18.1 - 1600 Palma Plz - Drawings — original pdf

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I I I E L E C T R C A L L N E E X S T N G O V E R H E A D I EXISTING POWER POLE EXISTING PAVED DRIVEWAY & CURB-CUT PROPOSED TEMPORARY LOCATION OF DUMPSTER " 0 - ' 6 2 E N O Z L A C T R C L L U F I I " 0 - ' 3 1 E N O Z L A C T R C 2 / 1 I I " 6 - ' 6 I I L A C T R C 4 / 1 E N O Z 24" PECAN AREA OF PROPOSED SINGLE STORY, PIER & BEAM ADDITION 20'-0" FULL CRITICAL ZONE 5'-0" 10'-0" 1/4 CRITICAL ZONE 1/2 CRITICAL ZONE WEST LYNN STREET EXISTING SIDEWALK 20" PECAN EXISTING SIDEWALK ALL REQUIRED DIGGING IN 1/2 CRZ TO BE DONE WITH HAND TOOLS. There is no cut or fill 4” or greater within the ½ CRZ of protected trees and there is no impact allowed in the ¼ CRZ. EAST SIDE PROPERTY LINE: 109.80' Prior to construction, protective fencing is required around all protected trees within the LOC. Fencing is required to be chain-link mesh at a minimum height of five feet. Fencing should be installed to protect the entire critical root zone area or as much of the CRZ as is practical. When the protective fencing cannot incorporate the entire ½ critical root zone, an 8” 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. AREA OF PROPOSED SINGLE STORY, PIER & BEAM ADDITION 15' CORNER LOT BUILDING SETBACK LINE AREA OF EXISITNG SINGLE STORY, PIER & BEAM HOUSE E LIN K C A B T E S G D R A T Y N O R F DIN 5' 2 UIL B AREA OF EXISITNG FRONT PORCH P E T S Y R N O S A M G N T S X E I I ALK CRETE W N O G C EXISTIN EXISTING WATER METER 0' 0.8 6 E: LIN Y T R E P O R P T N O R F PALMA PLAZA 22'-0" FULL CRITICAL ZONE 11'-0" 5'-6" 1/2 CRITICAL ZONE 1/4 CRITICAL ZONE 22" PECAN RELOCATED OVERHEAD ELECTRICAL LINE AREA OF PROPOSED SINGLE STORY, PIER & BEAM ADDITION NEW ELECTRIC. DROP & METER LOCATION NEW HVAC 5' SIDE YARD BUILDING SETBACK LINE NEW UNCOVERED BRICK STOOP & STEP WEST SIDE PROPERTY LINE: 100.90' CHAIN LINK FENCE AS PER CITY OF AUSTIN TREE PROTECTION REQUIREMENTS INSTALL 8" OF MULCH AT FULL CRITICAL ROOT ZONE. HATCHED AREAS: 1 SITE PLAN SCALE: 1/8" = 1-0" ALL REQUIRED DIGGING IN 1/2 CRZ TO BE DONE WITH HAND TOOLS. There is no cut or fill 4” or greater within the ½ CRZ of protected trees and there is no impact allowed in the ¼ CRZ. Prior to construction, protective fencing is required around all protected trees within the LOC. Fencing is required to be chain-link mesh at a minimum height of five feet. Fencing should be installed to protect the entire critical root zone area or as much of the CRZ as is practical. When the protective fencing cannot incorporate the entire ½ critical root zone, an 8” 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. NORTH SUN ROOM T E S O L C BEDROOM 2 BATH 1 K N S I T E S O L C BEDROOM 1 HALL COVERED FRONT PORCH 2 DEMOLITION FLOOR PLAN SCALE: 1/8" = 1-0" DINING ROOM LIVING ROOM . I G R F E R KITCHEN SINK I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 A1 . ' 8 4 9 5 : E N I L Y T R E P O R P R A E R PROPOSED TEMPORARY LOCATION OF PORTABLE TOILET I G N D L I U B D R A Y R A E R ' 0 1 E N I L K C A B T E S " 0 - ' 5 I I L A C T R C 4 / 1 E N O Z 20" PECAN " 0 - ' 0 2 " 0 - ' 0 1 E N O Z L A C T R C L L U F I I E N O Z L A C T R C 2 / 1 I I ALL REQUIRED DIGGING IN 1/2 CRZ TO BE DONE WITH HAND TOOLS. There is no cut or fill 4” or greater within the ½ CRZ of protected trees and there is no impact allowed in the ¼ CRZ. NEW BRICK WALK AREA OF PROPOSED COVERED ENTRY DETACHED GARAGE. NO WORK HERE. EXISTING POWER POLE D A E H R E V O G N T S X E I I I E N L L A C R T C E L E I D A E H R E V O G N T S X E I I I E N L L A C R T C E L E I 1600 PALMA PLAZA SQUARE FOOT CALCS. LOT SIZE: 6,591 S.F EXISTING REMODELED CONDITIONED FLOOR AREA: 1,204 S.F. EXISTING COVERED FRONT PORCH: 72 S.F. EXISTING, DETACHED, UNCONDITIONED, ONE CAR GARAGE: 240 S.F. PROPOSED CONDITIONED ADDITION: 585 S.F. PROPOSED COVERED BACK ENTRY: 18 S.F. EXISTING PAVED DRIVEWAY: 508 S.F. EXISTING UNCOVERED CONCRETE STEP & WALK: 124 S.F. PROPOSED UNCOVERED BRICK STOOP, STEPS & WALK: 66 S.F. PROPOSED RELOCATED HVAC PADS: 8 S.F. 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHREXISTING PAVED DRIVEWAY " 2 / 1 5 " 0 - ' 7 D MATCHING +/-9'-6" CEILING HEIGHT BEDROOM 3 PIER & BEAM FOUNDATION AT ADDITION NEW WOOD FLOOR. ALLOWANCE ITEM 6'-8 1/2" 3'-6" 12 " 2 / 1 4 - ' 2 60" x 32" TUB TILE FLOOR BATH 2 I Y T N A V " 8 4 1'-7 1/2" 8 NEW HALL 1'-7 1/2" " 2 / 1 5 NEW CLOSET CABINETRY SALVAGED BRICK AT NEW EXTERIOR WALLS W/ VENEER NEW COVERED STOOP NEW BRICK WALK LINE OF COVERED STOOP BEAMS & BRACKET ABOVE. REFER ELEVATIONS. " 5 - ' 3 9 " 2 / 1 3 - ' 2 H 3'-1" 7 I F O E N L R O R E T X E I E S U O H G N T S X E I I " 1 1 - ' 4 1 " 7 - ' 4 16'-2 1/2" 2'-1 1/2" 3'-6" 3'-6" 2'-9 1/2" 5 1/2" 10'-4 1/2" 5'-4 1/2" C C 3'-9" 3'-2" 2'-6 1/2" " 2 / 1 1 - ' 2 C C C SALVAGED BRICK AT NEW EXTERIOR WALLS W/ VENEER D TEMPERED GLAZING A A REPLACEMENT WINDOWS BEDROOM 2 EXTERIOR LINE OF EXISTING HOUSE 17'-10 1/2" C " 2 / 1 4 - ' 3 " 2 / 1 7 - ' 1 6'-0 1/2" D TEMPERED GLAZING SHOWER W/ BENCH 1'-6" 3 1/2" 2'-9 1/2" " 0 - ' 2 E TEMPERED GLAZING BATH 1 TILE FLOOR SINK 3.5" DEEP TILED SHELF 4 24" VANITY NEW HALF BATH TILE FLOOR 2 2'-9 1/2" HALL NEW 3' CASED OPENING 3'-1" 1'-3" " 2 / 1 0 - ' 3 " 6 - ' 5 6'-8" 1'-0" LINEN 6'-8 1/2" 3'-6" 3'-2 1/4" 5 MATCHING +/-9'-6" CEILING HEIGHT BEDROOM 3 NEW WOOD FLOOR. ALLOWANCE ITEM 11 " 2 / 1 4 - ' 2 NEW CLOSET CABINETRY " 2 / 1 4 - ' 2 WALK-IN CLOSET " 8 - ' 5 3 10 SINK 1'-0" " 0 - ' 1 TILE FLOOR NEW PULL DOWN SCISSOR LADDER ABOVE STACKED WASHER & DRYER 1'-0" " 0 - ' 1 S E V L E H S P E E D " 2 1 W E N 6 11'-0" NEW 3' CASED OPENING NEW CLOSET CABINETRY UTILITY ROOM 3'-4" 5'-6" 9'-5" 6'-4 1/2" F LIVING ROOM MATCHING +/-9'-6" CEILING HEIGHT NEW WOOD FLOOR. ALLOWANCE ITEM 11'-4" KITCHEN ISLAND