOND 118A 118B 117 119 120 VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) " 1 - ' 0 1 T H E T A L P " 8 / 7 5 - ' 3 1 ) ' 1 4 5 ( E D A R G @ T H G N D L I U B X A M I MAIN FLOOR FFE 542' - 11" @ 541' AVE GRADE MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" MCMANSION SETBACK TENT ° 0 5 . 0 4 12" 1 3/4" " 1 - ' 0 1 T H E T A L P " 8 / 7 8 - ' 3 1 " 0 - ' 5 1 ' " 1 1 4 5 @ T R A T S ' ) " 1 1 5 4 ( E D A R G @ T H G N D L I U B X A M I @541'1" AVE GRADE K C A B T E S D R A Y E D I S ' 5 E N I L Y T R E P O R P E D I S 5' - 0" SIDE SETBACK EXISTING NON CONFORMING STUCTURE. REF: NON-CONFORMING STRUCTURE DIAGRAMS 3&5 /A0.8 12" 1/2" 12" 1 3/4" MEMBRANE ROOF CUSTOM FULL HT GUTTER 12" 1 3/4" EXISTING BUILDING (NO CHANGE) OFFSET STEEL BEAM PER ENG; (REF DETAIL X/XXX) PLATE STEEL AWNING; PER ENG (REF DETAIL X/XXX) VERTICAL WOOD SIDING (STAINED BLACK - WOOD GRAIN VISIBLE) " 1 - ' 0 1 T H E T A L P " 8 / 7 8 - ' 3 1 3.5" PIPE COLUMN; VWE ) ' 1 4 5 ( E D A R G @ T H G N D L I U B X A M I FINISHED FLOOR EXISTING GRADE (GROUND) FINISHED GRADE (GROUND) WOOD SIDING STUCCO VENEER CONCRETE E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date MAIN FLOOR FFE 542' - 11" EXIST GARAGE FFE 541' - 9" FEB 26, 2025 EXTERIOR ELEVATIONS 0' 6' 12' 24' Copyright 2025, James D. LaRue Architecture Design, Inc. Drawn By: Braydn Voorhees A5.1 CANTILEVER FLOOR STRUCTURE CANTILEVERED FLOOR STRUCTURE FACED WITH PAINTED PLATE STEEL; TYP VERTICAL, FLUSH SEAM METAL PANELING (VWA) GRADE BEAM BEYOND WOOD SIDING (STAINED) RAISED CONCRETE LANDING REF NORTH ELEVATION 2+3/A5.1 BUILDING BEYOND @ 541' AVE GRADE 4 EAST ELEVATION 3/16" = 1'-0" 5 WEST ELEVATION 3/16" = 1'-0" EXTERIOR ELEVATIONS 3/16" = 1'-0" Mark Room Width Height Head Height Jamb Width Window Type No. of Lites Tempered Glass Window Remarks Mark Interior/Exteri or Room Swing Type Width Height Thickness Door Material Finish Lite Style Remarks Window Schedule Door Schedule 103 104 106 107 108 109 110A 110B 111 112 113A 113B 114 115 116 117 118A 118B 119 122 123 124 125A 125B 126 127 128 130 OFFICE OFFICE MUSIC ROOM MUSIC ROOM MUSIC ROOM MUSIC ROOM BEDROOM 01 BEDROOM 01 BEDROOM 01 BEDROOM 01 BEDROOM 01 BEDROOM 01 BEDROOM 01 BATH 01 BATH 01 BATH 01 BATH 01 BATH 01 BATH 01 BATH 02 GYM GYM GYM GYM MUSIC ROOM MUSIC ROOM MUSIC ROOM BATH 03 2' - 6" 4' - 6" 7' - 0" 2' - 6" 5' - 5 1/2" 6' - 8 1/4" 2' - 6" 2' - 6" 6' - 0" 6' - 0" 2' - 6" 2' - 6" 1' - 0" 7' - 0" 4' - 4" 3' - 6 1/2" 2' - 0" 2' - 0" 4' - 0" 0' - 5 1/2" 7' - 0" 7' - 0" 2' - 6" 2' - 6" 5' - 11 1/2" 2' - 6" 7' - 0" 2' - 9 3/4" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 0" 2' - 0" 10' - 0" 10' - 0" 8' - 0" 2' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 0" 2' - 0" 10' - 0" 5' - 0" 10' - 0" 10' - 0" 8' - 0" 2' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3' - 2" 10' - 0" 10' - 0" 10' - 0" 3' - 2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 2' - 0" 10' - 0" 8' - 6" 10' - 0" 10' - 0" 10' - 0" 2' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT FIXED FIXED FIXED FIXED FIXED CASEMENT FIXED FIXED FIXED CASEMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y mull w/ 104 mull w/ 103 mull w/ 105 & 107 mull w/ 104 mull w/ 107 & 109 mul w/ 108 & 110ab mull w/ 109 & 111 mull w/ 109 & 111 mull w/ 110ab & 112 mull w/ 111 &113ab mull w/ 112 & 114 mull w/ 112 & 114 mull w/ 113ab &115 mull w/ 114 & 116 mull w/ 115 & 117 mull w/ 116 & 118 mull w/ 117 & 118B mull w/ 117 & 118A site glazed (opaque) mull w/ 125ab mull w/ 124 mull w/ 124 mull w/ 104 mull w/ 129 &127 EXTERIOR 100 101 102 105 120 121 129 131 INTERIOR 101.1 103.1 103.2 104.1 106.1 107.1 109.1 110.1 EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR GARAGE GARAGE OFFICE MUSIC ROOM UTILITY MECH 01 MUSIC ROOM GARAGE BEDROOM 01 BATH 01 BATH 01 GYM BATH 02 STORAGE OFFICE BATH 03 GARAGE DOOR HINGED HINGED HINGED HINGED HINGED HINGED HINGED POCKET POCKET POCKET HINGED HINGED HINGED POCKET HINGED 20' - 0" 3' - 0" 2' - 6" 3' - 0" 2' - 8" 2' - 8" 3' - 0" 3' - 0" 4' - 1" 4' - 0" 2' - 8" 3' - 0" 2' - 6" 2' - 6" 4' - 0" 3' - 0" 9' - 0" 9' - 0" 8' - 0" 10' - 0" 8' - 0" 8' - 6" 10' - 0" 8' - 0" 10' - 0" 10' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 9' - 11" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" WOOD WOOD WOOD STEEL METAL WOOD STEEL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD PAINTED PAINTED PAINTED METAL PAINTED PAINTED PAINTED PAINTED SOLID SOLID SOLID FULL LITE SOLID SOLID FULL LITE SOLID SOLID SOLID SOLID SOLID SOLID SOLID PAINTED SOLID FLUSH MOUNTED, CLAD W/ WOOD SIDING FLUSH MOUNTED, CLAD W/ WOOD SIDING FLUSH MOUNTED, CLAD W/ WOOD SIDING mull w/ 128 CLAD W/ EXTERIOR PLATE STEEL SIDING FLUSH MOUNTED, CLAD W/ WOOD SIDING mull w/ 128 FLUSH MOUNTED, CLAD W/ WOOD SIDING CLAD TO MATCH CASEWORK CLAD TO MATCH CASEWORK CLAD TO MATCH CASEWORK CLAD TO MATCH CASEWORK CLAD TO MATCH CASEWORK ABBREVIATIONS FXD: FXD DS: FXD SS: TDL: SDL: FIXED FIXED DIRECT SET FIXED SASH SET TRUE DIVIDED LITE SIMULATED DIVIDED LITE AWNING FIXED SASH SET HOPPER CASEMENT FIXED DIRECT SET NOTES 1. HEAD HEIGHT: MEASURED TO TOP OF WINDOW FRAME; SEE MANUFACTURER FOR ROUGH OPENING DIMENSIONS. 2. TEMPERED GLASS: VERIFY LOCATIONS WITH WINDOW MANUFACTURER. WALL SHEATHING 1. SHEATH WINDOW OPENING APPLY STANDARD EXTERIOR SHEATHING TO STUD WALL AS NORMAL. 2. TROWEL OR SPRAY ON FLUID APPLIED AIR/VAPOR BARRIER APPLY AIR/VAPOR BARRIER ALONG ENTIRE SURFACE OF THE WALL AND INSIDE ALL OPENINGS EITHER BY TROWELING OR SPRAYING DIRECTLY ONTO SHEATHING. SELECT APPROPRIATE TYPE ACCORDING TO THE TYPE OF FINISH VENEER 3. WINDOW INSTALLATION 4. REAPPLY FLUID APPLIED AIR/VAPOR BARRIER OVER ENTIRE NAILING FLANGE INSTALL THE WINDOW BY NAILING THE WINDOW FLANGE DIRECTLY ONTO THE COATED SHEATHING AS SHOWN. GENEROUSLY RETROWEL OR RESPRAY AIR/VAPOR BARRIER OVER NAILING FLANGE AROUND ENTIRE WINDOW. 