264 OCEAN BLVD - PERMIT RES17-0292 TRUSSES IJ %PROS 04ULIRVIO Apo
Itiou4jedoo Oulpline
i CITY OF ATLANTIC BEACH
910? q L AYR
800 Seminole Road
Atlantic Beach,Florida 32233
(13AI303U
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Dute—!�� Revision to Issued Penmitx Corrections to Cornaments— Permit 0-��1 -02-11
Project Addms 2JDA nre-prrj WoLrJ%L &X-C K, 3r2--L!�`3
Contractor/Contact Name
phone Emil
Description of Proposed Revision I Corrections: Permit Fee D<$�5�0-
T-ap�k P�C'
Additional Increase in Building Value$ Additional S.F.
By si affim the Revision is inclusive of the proposed changes.
((P
pri
signal=of contractor/A&aht(Contractor must sign if in-
(0thce use Only)
Approved Denied Not Applicable to Department
RevisionfPIanReviMCorou1MtS6,voj,rlt Its pc�-yf 'To6 e&!pt P4;r r--C-<
D rbpent Review Required:
Ciuef
B ilding
g
8 Z
" ,t L C
anning &Zoning Rjed By
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Lumber design values am in accordance with ANSI1TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek"
RE: J170606-1 -Andy Reynolds-Oman Blvd Spec/JK MiTek USA, Inc.
6904 Parke East Blvd.
Site Inforroation: Model: Tampa,171.33610-4115
Customer Info: Andy Reynolds Hints Project Name: Oman Blvd Spec
Lot/Block: Subdivision:
Address: 264 Ocean Blvd
City: Atlantic Beach State: FL
Name Address and License III of Stmetural Engineer of Record,If them Is one,for the building.
Name: License
Address:
City: State:
General Truss Engineering Criteria& Design Loads(individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC20141TPI2007 Design Program MiTek 20/20 9.1
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Rwf Load: 37.0 psf Floor Load: N/A psf
This package includes 3 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 GI 5.31.003,section 5 of the Florida Board of Professional Engineers Rules.
i 0 Trusts Nolte Jhate�]
l -- I TI�40QQ081 1 lo2z 6/10/18
12 171400000aimA-------i—W-1ALO—i
13 IT14000083 IB04 W10110 REVISION OFFICE COPY
DATE
SIGNED
The truss drawings)referenced above have been prepared by MiTek
A. 1411,,
USA,Inc.under my direct supervision based on the parameters
r E N
provided by Manning Building Supplies.
gineer's Name: Albani, Thomas No 39380
Truss Design En
My license renewal date for the state of Florida is February 28,2019.
IMPORTANT NOTE:Th.well no th...truss component designs Is a comfication STATE OF QJ Z
that the engineer named a licensed in Me junnallofich(s)identified and tat the
designs comply with ANSIr"rPI 1. "Phase designs am owed upon parameters
�P%4 0 Fj
shown(e.g.,loads,a ppoft.dimensions,shapes and design coders),which wom
gibrentokliffek. Any project specific information included is for MiTeWs customers
a',
file motion.unions, ly.and was not taken into account in to proposition of
th...design.. hillill,has hot Independently verifisid!the applicability of the deSign
parameters or the de.gs for any pradcular building. serfore use,the building designer
ehouldverlyapplimbil of design parameters and propenly Incorporate these designs astarembagIN larsonFl-Mill
into the overall building design per AN$ffPl 1,chapter 2. into
May 10,2018
Albani,Thomas 1 of I
ad U ft 2
.4.OR
�MFgv,o......P...,
IDV�W7Q�Fpi?���dCV1�Ulu�UxOHRpkj.O�U��BG
oAl-
Sods-1,10.1
w 7 H.. OFFICE COPY
5-2
F.'11
3W &Or
2
7.F-2 12 311
F---Tl
REPAIR'MODIFY THE 30170M SHOP FABRICATE SCAB TRUSS Sr ED AREAON D.RUSS
CHORD PROFILE AS SHOWN. DESIGN DRAWING)USING THE LU BERNANIDSUIESINDICATET
ATTACH SCABIRUSS TO ONE FACE OF MISTINGTRUSSWIlIH(0,131'X 7)NAILS
(INTOALLAUGNINGM.E2M PER THE FOLLOWING NAJI-SCHEDULE
LUMBER 2,Ba_,RCW.2�4� 2xVSANDILARGER-3ROW3;
LUM
SPACED 0�O.C. USE 2-MEMBER END DISTMCE.
