239 SEMINOLE RD - ADDITION DRAWINGS AL PAir mor�"
QENER&§ZW!9U"N01
0encral Notes
1. Codes:Florida Building Code 2014,American Concrete Institute and AJMrican
Institute of Timber Constaiction.
I Oeneral aWy to tall drawmp and specif9allim.
We oeMfy to the best of our knowledge and belief thO ft deW of Oft
prqfect complies with the appliathle provisiom and requitunents of 2. Live Loads:
the Fkmde Aconu. bility Code for BWidiag Consftv;tim Florida Buddiq Roof- 20 psf
code 2014 edition of the ADA ChAdelines,
3.Wind Loads'
2, The(:ov"ckir shall verity a]I dimensim wW conditkm in Ow&W See Wind Load Notes
if climanporial orror.vouvicm and/or conflicts exist,or waditkair am
encom*iewd that am not covered in the drawings� *a C4KU*cW ftO 4.Allowable Sod Btmiiring: 2500 psf Nia"" W bPE;%-;droo1w%1oft1 A�4�., dition
mmfy the Design firm Wore ommewmg that portm of dw WO&
5.Soil Compaction: T=DOCLNDff 13 AN
3, 11w Counimor&MR mWervise arid'direct the work as*his bat*W will
anevitmw The Contractor shat!be solely responaiNe for df 008firtiabon Soil under siab an grade and foundation shell be compacted to 95%
"or momflotion means,methods,tocivuques,sequmm and modified PrOctOr Max.dry density(ASTM D-155 7).Contractor shall AM 13 rk PROPSM OF
procedures. fit or she shall also be msponsaft for cowdhwa*all submit density test report to Owner or Engineer.
LAW DE&�,�- 9W.MY
portiolis of the work under the contract. 0 r OR MMODUCrKm
6.Materials:
W
4 All work AMI be executed in a rieut wonartanhie meow, which is Concrete(Normal weight-26 days) 3000 psi HOW T M EXPFJM
ACM at'r to Lhe owner. Reinforcing Bar ASTM A61 5,Gr 60 W 2alassJONOPM
Hollow Load Bow*V CMU ASTM COO,Gr N-1 AWVE AfLu41WNW PARM
5. When wort that is not specifically indivited is re*red to ownpleft do Anchor Botts ASTM A307 or A36 Is a city MOMIXEM.
project, a deiicriptm shall be mbitutted to the Design Firm in"&"
Wood member for Beems&Posts *2 SYP PLUMBING NOTES
during de bid phase. All vxh re"Yed work whether descdW or 1W For Studs #2 SPF or boner & RNAtargaill, Zt R-2vic
sWl thm be povided using the best materlals mid*vdMudho.
0C COMROW 2013
7. Concrete: The contractor shall 15"iarize itself wit
6 The wwrimmies&rW gawanams pnwided in the cowtructkm docuummb It the construction downents and shall va*
shall be in addition to any warrant, shai_guanizity or reirady rapind by All concrete to be designed as per ACI 318 taftet edition. existing site conditions.
law or by the construction documents Footings 3000 psi
Slab on grade 3000 psi The work$hall comform to all Federal,State&Local codes and ordingrim.
7, Unless specifwAly nmed, the ConftwW suji prvvide&W pay for all 23' 9 Seminole R' d . i CLRYJr:
AD others 3000 psi The completed systems"I be fully operational.
labor,niawals, equrpmarit,constructior rwhinery, tralisportami,ad Splices in reinforcing where permitted: C)
odier fuWams or services necessary for exwAwon oxi compfton of Concrete 50 bar diameter All work shall be coordinated with other trades to avoid interferences. All
the work. Masonry 48 bar diameter material,workmanship and equiptniem shall be guaranteed for one year after A rz Neetr %J LZ
Unless shown on drawings, minimum concrete cover for reinforcing: "em has been accepted by the owner.