DISH WASHER SINK W/ DISPOSAL NEW WOOD FLOOR. ALLOWANCE ITEM KITCHEN 36" GAS RANGE & VENT-HOOD EXTERIOR LINE OF EXISTING HOUSE 28" DEEP, PANTRY CABINET 28" DEEP, 36" REFRIG. & FREEZER CABINET ALCOVE MICRO- WAVE SHELF BELOW G G EXISTING DETACHED GARAGE. NO WORK HERE. " 2 / 1 9 - ' 8 NEW & REPLACEMENT MARVIN 'ESSENTIAL' WINDOWS & FRENCH DOORS THROUGHOUT. SPRAY FOAM INSULATION AT ALL OPEN ROOF, FLOOR JOISTS & EXTERIOR WALL LOCATIONS. VERIFY SPECIFICATIONS. A A REPLACEMENT WINDOWS OFFICE DINING ROOM NEW WOOD FLOOR. ALLOWANCE ITEM EXISTING FIREPLACE. VERIFY RESTORATION. T N E M E C A L P E R W O D N W I A T N E M E C A L P E R W O D N W I A A T N E M E C A L P E R W O D N W I COVERED FRONT PORCH REPLACEMENT DOOR 1 NEW TILE FLOOR Y R N O S A M G N T S X E I I I E L T W E N / W P E T S 1'-6" REPLACEMENT WINDOW B " 0 - ' 2 H NEW UNCOVERED BRICK STOOP & STEP " 0 - ' 4 " 4 - ' 1 REPLACEMENT WINDOW B " 2 / 1 5 - ' 6 NEW ELECTRIC. DROP & METER LOCATION 11'-4 1/2" NEW HVAC 10'-6" 3'-6" 1'-4" 4'-0" 3'-2 1/2" 31'-9 1/2" 14'-5" FLOOR PLAN LEGEND FLOOR PLAN SCALE: 1/4" = 1-0" 'MARVIN ESSENTIAL' WINDOW & DOOR SCHEDULE Size (rough opening) Designation Description EXISTING FRAMED WALL TO REMAIN EXTERIOR FRAMED WALL W/ BRICK VENEER. NEW 2x4 FRAMED WALL. NEW 2x6 FRAMED WALL. NEW EXTERIOR FRAMED WALL W/ SALVAGED BRICK VENEER. NORTH REPLACEMENT Double-Hung Window REPLACEMENT Picture Window Double-Hung Window MATCH WINDOW 'A' Awning Window Picture Window (2) 3'-6" Wide x 5'-6" Tall Side Casments & (1) 3'-6" Wide x 5'-6" Tall Center Picture Window above (3) 3'-6" Wide x 2'-0" Tall Picture Windows Casement Window In-Swing French Door Width +/-2'-8" Site Verify +/-2'-8" Site Verify +/-2'-8" Site Verify 3'-6" 2'-6" 7'-6" 3'-0" 3'-0" Height +/-5'-6" Site Verify +/-3'-6" Site Verify +/-5'-6" Site Verify 2'-6" 2'-6" 10'-6" 4'-4" 6'-10" A B C D E F G H 7 2 6 2 1 1 2 2 Number of Units Remarks Egress Window Egress Window (2) UNITS W/ TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING AT LOWER UNITS GENERAL WINDOW NOTES: 1. SEE ABOVE FOR EXTERIOR & INTERIOR DOOR & WINDOW FINISHES.. 2. VERIFY Hardware for Exterior Doors. 3. VERIFY Hardware Trim at Windows 4. PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODE. 5. Install all window units as per manufacturer's specifications. 6. CONFIRM FRAMING DIMENSIONS FOR ALL WINDOWS PRIOR TO ORDERING. 7. Refer Elevations to confirm window Light / Mullion configurations. 8. All windows to meet EGRESS Requirements where required by code. 9. All Units to have Low-E, Insulated Glazing. 10. VERIFY CASEMENT WINDOW SWING DIRECTS AT ELEVATIONS. DOOR SCHEDULE DOOR NO. Unit Size width height DOOR SPECIFICATION +/-2'-0" VERIFY +/-6'-10" VERIFY Exterior REPLACEMNT Front Door W/ PRIVACY GLAZING. VERIFY SPECS. 1 2 3 4 5 6 7 8 9 10 11 12 2'-0" 2'-8" 2'-6" 2'-0" 2'-8" 2'-8" 2'-6" 2'-8" 4'-0" 4'-0" 4'-0" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" Interior Swing Door. VERIFY SPECS. Interior Swing Door. VERIFY SPECS. Interior Swing Door. VERIFY SPECS. Interior Pocket Door. VERIFY SPECS. Interior Pocket Door. VERIFY SPECS. Interior Swing Door. VERIFY SPECS. Interior Swing Door. VERIFY SPECS. Interior Swing Door. VERIFY SPECS. Interior Swing DOUBLE Doors. VERIFY SPECS. Interior Swing DOUBLE Doors. VERIFY SPECS. Interior Swing DOUBLE Doors. VERIFY SPECS. GENERAL DOOR NOTES: 1. VERIFY EXTERIOR DOOR CLADDING COLOR W/ WINDOW SELECTION. 2. Install all Door units as per manufacturer's specifications. 3. DOORS SPECIFICATIONS TO BE DETERMINED BEFORE ORDERING. 4. Verify 2x4 or 2x6 door frame locations prior to ordering. 5. Exterior Doors to be Ordered Pre-Hung w/ SOLID WOOD (oak) THRESHOLDS. I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 A2 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHRNEW NORTH GABLE RIDGE LINE NEW HIPPED ROOF RIDGE LINE I F O E N L R O R E T X E I E S U O H G N T S X E I I I D E P P H W E N I E N L E G D R F O O R I NEW ASPHALT SHINGLE ROOF EXISTING HOUSE RIDGE LINE EXISTING FRONT PORCH GABLE RIDGE LINE I D E P P H W E N I E N L E G D R F O O R I EXTERIOR LINE OF EXISTING HOUSE ROOF PLAN SCALE: 1/4" = 1-0" NORTH I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 A3 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHRNEW & REPLACEMENT MARVIN 'ESSENTIAL' WINDOWS & FRENCH DOORS THROUGHOUT. SPRAY FOAM INSULATION AT ALL OPEN ROOF, FLOOR JOISTS & EXTERIOR WALL LOCATIONS. VERIFY SPECIFICATIONS. NEW HIP ROOF NEW HIP ROOF AT ADDITION AT ADDITION MATCH EXISTING WINDOW HEIGHT I I G N T S X E H C T A M I T H G E H W O D N W I LINE OF EXISTING & NEW WOOD BAND NEW WINDOW STUCCO VENEER AT NEW ADDITION NEW ROOF PITCHES EAVES & OVERHANGS TO MATCH & ALIGN W/ EXISITNG. EXISTING & NEW TOP PLATE ALIGN EXISTING & NEW WOOD BAND UNDER EAVES. REFER DETAILS. PAINTED PVC BRICK MOULD & SILLS AT NEW WINDOWS. REFER DETAILS. EXISTING & NEW FIRST FLOOR EXISTING BRICK CHIMNEY NEW HIP ROOF AT ADDITION NEW ASPHALT SHINGLE ROOF LINE OF EXISTING & NEW WOOD BAND STUCCO VENEER AT NEW ADDITION NEW FRENCH DOOR REPLACEMENT WINDOW REPLACEMENT WINDOW REPLACEMENT WINDOW EXISTING STUCCO AT GABLE END EXISTING WOOD BAND REPLACEMENT FRONT DOOR AREA OF EXISTING BRICK VENEER SOUTH ELEVATION SCALE: 1/4" = 1-0" EXISTING BRICK CHIMNEY NEW ASPHALT SHINGLE ROOF NEW HIP ROOF AT ADDITION EXISTING COVERED FRONT PORCH AREA OF EXISTING BRICK VENEER LINE OF EXISTING & NEW WOOD BAND STUCCO VENEER AT NEW ADDITION REPLACEMENT WINDOW REPLACEMENT WINDOW NEW WINDOW NEW WINDOW NEW WINDOW NEW WINDOW REPLACEMENT WINDOW REPLACEMENT WINDOW NEW WINDOW NEW WINDOW NEW WINDOW LINE OF EXISTING & NEW WOOD BAND I I G N T S X E H C T A M I T H G E H W O D N W I AREA OF EXISTING BRICK VENEER AREA OF SALVAGED BRICK NEW ROOF PITCHES EAVES & OVERHANGS TO MATCH & ALIGN W/ EXISITNG. ALIGN EXISTING & NEW WOOD BAND UNDER