05-795-0058'X12' MIN. TYP. GONG. TIE BM. W/ (4) 05 m 1
(2)'S BENT 30' E.A. WAY 2 CORNER (34) 33
5TIRRUPS m 12' O.C. 10 CORNERS. '3
STIRRUPS to 48' O.C. REMAINING.
---- 1------------- I---- T---- f - - - -I- - T--- -� - - -- J
1 I
2X4 LATERAL BRACING ON TRU55 BOT. CHORD
�. I W /(2) 16d AND SPACED 8' O.G. MAX (TYP.)
TYP. GTA PRE-FIRICA. ED WJOD I —i
1 i HW ` TRU55E5 P= 2331'
U= 2244'
TYP. S7-' i �
/_ OF I I It rN It 1 I
( TYP.)
T� ice_ —_ 7 i _I I.�.— J
t 1 I
I— - - -- - -- — ------ -
� 11 ► i I I
2X4 LATERAL SRACINk1 I i r I PRE - FABRICS TED WT 1
ON TRU55 BOT.;CHORD I r'll TRJ55E5 4 24' O.G -; -'__
W /l2) 16d AND -PACE'_'
S' O.C. MAX (Tlff P .) i ` — f _ . — • I - - - - -13 -` �� -- --
--- ----
I
`7 r�
TYP. GT.. 1 1 v�(
1 I
�� � 1 1 I -�- G!EDE'c 'BUSS = NGL-+CR 'GT ^ '
1 1 i f n -- �• -^ �^,.� 1 I 2X4 LATER -^ L BR =.CING ON TRU55 E ^CT. C�IORD
I I�IPR. F rdCATED 'w'OO P�E-F..��i =D L.. D 1 1 I -PAC =r O.C. HW I W /(2) 1od AND _✓ 8' OC MAX (TYP.)
TRU= a a 24 O.0
I _
Ti ��- - {- - -� ,,- - EXISTING ROOF AREA TO REMAIN.
I I I\ 1 IIK-'+1- EDGE OF WALL
L.
P =1430'
I i I I I 1 1 1 i u= 1314'
(U USP DTG ANCHOR (TYP.)
TYP. G -TA 1 1
JL
M
L------------------------------------------------------------------------------------------------------------ - - - --,
1 1 I ut� I (GIRDER TRU =S I I t 1 1
VALLEY TRU55e5
SEE DETAIL 'ARE- FABRICATED WOOD I I t '- ----------------- ------ --- ------- -- ------ -- - - -- -- '
1 Jl I TRU55 e 24' O.0 -- 1 ------------------------------- --- -- -- ------- ---- --- - -- -�
n — ��� . _ . — . — . — . —I. �- 1---------------------------------------------------------------------------------------------------- - - - - -�
I
1
1 1 i•'� I I_ /�_ _\ I �_ I I i 1 TYP. GTA
PR FABRICATED
1- - - - - -� 1 ( 1
USSES ID 24' 0.t.�_�
1 '
I 1 I
i i l GIRDER TRUS5 I IUtI i i t i
P: 1182' I t 1
U= 1183' i I HIP
11JU5PDTG 1 �1__Irl�•IJ� 1
ANCHOR (TYP.) 1 I `--j -- - -, - - -- - -- -- - -- -- - - -- - --- L4 1 1 I 1
FXI3TING
1 I �� PRE- FABRICCAT_D WOOS � I t j —i j l ;
T 55E� m 24' IO.C. ' I � �� ; ROOF ! O iPlVltill�l
USPRT20RAFTER TIE
gEA.
TRU55 TO EXI5T. TIE BEAM i A.
1
W /(4) 2 �d' X a'- TAPGON5 1t
I 1 1 t
I . 1 1 1 1 I 1 ♦ 1 t D
t 1 I t 1 1 1lL_ t t 1
1 1
1
r'=--- ----- - - - - -- TB— I---------- - - - - -J t 1 I t 1
I I t I t t l 1
1 1 1 I
1 1 1 1
1 1 1 1
1 t l t 1 I t 1
i t j l 11 1
1 1 1 I
1 t l t l I I I
1 I I I I I I 1
1 1 I 1
I 1 1 I
I I I 1 1 1 1 I
1 1 I 1
1 1 I 1
1 I I 1 1 1 1 1
I I I 1 1 1 1 1
I I I 1 1 11 I
I 1 1 I "
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I 1 1 1 1
----- - - - - --
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1 I t I I 1
1 1 1 1 1
I 1 1 1 1 I
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4 VALLEY TRU55E5 DETAIL
A2•IA SCALE: 3/4' = 1' -0"
5 WOOD TRUSS BRAGINCs DETAIL
A2.IA N.T,S
BLOCKING BETWEEN TRU55E5 9
GE TOE NAIL W /(4) 10d TO TRU55
P.)