I-CZRD -So V
I-7CZRD -3P NP2
..T.
..T G.D -SP No.
W WESS _OF No,
EN wSpNol LUMBER AND CONNECTOR PLATES ISHOWN DASHED)TO BE
.7 USAA THE REMAINING PLATEOS)
SCAS TRAUSS P�TSS SHOWN BOOED. CUTC LYANDACCURNTELYAND
MUST BE FULLY EMBEDDED AND UNDISTURBED.
pjdo,�G(.Y�
P
LOADING Onso tG CSL DEFIL In Odd) vm UJI PILRTES GRIP
Plad,IN FIDOL 25 TO 0.0 V. 0.101213 999 NO WW
3p=
Mad rKLL) :13 24411M
TOOL Lurnlo�DCC 25 BC .49 VerKTL) 4.1412-13 ISO WISH mulm
BCUL R,Somon.dor YES IN O4D Nonon) 0.07 14 oN wa MlSSHS M 2"19D
ISOM Cods FBC2Ol4ffPI2OO7 M".MSH Wwm:234. PT.'.
FT-2M
LUMBER. IMAGING.
TOPCHORD W SP NP2 TOP CHORD Sb�nral Pool sinindino,clineRly aMliW or(LO4 m Nilhod.
SOT CHORD W SP Nol and Yrntirals
WEBS W SP No.2 BOTCHORD RJgkl miling dirrdly apoied or S-0-0 M bmciq.
WEN 1 at rnd'i 6-14,7-14.7-13.3-13
REACIIONS. (wsdN) 4=1951/04
M.No. =3upc;`6I,
Max UpIR 14=752(I-C 12),19�90BLC 12),11�3(!-C 12)
MmGPaY 14=INI(LCl).19=�l(LC18),II=W(LC22)
FORCES.
TOPCHORD
BOTCHORD �63-4�OWI31,12-1�34. I&I9-353r4G5,17-Iff-24Of817.
1�16—Q&379.1�15-806163
WEBS 6-4�Wlgl`.7-14-10260`65.7-13-60109.
�12�834!03.5-16�60.2-18--TTUS07,
5-15"I'SM13 TomuA,MWriKNoNU(l
M,l.kuSkIrAFLCw"U4
6V4P�.Erd8W&Tr.p.FL331Q
Da.
May 10,2018
Pr�-r- WOW
onoro r.", I,:---rrr —r— dll I.
11o,m w m�w—n,nubi, —.1,rd p
dM, b,f� �llro.11, MNnR2j,QmIft Cnr�,�DS�on4 8CR B.11do.9�.'P.rlrn o.,.=Ir
2i'm ..�VA �14 T"',P-
Gly, si curwraddistaux
rludarval
The" Theas Type -77—T-1 , F—.,
"mater, ki im.a., -- o i o Or.�,I a'i I
wivagaidearrabosearafterandaw, ,....171trakildrando 11,
109�Lg?Q��g3Fyni78�4M�FYdCVlochUlu�cHUxOHftfejaO�h�Hz�G
NOTES.
1 Unded maid! of live hands have beem—.,d.W W he deep,
c
2�WerpiM 7-10:Vult-1 30mph(3-secoard guaft Varal mph;TCDLi,j,2p,,f ldi Opf h-25ft:B-45n:L-35ft;elaborate;Cal
11,Ext,C;End,GCprl 8:NpAi(directional)and C�Extervai-1�W 2,D4,linterl 1)244 W 13�.Extball 13-5-8 to
26l limeal 26rM to 36-2-8 dral camillever tell and night soposed.end winficad left and ill exposed.porch right OFFIGUOPY
.pol for rembers,and forres&MWFRS for nordiand shown;Lunitter DOL=1,50 plate Old DOL-1 60
'i Provide adapters drairs,to prevent water boarding.
