pollard residence existing structure to be removed line...
TRANSCRIPT
P PLAN @ 197 CHASHAM DR.Sc. 1/8" = 1'-0"
POLLARD RESIDENCE
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EXISTING STRUCTURE TO BE REMOVED
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LINE OF PROPOSED STRUCTURE
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N O R T H
UP
DN.
LINE OF LOFT ABOVE
BED ROOM
EXISTING KITCHEN
EXISTING LIVING ROOM
NEW ENTRY
CLOSET
BATH ROOM
P1 PLAN @ FIRST FLOORSc. 1/4" = 1'-0"
BWL A
BWL B
BWL 1BWL 2
BWL 3
BWL 2
BWL 1
BWL A
BWL 3
BWL B
A ELEVATION - SOUTHSc. 1/4" = 1'-0"
B ELEVATION - EASTSc. 1/4" = 1'-0"
C ELEVATION - WESTSc. 1/4" = 1'-0"
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W6
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SMOKE & CARBON MONOXIDE DETECTOR
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SMOKE DETECTOR
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TIE INTO EXISTING STRUCTURE FOR LATERAL STRENGTH
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TIE INTO EXISTING STRUCTURE FOR LATERAL STRENGTH
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(IRC) FULL HEIGHT BRACED WALL PANEL
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32" X 54" H. EGRESS WINDOWS
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TEMPERED GLASS
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(IRC) FULL HEIGHT BRACED WALL PANEL
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(IRC) FULL HEIGHT 24" W. MIN. BRACED WALL PANEL
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(IRC) FULL HEIGHT 24" W. MIN. BRACED WALL PANEL
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1ST FL. SUB FL.
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BASEMENT @ SILL
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1ST FL. CEILING JOIST
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2ND FL. SUB FL.
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2ND FL. CEILING JOIST
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FOOTING @ TOP
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RETAINING WALL
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EXISTING STRUCTURE
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LINE OF FOUNDATION
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LINE OF NEW STRUCTURE BEYOND
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LINE OF FOUNDATION @ TOP
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TEMPERED GLASS @ STAIRWAY BEYOND
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LINE OF FLASHING
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1ST FL. SUB FL.
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BASEMENT @ SILL
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1ST FL. CEILING JOIST
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2ND FL. SUB FL.
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2ND FL. CEILING JOIST
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FOOTING @ TOP
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LINE OF FOUNDATION
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EXISTING STRUCTURE
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NEW ENTRY
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LINE OF FOUNDATION @ TOP
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EXISTING STRUCTURE
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1ST FL. SUB FL.
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BASEMENT @ SILL
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1ST FL. CEILING JOIST
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2ND FL. SUB FL.
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FOOTING @ TOP
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LINE OF FOUNDATION
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LINE OF NEW STRUCTURE BEYOND
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EXISTING STRUCTURE
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EXISTING STRUCTURE
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LINE OF FOUNDATION @ TOP
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27 TRESCOTT ST. WEST HAVEN, CT 06516
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PH:203-933-2538 Cell:203-809-4508 [email protected]
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N O R T H
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BRACED WALL PANEL LOCATION
DN.
OPEN TO BELOW
WALK IN CLOSET
BED ROOM
ATTIC DROP
DOWN STAIR
CLOSET
BATH ROOM
P2 PLAN @ SECOND FLOORSc. 1/4" = 1'-0"
BWL A
BWL B
BWL 2BWL 3
BWL B
BWL 1
BWL 3
BWL A
BWL 2
BWL 1
D ELEVATION - SOUTHSc. 1/4" = 1'-0"
1 SECTION Sc. 1/2" = 1'-0"
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W1
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W1
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W1
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W1
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W6
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W2
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3
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3
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5
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SMOKE & CARBON MONOXIDE DETECTOR
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SMOKE DETECTOR
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32" X 54" H. EGRESS WINDOWS TYP.
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32" X 54" H. EGRESS WINDOW
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TEMPERED GLASS
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(IRC) FULL HEIGHT BRACED WALL PANEL
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(IRC) FULL HEIGHT BRACED WALL PANEL
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(IRC) FULL HEIGHT 24" W. MIN. BRACED WALL PANEL
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(IRC) FULL HEIGHT 24" W. MIN. BRACED WALL PANEL
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4
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1ST FL. SUB FL.
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BASEMENT @ SILL
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1ST FL. CEILING JOIST
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2ND FL. SUB FL.
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2ND FL. CEILING JOIST
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FOOTING @ TOP
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RETAINING WALL
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LINE OF FOUNDATION
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LINE OF EXISTING STRUCTURE
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LINE OF NEW STRUCTURE BEYOND
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LINE OF FLASHING
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BASEMENT FLOOR
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2" X 8" 16" O.C.
