05-562(3)-003tBRACIING:
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL SLAB OR BEAM
STRUCTURAL. MEMBERS, WALLS AND NON STRUCTURAL ITEMS DURIWa CONSTRUCTION. a
TEMPORARY BRACINfs OF ALL BUILDING COMPONENTS DURING COiSISTRZTION IS THE 4
R
I r
ESPONSIBILITY OF T4•IE Q NERAL CONTRACTOR DURING THE EMOTION OF Wo00
TWSSES, T14S G. C. AND /OR THE ?RUSE INSTALLER SHALL BE RESPONSIBLE FOR THE
TEMPORARY BRACING OF ALL ITS COMPONENTS, WHICH SHOULD REMAIN IN PLACE AS
LONG AS NECESSARY FOR THE SAFE ANUS ACCEPTABLE INSTALLATION OF THE ROOF.
MRMME14T WEB LATERAL BRACING OF TRUSSES IS TO BE INSTALLED AS SHOWN ON THE
INDIVIDUAL TR,ISS DRAWING, PEF41ANEW WEB LATERAL BRACING IS TO BE RESTRAINED
TO PREVENT LATERAL. MOVEMENT BY SOLID ANCHOR4a TO END WALLS, OR BY
PEW44EW DIAGONAL BRACING IN THE PLANE OF THE WEB MEM15ER At INTERVALS NOT
TO EXCEEO 20 FEET ALONG CONTINUOUS FUELS BRAOE. PER!`IhIANENT BRACING WINDOW 1 DOOR OPENING
SmGIFICATIONS ARE t415 RESPONSIBILITY OF THE TRUSS DESIGN ENGINEER
a ALL TRUSSES AND WOOD FRAMING MUST BE SECURELY BRACED WTH DURING
ERECTION AND 40 TER PERMANENT INSTALLATION iN ACCORDANCE WiTH
'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (M-1 67
AS PUBLISHED BY TRJ..+°S PLATE INSTITUTE.
DROP SLAB OR BEAM SOFFIT AS
1RE00, TO ACCOMODATE OPENING
PROVIDE ADDITIONAL 2 5 BOT.
AND • 3 TINS a 4' OTC.
• 4
a d
b ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT, PLUMB AND IN A SAFE COORDINATE LOCATION AND cvr=OMETI+X1'
CONDITION UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN S' CMU WALL OF OPENINd -WO WITH ARCHITECTURAL
FASTENED FORMIM A STRUCTURALLY SOUND ROOF a:RAMiNG SYSTEM. ALL DRAIUINGS
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED AND ALL TRUSSES tA�� /L ,_ - 1
PERMANENTLY FASTENED BEFOi� APPLICATION OF ANY LOADS TO THE WOOD .�._..,...�.. A �. L
FRAMING SYSTEM, mm OmNwo Lr4 THM 6' -0' am)
c ALL BRACING REQUIREMENTS ALONG WITH PERMANENT STRUCTURAL CROSS NTS
BRACING TO ENSURE OVERALL RIGIDITY OF THE ROM SYSTEM SHALL SE IN
ACCORDANCE WITH THE WOOD ROOF TRIM DESIGNERS PLANS. 1_50GER 'A'
d. SAFE ERECTION OF TRUSSES IS THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR U6P -M'3A (NOA -'
LUMPER `
A ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM WITH THE APPICABL.E "
PROVISIONS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION,
MBLiS14ED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, AND THE DESIGN
SP THE TRUSS PLATE INSTITUTE. ECIFICATIONS FOR METAL PLATE CONNECTED WOOD TIQUSSES, PUBLISHED BY
13. SUBMIT SHOP DRAWINGS FOR ALL WOOD STRUCTURAL MEMBERS AND CONNECTIONS
TO THE ENGINEER FOR REVIEW PRIOR To FABRICATION.