5 2 / 0 1 / 1 0 C H I T E CT E S A R A D E R U LA R N A E D S E M JA E T REGIS X E T 7 6 6 2 1 F O E S T AT s t c e t i h c r a e u r a l . d s e m a j , y w h x t f o l a t i p a c . n 0 0 5 6 4 7 8 7 x t , n i t s u a 0 1 1 e t s , 8 g d b l . 8 8 6 1 7 4 3 2 1 5 . m o c . s t c e t i h c r a - e u r a l . w w w E C N E D I S E R N O S L E N I E L C R C E H T 0 0 2 4 0 7 8 7 S A X E T , I N T S U A Revision Schedule Revision Number Revision Date FEB 26, 2025 DOOR & WINDOW SCHEDULES A11.1 8. THE CONTRACT STRUCTURAL DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART FOR SHOP DRAWING SUBMITTALS. 7. LABORATORY MOISTURE-DENSITY CURVE OR CURVES AS REQUIRED AND RESULTS OF AT LEAST 2 FIELD DENSITY CHECKS PER LIFT ARE TO BE SUBMITTED TO THE ARCHITECT OR ENGINEER. GENERAL CONDITIONS DETAILS. 1. THESE GENERAL NOTES SHALL APPLY UNLESS SPECIFICALLY NOTED ON THE PLANS AND 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 3. DISCREPANCIES AND/OR VARIATIONS SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT AND ENGINEER. 4. CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE 2021 INTERNATIONAL RESIDENTIAL CODE. 5. THE STRUCTURAL SYSTEM OF THE BUILDING IS DESIGNED TO PERFORM AS A COMPLETED UNIT. PRIOR TO COMPLETION OF THE STRUCTURE, THE STRUCTURAL COMPONENTS MAY BE UNSTABLE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SHORING AND/OR BRACING AS REQUIRED FOR THE STABILITY OF THE INCOMPLETE STRUCTURE AND FOR THE SAFETY OF ALL ON-SITE PERSONNEL. 6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. THE DRAWINGS SHOW ONLY REPRESENTATIVE AND TYPICAL DETAILS TO ASSIST THE CONTRACTOR. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. ALL ATTACHMENTS, CONNECTIONS, FASTENINGS, ETC., SHALL BE PROPERLY SECURED IN CONFORMANCE WITH THE BEST PRACTICE, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING THEM. 9. CONTRACTORS SHALL NOTE THAT A MINIMUM OF TWO WEEKS IS REQUIRED TO REVIEW ALL SHOP DRAWING SUBMITTALS. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED SITE VISITS. 11. THE GEOTECHNICAL REPORT IS A SEPARATE DOCUMENT (NOT PART OF THE CONTRACT DOCUMENTS) FURNISHED BY THE PROJECT OWNER. THE CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT FOR REFERENCE AS IT DESCRIBES SUB-SURFACE CONDITIONS THAT MAY BE ENCOUNTERED DURING INSTALLATION OF FOUNDATIONS AND CONTAINS OTHER INFORMATION PERTINENT TO CONSTRUCTION DRAWINGS. 12. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO REVIEW THE FINAL DESIGN PLANS AND SPECIFICATIONS SO COMMENTS CAN BE MADE REGARDING INTERPRETATION AND IMPLEMENTATION OF THE GEOTECHNICAL RECOMMENDATIONS IN THE DESIGN AND SPECIFICATIONS. 13. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE TESTING AND OBSERVATIONS DURING EXCAVATION, GRADING, FOUNDATION INSTALLATION, AND OTHER CONSTRUCTION PHASES OF THE PROJECT. 1. BUILDING CODE: 2021 INTERNATIONAL RESIDENTIAL CODE 20 PSF (REDUCIBLE) 40 PSF 16 PSF 20 PSF 150 PCF 5 PSF 1.0 115 MPH 1.0 "B" A D 1.0 DESIGN CRITERIA 2. GRAVITY LOADS: A. DEAD LOADS 1) ROOF 2) 2ND FLOOR 3) CONCRETE B. LIVE LOADS 1) ROOF 2) FLOORS C. SNOW LOADS 1) GROUND SNOW LOAD, Pg 2) IMPORTANCE FACTOR, I 3. LATERAL LOADS A. WIND LOADS 1) WIND SPEED (ULT.) 2) IMPORTANCE FACTOR, I 3) EXPOSURE B. SEISMIC LOADS 1) SEISMIC DESIGN CATEGORY 2) SITE CLASS 3) SEISMIC IMPORTANCE FACTOR, IE CONCRETE REINFORCEMENT SLABS ON GRADE (TOP)........1 1/2 IN. GRADE BEAMS AND PIERS TOPS...................1 1/2 IN. SIDES..........................3 IN. BOTTOMS.................3 IN. OTHER................1 1/2 IN. GENERAL NOTES FOUNDATION SUBGRADE PREPARATIONS TIMBER NOTES PLYWOOD DECKING AND SHEATHING 1. THE FOUNDATIONS HAVE BEEN DESIGNED USING AN ALLOWABLE SOIL BEARING VALUE OF 1,500 PSF FOR SPREAD FOOTINGS IN ACCORDANCE WITH TABLE R401.4.1 IN THE 2021 INTERNATIONAL RESIDENTIAL CODE. ALL SUBGRADE PREPARATION SHALL BE OBSERVED, TESTED, AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING. 2. FOR A DISTANCE OF 3'-0" OUTSIDE THE BUILDING LINE, REMOVE AT LEAST 6" OF TOP SOIL, VEGETATION (TREE STUMPS AND MAJOR ROOT SYSTEMS SHALL BE COMPLETELY REMOVED), DEBRIS, ETC., AND ANY ADDITIONAL AMOUNT REQUIRED TO ENSURE THAT FINAL GRADING WILL PROVIDE A MINIMUM OF 6" OF SELECT FILL BELOW BOTTOM OF THE SLAB. REMOVAL OF SURFICIAL SOIL CAN BE STOPPED IF LIMESTONE IS ENCOUNTERED. 3. REWORK AND COMPACT THE TOP 6" OF THE EXPOSED SUBGRADE TO 95% OF MAXIMUM DRY DENSITY AT 2% TO 3% ABOVE OPTIMUM MOISTURE CONTENT, IN ACCORDANCE WITH ASTM METHOD D 698. DO NOT ALLOW THE EXPOSED SUBGRADE TO DRY OUT PRIOR TO PLACING THE STRUCTURAL FILL. 4. FILL BACK TO REQUIRED GRADE WITH MATERIAL SELECTED AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS BELOW. FILL SHALL EXTEND AT LEAST 3'-0" BEYOND THE FOUNDATION PERIMETER AND SLOPE DOWN AT NOT MORE THAN ONE TO TWO SLOPE TO NATURAL SOIL EXCEPT AT DEEP BEAM CONDITIONS. 5. SELECT FILL SHALL BE CRUSHED LIMESTONE BASE MATERIAL, MEETING THE REQUIREMENTS OF TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT) 2004 STANDARD SPECIFICATIONS ITEM 246, TYPE A, GRADE 3. 1. UNLESS NOTED OTHERWISE, ALL STRUCTURAL FRAMING LUMBER SHALL BE CLEARLY MARKED NO. 2 K.D. PINE BY THE SPIB WITH A MINIMUM Fb=1000 PSI. ALL WALL STUDS SHALL BE S-P-F LUMBER, NO. 2 OR BETTER. 1. ALL PLYWOOD SHEATHING AT WALLS SHALL BE 15/32" THICK GRADE C-D WITH EXTERIOR GLUE. PROVIDE SOLID 2" BLOCKING AT ALL JOINTS IN PLYWOOD SHEAR WALLS. ORIENTED STRAND BOARD MAY BE USED IN LIEU OF PLYWOOD AT CONTRACTOR'S OPTION. 2. SOLID 2" BLOCKING SHALL BE PROVIDED AT THE ENDS AND POINTS OF SUPPORT OF ALL JOISTS, RAFTERS, AND PURLINS, AND SHALL BE PLACED BETWEEN SUPPORTS IN ROWS NOT EXCEEDING 8'-0" APART. ALL WALLS SHALL HAVE SOLID 2" BLOCKING AT 8'-0" O.C. MAX. VERTICALLY. END NAIL WITH (2)-16d NAILS OR SIDE TOE NAIL WITH (2)-12d NAILS. ALL BLOCKING SHALL BE SAME DEPTH AS MEMBERS BEING BLOCKED. 3. ALL CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE FASTENING SCHEDULE (TABLE 2304.9.1). (IRC) ALL CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE FASTENING SCHEDULE (TABLE R602.3(1)). 