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BASEMENT STAIRWAY
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CLOSET
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CLOSET
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24" X 12" CONT. CONC. FOOTING
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10" CONCRETE FOUNDATION
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P.T. 2" X 6" SILL PLATE W/ " ANCHOR BOLTS W/ 58" ANCHOR BOLTS W/ 3" x 3"X " WASHERS @ 14" WASHERS @ 36" O.C.
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BASEMENT FLOOR: 4" CONCRETE SLAB, COMPRESSIVE MIN. STRENGTH OF 3500 psi @ 28 DAYS, 5% TO 7% % TO 7% ENTRAINMENT AND MINIMUM CEMENT CONTENT PER ACI 318 AND APPROVED CONCRETE MIX DESIGN . IRC TABLE 402.2
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VAPOR BARRIER
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6" GRAVEL
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WWM
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RIDGE VENT.
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CONTINUOUS 2" X 10" RIDGE (TYP.)
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RIDGE STRAPS (MSA21) 18 GAUGE @ EVERY RAFTER, 16" O.C.
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1/2" SQUARE EDGE CDX ROOF SHEATHING NAILING: SHEATHING TO FRAMING W/ 8d COMMON NAILS @ 6" O.C. ALONG PLYWOOD EDGES & 12" O.C. @ INTERMEDIATE LOCATIONS.
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15 # BUILDING FELT 3/4" CDX 2 X 6 @ 16" O.C. R-20 INSULATION VAPOR BARRIER 58" GWB @ EXTERIOR WALLS TYP.
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2" X 8" CEILING JOISTS @ 16" O.C. 12" R-38 UNFACEDBATT INSULATION VAPOR BARRIER 1/2" GYPSUM WALLBOARD
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SOFFIT & RAFTER VENTS TYP.
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2 X 8" ROOF RAFTERS 16 O.C. W/ SIMPSON LTS18, 18 GAUGE STRAP TIES OR APPROVED EQUAL.
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12
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7
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ASPHALT SHINGLES 15# BUILDING FELT
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2" X 8" 16" O.C.
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2" X 8" 16" O.C.
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(3) 2 X 8" HEADER W/ SIMPSON 16 GAUGE GALV. TOP MOUNT TWIST STRAPS SUPPORTING CEILING JOIST @ 16" O.C.
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FINISHED FLOOR
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FINISHED FLOOR
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R-30 INSULATION
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(3) 2" X 8" CARRIER BEAM
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4" LALLY COLUMNS TYP.
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CHECKED BY:
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DRAWN BY:
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27 TRESCOTT ST. WEST HAVEN, CT 06516
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PH:203-933-2538 Cell:203-809-4508 [email protected]
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N O R T H
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BRACED WALL PANEL LOCATION
2 SECTION Sc. 1/2" = 1'-0"
3 DETAIL @ FOOTINGSSc. 1" = 1'-0"
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2" X 8" 16" O.C.
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BATHROOM
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BATHROOM
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P.T. 2" X 6" SILL PLATE W/ " ANCHOR BOLTS 58" ANCHOR BOLTS W/ 3" x 3"X " 14" WASHERS @ 36" O.C.
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BASEMENT FLOOR
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BASEMENT STAIRWAY
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24" X 12" CONT. CONC. FOOTING
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10" CONCRETE FOUNDATION
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BASEMENT FLOOR: 4" CONCRETE SLAB, COMPRESSIVE MIN. STRENGTH OF 3500 psi @ 28 DAYS, 5% TO 7% % TO 7% ENTRAINMENT AND MINIMUM CEMENT CONTENT PER ACI 318 AND APPROVED CONCRETE MIX DESIGN . IRC TABLE 402.2
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VAPOR BARRIER
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6" GRAVEL
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WWM
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RIDGE VENT.
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CONTINUOUS 2" X 10" RIDGE (TYP.)
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RIDGE STRAPS (MSA21) 18 GAUGE @ EVERY RAFTER, 16" O.C.
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1/2" SQUARE EDGE CDX ROOF SHEATHING NAILING: SHEATHING TO FRAMING W/ 8d COMMON NAILS @ 6" O.C. ALONG PLYWOOD EDGES & 12" O.C. @ INTERMEDIATE LOCATIONS.
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15 # BUILDING FELT 3/4" CDX 2 X 6 @ 16" O.C. R-20 INSULATION VAPOR BARRIER 58" GWB @ EXTERIOR WALLS TYP.
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2" X 8" CEILING JOISTS @ 16" O.C. 12" R-38 UNFACEDBATT INSULATION VAPOR BARRIER
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2 X 8" ROOF RAFTERS 16 O.C. W/ SIMPSON LTS18, 18 GAUGE STRAP TIES OR APPROVED EQUAL.
