10.2 - 4411 Avenue B - Drawings — original pdf

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4111 AVE B, Austin, TX Vicinity Map INDEX Sheet Name COVER SHEET CURRENT & PROPOSED SITE PLAN EXISTING DEMOLITION ROOF PLAN PROPOSED ROOF PLAN EXISTING AND DEMOLISHED ROOF PLAN PROPOSED 1ST FLOOR PLAN PROPOSED 2ND FLOOR PLAN PROPOSED ELEVATION NORTH & SOUTH PROPOSED ELEVATION EAST & WEST PROPOSED SECTION A & B PROPOSED SECTION C & D DOOR WINDOW SCHEDULE TYPICAL FRAMING DETAILS TYPICAL WOOD FRAMING DETAILS DETAILS DETAILS STRUCTURAL NOTES 3D VIEWS 3D VIEWS Sheet # A001 A002 A003 A004 A005 A006 A007 A008 A009 A010 A011 A012 A013 A014 A015 A016 A017 A018 A019 A020 BUILDING DATA Parcel ID: Owner Name: Parcel Address: Parcel Address City: Parcel Address Zip Code: Parcel Use Code: Parcel Use Description: Block: Lot: Calculated Acres: Calculated Parcel Sq ft: Legal Description: 0221050907 4111 AVENUE B, TX AUSTIN 78751 01 1 FAM DWELLING 17 5-6 0.1479 6,444.64 LOT 5-6 BLK 17 HYDE PARK ADDN NO 2 PROJECT SCOPE The scope of work includes the construction of new addition at 8004 Tisdale Drive, Austin including all associated site work, and utilities. GENERAL NOTES Building Codes: All work shall comply with the 2021 International Residential Code (IRC), as adopted by the City of Austin. All construction shall comply with the City of Austin Land Development Code. Permits and Inspections: All necessary permits shall be obtained before the commencement of work. All inspections required by the City of Austin shall be scheduled and approved. Site Conditions: Verify all existing site conditions and dimensions before starting construction. Any discrepancies shall be reported to the architect/engineer for resolution. Utilities: Locate and protect all existing utilities. Contact utility companies before digging. All utility connections shall comply with the requirements of the respective utility providers. Demolition: Demolition of existing structures shall be done in accordance with local regulations. Ensure safe disposal of debris. Construction Standards: Follow standard construction practices and manufacturer ’ s specifications. Materials shall be new and free from defects. Safety: Maintain a safe working environment. Follow OSHA regulations. Provide appropriate signage, barriers, and protection to ensure public safety. Specific Codes and Regulations Zoning Requirements: Verify compliance with local zoning laws, including setbacks, height restrictions, and lot coverage. Energy Code: Comply with the 2021 International Energy Conservation Code (IECC). Accessibility: Ensure accessibility as per the Texas Accessibility Standards (TAS) and the Americans with Disabilities Act (ADA), where applicable. Fire Safety: Install smoke detectors and carbon monoxide detectors as per IRC requirements. Comply with local fire department regulations. B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A COVER SHEET DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A001 Current white and proposed in blue CURRENT 1 PROPOSED 2 CURRENT 3 PROPOSED 4 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A CURRENT & PROPOSED DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A002 