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GRURRAL NOTES
*I. Construction shall follov "Standard Building Code" as adopted
by the county and as applicable to the area In which the
building Is to be constructed with all applicable amendments.
.2. The Contractor-, Subcontractor, Supplier, etc. shall verify all
dimensions, conditions at Jobsite, plans, specifications, etc.
3. All written dtsens,lons on these drawings take precedence over
scaled dimensions.
4, Structural features not detailed on thise plans will be
addressed by the Engineer as construction progresses.
OTRUCTURAL NCTES
1. Design Loads:
Roof (DL + LL) = 47 PSF
Wind Velocity x 110 MPH supporting structure
w 120 MPH roof system
Trus3,Mean Height - 15 ft above grade
2. Soil bearing ' capacity: 2500 PSF
3. All structural concrete and grout shall have a minimum
compressive strength of 3000 PSI at 28 days.
4. Slab/Footinqs to be concrete with minimum 2500 PSI compressive
strength at 28days. See plans for size and"steel
requireme.,ts..
5. Minimum concrete protection for reinforcing bars:
footings: 3" Beams: 1-1/2" Suspended Slabs: I"
6. Lap all reinforcing steel a minimum of 30 bardiameters.
7. All standard lumber shall beSPF 83, HF 13, or Stud Grade with
a minimum Fb-120 ' 0 psi., or better .
$. A1.1 Lumber In contact with concrete or masonry shall be
'pressure treated.,
9. 'Splitting or cracking of structural components due to
installation of hardware is not permitted.
Id.unless otherwise noted, the Installation of specified hardware
shall conform to the manufacturers Instructions and standard
practice
1I.Bearin ' g points of headers, girders, and beams shall have
vertical supports sufficient to support loads and shall be
properly anchored for uplift as will be noted.
4-
Lucie County flelift Unit
n vironmental Health,
bite Plan Approved For Con*udm
upercedes All Previous Otte td For
10SOS #
Reviewer
00 RIMEM I
Uy THIS DEPA
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FIELD INSTALIA
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NOTE
ROOF AND FLOOR LAYO
S PROVIDED ON THESE PLANS ARE TO BE USED AS
A GUIDE FOR BEARINGJETERMINATION,
FEASABILITY AND ARCHITECTURAL
AIDE. TRUSS MANUFACTER
IS RESPONSIBLE FOR FINAL LAYOUT, SPANS,
AND ALL TRUSS/HEADEENGINEERING.
ANY DESCREPANCIES FROM THESE
LAYOUTS THAT AFFECTTRUCTURAL
BEARING AS CALLED OUT ON THESE
PLANS SHALL BE NOTIFITO
THE ARCHITECT/DESIGNER PRIOR TO THE
FABRICATION OF TRUSS
WOOD TRUSSES, WHICH
E TO BE FABRICATED BY A LICENSED FABRICATOR,
SHALL BE FURNISHED IN
kCCORDANCE WITH DESIGNS PREPARED, AND TO BE
SIGNED AND SEALED BY
k FLORIDA REGISTERED PROFESSIONAL ENGINEER,
AND THE SPECIFICATIONS
AS OUTLINED BY THE 'NATIONAL DESIGN SPECIF—
ICATIONS FOR STRESS GF
ADE LUMBER" AND IT'S FASTENINGS BY AMERICAN
INSTITUTE OF TIMBER CONSTRUCTION
(LATEST REVISION), AND 'DESIGN
SPECIFICATIONS FOR LIGHT
METAL PLATE CONNECTED WOOD TRUSSES', BY
THE TRUSS PLATE INSTITJTE.
THE DESIGN AND SHOP DRAWINGS,
AS WELL AS THE FABRICATION OF WOOD
TRUSSES, WILL BE SUBJE
T TO THE INSPECTION AND APPROVAL OF THE
ENGINEER AT ALL TIMES.
THE HANDLING, ERECTION
AND FIXING OF WOOD TRUSSES SHALL BE IN
ACCORDANCE WITH THE EPECIFICATIONS
NOTED ON THE DESIGN DRAWINGS.
ALL ENGINEERED HEADERS
AND TRUSS HANGERS TO BE SUPPLIED BY THE
TRUSS MANUFACTURER.
ALL HEADERS TO BE MIN
AUM (2) 2 x 12 UNLESS OTHERWISE CALLED OUT.