4. ALL WOOD STUD WALLS SHALL BE FULL HEIGHT WITHOUT INTERMEDIATE PLATE LINE UNLESS DETAILED OTHERWISE. 2. ALL PLYWOOD DECKING AT ROOFS SHALL BE 19/32" THICK GRADE C-D WITH EXTERIOR GLUE. ALL JOINTS IN PLYWOOD DECKING SHALL BE STAGGERED. 3. ALL WALL SHEATHING AND ROOF DECKING SHALL BE NAILED TO SUPPORTING MEMBERS ALONG THE EDGES WITH 8d NAILS SPACED AT 6" O.C. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS SPACED AT 12" O.C. 1 3/4" 16 GAGE STAPLES CAN BE USED IN LIEU OF NAILS FOR EXTERIOR SHEATHING PROVIDED THAT STAPLES ARE SPACED AT 3" O.C. AT ALL EDGES AND 6" O.C. AT ALL INTERMEDIATE SUPPORTS. 4. ALL PLYWOOD DECKING AT FLOORS SHALL BE 1 1/8" THICK GRADE C-D WITH EXTERIOR GLUE. ALL JOINTS IN PLYWOOD DECKING SHALL BE STAGGERED. GLUE AND SCREW ALL FLOOR DECKING TO WOOD FRAMING MEMBERS. 5. FLOOR DECKING SHALL BE SCREWED TO SUPPORTING MEMBERS ALONG THE EDGES WITH 2 1/2" LONG #8 WOOD SCREWS SPACED AT 6" O.C. AND AT INTERMEDIATE SUPPORTS WITH 2 1/2" LONG #8 WOOD SCREWS SPACED AT 12" O.C. 5. INCLUDE AN ALLOWANCE FOR 200 BOARD FEET OF LUMBER TO BE USED AS DIRECTED IN THE FIELD FOR SPECIAL CONDITIONS NOT COVERED BY NOTE OR DRAWING (LABOR FOR ERECTING SAME TO BE INCLUDED). UPON COMPLETION OF PROJECT, REBATE TO OWNER ANY AMOUNT REMAINING. STRUCTURAL STEEL NOTE: SANDY LOAM IS NOT ACCEPTABLE SELECT FILL MATERIAL OR ANY MATERIAL CONTAINING ANY ORGANIC MATTER. 6. PROVIDE STUD COLUMNS PER SCHEDULE ON FRAMING PLANS AT EACH END OF ANY BEAM, HEADER, RIDGE, VALLEY UNLESS NOTED OTHERWISE. 6. SELECT FILL SHALL BE COMPACTED IN THE FIELD IN LOOSE LIFTS NOT TO EXCEED 8" IN THICKNESS TO A MINIMUM OF 95% OF MAXIMUM LABORATORY DENSITY (FILL SHALL BE WITHIN 2% OF OPTIMUM MOISTURE CONTENT DURING COMPACTION) AS DETERMINED BY ASTM D 698. FIELD DENSITIES SHALL BE CHECKED IN ACCORDANCE WITH ASTM D-2922. 7. ALKALINE COPPER QUATERNARY (ACQ) PRESSURE TREATED LUMBER PRODUCTS ARE HIGHLY CORROSIVE TO METAL CONNECTORS AND FASTENERS. ALL FASTENERS AND METAL CONNECTORS USED IN CONJUNCTION WITH THE ACQ PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED (MIN. G185 COATING) OR TYPE 304 OR 316 STAINLESS STEEL. THESE LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 8. BEAM TRENCHES SHALL BE CUT DIRECTLY INTO COMPACTED FILL TO PLAN DIMENSIONS AND SACKING OF TRENCHES WILL BE PERMITTED FOR INSIDE OF PERIMETER BEAMS. IN CASE SACKING IS USED, DENSITY TESTING WILL NOT BE PERFORMED CLOSER THAN 4'-0" FROM THE INSIDE OF THE PERIMETER BEAM FACE. 9. ALL FOUNDATION EXCAVATIONS SHALL BE EXTENDED TO FINAL GRADE AND THE FOOTINGS CONSTRUCTED AND POURED AS SOON AS POSSIBLE TO MINIMIZE POTENTIAL DAMAGE (DUE TO WETTING AND/OR DRYING) TO BEARING SOILS. FOUNDATION CONCRETE SHALL NOT BE PLACED ON SOILS THAT HAVE BEEN DISTURBED BY RAINFALL OR SEEPAGE. 10. EXTEND ALL PERIMETER GRADE BEAMS A MINIMUM OF 1'-6" BELOW EXISTING GRADE. • ANCHOR BOLTS AT SOLE PLATE TO FOUNDATION • MUD SILL ANCHORS AT SOLE PLATE TO FOUNDATION • NAILS FROM SOLE PLATE TO WALL STUDS • NAILS AT EXTERIOR PLYWOOD SHEATHING TO SOLE PLATE • BOLTS AT LEDGER TO CONCRETE • • ALL HANGERS ON TREATED JOISTS • PLYWOOD DECKING TO TREATED JOISTS • WOOD POSTS TO CONCRETE • NAILS AT FLOOR JOISTS AND RIM JOISTS TO SOLE PLATE • DECK BOARDS TO TREATED JOISTS JOIST TO TREATED LEDGER CONNECTIONS 11. PROVIDE 10 MIL. VAPOR BARRIER UNDER ALL CONCRETE SLABS AND GRADE BEAMS. VAPOR BARRIER SHALL CONFORM TO ASTM E 1745 CLASS A REQUIREMENTS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM E 1643-98. 12. ANY STANDING WATER ON THE SURFACE OF THE VAPOR BARRIER SHALL BE REMOVED OR DRIED PRIOR 1. ALL LVL'S SHALL BE FABRICATED TO STANDARDS SET FORTH IN THE NATIONAL EVALUATION SERVICE (NES) REPORT NO. NER-481 AND SHALL PROVIDE MINIMUM ALLOWABLE DESIGN VALUES OF 2600 PSI IN BENDING (2600 Fb), 285 PSI IN HORIZONTAL SHEAR PERPENDICULAR TO THE GLUE LINE (285 Fv), AND 1,900,000 PSI IN MODULUS OF ELASTICITY (1.8E). LAMINATED VENEER LUMBER TO CONCRETE PLACEMENT. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318). ALL CONCRETE FLOOR AND SLAB CONSTRUCTION SHALL CONFORM TO ACI 302.1R-04. ALL CONCRETE WORK SHALL ALSO CONFORM TO THE LATEST "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301. 2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: 28 DAY COMPRESSIVE STRENGTH.....................................................3,000 PSI MINIMUM CEMENT CONTENT...........................................................520-610 LB/CY WATER / CEMENT RATIO.....................................................................0.47-0.55 SLUMP RANGE.........................................................................................1" MIN - 3" MAX NOMINAL MAX AGGREGATE SIZE....................................................1" AIR CONTENT FOR TROWEL-FINISHED INTERIOR SLABS..........LESS THAN 3% FLY ASH CAN BE SUBSTITUTED FOR CEMENT UP TO 30% BY WEIGHT. CALCIUM CHLORIDE IS NOT ACCEPTABLE FOR USE IN MIX. FURNISH MIX DESIGNS FOR ALL CLASSES OF CONCRETE. RETAIN A QUALIFIED TESTING LABORATORY TO MAKE CONCRETE CYLINDERS AND PERFORM COMPRESSIVE TESTS. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150. AGGREGATE SHALL CONFORM TO ASTM C-33. 4. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR VERIFICATION OF ALL DEPRESSIONS, OPENINGS, CAST-IN-PLACE ACCESSORIES, ETC. 5. ALL FLOOR SLABS SHALL BE CONSTRUCTED TO HAVE A MINIMUM FLATNESS OF Ff=35 AND A MINIMUM LEVELNESS OF Fl=25 IN ACCORDANCE WITH ASTM E 1155. 6. CURE CONCRETE SURFACE EITHER BY WATER CURING, WET COVERING, OR APPLYING A LIQUID MEMBRANE-FORMING CURING COMPOUND THAT MEETS OR EXCEEDS THE REQUIREMENTS OF ASTM C 309. 7. WHEN WATER CURING OR WET COVERING IS USED PROVIDE 7 DAYS OF UNINTERRUPTED CURING. 8. IF A CURING COMPOUND IS USED, PROVIDE A LETTER OF COMPATIBILITY FROM THE MFR. INSURING THAT THE CURING COMPOUND WILL NOT INTERFERE WITH SUBSEQUENT FLOOR FINISHES. 