9 Acmailbibity"li he provided ra accorwance wth Chspter I I of the
.1014 Flodda Building code. Cast against earth 3"
Slab on grade centered DO not"edrawingli,see Architectural drawings for exact location of equiptirlent. AtIall itic Beach, F ,,' �Jndaa -;�)2.2_5?�p
v An scmwWir route of travel sWi be rl--_vd to all porWo of the E)q)o*W to Wh or weather:
buil&ng alid between the building md u%-wbk(no chapier I I FI 13C 2001) 06 thru#11 bers 2'
#5 bars&sme4er I Irr PMM)h*contractor shall maintam a curTent set of plumbing drawings at the project site
M,The Camftww mW his subcowwws owy M"mvww*#AW All reinforcing shag be hold securely in position with sbndard accessories in to be used for construction progressreview and fitture"Lsbuiltsn. AD marks and
pkm,specifikations wW visited the sne Xor to biddmgaisd lug*%mW*V&. conformance with ACI 315 during placement of concrete. revisions shafl be made with a red pencil or pen and Aall be legible and accurate. Submit
drawings to the arcifitect at the completion of work.
i -rhe cmusmir awees W Supervise&,w:.C-aofm the%V&in W06*00 8. Masonry: 32233
w ith good consbuction pracaces and suwftLirds and WWI we paceed or Concrete Masonry Unit ASTM C90, f m= 1500 psi Contractor WWI be responsible for their own clean up during construction.
perfam work in a manner contrary to ific"ww dwwww or the
Owners direW ves. Mortar ASTM C270,Type'S' Ah materials shall be received at the worksite in the manufacturees original and unopened MOJECT:
12 Ilie Conbractor I shall at ail times mkxpAve,%,,suffthe job with sWiled Grout ASTM C476 packaging with the manufacture!rs tags and labels intact. Any material broken or
AJI grout shall be a shrinkage compomating pre-mixed type consisting of daffned shall be reptliced with the new material. F?0-4-7-H
worknion.biburers antl the proW e9oprnent to couipiele*ar wo&. non-metelfic o9grageAs with a minimum ownpro"ve strength of 3000 psi
at 28 days. Salikitally wage and vent piping above grade shall be schedule 40 pvc.Solvent welded
13.11ke Contriictor shall be responsible for,.xnAtning old Mug fiw all pawits Masonry rokftraing: fifthm Cold and hot water piping WWI be scbedule 40 pvc.with matching sohmit welded
trapection fws,impW ffts s do wearn?o1lution fim). wid Laps(Typioal u0n.) 48 bar diameter fittings.
re4wred fbi coinpWim of the work HorLzontol reirftming ASTM A-961,9 go,min.ladder Diehrtric unions shall be used at all joints of dissiuWar metal and water piping materials.
14�The Cohtnwior warroft that all materuLs saMieftr type at 16'on center Scheduieof Drawims
wMpamt,supplied be w%wim coau--se Vec;&W and oil%ut Brock ties&masonry ancttors Dur-O-Wall or approved equal Plumbing fixtuim sha be a scheduled on drawmgs. Provide comM stop valves in each
be sm6rd quitlity, fm fim faiii md Qcrecu,in kup"with mgilighoMm Tomponny shoring for aN axWior masonry wells shall remain in piece and supply to each fixture. The finish of fittingsaccewries and supplies exposed to view WWI
connected olimiruding cantilever action of the wells until final connections be chromr-plated. -1 Site plan, general notes, general L,�`ructural notes,
are oom~. A
Is The COMm""and 31*00"traCum 91W�be wepotiabie*kwp dis Jab mft piping layout.complete installation to rum a neia,orderly appearance-
free of wouirtualted wam b�us#%t1w Clzmactors m*piiwd jignp sis*a IL*Aby 9. Timber.
All wood taming shall be fW6ricated and installed as per AJTC and TPI and R=piping paliallel to w&&of Stnicture,unless otherwin indicated. wind loads, window & door flasr`,i'rg details, L
National Design Specificabon for Wood Construction. Penettattions:'Provide chrome plated cast brass Aults"escutcjleon plates at"posed
16 The Cowactor agrees that ai I wout am ior equomm*wl be Provide temporary top chord bracing until roof sheathing is in place. CONSUIT61M
consoucted or insWled in cordmu"tv W�tn Awi mandwaven; All wood member exposed to weather shell be pressure treated. rpe pawaStions thra*walls'partitifts.ceilingi;or am.