LEGEND 100' (P) N 27°01'13" W 99.95' (M) FND. "X" CUT BOUNDARY LINE PLATTED LOT LINE WOOD FENCE E E OVERHEAD UTILITY LINE W E G (PLAT) (F.M) WATER METER ELECTRIC METER GAS METER POWER POLE RECORDED ON PLAT FIELD MEASURED WATER CLEANOUT (1.5'' METAL) PROPERY ADDRESS: 4411 Ave B, AUSTIN TX 78751 LEGAL DESCRIPTION: LOT 5-7 BLK 7 HYDE PARK ADDN NO 1 IMPERVIOUS COVER: SITE AREA 9,757.00 SF 1,418.00 SF Existing Main House: 450.00 SF Existing One-Story Building: 53.55 SF Existing Temporary Shed 245.30 SF Proposed First Floor Addition: Existing covered porches: 136.00 SF Uncovered wood deck & wood stairs (357 SF) 178.50 SF (counts as 50% against impervious): 83.00 SF Existing SF concrete walkways and pavers: Total Impervious Area: 2,564.35 SF Total Impervious Cover: 2,510.80 SF / 9,757.00 SF= 26.28 % FLOOR AREA RATIO: SITE AREA 9,757.00 SF Floor Area Ratio: Calculation 1,418.00 SF Existing Main House: 450.00 SF Existing One-Story Building: 53.55 SF Existing Temporary Shed 245.30 SF Proposed First Floor Addition: 944.00 SF Proposed Second Floor Addition: 3,110.85 SF Total Floor Area: 31.88 % F.A.R.: 3,057.30 SF / 9,757.00 SF = NOTE: NO EXCAVATION AROUND CRITICAL ROOT ZONE. EXISTING UNDERGROUND UTILITIES WILL REMAIN WITH NO CHANGES. RELOCATE ELECTRIC SERVICE ENTRY. NO PROPOSED MODIFICATIONS TO EXISTING GRAVEL DRIVEWAY. O H L OHL P I F " 2 1 E 0.1' ON WIRE FENCE ALLEY (12' R/W) 75' (P) OHL N 27°03'07" W 74.80' (M) SQUARE FIP OHL 0.2' ON 15' CRZ radius 10' REAR SETBACK LINE 22.5' ' 3 . 0 2 EXISTING ONE-STORY FRAME BUILDING ' 8 . 9 1 22.3' HIGH POINT 1ST TENT SECTION =622.51' 0.5' 0.5' OFF 1/2 CRZ 1'-3" 1/4 CRZ " CREPE MAYRTLE L H O E C N E F E R W I WOOD FENCE SPOILS PLACEMENT E LOT 5 BLOCK 7 9'-6" 9' CRZ radius 34'-1" 16'-1" DN E N I L K C A B T E S E D S I ' 5 1/2 CRZ E 1/4 CRZ E E E E E E E Ø9" 9.4' " 2 / 1 6 - ' 1 3 E C N E F D O O W LOT 6 BLOCK 7 8'-0" LOT 7 BLOCK 7 19.26' CRZ radius STONE FOUNTAIN I E N L K C A B T E S E D S I DR WM 1/2 CRZ LAUNDRY AREA OFFICE LINEN CLOSET N D BALCONY 1/4 CRZ " 2 / 1 4 - ' 6 1 Ø19.26" 19.26" PECAN " 2 / 1 6 - ' 1 3 PRIMARY BEDROOM " 2 / 1 2 - ' 5 1 WIC PRIMARY BATH ' 5 E C N E F D O O W EXISTING WOOD DECK MATERIALS STAGING 0.7' OFF ) M ( ' 6 8 . 9 2 1 W ' " 0 0 0 0 ° 3 6 N ) D E M U S S A ( . R B . ) P ( ' 0 3 1 ' 6 . 9 2 34'-1" EXISTING HOUSE FOOTPRINT METAL FENCE 25' FRONT SETBACK LINE 1/2 CRZ 30.8' 1/4 CRZ 20.0' C/P brick steps MEXICAN WHITE OAK 1/2" 0.1' ON TREE 0.3' OFF A/C ' 7 . 4 4 EXISTING GRAVEL DRIVEWAY 15 YARD DUMPSTER " 2 / 1 0 - ' 1 2 ' 6 1 14.3' G GM ' 8 . 6 m i r t k c i r b ) M ( ' 5 8 . 9 2 1 E " 1 1 4 5 ° 2 6 S ' ) P ( ' 0 3 1 PROPOSED ELECTRIC SERVICE ENTRY LOCATION RELOCATE EXISTING ELECT SERVICE ENTRY RESUB. OF LOTS 1-4 BLK 7 " 3 - ' 3 3 I N O T C E S T N E T D R 3 I N O T C E S T N E T D N 2 " 0 - ' 0 4 I N O T C E S T N E T T S 1 " 0 - ' 0 4 LOTS 8-10 BLK 7 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A SITE PLAN PROTECTED SIZED TREES 19.26" Pecan AREA OF CRITICAL ROOT ZONE = 1,165.37 SF EXISTING AREA OF DISTURBANCE = 208.77 SF PERCENTAGE OF CRITICAL ROOT ZONE LEFT UNDISTURBED = 82.09% PROPOSED AREA OF DISTURBANCE = 310.00 SF PERCENTAGE OF CRITICAL ROOT ZONE LEFT UNDISTURBED = 73.40% LESS THAN 30% PRUNING Less then 4” deep foundation footers on existing deck and proposed building extension within CRZ 1 2" FIP 0.6' OFF N 26°57'12" E 99.94' (M) 1 2" FIR 4.5' CONC. SDWLK. 