HomeMy WebLinkAbout05050050.24T STL
+(SEE
OSB SHEATING ON ENGINEERED -
TRUSSES 0 2' -0" OC. SECURE
TRUSSES TO DECK w/ (2
3 "x3 "x3 "x16 GA CUPS w (3) 110
SCREWS TO DECK AND (3) 8d TO
TRUSS (TYP)
8 5'p E
c
o DECK
JOIST
Llhx1hx )(6 EA JOIST TO
BOTT FLANGE
BEAM
f3' -10"
VERIFY w/ ARCH T /PLATE
E3 +(SEE ARCH)
L3x3xY x CONT EDGE ANGLES
AT PITCHED AND LOWER
DECKS. WELD TOGETHER w/
X6 %2" 0 12" OC
ROOF OVERBUILD SECTION
(2) 2x4 PLATES, PRESSURE
TREATED. SEE ARCH FOR
RAILING ATTACHMENT
OSB EA SIDE
SEE ARCH FOR CAVITY VENTILA11ON
FABRICATE TRUSSES FOR
2x4 RUNNER CONT
/-DECK
JOIST
FIELD FRAME RAFTERS OR FIELD FRAME TO INSULATED
WOOD TRUSSES NAILER BD AFTER DORMER
SET IN PLACE
2x4 OUTRIGGER FRAMING
BASE INSULATION - SEE
ARCH
12
k8 l d?
'JOIST
2x4 BASE JOIST ® 16" OC
" PT SHEATHING
AL ROOF DECK
DORMER CONSTRUC110N
1. COORDINATE ALL DIMENSIONS FOR DORMERS INCLUDING
SOFFITS AND EAVES w/ ARCHITECTURAL
2. PT 2x4 BASE JOISTS ® 16" OC ON %" PT SHEATHING.
3. CONSTRUCT DORMER ON BASE w/ 2x4 STUDS ® 16" OC
w/ %" SHEATHING ON WALLS.
4. CONSTRUCT ROOF w/ 2x4 FIELD FRAMED RAFTERS OR
WOOD TRUSSES w/ CEILING JOIST.
5. ATTACH DORMER BASE TO METAL ROOF DECK w/ #10
SELF DRILLED "BUTTERFLYTIP" SCREWS IN (3) ROWS ® 6"
OC INTO DECK.
DORMER CONSTRUCTION
SCALE: Y4" = 1' -0" S408 SCALE: Y2" = 1' -0"
SECTION (g7 CHIMNEY
SCALE: Y4" = 1' -0"
SECURE DECK
WOOD ELEMENT
#10x2" SCREWS.
OC.
JOIST
2x4 RAKE WALL w/ STUDS
® 16" OC. SECURE TO ST
BEAM w/ 0.177" PAF ® 16
OC
T /STL
Y +(SEE PLAN)
TYPICAL
TOP FLANGE OF STEEL FRAMING TO
DIRECTLY SUPPORT MASONRY (PLATE
WHERE APPLICABLE) WILL RECEIVE Y"
SQUARE BAR (WIDTH OF BEAM /HSS
LEDGER SPACING 0 8" OC
12
g �oQE
BEAM /HSS/
SLOPED LEDGER ANGLE
TYP BRICK SUPPORT ON SLOPED STEEL
SCALE: -Y4" = 1' -0"
L K.9
1' -6"
1' -2 %" 33
L3x3x3A6 CONT 0 SHEATHIN
�T /STL -- - - - - -- - --
+(SLOPES)
2x PT SUBFASCIA -Z
ATTACHED TO BENT PLATE
w/ Y" TEK SCREWS 0 12"
OC
1/S405, SIM
L6x6x)(6 "xCONT
I
PORCH STRUCTURE
1
I
�T /STL - - -- - - - - --
+(SLOPES)
GABLE END JOIST
THING
FC6 OUTRIGGER ® 6' -0" OC, C6 OUTRIGGER
LAID INTO DECK FROM
ABOVE 1
BEAM
' SECTION A DECK
1 I a DECK
LL%x1hx)f6 EA JOIST TO BM
BOTT FLANGE
y� TYP EA END
2x6 FRAMING ® 16" OC
SS6 TUBE, SEE S501
T /STL�
+(SEE PLAN)
L1}¢A&X6 ® 4' -0" OC-/
PORCH CEILING (TBD)----.-