9. EMBEDDED CONDUITS AND PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI 318-14, A. CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM (OTHER THAN THOSE PASSING THROUGH) SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, WALL, OR BEAM IN WHICH THEY ARE EMBEDDED. B. CONDUITS, PIPES, AND SLEEVES SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR WIDTHS ON CENTER. C. CONDUITS, PIPES, AND SLEEVES SHALL BE OF UN-COATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 PIPE. POST-INSTALLED ANCHORS THE BELOW PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION AND PROJECT BUILDING CODE. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE E.O.R. INDICATING TRAINING HAS TAKEN PLACE. REFER TO THE BUILDING CODE AND/OR EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD REQUIREMENTS. 1. FOR ANCHORING INTO CRACKED AND UNCRACKED CONCRETE A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND/OR SIMPSON STRONG-TIE “STRONG-BOLT 2” (ICC-ES ESR-3037) ICC-ES AC193 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. PRE-APPROVED PRODUCTS INCLUDE: i. ii. SIMPSON STRONG-TIE “TITEN-HD” (ICC-ES ESR-2713) iii. SIMPSON STRONG-TIE “TORQ-CUT” (ICC-ES ESR-2705) iv. SIMPSON STRONG-TIE “TITEN-HD ROD HANGER” (ICC-ES ESR-2713) B. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 AND/OR ICC- ES AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. ADHESIVE ANCHORS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER WHERE DESIGNATED ON THE CONTRACT DOCUMENTS. PRE-APPROVED PRODUCTS INCLUDE: i. SIMPSON STRONG-TIE “AT-XP” (IAPMO-UES ER-263) ii. SIMPSON STRONG-TIE “SET-XP” (ICC-ES ESR-2508) 2. FOR ANCHORING THREADED STUDS AND FASTENERS INTO CONCRETE MASONRY AND STEEL A. POWDER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ES AC70. PRE-APPROVED PRODUCTS INCLUDE: i. SIMPSON STRONG-TIE “POWDER ACTUATED PINS” (ICC-ES ESR-2138) B. GAS-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ES AC70. NAIL PRE-APPROVED PRODUCTS INCLUDE: i. SIMPSON STRONG-TIE “GAS ACTUATED PINS” (ICC-ES ESR-2811) 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE LATEST AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS. 2. ALL WIDE-FLANGE BEAMS SHALL CONFORM TO ASTM A-992 (Fy=50 KSI). ALL TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B (Fy=46 KSI). ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A-53, GRADE B (Fy=35 KSI). ALL OTHER STEEL SHALL CONFORM TO ASTM A-36 (Fy= 36 KSI). 3. ALL ERECTION BOLTS SHALL BE ASTM A-307. ALL PERMANENT BOLTS SHALL BE ASTM A-325 UNLESS OTHERWISE SHOWN OR NOTED. FURNISH HARDENED WASHERS AT ALL BOLTED CONNECTIONS, INCLUDING ANCHOR BOLTS. 4. ALL BEAMS AND COLUMNS SHALL BE FULL LENGTH WITHOUT SPLICES UNLESS OTHERWISE INDICATED ON PLANS. 5. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR VERIFICATION OF ALL BOLTS, BLOCKING ANCHORS, ETC., FOR THE ANCHORAGE OF THEIR RESPECTIVE ITEMS. 6. ALL SHOP AND FIELD WELDS SHALL BE MADE BY WELDERS WHO HAVE BEEN QUALIFIED AND CERTIFIED TO MAKE THE REQUIRED WELDS IN ACCORDANCE WITH THE LATEST AMERICAN WELDING SOCIETY SPECIFICATIONS A.W.S. D1.1. 7. ALL WELDS SHALL BE PERFORMED USING E70 ELECTRODES. ALL FILLET WELDS SHALL BE 3/16" UNLESS OTHERWISE NOTED. 8. DESIGN OF ALL CONNECTIONS NOT SHOWN SHALL BE PERFORMED BY THE FABRICATOR UNDER THE SUPERVISION OF A REGISTERED ENGINEER. CONNECTIONS SHALL CONFORM TO AISC SPECIFICATIONS, AND SHALL BE CAPABLE OF SUPPORTING 55% OF THE MAXIMUM LOAD OF THE MEMBER FOR THE SPAN SHOWN AND THE MATERIAL SPECIFIED IN THE AISC HANDBOOK, LATEST EDITION. 9. SHOP DRAWINGS SHALL BE PREPARED FOR ALL MISCELLANEOUS STEEL ITEMS INCLUDING STAIRS AND HANDRAILS FOR REVIEW BY THE ARCHITECT AND ENGINEER. CALCULATIONS SHALL BE SUBMITTED WITH THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS. 10. ALL STRUCTURAL STEEL, EXCEPT EMBEDDED ITEMS, SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT. 11. EDGE ANGLES AT PERIMETERS OF FLOORS AND ROOFS NOTED AS "CONTINUOUS" ON DETAILS SHALL BE BUTT WELDED AT SPLICES TO DEVELOP FULL ALLOWABLE TENSILE STRENGTH OF MEMBER. 12. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED G-90 COATING. ANY DAMAGE TO THE GALVANIC MATERIAL DURING WELDING SHALL BE TOUCHED UP WITH GALVANIZING REPAIR PAINT: HIGH-ZINC-DUST- CONTENT PAINT FOR REGALVANIZING WELDS AND REPAIR PAINTING GALVANIZED STEEL, WITH DRY FILM CONTAINING NOT LESS THAN 93 PERCENT ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD-P-21035A OR SSPC-PAINT 20. 2021 IRC NAILING SCHEDULE CONNECTIONS 1 JOIST TO SILL, TOP PLATE OR GIRDER, TOE NAIL 2 1"X6" SUBFLOOR OR LESS TO EA JOIST, FACE NAIL 3 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 4 BTM. PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING 5 TOP OR BOTTOM PLATE TO STUD 6 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS), FACE NAIL 7 DOUBLE STUDS, FACE NAIL 8 TOP PLATE TO TOP PLATE, FACE NAIL 9 BAND OR RIM JOIST TO JOIST, END NAIL 10 DOUBLE TOP PLATE SPLICE, MINIMUM 24-INCH LAP SPLICE LENGTH EACH SIDE OF JOINT, FACE NAIL ON EACH SIDE OF END JOINT FASTENERS (COMMON NAILS) 3-8D 2-8D 2-16D 2-16D AT 16" O.C. 4-8D TOE NAIL 2-16D END NAIL 16D AT 16" O.C. 16D AT 24" O.C. 16D AT 16" O.C. 3-16D 12-16D 11 (A.) BLOCKING BTWN. CEILING JOISTS, RAFTERS OR TRUSSES TO 3-8D TOE NAIL TOP PLATE OR OTHER FRAMING BELOW (B.) BLOCKING BTWN. RAFTERS OR TRUSS NOT AT THE WALL TOP PLATES, TO RAFTER OR TRUSS (C.) FLAT BLOCKING TO TRUSS AND WEB FILLER 12 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE, TOE 2-8D EACH END TOE NAIL 2-16D END NAIL 16D @ 6" O.C. FACE NAIL 8D AT 6" O.C. 13 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 14 BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 15 LEDGER STRIP SUPPORTING JOIST OR RAFTERS, FACE NAIL 16 CEILING JOIST TO TOP PLATE, TOENAIL/JOIST 17 CONTINUOUS HEADER TO STUD, TOE NAIL 18 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL 19 CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 20 RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL 21 1" BRACE TO EA STUD AND PLATE, FACE NAIL 22 1"X6" SHEATHING TO EA BEARING, FACE NAIL 23 1"X8" SHEATHING TO EA BEARING, FACE NAIL 24 WIDER THAN 1"X8" SHEATHING TO EA BEARING, FACE NAIL 25 STUD TO STUD (NOT AT BRACED WALL PANELS), FACE NAIL 26 BUILT-UP GIRDERS AND BEAMS 2-INCH LUMBER LAYERS, FACE NAIL 27 2" PLANKS, EACH BEARING 28 ROOF RAFTER TO RIDGE, VALLEY, OR HIP RAFTERS OR ROOF RAFTER TO MIN. 2" RIDGE BEAM 29 BRIDGING TO JOIST, TOE NAIL EACH END 30 COLLAR TIE TO RAFTER, FACE NAIL AT EACH RAFTER 2-16D 16D AT 16" O.C. ALONG EACH EDGE 3-16D AT EACH JOIST OR RAFTER 3-8D 4-8D 3-16D TABLE R802.5.2(1) 2-10D ONE SIDE 1-10D OTHER SIDE 2-8D 2-8D 3-8D 3-8D 16D @ 24" O.C. 20D @ 32" O.C. AT TOP AND BOTTOM AND STAGGERED, 2-20D @ ENDS AND AT EACH SPLICE 2-16D 3-10D, TOE NAIL/ 2-16D, END NAIL 2-10D 3-10D 1. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE", ACI 315 LATEST EDITION. 2. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE INCLUDING THE FOLLOWING REQUIREMENTS: 60. 3. STANDARD PROTECTIVE COVER OF REINFORCING BARS UNLESS OTHERWISE NOTED SHALL BE: 4. LAP REINFORCING 30 BAR DIAMETERS AT SPLICES UNLESS NOTED OR DETAILED OTHERWISE. 5. AT CORNERS AND "T" INTERSECTIONS OF ALL BEAMS EXTEND 4 CORNER BARS EQUAL TO THE SCHEDULED STEEL IN THE ADJACENT BEAMS 2'-0" EACH WAY, 2 BARS TOP AND 2 BARS BOTTOM. PROVIDE CORNER BARS AT ALL INTERMEDIATE REINFORCING BARS IN WALLS AND DEEP BEAMS 6. WELDING OR HEAT BENDING OF REINFORCING BARS SHALL NOT BE PERMITTED, UNLESS APPROVED BY THE ENGINEER. 7. PROVIDE (3) #4 X 3'-0' LONG DIAGONAL BARS AT ALL RE-ENTRANT CORNERS. 8. PROVIDE 1/2" DIAMETER X 10" LONG HOT DIPPED GALVANIZED ANCHOR BOLTS AT 4'-0" O.C. IN THE FOUNDATION AT THE LOCATIONS OF ALL EXTERIOR WOOD FRAMED WALLS. STEEL REINF. LAP SCHEDULE BAR SIZE 3 4 5 6 7 8 CONCRETE LAP SPLICE (INCHES) f'c = 3,000psi f'c = 3,500psi f'c = 4,000psi TOP OTHER TOP OTHER TOP OTHER 22 29 36 43 63 72 17 22 28 33 48 55 20 27 33 40 58 66 16 21 26 31 45 51 20 25 32 38 55 63 15 19 24 29 42 48 E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS GENERAL NOTES S0.0 FOUNDATION SHEET NOTES 1 5" CONCRETE SLAB REINFORCED WITH #4 BARS AT 16" O.C. EACH WAY OVER 10 MIL. POLY VAPOR BARRIER. REF. GENERAL NOTES FOR BASE AND SUBGRADE REQUIREMENTS, TYP 2 VERIFY/COORDINATE ALL SLAB DROP DIMENSIONS AND LOCATIONS INCLUDING MECHANICAL AND BATHROOM DROPS AND DRAINS WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 3 PROVIDE (3)#4x3'-0" LONG DIAGONAL BARS PLACED IN SLAB AT ALL RE-ENTRANT CORNERS 4 REFERENCE DETAIL 12/S3.0 FOR STEEL COLUMN EMBED PLATE. 5 DO NOT SCALE WALL LENGTH ON PLAN. REF. ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 6 REF. DET. 1/S4.1 FOR HDU2-SDS2.5 HOLD DOWNS NOTED ON PLAN. 7 NO BATTER BOARD OR FOUNDATION FORMWORK STAKES WITHIN THE ½ CRZ EXCEPT #5 REBAR W/ POINTED TIP. FORMWORK CANNOT ENCROACH INTO THE ¼ CRZ BEYOND THE EXISTING SLAB. USE A STRONG-BACK DESIGN TO GET ANY LARGER STAKES OUT OF THE ½ CRZ. E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 31'-8 1/2" 100'-3" 37'-8 1/2" 2'-0 1/2" 8'-2 1/2" 3'-0" 5'-7 1/2" 18'-10" 9'-6" 30'-4" 9'-0" 29'-4" 9'-4" 1'-6" 6" 1'-0" 9" THICK CANTILEVERED SLAB 1 ' - 0 " 8 8 S3.0 105.92° L O N G ) - 0 " ( 3 ' O . C . # 4 ' S A T 8 " HDU2-SDS2.5 HOLD DOWN " 8 / 5 0 - ' 9 1 1 S3.0 " 4 / 1 0 - ' 1 " 4 / 1 0 - ' 3 27'-10" " 2 / 1 5 - ' 6 " 0 - ' 5 HDU2-SDS2.5 HOLD DOWN VERIFY HDU2-SDS2.5 HOLD DOWN VERIFY 2x12 FLOOR JOISTS AT 24" O.C. DROP T.O. GR. BEAM TO PROVIDE SCUTTLE " 1 - ' 1 " 2 / 1 0 - ' 1 " 2 / 1 6 - ' 1 HDU2-SDS2.5 HOLD DOWN 9 9 S3.0 " 7 - ' 3 " 0 - ' 1 " 2 / 1 6 - ' 1 EQ (3) 2X12 " 2 / 1 5 " 2 / 1 6 - ' 3 " 0 1 - ' 5 1 " 2 / 1 7 " 2 / 1 5 " 0 1 - ' 9 1 " 0 - ' 1 1 " 1 1 - ' 0 2 " 4 / 1 9 " 1 1 - ' 4 " 0 1 - ' 2 " 4 / 3 2 " 1 - ' 1 HDU2-SDS2.5 HOLD DOWN I Y F R E V I Y F R E V 5 5 S3.0 6 6 S3.0 EQ (3) 2X12 EQ (3) 2X12 EQ (3) 2X12 3/8" T.O. SLAB TO T.O. DECKING 2 2 S3.0 " 6 - ' 9 " 6 - ' 3 3 VARIES 2'-6"x2'-6"x1'-0" THICK CONCRETE FOOTING W/ 12" DIA. PIER, TYP. HSS4x4x1/4 COLUMN HSS4x4x1/4 COLUMN 5'-10 1/2" 2x12 FLOOR JOISTS AT 24" O.C. AIR EXCAVATED 16" DIA. PIER 6'-0" BELOW EXIST. GRADE W8X13 STEEL BEAM TREATED (2) 2x8 CANTILEVERED FLOOR JOISTS SANDWICHED TO 2x12'S AT 24" O.C. 12" WIDE SOIL SUPPORTED CONCRETE GRADE BEAM I Y F R E V I Y F R E V " 2 / 1 7 " 2 / 1 5 2x12 LEDGER W/ 1/2" DIA. x 5" LONG SCREW ANCHOR STAGGERED AT 24" O.C. (3) #4x3'-0" LONG DIAG. BARS PLACED IN SLAB TYP. AT RE-ENTRANT CORNERS HSS4x4x1/4 COLUMN " 6 - ' 1 1 " 0 - ' 2 HDU2-SDS2.5 HOLD DOWN CANTILEVERED WOOD DECK 11 11 S3.0 8 8 S3.0 9" THICK CANTILEVERED SLAB HDU2-SDS2.5 HOLD DOWN 9" THICK CANTILEVERED SLAB 7 7 S3.0 7 4.0 8 ° ) G N O L " 0 - ' 3 ( . . C O " 8 T A S 4 # ' 3'-0" 2'-6" 6" 4 4 S3.0 REF. ARCH. " 6 - ' 6 " 6 - ' 6 6" HDU2-SDS2.5 HOLD DOWN " 8 / 7 1 - ' 2 4 " 8 / 7 3 - ' 1 " 8 / 3 0 1 - ' 1 1 " 2 / 1 5 - ' 0 2 " 0 - ' 2 " 8 / 3 0 1 - ' 1 1 " 2 / 1 5 - ' 0 2 " 8 / 3 8 - ' 2 1 " 6 " 2 / 1 5 - ' 6 " 2 / 1 " 6 - ' 0 1 " 2 / 1 1 1 - ' 9 ) G N O L " 0 - ' 6 ( . . C O " 8 T A S 4 # ' 3" 3" (3) #5'S HORIZ. AROUND SHOWER DROP 9" THICK CANTILEVERED SLAB " 4 / 1 9 " 4 / 1 8 - ' 3 HDU2-SDS2.5 HOLD DOWN " 4 / 3 1 - ' 5 2 14 14 S3.0 4'-0"x2'-6"x1'-0" THICK CONCRETE FOOTING W/ 18"x12" PIER LINE OF EXISTING HOUSE " 2 / 1 5 - ' 6 15 15 S3.0 12" WIDE x 24" DEEP CONCRETE BEAM W/ (3) #5'S T&B AND #3 STIR. AT 10" O.C. AT CROSS HATCH. NO EXCAVATION OR SCARIFYING. LINE OF 1/4 CRITICAL ROOT ZONE. NO PIERS, NO EXCAVATION OR SCARIFYING. DO NOT DISTURB. LINE OF 1/2 CRITICAL ROOT ZONE. NO SCARIFYING AND NO CUT OR FILL GREATER THAN FOUR INCHES. SEE SHEET NOTE #7 FOR FORMWORK 5 1/2" 1'-3 1/8" 20'-2" 2'-7 1/8" 2'-11 3/4" 6'-1 3/4" 11'-11 3/4" 13'-3" 5'-10 1/2" 2 3/4" 2'-6 1/2" 29'-7 1/2" 34'-2 1/2" 2'-0" 6'-4 1/2" 9'-0" 9'-0" 9'-10" 31'-4 3/8" 99'-9" FOUNDATION PLAN 1/4" = 1'-0" 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS FOUNDATION PLAN S1.0 FRAMING SHEET NOTES ROOF FRAMING PLAN KEY NOTES STUD COLUMN SCHEDULE CEILING JOIST SCHEDULE JOIST/RAFTER HANGER SCHEDULE # # 1 2 3 KEY NOTE: PRE-FABRICATED ROOF TRUSSES AT 24" O.C ROOF JACK TRUSSES AT 24" O.C. L6x4x3/8 RIPPED OUTRIGGERS AT 24" O.C. HEADER LOCATION EXTERIOR EXTERIOR INTERIOR