100' (P) 1 SITE PLAN 1/16" = 1'-0" 25' (P) WOOD FENCE 0.3' ON 1 2" FIP 0.4' OFF SQUARE FIP N 26°55'04" E 74.93' (M) 4.5' CONC. SDWLK. DATE : 09-MAY-2025 DRAWN BY : K.D. 75' (P) PAPER SIZE : 17" X 11" EXISTING CURB AND GUTTER A003 " 8 7 / 4 - ' 2 2 m i r t k c i r b 25' (P) N 27°03'39" E 75.02' (M) 130' (P) R E R E T T W A M E W M O R F E T U O R E L B S S E C C A I T E E R T S E H T AVENUE B (80' R/W) 1/2 CRZ Ø9" 1/4 CRZ 9' CRZ radius 7'-5 1/4" " 4 / 3 0 - ' 5 " 8 1 / 0 - ' 1 3 " 8 / 5 8 - ' 7 1 24'-4" 1/2 CRZ " 8 / 5 0 - ' 7 1/4 CRZ Ø19.26" 9'- 1 1 1 / 8 " " 8 3 / 8 - ' 9 3 38'-9 1/8" 1 EXISTING DEMOLITION ROOF PLAN 1/8" = 1'-0" 19.26' CRZ radius EXISTING DEMOLISHED PROPOSED B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A " 8 - ' 1 2 " 8 / 3 0 - ' 1 2 EXISTING DEMOLITION ROOF PLAN DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A004 1'-6" 3"⌀ Downpipe EXISTING DEMOLISHED PROPOSED 20' CRZ radius 3"⌀ Downpipe 1/2 CRZ 1/4 CRZ ø20" Box Gutter Match original roof pitch at first floor Match original roof pitch at first floor 3"⌀ Downpipe 1/2 CRZ Ø9" 1'-6" 1/4 CRZ " 6 - ' 1 3"⌀ Downpipe 3"⌀ 9' CRZ Downpipe radius Box Gutter 37'-0 3/4" 34'-0 3/4" 5"/12" Box Gutter " 2 1 / 6 - ' 1 3 " 2 1 / 6 - ' 1 3 Box Gutter 3"⌀ Downpipe 5"/12" 5"/12" Metal Roof 5"/12" Existing Roof 38'-9 1/8" 1 PROPOSED ROOF PLAN 1/8" = 1'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED ROOF PLAN DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A005 19.26' CRZ radius EXISTING DEMOLISHED DEMOLISHED PROPOSED EXISTING BUILDING COVERAGE EXISTING WOODEN DECK: 327.80 sqft EXISTING PORCH: 155.76 sqft EXISTING FIRST FLOOR: 1417.93 sqft 1/2 CRZ Ø9" 1/4 CRZ 9' CRZ 7'-7" radius " 2 / 1 2 - ' 9 2 27'-2" 8'-10" 19'-7" 2'-8" 8'-1" 7'-7" " 6 - ' 7 RELOCATE EXISTING ELECT SERVICE ENTRY " 2 / 1 9 - ' 3 " 2 - ' 0 3 " 8 - ' 4 1/2 CRZ " 2 / 1 0 1 - ' 1 " 2 / 1 8 - ' 4 " 2 / 1 6 - ' 4 1/4 CRZ Ø19.26" " 0 - ' 4 " 7 - ' 6 " 4 - ' 6 3'-2" 9'- 8 1 / 2 " 3'-3" 12'-10" " 2 - ' 2 2 6'-0" 3'-2 1/2" 2'-10" 4" " 1 1 - ' 3 " 7 - ' 9 2 14'-3" 19'-9 1/2" 34'-1" DEMOLITION PLAN 1 1/8" = 1'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A EXISTING AND DEMOLISHED ROOF PLAN DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A006 " 0 - ' 3 1 1 A009 " 2 / 1 1 - ' 9 3 " 7 - ' 2 5 1/2 CRZ Ø9" 1/4 CRZ 9' CRZ radius W07 15'-3" BEDROOM 2 155.61 ft² C.H = 10.92 FT " 0 - ' 0 1 " 2 / 1 1 - ' 3 1 3'-0" CLOSET " 7 - ' 4 2 34'-1" 1 A010 2 2 A010 A009 DN D02 W07 13'-6" DINING AREA 174.8 ft² C.H = 11FT " 2 - ' 1 1 D09 " 2 / 1 7 - ' 6 1 FP W08 " 8 - ' 4 " 9 - ' 3 1 1/2 CRZ 1/4 CRZ Ø19.26" 19.26' CRZ radius EXISTING DEMOLISHED DEMOLISHED PROPOSED PROPOSED BUILDING COVERAGE FIRST FLOOR : 1663.26 sqft BACK WOODEN STAIRS: 23.00 sqft SECOND FLOOR: 943.87 sqft SECOND FLOOR BALCONY: 130.87 sqft EXISTING TO REMAIN EXISTING WOODEN DECK: 327.80 sqft EXISTING PORCH: 155.76 sqft " 2 / 1 1 1 - ' 5 BATHROOM 2 70.7 ft² C.H = 10.92 FT 11'-11" D09 