POLLARD RESIDENCE EXISTING STRUCTURE TO BE REMOVED LINE …assets-powerstores-com.s3.amazonaws.com/data/org/... · line of loft above bed room existing kitchen existing living room
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P PLAN @ 197 CHASHAM DR. Sc. 1/8" = 1'-0" POLLARD RESIDENCE
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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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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1
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REAR EXT.
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1
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2
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2
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6
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1
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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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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).