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12
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7
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ASPHALT SHINGLES 15# BUILDING FELT
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CEILING JOISTS BEYOND 2" X 8" 16" O.C.
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CEILING JOISTS BEYOND 2" X 8" 16" O.C.
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WEIGHT BEARING COLUMN NEEDED FOR SUPPORT
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WEIGHT BEARING COLUMN
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WEIGHT BEARING COLUMN NEEDED FOR SUPPORT; TO ALIGN WITH CARRIERS ABOVE TO LOFT
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LINE OF WALL @ ENTRY TO BASEMENT
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ENTRY
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12" X 12" CONCRETE PIERS W/ 20" X 20" CONCRETE FOOTINGS 3'6" BELOW GRADE
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PORCH FLOOR, 4" CONCRETE SLAB.
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12
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3 12
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FINISHED FLOOR
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3
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3
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(3) 2" X 8" CARRIER BEAM
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24" X 24" X 12" CONC. FOOTING
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#4 HORIZONTALLY REBAR THREE ROWS @ 9' WALLS
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#4 HORIZONTAL REBAR THREE ROWS @ 9' WALLS
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ICE & WATER BARRIER
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4" LALLY COLUMNS TYP.
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LINE OF FLASHING
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TRUSS TO WALL TIE DOWNS, UPLIFT CONNECTORS THROUGHOUT
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R-30 INSULATION
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R-38 SPRAY FOAM INSULATION @ OPEN CEILING
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(3) 24" x 1 " LVL'S 12" LVL'S BOTH SIDES OF OPEN AREA
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LINE OF FLASHING
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(3) 24" x 1 " LVL'S 12" LVL'S BOTH SIDES OF OPEN AREA
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20" X 20" CONCRETE FOOTINGS 3'6" BELOW GRADE
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12" X 12" CONCRETE PIER
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FINISH GRADE
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#4 HORIZONTALLY REBAR TWO ROWS
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PORCH COLUMNS
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PORCH FLOOR, 4" CONCRETE SLAB.
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PORCH FLOOR PITCH AWAY FROM HOUSE 1/8" TO 1' 0"
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FACE OF ENTRY
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#5 VERTICAL DOWELS, FULL HEIGHT
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WINDOW SCHEDULE
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W1
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ROUGH OPENING
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32 1/4"W X 54 1/4"H
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24 1/4"W X 48 1/4"H
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MODEL & SERIES
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R-35 MIN.
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RATING
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W2
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WINDOW
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QUANTITY
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7
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BATHROOMS
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2
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LOCATION
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LOFT, BATH & BED RM
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DOOR SCHEDULE
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1
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OPENING
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3'-0"W X 6'-8"H
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MODEL & SERIES
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R-35 MIN.
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RATING
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2
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4
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3
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DOOR
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5
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QUANTITY
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REAR EXT.
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7
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2
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2
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LOCATION
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FRONT EXT.
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80 1/4"W X 93 1/2"H
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WALK-IN, BATH, BED.
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LINEN CLOSETS
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18"W X 6'-8"H
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BED RM.CLOSETS
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48"W X 6'-8"H
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2'-6"W X 6'-8"H
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T.B.D.
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EXISTING PATIO SLIDER RELOCATED
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24 1/4"W X 24 1/4"H
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W3
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ENTRY
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2
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APROX. 36" W X 12" W.
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W4
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ABOVE SERVICED CABS.
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4
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BASEMENT ENTRY
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BI-FOLD
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LEGACY SERIES TRIPLE BI-FOLD
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PATIO
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T.B.D.
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TBD
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W5
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ABOVE PATIO BI-FOLD
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TBD
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TBD
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24 1/4"W X 24 1/4"H
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W6
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STAIRCASE
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1
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TEMPERED GLASS
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EGRESS WINDOWS
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WALL BRACING SCHEDULE
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100
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WIND
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SPEED
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BRACED
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LINE
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METHOD
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BRACED
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LENGTH
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WALL
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HEIGHT
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PANELS
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O/A
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LENGTH
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800#
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HOLD
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DOWN
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WALL
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WALL
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BRACED
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BRACING
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BLOCKING
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NEEDED
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1
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2
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3
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A
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B
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26'
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48' 10"
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42' 10"
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26'
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26'
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CS-WSP
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GB
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CS-WSP
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CS-WSP
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CS-WSP
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VARIES
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VARIES
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VARIES
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VARIES
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VARIES
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5
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4
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2
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3
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2
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4' W.