TOP CHORD CONTINUOUS LATERAL
ACING tD V-0' O.S. MAX. W/ (2) 1(od
TRU55 TOP CHORD
BOTTOM CHORD CONTINUOUS
ERAL BRACING ip 8' -0' O.G. MAX.
2) 16d TO TRU55 50T. CHORD.
STRAP
�d NAILS (TYP).
:5 9 2' -0' O.C.
?ADE PLYWOOD 5HEATHING
TO EXIST. MAIN TRU55
:D TO TRUSS OR
55E5 AT VALLEY
•eta.,., ,»•>"'��..:;� � ,
a
ks td
SECITION
FROOF LOADS
LIVE LOAD
30 PSF
DEAD LOAD:
CGMMON N ' ILS NX'1a=_R O= 5F ^�CINS- NOTE:
ROOFING
10 PSF
TRU55 1 DECK
10 PSF
CEILING
5 PSF
TOTAL LOAD=
55 P5F
ASCE 1 -98
2
UPLIFT (ZONE U
= 394 {( -L!5J - 00)1 = 52.4 PSF
LES5 MN D =AD
LOAD - 10.0 PSF
NET UPLI =T <_ONE U z 424 PSF
UPLIFT (ZONE 2) = 3'14 {( -23) - (.18),` = 91.1 P5=
LESS MIN DEAD LOAD = 10.0 PSF
NET UPLI- rT.(ZONE 2) = 811 P5F
CONN' E CT ION
WOOD TRUSSES STANDARD CONDITIONS:
LUMBER 5PECIFIGATION5:
(1) TRU55E5 SHALL BE FABRICATED OF SOUTHERN YELLOW PINE, DOUGLAS FIR, HEM FIR OR FIR LARCH APPLYING THE STRESS
RATINGS L15TED IN 'DESIGN VALUES FOR WOOD CON5TRUCTION' BY NATIONAL FOREST PRODUCTS ASSOCIATION, TRlJ55E5 AS
FABRICATED SHALL CONFORM TO GRADE AS SPECIFIED ON ENGINEERING DESIGN FOR APPLICABLE SPAN.
A MINIMUM RATING OF 1000 P51 fb BEFORE ANY INCREASE SHALL BE REQUIRED FOR TOP AND BOTTOM CHORDS' WEB
MEMBERS MAY BE No. 3 SOUTHERN YELLOW PINE, STUD GRADE OR BETTER AS REQUIRED BY THE ENGINEERING.
(2) MINIMUM PERCENTAGE OF TRU55E5 WHICH ARE TO HAVE GRADE MARKS ON THEIR CHORD MEMBERS 5HALL BE:
FOR TRU55E5 SPANNING 10 FEET OR LESS ------------------- 33%
FOR TRU55E5 SPANNING OVER 10 FEET TO 20 FEET . .... ..... 50%
FOR TRUSSES SPANNING OVER 20 FEET._ ..... __ ...... - .. ..... . .....
15'0
A CHORD MEMBER IS DEFINED AS THE ENTIRE TOP OR BOTTOM TRU55 MEMBER W IIC�t MAY CONSI5T GF SHORTER SPLICED
PIECES.
WEB MEM5ER5 OF ALL TRUSSES:
ONE WEB MEMBER MARKED ON EACH TRUSS.
EACH TRU55 5H4LL BEAR THE FABRICATORS STAMP ON A WEB MEMBER AND 50% ARE TO BE CL.ARLY VISIBLE FOR TI-; =-
N'5 =CT R TO R_- ON_ Y 5'JRE CF THE
JOIST TO SILL OR GIRDER, TOE NAIL -
BRIDGING TO JOI5T, TOE NAIL.
I'X6' 5L,15-FLOOR OR LESS TO EACH JOIST, FACE NAIL -
OVER I'X6' SUB -FLOOR TO EACH J0I5T, FACE N4IL -
2' 51.15•FLOOR TO J015T OR GIRDER, BLIND AND FACE NAIL -
SOLE PLATE TO J015T OR BLOCKING, FACE NAIL -
TOP OR SOLE PLATE TO STUD, END NAILED -
STUD TO SOLE PLATE, TOE NAIL
DOUBLE STUDS, FACE NAIL
DOU5LED TOP PLATES, FACE NAIL -
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL- .
