1776 MARITIME OAK DR - TRUSS LAYOUT -- -- - ---------T---—
All claims for error or defective mat rial must be made within 5 days of receipt of goods anc3 prior to installation. Otherwise, said claim will be denied. ; _ LoAo�N�_cRITER�A -- -------
_
Products Roof Floor
PlotlD Length Product Plies Net Qty Top Chord Live Load 20 40 p.s.f.!!
1 st Floor BM1 24-00-00 onCENTER®LVL 2.0E 1 3/4"x 20" 3 3 Top Chord Dead Load 7 101 p.s.fl
BM2 22-00-00 onCENTERO LVL 2.0E 1 3/4"x 20" 3 3 Bottom Chord Live Load I0 0 p.s.f.
BM3 12-00-00 onCENTERO LVL 2.0E 1 3/4"x 20" 2 2 _
Bottom Chord Dead Load o
10 L P•sf
BM4 10-00-00 onCENTER®LVL 2.0E 1 3/4"x 20" 2 2 r
8-00-00 31-11-00 _ 6-00-00 --- iTotal Load 37�i 55 p.s.f.
17-09-00 16-02-00 Duration Factors 1.00
n.
y f' - - - o O� Wind Standard ASCE 7-10
( z r t n s _z
Wind Speed 130 m. .h.
p F27 3
t x e 0 1 x f J1 y o P
z
� � I
02 ��,. y y 0 2-0 00 �01 9 RES.CAT II
Wind Usage a e
0 0 0 o x Building Exposure C
x to • 2-0.-00 0 0 0 0 ,,
01 2-0 -00 o F31 q o q ��02 Building Type Closed
U2 • ~ •
r
2-0 °° r N
O
2-00-00 403
2-0 -00
�.:..: �,,.. It is the responsibility
03 -"-"' `" /� � ��•�� I o provide an P ty of the building NOTE designer or architect to
2-00-00 BM4
5-00-00
r '
appropriate
connectiontrusses
2-0 -00
e ...w:., 6 4 0
'o I structure pe eaions shown on tr sengineenngSpec supporting I
.,, .
° m a - considerations for mechanical equipment and/or plumbing
�4 Hruze IP 9(and
2-00-00 20-11-08 $ 2 their connections)in truss space must be diagrammed by the
04
„ „Tuts 2-0 -00 builder an approved truss layout prior to fabricator.
i
45
h-
N
2-00-00 o Manning Building Supplies i
N :LL N o 9 9 pP s a truss manufacturer whose
o HTuzs u o 2 0 -00 responsibilities are limited to those described in W]CA i-199,5
"` "'�` "'""' "" '°"'�y (sections 6.0 and 7.0 Accordingly,it disclaims an
�6 2-0 -00 NEEDS 7 1/4"BRG. o �J03 responsibilities for the the construction design,drawings,
HTuzs 2-0 00
q I documents including the installation and bracing of trusses
�7 9
2-0 -00 • t, 402 manufactured by Manning Building Supplies.
m -
„Tuts 2 0 00 ,�
I
...........
OS 2-00-00 FB-M72 HGU550SDSH-2oHO1(i}) a ( r '01 Walnln I
HTuzs - e'• s g•
w. .,..<w
Conventional framing,erection acrd/ur permanent bracing is not j
� 1-1 -04
2-0 -00 „Haze the responsibility of the truss designer,plate manufacturer or
o N �- O� truss manufacturer.Persons e,ectin r ti
�D04($} � t+o �o arcs 9 trusses are cautioned to i
2-00-00 o f I I "� ° seek professional advice regarding erection bracing which;s
2-00-00 THAa2s m o r 1 I I ? o ---------- always required to revert toppling and dominoin. during
HTu26 t j I 1 f+ H. T M o
Y q P pp 9 4 g
CO .i .. ..,,u. ,.,
11 s ,
�, }� ��...�=ws � i I erection;and permanent bracing which may be required in
2-00-00 0 <' * } o o ALL EXTERIOR WALLS specific applications,See"Bracing wood trusses commentary
02O 2-0 -00 THAazs t` d s I I I i+ W P PP Y
„Tuts 1 I I HT s r` n and recommendations(BCSI 1-03 for further information.
a
' Fol } 2-0-oo . < a a _ _ :� � � � n °wFl � HAVE BEEN HELD IN 1/2
2-0 -oo • HA 426 _ _ _ _ _ F ►► t I I FROM DIMENSIONSHOWNTrusses shall be installed in a straight and plumb position.