pantry 5'-9" 5'-10 1/2" " 2 / 1 2 - ' 7 11'-2" CLOSET UP " 0 - ' 0 1 " 0 - ' 0 1 BEDROOM 1 166.8 ft² C.H = 10.67 FT " 1 - ' 1 1 4'-0" " 1 - ' 4 2 KITCHEN 269.0 ft² C.H = 11FT k. sink range 3'-11" 3'-6" dw " 2 / 1 5 - ' 8 1 D06 W01 W02 15'-3" D09 D05 ref 13'-2" " 6 - ' 3 13'-2" BATHROOM 1 76.17 ft² D05 C.H = 9.5 FT D05 " 0 - ' 5 " 4 - ' 9 " 8 - ' 2 LIVING 197.4 ft² C.H = 10.67FT " 0 - ' 5 1 W04 W04 D10 3'-4" " 6 - ' 9 5'-10" D01 W03 EXISTING PORCH 19'-9 1/2" 34'-1" " 0 - ' 6 1 STUDY AREA 212.11 ft² C.H = 10.83 FT W03 13'-3" W03 14'-3" EXISTING WOOD DECK " 2 / 1 0 - ' 8 " 2 / 1 5 - ' 5 " 2 / 1 2 - ' 4 1 " 2 / 1 1 - ' 6 4 " 6 - ' 6 " 2 / 1 1 1 - ' 6 1 1 PROPOSED LEVEL 1 1/8" = 1'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED LEVEL 1 DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A007 34'-1" 16'-1" W09 8'-0" 19.26' CRZ radius EXISTING DEMOLISHED DEMOLISHED PROPOSED BALCONY 122.7 ft² C.H = 9FT C.H = 9'-10" " 2 / 1 4 - ' 6 1 1/2 CRZ 1/4 CRZ " 2 / 1 4 - ' 6 1 Ø19.26" PROPOSED BUILDING COVERAGE FIRST FLOOR : 1663.26 sqft BACK WOODEN STAIRS: 23.00 sqft SECOND FLOOR: 943.87 sqft SECOND FLOOR BALCONY: 130.87 sqft EXISTING TO REMAIN EXISTING WOODEN DECK: 327.80 sqft EXISTING PORCH: 155.76 sqft LAUNDRY AREA " 7 - ' 7 95.92 ft² C.H = 9'-10" 2'-8" D06 6'-4 1/2" LINEN CLOSET " 0 - ' 3 " 2 - ' 6 N D W06 OFFICE 175.51 ft² C.H = 9'-10" 15'-3" " 2 / 1 6 - ' 1 1 D09 " 0 - ' 4 20'-2" D07 13'-2" PRIMARY BEDROOM 188.78 ft² C.H = 9'-10" D09 " 2 / 1 4 - ' 4 1 D08 8'-0" D03 " 2 / 1 6 - ' 1 3 W04 " 2 / 1 2 - ' 5 1 KING BED W04 8'-11" " 2 / 1 7 - ' 0 1 WIC D08 " 0 - ' 3 5'-0" 5'-0" " 2 / 1 4 - ' 4 1 PRIMARY BATH 226.52 ft² 19'-7" C.H = 9'-10" 1/2 CRZ Ø9" 1/4 CRZ 9' CRZ radius 9'-6" DR WM 9'-6" W04 W03 W03 " 2 / 1 6 - ' 1 3 " 2 / 1 0 - ' 1 2 W05 W05 W05 34'-1" 1 PROPOSED LEVEL 2 1/8" = 1'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED LEVEL 2 DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A008A008 I T H G E H X A M ' 0 3 " 2 - ' 8 2 I T H G E H X A M ' 0 3 " 2 - ' 8 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 4 / 3 6 - ' 9 1 " 4 / 3 6 - ' 9 1 I N O T C E J O R P E N A L P K C A B T E S ' 5 1 IRC Subchapter F:E Exceptions. A structure may not extend beyond the setback plane; except for: 1. A roof overhang or eave 45° T E N T P L A N E 12" 5" 12" 5" 12" 5" → W03 " 8 - ' 5 " 6 - ' 1 I N O T C E J O R P E N A L P K C A B T E S ' 5 1 EAST PROPERTY LINE 9'-4" W05 → W05 → W04 → D01 74'-0 3/4" 1 NORTH ELEVATION 1/8" = 1'-0" Match original roof pitch at first floor Gutter Match Existing Historic Wood Siding Existing Roof Gutter Existing Historic Wood Siding 4 5 ° T E N T P L A N E 45° T E N T P L A N E Proposed Metal Roof; Match original roof pitch at first floor 12" 5" 12" 5" D03 " 8 - ' 6 W9 " 0 1 - ' 9 " 6 - ' 8 EAST PROPERTY LINE 30'-8" W07 D02 W07 74'-0 3/4" 1 SOUTH ELEVATION 1/8" = 1'-0" 4 5 ° T E N T P L A N E T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" ' 5 1 I N O T C E J O R P E N A L P K C A B T E S ' 5 1 30'-8" WEST PROPERTY LINE T.O. GRADE FLOOR 0'-0" 1'-5" 1' IRC 25-2 Subchapter F: Article 2.6 E Exceptions. A structure may not extend beyond the setback plane; except for: 1. A roof overhang