C. ALL TIMBER SIZES, CONNECTORS, FRAMING PLANS NOT SHM ON STRUCT11RAI-
DRAWiNGS SHALL BE PROVIDED BY THE FABRICATOR AND DETAILED ON 14I6
SHOP DRAWINGS.
D, RX 0IT, d'*-A &j *WCoNNECTiONB ARE SUBJECT To THE APPwvAL OF
E. PRovIpE HURRICANE ANCHOR STRAPS, AS REQUIRED BY LOCAL BUILD CODE, TO
ALL MEMBERS SUBJECT TO WIND LOADS.
F. USE STRESS -RATED TIMBER FOR ALL STRUCTURAL WOOD MEMBERS. PROVIDE THE
MINIMUM PROPERTIES FOR WOOD STRUC'R11RAI. MEMBERS, UNLESS OT14EIV16E
NOTED ON THE DRAWINGS.
•
LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, SEAMS, AND/OR OTHER •
bj
STRUCTURAL MEMBERS SHALL BE OF NO LESS STRENGTH THAN No. 2 GRADE OF
SOUTHERN PiNE, DOUGLAS FIR - LARCH, HEM -FIR OR SPRUCE•PiNE -FIR •
JOISTS AND RAPIERS SHALL BE SIZED ACCORDING TO 4F4PA SPAN TABLES FOR •
zz
�z
JOISTS AND RAFTERS ADOPTED IN 82314,4,
!
ELYUJO -OJ2 ROOF SHEATHIN �: uSP -�ESx (NOA-
A. SHEATHING SHALL BE C -D EXTERIOR SHEATHING, PANNEL INDEX 32/16 MN LEDGsER
RATED FOR EXPOSURE it MIN THICKNESS 19/32', 8' CONC. MASONR
b. INSTALL SHEATHING CONTINUOUS OVER TWO OR MORE SWANS WITH FACE GRAIN
05 MA" 40 24'0.
PERPENDICULAR TO SUPPORT: CONC:. PILLED C
eri FOR PLYWOOD SWEAT14IN NAILING PATTERN SEE PLYWOOD NAILING PLAN SHEET.
CONT, 2' x 6' P.T. NAILER
ANreHORING epoxy--. FI/ ED MASS CELL
L OA
FOR ANCHORING REINFORCING STEEL IN EXISTING CONCRETE USE HILTI p -100 EPDXY 09
EQUAL, OT4ER AVAILABLE EPDXIES ARE MADE BY ULTRA BOND OR RAL14- DWLL MOLES 1 j'
1/8' BIGGER THAN THE DIAMETER OF THE REINFORCING STEEL. (STEEL ROD). THE DEPTH �� HOWES AA34 HURRICANE CWP
OF THE DOLES ARE TO BE A MINIMUM OF 51, UNLESS OTHERWISE NOTED IN THESE PLANS, -� Nk W/ 44d NAILS 6 EACH MAR
OR UNLESS OTHERWISE INSTRUCTED 13Y THE MANUFACTURER'S RECOMMENDATIONS. E+' 1 4- EACH SIDI:
EXrAN_8ION BQLT8: TRUSS BOTTOM OPETAIL 0.
ALL EXPANSION BOLTS, NOTED IN PLANS, ARE TO BE HILTI TYPE EXPANSION BOLTS OR
EQUAL. FOR SUBSTITUTION, SUBMIT TO STRUCTURAL ENGINEER FOR REVIEW AND HIS
APPROVAL. HUGHES DTC STRAP WiTH 2X4 I5L ING BETWEEN TRUSS 2-10d NAILS
BRACiNCs. SS x Iti, k 1T'* SEAT t g -10d� / AT VWENTITiLATION AREAS
X 1�? STRAP OMIT I
c
0
a�
uIL_( aAtA
Size
WIND VELOCiTY (MPH)
146
IMPORTANCE FACTOR
i00
EXPOSURE CATEGOR
C
INTERNAL RMSSUR COEMICENTt
0,i8
MEAN ROOF HEOGHT (FT)
16
BUILDING WIDTH (FT)
1900
BUILDING LENGTH (FT)
6'1.00
ROOF SLOPE (x : 12)
4
ROOF DEAD LOAD
21 P/SF
ROOF LIFE LOAD
30 P/SF
HUGHES
AA34
HUR R
THE DESIGN PROFESSIONAL'S UPLIFT
CALCULATIONS FOR EACH MEMBER OF
THE ROOF FRAMING SYSTEM SHALL BE REVIEWED
BY THE GENERAL. CONTRACTOR AT THE TIME
OF THE TRUSS MANUFACTURsR'S
SHOP DRAWING APP'ROiIAL, AND THE HIGHER UPLIFT
VALUE OF THE TWO SHALL BE CONSIDERED,
AND THE ANCHORINCs HARDWARE
SHALL BE CHANGE IF NECESSARY.