sW I twat w Tris and 1 ec of M n a- zompy,%VA&au wask 0&.,ew Md ity Material information,, applicable ...odes, plumbing notes
bwW"codes and ortlimm. Pre-engineered wood trusses"I comply with Truss Plat Institulis Standard
with proper dead,bve and wind loads.Drawinga shall be signed and sealed
The Cor&wor(V supplier of materws 008wonaft dwl bo by professional engineer registeired in the State of Florida. pro�ect location map, wind zone a p
respwisime to field verify"mewwwww�xwp a~Wg a"vmk or Provide hurricane chpo at both ends of each rafter and truss.
Ordering any materiais even if On DaW.i=arOwaw blas appwAd dop The number mW size of nails oonnoc*V to wood members shall not be loss
&RWMP. than those specified in�BC 2010 T"2304.9.1 Fastening Schedule.
if14.tir,i,,%anv dr%creponcy in AA it alsell be tin respenoblilty
A-2 Floor plan, floor framing & founu'Q-t-ion plan, roof framing
the Contractor w notii*die D=V fir-m.
-he
000*001 Agreas th"ail pian, typical wall section, exteriosr ,�dievations, gable end Lai
Wia� Load N
--ates: JA�i Y.LU PA
to prognoy Mae�,Nw, %I*"cost to dw,Oww Material Information Iasi CY01111116 Lab"011111%
9 he Contractol avv"
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any vid all def�-cts diw to wodnwkstar JL-i;; 0?'7a0KTiAb whiCh Codes: Flodda Building Code 2014 and ASCE-7-1 0 detail, nailing patterns, roof oveir:i-lraming details,
",my apMat withl"a penod of or*1;vw zi-an dw dose of Roofing(material shall meet the requirements of ft vo44no-ism
S*Aaw"completim arid wmpufflft of tw;�by ft Oww, or Ultimate Design Wind Speed Vult. : 130 mph
filf."Wh perkA of time as the Conauct docamem vw�eftblish Chapter 15,Florida Building Code 2014 and ASCE-7-05 Wind Importance Factor: I = 1-0 Building Risk Category: I I
provided the it is not less than ow(I'i yea: Roof underlayment-ASTM D226 type 1 Wind Exposure: B sec"k-ion/detail, header span table, f0undation anchor detail,
-low
TJ*Cowacw SWM ftt as Am additiom caidrum PPON&P Enclosure: Enclosed Building
mrgm)t of final rayment, he sWI&liver to lbe Owiser W.V OW all Writ" Roof flashing-26 Gauge material- Internal Prmure Coefficient GCO +.I& or 18 electrical legend, electrical notes.
gogrutgim as requued hy Lk contrw docwrnem
Wind Pressure to Components Cliddings (Mean Roof Height
I rhe i:Ororam awees to comply with all OSHA reraMOM*0 W*10 Drip 26 Gauge Cap 26 Gauge
d""fetN pfthea fficen arw tM opmuon ,mire" WW 101019 End Zone = 6'
1,,Wtir,3grem all employees shal i?�e required to dreft VFOPerlY
Rake 26 Gauge Valley 26 Gauge Zong Effmtive vAnd area(M Wind loads(p§D
SkOW Wt1b wftnng p1q,,work boob, hard hM MCI a a" tv'"M C>Q
"krf""wwrg requimd by OSHA. Roof Material-Fiberglass shingles as per 1507.3. Positive Suction
Interior 10 +30,4 -33.0
22 nWCAW*VW man IN"vioialie=Y provision of On C*Capmew Soft -71 C-7C-_;10 5;t4 FT-
wW ftmf*Actof I M(OSHA)including all regulation a&*W 0 Florida Building Code 2014 20 +20.0 -31'6 L-A-Z-0
,%,fteaalilsilli b%.*v Uniftd Swes DaWwwm of Labor p Se
50 +27.2 -29.8
OMM0000 Fastening-12 Gauge 3/8"head x 13/4"long 60 0 F�T. DE&ONS -IN-C-0
�?0
100 +26.9 -28.4 14 6,' 1, k 0
roofing nails. End Zone 10 +30.4 -40.7
20 +29.0 -38.0
50 +27.2 -34.3 So"I 3rd ShVd
100 +25.9 -31.6
Note: FUrmhL 312M
AWS Design Pressure Ultimate Pressure x 0.6 or Divide withl.6 120 TM MA)%W=6
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A undation survey shall be performed and a copy of the --A 304 6'"W Of Ise
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prior to framing inspeollim Or,all property markers shall CFt"
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No undergTound utilities in the vicinity of the proposm **two wo 60"sal-*MAP *4*aww owt
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arc-fault cirevit inivrimpters in all bedtooins per article 210-12
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Florida SuRding code Accessibility 2014 r-OR N000 FRAME0 KALLS
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OFFICE COPY -Exp: B
-5.5/12 Pitch
-2' Overhangs
*All information to be verified
prior to fabricaion*
General Notes:
Per ANSI/TPI 1-2002 all " Truss to Wall" connections
are the responsibility of the Building Designer, not the
Truss Manufacturer.