or eave Gutter T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" ' 9 Match Existing Historic Wood Siding T.O. ROOF 1 19'-6 3/4" ' 5 1 I N O T C E J O R P E N A L P K C A B T E S ' 5 1 Match Existing Historic Wood Siding WEST PROPERTY LINE 9'-4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED ELEVATIONS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A009 I T H G E H X A M ' 0 3 " 2 - ' 8 2 I T H G E H X A M ' 0 3 " 2 - ' 8 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 4 / 3 6 - ' 9 1 " 4 / 3 6 - ' 9 1 Gutter Existing Historic Wood Siding Match original roof pitch at first floor Gutter Match Existing Historic Wood Siding Match Existing Historic Wood Siding Existing Roof 5" 15' 12" 12" 5" 12" 5" " 0 1 - ' 1 " 8 - ' 5 " 6 - ' 1 → W04 " 8 - ' 5 " 6 - ' 1 → W04 D07 W06 ' 9 " 8 - ' 6 → W03 " 8 - ' 5 " 6 - ' 1 3' → W04 " 8 - ' 5 " 6 - ' 1 ' 0 1 " 8 - ' 8 D06 W08 1 EAST ELEVATION 1/8" = 1'-0" Match original roof pitch at first floor Gutter Match Existing Historic Wood Siding Match Existing Historic Wood Siding 12" 5" 12" 5" " 0 1 - ' 1 " 8 - ' 5 " 6 - ' 1 3' → W04 " 0 1 - ' 1 " 8 - ' 5 " 6 - ' 1 2'-8" 2'-8" → → W03 W03 " 8 - ' 5 " 6 - ' 1 → W01 " 2 - ' 4 ' 3 → W02 1 WEST ELEVATION 1/8" = 1'-0" 15' → W03 " 0 1 - ' 3 " 8 - ' 5 " 6 - ' 1 12" 5" Existing Roof Gutter Existing Historic Wood Siding T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED ELEVATIONS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A010 I T H G E H X A M ' 0 3 " 2 - ' 8 2 I T H G E H X A M ' 0 3 " 2 - ' 8 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 4 / 3 6 - ' 9 1 " 4 / 3 6 - ' 9 1 12" 5" 12" 5" " 8 - ' 6 → " 8 - ' 6 " 8 - ' 6 " 4 / 1 0 1 - ' 8 → → " 8 - ' 6 D05 D09 D09 D03 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 → W07 4 3 2 1 D02 1 SECTION A 1/8" = 1'-0" 12" 5" 12" 5" " 8 / 5 1 1 - ' 8 " 8 - ' 6 W06 D07 " 0 1 - ' 4 → W04 " 8 - ' 5 " 6 - ' 1 12" 5" " 4 - ' 1 " 8 - ' 8 " 8 / 7 1 1 - ' 0 1 D06 W08 1 SECTION B 1/8" = 1'-0" " 0 1 - ' 4 → W04 " 8 - ' 5 " 6 - ' 1 T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED SECTION A DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A011 I T H G E H X A M ' 0 3 " 2 - ' 8 2 I T H G E H X A M ' 0 3 " 2 - ' 8 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 2 / 1 6 - ' 4 ' 9 " 2 / 1 7 - ' 1 ' 1 1 ' 2 " 4 / 3 6 - ' 9 1 " 4 / 3 6 - ' 9 1 12" 5" 12" 5" 12" 5" " 8 - ' 6 → D05 " 8 - ' 6 → D04 D09 1 SECTION C 1/8" = 1'-0" 12" 5" 12" 5" 12" 5" → " 8 - ' 6 D05 ' 2 " 8 - ' 6 ' 2 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 → " 8 - ' 6 14 13 12 11 10 9 8 7 6 5 4 3 2 1 " 8 - ' 6 " 8 - ' 6 D04 D10 D05 D09 D09 D09 T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" 3 4" hardwood flooring finished 2nd floor line 3 4" subfloor T.O. ROOF 2 28'-2" FINISH SECOND FLOOR CEILING 23'-7 1/2" T.O. ROOF 1 19'-6 3/4" Level 2 14'-7 1/2" FINISH FIRST FLOOR CEILING 13'-0" Level 1 2'-0" T.O. GRADE FLOOR 0'-0" 3 4" hardwood flooring finished first floor line 3 4" subfloor 12"Ø pier " 2 / 1 7 - ' 1 ground ' 9 " 8 - ' 0 1 top of roof " 4 " 4 / 3 6 - ' 8 Double 2x6 top plate 6" thk exterior wall " 8 1 / 2 - ' 8 2 2x6 bottom plate 18" web trusses Double 2x6 top plate 6" thk