1735 MARITIME OAK DR RES19-0044 DWGS1error or
earn Sche u a
Seam pan e t
Plies
BM1
8' 91/4"
2
BM2
8' 91/4"
2
—B -M-3
22' 18"
3
n 5 days of receipt of goods and p
Hanger Schedule
HHUS48 16
HTU26 43
THA422 4
18' 8" I 15'
LOADING CRITERIA
Type Roof Floor
Top Chord Live Load 20 1 40
O
.a.P vuv.vvcau wou r lU
Bottom Chord Live Load 0 0
T
Bottom Chord Dead Load 10 5
Total Load 37 55
Duration Factor 1.25 1.00
Building Code FBC 2017 RES
C
Wind Standard ASCE 7-10
i Wmd Speed 130 MPH
Wind Usage RES. CAT II
Building Exposure B
`
LLC01
®
Wall Height Legend
I
Hru26'
" F02
T�ff T_flt = 9' 1-1/8"
HTU26
0000000000❑ rf
00000000000 =NIA
❑000000000a
w 7 = N/A"
�..
O • HHU610
AMov"df —hor by bulbde 2"
I Imam bP and botbm ehordv.
aW.r."A vnhanpa.
12
0lir
,F03
D°
SRO. ,4
SRO.
YC RT
. —21
fh.yn6..
Typical Truss
Ends
HT121
H U2
HHU— f
1`03
13'9 1/2'
WU"IB
'HTU26
ro
NTU3B �i
Typical Truss
enm
sRo.
SHOP DRAWING REVIEW DISPOSITfON
Floyd S. Simpson - Fl- PE#
FG01
HHU010
11481 Old St Augustine Rd #202
Jacksonville, Fl- 32258
s a cuss cement an n
HTU20j
F04
� THh422 THA4Z2 HFA16d0
Fo6
HTU26
Please refer to the BCSI - Summary Sheets
for proper bracing of trusses during erection
ATTENTION Review of shop drawings is only for conformance with
the design concept of the
{ "
H u26ii'
"' HHUBIB HHusefi HHUBOB
Jacksonville, FL 32256
ri, ns
Phone:(904)268.8225
Fax: (904)260.2981
project and does not relieve the contractor
of responsibility for any deviation from the requirements
HTU20
FG01
3„
HWJ&iB
HN2fi
Project: Runquist Residence
jiiLot/Sub:
Berachleountry-
of the shop
drawings. Contractor shall determine and verify all field measurements,
City,State: Atlantic BeachFL
1it
Scale: 1/4" = V I Date: 12/17/2018
�y
hhh
-
HTU26�I
03
1 9 HH084B
13
F07 HTU26
N
APPROVED 0 RETURNED FOR CORRECTION
„�
0^
wuli
H V28
❑ APPROVED AS NOTED ❑RETURNED WITHOUT ACTION
HTU26
1r rr
HTU26
❑ NOT APPROVED ❑ SEE TRANSMIT ALL ITER
NT—
i_ LL
,� I;HTUffi
M-
COMMENIS
HTU26N
,x�HT"26
0
ByDATEHULSBERG
4L/
ENGINEERING, INC. FL CE
x
11481 ST. AUGUSTINE R0.0 202
JACKSONVILLE, FL 32258
HTUZB
SHIFT CAN LIGHTS THAT INTERFERE WITH BMS
HTU2B
I
U122 5
c
65
SF09AV
:m
J2
7'4'
2'8 116" o
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b
O RAFTER
TAILS
ELEVATIONS
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r
HTU26
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N
HHU640
,
N10
m
HHUbda
C2 Zt
in M m. 1'
-
17'0"
10'6"
14' 2"
r
10
24' 0"
FLORIDA PRODUCTAPPROVAL CODES: MITEK
_ _ _
PLATES. 2197...... WEYERHAEUSER
—_ ERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER
EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527
LOADING CRITERIA
Type Roof Floor
Top Chord Live Load 20 1 40
O
.a.P vuv.vvcau wou r lU
Bottom Chord Live Load 0 0
T
Bottom Chord Dead Load 10 5
Total Load 37 55
Duration Factor 1.25 1.00
Building Code FBC 2017 RES
C
Wind Standard ASCE 7-10
i Wmd Speed 130 MPH
Wind Usage RES. CAT II
Building Exposure B
`
Building Type Closed
®
Wall Height Legend
10' 1-1/8"
T�ff T_flt = 9' 1-1/8"
= N/A"
0000000000❑ rf
00000000000 =NIA
❑000000000a
w 7 = N/A"
= N/A"
AMov"df —hor by bulbde 2"
I Imam bP and botbm ehordv.