.� HA
„Tuts F Where no sheathing is applizd directly to the top and/or bottom
2-0 -00 F26 I I ( \ a IF J04 chords,they shall be braced as specifieJ on the engineer;:d
ON PLANS TO ACCOUNT
2-0 -00 THA4zs \\ I. „Tuts design.Trusses shall be handled with reasonable care during
"Tum I \\` erection to prevent damage or personal injury.
_ _ _ ' FOR WALL SHEATHING.
-- _-
THA4zs IL K\ ! ---- 2 4
u2s ---- --- Approved truss anchor by builder. x
O t f r - minimum top and bottom chords.
q
B 1 Vit,f \�\ E0 ALL FLOOR TRUSS HAVE j 12
N �, LL N ,� t,Y _\`v X04 BEEN HELD IN 3�/4" AT TWO i Square cut overhapgs. —'/ /
4a7 j
• LL • 2 ) �, STORY WALLS FOR CDX - -
LL LL a 314 — --
o \ / 6-00=00 --RIM BOARD _ ____ � i 5_,t2.. i�%I
- — - -- t- _
_ 12
�, BRG.
q Cl) • '�`' 4 '�`' Y �' R �' ALL OVERHANGS BY OTHERS 20 BY OTHERS
0 1 t 4 1 1 • � -- ----- 31 f Unless noted jl
�.
Truss Connector Total List
t t # 1 • F12( ) S q otherwise.
-- I
co Manuf Product Qty Typical Truss Ends.,
S o o Simpson HGUS26-2 1
--- -- -
q q q q q q q q q q q q q q q q q }` £ \; ----- ", Simpson HTU26 22
V M N N N N N N N N N -N N N N N \\if t �l JO p �
q o l o o o Simpson THA426 17
o • o 0 0 0\�
ch u_ M I o q q o \o ►g o , o q
a, FG02 o o q I O o Jo3 Simpson HUC416
Fo 5} FILE Copy li
LL N N l N N II," N Q N 1
o % ilia Simpson HHGU5.50-SDS H=20 1
rc
LO
CD CD
�, \„ �p �- Hatch Legend—_ -
A/C CHASE&STORAGEi
Engineer of Record:
SHOP ORAWIN6 REVI 04
ISPOSITION R�v8 A� t 06(x) � CD g `'o� Jeffrey K.Hulsberg-FL PE#33152
®9'-1 1/8"WALLS
19-04-00 21-11-09 29-07-07 11481 Old St.Augustine Rd#202,
fo conformance --- — 10'-1 1/8"WALLS
ATTENTION:Review of slmD awuegs __- J
and does not relieve the contractor � Jacksonville,FL 32258
the design concept of dee project -
of responsibility for any deviation from do requirements of the shop Approved trus anchor by builder. r Approved true anchor by builder. — ----
drawingS Contractorsha#detem**andverOallfleldmeaSUrements. FLOOR TRUSS FLOOR TRUSS
I
3 1/2"Ribbon 3 1/2"Ribbon
RETURNED FOR CIIRRECi1t3N o o Manning Building
APPROVED 2a'
Supplies, INC.
f mets Q �WMUT ACTION 14" 11155 Phillips Parkway 6 E. j
• APPROVED A$Nv+�++ I i — Jacksonville,FL 32256 i
Phone:(904)268-8225
(� NOT APPROVED LETTER 5 1/2" 5 1/2" Fax:(BS- ORP.81
WWW.MBS)260-2 81
Cptg r BRG. BRG. JAXTRUSS@MBS-CORP.COM
DAT �—� Customer
BY --�..-.."-"
HULSBERG ENGINEERING,INC. +�CERT.2 Typical Truss End Typical Truss End Riverside Homes_ __ -�
11481 ST.AUGUSTINE RD.#202 Job Name: �
JACKSONVILLE,fl 32258 Bankston Residence
Lot Blk/subdiv
1776 Maritime Oak Drive Atlantic Beach,FL I
Scale: ate: raven By.' Job Number-�
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATE 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 v4'•=1 /6/2016 JK J160217
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 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 0.00 p.s.f.
17-09-01 _ Bottom Chord Dead Load 10.00 5.00 p.s.f.
Total Load 37 55 p.s.f.