exterior wall 2x6 bottom plate " 4 / 3 2x8 beam " 2 " 6 - ' 1 " 4 " 4 / 3 6 - ' 0 1 " 2 " 8 " 2 / 1 2 - ' 1 " 2 / 1 7 - ' 2 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED SECTION B DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" 1 SECTION D 1/8" = 1'-0" 1 BAY SECTION 1/4" = 1'-0" A012 MARK WIDTH HEIGHT D01 D02 D03 D05 D06 D07 D08 D09 D10 2'-10" 6'-4" 5'-6" 2'-6" 6'-10" 3' 2'-8" 3' 3' 6'-8" 8'-6" 6'-8" 8'-6" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" DOOR SCHEDULE COMMENTS EXTERIOR DOOR EXTERIOR DOOR 2F BALCONY DOOR INTERIOR DOOR EXTERIOR DOOR 2F BALCONY DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR PHASE CREATED EXISTING NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION EXISTING NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION EXISTING COUNT 1 1 1 2 1 1 2 5 1 MARK W01 W02 W03 W04 W05 W06 W07 W08 W09 WIDTH 3'-10" 3'-10" 2'-8" 3' 3' 6' 7' 11'-8 " 10'-9 " HEIGHT 4'-10" 3'-4" 4'-10" 4'-10" 1'-6" 8'-11 " 11'-0 " 10'-0 " 8'-11 " GRAND TOTAL: 19 WINDOW SCHEDULE WINDOW SILL HEIGHT 1'-6" 3'-0" 1'-6" 1'-6" 5'-7" 0 0 0 0 PHASE CREATED NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION COUNT 1 1 5 5 2 1 2 1 1 GRAND TOTAL: 15 DOOR LEGEND " 3 - ' 2 " 8 - ' 6 D02 6'-4" D01 3'-4" 2'-10" WINDOW LEGEND 4'-4" 3'-10" → " 8 - ' 5 " 0 1 - ' 4 " 6 - ' 1 " 0 1 - ' 9 " 6 - ' 8 " 4 - ' 8 → → " 8 - ' 6 " 8 - ' 6 → " 4 - ' 1 " 8 - ' 8 ' 0 1 " 8 - ' 6 " 8 - ' 6 → " 8 - ' 6 ' 2 " 8 - ' 6 D03 5'-6" 5'-1" 4'-4" 3'-10" → " 4 - ' 3 " 2 - ' 4 ' 3 D05 2'-6" 1'-2" D06 6'-10" 1'-2" D07 3' 3'-2" 2'-8" → " 0 1 - ' 4 " 8 - ' 5 " 6 - ' 1 " 8 - ' 5 " 6 - ' 1 3'-6" 3' → " 0 1 - ' 4 9'-2" 3'-2" 2'-8" → " 6 - ' 1 " 1 1 - ' 8 " 4 - ' 2 " 7 - ' 5 D08 2'-8" 2'-8" 6' D09 3' 2'-8" D10 3' 2'-8" 7' ' 1 1 W01 W02 W03 W04 W05 W06 W07 WINDOW LEGEND 11'-8" 12'-9" ' 0 1 " 1 1 - ' 8 W08 W9 DOOR & WINDOW SCHEDULE 3/16" = 1'-0" 1 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A DOORS & WINDOWS SCHEDULE DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A013 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A TYPICAL WOOD FRAMING DETAILS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A014 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A TYPICAL WOOD FRAMING DETAILS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A015 R A F T E R J OIS T "L" BRACE "T" BRACE MAX LENGTH ROOF BRACE 6'-0" 16'-0" 27'-0" 2x6 2x6 T 2x10 T 1 FACE NAIL CEILING JOIST TO RAFTER W/ 4-3x0.131 TOE NAIL RAFTER TO TOP PLATE WITH 3-3x0.131 (BOTH SIDES) STUD 2 OUTER 1/3 OF SPAN ONLY 1/3 JOIST DEPTH MAX. 1/4 JOIST DEPTH MAX. 2" MIN. 1/6 JOIST DEPTH MAX. 5 2x4 BLOCKING. FACE NAIL 6 TOP PLATE D N E E C N A T S D I W O R I G N C A P S END DISTANCE NAIL ROW NAIL ROW NAIL ROW NAIL ROW JOIST BRIDGING BEAM CEILING JOIST S T R O N G B A C K 7 CEILING JOIST 8 H E A D E R SPACE BETWEEN COL. CRIPLE STUD METAL TIE # OF NAILS PER ROW NAIL SIZE END DISTANCE EDGE DISTANCE SPACE BETWEEN ROWS SPACE BETWEEN COLUMNS (3) 2x4 1 30d (4) 2x4 1 30d (3) 2x6 2 50d (4) 2x6 2 50d (6) 2x6 2 50d 3.5" 3.75" 3.5" 3.75" 3.5" 1.5" 1.5" 1.5" 1.5" 1.5" 8 9 8 9 6 0.5" 0.5" 2.5" 2.5" 2.5" WHEN ONE NAIL PER ROW IS SPECIFIED, NAILS IN ADJACENT ROWS SHALL BE DRIVEN FROM OPPOSITE SIDES IN OPPOSITE COLUMNS. 