EAVES. REFER DETAILS. PAINTED PVC BRICK MOULD & SILLS AT NEW WINDOWS. REFER DETAILS. EXISTING & NEW TOP PLATE EXISTING & NEW FIRST FLOOR EAST ELEVATION SCALE: 1/4" = 1-0" I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 A4 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHRNEW HIP ROOF AT ADDITION NEW ASPHALT SHINGLE ROOF NEW HIP ROOF AT ADDITION MATCHING STUCCO AT NEW GABLE END MATCHING WOOD BAND LINE OF EXISTING & NEW WOOD BAND NEW WINDOW NEW WINDOW AREA OF SALVAGED BRICK I I G N T S X E H C T A M I T H G E H W O D N W I NEW FRENCH DOOR STUCCO VENEER AT NEW ADDITION NEW WINDOWS LINE OF EXISTING & NEW WOOD BAND STUCCO VENEER AT NEW ADDITION MATCH EXISTING WINDOW HEIGHT EXISTING & NEW TOP PLATE NEW ROOF PITCHES EAVES & OVERHANGS TO MATCH & ALIGN W/ EXISITNG. ALIGN EXISTING & NEW WOOD BAND UNDER EAVES. REFER DETAILS. PAINTED PVC BRICK MOULD & SILLS AT NEW WINDOWS. REFER DETAILS. EXISTING & NEW FIRST FLOOR NORTH ELEVATION SCALE: 1/4" = 1-0" COVERED STOOP ROOF BRACKET. REFER DETAIL. NEW ROOF PITCHES EAVES & OVERHANGS TO MATCH & ALIGN W/ EXISITNG. COVERED STOOP ROOF BRACKET. REFER DETAIL. ALIGN EXISTING & NEW WOOD BAND UNDER EAVES. REFER DETAILS. PAINTED PVC BRICK MOULD & SILLS AT NEW WINDOWS. REFER DETAILS. NEW ASPHALT SHINGLE ROOF EXISTING BRICK CHIMNEY AREA OF SALVAGED BRICK NEW WINDOW NEW WINDOW NEW WINDOW LINE OF EXISTING & NEW WOOD BAND STUCCO VENEER AT NEW ADDITION I I G N T S X E H C T A M I T H G E H W O D N W I REPLACEMENT WINDOW REPLACEMENT WINDOW LINE OF EXISTING & NEW WOOD BAND AREA OF EXISTING BRICK VENEER I I G N T S X E H C T A M I T H G E H W O D N W I EXISTING COVERED FRONT PORCH WEST ELEVATION SCALE: 1/4" = 1-0" I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 A5 EXISTING & NEW TOP PLATE EXISTING & NEW FIRST FLOOR 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHRLIVING ROOM, KITCHEN & DINING: EAST 1 SCALE: 3/8" = 1'-0" 2'-6" 2'-6" " 3 - ' 1 " 6 - ' 3 " 6 - ' 1 " 0 - ' 3 SEALED BIRCH WOOD, EUROPEAN SEAMLESS, SLAB CABINETRY. VERIFY SPECIFICATIONS. 6" SQUARE TILE BACK-SPLASH ON HARDI-BACKER SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. " 2 " 6 " 0 - ' 2 " 4 12" DEEP UPPER CABINETS BUILT-IN 36" VENT-HOOD INSERT W/ TILE SURROUND " 2 - ' 3 28" DEEP UPPER REFRIG. CABINET " 6 - ' 5 " 1 - ' 6 28" DEEP 36" REFRIG. CABINET ALCOVE 28" DEEP PANTRY CABINET DRAWER DRAWER 24" DEEP LOWER CABINETS 36" GAS RANGE (3) DRAWERS MICRO-WAVE OVEN SHELF DRAWER NEW FRENCH DOOR AS SCHEDULED 6" SQUARE TILE BACK-SPLASH ON HARDI-BACKER " 6 - ' 1 16" DEEP KNEE SPACE " 0 - ' 3 " 2 " 4 3 KITCHEN: SOUTH SCALE: 3/8" = 1'-0" " 3 - ' 1 " 6 - ' 3 " 0 - ' 3 I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 2'-6" 2'-6" 3'-0" 2'-0" 2'-0" 3'-3" 2'-8" 1'-4" 2'-0" 2'-0" KITCHEN & LIVING ROOM: WEST 2 SCALE: 3/8" = 1'-0" 2'-0" 1'-0" SIDE OF BUILT-IN 36" VENT-HOOD INSERT W/ TILE SURROUND SIDE OF 28" DEEP 36" REFRIG. CABINET ALCOVE SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. SEALED BIRCH WOOD, EUROPEAN SEAMLESS, SLAB CABINETRY. VERIFY SPECIFICATIONS. " 6 - ' 5 SINK W/ DISPOSAL 16" DEEP LOWER CABINET AT KITCHEN ISLAND ENDS " 0 - ' 3 OUTLET (3) DRAWERS " 2 " 4 2'-0" 2'-4" 4 KITCHEN: NORTH SCALE: 3/8" = 1'-0" SIDES OF 16" DEEP LOWER CABINETS AT KITCHEN ISLAND ENDS SINK W/ DISPOSAL 24" DEEP LOWER CABINETS 24" DISH-WASHER OUTLET (3) DRAWERS " 2 " 0 - ' 3 SINK W/ DISPOSAL 16" DEEP KNEE SPACE SIDES OF 16" DEEP LOWER CABINETS AT KITCHEN ISLAND ENDS SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. SEALED BIRCH WOOD, EUROPEAN SEAMLESS, SLAB CABINETRY. VERIFY SPECIFICATIONS. DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 3'-4" 1'-4" 2'-8" 2'-8" 2'-0" 1'-4" 1'-4" 1'-4" 8'-8" 1'-4" 5 KITCHEN ISLAND: EAST SIDE SCALE: 3/8" = 1'-0" 6 KITCHEN ISLAND: WEST SIDE SCALE: 3/8" = 1'-0" A6 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHR3'-0" 1'-0" 1'-0" 2'-8" 2'-8" 3'-11 1/2" 1'-0" 12" DEEP UPPER CABINETS 12" DEEP UPPER CABINETS OPEN SHELVES AT SIDE OF WASHER & DRYER SEALED BIRCH WOOD, EUROPEAN SEAMLESS, SLAB CABINETRY. VERIFY SPECIFICATIONS. 6" TALL MATCHING SOLID-SURFACE BACK-SPLASH SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. STACKED WASHER & DRYER 6" TALL MATCHING SOLID-SURFACE BACK-SPLASH DRAWER DRAWER OPEN SHELVES AT SIDE OF WASHER & DRYER 18" DEEP LOWER CABINETS 2'-6" 1'-6" 2'-0" 2'-8" 2'-8" 2'-11 1/2" 1'-6" 2'-0" 1 UTILITY ROOM: NORTH SCALE: 3/8" = 1'-0" 2 UTILITY ROOM: EAST SCALE: 3/8" = 1'-0" 3 UTILITY ROOM: SOUTH SCALE: 3/8" = 1'-0" 4 UTILITY ROOM: WEST SCALE: 3/8" = 1'-0" 6" SQUARE TILE ON HARDI-BACKER FRAME-LESS SHOWER DOOR & PARTITION. TILED SHOWER THRESHOLD, STEM WALL, & WALL BAND W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. 3 1/2" DEEP TILED SHELF W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. " 0 - ' 4 " 0 - ' 3 1'-2" 6" x 2" BULL-NOSE EDGING TILE ON HARDI-BACKER AT TOP OF WALL TILE AS SHOWN. 6" SQUARE TILE ON HARDI-BACKER SIDE OF LINEN CABINET. SHOWER FAUCET & HEAD. FRAME-LESS SHOWER DOOR & PARTITION. TILED SHOWER THRESHOLD, STEM WALL, & WALL BAND W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. 6" SQUARE TILE ON HARDI-BACKER 3 1/2" DEEP TILED SHELF W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. TILED SHOWER BENCH W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. " 2 " 6 - ' 1 3'-0" 1'-6" SEALED BIRCH WOOD, EUROPEAN SEAMLESS, SLAB CABINETRY. VERIFY SPECIFICATIONS. 