05-1332-011PROVIDE 1/8"
SPACING AT-
PANEL EDGES
4'x S' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK -
MAX. SPAN 24"
PROVIDE 2 "x4" BLOCKING v
ALL PLYWOOD SEAMS, 48" BACK
OF GABLE END. NAIL SEAM w/ 106
9 4 "o.c. EA. SIDE OF SEAM.
2 "x8" WOOD FASCIA SEE
TYPICAL WALL SECTION NAILS
W/ 2 -16d NAILS * EACH TRUSS
f=L "rWO072
SG4LE: N.T.S.
1116" SPACE AT PANEL
NA1LINr-:� �ETA
PREFABRICATED WOOD TRU55ES
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE
DETAIL ON THIS SHEET.
8d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
4 "o.c. 9 GABLE ENDS
FIRST 48" BACK
00F TF�L�55 A CHOFR LE� END
ACTUAL
UPLIFT
(NUVUE) NVSTA 16 ANCHOR w/ 9 -10d x 1 -1/2"
O NAILS TO TRUSS AND 6 -10d x 1 -1/2" NAILS TO SEAT PLATE
*
ANCHOR CAPACITY: U =1221* (DADE APPROVAL * 00- 0321 -03)
REQUIRED
ANCHOR
(NUVUE) NVHTA 16 ANCHOR w/ 16 -106 x 1 -1/2" -
2 NAILS TO TRUSS AND 6 -10d x 1 -1/2" NAILS TO SEAT PLATE
ANCHOR CAPACITY: U -2133* (DADE APPROVAL 1* 00 -0321 03)
B /E= BOTH ENDS OF TRUSS
UNO= UNLESS NOTED OTHERWISE
G = GRAVITY LOAD
" SDL -2" BRACKET. SEE DETAIL ON BHT 5-3
SEE DETAIL CALCULATION IN CALCULATION PACKAGE- CAPACITY: U= 40-12*
O
TY1� TYPICAL
Oal
ANCHOR OUTLOOKER TO
TRUSS W/ ONE (2) USP
MP34 HURRICANE CLIPS
FASTENED W /4 -8d NAILS TO
TRU55 AND OUTLOOKER EA SIDE.
PROVIDE 2 "x4" BLOCKING O
ALL PLYWOOD SEAMS, V -0" BACK
OF GABLE END. NAIL SEAM w/ 10d
4 "o c. EA SIDE OF SEAM.
ATTACH X BRACING
TO WOOD TRUSSES W12-16d
NAILS AT EA INTERSECTING TRUSS.
4 "o.c. EA, SIDE OF SEAM,
o
V
r
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�;1
u
LATERAL E
SEE PLANS
24" MAX
"x4" OUTLOOKERS
ATTACH X- BRACING w/ USP FRAMING ANGLE,
MP34 W /4 -8D NAILS EA END AND TO
ATTACH CONTINUOUS 2"x4" PT LEDGER TO CONC.
BLOCK WALL w/ 1/4"? x 3 " TAPCONS • 12 "oz.
(TYPICAL)
NU VUE NVSTAI6 STRAP WM -10d
NAILS TO OUTLOOKERS
2 "x6" BLOCKING BETWEEN
ALL OUTLOOKERS - FASTEN
EACH END W/2 -16d NAILS
2- *5 CONT. ----
DRILL 4 EPDXY wo VERT
6" INTO EXIST CONC Q 24" O.G.
EXIST RAFTER
NU VUE NVSTAI6 STRAP W/' -10d
NAILS TO OUTLOOKERS
2 "x6" BLOCKING BETWEEN
LL OUTLOOKERS - FASTEN
EACH END W12 -Ibd NAILS
2 "x8" STRUCTURAL
I L FASCIA W/2-16d NAILS
AT EACH OUTLOOKER
GABLE END SECTION
SAWCUT EXIST
OUTRIGGER FLUSH
TO WALL AND WRAP
W/ 15 LB FELT(TYP)
RAKE BEAM
AS PER SCHEDULE
8"x8 "x16" CONCRETE MASONRY
REINF WA% * 46 "oc (TYP)
ALL 5PLICE5 45 BAR DIAMETERS.
ANCHOR OUTLOOKER TO
TRUSS W/ ONE (2) USP
24" MAX MP34 HURRICANE CLIPS
FASTENED W/4 -8d NAILS TO
TRUSS AND OUTLOOKER EA SIDE.
OUTLOOKERS 4 24
71 ;
N
{cATERAL BRACE
/ SEE PLANS
d
cvlCt Q11 r- I I I JAI I
ATTACH X- BRACING w/ USP FRAMING ANGLE,
MP34 W 14 -8D NAILS EA END AND TO
ATTACH CONTINUOUS 2"x4" PT LEDGER TO GONG.
BLOCK WALL w/ 1/4" z x 3 " TAPCONS a 12 "oz.
(TYPICAL)
SECTION AT EXISTING ROOF
2 SCALE: 3/4" = V -0"
CONCRETE BEAM SCHEDULE
BY:
lu
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LU LU
O
I+/-
VC3•rV
LU
RE INFORCEMENT5
* 3 STIRRUPS
REMARKS
O
v V
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TB -1
A
9' -2"
all
12"
2 -05
-
2 -*5
*3 48" O.G.
TIE BEAM. SEE NOTES BELOW
5 -1
B
+/- 514"
8"
18"
2 -05
2 —w3
2 -*5
*3 6" O.C.
CONC BEAM W/ 2 ADD'L -*5 BAR5
OVER OPENING= AS PER DETAIL
1 /S -3.
V D�
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V V
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8"
all
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2 -*5
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RAKE BEAM
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BEAM TYPES Q
T_ YPE -A TYP E- TY -C
CONCRETE BEAM NOTES:
1. GENERAL CONTRACTOR TO VERIFY EXIST TIE BEAM ELEVATION. NEW TIE BEAM ELEV. TO MATCH EXIST
2. TIE BEAMS SHALL HAVE (4) * 3 TIES AT 12" o.c. AT ALL CORNES ,EA. WAY, AND 48" or-. REMAINDER.
3. PROVIDE (2) *B? x 60" CORNER BARS, BENT 30" EACH WAY a ALL CORNERS.
eo
BY:
y
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PARTIAL ROOF FRAMING PLAN
SCALE: 1/4" = V -0"
REVISI ❑N BY
I_ IB/17/05 f3LD DEPT COMM
10 XX
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
ISEAL:
Ifflf Wa
DRAWN
BY:
MER
Y i
0
0 o
W
00
2/31/05
0
N
LL
SHEET
NO.:
S -2
F-
0
Q
Q
U
�
N
L
C�
G
Ifflf Wa
DRAWN
BY:
MER
DATE:
2/31/05
SCALE:
AS NOTED
SHEET
NO.:
S -2