aW.r."A vnhanpa.
12
0lir
D°
SRO. ,4
SRO.
YC RT
fh.yn6..
Typical Truss
Ends
Api--d fruit I. by build-
RLOOR 7RUfa
3''frl2�'Ribbon
Ir T
Typical Truss
enm
sRo.
Engineer of Record:
Floyd S. Simpson - Fl- PE#
50791
11481 Old St Augustine Rd #202
Jacksonville, Fl- 32258
s a cuss cement an n
Trusses have been designed based on the
drawings provided to MBS by the Builder.
Please refer to the truss engineering for any
information not listed on this page
Please refer to the BCSI - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
ri, ns
Phone:(904)268.8225
Fax: (904)260.2981
WWW.MBS-CORP.COM
JAXTRUSS@MBS-COR PCOM
Job# J 580954
Customer: Riverside Homes
Project: Runquist Residence
jiiLot/Sub:
Berachleountry-
Address 1735 Maritime Oak Dr
City,State: Atlantic BeachFL
Scale: 1/4" = V I Date: 12/17/2018
0
error or
18' 8"
n 5 clays of rete
CODES: MITEIC PLATES 2197...... WEYERHAEUSER -
a -
earn c 1e u e
Beam I Span
I Depthles
O
BM4 I VA
91/4"
1 2-
an er c 1e u e
an er
HGUS26-2 1
HGUS28-3 1
HTU26 25
SHOP DRAWING REVIEW DISPOSITION
ATTENTION- Review of shop drawings is only for conformance with
the design concept of the project and does not relieve the contractor
of responsibility for any deviation from the requirements of the shop
gd %'11dr vurgs Contractor shall determine and verify all field measurements.
APPROVED 0 RETURNED FOR CORRECTION
❑ APPROVED AS NOTED 0 RETURNED WITHOUT ACTION
❑ NOT APPROVED 0 SEE TRANS ITT LETTER
COMMEVRT.
�J
By DATE
HULSBERG ENGINEERING, INC. FL C
1148' ST. AUGUSTINE RD. ;t 202
JACKSONVILLE, FL 32256
J2S�
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J2 a w
12�1 w v 5
LOADING CRITERIA
0
Engineer of Record:
Floyd S. Simpson - FL PE#
50791
11481 Old St Augustine Rd #202
Jacksonville, FL 32258
This is a Tniss Placemefit n n
Trusses have been designed based on the
drawings provided to MBS by the Builder.
'lease refer to the truss engineering for any
information not listed on this page
'lease refer to the BCSI Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32.256
Phone: (904)268-B225
Fax: (904)260.2981
VVWW.MBS-CORP.COM
re IS JAXTR USS@M BS -COR P.CO M
Job# J180954
Customer: I Riverside Homes
ddress 1735 Maritime Oak
.y,State: Atlantic BeachFl-
Scale: 1/4" = 1' Date: 12/17)
Bottom Chord Dead Load
10
O
Total Load
37
Duration Factor
1.25
'T'
Building Code
FBC 2017
..n
Wind Standard
ASCE 7 -
Wind Speed
130--M P
Wnd Usage
RES. CA'
Building Exposure
B
M
Building Type
I Closed
C—)
Wait Height
Legend
= N/A„
L ��--
= 201911
00000000000
00DO0000DO❑
❑0000000000
= N/A"
1p C7 p v 7
= N/Ar'
L-17�—K.n
Tn
= N/A„
Approved truss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
12
7
91W
��. rtn as
�. othenxlse.