4)Aft patere or.X20 pladal unless otherwise mfiddwi
5 This trund has been crashed for a 10.0 ind bottom chord live load borconsurnand with any other law load&
6�-This strus has been designed for a live load of 20ftelpf on the bottom chord in all areas where a handaugh,M�Wil by M�wpo
vall ft thethimen the bottom dri and any other bromesse.with BODL:1 0.0parl
Been,at joinds)19 consicider parradial to grom value using Arli 1 single to grain formula, building designer should vi�rlfty
-party of human,inuff.do
8)Provide hadminval"numpon(by others)of muss W brandarang plate depable of withstanding 762 lb uplift a,pint 14.290 Old uplift M
joint 19 and 533 le birth at joint 11 OFFICE COPY
musbar,"nowni
wridn' m. -we.
Mlw1W a—reivarear—rall'i MiTek'
wi dome--—1 -K,1i ri al I--a--,--a--an-wal
rawn-swer-relvarmannarrunri .."i..."a
a'..Lwerstanal'.."s VAM11, lawas.h.Mind
Inusa Inruai-T,,, OR, Ply
m 1 thin,0
jot,lagifing. El'OR
Ifirgaing Supplies, Jacksonville.FIL a ISO a Wer I I Who WWndm�,Ina, Wall M"9 12,01T."Wig Iss,I
ID�gkAFtW?QmkUM3F�Pgyyb4M�s�U�eAEF���ftM
21� glit). gal an,41
11. fil
WMIWHS OFFICE Copy
1. 1.
FT 17 an
3
Z2 >S21
2 1. 7
11 14 ift J. art
Ig
nal
Ift-
-ri OAfti OpSiJ 11,4,15
Piagge XYp- p12.0-M
1. DEFIL In (Im) VW W PILLNIRS!, GRIP
�11 NX Phater Grip DOL �12 val -om 3-4 9919 24 I'll 2440190
TCDL 7.0 Wrislings,DOL 3 Val �.14 = -"a IN Minas SWISS)
CLL 0.0 R,S.1. YES IRS am Hom(TL) 0.01 9 she nin
10.0 Code mmi�mno �SH
cm Wei 234 to FT-M
LORIORG (Mail VACIM. z-&O
i"
LUMBER. smema-
TOPCHORD 2wl SP III TOP CHORD Structung,wood shentruhn,Real al,fieso or 6-04 oc pushing.
BOTChRORD W as fil eneeptieridem"call
WEBS 2a4 SO N..2 BOTCHORD i rating dimi applied or�be binding.
WEBS I Row at India �13,5-11.4-12,S-I 2,6.11
REACTIONS. All branding 17�gual"I ngth)15=i
(to). figarsHal 151 11)
WwUp" NlupiRiMlbori�ati�nqs)e�015�2M(LC12).12=NS(LC12),Il�142(LC12).9-179(LC
12),i�125RLC 12)
MGhN Al��2NIbor�satjdffl(s)�ptIS�N(LC21).12=1"9(LCl?),12mWBCLCl),ll�D(LC
10).S�IKHRLC M),10122)
FORCES. Ob)-�.C.�pJ�.T.�.-Mi�..250(lb).,I......k when.1firsever,
TOPCIRORD 2'ft-6541255,Jp4ii�Mlofi!10.2-I!p`-WlA55O 7-9iiw27612H
BOTCfal l�l5�"413,1�14-12"U,11-12=-U7a82.�10=�74
WEES 3-
1=285i &10-271l 2-14=401337,7-10=2731145
1,1101110,
l�U�w��lW�Ws��nwns�briNadwWn.
2)WInd:Pal nrft�-13(ftftsplft(��ndguM)Va�lDlmh:TCDL�2pd,BC01-4.0pish Iw2Nft Dul5a:1,451fireasswidit:Cat.
Ill Eal.,GColl MFRS adimcbreall C-C Inal 2�to
Wl fidal 25-248 to 38-241 son,eareleser 10 and riplesponed:"wileffical MR and end gispossall fies,Ossining am
forand.IS MIRS W.�-.h.;Lusibi DOL::1N Aftifir on DOLON
3)PMide a�w�drainage to neensint water pending.
4)NJ plabas a.141120 plains unless otherwise Inficand.
5)NJ FROM a.0.Mi welfing,Johmeral.Indicrad.