a�
cr
Size
� ry
PRCsGY 13ACK
Q
T"SEB.
~iMARK
EI,Ev.
EL
cO
PROVIDE i'x2'
6
VENT. HOLES'
z
IN BHEATWING
�a
O.C.
PREF=AB. WOOD TMSSES
+m 24' 0.0. (TYP.)
( SUBMIT SHOP DWGS)
VI_4 y� ! • �+ ) J
CONT, 21X6' P.T, NAILER W/ IfU /(JjJJJ
$" HILTY As. AT 3Ga' OiC.
IN FILLED MASONRY CELL
N.TA
21/
12
SEE W. 'C'
GAME END
RAKE BEAM
WALL MIW EXTEND
CONTINUO$ TO RAJe CAP ISM
ROOF Sam
SEE PLAN
S' CN'k.1
KTA
:r
LE 0 -GEI� II Ait
2- 2'x12' P.T. WOOD LEDGER W/
4/44 HILTI KWik BOLTS 11
0 12' O.G. 4 4t' MiN. EMBEDMENT
STAGGERED AS SHOWN.
12' 12' 12'
vtY�
UP LIFT IAK
21.01
NVHT
A 22
PROVIDE 1 " S IN
CONCRETE FILLED CELL
ADJACENT TO OPENING
FIOPW4,0�D EA DENOTES
IAPI.4 t 4W W1
S a 4' OC. AT
ALL QTHER
ANEL EDGES
SCALE I' 1' -0'
2 •5 k 6'
ADD 'L. CORNER
BARS
)ETAI
WOOD MOSES-
(04515 ROOF
FRAIMINO PLAN)
GRAVITY L_%
UP LiFT JZ
USE STEEL
BRAMET 1 -A
0
U -
GRAVITY
UP LIFT A%
U69 NvHTA 22,
(GRAV
ItY 1
UP LIFT %
USE NVHTA 22
i
4 f 3 STiRRUPS a 12" 04
/BALANCE N 3 A 48' O.G. (U.09)
WALL 'TiE BEAM
SEE! PLAN
A
dRAAe_-I_�2
OR Ufa LIFT
q USE N
UP LIFT "K
USE N1 4TA 22
CONC. TIE PEAM
(SEE ROOF
FfeAMINCs PLAN) L
MIN. 2' x V WOOD
FASCIA. (SEE ARCH) GRAVITY 19-
5/8 CDX PLYWOOD.' LIFT'
USE STE[:l.
ISR,AC W i -A
10D NAIL a 4' oz. AT Q
WOOD FASCIA (ALL
EDGES)
2 « I&D NAILS FASCIA
TO END OF TRUSS
00 MAILS 0 &' O.C.
00 NAILS 0 6' O,C,
!STAGGERED)
SWADEO A59A DENOTES
moC KED Dim W/
10d NAILS * 4' O.C. At
SOUNDARES # ALL OTHER
PANEL EDGES
UP LIFT JZ
USE DTC
TAILS
LEDGER-
2_21x S' P.T. WOOD LEDGE `' W/
NILTi KWiK BOLTS 11
a 16' =. 4 41/2' MIN, EMBEDMENT
AS SHOW.