4 1/2" SIMPSON SDS SCREWS MAY REPLACE 30D NAILS & 6" SIMPSON SDS SCREWS MAY REPLACE 50D NAILS. SOLID TIMBER MEMBERS OF EQUAL OR GREATER SIZE MAY BE USED INSTEAD OF SPECIFIED STUD PACKS. 11 BOTTOM PLATE 12 13 , I S E R A V T H G E H 2x4 BLOCK TO TOP PLATE I 2x4 DIAGONAL BRACES AT 45° 3 ( DEPEND ON CEILING JOIST DEPTH) ADD FULL HEIGHT STUDS BELOW BEAM RAFTERS SIMPSON H2.5 OR APPROVED SIMILAR NAILED PER MFRG. RECOMMENDATIONS 4 BEAM PER PLAN APPROPRIATE HANGER 9 2x4 @ 48" O.C. RAFTER 4 5 ° CEILING JOIST STUD BEAM PER PLAN 0.131x3.25" NAILS @ 2" O.C. (BOTH SIDES) KNEE BRACE UP TO WALL J OIS T J OIS T TOP PLATE RAFTERS 10 BOTTOM PLATE LAG SCREWS @ 24" O.C. TOP AND BOTTOM. FLOOR MEMBER JOIST HANGER FLOOR JOIST PER PLAN BEAM PER PLAN BAND SILL 2x12" LEDGER SEE DETAIL A WOOD POST 14 DECK DETAIL COLUMN BASE CAPE BEAM PER PLAN SIMPSON CORNER COLUMN CAP OR SIMILAR HANGER COLUMN THE DETAILS SHOW ONLY TYPICAL CONDITIONS AND DO NOT REPRESENT EVERY CONDITION. THEY DO NOT CONVEY OR IMPLY THE MEANS AND METHODS TO IMPLEMENT THE DESIGN. NOT TO SCALE B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A DETAILS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A016 PERIMETER FASTENER SPACING A MIN. FASTENING SCHEDULE U.N.O. A/B = 6/12" FOR WSP A/B = 7/7" FOR GB A/B = 3/6" FOR THERMO-PLY INNER FASTENER SPACING B T.O. PLATE DETAIL B HORIZONTAL BLOCKING AT PANEL EDGES (SEE DETAIL 5) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (INTERIOR) T.O.C. ANCHORS PER IRC TWO BRACED WALL PANELS ONE BRACED WALL PANEL 16 BEAM PER PLAN 1.75x11.25" MIN. BEAM PER PLAN 1.75x11.25" MIN. 6' TO 18' MAX. 6' TO 18' MAX 1000LB CAPACITY STRAP B B=16" FOR ONE STORY B=24" FOR TWO STORY I T H G E H X A M " 0 - ' 0 1 BLOCKING FACE NAIL TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKERS @ 3" O.C. STHD14 STRONG TIE (TYP.) 5/8Ø ANCHOR BOLT W/ 2"x2"x3/16" WASHER. MIN 7" EMBED TRIPLE BOTTOM PLATE SHEATH EXTERIOR SIDE OF PANEL W/ 7/16" OSB FROM TOP OF HEADER TO BOTTOM PLATE. FASTEN TO FRAMING W/3x0.131 @ 3" O.C. (SHEATHING CUT AWAY FOR CLARITY) 15 17 DETAIL A DBL. PLATE OPT. 1x4 LET IN 2x STUD @ 16" O.C. HORIZ. BLOCKING AT SHEATHING EDGES REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING SHEATHING EDGE 38" FROM SHEATHING EDGE, TYP. 2x STUD BOTTOM PLATES. PLATES IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IN ACCORDANCE WITH APPROVED STANDARDS AND SHALL BE ANCHORED TO CONCRETE BY THE FOLLOWING METHODS: (a) EXTERIOR PLATES IN CONTACT WITH CONCRETE: (i) 1/2" ANCHOR BOLTS, MIN. 7" EMBED SPACED 6'-0" ON CENTER, MAX. WITH .229x3x3 STEEL PLATE WASHERS BETWEEN THE BOTTOM PLATE AND NUT. (ii) SIMPSON MAS/USP FA3 MUDSILL ANCHORS INSTALLED PER MANUFACTURERS SPECIFICATIONS, AND SPACED PER MASA DETAIL. IF ONE OF THE ABOVE METHODS CANNOT BE PLACED BETWEEN 4" AND 12" FROM THE ENDS OF EACH PLATE SECTION, USE (2) HILTI X-CP72 (OR EQUAL) PLACED @ 6" AND 10" FROM EACH END OF SILL PLATES. (b) INTERIOR NON-SHEARWALL PLATES IN CONTACT WITH CONCRETE SHALL BE ANCHORED TO CONCRETE W/ HILTI X-CP72 (OR EQUAL) @ 32" O.C. (c) INTERIOR SHEARWALL PLATES SHALL BE ANCHORED TO CONCRETE W/ HILTI X-CP72 (OR EQUAL) @ 