1'-9" 3 1/2" 5 BATHROOM 1: SOUTH SCALE: 3/8" = 1'-0" BATHROOM 1: EAST SCALE: 3/8" = 1'-0" 7 BATHROOM 1: NORTH SCALE: 3/8" = 1'-0" 8 BATHROOM 1: WEST SCALE: 3/8" = 1'-0" 3 1/2" 1'-6" 9 BATHROOM 1 SHOWER: WEST SCALE: 3/8" = 1'-0" " 3 - ' 1 " 6 - ' 3 " 6 - ' 1 " 0 - ' 3 " 2 " 6 " 0 - ' 2 " 4 SINK 24" DEEP LOWER CABINETS 1'-6" 14" DEEP LINEN CABINET 6" SQUARE TILE ON HARDI-BACKER TILED SHOWER THRESHOLD, STEM WALL, & WALL BAND W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. TILED SHOWER BENCH W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. " 2 " 6 - ' 1 LIGHT MIRRORED MEDICINE CABINET STEEL TOWEL SHELVES 3 1/2" DEEP TILED SHELF W/ SOLID SURFACE TOP & SQUARE, 2" EDGE. " 0 - ' 4 SOLID SURFACE COUNTER-TOPS W/ SQUARE, 2" EDGE. " 6 - ' 1 " 0 - ' 1 " 0 - ' 3 " 2 " 2 6 OUTLET SINK (3) DRAWERS 21" DEEP LOWER CABINETS " 2 " 6 - ' 2 " 4 6" SQUARE TILE ON HARDI-BACKER STEEL TOWEL SHELVES 32" x 60" ALCOVE TUB LIGHT MIRRORED MEDICINE CABINET 6" x 2" BULL-NOSE EDGING TILE ON HARDI-BACKER AT TOP OF WALL TILE AS SHOWN. 48" WIDE VANITY KIT W/ COUNTER & SINK. VERIFY SPECS. & SIZES. OUTLET " 2 " 0 - ' 4 " 2 " 0 - ' 4 6" x 2" BULL-NOSE EDGING TILE ON HARDI-BACKER AT TOP OF WALL TILE AS SHOWN. 6" SQUARE TILE ON HARDI-BACKER SHOWER FAUCET & HEAD. 32" x 60" ALCOVE TUB LIGHT MIRROR OUTLET " 2 " 0 - ' 4 6" x 2" BULL-NOSE EDGING TILE ON HARDI-BACKER AT TOP OF WALL TILE AS SHOWN. 6" SQUARE TILE ON HARDI-BACKER 24" WIDE VANITY KIT W/ COUNTER & SINK. VERIFY SPECS. & SIZES. " 0 - ' 6 " 2 " 2 I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 11 BATHROOM 2: SOUTH SCALE: 3/8" = 1'-0" 12 BATHROOM 2: WEST SCALE: 3/8" = 1'-0" 13 BATHROOM 2: NORTH SCALE: 3/8" = 1'-0" 14 BATHROOM 2: EAST SCALE: 3/8" = 1'-0" 15 HALF BATH: NORTH SCALE: 3/8" = 1'-0" 16 HALF BATH: EAST SCALE: 3/8" = 1'-0" A7 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHREXISTING PAVED DRIVEWAY EXISTING DETACHED GARAGE. NO WORK HERE. HOSE GFIX W1 D1 BEDROOM 3 D2 60" x 32" TUB D1 BEDROOM 3 BEDROOM 2 D1 D1 W1 S1 NEW CLOSET CABINETRY GFIX NEW BRICK WALK D1 S NEW COVERED STOOP S1 LINE OF COVERED STOOP BEAMS & BRACKET ABOVE. REFER ELEVATIONS. BATH 2 GFI GFI 40" W1 I Y T N A V " 8 4 SSS NEW HALL P1 D S S S D S S D D1 D1 S D1 WALK-IN CLOSET D1 S S D D1 S E V L E H S P E E D " 2 1 W E N D1 S S1 NEW CLOSET CABINETRY D SSS D1 P1 D S S NEW CLOSET CABINETRY GFI 48" UTILITY ROOM GFI 48" S1 D1 SINK S GFI 48" STACKED WASHER & DRYER 220 NEW PULL DOWN SCISSOR LADDER ABOVE D1 D1 SS SHOWER W/ BENCH D2 GFI BATH 1 S S S 24" VANITY W1 NEW HALF BATH GFI 40" SS P1 HALL D S PROVIDE TRENCHED CONDUIT TO GARAGE FOR FUTURE RENOVATION WORK LIVING ROOM D1 D1 D1 P1 3.5" DEEP TILED SHELF GFI 40" SINK W1 LINEN D1 D1 OFFICE GFI S S D D1 D1 GFIX W1 COVERED FRONT PORCH D1 D1 D1 DINING ROOM D S SD S D1 EXISTING FIREPLACE. VERIFY RESTORATION. D1 D1 D1 W1 GFIX HOSE NEW ELECTRIC. DROP & METER LOCATION 11'-4" KITCHEN ISLAND P1 P1 DISH WASHER SINK W/ DISPOSAL GFI 30" D1 D1 KITCHEN 36" GAS RANGE & VENT-HOOD GFI 30" D1 W1 NEW HVAC 28" DEEP, PANTRY CABINET 28" DEEP, 36" REFRIG. & FREEZER CABINET ALCOVE MICRO- WAVE SHELF BELOW D1 GFI 42" D S S NEW UNCOVERED BRICK STOOP & STEP UC GFI 42" GFI 42" W1 HOSE GFIX FLOOR PLAN LEGEND ELECTRICAL PLAN SCALE: 1/4" =1'-0" EXISTING FRAMED WALL TO REMAIN EXTERIOR FRAMED WALL W/ BRICK VENEER. NEW 2x4 FRAMED WALL. NEW 2x6 FRAMED WALL. NEW EXTERIOR FRAMED WALL W/ SALVAGED BRICK VENEER. NORTH ELECTRICAL LEGEND Hardwired Smoke Detector w/ Battery Back Up. Located as Required by Code. D1 D2 D3 S1 P1 L.E.D. Recessed Down Light L.E.D. Recessed Down Light for WET locations. WHITE FINISH L.E.D. Recessed Down Light Sloped Ceiling locations. WHITE FINISH Surface Mount Light Fixture. REFER SPECIFICATIONS. Pendant Light Fixture. REFER SPECIFICATIONS. W1 Wall Sconce REFER SPECIFICATIONS. Duplex Outlet GFI Outlet w/ Ground-Fault Interrupter Single Throw Switch S 3 S D S (3) Way Switch Dimmer Switch Bathroom Exhaust Fan GAS GAS LINE HOSE HOSE BIB GFIX Exterior (Waterproof) Outlet w/ Ground-Fault Interrupter T Thermostat 220 220 Volt Outlet Circuit Wiring Bottom Outlet Tied to Switch. WHITE FINISH Under Upper Cabinet Light UC TELEPHONE, CABLE & INTERNET: REFER OWNER NOTE: PROVIDE SECURITY SYSTEM. REFER ARCHITECT & OWNER FOR SPECIFICATIONS. Ceiling Fan NOTE: PROVIDE REQUIRED UTILITIES TO ALL APPLIANCES & FIXTURES I I N O T D D A & L E D O M E R N E T S N O R A I 3 0 7 8 7 X T N T S U A I , , A Z A L P A M L A P 0 0 6 1 DATE: 4-3-24 4-9-24 4-15-24 4-25-24 5-21-24 6-5-24 7-30-24 8-17-24 8-21-24 ELECT. PLAN 1606 West 11th Street, Austin, TX 78703T: 512.789.6959info@richardhughesarchitect.comHRD 1 2 3 4 5 STRUCTURAL FOUNDATION PLANS, BRACED PLANS, FRAMING PLANS AND DETAILS FOR REMODEL/ADDITION GENERAL NOTES: APPLICABLE CODES: C -AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL 14TH EDITION -INTERNATIONAL BUILDING CODE (IBC) 2021 -INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 -ASCE 07-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES -NDS 2015 DESIGN OF WOOD STRUCTURES -ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE LOADS (ASD): -BUILDING CATEGORY II -WIND VELOCITY 115 MPH -EXPOSURE CATEGORY C -ROOF LIVE LOAD 20 PSF -ATTIC LIVE LOAD 20 PSF -FLOOR LIVE LOAD 40 PSF -DEAD LOAD 15 PSF -ASSUMED SOILS TAKEN FROM IBC 2021 - TABLE 1806.2; CLASS OF MATERIALS CLASS 5 (CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT & SANDY SILT) -ALLOWABLE BEARING FROM IBC 2021 - TABLE 1806.2. B ALLOWABLE BEARING - MIN BEARING DEPTH - 1500 PSF 2' - 0" MIN BELOW GRADE & 6" MIN INTO UNDISTURBED MATERIAL GRADES: A. CONCRETE i. SLABS AND FOUNDATIONS B. STEEL C. TIMBER i. WIDE FLANGE BEAM/COLUMN ii. HOLLOW STRUCTURAL STEEL MEMBERS iii. REBAR iv. MISC ANGLE, PLATE, & CHANNEL ALL WOOD FRAMING TO BE SOUTHERN PINE 3000 PSI CONCRETE AT 28 DAYS, WITH 0.50 MAX WATER TO CEMEMNT RATIO A992 GR 60 A500 GR 46 60 KSI DEFORMED REBAR A36 GR 36 i. WOOD STUD COLUMN - F'c = 1'650 PSI OR GREATER ii. WOOD ROOF AND CEILING FRAMING - F'b = 1,350 PSI OR GREATER, Emin 1600ksi iii. WALL SHEATHING = 15/32" OR THICKER, ATTACH PER S-003. iv. ROOF SHEATHING = 1/2" OR THICKER ATTACH PER S-003. v. PURLIN SPACING TO BE AT 16" OR LESS UNLESS NOTED OTHERWISE vi. REFER TO A3/S-002 FOR ADDITIONAL FRAMING