5-112"
BRG
122
Engineer of Record:
Floyd S. Simpson - FL PE#
50791
11481 Old St Augustine Rd #202
Jacksonville, FL 32258
This is a Tniss Placemefit n n
Trusses have been designed based on the
drawings provided to MBS by the Builder.
'lease refer to the truss engineering for any
information not listed on this page
'lease refer to the BCSI Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32.256
Phone: (904)268-B225
Fax: (904)260.2981
VVWW.MBS-CORP.COM
re IS JAXTR USS@M BS -COR P.CO M
Job# J180954
Customer: I Riverside Homes
ddress 1735 Maritime Oak
.y,State: Atlantic BeachFl-
Scale: 1/4" = 1' Date: 12/17)
All claims for error or defective material must be made within 5 da' s of receipt f -
y p o goods and prior to installation. Otherwise, said claim will be denied.
N
r
0
if)
181 811 i. 151611
N
LO
tV
0
M
Beam Schedu e
Beam
Span
Depth
Pies
BM4
8'
91/441
2
Hanger c edu e
Hanger
Qty
HGUS26-2
1
HGUS28-3
1
HTU26
25
24' 0"
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360 ......
WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Type
Roof
Floor
Top Chord Live Load
20
40
Top Chord Dead Load
7
10
Bottom Chord Live Load
0
0
Bottom Chord Dead Load
10
5
Total Load
37
55
Duration Factor
1.25
1.00
Building Code
FBC 2017 RES
Wind Standard
ASCE 7-10
Wind Speed
130 MPH
Wind usage
RES. CAT II
Building Exposure
B
Building Type
Closed
Wall
Height
Legend
0'
X02-
70000,
ONE
1=1104
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360 ......
WEYERHAEUSER RIMBOARD 6527.5
LOADING CRITERIA
Type
Roof
Floor
Top Chord Live Load
20
40
Top Chord Dead Load
7
10
Bottom Chord Live Load
0
0
Bottom Chord Dead Load
10
5
Total Load
37
55
Duration Factor
1.25
1.00
Building Code
FBC 2017 RES
Wind Standard
ASCE 7-10
Wind Speed
130 MPH
Wind usage
RES. CAT II
Building Exposure
B
Building Type
Closed
Wall
Height
Legend
N/A"
= N/A"
= 2 0, 911
0 0E03 0 0 0 0 0 0 0 0
00000000000 = N/A
0 0 0 ❑ DD
V V-Voo =N/All
= N/A"
Approved truss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
12
9 1/2"
3 ��2 rt
Unless noted
otherwise.
5-1/2"
BRG.
Typical Truss Ends
OFFICE COPY
12
Engineer of Record:
Floyd S. Simpson - FL PE#
50791
11481 Old St Augustine Rd #202
Jacksonville, FL 32258
This is a Truss Placement Plan Only
Trusses have been designed based on the
drawings provided to MBS by the Builder.
lease refer to the truss engineering for any
information not listed on this page
Please refer to the BCS1 - Summary Sheets
for proper bracing of trusses during erection
Manning Building
Supplies, Inc.
11155 Philips Parkway Dr E
Jacksonville, FL 32256
Phone: (904)268-8225
Fax: (904)260-2981
WWW.MBS-CORP.COM
JAXTRUSS@MBS-CORP. COM
Job# J180954
Customer: Riverside Homes
Project: Runquist Residence
Lot/Sub: Ch ib
Address 1735 Maritime Oak Dr
City,State: Atlantic Beach,FL
Scale: 1/4" = 1' Date: 12/17/2018
Designer: Ashley Casey