0)This fierse has twen cari fier ir I O.D Oil bortbaft 0.t land nobbefteposes Man an, the,firs,I-i
7)-Ifus,finow has been d-Gred for a are dard of 20.0pal On fing bottom efirso In all areas whi a bectol 9 3�-O Mil D,2-fi()We
will fit between th.beftorn othord and any Other menamon,with BCDL-l(LOpi
a)lifte"up mechanical oerral(by ofteirs)of and,W sumnin,plate caspento of withstanding?an to unfift at pint 15.US Its up"at
joint 12,142 In uplift at joint 11.173 to ul at joint 9 and 1 W to uplift at Rint 10.
Thomm X Miami PE No�Mft
N#kU&A,lbwFLCmj
OMPa&a�ft&TampofL=tD
Da.
May 10,2018
Ashereps. —ft—w,..dR�DNOTE��THISANDiNCLU�DW�REF�RENCE�GEM�7473� fre—$grasprouse
s'wr b-- .'i s... Nil
r'n"�s, pudir,,strisr,ii ii
%- ii �"., MiTek
wi ......... r— rI.P.reirsels.
TI, FL Ns—
1 final Time Fly
11, CK W�E
[]N
Metal a ITA 1==9 7:08 2018 Pages 1
supposes ID: ......G St. NO 112018`N?jQ w�ai
7
7
.15
Sada-1*5,7
SoMINUO
F-E-�--b-Thateco—ods--7-s- sed.aligain. OFFICE COP�
5-2
17 20
21
3 < V
1. a as
ded 'I ded- a. 11
i 1w i�g M i
L"DING;(pan SPACUNG� 2� Call. DEFL- M Rec' PlUkrilas GRO,
TCLL 20.0 Plahl TO On WaKLL) 1�-111 240 MnO 244HOO
TCDL 7.0 Lundbar DOL 12 SO D:R WaKn) gg 11118SHS iV4090
BCLL 0.0 Rep S=Into YES WS GO Hocagn) ON 9 Ops, We
BCDL 10.0 Conds, Wool W.1,1123411, FT-M%
LUMBER. B"CING.
TOP CHORD Zol SP Nol TOPCHORD
BOT CHORD WSPNol eocept and hatcalk.
WEES 2b,4 So 11.2 BOTCHORD Fall calling deeply applied!of G�oc,bmdM,.
WEBB I effect nnd,t 3-13.4-12.5-12.6-11
REACTIONS. (IlVaim) 0511SAl 12-154�,9=588�
ubp�Has =S(W IM
5
M.UNA 13-270O.0 12) 12-547(l-C,149=4700-C 12l
M.G. WZlp-C21),12-1S4sRC ),9=629(LC22)
FORCES.
TOPCHORD 2.3�l�,44�I.&T-41WM�2-15-57M30,7��75=5
BOTCHORD l�l5�1211�14-i2VS75,1�ll-W�9,9-10�lM1
WEBS 3-
�14�2. 4-13-13%M81.4-12=-41691373.5-12-8110369.
1-139462,&11-61ZQ15.&10=04l 2.N-11305.7.1a4fiss,
110112S.
1)Untalarected noof Me loadds time been conskearad fieffils design.
2)Was:ASCE 7-10:Vult,130reffin p�aeccnd gust)Vasd=101nsph;TOOL�42psk.BCDL=3Al h=251C B=45ft;L=351t:eal Cat.
U:Ev C:Encl..Gl MFRS(directional md C-C Exteml-1-5-8 W 2�4.Interlor(l)244 to 13�8.Exterl 1M-8 to
M248.liffterel 26-2-6 to 36-2-8 sons:cal MR and right towneed:and�tcrsdofl left and fght..pomd;C-C fo,inturseas and
faces&MWFRS for roustonallhomet:L.inbee,DOL=1.60 Awal DM=1.60
3)P-M.assail drains,to .nt-1.,dond.ng
4)All platem am W20 pattes unless otherafte,houst
5)Ni plates am 5x5 W20 unless offierybe Indfloyal
6)This state has been designed W a 10.0 buff bottom clunal less load horhosecunank win any other live foods.
7)'This"as has been designed Jor a Me load of 2DOW On Me bottom chords up all shes,where,a pectuaingle�bill ,2-0-0�kpe
sill M beremen Me bosom c1hon!andl why.1ther membears. M SCDL=I O.Opd.