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18'
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16'
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4'
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12'
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4'
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2
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2
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2
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2
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YES
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YES
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YES
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YES
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YES
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BI-FOLD
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Braced Wall Panels: R602.10.4.4 Continuously sheathed braced wall panel location and corner construction. For all continuous sheathing methods, full-height braced wall panels complying with the length requirements of Table R602.10.4.2 shall be located at each end of a braced wall line with continuous sheathing and at least every 25 feet (7620 mm) on center. A minimum 24 inch (610 mm) wood structural panel corner return shall be provided at both ends of a braced wall line with continuous sheathing in accordance with Figures R602.10.4.4(1) and R602.10.4.4(2). In lieu of the corner return, a hold-down device with a minimum uplift design value of 800 pounds (3560 N) shall be fastened to the corner stud and to the foundation or framing below in accordance with Figure R602.10.4.4(3).
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27 TRESCOTT ST. WEST HAVEN, CT 06516
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PH:203-933-2538 Cell:203-809-4508 [email protected]
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BRACED WALL PANEL LOCATION
3 SECTION - SOUTHSc. 1/4" = 1'-0"
5 SECTION Sc. 1/4" = 1'-0"
4 SECTION - NORTHSc. 1/4" = 1'-0"
UP
LINE OF LOFT ABOVE
P3 PLAN @ FOUNDATIONSc. 1/4" = 1'-0"
BWL A
BWL B
BWL 2BWL 3
BWL 1
BWL 3
BWL 1
BWL B
BWL A
BWL 2
MD
L D
ES
IG
N &
DR
AF
TIN
G L
LC
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BASEMENT FLOOR
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KITCHEN
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BASEMENT STAIRWAY
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WEIGHT BEARING COLUMNS TO ALIGN W/ FOOTINGS BELOW
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LEGACY SERIES BI-FOLD PATIO DOORS, THREE PANEL, MODEL T.B.D.
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(3) 1 " X 9 " 34" X 9 " 12" LVL HEADER
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(3) 2 X 8" HEADER W/ SIMPSON 16 GAUGE GALV. TOP MOUNT TWIST STRAPS SUPPORTING CEILING JOIST @ 16" O.C.
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WALK-IN CLOSET
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FINISHED FLOOR
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FINISHED FLOOR
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24" X 24" X 12" CONC. FOOTING
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24" X 12" CONT. CONC. FOOTING
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4" LALLY COLUMNS TYP.
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P.T. 2" X 6" SILL PLATE W/ " 58" ANCHOR BOLTS, 3" x 3"X " 14" WASHERS @ 36" O.C.
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RIDGE STRAPS (MSA21) 18 GAUGE @ EVERY RAFTER, 16" O.C.
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TRUSS TO WALL TIE DOWNS, UPLIFT CONNECTORS THROUGHOUT
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(3) 24" x 1 " LVL'S 12" LVL'S BOTH SIDES OF OPEN AREA
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BASEMENT FLOOR
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2" X 8" 16" O.C.
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P.T. 2" X 6" SILL PLATE W/ " 58" ANCHOR BOLTS W/ 3" x 3"X " 14" WASHERS @ 36" O.C.
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24" X 12" CONT. CONC. FOOTING
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10" Dia. CONCRETE FOUNDATION
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LEGACY SERIES BI-FOLD PATIO DOORS, THREE PANEL, MODEL T.B.D.
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FINISHED FLOOR
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6
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4" COLUMNS TYP.
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BASEMENT FLOOR
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OPEN ENTRY TO EXISTING LIVING ROOM
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BASEMENT STAIRWAY
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OPEN TO NEW ENTRY
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DOWN TO BASEMENT
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(3) 2 X 8" HEADER W/ SIMPSON 16 GAUGE GALV. TOP MOUNT TWIST STRAPS SUPPORTING CEILING JOIST @ 16" O.C.
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LEGACY SERIES BI-FOLD PATIO DOORS, THREE PANEL, MODEL CODE:9-0 X 8-2
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(3) 1 " 34" X 9 " 12" LVL HEADER
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FINISHED FLOOR
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FINISHED FLOOR
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3
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4" LALLY COLUMNS TYP.
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TEMPERED GLASS
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ALIGN W/ LOFT ABOVE
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A
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B
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D
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C
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PORCH FLOOR PITCH 1/8" TO 1' 0"
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LINE OF 4" CONCRETE SLAB, PORCH FLOOR.
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12" X 12" CONCRETE PIERS
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24" X 24" X 12" CONC. FOOTING TYP.
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CHECKED BY:
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DRAWING NUMBER:
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DRAWN BY:
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SCALE:
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DATE:
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DRAWING TITLE:
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PROJECT:
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LOCATION:
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ARCHITECT:
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CONTRACTOR:
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REVISIONS
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Date
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Revision/Issue
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Revision/Issue
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No.
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Date
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DATE
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QUANT.
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RECORD OF PRINTS
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FOR
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TO
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DATE
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QUANT.
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FOR
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27 TRESCOTT ST. WEST HAVEN, CT 06516
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PH:203-933-2538 Cell:203-809-4508 [email protected]
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N O R T H
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