CONSTRUCTION DETAILS FOUNDATIONS: A A. SCARIFY AND REMOVE TOP 6"-12" OF SOIL AND ALL ORGANIC DEBRIS. PLACE COMPACTED FILL IN 6" MAX LIFTS. SOILS TO HAVE PI INBETWEEN 5 AND 15 IN WITH NO MORE THAN 15% FINES RETAINED BELOW #200 SIEVE.. B. GRADE BEAMS/CONTINUOUS STRIP FOOTINGS MAY BE FORMED WITH EARTH FORMS, PROVIDED THE EXCAVATIONS ARE KEPT WITHIN A TOLERANCE OF +/-1" AND ALL MINIMUM CLEARANCES ON DRAWINGS ARE MET. C.SUPPORT ALL REBAR WITH PLASTIC OR CONCRETE CHAIRS SPACED AT 3'-0" MAX. PIECES OF DEBRIS AND WOOD ARE UNACCEPTABLE CHAIRS. D. CURE CONCRETE WITH ASTM APPROVED WET CURE OR CURING COMPOUND FOR 7 DAYS AFTER POUR. MAINTAIN ACI MIN REQUIRED TEMPERATURE FOR 7 DAYS. IF COLD WEATHER ISSUES ARISE, CONTACT ENGINEER OF RECORD (EOR) FOR COLD WEATHER PROCEDURES. IF CURING COMPOUND IS USED, USE LOW VOC, WATER BASED COMOUND, THAT CAN BE REMOVED TO ALLOW ADHERED FLOORING, COLORING, STAINING, ETC. E. DO NOT PLACE CONCRETE WHEN TEMPERATURES EXCEED 100 F. CONCTACT EOR FOR HOT WEATHER PLACEMENT TECNIQUES IF TEMPERATURES EXCEED 100F. A3 DOCUMENT LEGEND 1 1/2" = 1'-0" ARONSTEIN RESIDENCE 1600 PALMA PLAZA AUSTIN, TEXAS 78703 COORDINATION: 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION DUTIES & DESIGN INTENT WITHIN THE SUBCONTRACTORS & PROFESSIONAL DISCIPLINES. ANY CONFLICTS ARE TO BE BROUGHT TO THE AOR/EOR BEFORE WORK IS TO BEGIN. THE GENERAL CONTRACTOR IS THEREFORE RESPONSIBLE FOR ALL COSTS OR CORRECTIONS ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO PROPERLY COORDINATE THE CONTSTRUCTION DUTIES & DESIGN INTENT. 2. THE CONTRACTOR SHALL NOTIFY THE EOR/AOR OF ANY SUBSTITUTIONS OR IF CONDITIONS VARY FROM THE ASSUMED CONTRACT DRAWINGS. MODIFICATIONS TO THE STRUCUTRE, DUE TO THE CONTRACTOR DEVIATING FROM THE PLANS, IS NOT THE RESPONSIBLITY OF THE EOR/AOR. 3. REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR/AOR FOR APPROVAL. SUBSTITUTIONS SHALL NOT BE PERMITTED TO BE USED WITHOUT CONSENT FROM THE EOR/AOR. 4. EXISTING CONDITIONS AND SIZES ARE TO BE VERIFIED BY THE CONTRACTOR. EOR/AOR SHALL NOT ASSUME RESPONSIBLITY FOR INCORRECT MEMBER SIZES/ MATERIAL ORDERS. SHEET INDEX: S-001 GENERAL NOTES & SHEET INDEX S-002 FOUNDATION DETAILS S-003 FRAMING DETAILS S-004 FRAMING DETAILS S-101 FOUNDATION PLAN S-102 BRACED FOUNDATION PLAN S-111 ATTIC FRAMING PLAN S-121 ROOF FRAMING PLAN 5. SOME ITEMS ON THE CONTRACT DOCUMENTS ARE ASSUMED, DUE TO ITEMS NOT BEING ACCESIBLE, HIDDEN, OR UNDISCLOSED AT THE TIME OF CONTRACT DOCUMENT COMPLETION & DELIVERY. IN SUCH CASE NOTIFY THE EOR/AOR WITH A REQUEST FOR INFORMATION AND GUIDANCE AND DETAILING WILL BE PROVIDED BY THE EOR/AOR. DO NOT PROCEED WITHOUT CONSENT FROM THE EOR/AOR. ABBREVIATIONS LIST: 6. GEO-TECHNICAL REPORT NOT PROVIDED, GC TO VERIFY SOILS CONDITIONS MEET OR EXCEED ASSUMPTIONS. WHERE VOIDS, EXCESSIVE DEBRIS, OR LOOSE MATERIALS ARE ENCOUTERED, A GEO-TECHNICAL ENGINEER SHOULD BE EMPLOYED TO DETERMINE SOLUTION. EOR NOT RESPONSIBLE FOR ISSUES WITH FOUNDATIONS, WHERE CONDITIONS ARE NOT VERIFIED. WHERE OWNER DECLINES GEO-TECHNICAL REPORT, OWNER AT RISK. -AOR -BOT -COL -CONC -CONST -CONT -DIA -EA -EW -EOR -EXST -FOUND -HSS -HORZ -JBE -LONG -MANFR -MAX -MIN -OC -PL -REF -REINF -TOC -TOS -TOB -TRANS -TYP -UNO -VERT ARCHITECT OF RECORD BOTTOM COLUMN CONCRETE CONSTRUCTION CONTINUOUS DIAMETER EACH EACH WAY ENGINEER OF RECORD EXISTING FOUNDATION HOLLOW STRUTURAL SECTION HORIZONTAL JOIST BEARING ELEVATION LONGITUDINAL MANUFACTURER MAXIMUM MINIMUM ON CENTER PLATE REFER REINFORCING TOP OF CONCRETE TOP OF STEEL TOP OF BEAM TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL D5 S-003 INDICATES GRID SECTION IS LOCATED. GRID CORROLATES TO LOCATION ON SHEET INDICATES SHEET SECTION IS LOCATED ON INDICATES SECTION* MARK *SECTIONS WILL GENERALLY SHOW CONNECTION CONDITIONS, DEPTHS, REINFORCING REQUIREMENTS, ETC. GRID LABELS 1 2 3 4 5 E D C B A X-XX GRID LABELS TYPICAL SHEET LAYOUT GENERAL NOTE LOCATION. DETAILS SPECIFICATIONS , AND DEFINES LINES ETC. ON PLAN SHEET NUMBER, FIRST LETTER INDICATES DISCIPLINE: A- ARCH E-ELECTRIC G-GENERAL M-MECH P-PLUMB S-STRUCT ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description NOTE: SHEETS ARE DRAWN TO SCALE ON ANSI D SIZE SCALE. THESE DRAWINGS SCALE BY HALF WHEN PRINTING TO 11x17 SHEETS 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-001 GENERAL NOTES & SHEET INDEX Scale: 1 1/2" = 1'-0" : M A 8 3 : 7 2 0 1 4 2 0 2 / 2 2 / 8 D C B A 1 2 3 4 5 ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 A2 TYPICAL COVER 1 1/2" = 1'-0" D5 SECTION 3/4" = 1'-0" 08/21/2024 2' - 6" x 2' - 6" MASONRY, REF ARCH FOR FINISH REF ARCH 1/2" SHEATHING PER A1/S-003 P.T. SILL AND HOLDOWN 100'-0" FIN FLR I N M " 8 I N M " 4 2 " 0 - ' 1 D R O O C C G H C R A / W FINISHED GRADE 2 0 0 - S / 5 C F E R " 2 - ' 0 R L C 0' - 2" CLR LONGITUDINAL &TRANSVERSE REINF PER PLAN AND/OR SECTION EXST BRICK LUG, DEMO BRICK TO ALLOW LEDGER INSTALLATION EXST FOUNDATION 2x4 STUD WALL PER A3/S-003 3/4" FLOOR DECK ATTACH PER B1/S-003 REFER TO D5/S-002 FOR REINF 0' - 6" 2x STUD WALL PER A3/S-003 3/4" FLOOR DECK ATTACH PER B1/S-003 ATTACH JOIST TO BEAM WITH SIMPSON JOIST HANGAR PER B3/S-003 #3 STIRRUP AT 10" OC (2) MIN 12" DIA CONC PIER (4) #5 DOWELS (3) #5 EW 2x STUD WALL PER A3/S-003 FRAMING RUNS OPP. DIRECTION AT SIM P.T. 2x8xCONT, ATTACH PER C4/S-002 #3 AT 24" REINFORCE WITH (3) #5xCONT INSIDE FACE & (2) #5 AT THE OUTSIDE FACE 1' - 0" TYPICAL REBAR LAP DISTANCE BAR MIN LAP (IN) #3 #4 #5 #6 #7 #8 #9 #10 24 24 24 24 27 30 34 38 0' - 2" CLR PROVIDE CHAIRS AT 3'-0" EW PER SPEC " 3 - ' 0 R L C 3/4" OR THICKER PLYWOOD, ATTACH PER B1/S-003 P.T. 2x6xCONT. FRAMING PER PLAN ATTACH WITH (2) 1/2" EXPOXY OR EXPANSION ANCHORS AT 24", 4" MIN EMBED FINISHED GRADE GALVANIZED SIMPSON FACE MOUNT HANGAR, TYP 1/2" SHEATHING PER A1/S-003 PRESSURE TREATED