INTERIOR HEADER SPAN LESS THAN 8'-0" 8'-0" OR GREATER LESS THAN 8'-0" 8'-0" OR GREATER JAMB STUDS (1) 2x (1) 2x (2) 2x (3) 2x KING STUDS (2) 2x (3) 2x N/A N/A JOISTS/SPACING 2x6'S AT 24" O.C. 2x6'S AT 16" O.C. 2x8'S AT 24" O.C. 2x8'S AT 16" O.C. 2x10'S AT 24" O.C. 2x10'S AT 16" O.C. 2x12'S AT 24" O.C. 2x12'S AT 16" O.C. MAX. SPAN W/O ATTIC STORAGE (LIVE LOAD = 10 PSF) 11'-0" 13'-0" 14'-6" 17'-0" 18'-6" 21'-6" 22'-6" 26'-0" MAX. SPAN W/ ATTIC STORAGE (LIVE LOAD = 20 PSF) 10'-0" 11'-6" 13'-0" 14'-6" 16'-6" 19'-0" 19'-6" 23'-0" HANGERS EXPOSED TO WEATHER SHALL HAVE ZMAX COATING SIMPSON FACE MOUNT HANGER LUS26 LUS210 LUS26-2 LUS210-2 HHUS410 HHUS5.50/10 HU26-3 HU210-3 HU212-3 SIMPSON CONCEALED FLANGE HANGER LUC26 LUC210 LUC26-2 LUC210-2 HUC412 HUC612 HUC26-3 HUC210-3 HUC212-3 JOIST/RAFTER SIZE 2x6'S / 2x8'S 2x10'S / 2x12'S (2) 2x6'S / (2) 2x8'S (2) 2x10'S / (2) 2x12'S (2) 1 3/4" WIDE LVL (3) 1 3/4" WIDE LVL (3) 2x6'S / (3) 2x8'S (3) 2x10'S (3) 2x12'S E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 REF. S0.0 FOR GENERAL NOTES, AND DESIGN CRITERIA. 1 2 DO NOT SCALE WALL LENGTH ON PLAN. REF ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 3 DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASON MODIFY PRE- ENGINEERED/ MANUFACTURED STRUCTURAL ELEMENTS SUCH AS GLUE-LAMINATED MEMBERS, PARALAMS, MICROLAMS, WOOD JOISTS, OR SIMILAR MEMBERS UNLESS WRITTEN PARAMETERS ARE SET FORTH BY THE MANUFACTURER OF THAT PRODUCT, THE MANUFACTURER'S ENGINEER, OR THE ENGINEER OF RECORD FOR THE PROJECT. ALL HEADERS IN 2x4 WALLS ARE (2) 2x6 AND ALL HEADERS IN 2x6 WALLS ARE (3) 2x6 NO. 2 SOUTHERN YELLOW PINE UNLESS NOTED OTHERWISE. REF. SHEET S4.1 FOR TYPICAL LATERAL BRACING DETAILS INCLUDING HOLDOWNS, STRAPPING AND SHEATHING ATTACHMENT. ATTACH TUBE STEEL COLUMNS TO WOOD FRAMING PER DETAIL 7/S4.1 ALL RAFTERS, JOISTS, BEAMS AND HEADERS TO BE NO. 2 SOUTHERN PINE UNLESS NOTED OTHERWISE. 4 5 6 7 3 3 S4.0 (3) 1 3/4"x 11 1/4" LVL 8 8 S4.0 1 ' - 3 " L V L x 9 1 / 4 " 1 3 / 4 " ( 2 ) L V L W / F L I T C H P L A T E 1 3 / 4 " x 9 1 / 4 " x 9 " 3 / 8 " ( 3 ) ( 2 ) (3) 1 3/4"x 11 1/4" LVL W/ (2) 3/8" x 11" FLITCH PLATE 1 1 ' - 3 " (3) 1 3/4" x 5 1/2" LVL STUD COLUMN L V L x 9 1 / 4 " 1 3 / 4 " ( 2 ) L V L W / F L I T C H P L A T E 1 3 / 4 " x 9 1 / 4 " x 9 " 3 / 8 " ( 3 ) ( 2 ) (3) 1 3/4"x 18" LVL 4 4 S4.0 1 1 S4.0 W8X28 HSS4x4x1/4 COLUMN (3) 1 3/4"x 9 1/4" LVL W/ (2) 3/8" x 9" FLITCH PLATE (3) 1 3/4"x 9 1/4" LVL 6 6 S4.0 5 5 S4.0 7 7 S4.0 L V L " 4 / 1 9 x " 4 / 3 1 ) 2 ( 1 HSS4x4x1/4 COLUMN (3) 2X10 HSS4x4x1/4 COLUMN 6 2 X 2 1 W 3 2 2 S4.0 3/8" THICK PLATE STEEL AWNING 3 1/2" DIA. STD. WT. PIPE COLUMN EXISTING HOUSE, REF. ARCH. H I P J A C K T R U S S 2 I S S U R T R E D R G N W O D - P E T S 3 3 S4.0 GIRDER JACK TRUSS ROOF FRAMING PLAN 1/4" = 1'-0" 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS ROOF FRAMING PLAN S2.0 LATERAL BRACING SHEET NOTES 1 ALL EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WITH PLYWOOD PER GENERAL NOTES. ALL SHEATHING SHALL BE NAILED TO SUPPORTING MEMBERS ALONG THE EDGES WITH 8d NAILS SPACED AT 6" O.C. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS SPACED AT 12" O.C. PROVIDE SOLID 2" BLOCKING AT ALL JOINTS IN PLYWOOD SHEAR WALLS. 2 ALL INTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WITH 1/2" MINIMUM THICKNESS GYPSUM BOARD. ALL SHEATHING SHALL BE ATTACHED TO SUPPORTING MEMBERS WITH 1 1/4" LONG SCREWS (TYPE W OR S) SPACED AT 7" O.C. ALONG THE EDGES AND AT INTERMEDIATE SUPPORTS IN ACCORDANCE WITH TABLE R702.3.5 OF THE IRC. 3 GRID LINES SHOWN ARE BRACED WALL LINES (BWL) INDICATING APPROXIMATE SPACING OF SHEAR WALLS AND FRAMES. THESE PLANS ARE NOT TO BE USED FOR DIMENSIONING COLUMNS, BEAMS OR WALLS FOR CONSTRUCTION. 4 REF. DET. 1/S4.1 FOR TYP. HDU HOLD DOWN AND STRAP DETAIL. 5 ATTACH WOOD FRAMING TO STEEL COLUMNS PER DET. 7/S4.1 BWL A BWL B BWL C BWL D BWL E BWL F 31'-8 3/8" 16'-8 5/8" 21'-0" 18'-0" 11'-10 1/2" HDU2-SDS2.5 HOLD DOWN CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BRACING METHOD (CS-WSP) PER SHEET NOTE 1, TYP. AT EXTERIOR 3'-5 1/2" 1'-8 1/2" BWL 5 HDU2-SDS2.5 HOLD DOWN 2'-0 5/8" " 0 - ' 4 HDU2-SDS2.5 HOLD DOWN HDU2-SDS2.5 HOLD DOWN GYPSUM BOARD BRACING METHOD (GB) PER SHEET NOTE 2, TYP. AT INTERIOR LATERAL STEEL FRAME " 2 / 1 1 1 - ' 0 1 " 2 / 1 5 - ' 8 " 0 - ' 2 1 BWL 1 BWL 2 BWL 3 BWL 4 HDU2-SDS2.5 HOLD DOWN " 1 - ' 1 2'-6 1/2" " 1 1 - ' 3 HDU2-SDS2.5 HOLD DOWN LATERAL BRACING PLAN 1/4" = 1'-0" 4'-5 1/2" " 0 - ' 2 " 2 / 1 5 - ' 6 " 0 - ' 2 " 0 - ' 3 HDU2-SDS2.5 HOLD DOWN " 2 / 1 1 1 - ' 2 " 0 - ' 4 CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BRACING METHOD (CS-WSP) PER SHEET NOTE 1, TYP. AT EXTERIOR HDU2-SDS2.5 HOLD DOWN HATCHED AREAS REPRESENT CONTINUOUS BRACED WALLS PER SECTION R602.10.4 OF THE IRC- REF. DETAILS ON SHEET S4.1 E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS LATERAL BRACING PLAN S2.1 1 2 " 6 . I N M 7 . I N M " 6 - ' 1 . I N M " 0 - ' 1 11 6 " 2 / 1 1 . R L C 4 3 5 . I N M " 6 - ' 2 3" CLR. TYP. 1'-0" . R L C " 3 . P Y T 1 2 6 9 8 7 . I N M " 6 - ' 1 11 . I N M " 0 - ' 1 NOTE: THIS DETAIL TO BE USED WHERE BEAM DEPTH EXCEEDS 3'-6" " 2 / 1 1 . R L C 4 3 " 6 - ' 2 5 I Y F R E V D L E F - S E R A V I I 3" CLR. TYP. . R L C " 3 . P Y T NOTE: WHERE BEAM DEPTH EXCEEDS 3'-6", REFER TO DETAIL 1B. (2) #5'S CONT. AT BOTTOM 1'-0" . R L C " 2 / 1 1 3 5 . I N M " 6 - ' 2 3" CLR. TYP. 1'-0" . R L C " 3 . P Y T NOTE: WHERE BEAM DEPTH EXCEEDS 3'-6", REFER TO DETAIL 1B. 4 " 2 / 1 1 . R L C 3 . F E R N A L P 10 3 5 7 11 6 . I N M " 6 - ' 1 . I N M " 0 - ' 1 5 . I N M " 6 - ' 2 3" CLR. TYP. 1'-0" . R L C " 3 . P Y T EXISTING FOUNDATION TO REMAIN #5 x 16" LONG DOWELS AT 24" O.C. EMBED 6" MIN. IN EPOXY 3" CLR. TYP. . R L C " 3 . P Y T 6 REF. PLAN. . F E R N A L P DRIVEWAY FLATWORK BY OTHERS . I N M " 0 - ' 2 1 TYP. EXT. GRADE BEAM 1B TYP. DEEP EXT. GR. BEAM 2 INT. GRADE BEAM 3 INTERIOR SLAB DROP 4 TYP. OUTDOOR GR. BEAM 5 NEW BEAM AT EXIST. S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" # # 