336 8TH ST - TRUSS LAYOUT claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Roof Floor
Top Chord Live Load 20.00 40.00 p.s.f.
Top Chord Dead Load 7.00 10.00 p.s.f.
Bottom Chord Live Load 0.00 o.00 p.s.f.
Bottom Chord Dead Load 10.00 5.00 p.s.f.
_ 15-06-00 17-04-00 CI TotaI Load 37 55 ps.f.
— r Duration Factor 1.25 1.00
— Y3
Building Code FSC 2010 RES
1-1 -04 K F01 Wind Standard ASCE 7-10
Wind Speed 130 m.p.h.
o n "
c:> 2 0 00 Wind Usage Res. GAT n
o
2-0 -00 Building Exposure C
� Building Type Closed
4 2-0 -00 N
F02(6) NOTE
2-0 -00 7t is the responsibility of the building designer or architect to
cD
- �:. •- .... :r. ,y_,. M_ , _ _ provide an appropriate connection for trusses to supporting
F14(10); 2-0 -00 structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing
:(and their connections)in truss space must be diagrammed
• - by the builder an approved truss layout prior to fabricator.
2-06-00
2 0 Manning Building Supplies is a truss manufacturer whose
w " - FG3_ responsibilities are limited to those described in WTCA 1-1995
-00 (sections 6.0 and 70).Accordingly,it disclaims any
responsibilities for the the construction design,.drawings,
- documents including the installation and bracing of trusses
2-0 00 ® 5-Op-00 manufactured by Manning Building Supplies.
Hatch Legend
2-0 -00 L - `L`-uBase Plate 20-0-5 Warning:
.L,
Conventional framing, erection and/or permanent bracing is
2-0 not the responsibility of the truss designer, plate
-12 Base Plate 20-1-0
_ `„ manufacturer, or truss manufacturer. Persons erecting trusses
F04 7 _ are cautioned to seek professional advice regarding erection
1-0 -04 t ) �Base Plate 18-7-0 bracing which is'always required to prevent toppling and -
00 - + dominorng dung erection;and permanent bracing which may
LL"ELLE be required in specific applications. See 'Bracing wood
"IL Base Plate 20-7-0 ,y
14A 4 trusses comments and recommendations (BCSI 1-03) for
O 1-1 -08 0 _LLL
_ � LL—Lfurther information. '
N LLLLLLL�Base Pate 9-1-2
LLLLLLL
p -p0 �L`L`LLL`L`L`LL
L 8 �L�� Trusses shall be installed in a straight and plumb position.
Where no sheathing is applied directly to the top and/or
bottom chords, they shall be braced as specified on the
2-0 -06
engineered design. Trusses shall be handled with reasonable
C3 F15A1 care during erection to prevent damage or personal injury.
o
00 1-1 -10 ---
rn
1-0 -04 F05(3)
2-0 -12
F12
F16 2-0 -00 0
F06CD
(2)
s '
F17 2-0 -00 us
F07
F18 THA422 2-0 -00 _
d 8-03-08 TH
J N TH rn 2-0 -00
�. LL
,Y 2-0 -00
F20 2-0 -00 � I SAI
THn42214
bou s V. Lucas, E. ate
F08(7)
rHnazz 2-0 -00 Submittal for:Lucas&Scott Engineering, Inc.
APPROVED
4-01
0
4-01-08 Twan F21(4)LL
2-0 -00 9
to
APPROVEDAS NOTED
N
® THnazz 2-0 -00 w NOTAPPROVED
1-1 -04
F09
Engineer of Record:
o F11 6
Douglas V. Lucas - FL PE #49489
, v
O
0 12627 San Jose Blvd #603,
Q Jacksonville Beach, FL 32223
I
SP1
.
II
q Manning Building
—--— –-- v
Supplies, INC.
11155 Philips Parkway Dr. E.
Jacksonville, FL 32256
12-08-00 22-02-00 Phone: 5
Fax: (904)260 2981
W W W.MBS-CORP.COM
JAXTRUSS@MBS-CORP.COM !
Customer.
Long
ob Name:
Randy Long Residence
ot/BIWSubdw --
36 8th St Atlantic Beach ,FL/
\PPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER"RIMBOARD 15432 N.T.S. Date:/2015 �WJP. J150205
j
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRIT RIA
Roof Floor
32-10-00 _._.___ ToChord Live Load 20.00 40.00 p.s.f.
- - Top Chord Dead Load 7.00 10,00 p.s.f.
Bottom Chord Live Load 0.00 0.00 p.s.f.
�� Bottom_ Chord Dead Load 10.00 5.00 p.s.f.