SILL AND HOLDOWN 100'-0" FIN FLR I N M " 8 I N M " 4 2 12" DIA TYP " 0 - ' 1 TYPICAL LEDGER ATTACHMENT AT EXST SLAB ON GRADE 3/4" = 1'-0" C4 0' - 6" C5 SECTION 3/4" = 1'-0" 2' - 6" x 2' - 6" B4 SECTION 3/4" = 1'-0" SIMPSON STHD10 CAST-IN-PLACE FOUNDATION HOLDOWN INDICATED AS " " ON FOUNDATION PLAN REFER TO FRM FOR WALL STUD TYP. RIM BOARD, GIRDER B5 REBAR LAP TABLE 1 1/2" = 1'-0" SIMPSON STRONG- TIE STANDOFF POST BASE TYPE PER SCHED. ROD PER SCHED, DRILL 4" INTO CONCRETE AND EPOXY WITH HILTI HIT-HY 200 MAX ADHESIVE. ATTACH STANDOFF TO ROD WITH NUT AND WASHER FOUNDATION PER PLAN BOT PLATE PIER TYP HOLDOWN AND ANCHOR BOLT DETAIL AT EXTERIOR WALLS 3/4" = 1'-0" A4 TYPICAL TIMBER COLUMN ATTACHMENT 3/4" = 1'-0" A5 STAND OFF BASE SCHED COL SIZE SIMPSON ID# NAILS TO COL EMBED ANCHOR DIA 4x4 4x6 6x6 8x8 1/2" DIA 5/8" DIA 5/8" DIA (2) 5/8" DIA (6) -10d (8) -16d (8) -16d (18) -16d ABA44 ABA46 ABA66Z ABU88 A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-002 FOUNDATION DETAILS Scale: As indicated M A 9 3 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 1 2 3 4 5 FRAMING PER PLAN SIMPSON HGA10 CLIP, ATTACH TO BEAM AND ROOF RAFTERS PER MANFR RECOMENDATIONS FRAMING PER PLAN SOFFIT PER ARCH FULL HEIGHT BLOCKING 2x6 OUT RIGGER AT 2'-0" VARIES TOP OF WALL REF ARCH FOR SIDING, SOFFIT, AND FACIA 15/32" RATED SHEATHING, OR THICKER, ATTACH PER A1/S-003 D4 SECTION 3/4" = 1'-0" ROOF FRAMING PER PLAN REF ARCH REF SCHED FOR ATTACHMENT SIMPSON STRONG- TIE H2.5T HURRICANE TIE AT 48" OC 15/32" RATED SHEATHING OR THICKER, ATTACH PER B1/S-003 REF ARCH TOP OF PL REF ARCH REF ARCH FOR SIDING, FACIA, AND SOFFIT D5 SECTION 3/4" = 1'-0" ATTACH TO TOP PL WITH SIMPSON STRONG-TIE H2.5T HANGER AT 32" CEILING FRAMING PER PLAN, WHERE APPLICABLE ROOF FRAMING PER PLAN TOP PLATE PER A3/S-003 2x STUD WALL PER A3/S-003 15/32" RATED SHEATHING OR THICKER, ATTACH PER A1/S-003 ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 BEAM SIZE HANGER SIZE SDS SCREWS TO GIRDER SDS SCREWS COL/BEAM (2) 2x12 (3) 2x12 3 1/2"x11 7/8" V-LAM HUCQ412-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" HUCQ612-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" HUCQ412-SDS (6) 1/4"x2 1/2" (14) 1/4"x2 1/2" 15/32" RATED SHEATHING OR THICKER, ATTACH PER B1/S-003 REF ARCH TOP OF BEAM REF ARCH VENT AS REQ'D AS REQ'D PER ARCH FRAMING PER PLAN D3 SECTION 3/4" = 1'-0" 2x6 PURLIN AT 16" MAX 2x4 AT 24", TOE NAIL INTO STUD WITH (4) 8dx2 12" NAILS TOP AND BOT WOOD DECK FACE MOUNT CONN. PER B3/S-003 WHERE SLOPE IS 4:12 OR LESS. CONNECT PER ATTACHMENT SCHED FOR PITCHES GREATER THAN 4:12 2x4xCONT SIMPSON STRONG TIE SINGLE SIDE VALLEY TRUSS CLIP TYPE VTCR AT 16". ALIGN WITH LOWER FRAMING AND ATTACH WITH (4) 10d NAILS TO LOWER FRAMING AND (3) 10dX 1 1/2" NAILS TO CONT 2x4 STUD SECTION: TYP RIDGFE BEAM CONNECTION 3/4" = 1'-0" C1 C2 TYPICAL BUILT UP ROOF 3/4" = 1'-0" NOTE: 1. WHERE UTILIZING STAPLES, ORIENT PARALLEL TO FRAMING TO AVOID MISSING MEMBERS BELOW. 2. INCREASE FREQUENCY OF STAPLES AT RAKE EDGES AND GABLES BY DOUBLE, AT LEAST 2'-0" IN FROM EDGE. SIMPSON STRONG TIE FACE MOUNT HANGAR PURLIN SIZE CONN TYPE NAILS TO PURLIN NAILS TO GIRDER 2x4 2x6 2x8 2x10 2x12 LU24 LU26 LU28 LU210 LU210 (2) 10dx1 1/2" (4) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (4) 16d (6) 16d (8) 16d (10) 16d (10) 16d WOOD GIRDER WOOD PURLIN CONNECTOR <PERPENDICULAR/NON-SLOPING CONNECTION> SIMPSON STRONG TIE FACE MOUNT HANGAR PURLIN SIZE CONN TYPE NAILS TO PURLIN NAILS TO GIRDER 2x6 2x8 2x10 2x12 LSU26 LSSU28 LSSU210 LSSU210 (5) 10dx1 1/2" (5) 10dx1 1/2" (7) 10dx1 1/2" (7) 10dx1 1/2" (6) 10d (10) 10d (10) 10d (10) 10d WOOD GIRDER WOOD PURLIN SIMPSON HEAVY-DUTY JOIST HANGER, WIDTH OF GIRDER = 'W', REF PLAN FOR GIRDER SIZE D ' D ' COLUMN/BEAM WOOD GIRDER CONNECTION SCHEDULE 3/4" = 1'-0" D1 ADD BLOCKING AS REQUIRED, TO SUPPORT DECK EDGE GC COORD TOP OF BEAM 1/2" SHEATHING, ATTACH PER B1/S-003 EDGE OF DECKING 2x4 BLOCKING AT PANEL EDGE, TOE NAIL INTO PURLIN WITH (3) 8dx2 1/2" NAILS, OR PANEL SHEATHING CLIP BETWEEN EA FRAMING MEMBER 8dx2 1/2" NAIL AT 6" OC, AROUND PERIMETER OF ROOF DECK OR 2", 16 GA STAPLE AT 4" OC ROOF FRAMING PER PLAN BLOCKING PER A3/S-003 EDGE OF SHEATHING 8dx2 1/2" NAIL AT 12" OC AT MID SUPPORTS, OR 2", 16 GA STAPLE AT 8" OC VERT STUD PER A3/S-003 C B A TYPICAL ROOF DECKING ATTACHMENT 3/4" = 1'-0" B1 NOTE: 1. PANEL SHEATHING MUST ENGAGE BOTH TOP AND BOTTOM PLATES. STAGGER SHEATHING OVER FLOOR TRUSSES AT 2 STORY CONDITIONS. 2. WHERE USING STAPLES, ORIENT PARALLEL TO STUD TO AVOID MISSING STUD. CONNECTOR <SLOPED/SKEWED/SLOPED AND SKEWED CONNECTION> B3 TYPICAL WOOD BEAM TO TRUSS/BEAM CONNECTION 1 1/2" = 1'-0" NOTE: ATTACH ELEMENTS AS SHOWN, OR PER ATTACHMENT SCHEDULE. B4 HEADER SCHEDULE 3/4" = 1'-0" 8dx2 1/2" NAIL AT 12" OC ACROSS MID-SUPPORTS OR 2", 16 GA STAPLE AT 8" OC REFER TO FULL HEIGHT EXTERIOR STUD SCHED NOTE: 1. REFER TO PLAN FOR SPANS GREATER THAN 14'-0" @ 2x4 WALL AND GREAT THAT 15'-0" AT 2x6 WALL. 2. DO NOT SPLICE 2x WITHIN HEADER. 3. PLYWOOD IS NON STRUCTURAL, INTENDED TO BE A SPACER AND CAN BE SPLICED WITHIN THE BEAM 2x4 WALL (2) STORY 2x6 WALL (2) STORY STORY 1 2 WIDTH 0' - 0" - 5' - 0" 5' - 0" - 7' - 6" 7' - 6" - 8' - 11" 8' - 11" - 13' - 11" 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY (2) 1 3/4" x 11 1/4" V-LAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 2 BEAM (3) PLY 2x8 WITH (2) 1/2" PLY WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" (3) PLY 2x10 WITH (2) 1/2" PLY 10' - 0" - 12' - 6" (3) PLY 2x12 WITH (2) 1/2" PLY 12' - 6" - 15' - 0" (3) 1 3/4" x 11 1/4" V-LAM 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY 2x4 WALL (1) STORY 2x6 WALL (1) STORY STORY 1 WIDTH 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" BEAM (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description DOUBLE 2x4 TOP PLATE. ATTACH EA VERT STUD TO TOP PLATE WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PLATE. REFER TO HEADER SCHED. SPLICING IS PROHIBITED. STUDS PER EXTERIOR FULL HEIGHT SCHED OVER 13'-0" UP TO 13'-0" REF PLAN REF ARCH FOR WINDOW SIZE AND LOCATION UP TO 13'-0" REF PLAN P.T. 2x4xCONT BOT PLATE, ATTACH TO EA VERT WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PL. ATTACH TO CONCRETE WITH 1/2" DIA x9" EXPANSION ANCHOR AT 48" AND AT EA END OF 2x PL. ATTACH TOP PLATE TO ANCHORD WITH NUT AND WASHER. 