HomeMy WebLinkAboutROOF FRAMING TRUSS1
2
3
4
USP TRUSS ANCHORAGE SCHEDULE
OR EQUIVALENT HARDWARE PRODUCT
N
MARK
STRAP DESCRIPTION
UPLIFT bs
REMARKS
LATERAL F1
LATERAL F2
IOdUM5E NAILS
A
USP HTA20
(6) 1Od
980#
(DOUBLE STRAP)
590
660
$
USP HTA20
(9) 10d
1480#
(DOUBLE STRAP) (ONE PLY)
590
660
C
USP HTA20
(10) 10d
1500#
(DOUBLE STRAP)
590
660
D
USP HTA20 (1)
(10) 1Od
1650#
(DOUBLE STRAP) (ONE PLY)
590
660
M
E
USP HTA20 (2)
(10) 10d
3230#
1180
1320
EACH STRAP
F
USP RT16
(8) 10d E.E.
1030#
645
650
USP RT24T OR RT24TF
5 16d E.E.
()
900 #
ADD 2-16d TOENAILS FROM
TRUSS TO WOOD BEARING
500
500
}�
USP RT24T OR RT24TF
8 16d E.E.
()
1255 #
ADD 2-16d TOENAILS FROM
TRUSS TO WOOD BEARING
500
500
1
USP HTT22
(32) 1Od
5370#
(1) 5/8"x 12 E.B.
—
—
L
J
USP USC OR EUSC
(8) 1Od E.E.
11150#
(4) 3.4" x 6" e.b. AT BEAM
—
—
K
USP HTR16 (2)
(6) 1Od
1760#
1 STRAP EA. SIDE OF TRUSS
1180
1320
L
USP LUGTC2
(20) 1Od
1350#
(10) 10d TO TRUSSES, (8)10d TO
TO STUDS & (2) 10d TO PLATES
575
575
M
USP MUGT15
(20) 1Od
1350#
(10) 10d TO TRUSSES, (8)10d TO
3965
3965
TO STUDS & (2) 10d TO PLATES
HARDWARE SHALL BE MANUFACTURED BY USP LUM5ER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS (RE: 200E UPS CATALOG) PRR5 MAY BE USED IF STRAP SiZE, GAUGE AND
K
UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED.
Notes:
1. Where more than one strap is used, multiply the uplift capacity by the number of straps.
Example: * of straps 2D Mark 2x12401bs = 24,50 Ibs uplift capacity
2. The uplift for each truss/girder is less than or equal to the uplift capacity for the
specified anchor.
3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means
that any unmarked trusses have an uplift range from 1 to 1300 Ibs),
J
4. All truss to wood connections to be MARK I, unless otherwise noted. (Thi-- means that
any unmarked trusses have an uplift ranee from 1 to 14-15 Ibs).
5. Alternative truss anchors w/ equal uplift d lateral load capacity maybe substituted w/
engineer's approval.
CsABLE END TRUSS CIF APPLICABLE),
SEE ROOF PLAN
PROVIDE 1/6" SPACING
AT PANEL EDGES
N
APA 40/20 3/4"
PLYWOOD SHENGATHI
`
SES
/ f �-E� 1�D TIOF PLPL
/ • 24" O/C (SEE ROOF AN)
G
a
a
0
ALL PLYWOOD sE s `: `.
BETWEEN 1ST (3) TRUSSES
NAIL SEAM w/ loci A 4" O/C ` d � LATERAL 5R'd'CFWs IF
EACH SIDE OF SEAM �� ` FWMIRED (SEE TYP.
` 0 WA-L SECTION)
NAILING SC4EPULE (SWs LOCKIDIAPHRAGM)
t/ib" SPACE AT
PANEL ENDS O EDGE NAlOW-i lod • 4" O.C.
INTERMEDIATE NAILWS 10d • 4" O.C.
BOUNDRY NAILING lod • 4" O.C.
END BLOCKING 1 ® CORNER NAILING lod • 41 OZ.
BEHIND FASCIA
BOND BEAM OR
TIE SEAM (SEE
TYP. WALL SECTION)
TI.T.S
II�III
I I R1=� G
24 O.C.
DIAPHRGMI-I SOUNDRY
PL YC(JOOD FLOO>�'/ ROO>� SN�,4R D1,4P,�1,4t.�l"I SG,t->t„�DLIL.�
*T-
3 0`
4�
� T
I
\2 , T / 2/ I
D 2 <T
2 T 2
LATERAL BRACE
me
9 I 10
BRAG IN 0 NOTES:
PERMANENT 2" X 4' DIA60NAL BRACING IN THE PLANE OF
THE WJ RE5T WEB MEMBER CONNECTION WITH (2) - Ibd
NAILS IN EACH WEB IN AT LEAST (3) TRU55ES AT APPROX.
46 DEGREE ANGLE. OZEF: HI"I, Fig. 37, 3& 4 31).
PERMANENT BRACING IN THE PLANE OF THE STRUCTURAL
BOTTOM UiORD OF THE TRU55. CONNECT WITH (2) - Ib d
NAILS IN EAUi TRU55 (ROOF ONLY).