GABLE END SECTION & PORCH
SCALE: -Y4" = 1' -0"
SECTION CHIMNEY
SCALE: Y4" = 1' -0"
ARING FOR SKYLIGHT
+(SEE AR
TOP TOP PLATE
4 FRAMING (FOR SKYLIGHT)
16" OC. SECURE TO STL
AM w/ 0.177" PAF ® 16"
(CONT
6 "x 2V, 16GA DEEP
TRACK (DLT) ATTACHE
TO BEAM w/ �2) 0.17
DIA PAF ® 24 OC
x6 "xCONT PLATE AT GABLE END
NDITIONS w/ STUD WALL ABOVE
ARING DIRECTLY ON PLATE
(2) 2x6 TOP PLATE " CLR
ATTACHED TO DLT
W/ #10 SCREWS OR
12D NAILS ® 16' OC
TYP
2x6 STUD WALL
TYP WD STUD WALL TOP CONN
SCALE: 1 1i" = 1' -0"
FACE OF ANGLE (EOD)
SEE PLAN DECK
12
8 '90
S3 EXTENTION (TYP)
T /STL "' jN \-JOIST
+(SEE PLAN)
L1,�x%x& EA JOIST TO BM
BOTT FLANGE
BENT PLATE Y "x3 "x3 "xCONT
y� TYP EA END
BEAM
2x PT SUBFASCIA ATTACHED TO 1/S408
BENT PLATE w/ Y" TEK SCREWS
® 12" OC
2x6 FRAMING ® 16" OC
SHEATHING
TYPICAL EAVE @ JOIST SECTION le-2
SCALE: -Y4" = 1' -0"
FACE OF ANGLE (EOD)
SEE PLAN C6 OUTRIGGER ®6' -0" OC,
LAID INTO DECK FROM
ABOVE
//-L3x3xMo CONT 'I¢ DECK
SCALE: �4" = 1' -0"
" EXP BOLT TO SLAB ® W IF /STUD
4' -0" OC EOS SEE PLAN
L4x4xY CONT w/ Ya"x4" COMPOSITE SLAB
HS ® 2' -0" OC
�T /SLAB
+(SEE PLAN)
01b T /STL
+(SEE PLAN)
BEAM
6 ", 20 GA CONT TRACK
FOR SHEATHING
SHEATHING BREAK JOIST
L%x1Xx)16 EA JOIST TO BM
1/S408 BOTT FLANGE
SHEATHING yy TYP EA END
24 FRAMING 10 16" OC
SECTION @ SECOND FLR FRAMING
SCALE: -Y4" = 1' -0"
" EXP BOLT TO SLAB ® 6�_ F STUD
4' -0" OC EOS SEE PLAN
BENT PLATE Y4x4x6 CONT
w/ % "x4" HS ® 2' -0" OC
,LT/SLAB
+(SEE PLAN)
T STL -- =- -
+(SEE PLAN) -- --
BEAM
6 ", 20 GA CONT TRACK
FOR SHEATHING
SHEATHING BREAK
SLAB
L1&%A EA JOIST TO BM
1/S408 BOTT FLANGE
SHEATHING TYP EA END
2x6 FRAMING ® 16" OC
SECTION @ SECOND FLR FRAMING
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
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��.��61 ST EIPE�•.i�
No.
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8601325 OF ,
STATE ATE OF
..ND I AM�• ''fir ��
zucwtAL 131346 roA W 1910 M NATM& CMUTMTS
1717 End 1106 NvO. Sift 200 OQnnl. MUM IW32
317 -300 -0102 317 - 562 -W03 Fm
Developer:
P E D C 0 R
DEVELOPMENT CO.
CnProject:
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Issue Date Drawn By Checked By
02/28/05 nth KPH
Revisions:
MEI Project Number:
24187
Sheet Title:
SECTIONS
AND DETAILS
JOIST
Sheet Number:
S4()Il