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-003 FRAMING DETAILS M A 2 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 Scale: As indicated 2x WOOD STUD AT 16" OC (2) 2x BUILT UP STUD COLUMN AT EA CORNER, EA WAY. TYP REF ARCH T.O. DOOR REF PLAN FOR HEADER 2x BLOCKING AT 8'-0" MAX, TOE NAIL INTO STUDS WITH (3) 10dx3" NAILS, EA SIDE WALL STUD SCHED @ EXTERIOR WALLS MAX SPACING STUD SIZE 2x4 2x6 16" 24" 16" 24" 16" 16" 16" WALL HEIGHT 0' - 10' 0' - 12'-0" 12'-6" - 12'-11" 12" 12'-11" - 14'-3" 8" 14'-3" - 16'-8" *INTERIOR STUD WALL TO BE 2x4 AT 16", UNO BY ARCH FOR PLUMBING, ETC. - (2) 2x4 - - 16" 12" 8" 8dx2 1/2" NAIL AT 6" OC AROUND PERIMETER OF SHEET, OR 2", 16 GA STAPLE AT 4" OC CONTINUOUS BOTTOM PLATE PER A3/S-003 FOUNDATION/SLAB A1 TYPICAL SHEATHING CONNECTION 3/4" = 1'-0" A3 TYPICAL WALL FRAMING 3/8" = 1'-0" 1 2 3 4 5 D C B A BUILDING ELEMENT CEILING & ROOF NO. & TYPE OF FASTENER SPACING AND LOCATION BLOCKING BETWEEN CEILING JOISTS RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW (3) 8d COMMON OR (3) 10d BOX BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT THE WALL TOP PLATE, TO TRUSS OR RAFTER (2) 8d COMMON EA END, TOENAIL EA END, TOENAIL CEILING FRAMING TO TOP PLATE CEILING FRAMING NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION PER IBC SECTION 2308.7.3.1 & IBC TABLE 2308.7.3.1 COLLAR TIE TO RAFTER RAFTER OR ROOF TRUSS TO TOP PLATE ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS (3) 8d COMMON OR 10d BOX (3) 8d COMMON OR 10d BOX (3) 8d COMMON OR (4) 10d BOX (3) 10d COMMON OR (3) 16d BOX (2) 16d COMMON OR (3) 10d BOX (2) 16d COMMON OR (3) 10d BOX EA NAIL FACE NAIL FACE NAIL TOENAIL ENDNAIL ENDNAIL WALL STUD TO STUD (NOT AT BRACED WALL PANELS) (3) 10d BOX STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS BUILT UP HEADER (2" TO 2" HEADER) CONT. HEADER TO STUD TOP PLATE TO TOP PLATE TOP PLATE TO TOP PLATE AT END JOINTS (3) 16d COMMON 16d COMMON (4) 10d BOX 16d COMMON (8) 16d COMMON 16" OC FACE NAIL 16" OC FACE NAIL 16" OC EA EDGE, FACE NAIL TOENAIL 16" OC EA EDGE, FACE NAIL EA SIDE OF END JOINT, FACE NAIL (MIN 24" LAP SPLICE, EA END OF JOINT) BOT PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING (NOT AT BRACED WALL PANEL) BOT PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING AT BRACED WALL PANEL STUD TO TOP PLATE OR BOT PLATE TOP PLATES, LAP AT CORNERS AND INTERSECTIONS FLOOR JOIST TO SILL, TOP PLATE, OR GIRDER RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATER, SILL OR OTHER FRAMING BELOW (3) 10d BOX 10d BOX BUILT UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 10d BOX 16d COMMON 16" OC FACE NAIL (2) 16d COMMON 16" OC FACE NAIL (2) 16d COMMON (4) 10d COMMON (2) 16d COMMON OR (3) 10d BOX END NAIL TOE NAIL FACE NAIL TOENAIL AT 16" OC LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL BUILDING ELEMENT FLOOR CONT. JOIST TO BAND JOIST OR RIM JOIST NO. & TYPE OF FASTENER SPACING AND LOCATION AND: (3) 10d BOX NAILS (3) 16d COMMON OR (4) 10d BOX (3) 16d COMMON OR (4) 10d BOX (2) 8d COMMON OR (2) 10d BOX ENDNAIL EDGE INTERMIDIATE SUPPORTS 12 INCHES 12 INCHES 12 INCHES 24" OC, FACE NAIL AT TOP & BOT, STAGGERED ON OPPOSITE SIDES ENDS AND AT EACH SPLICE, FACE NAIL EXST ROOF PURLIN EXST ROOF BRACE MIN V-LAM END BEARING AREA (INCHES) SPAN BEAM DEPTH 7 1/4" 9 1/4" 9 1/2" 11 1/4" 11 7/8" 14" 16" 18" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0" 24' - 0" 26' - 0" 28' - 0" 30' - 0" 4" 3 3/44" 3" 2 1/2" 2" 1 3/4" 5 1/2" 5" 4 1/2" 3 3/4" 3 1/4" 3" 2 1/2" 2 1/4" 5 1/2" 5 1/4" 4 3/4" 4" 3 1/2" 3" 2 3/4" 2 1/2" 7" 6 1/4" 6" 5 1/2" 4 3/4" 4 1/4" 3 3/4" 3 1/4" 3" 2 3/4" 7 1/2" 6 3/4" 6 1/2" 6" 5 1/4" 4 1/2" 4" 3 3/4" 3 1/4" 3" 2 3/4" 9 1/4" 8 1/4" 8" 7 1/2" 6 1/2" 5 3/4" 5" 4 1/2" 4" 3 3/4" 3 1/2" 3 1/4" 3" 10" 9 1/4" 9" 8 1/4" 7 1/4" 6 1/2" 5 3/4" 5 1/4" 4 3/4" 4 1/2" 4" 3 3/4" 10 1/4" 10" 9" 8" 7 1/4" 6 1/2" 6" 5 1/2" 5" 4 3/4" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 D5 MIN V-LAM END BEARING 1 1/2" = 1'-0" 08/21/2024 MINIMUM FULL HEIGHT HEADER SCHED HEADER SPAN 'W' (feet) < 3' 3' TO 4' 4' TO 8' 8' TO 12' 12' TO 16' STUD SPACING 24" 1 1 2 3 4 16" 1 2 3 5 6 *(1) FULL HEIGHT STUD AT EA SIDE FOR INTERIOR OPENINGS FULL HEIGHT STUD EACH SIDE OF OPENING W 100'-0" FIN FLR VERT STUD SCHED AT EXTERIOR OPENINGS 3/4" = 1'-0" B5 NOTE: SHORE ALL ROOF FRAMING ON ONE SIDE OF WALL PRIOR TO DEMOLITION SIMPSON FACE HGA10 HANGAR NEW V-LAM OR A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description BRIDGING OR BLOCKING TO TO JOIST, RAFTER OR TRUSS EACH END, TOENAIL DROP DOWN BEAM: OPTION B WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, AND INTERIOR WALL SHEATHING TO FRAMING 3/8" TO 1/2" 19/32" TO 3/4" 7/8" TO 1 1/4" WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, AND INTERIOR WALL SHEATHING TO FRAMING 8d COMMON 8d COMMON 8d DEFORMED 6 INCHES 6 INCHES 6 INCHES 3/4" AND LESS A2 ATTACHMENT SCHED 1" = 1'-0" EDGE INTERMIDIATE SUPPORTS 8d COMMON 6 INCHES 12 INCHES FLUSH MOUNT: OPTION A A4 FRAMING SUPPORT OPTIONS 3/4" = 1'-0" NOTE: SHORE ALL ROOF FRAMING ON BOTH SIDES OF WALL PRIOR TO DEMOLITION EXST ROOF PURLIN EXST ROOF BRACE SIMPSON FACE HGA10 HANGAR SIMPSON FACE MOUNT HANGAR, TYP NEW V-LAM 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-004 FRAMING DETAILS X A 45 MIN 90 M M A 2 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 Scale: As indicated 1 2 3 4 5 TREE PROTECTION PLAN NOTES 1. FLATWORK -FLATWORK WITHIN THE ROOTZONE TO BE NO DEEPER THAN 4". 