8)Protons mel cal con hal(by coal of buss M abuse,plate consul of witheromfing 270 to uplft alsint 1 S.Say Its ul at
joint 12 and 270 RD upUft aft joint 9.
Them.A.AlibeciPENeOND
10=lnh.Fl.�"
ON pact East aind Tampa R.3310
Us
May 10,2018
A—h ....... 1-11111allue",
th-
se. ......... P.Essm..
a�llmh-a...... 1,
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>
20 Z
0. 4�
-J FEIZ
M I FFD
M,
T57
N
:OFO., Z x
0
ngapga- L
. w. 250�
Er
.0 6� .0 C2, a 3 1
&a 3 11
9 qWfl U11H . 15au 0
3 . it as m
0
w g 3 3 MT
z F
�65
. . 9
U� e ou
0
a z
5
5
25
TOPCHORD
0 .9 So MORE cl.
0 , - I
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0
0.
m
0
& 3
om. 0
OX
M. Do
A
Z12 1.
21
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>
z
or
:2 TOP CHORD
i3 8 P P
.E
10 H? 3H U, 2 9 W 1 3289 Ic ac 99 F�
mo
Rim
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ga 113
. ,
29
43 2 Eli g FUR (D
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3 3 -1
2E
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n
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N
0
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date&L'elz�� Revision to Issued Permit,/ Corrections to Comments P emit az TL
7.
Project Address.�-Zeex�j Z
Contractor/Contact Narnez�LJ7.44--aA.'2= �)Idlq
phomc� / Email
Description of Proposed Revision/Corrections: Permit Fee Dt(�
�0-0 6
Additional Increase in Buildi3i;Value$ Additional S F_Xj�:7�
By si;Ong below,1 5, _affirm the Revision is inclusive of the proposed changes.
(panted ruane)
Signature of contractm/Agent(contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
Deparbrient Review Required:
Building
Planning &Zoning Revieed�By
Tree Administrator
Public Works
Public LItilities 7-21 —dcvE
Public Safety Date
Fire Services
mm NOW 1 section 6.3
mi. Lumber design values are in accordance with ANSI/TPI
These truss designs rely on lumber values established by others.
MiTek"
RE: J170606-1 -Andy Reynolds -Ocean Blvd Spec/JK MiTelk USA, Inc.
69G4 Parke East Blvd.
Site Information: Tampa,Fl-33610-4115
Customer Info: Andy Reynolds Hms Project Name: Ocean Blvd Spec Model:
Lot/Block: Subdivision:
Address: 264 Ocean Blvd
City: Atlantic Beach State: FL
Name Address and License If of Structural Engineer of Record, If there Is one,for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads(individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014frPI2D07 Design Program: MiTek=20 8.1
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes I individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet
conforms to 61G1 5-31.003,section 5 of the Florida Board�bfPn5foi$lonat Engineers Rules.
INo. Seaj# Truss Name Date th, "I , ,; by
=Wo
1 1 Tl 4123�W 1 W4
oc!".
I . �" '11�d m, el
"DKII�
bin ry,�,
REVISION ;Irm flon, Irror, cI` Dolissims within In
AP;IOVED 0 APPROVED AS NOTED EIN T
BP#
D E
An e�
SIGNED 0
OFFICE COPY
1>
61
The truss dravving(s)referenced above have been prepared by MiTek
.44461,,
USA,Inc.under my direct supervision based on the parameters
provided by Manning Building Supplies. 39380
Truss Design Engineer's Name: Alban!,Thomas
My license renewal date for the state of Florida is February 28,2019.