(SEE BEAM OR HEADER S
HEDULE)
Ii`6 14FR 1176 1
FS HE6 W6 HF6 HR FE6 t E6 HE I
6 1/
7 0" setback
* 1 TRUSS CONNEC
ONS
Std. Closed end Trusses
to wood:
Simpson — MTS12 7— 10d nails 1,000#
to masonary:
Simpson — HETA16 11— 10d nails 1,365#
* open end jacks
same connect
s as Std. CE* trusses except nail as
follows: use 4
10d for MTS12 and 4-10d for HETA16
for open end, t
se min. 4-10d toe nails ® top and 3-10d ® bot.
* 2 For 4X4 posts
o�
Base: ABU44
5/8" Dia. bolt embed 6" min. 2,160# UON
12—
nails
Cap: CC44
—5/8" MB 2,430# UON
* Hdrs. (typ) : 2—Si
MSTA18 each end 14-10d per stray LION 2,130
or Sim—PA28 ea
end 21-16d x 2 1/2" per strap UON 3,685
* UON = Unless o
ise noted.
* Use 1 1/2" 10d
ils
. * No splitting or cr eking due to nailing permitted.
* Or equal hardwa-
permitted throughout.
* See layout for
ing locations.
* Attach valleys
piggy backs per truss company details.
Ins
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* LATERAL LOADS PERPENDICULAR TO BRG.
HETA16 — 960
H10 — 525
MTS12 — 125
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Design Criteria
T.C.L.L 30#
T.C.D.L. 7#
B.C.L.L. O#
B.C.D.L. 10#
TOTAL 47# PSF
Duration factor 1.33%
DISTAN FROM COASTLINE 10 mi.
EXPOM CATAGORY C
BUILDIN ATAGORY I
WIND 110 MPH
MEAN R HEIGHT 15'
ASSUMINPO# TOTAL DEAD LOAD
BUILDINGIFYPE - ENCLOSED
A min 4— 10d toe nals
specified
connector
C 1B min 3— 10d toe nails
TYPICAL JACK or specified connector
BEARING LOCATIONS
t
7. 0" setback
PIERCE. FL 34982-SM
a .y
-1553
DESIGN CERTIFICATIONFOR i • COMPIUANCE
Till Certilkedon k to be Opt:tAieiad by Ow ptOpct tlesipn archftd or erVinew. This CerS=Wn pvtot be u&nkted tt+Illt ON
appGGtiOm W bttldi V pem* ifwcktnD the amot'uaftn 0 new teiidence (W roe a tnulll-tannery}, resider" adr11111on. any �a0eeeoty
smug*" r fit* tp a build v Pa., .and WW ronresider" siruatttre. Tbis Cron slid not up* to interior renavefto (provided
flltlt ao s tudtxar waifs. coMttvm or t* w sire4or contponwd is being effected) wO certain other n*w buk*V psrndts. For further
seskUnce. phree corned the Budding &wpectbn Office at 482-1553 or 462-2172.
PROJECT NAME
ADORM cl bsi .- •�K-- PR l
POUT MtAMM
OCM. IV
EClIT. TYPE
CERTIFICAMON STAT MENT;
I CERTIFY THAT, TO THE BEST OF MY ! EDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OR THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEOUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PA56yffl=AND ADEMM N$ USED: coMw chetah or nth. secntode M
1 slfM.DM110 CODE rlDTTION USED OUM ►'t q4 SOW ASM 748. afHm WEC"
BURDMi4 DOWN IS Ic"M aq DiMDM V PARTIALLY ENCL0llM OM BUtA14
} BUILOM meow. td` FT vow SPEED USED of BtJNMW DESM It C>Malt .
S VW40 EXPOS CLA89rr.VM @WW tv UVO& a: Twa sr @UUW o coca tOattt = er um Ott: C..pA�"�
AVV.tA= tIWV VMXXMY PRIUNKM ON EXTERIOR FA= OF ffiTRtrCTLIRE: . PW
j, PENS VOW VRDCITY PRESSURE ON EXiERtOR FAM OF 8TRtJCTU1M Z�� PSP
Z vAKKTAfXM= FACTOR 1+o vet mm 6u mai com
LOAM DOOR �._ PSF ROOFIDEAD: �PSF ROOFAM 3a* Fff
MMtE offm vous cmIOEftw FOR STRUCTURE PM otn YES � NO N No. "W (alYd+
ems)
1>r IS A CONMWM LOAD PATH PROM= P*CK OM O YES �.. NO a NO, Sw i s 'I
ARE OOM *T* ' AND CLADOMiO DETAILS PRONWEO POW O O YES Z NO IN No. WW (+ftch
01*110001104
1� trMNllr W soli. OFARNO PRESSURE: 21 ID 0 r� PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT. TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAMF��L7� k C, \J1_ 6e4 CERTIFICATION NO:
[SEALHERE)
FIRM: L 6 14 DATE: _ ��t �< 11(L `
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