2. FOUNDATIONS/ CONCRETE FORMWORK -NO BATTER BOARD OR CONCRETE FORMWORK STAKES WITHING 1/2 CRZ EXCEPT #5 WITH POINTED TIP. USE A STRONG BACK DESIGN TO GET ANY LARGER STAKES OUT OF 1/2 CRZ. -ANY DIGGING OR TRENCHING WITHIN THE TREES FULL CRZ SHALL BE HAND DUG OR AIR SPADED. ALL TREEPROTECTION SHALL LAST THROUGH THE END OF CONSTRUCTION. 3. CRITICAL ROOT ZONE IMPACTS -THERE SHALL BE NO IMPACT ON THE TREES 1/4 CRZ. 4. GC SHALL NOT DISTURB ANY SOIL ABOVE THE 1/2 CRZ, SLAB MUST BE CANTILEVERED ABOVE 4" MIN ABOVE GRADE PER SECTION. FOUNDATION PLAN NOTES: 1. FINISHED FLOOR 100'-0" = TOP OF EXISTING SLAB ON GRADE/FLOOR FRAMING. GC COORDINATE. 2. INDICATES HOLD-DOWN LOCATION. REFER TO A4/S-002 FOR HOLD-DOWN CONSTRUCTION. 3. +/- INDICATES EXISTING CONDITIONS, GC VERIFY 4. 5. CONSTRUCT PER A3/S-003. INDICATES EXISTING WALL. INDICATES NEW WALL FRAMING, ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 D C B A 1/2 CRZ 1/4 CRZ 8 x 2 . . T P ) 2 ( 8 x 2 . . T P ) 2 ( SIM C5 S-002 " 6 1 T A 6 x 2 C5 S-002 SIM D5 S-002 " 6 1 T A 6 x 2 8 x 2 . . T P ) 2 ( 8 x 2 . . T P ) 2 ( 0' - 6" Q E Q E C5 S-002 " 1 1 - ' 4 1 " 7 - ' 4 " 4 / 1 6 - ' 8 " 4 / 3 0 - ' 7 A1 FOUNDATION PLAN 1/4" = 1'-0" 15' - 9" 10' - 8" 8' - 11" 8' - 11 1/2" 14' - 1" PROTECTED TREE D5 S-002 2x6 AT 16" " 2 / 1 2 - ' 4 C4 S-002 EXST FLOOR FRAMING C4 S-002 (2) 2x6 D5 S-002 EXST FLOOR FRAMING C4 S-002 2x6 AT 16" (2) P.T. 2x8 (2) P.T. 2x8 (2) P.T. 2x8 3' - 8 1/4" 7' - 0" 7' - 0" 7' - 0" 6' - 1 1/4" D5 S-002 8 x 2 . . T P ) 2 ( EDGE OF EXST FLOOR DECK " 2 / 1 5 - ' 6 EDGE OF EXST STEM WALL 14' - 5" 0' - 6" A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description - / + " 2 / 1 7 - ' 8 2 - / + " 2 / 1 3 - ' 9 3 EXST PIER FOUNDATIONS 1/2 CRZ 1/4 CRZ PROTECTED TREE PLAN NORTH 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-101 FOUNDATION PLAN Scale: 1/4" = 1'-0" M A 3 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 1 2 3 4 5 - P S W S C W E N 1 - L W B - P S W S C W E N 2 - L W B - P S W S C W E N 3 - L W B - P S W S C T S X E 4 - L W B D C B A BWL-A NEW CS-WSP BWL-B NEW & EXST CS-WSP BWL-C NEW & EXST CS-WSP BWL-D NEW CS-WSP A1 BRACED FOUNDATION PLAN 1/4" = 1'-0" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 BRACED FOUNDATION PLAN NOTES: 1. FINISHED FLOOR 100'-0" = TOP OF SLAB ON GRADE, REFER TO ARCH FOR ELEVATION. 2. INDICATES HOLD-DOWN LOCATION. REFER TO A4/S-002 FOR HOLD-DOWN CONSTRUCTION. 3. SHEATHING TO BE ATTACHED AT BRACED WALLS PER A1/S-003. 4. 5. BRACING METHODS/MATERIALS: INDICATES BRACED WALL LOCATION. a.NEW WOOD STRUCTURAL PANELS AT BRACED WALL LINES (BWL) 1, 2, 3, A, & D. b. NEW & EXST WOOD STRUCTURAL PANELS AT BRACED WALL LINES (BWL) B AND C. c. EXST WOOD STRUCTURAL PANELS AT BRACED WALL LINES (BWL) 4. A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description PLAN NORTH 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-102 BRACED FOUNDATION PLAN Scale: 1/4" = 1'-0" M A 3 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 D C B A 1 2 3 4 5 ATTIC FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. CEILING RAFTERS NOT LABELED TO BE 2x6 AT 16" MAX. 3. REFER TO B3/S-003 FOR FACE MOUNT CONNECTIONS. 4. INDICATES KING POST LOCATION ON INTERIOR WALL, REFER TO ROOF PLAN FOR CONSTRUCTION. SHORE EXST ATTIC FRAMING PRIOR TO DEMOLITION 2x6 AT 24" (2) 1 3/4" x 11 7/8" V-LAM A4 S-004 EXST ATTIC FRAMING A4 S-004 (4) 1 3/4" x 14" V-LAM 2x6 AT 24" ATTACH WITH SIMPSON STRONG TIE HU210-4 FACEMOUNT HANGER SHORE EXST ATTIC FRAMING PRIOR TO DEMOLITION PLAN NORTH M A L - V " 8 / 7 1 1 x " 4 3 / 1 ) 3 ( M A L - V " 8 / 7 1 1 x " 4 / 3 1 ) 3 ( (3) 1 3/4" x 7 1/4" V-LAM " 6 1 T A 8 x 2 " 4 2 T A 6 x 2 HEADER PER SCHED, TYP UNO A1 ATTIC FRAMING PLAN 1/4" = 1'-0" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-111 ATTIC FRAMING PLAN Scale: 1/4" = 1'-0" M A 3 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 D C B A 1 2 3 4 5 ROOF FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. ROOF RAFTERS NOT LABELED & SPANNING LESS THAN 9'-0" TO BE 2x6 AT 24" MAX. 3. REFER TO B3/S-003 FOR SLOPEABLE/SKEWABLE FACE MOUNT CONNECTIONS. 4. INDICATES KING POST LOCATION. (2) 2x4 WHERE H < 8', (2) 2x6 H < 12'. 5. INDICATES LET IN BRACE LOCATION. ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 08/21/2024 BUILD PONY WALL OFF V-LAM BELOW TO SUPPORT ROOF FRAMING D5 S-003 2 x 1 2 H I P 2x6 AT 16" 2x12 HIP EXST ROOF TO REMAIN BUILD UP ROOFS OFF LOWER ROOF PER C2/S-003 D5 S-003 2x6 AT 16" (2) 2x12 RIDGE 2x6 AT 16" 2x12 V A LL E Y 2x12 HIP D4 S-003 2x12 V A LL E Y " 6 1 T A 6 x 2 D5 S-003 2x12 HIP 2x6 AT 16" 2 x 1 2 H I P D5 S-003 EDGE OF EXST ROOF DECK BUILD PONY WALL OFF V-LAM BELOW TO SUPPORT ROOF FRAMING PLAN NORTH A1 ROOF FRAMING PLAN 1/4" = 1'-0" A Z A L P A M L A P 0 0 6 1 3 0 7 8 7 S A X E T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R & N O T D D A R O F I I Rev Date Description 00 08/21/2024 100% CONST DWGS Project Number : 0815.24 Sheet: S-121 ROOF FRAMING PLAN Scale: 1/4" = 1'-0" M A 4 4 : 7 2 : 0 1 4 2 0 2 / 2 2 / 8 9/9/24, 2:29 PM 1600 Palma Plaza - Google Maps 1600 Palma Plaza Image capture: Feb 2024 © 2024 Google https://www.google.com/maps/@30.2820656,-97.7583138,3a,75y,26.53h,95.65t/data=!3m6!1e1!3m4!1sP_i8-SeGU5pb52i_kpv3XQ!2e0!7i16384!8i819… 1/1 Austin, Texas Google Street ViewFeb 2024See more dates9/9/24, 2:30 PM 1401 W Lynn St - Google Maps 1401 W Lynn St Image capture: Feb 2024 © 2024 Google https://www.google.com/maps/@30.2821807,-97.7580096,3a,75y,322.93h,90.41t/data=!3m6!1e1!3m4!1suwN2HovHGq8pC0GJatqVRQ!2e0!7i16384!… 1/1 Austin, Texas Google Street ViewFeb 2024See more dates