IMPORTANT NOTE- The seal on thew truss component design is a certification
that the engineer named is ilcensed in the lursdiction(s)identified and that the
designs comply with ANSIff-Pi 1. Them designs we based upm parameters
shown(e.g.,loads,supports,dinuensims,shapes and design codes),which were
giventoMiTek. Any project specific inhurration included is for MiTelk's customers 11
file reference purpose only,and was not taken into account in the preparation of
mese designs. MiTel,has mi independently vented the applicability of the design
parameters or the designs for my particular building. Before use,the building designer
should veirty applicability of design parameters and property incorporate these designs
69DIPliIIIEWRIN berneei'l-33610
into the overall building design per ANSUTPI 1,Chapter 2. Dlt,:
May 23,2018
Albani,Thomas I Of I
We I russ type OlY Annifferni Nei 7141adel
I ded
I�S�i JG 1 UNIT
"T"nei " we
ID:gMRLg?��Kgg3FyN?ByyMA��.ArlsQVpgl�q�MRRMI'AI'NIMOZONF
7
7-"
REPAR MODIFY THE BOTTOM CHORD PROFILE AS SHOWN
INSTALL 2 X 4 BE NO 2 MEMBERS CUT TO Ed TIGHT,
ATTACH 10 PLYWOOD OR OSB GUSSETS -RATEDSHEATHING
32'HIE)(PUTOEACNIACEOFTRUSSIN 3ROWSOF(0131')(25�
NM-S SPACED V O.C� NAILS TO BE DRIVEN FROM BOTH FACES STAGGER
SPACINGFAMFRMTTO�FACEFORANU2'0,C SPACNGIN
EACH COVERED TRUSS MEMBER. USE 2-MEMBER END DISTANCE
LUMBER AND CONNECTOR PlAi(SHOWN DASHED)TO BE
CUT CLEANLY AND ACCURATELY AND THE REMANING PLATE(S)
MUST BE FULLY EMBEDDED AND UNDISTURBED.
AM
12 13
2"
2"
14
ad
2
7
S de F1-2
10 N4 I
2vi, it
4"0 WD I
Phda Cal is MY)- [2:0�2 10,0 1-141,13:0�-O,0-2-21,[4.0 2-10,0 1 141
I
LOADING gain SPACINGF 2�0�0 CSI. DEFL In Qpc) paid w PILATIES GRIP
CS
.999 240 M720
TCL� fi00 Plate Grnp DOL ES 0 V trTILL) -OA3 8 2"190
T.
T
TCD- 0 Lurnifter DOL ED Veri �0.23 8 793 1 SO
'C
BDIJ- 0.0 nafat Imr YES WB 0.15 Hi 0.21 6 we We
Ri
Bi 1'a Code FBC2014�M2007 Wei AS In FT=20%
LMBER- BRACINGI
TOPCHORD �BE Noi TOP CHORD Structural Wood Aftevalleing Wendy applied Or 2 2�In,Wrififte. [PSI
BOTCHORD �BE W.2 ledi and vertical
WEBS �BE No.2 SOT CHORD Rigid ceiling diraefty applied or 1"�ad DURAN.
ftbi 10�3i 6�5-0
Maii VM14ft-C11)
WA Uplift 10-286112),6-286g-C 12)
FORCES. fib)-Mad Com;i Ten. All fences 2W(lb)or Im Meant When sinoven.
TOP CHORD 2-11=-102=35,11-12-9961
4�6-8(aV389
BOTCHORD 9-10e:-250/552,8-9�n,7-8--61,871,6�7-2051571
WEBS "-�20,2-9=-0`49B.4-7-=(V584
NOTIESF
1)Untellanced roof If.loards In.teetaft considered far Mi.deei
2)Wind:ASCE 7-10;Vult-1 Wmph(3-secand gmt)Vmd=101mph;TCDL�.2psf;BCDL-�Dpsf; �511;12�4511,. -=M aa�ft;
Car.11;E,C;End.,ClCg�.l 8;MFRS ftilectieftift Rod C-0 Elderroi to 1-6-8,Interi 1�to 7-8-0.Extei
7-8-0 to 10-8-0�ne;cantilever left and night expow;and vertcal left and right expossi for meartairs and beces&MFRS
to,reactione Moan;LAYIWI)OL=I So plate He DOL--1.80
3)This Mes hw Dean designed for a 10.0 par toftan oncol live lead nonocnicurnernt ARM any enter live lead..
4)-This truss hate Wen designed for a live lead of 20.Opf Or,the bottom Mord In all aftene Where a rectangle 3 6-0 tall by 2-0-0 Ware
Wil fit cereal Me nofforn LIUOTI i any Mer..be..