1 2 3 4 5 6 7 8 9 10 11 FOUNDATION SECTION KEY NOTES NOTE: 2x6 STUDS AT 16" O.C. W/ 1" 'ZIP' INSULATED SHEATHING CONT. TREATED 2x6 PLATE W/ 1/2" DIA. x 10" J BOLTS AT 4'-0" O.C. 5" THICK CONCRETE SLAB W/ #4'S AT 16" O.C. #4 x18"x18" L-BARS AT 16" O.C. VAPOR BARRIER OVER COMPACTED SELECT FILL, REF. GENERAL NOTES (2) #5'S CONT. T&B W/ #3 STIR. AT 24" O.C. ADJACENT EXISTING GRADE #4'S AT 12" O.C. EACH WAY CONT. KEYED JOINT AT CONTRACTORS OPTION #4 NOSING BAR, TYP. TAN SEVERELY WEATHERED LIMESTONE E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 1 2x FULL HEIGHT BLOCKING AT 24" O.C. 2x FULL HEIGHT RIM JOIST, TYP. 2 1 1/8" THICK PLWD. FLOOR DECKING 2x FLOOR JOISTS, REF. PLAN EXISTING FOUNDATION TO REMAIN 7 I Y F R E V D L E F I . I N M " 6 - ' 1 . I N M " 0 - ' 1 3" CLR. TYP. 11 . R L C " 3 . P Y T 6 1'-0" #5 x 16" LONG DOWELS AT 24" O.C. EMBED 6" MIN. IN EPOXY 1 2 . F E R . N A L P CONT. HORIZ. TOP BARS, REF. PLAN #4'S AT 16" O.C. " 2 . R L C 3 #4'S TOP AND BOTT. AT END U-SHAPED #3'S AT 16" O.C. W/ LEGS EQUAL TO OVERHANG " 2 . R L C 7 . I N M " 0 - ' 2 11 . I N M " 0 - ' 1 5 4 8 (2) #5'S CONT. AT BOTTOM GLAZING, REF. ARCH. " 2 . R L C . F E R N A L P #4'S TOP AND BOTT. AT END U-SHAPED #3'S AT 16" O.C. W/ LEGS EQUAL TO OVERHANG CONT. HORIZ. TOP BARS, REF. PLAN #4'S AT 16" O.C. " 2 . R L C 3 " 5 5 4 8 (2) #5'S CONT. AT BOTTOM " 2 . R L C 7 . I N M " 0 - ' 2 11 . I N M " 0 - ' 1 GLAZING, REF. ARCH. 2x8 RIM JOIST 1/2" PLWD. SHEATHING . I N M " 6 " 0 - ' 3 . I N M 7 11 . I N M " 0 - ' 1 REF. PLAN 1'-0" REF. PLAN 1'-0" 2x BLOCKING TO MATCH JOISTS 1 1/8" THICK PLWD. FLOOR DECKING 2x FLOOR JOISTS PER PLAN. NOTCH TO 7 1/4" AT CANTILEVER 7 . X A M " 4 #3 ROUND TIES AT 12" O.C. W/ DBL. TIES TOP AND BOTT. E D A R G G N T S X E O T N I I I . I N M " 0 - ' 6 2 3" CLR. TYP. E C A P S L W A R C . I N M " 8 1 . I N M " 0 - ' 2 3 1'-0" . R L C " 3 . P Y T " 4 REF. PLAN VERT. REINF., REF. SCHEDULE VERTICAL REINFORCING SCHEDULE PIER DIA. QUANTITY AND SIZE 12" 16" 18" 24" (4) #5 (5) #6 (6) #6 (7) #7 6 NEW BEAM AT EXIST. 7 CANTILEVERED SLAB DETAIL 8 CANTILEVERED SLAB DETAIL 9 DETAIL AT CRAWLSPACE 10 TYP. STRAIGHT SHAFT PIER S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" GLAZING, REF. ARCH. 2x FULL HEIGHT RIM JOIST, TYP. WOOD DECKING, REF. ARCH. TREATED 2x BLOCKING, FULL HEIGHT 2x BLOCKING BELOW DECK JOISTS " 8 / 7 1 - ' 1 1 1/8" THICK PLWD. FLOOR DECKING WOOD BEAM, REF. PLAN. SIMPSON HANGERS, REF. PLAN STEEL BEAM, REF. PLAN 3/16 3 1/2" 7 AIR-SPADE EXCAVATED CONCRETE PIER, REF. DET. 10/S3.0 2x6 NAILER W/ 1/2" DIA. THREADED STUDS AT 24" O.C. 2x FLOOR JOISTS, REF. PLAN SIMPSON MASA MUDSILL ANCHOR, TYP. DBL. TIES AT TOP PL 1/2"x10"x10" W/ (4) 1/2" DIA. x 8" HEADED STUDS 2x CONT. DECK JOISTS TO SANDWICH FLOOR JOISTS, REF. PLAN 12" DIA. SONOTUBE PIER W/ (4) #4 VERTICAL DOWELS W/ 6" LONG HOOK AND #3 TIES AT 10" O.C. 7 11 . I N M " 6 - ' 1 . I N M " 0 - ' 1 (3) #4 BARS EACH WAY REF. PLAN 11 FOUNDATION DETAIL S3.0 3/4" = 1'-0" 3/16 1 1/2" TYP. TYP. INTERIOR STEEL COLUMN, REF. PLAN PL 1/2"x10"x10" W/ (4) 1/2" DIA. x 8" HEADED STUDS LINE OF CONCRETE 3/16 STEEL COLUMN, REF. PLAN PL 1/2"x10"x10" W/ (4) 1/2" DIA. x 8" HEADED STUDS 3 1/2" LINE OF CONCRETE 1 1/2" TYP. TYP. PERIMETER NOTES: 1. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI 318-14, INCLUDING THE FOLLOWING REQUIREMENTS: A. CONDUITS AND PIPES EMBEDDED WITHIN A BEAM SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN 1/3 THE OVERALL DEPTH OF THE BEAM IN WHICH THEY ARE EMBEDDED. B. CONDUITS, PIPES, AND SLEEVES GREATER THAN 3" IN DIAMETER SHALL NOT BE SPACED CLOSER THAN (3) DIAMETERS ON CENTER. C. CONDUITS, PIPES, AND SLEEVES SHALL BE OF UN-COATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 PIPE. D. ALUMINUM MATERIALS SHALL NOT BE USED DIA. 1 1/2" CLR. H T P E D M A E B . R G I S G N N E P O E T A C O L E L D D M N I I / W H T P E D F O 3 / 1 12 TYP. EMBED PLATE DETAIL 13 GR. BEAM OPENING 14 FOOTING DETAIL 15 CANTILEVERED GR. BEAM S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" S3.0 3/4" = 1'-0" ADDITIONAL STIRRUP BOTH SIDES OF OPENING CONTINUOUS GR. BEAM REINF. AND STIR., REF. OTHER DETAILS REF. PLAN #5 BARS AT 12" O.C. MAX., EACH WAY CARTON VOID FORMS 12" x 24" CANTILEVERED CONCRETE BEAM 6 (3) #5'S HORIZ. TOP AND BOTT. x 12'-0" LONG #3 STIR. AT 10" O.C. AT OVERHANG (2) STIR. AT EACH END SLAB BEYOND, REF. OTHER DETAILS 3/16 GRAVEL BY OTHERS STEEL COLUMN, REF. PLAN PL 1/2"x14"x8" W/ (4) 1/2" DIA. x 12" HEADED STUDS ADJACENT EXISTING GRADE DBL. TIES AT TOP 18"x12" PIER W/ (6) #4 VERTICAL DOWELS W/ 6" LONG HOOK AND #3 TIES AT 10" O.C. . I N M " 0 - ' 2 E D A R G W O L E B " 0 - ' 1 STEEL BEAM BEYOND, REF. PLAN " 4 2 x " 2 1 D E R E V E L I T N A C M A E B E T E R C N O C SHEAR TAB, REF. DET. 1/S4.0 PL 1/2"x8"x8" W/ (4) 1/2" DIA. x 8" HEADED STUDS EXISTING UNDISTURBED GRADE AT 1/2 C.R.Z. - NOEXCAVATION OR SCRAIFYING T.O. SLAB REF. ARCH. M A E B E D A R G . P Y T S L I A T E D R E H T O . F E R PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS FOUNDATION DETAILS S3.0 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 6 " 5 " 0 - ' 1 3 / 1 3 / 1 SHEAR TAB SCHEDULE BEAM PLATE SIZE W8, W10 W12, W14 W16, W18 W21 3/8" x 4" x 6" 3/8" x 4" x 9" 3/8" x 4" x 12" 3/8" x 4" x 15" PL. TO BEAM 3/16 T.O. STEEL REF. ARCH. PL. TO COL. 3/16 3/16 STEEL BEAM, REF. PLAN STEEL COLUMN, REF. PLAN WOOD FRAMING OMITTED FOR CLARITY IN STEEL CONNECTION DETAILS 1/4" COLUMN CAP PLATE, TYP. PL3/8"x4" SHEAR TAB, REF. SCHEDULE FOR DEPTH 3 @ 12 3 @ 12 3/16 3/16 B.O. STEEL REF. ARCH. 3/16 3/16 3 @ 12 3 @ 12 3/16 3/16 1'-0" " 2 L6x4x3/8 RIPPED OUTRIGGERS AT 24" O.C. STEEL BEAM, REF. PLAN 3/8" THICK STEEL PLATE AWNING 5 9 REF. ARCH. 9 5 REF. ARCH. 2x10 SUB FASCIA " 4 / 1 9 T.O. PLATE REF. ARCH. 2 EXISTING T.P. VERIFY NEW 1" R-3 'ZIP' INSULATED SHEATHING EXISTING TOP PLATE CUT AT NEW STUDS 7 PRE-FABRICATED ROOF TRUSSES AT 24" O.C. NEW (2) 2x4 CONT. TOP PLATE NEW 2x4 STUDS AT 16" O.C. LAPPED