CONTINUOUS HEADER TWO PIECE5-
CEILING JOISTS TO PLATE, TOE NAIL-
CONTINUOUS HEADER TO STUD, TOE NAIL -
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL -
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
RAFTER TO PLATE, TOE NAIL
I'X6' 514EATHIIN3 OR LESS, TO EACH BEARING, FACE NAIL -
OVER I'X6' 5HEATHING, TO EACH BEARING, FACE NAIL -
BUILT-UP CORNER STUDS, FACE NAIL -
BUILT-UP GIRDERS AND BEAMS
2 INCH PLANKS
- SCALED-TO FIT
_F'rRMI ^_SET - REULSION5
N l IL CONN =C 7 10NO
-0 C 1J00D ~ _R5
CGMMON N ' ILS NX'1a=_R O= 5F ^�CINS- NOTE:
16d
2 IN SPACING SPECIFICATIONS,
Sd
2 EACH END O.C. MEANS 'ON- CENTER'
%x'flK1tb+ f
II �'
-ad
3 • I FOR EACH SIZE INCREASE
-16d
2
- 16d
16' O.C.
- Lod
2
ad
3 OR 2 16d
16d
24' O.G.
trod
16' O.G.
• 16d -
- 2
(014- ift'71 -iL Straf, - 14 E ul—t, and Poltom Plate -20 gauge,
I6' O.C. ALONG EACH EDGE
- Irod
2
- 16d
3
- 16d -
3
16d -
3
16d
3
ad
2
8d -
3 � I FOR EACH SIZE INCREASE
Vod -
30' O.G.
20d-
32' OC. AT TOP AND BOTTOM AND 5TAGGERED.2 AT ENDS AND AT EACH SPLICE
- 1(od -
2 EACH BEARING
II II I�I II II II II II II
() II II II II II II II II
1 II II II II II II I
II II II II II II II II II
II II II II II II II
II II II II II II II II II
II II II II II II II II II
II II II II II II II II II
II II II II II II II II II
II II II II II II II II II
2 PLYWOOD LAYOUT 4 FRAMING
A2,IA SCALE: 112' = P -0`
6 TYP. GIRDER TRUSS ANCHOR
A2.IA N.T.S
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3' EXTERIOR GRADE PLYWOOD
ad NAILS im 6' O.G. ALONG EDGES (TYP).
8d NAILS fl 6' O.C. AT INTERMEDIATE
SUPPORTS (TYP).
4' -0' X 8' -O' EXTERIOR PLYWOOD
5HEATHING STAGGERED 4' -0' AS SHOWN
(TYP).
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z
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6 TYP. GIRDER TRUSS ANCHOR
A2.IA N.T.S
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3' EXTERIOR GRADE PLYWOOD
ad NAILS im 6' O.G. ALONG EDGES (TYP).
8d NAILS fl 6' O.C. AT INTERMEDIATE
SUPPORTS (TYP).
4' -0' X 8' -O' EXTERIOR PLYWOOD
5HEATHING STAGGERED 4' -0' AS SHOWN
(TYP).
TYP. TRUSS ANCHOR
A2.IA N.T,S
5
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Cat %;C[:i:' ::"?
E't ;t;Y� >l.`�aKil?c r �S�Ci�..Iz£?{ �CD rrti`.i •'f»`• �
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K'2) ,A{Irvtn,;lt- L C';1 ft^r U li'f;, L". 'flx [.2 :sflrsfl not be c:clmbInred,.
z
'elf~ e$3vm: , -1. 'o --ha!l 4- 'IIJ{;e' #"Ti to Load t'1 one ctlrecitan only.
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(014- ift'71 -iL Straf, - 14 E ul—t, and Poltom Plate -20 gauge,
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A2.IA N.T,S
5
3 TYP. RAFTER TIE (USP)
A2.IA N.T.S
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GENERAL NOTE:
TO THE BEST OF MY KNOWLEDGE
THESE PLANS COMPLY WITH THE
MINIMUM STANDARDS OF THE FLORIDA
BUILDING CODE 2001 EDITION
DATE
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3 TYP. RAFTER TIE (USP)
A2.IA N.T.S
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GENERAL NOTE:
TO THE BEST OF MY KNOWLEDGE
THESE PLANS COMPLY WITH THE
MINIMUM STANDARDS OF THE FLORIDA
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DATE
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DATE
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J05 NO.
TD 503 -02
5µEET
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