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Truss Load Alert Box
'Truss I.D.
Gravity (> 5,000#) / Uplift (> -
Horizontal (> 350#)
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NOTE: ALL TRUSS TO LEDGER
CONNECTIONS ARE BY BUILDER
HATCH LEGEND
j = 333" WALL HEIGHT
= 353" WALL HEIGHT
= DBL. 2X8 LEDGER, TOP @ 33'10-1/2
=12" COFFER CEILING
12
2' OR 5 —
6 TOP
CHORDS
HEEL GT. 2X6 VERT.
71/16" o
2X6 BTM.,,CHORDS
61�2 Zi'•.
1' 91/2"
CV ` CANT
TYPICAL END DETAIL
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* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO m
m
LEDGER CONNECTIONS BY BUILDER 9 o
00#) (UNLESS NOTED OTHERWISE) €
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
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* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 'Co: e M o e
TRUSS I.D. AND TRUSS LOCATION ONLY. m o p
e E c m c v z m
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E _ ' % _ _ "
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
aM=o`^5a- FOR GRAVITY AND UPLIFT LOADS..
FOR BRACING & ERECTION DETAILS REFER
" - m E _
TO BCSI-03 AND/OR ENGINEER OF RECORD = 9 p
. ----------
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TV 11
e a v w M 3� v rn
e w m a m
m ai
REPRESENTS THE LEFT SIDE OF a w e E
EACH TRUSS DRAWING • e ¢ 3
= s ® m v.y
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�B JUS26 CJ,> MSH422 (R,i - - -
O THD26 (K ; MUS26 CS ` - - - = `• 'N a e
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V THD28 C> - ' T ; - - - e E E
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THD26 2 M j - U = m E _,
m
THD28-2
OEl m
G`- JUS46 �Pi C� V
E= m e •� p .o c
m
HBB', HANGER BY BUILDER BBO BEAM BY BUILDER m = m m =
(
o m m * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON o 3
TRUSSES. BEARING ON ANOTHER TRUSS TO BE LSTA12 s 1
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE � •- •� a9 9 a
.(EXCLUDES VALLEY AND PIGGYBACK TRUSSES) •E o 0 9 a� N o 0
p^ c a lv e IS c— 3
LOADING ROOF FLOOR WIND LOAD m E d E e
m o
® LIVE LOAD 30 ASCE 7-10 M E
0 0 m s E m
t m v .� _= r• m z
'- U DEAD LOAD 15 180 MPH EXP D V _ 2 0 9 m
c 'n p = n
v c E m v
}, F 0 LIVE LOAD 10* - CATEGORY
v O O o v m
_ _ p a
m c=i DEAD LOAD 10 ENCLOSED = o 9 0
C m M a= E
TOTAL LOAD 55 FBC-2014 p E
O° E
Z DURATION FACTOR 1.25 TPI - 2007
v avi -e o o m e
•e = L
REV DATE BY ! REMARKS E = a =
0 3
1 8/25/2017 LA CHANGED BOTTOM CHORDS TO 2X6. o s m
2 12/06/20171 LA ADDED REAR EYE -BROW ROOF PER LAYOUT m
APPROVAL.
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m wv m -
m •a =y
.55 IS
•r u=i - _ r 6 C _
N
It is understood that above 0 p _ = o
Conditions have been reviewed APPROVED = g a e
e,
& are acceptable for the p _ d E -
m c a' `a o �+ iv
fabrication at trusses, C APPROVED AS NOTED T;@ _ n N
p _
elevations, pitches, overhangs, w 9 o e y a m
C REVISE AND RESUBMIT
fascias,ceiling -9 9 e :„ o
elevations/pitches, bearing m = d
conditions & all detail pertaining REJECTED
to this truss placement plan. No e 0 0 3 =
e _ m
back charges will be accepted
DATE
without previous written =
approval from an A-1 Roof e = _
s =
p y
Trusses representative. REVIEWED BY a = a E
E m N`
a
PLAN DATE ARCH: 06/21/17 STRUCT: 06/21/17 e e E
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= p e m
s+ s v o n o •e �.
CUSTOMER COASTAL CONSTRUCTION & DESIGN e a 9 g ti
El
JOB
JOB NAME SIMMERMACHER RESIDENCE s
m
m
.Z � m = m E e �
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p =
OPTION(S)
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COMMNTY _ = _ r
7912 S. OCEAN DR. a = .a 3 e
LOT #
e E v tg c N H
-- -a mm. W + p m
CITY JENSEN BEACH 2 e p
COUNTY ST. LUCIE
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BLDG _ BLDG _
TYPE # e ¢ow m
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JOB # 68981 MASTER -
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- DRAWN SCALE m e = a
Digitally signed by Anthony .i-• d d d o
y� T. Tombo, III - DATE JULY 18, 2017 ---- - ---�-
o 1 1 y DN: c--US, st=Flodda,.l=Fort LVA N.T.S. I ~
�B°+A Pierce,o=Whole House_----, >�
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* FASQt,�o' 408 n - a `_
HIP LINE 283 a � a o � o IS
- E . --- A FLORIDA CORPORATION
VALLEY LINE 129 R H E _
•. SHEETING AREA UNDER VALLEY TRUSSES AND Ph' 772-409-1x010 / Fax 772-409-1015 = m o � 30
WASTE. MATERIAL NOT INCWDED http.lwww.altruss.com
•' BLOR TO VERIFY CALNLATIONS !"