Use Manufacturer's specifications for all hanger
onnections unless noted otherwise.
- Trusses are to be 24" o.c. U.N.O.
- All hangers are to be Simpson or equivalent U.N.O.-
Use 10d x 1 1/2" Nails in hanger connections to single ply
girder trusses.
Trusses are not designed to support brick U.N.O.
F� r-,l Dimensions are Feet-Inches- Sixteenths
" Id A
T03 A xistiong u i ing Notes:
No back charges will be accepted by Builders
FirstSource unless approved in writing first.
850-835-4541
ACQ lumber is corrisive to truss plates. Any ACQ lumber
that comes in contact with truss plates (i.e. scabbed on
T03 tails) must have an approved barrier applied first.
Refer to BCSI-Bl Summary Sheet-Guide for handling,
Installing and Bracing of Metal Plate Connected Wood
Truss prior to and during truss installation.
It is the responsibility of the Contractor to ensure of the
T03 proper orientation of the truss placement plans as to the
construction documents and field conditions of the
structure orientation. If a reversed or flipped layout is
required, it will be supplied at no extra cost by Builders
FirstSource.
T03 It is the responsibility of the Contractor to make sure the
placement of trusses are adjusted for plumbing drops, can
lights, ect.... so the trusses do not interfere with these
type of items.
11 common framed roof or floor systems must be
esigne as o impose any oa s on e oor russes
T03 below. The floor trusses have not been designed to carry
any additional loads from above.
This truss placement plan was not created by an
engineer, but rather by the Builders FirstSource staff and
N is solely to be used as an installation guide and does not
require a seal. Complete truss engineering and analysis
CD Tnal can be found on the truss design drawings which may be
sealed by the truss design engineer.
C) N T RA T D R N D T E Gable end trusses require continuous bottom chord
OBNEEDS CLOSELY REVIEWED BY bearing. Refer to local codes for wall framing
M7 ents.
CN T02 ARCH ITECT/CONTRACTOR TO VERIFY ALL LOADS , Although all attempts have been made to do so, trusses
may not be designed symmetrically. Please refer to the
SPANSAND DEPTHS OF TRUSSES individual truss drawings and truss placement plans for
proper orientation and placement.
BEFORE ANY TRUSS PRODUCTION
C)
T02
0
9_?
***ALL EXISTING FIELD CONDITIONS MUST�.' i er
Nd7
BE FILED VERIFIED F1RSTS ,0U .RQE
%moo# T02
BY OWNER/CONTRACTOR Freeport
PHONE: 850-835-4541
B Id
BEFORE TRUSS PRODUCTION FAX: 850-835-4532
Jacksonville
T02
PHONE: 904-772-6100
FAX: 904-772-1973
Tampa
7M2 PHONE: 813-621-9831
FAX: 813-628-8956
1 �0()�00
Builder:
N/A
T01 egal Address:
239 Seminole Rd, Atlantic
Beacb , FL_ 32233
Model:
Jevic Addition
14�O8�00 Date: Drawn By: Original Ref
OFFICE COPY 11/09/15 JMW 731710
Floor 1 Job# Floor 2 Job#: Roof Job #:
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