TO EXISTING W/ 1" R-3 'ZIP' INSULATED SHEATHING REF. ARCH. T.O. PLATE REF. ARCH. PRE-FABRICATED ROOF TRUSSES AT 24" O.C. 7 3 1 4 GARAGE DOOR, REF. ARCH. 1 TYP. STEEL BEAM CONNECTION 2 ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL 4 ROOF FRAMING DETAIL S4.0 1" = 1'-0" S4.0 1" = 1'-0" S4.0 1" = 1'-0" S4.0 1" = 1'-0" # FRAMING SECTION KEY NOTES NOTE: # 2x6 STUDS AT 16" O.C. W/ 1" R-3 'ZIP' INSULATED SHEATHING 1 2x BLOCKING, TYP. 2 3 (2) 2x6 CONT. TOP SILL PLATE, TYP. 4 WOOD BEAM/HEADER, REF. PLAN 5/8" PLWD. ROOF DECKING 5 CEILING JOISTS, REF. SCHEDULE 6 SIMPSON H2.5A HURRICANE TIE AT EACH MEMBER, TYP. 7 CEILING JOISTS, REF. SCHEDULE 8 8d NAILS AT 6" O.C. INTO FULL HEIGHT BLOCKING, TYP. 9 E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 2x NAILERS W/ 1/2" DIA. THREADED STUDS AT 24" O.C. 5 9 REF. ARCH. 5 9 REF. ARCH. 5 9 REF. ARCH. 9 2x10 SUB FASCIA STEEL BEAM PER PLAN W/ 2x NAILERS AND THRU BOLTS AT 24" O.C. B.O. CEILING REF. ARCH. PRE-FABRICATED ROOF TRUSSES AT 24" O.C. TRUSS HANGERS, BY TRUSS MFR., TYP. GLAZING, REF. ARCH. REF. ARCH. REF. ARCH. B.O. CEILING REF. ARCH. PRE-FABRICATED ROOF TRUSSES AT 24" O.C. TRUSS HANGERS, BY TRUSS MFR., TYP. GLAZING, REF. ARCH. ROOF OPENING REF. ARCH. 2x NAILERS W/ 1/2" DIA. THREADED STUDS AT 24" O.C. 9 2 2 2x CONT. JOISTS, REF. ARCH. 2x10 FASCIA 1/2" PLWD. SHEATHING NOTCHED OUT AROUND JOISTS STEEL BEAM PER PLAN W/ 2x NAILERS AND THRU BOLTS AT 24" O.C. 9 2 2x10 SUB FASCIA GLAZING, REF. ARCH. " 3 " 3 LVL BEAM W/ FLITCH PLATE PER PLAN AND 1/2" DIA. THRU BOLTS STAGGERED AT 12" O.C. B.O. CEILING REF. ARCH. PRE-FABRICATED ROOF TRUSSES AT 24" O.C. TRUSS HANGERS, BY TRUSS MFR., TYP. 5 ROOF FRAMING DETAIL S4.0 1" = 1'-0" 6 ROOF FRAMING DETAIL S4.0 1" = 1'-0" 7 ROOF FRAMING DETAIL S4.0 1" = 1'-0" 2x JOISTS/BLOCKING AT 24" O.C. LVL BEAM W/ FLITCH PLATE PER PLAN AND 1/2" DIA. THRU BOLTS STAGGERED AT 12" O.C. 5 REF. ARCH. 9 4 1'-3" TRUSS HANGERS, BY TRUSS MFR., TYP. 2 GLAZING, REF. ARCH. 8 ROOF FRAMING DETAIL S4.0 1" = 1'-0" " 3 " 3 PRE-FABRICATED ROOF TRUSSES AT 24" O.C. TRUSS HANGERS, BY TRUSS MFR., TYP. 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS FRAMING DETAILS S4.0 8d NAILS AT 12" O.C. ALONG INTERMEDIATE SUPPORTS 2x STUDS AT 16" O.C. W/ 1/2" PLWD. SHEATHING 16d NAILS AT 12" O.C. SHEAR WALL NOTES: 8d NAILS AT 6" O.C. AROUND PERIMETER OF PLYWOOD SHEETS (TYP.) HDU2-SDS2.5 SIMPSON HOLD DOWN, REF. PLAN LOCATIONS REQ'D. SECTION 1. COMMON OR BOX NAILS SHALL BE USED FOR ALL SHEAR WALL NAILING. 2. PROVIDE 1/8" GAP BETWEEN ALL SHEETS. 3. ALL PLYWOOD SHEATHING TO BE 15/32" THICK GRADE C-D WITH EXTERIOR GLUE PROVIDE SOLID 2" BLOCKING AT ALL JOINTS IN PLYWOOD SHEAR WALLS. ORIENTED STRAND BOARD MAY BE USED AT THE CONTRACTOR'S OPTION. FLOOR FRAMING, REF. PLAN 2x CONT. SILL PLATE 8d NAILS AT 6" O.C. AT TOP AND BOTTOM SILL PLATES (2) 2x CONT. TOP SILL PLATE SOLID DOUBLE BLOCKING AT JOINTS, TYP. 8d NAILS AT 12" O.C. ALONG INTERMEDIATE SUPPORTS 2x STUDS AT 16" O.C. W/ 1/2" PLWD. SHEATHING CONT. TREATED 2x PLATE W/ 1/2" DIA. x 10" J-BOLTS AT 4'-0" O.C. UNLESS NOTED OTHERWISE S4.1 3/4" = 1'-0" 1 TYP. EXT. SHEARWALL NAILING PATTERN " 0 1 / N A L P . F E R S L I A T E D " 0 1 SIMPSON CSHP18 STRAP W/ (18) 10d NAILS AT UPPER AND LOWER STUDS REF. ARCH. T.O. PLATE EDGE NAILING EACH FACE 8d NAILS AT 6" O.C. AROUND PERIMETER OF PLYWOOD SHEETS (TYP.) (3) 2x STUD COL. AT HOLD DOWNS SECTION 1'-0" MAX. (6) 1/4" x 2 1/2" LONG SIMPSON SCREWS HDU2-SDS2.5 SIMPSON HOLD DOWN, REF. PLAN LOCATIONS REQ'D. REF. ARCH. T.O. CONCRETE 5/8" DIA. x 8" LONG SIMPSON TITEN HD ANCHOR BOLT NOTES: 1. MINIMUM SOLE BOLTING TO CONCRETE SHALL BE 1/2" DIA. ANCHOR BOLTS AT 4'-0" O.C. U.N.O. WITH MINIMUM EMBED OF 7" TYP. 2. PROVIDE MINIMUM (2) BOLTS PER PLATE. SOLE PLATE PRESSURE TREATED ANCHOR BOLT SOLE PLATE SPLICE X A M " 2 1 X A M " 2 1 X A M " 2 1 I N M " 4 2 TYP. SILL PLATE BOLTING S4.1 1" = 1'-0" 2X STUDS REF. PLANS 10d NAILS AT 4" O.C. 3" MAX ANCHOR BOLT 2X PLATE 2X FILLER SOLE PLATE 12" MAX 4" MIN 12" MAX 4" MIN 12" MAX 4" MIN ANCHOR BOLT PLAN VIEW 3 TYP. SILL PLATE AT STUD S4.1 1" = 1'-0" PLYWOOD DIAPHRAGM NOTES: 1. COMMON OR BOX NAILS SHALL BE USED FOR ALL DIAPHRAGM NAILING. 2. PROVIDE 1/8" GAP BETWEEN ALL SHEETS. 3. ALL PLYWOOD DECKING TO BE GRADE C-D WITH EXTERIOR GLUE. REF. GENERAL NOTES AND DETAILS FOR THICKNESS. 4. STAGGER ALL JOINTS IN PLYWOOD DECKING SIMPSON LSTA18 W/ (14)10d NAILS, TYP DOUBLE TOP PLATE 4'-0" MIN. 9" 9" NOTE: 10d NAILS AT 12" O.C. TYPICAL TOP PLATE CONNECTION AT ALL OTHER LOCATIONS 8d NAILS AT 6" O.C. AROUND PERIMETER OF PLYWOOD SHEETS (TYP.) STEEL H-CLIPS, TYP. STAGGER SPLICE LOCATIONS STUD WALL 4 TYP. TOP PLATE SPLICE 5 TYP. ROOF DECK NAILING PATTERN S4.1 1" = 1'-0" S4.1 1" = 1'-0" 8d NAILS AT 12" O.C. ALONG INTERMEDIATE SUPPORTS WOOD ROOF FRAMING BELOW ROOF DECKING MAY BE OMITTED IN THESE AREAS BELOW OVER FRAMING FOR VENTILATION. VALLEY FILL FRAMING 2x6 OVER FRAMED RAFTERS AT 24" O.C. OR AS PER PLAN 2x4 KICKER W/ MIN. (2)-12d FACE NAILS (PER KICKER) (2)-16d TOE-NAILS AT BASE TO TRUSS TOP CHORD RAFTER OR TRUSS TOP CHORD 5/8" PLYWOOD ROOF DECKING SECTION A 2x8 ROOF RIDGE BEAM OR AS PER PLAN TYP. 2x4 KICKERS AT 48" O.C.- SEE DETAILS A AND B R I D G E ROOF TRUSS AS PER PLAN-TYP. SECTION B A N O T C E S I M A E B E G D R I G E RID 5/8" PLYWOOD ROOF DECKING 2x8 NAILER BELOW, ATTACH ROOF DECKING W/ 8d NAILS AT 6" O.C. PLAN VIEW (N.T.S.) 6 TYP. OVERFRAMING DETAIL S4.1 1" = 1'-0" 2x6 OVER FRAMED RAFTERS AT 24" O.C. OR AS PER PLAN 2x4 KICKER W/ MIN. (2)-12d FACE NAILS (PER KICKER) SECTION B 2x STUD/ NAILER POWDER ACTUATED FASTENERS (PAFs) AT 8" O.C., STAGGERED, EACH SIDE. 1/2" PLWD. SHEATHING 8d NAILS AT 6" O.C. HSS COLUMN, REF. PLAN 7 HSS HOLDOWN PLAN S4.1 1" = 1'-0" E N G I N E E R I N G info @statixeng.com 22-2 2-9849 TBPE# F-23375 51 02/17/25 I E C N E D S E R N O S L E N 4 0 7 8 7 S A X E T , I N T S U A I E L C R C E H T 0 0 2 PROJECT # 24017 ISSUE CD SET DATE 02-17-25 REVISIONS LATERAL BRACING DETAILS S4.1