5)Bearing at Joni 10,6 conYbers parallill to grain value Oslo,ANSIMPI 1 angle to porn forrecia. Buildlin,Weigner should verify
cap"of Waning surface.
6)Provide mechanical connection(by Were)of Russ to Wating plate OrPade of vichabandming 286 bufAlft Of joint 10 and M Ite Uplift
at I.Int 6. Thenars A.Agent PE No N380
MITO USAjBi FIL Cott BW
LOAD CASE(S) Slardand 0041ififtwEeNEWI.TarratFILMID
May 23,2018
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Lumber design values are in accordance with ANSlrFPl I section 6.3
These truss designs rely on lumber values established by others.
Mffeko
RE: J170606-1 -Andy Reynolds-Ocean Blvd Spec/JK MiTek USA, Inc.
6904 Parke East Blvd.
Site information: Tampa,FL 336104115
Customer Info: Andy Reynolds Hms Project Name: Oci�an Blvd Spec Model:
Lot/Block: Subdivision:
Address: 264 Oman Blvd
City: Atlantic Beach State: FL
NameAddressand Licensli Structural Engineer of Record,lithere Is one,for the building.
Name: License#:
Address:
City: State,
General Truss Engineering Criteria&Design Leads(individual Trusts Design Drarolings Shm Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 3 individual, dated Trusts Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Desifin lEn&ineer and this index sheet
conforms to 6IG15-31.003, section 5 of the Florida Board of PMAV" ' __1&UWV;E'JV**
No. Si Truss Name Date 11,,11 d1ahma% to tith thl, �taln 11 �Ifi��' ha— bell mwew,l
10/18
1 IT14000081 I HUZ wi�h the design hatent of the �"iC -r" --heeri'm DrapAred by
Ono ihr )P-: rhoine�r identifl"
12 11303 1 below This .,kr.wJ.d,m1t the- ht I : ,
responsibilities assocusah! with the prepprati�r f 3.1,4 toru�ionrs. nor
him or ai enhois- .1 ornissorS .,thin thr
REVISION -:rA/PP'1RCVED 0 APPROVED AS NOTED ONOTAPPROVED
BP#_J&-L-S n-0ei
DATE
7��_05-�,Jacx
SIGNED__MZ
OFFICE COPY
The truss dravvini refientraced above have been prepared by NTck
USA,Inc.under my direct supervision based on the parameters
E
provided by Manning Building Supplies.
Truss Design Engineers Name: Alberti,Thomas
0
My license reneaval date for the state of Florida is February 28,2019.
IMPORTANT NOTE:The seal on flivem thess,component d
"13as Is a certification,
that the engineer named is licensed!In Me junsificitords)idlenfilledi a mat the,
desgirs comply with Alili 1. riese designs am based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design coples),which were .......
ivan to Urals. Any pho slaeoffic imparreation inal ded is far MiT.W.customers
le aderencis pu rand was not taken into aunt in Me preparation of .......110%
thess,designs. Niii Ns not independently panseal line applicability ofthe design
parameters or t1he desigins for any xmicular building, Bame use.the building designer hph�A Ali IT 10.39380
should ver",appinstrality of design parameters ithat propeoy incorronste these designs MffdUU,Inc,FLUn�
into the overall building design per ANSli 1.Chapter 2.
nats
May 10,2018
Alberti,Thomas I of I
F'"
N.WE
7AM
4
3
72 15 0 lo
------------------- --------
IN F-2 144_��l 13 12
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REPMR�W �FIE� FABRICATE SCAB MUSS(SHOM AS S�D AREA ON MUSS
OR
CHORD PROFILE AS SHOINN. DEMN ORAWNG)USING TIE LUMBER AND PLkTES INDICATED.
ATTACH SCAB TRUSS TO ONE FACE OF FASTING MUSS�(0.131'X 31 NAILS
M 6"
(INTO ALL ALIGNING MEMBERS)PER THE FOItOIMNG NML SCHEDULE
2 x Ts-I RM.2 x 0-2 ROM 2 x G'S AND I-ARGER-3 ROM
TOPCHORD �Slaft.2 SPACED 0 V O.C. USE r MEMWER END DISTANCE.