8" O.C., U.N.O. (d) BOTTOM PLATES IN CONTACT WITH LUMBER TO BE FASTENED PER FASTENER SCHEDULE. . P Y T L E N A P F O D N E 2x SILL PLATE 2x STUD PLYWOOD FLOOR REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING 2x PLATE RIM BOARD FLOOR JOIST 2x STUD TOP PLATE PLYWOOD & OSB · PLYWOOD OR ORIENTED STRAND BOARD (O.S.B.) - ROOF SHEATHING, DESIGNED FOR DIAPHRAGM ACTION, SHALL BE APA RATED SHEATHING GRADE EXPOSURE 1. THE SLOPED ROOF SHALL BE A MINIMUM 19/32" THICKNESS, 40/20 SPAN RATED. FLOORED AREAS SHALL BE PLYWOOD WITH A MINIMUM OF 56" INCH THICKNESS, TONGUE-AND-GROOVE, SPAN RATED 48/24. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SUPPORTS AND SHALL BE APPLIED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. FASTENERS SHALL BE 8d COMMON NAILS @ 6" O.C. ALONG PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. ROOF STAPLES ARE NOT ALLOWED. · FLAT ROOFED AREAS SHALL BE 1/2" PLYWOOD APA RATED SHEATHING TONGUE AND GROOVE GRADE EXPOSURE 1. INTERIOR GRADE OSB SHALL NOT BE USED ON ANY FLAT ROOFED AREAS. · ROOF SHEATHING SHALL BE INSTALLED WITH STEEL H-CLIPS BETWEEN PANEL EDGES, ONE AT MIDSPAN; BLOCKING OR TONGUE-AND-GROOVE PANEL EDGES MAY ALSO BE USED. · PLYWOOD OR ORIENTED STRAND BOARD (O.S.B.) - EXTERIOR WALL SHEATHING, DESIGNED FOR DIAPHRAGM ACTION, SHALL BE APA RATED SHEATHING GRADE EXPOSURE 1. EXTERIOR WALL SHEATHING SHALL BE A MINIMUM 7/16" THICKNESS, 24/16 SPAN RATED. FASTENERS SHALL BE 8d COMMON NAILS SPACED PER THE STRUCTURAL FRAMING DETAILS. STAPLES ARE NOT ALLOWED. SHEAR WALL PANEL BOTTOM PLATE FASTENING REQUIREMENTS: · ALL GROUND LEVEL INTERIOR WALLS ON PLAN DENOTED WITH SOLID, CONTINUOUS LINES SHALL BE FASTENED WITH RAMSET TYPE POWDER ACTUATED FASTENERS (PAF'S) EQUIVALENT TO HILTI X-CP72 (OR EQUAL) @ 8" O.C. · ALL UPPER LEVEL WALLS: FASTEN BOTTOM PLATE TO FLOOR FRAMING OR BLOCKING WITH MIN. (4) 3x0.131 @ 16" O.C./ (1) 3x0.131 @ 4" O.C. STRUCTURAL BOLTS AND THREADED FASTENERS: · UNLESS NOTED OTHERWISE, ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A325 TYPE 1. · THREADED ROD: ASTM 572 GRADE 50 · PINS: ASTM A36 · ALL ASTM A325, F1852, AND A490 HIGH-STRENGTH BOLTS TO BE INSTALLED AS NOTED ON PLANS. REFER TO RCSC SPECIFICATION 4.1 FOR SNUG-TIGHTENED JOINTS, 4.2 FOR PRETENSIONED JOINTS, AND 4.3 FOR SLIP-CRITICAL JOINTS. · STUD SPACING TO BE 16" O.C. FOR ALL SHEARWALLS (SOLID ON PLAN). · SHEATHING TO BE CONTINUOUS TO HEIGHT OF DIAPHRAGM CONNECTION. THE DETAILS SHOW ONLY TYPICAL CONDITIONS AND DO NOT REPRESENT EVERY CONDITION. THEY DO NOT CONVEY OR IMPLY THE MEANS AND METHODS TO IMPLEMENT THE DESIGN. NOT TO SCALE JOIST/TRUSS/TJI ATTACH WITH NAILS 2X12 PLY 18 WALL/BEAM/PONY WALL B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A DETAILS DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A017 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A STRUCTURAL NOTES DATE: 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A018 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED 3D VIEW DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A019 3D Views 1 B e u n e v A 1 1 4 4 1 5 7 8 7 X T , n i t s u A PROPOSED 3D VIEW DATE : 09-MAY-2025 DRAWN BY : K.D. PAPER SIZE : 17" X 11" A020 3D Views 1