Ar-LS.,�TOTHE .RAGING TO BOTTOM CHORD
W/ 2-16d NAITOP OF EACH TRUSS
� L-5 PERMANET BRACING �
N.T.S. IN THE PLANE OF THE WEBS
THIS STATEMENT 15 TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY
ROOF MEMBER 15 LESS THAN OR EQUAL TO UPLIFT CAPACITY
OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE)
LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN
DESIGNED BY RATIONAL ANALY616 FOR THE ACTUAL LATERAL
LOADS AND DO NOT EXCEED THE ALLOWA5LE LATERAL LOADS
L15T ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE
POURED SOLID W/ BLOCK AND SEAM ABOVE
MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR
TO WALL = 460 L55 PARALLEL TO WALL = 360 L55
L
Q
HIP ROOF 10< 0 S 45*
CORNER DISTANCE: A= 4 FEET iN ALL CASES
PANEL
FRAM'G.
TRUSS
MIN.
PANEL
NAIL SPACING
GOt"MON
REi'ARKS
6 DiAPH
'm OTHER
GRADE
SPCG.
THICKNESS
BOUNDRIES
PANEL EDGES
NAILSIZE
APA RATED
4" a ZONE 1,2
411 a ZONE 1
OF
MAX!
MIN'
4" Q ZONE 3
4" a ZONE 2 t3
R 8 ANK
uNo AN'APHRAGt
APA RATED
T4G GLUE AND SCREWED
j
U.N.O. ON PLAN
A-5
1/4 1 ' -0"
1 2
3
4
5
IS
IT 15 THE RE5PON51511-I1Y OF THE BUILDER DER50%
EREGT1N6 THE TRU55E5 TO INSTALL ADEQUATE BRAGIN6
TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL
APPLICABLE RECOMMEIVATIONS IN TPI PUBLICATION
" HIB-al'
77
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TOP OF BEAM
14 I 15 1 16
FNIJ�IATiC FA&TENEfR LEGEND
NOTE: ALL FASTENER AND NAILING TO 5E STAILESS STEEL
i='NEU L4TiC F,45TNEfR5 - ITW I<R,4"i5ET / fRED�4EAD
APPLICATION 51ZE TYPE SPACiNG REMARKS
MTL 5TRAP TO CONC, 1/4"xi-3/4"
BLOCER STK OR TIE SEAM 10(4)
PER TRAP
NON BRCS. WALL SILL 300 HD 5/32" DIA. SHANK
PLATE TO CONC. SLAB -f /8" WASHER SERIES 12 O.C. W/HEAD W/ R
AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP
MET,4L L,4TH 4 WIfRE FA5TNEIRS - fNEU-F,45T CO.
APPLICATION 51 ZE TYPE SPACING REMARKS
ART
WiRE LATH MIN. 1 1/4" W/ * 101 - i SiDELAPS
PENETRATION 9" APART
16 GUAGE W/ &" APART SEE 51=.B.G SECT.
3/0" Ri5 MTL. LATH MIN. 1 1/4" 0101 - I SIDE LAPS 35023
PENETRATION S" APART 35042(CXbb)
MET,4L fiROOF TiLES - ,4TLA5 COLLATED N,4IL5
APPLICATION 51ZE TYPE SPACING REMARKS
*10-12x1" PANCAKE GALV. PER TILE SEE P.R.C. 201*1
METAL ROOF HEAD WOOD SCEW OR MANFU SEC. FnO53B
W. *2 PHILLIP- SEALENT 5.STL, SPEC'S AND 9053.E
NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL 5E 31(o 5TAINLESS STEEL
fi;R00F/WALL SNE,4THINC; - ATLAS COLL,4TED N,4iL_5
APPLICATION 51ZE TYPE 5PACING REMARKS
3/4" ROOF 5HEATHiNG; 3" x .14a" iOCI S.S. IRAOOF - 4"
3/411 WALL 5HEATHINCx 2 112" x ..131" RING EDGES - 4"
SHANK
ALL ROOF / WALL SHEATHING NAILED 411 O.C.
NOTES:
1. HAND NAILING MAY BE USED iN LIEU OF POWER DRIVEN FASTNERS
2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT,
ANCHOR SHEETS, ASPHALT SHINGLES OR TIN GAPS. STAPLES SHALL NOT
BE USED FOR THE ATTACI-1MENT OF ROOF SHEATHINGS TO ROOF FRAMING MEMBERS.
3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS
TO FRAMING BUCKS SHALL. 5E AS PER MANUFACTURERS 5PEC'S.
4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED.
G14 I GENERAL NOTES
2250
2150 \ TOP OF BEAM
33'-4"
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TOP OF BEAM
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EL. 33'-4"
L7011 101 Jim 11 loll I)
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TOP OF BEAM
EL. 33'-4" j"I
NOTE5 EL. 33'-4"
ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING 2250
ROOF FRAMING
AND LOWER RO F AT ENTRY
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11
DATE
H.O.A. 03-10-21
CD PROGRESS 6-02-21 C
PERMIT SET 07-02-21
11
Sheet No:
8.4 A
of --sheets