ilk 19 L
14 r
'44
'v
16' Ib" Ib'
12'
t
T -3
LEDGER 'A' ---- �`--��
SEE SET, 2
2' -0'
A
r
r
ROOF - CORNER DETAiL
GRAVITY AK Q
UP LIPt �Z
USE STEEL
SRAMR ET I -A
A
PRAMED IMITATION BEAM
W/ METAL STUDS,
011WIES14 AND STUCCO,
GRRAVItY
UP LIFT 1AX
USE StI:EL
A BRACKET I -A
AM I
Mkw�
SCALE 1/4' ■ 1! -O'
NOTES:
1. FIELC� VERIFY BEAM DEPTH WITH DOOR t WiNDOW GEe'JMETRY
2, VERIFY ALL ELEVATIONS WITH ARGHItECTUR'AI_ DRAWINGS
3. TOP ELEVATION OF BEAMS WITH RECESS SHALL BE
SET BY DEDUCTW3 THE RECESS FROM TI.4P ELEVATION SPECIFIED
11.
.11
Size
� ry
Pm NFOi�OIN3
Lu
I
~iMARK
EI,Ev.
Z
N
0
z
WX H'
�a
50T
INTr=R
TOP
O
a.
'
w
I.
-j
s
E
0
I,"`
T.B.
a' x 12'
_ - -
2 05
- - -
2 05
_ ±'5 a _0' _
S c01*0,'ER'tREINF, DET.
cn
V
.J
Wz�v
M
U.z
,a
Gross
=
RB- I
12' x 12'
- - -
2 +"1
- - -
2 �1 =
,93
Lu
0
w
W
z
RRB.2
8' x 30'
_ _ ,.
2
4 •5
2 +4b
03 T. 12'0.0:'
%s
ROOF - CORNER DETAiL
GRAVITY AK Q
UP LIPt �Z
USE STEEL
SRAMR ET I -A
A
PRAMED IMITATION BEAM
W/ METAL STUDS,
011WIES14 AND STUCCO,
GRRAVItY
UP LIFT 1AX
USE StI:EL
A BRACKET I -A
AM I
Mkw�
SCALE 1/4' ■ 1! -O'
NOTES:
1. FIELC� VERIFY BEAM DEPTH WITH DOOR t WiNDOW GEe'JMETRY
2, VERIFY ALL ELEVATIONS WITH ARGHItECTUR'AI_ DRAWINGS
3. TOP ELEVATION OF BEAMS WITH RECESS SHALL BE
SET BY DEDUCTW3 THE RECESS FROM TI.4P ELEVATION SPECIFIED
11.
.11
0
� ry
Cog
..-
Lu
C.�tuN
y �
z
0
co
Z
N
0
z
w
�a
pp
eY3
CL
O
a.
'
w
I.
-j
s
E
0
I,"`
H
0
'
t°
o
Z7
�Wc*
W
�
cn
V
.J
Wz�v
M
U.z
,a
Gross
=
Lid
1
:3
cad
•
r
�
Lu
0
w
W
z
w
0
W
* s
%s
C.yNO
z�'~
0
tiff o
La R
LL
0
� ry
Cog
..-
Lu
y �
z
0
z
N
z
W
�a
�
CL
I,"`
H
0
Z7
0
cn
H
�
~
Gross
o
1
1
1
2
�
o
yr,
W
z
0
* s
z�'~
z
tiff o
La R
LL
0
� ry
Cog
..-
Lu
y �
z
0
z
N
W
�a
�
I,"`
H
0
Z7
tiff o
La R
LL
0
� ry
Cog
..-
Lu
J
LL
z
�a
H
0
Z7
0
cn
H
�
~
Gross
2
o
W
z
0
0
AN E,'' + 0 5' 10' ,R NCB FL �; = Jab Na
ti y
•r
u
F�
t,
Y