HomeMy WebLinkAboutAmenity Area - A-3 Skylight detailA --5
2 X 4 OUT RIGGERS (LAY FLAT)
e 24' O.C. TYP.. ALL GABLES
ADDITIONAL DIAGONAL TRUSS
BRIDGING (DASHED) AT THIRD
POINTS
WALL. SECTION
1
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4
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2 X 8 RAFTERS FRAMED
*16" O.C. SPACING
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s
(2) 2X8 HEADER
(2 REQ'D BY EACH SKYLICa;WT)
DOUBLE 2X8 RAFTER
EACH SIDE OF SKYLIGHT
SEE SECTION FOR BEAM
INFORMATION, THIS AREA
PLYWOOD CUT TO SHAPE BLOCKING
e 16' O.C. SPACING. TO FORM RADIUS ARCH
POLARIS MODEL NO. PF -4446 SKYLIGHT
UNIT. R.O. 45 5/8' X 41 1/2'
TYPICAL MANUFACTURE'S FLASHING
PACKAGE KIT 4 BRACKETS
2 X 4 DOUBLE TOP PLATE
STUDS a 16' O:C.
ENGINEERED TRUSSES A 2' O.C.
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EXPC GED ROOF TRUSSES
FOR "I-115 ROOM BELOW
SKYLIG14 T !ETAIL
SCALE: 1' l -0
c1
FOLARIS MODEL NO. PF -44
11 R.O.45 5/8' x 41 1/4'
11
I.
1 CLG.
UP
!POLARIS MODEL NO. PF -444p
1
R.O. 45 5/8' X .41 1/4'
2XS ADD -ON RAFTERS
6 1' -4' O.G. SPACING
SCALE: 1/4' =1 -0'
LJ
1
1
1
1
1
1 X 4 PAINTED FACE TRIM
BOARD WRAP
1 X 4 PAINTED FACE TRIM
5/8' T -111 CEDAR SIDING
PAINTED (WALL 4 SLOPED CLG.)
PLYWOOD CUT TO 81 -TAPE BLOCKING
16' O.C. SPACING. TO FORM RADIUS ARGI -t
DOUBLE 3/4" PLYWOOD GUSSETS
BARREL VAULT FRAMING
2) 2X10 BEAM (GLUE AND
NAILXTYPICAL (4) LOCATIONS),
FOR TRUSS ENO BEARING
2x8 RAFTERS *1 OTC.
ROOF FRAMING PLAN
DOUBLE 3/4' PLYWOOD GUSSETS
BARREL VAULT FRAMING
ENGINEERED ROOF TRUSSES T O.C,
SEMI-CONCEALED
RIDGEYENT
PLAN NORTl-1
SEE WALL SECTIONS FOR
ROOFINGJELT,ICE /WATER
51 -11ELD 4 ROOF DECKING
SEE ROOF FRAMING PLAN
FOR MEMBERS INFO.
1
C
I_ O.H.(TYPICAL GABEL ENDS.)
ADDITIONAL DIAGONAL TRUSS
BRIDGING (DASHED) AT THIRD
POINTS
2 X 4 OUT RIGGERS (LAY FLAT)
e 24' O.C. TYP. ALL GABLES
BUILDING SECTION
WOOD TRUSS NOTES:
1. ALL TRUSS DESIGN CRITERIA SHALL SE SUBMITTED BY THE TRUSS
MANUFACTURER SELECTED BY THE CONTRACTOR THIS INFORMATION
SHALL BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED
IN THE STATE OF INDIANA. TRUSSES ARE NOT TO BE MANUFACTURED
UNTIL THIS INFORMATION HAS SEEN SUBMITTED AND APPROVED BY THE
ARCI IITECT.
2. TRUSS LOADING CRITERIA:
TOP CHORD LIVE LOAD 30 P.S.F.
TOP CHORD DEAD LOAD 10 P.S.F.
BOTTOM CHORD DEAD LOAD 10 P.SF.
TOTAL LOAD 50 P.S.F.
3. PROVIDE 2X4 'X' BRACING ACROSS TRUSSES AT EACH SIDE OF TRUSS.
ALTERNATE DIRECTION ON EACH SIDE.
4. CUTTING AND NOTCHING OF STRUCTURAL WOOD MEMBERS SHALL BE
ALLOWED ONLY AS ALLOW IN THE INDIANA BUILDING CODE.
5, ALL MEMBER$• CARRYING CONCENTRATED LOADS SHALL BE DESIGNED IN
ACCORDANCE WITH THE INDIANA BUILDING CODE.
EXTRA REINFORCING ON 114E GIRDER TRUSS IS
NEEDED FOR THE SUPPORT OF 4 FULL TRUSSES