Duration Factor 25 1.00
�✓ > >
04
Building Code FBC 2014 RES
.2nd Floor _ Wind Standard ASCE 7-10
q 1a Joa Wind Speed 130 m.p.h.
cb J 14 HTU28"1,
Tot Wind Usage RES.CAT If
20-11-08 14-11-08 0 7-06-01
ro
2 00 N Building Exposure C
00
°o °J11(¢) ;o Building Type Closed
P 2-0-00 k _
�� T 9 NOTE
2-00-00 M N It is the responsibility of the building designer or architect to
J381 g J08 o provide an appropriate connection for trusses to supporting
2-00-00 structure per reactions shown on truss engineering.Special
considerations for mechanical equipment and/or plumbing(and
2 2 // \2-OT-000- their connections)in truss space must be diagrammed by the
builder an approved truss layout prior to fabricator.
2 00 Sol
3 o Manning Building Supplies is a truss manufacturer whose
. _
06 Jos � responsibilities are limited to those described in WTCA 1-1995
✓ ° °00 O� Oa O� p° pa p° !�
J . J . J J (sections 6.0 and 7.0).Accordingly,it disclaims any
responsibilities for the the construction design,drawings,
documents including the installation and bracing of trusses
0 0 0 ✓
°0 ° 113) ° °o manufactured by Manning Building Supplies
y JobWarning:
12-09-01
O
4 Conventional framing,erection and/or permanent bracing is not
o o J J J J09 the responsibility of the truss designer,plate manufacturer,or
9 oo
truss manufacturer.Persons erecting trusses are cautioned to
l� HTU28 W 1 00 °Q Truss Connector Total List seek
professional
to prevent toppladvice ing erection and dombracing�udich is
p 9 9 n9
Manuf Product Qty ►• erection;and permanent bracing which may be required in
g o 0 o c c c 4 c c �� _ specific applications.See"Bracing wood trusses commentary
R 4 N 4 4 4 4 4�' 4 q Q _ HTU26 2C and recommendations(BCSI 1-03)for further information.
a N N N N N N N N N N N3 O ;O O J08 HTU28 2 J Trusses shall be installed in a straight and plumb z z z g p position.
,:. o o J09 Where no sheathing is applied directly to the top and/or bottom
0 .
q q Hatch Legend chords,they shall be braced as specified on the engineered
a i �, N D design.Trusses shall be handled with reasonable care during
N 606'10 J10 AIC CHASE&STORAGE erection to prevent damage or personal injury.
Approved truss anchor by builder.
o 9'-1 1/8"WALLS 2x4 minimum top and bottom chords.
Square cut overhangs.
1 6-06-10 D N 10'-1 1/8"WALLS 12
W 487
D
�0 �• D A� LL OVERHANGS BY OTHERS 83/4"
J1
69 J012
9 5-1/2"
1
12
20"BY OTHERS BRG.
J68 3 Unless notA Go
�- otherwise.
P °' 01 4 ✓ o Typical Truss Ends
g SHOP DRAWING REVIEW DISPOSITION Engineer of Record:
� �
Joe �
ATTENTION:Review of drawings is
the design concept Of tfte project 8nd does not rely the contrractor th Jeffrey K. H ulsberg - FL P E
of responsibility for any demon from Me requirements of the shop #33152
19-04-00
22-05-08 3-07-09� drawings.Contractor shag&nermine and verify aq field measurements.
11481 Old St.Augustine Rd#202,
APPfi01lEQJacksonville,FL 32258
O RETURNEp FOR CORRECTION
A"ROVDAS NOM o KTURNEO WfMOUT ACTION Manning Building
o NOT AMMM o SEE TRANSMITTAL LETTER Supplies, INC.
CM#A= 11155 11155 Philips Parkway Dr.E.
! Jacksonville,FL 32256
By VDATE Phone:(904)268225
Fax:(WA)260-2981
HULSBERG ENMwERiNG,fNC. FL CERT.25646 WWVV.MBs-CORP.COM
11481 ST.AUGUSTfNE R(),+x2122 JAXTRUSS MBS CORP COM
JACKWWLLE,FL 32258 Customer.
Riverside Homes
Job Name:
Bankston Residence
LotlBlklSubdiv
1776 Maritime Oak Drive Atlantic Beach,FL/
FLORIDA PRODUCT APPROVAL CODES: ITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELiNX ON-CENTER RIMBOARD 15432 scale: ate: rewn By: Job Number:
N.T.S. /20/2016 JK J160217