Total Load 37 55Cl) cli
ps.f.
- C11 U) cc C4
o 0 0 o a a a Q o o Duration Factor 1.25 1.00
--- -- ---- ----- --- — - -- - -- --"-- ---- - -- -
- - -- Building Code FBC 2010 RES
J01 J01 Wind Standard ASCE 7-10
Wind Speed 130 m.p.h.
J02' o IJ02 Wind Usage RES. CAT If
o Building Exposure c
)z
J05 Building Type Closed
5-00-00 o
B01 2-0 00 HT \ - ----. IJ03(3) o NOTE
- It is the responsibility of the building designer or architect to
B02 provide an appropriate connection for trusses to supporting
CD - i Hruzs .. structure per reactions shown on truss engineering. Special
o -.2-0 -0% considerations for mechanical equipment andlor plumbing
B03 J02 (and their connections)in truss space must be diagrammed
2-00-00 Hru26 \ - by the builder an approved truss layout prior to fabricaton.
N
604' Jul Manning Building Supplies is a truss manufacturer whose
HTU26 responsibilities are limited to those described in WTCA 1-1995
®
2-00-00 (sections 6.0 and 7.0).Accordingly, it disclaims any
responsibilities for the the construction design, drawings,
— ;i— N -- ---- documents including the installation and bracing of trusses
2-0 -00 to o �A manufactured by Manning Building Supplies.
"
Hatch Legend
B05(4) 2-00-00 lLLL
Warning:
Base Plate 20-0-5
Conventional framing, erection and/or permanent bracing is
2-00-00 ! not the responsibility of the truss designer, plate
Base Plate 20-1-0 manufacturer, or truss manufacturer. Persons erecting trusses
are cautioned to seek professional advice regarding erection
2»0 -00 Base Plat@ 18-7-0 bracing which isalways required to prevent toppling and
® ■ rt ' dominoing during erection; and.permanent bracing which may
�������� be required in specific.applications. See "Bracing wood
B06(2) 1-10-00 ob �����-� t Base Plate 20-7-0 trusses commentary and recommendations(BCSI 1-03) for
0
0
"""��=� further information. .
v ' ❑ 2-00-00 12=00.08 N Base Plate 9-1-2 Trusses shall be installed in a straight and plumb position.
o k Where no sheathing is applied directly to the top and/or
°o bottom.chords, they shall be braced as specified on the
B07(2) 2-00-00 q5 engineered design. Trusses shall be handled with reasonable
care during erection to prevent damage or personal injury.
2-00-00
I'
- 608(2) 2-00-00
- fi -K-
71
B09 2-00-00
J17
LSSU210
B10
� 2-02-04 J1
L U21
B11
1-09-12 J19
HTU26
l
o B12 1-0 -00
CA I.
813 2-03-00
N
,m B14
2-00-00 ?LF 2l01�
co Dauglas V, Lucas, P.E. Da e
615
2-00-06',\ / 9 Submittal for:Lucas&Scott Engineering, 1
8116 2-0 -00 \ ! - _APPROVED
y APPROVED AS NOTED
B17 2-0 -00 NOTAPPROVED
618® 2-00-00/
2-00-00
Bed
2-00
- Engineer of Record:
J11(3) ■ < Douglas V. Lucas - FL PE #49489
0 5-08-08 //' 2-00-00 B2 12627 San Jose Blvd #603,
`O10 g2 Jacksonville Beach, FL 32223
ftii - --E-
09 J1 (2) o
o Manning Building
08 J08 Supplies, INC.
XI, _ --- -- -- ------ ---- - - - ---------- --- ----- --- --- --- -- -. 11155 Philips Parkway Dr. E.
-- ---- ---- --- --- --- -.- -- - o0 Jacksonville, FL 32256
j� o o 00 0 o N m 0 o A
-- ---� - -u_.__-u--- v ---- --------- - --S
—e+�--- - ea----"---- --`y Phone: (904)268-8225
Fax:F
260-2981 11 S1
o U U 3-00-00 VWVW.MBS)CORP.COM
4 15-06-00 19-04-00 JAXTRUSS@MBS-CORP.COM
Customer.
.A Long
Job Name:
Randy Long Residence
Lof%Blklsubdiv
36 8th St Atlantic Beach ,FL
Cale: ate: Drawn By Ilumbar. --j
FLORIDA PRODUCT APPROVAL CODES: MITEK"PLATES 15838....BLUELINX ON-CENTER-LVL 16354 ...BLUELINX ON-CENTER BLI-JOIST 73432.... BLUELINX ON-CENTER RIMBOARD 16432 N.T.S. /8/2015 JP 150205