SCMCHCIRD �Sla�
WESS �SPNP.2 UUMSERANDCONNECTOR�TES(SHOWNDASHED)TOBE
SCAMI TRUSS PLATES SHOMIN BOXED. CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S)
MUST SE FULLY EMBEDDED AND UNDISTURBED.
LIOADING C.0 SPACING' MEL- w LM GRIP
Tm 0.0 PIaaWGmPDC4- 1.25 Tc 0.83 VtU) M101W3 20 M� 24'VIN
TCDL 7.0 1.:26 BC 'I'VP VwKFL) �1412�13 MISS IN W18H �190
am 0.0 RIN lm� YES M &W Hwa(M) 0.G 14 ft Pas MiSSMS �Wlw
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TOP CHORD �-73WSi7.�M13,5-6=1404534,6-�71100,7-8-1"MSS,�W(m.
WT CODED 1�1�1 31,12-13-426MM,1 1&19�36WOS,17.18-NW817,
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May 10,2018
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3)Pahadle acedade cinsins,,s W�vmssl Ind1l,
4)AH ,sass a,a MT20 ,shms Mass M.instaefled.
5)Tivs I..he.been dhealed sd�aj 0�d Pat behave etsmal We lood...mOtni.,other 1.lh�
6)-Ths svas has bash designed!W a lw�of MOW en Ua,ta0a,d dhOrd�n all aness adhana a mcLM*�W by 2�aside
MU M heheeen the bekband cl,�ead"d�mastasse,ahMn BCM=10,OPsl
7)B�nngWloint(s)lg��p�wg�n�uMmMS"langle�gmn��
dihaadny a denunng sufface.
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masUp, MLVIMiao�.1.90�(.)..Wi�2ag(LC12).12-3WLC12),11-142(LC12).�l78(LC
12),10-1n(W 12)
RAW Grea AD beactlemay no Do w bass aft Private) 1 Dental 21),1�1049,111 17).i2WOOLC 1).11�440VLC
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2)W��E7-10;V�13WMh(�gL�O)V�IDInO;TCDL�.2W.MM=3.0pe.h-2W�;L=M�ft;�-
and earbrasal M and dam invossi for mentates sand
in.&MIAMeRS bar musemmes sman,Lumber DOL,1.50 pass grip CC)i
Pinar.ameni,ate drams,.preamet eater,runh,,
4)All planes a.W20 hawas unless cameramserandhartsel.
5)At plearres am 5x5 W20 undess mtherearsis achated.
6)This truss has been daingratel be a 1 On hat leatime numal bay Intel seem my Daher hey Insist
7)-This mas has been desegresel fier a he bad d 20 Opd an my tindeen Oran in A asses rehare a reartaingle�W by ZO-O sarly
the .c[sun!and any be,members,asth BCDL=I)�Opd.
8)Primus macluartim!arearearman Dy,anner,ear miss 0 baseball plans.,able d saffistarefing 288 lb.W at less 15,MS hitillift ad
,aml 12 142 lb.0ift d johat 11.178 fte UpW at put 9 and 126 lb U'lM a nare 1 OL
Timer,AL Ahere PE Ne 39HO
INTO USA,lim,Fl.Can 14814
DON Peru,Eae Wal Tai FL MID
May 10,2018
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ECIDI- lo.0 Coal FFKM1WIogt[KY7 mon"'gH vitaw.M b am%
TOPCHICIFID 2x4ENoft2 TOP CHORD Eambouram,�Morahan dr�y,,,,md.,6� patina.
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mes tt,AW�2 HOT CHORD Pagid coling dirm,tly appbod or�0-0 oc bracing.
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babi 5b=Z10(LC 20��47(LC12).&-VWILC12)
Max Gram 151"LC 21).1�1545(LC 1).9=lCg(LC M)
ROIRCES.
IMEBS M�090316.41-13-130451.4-1�73.�12-111WISB,
lllc�
1)Unimigarmal boyar aram boal bare pan normaderam!fm this clinagn.
2)Witil,A4XE 7-10;Vulat�-130mah(�d gum)Vasid-101naph:TCDL�.2pe,BCDI-�.Daaf;h-2N,B-Pift;L-3N. warba4ft;CaL
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forom&NIVFRS Air ..ahm,Lu..DOL=i.W pgam n,DOL=1.0
3)larmod. d"t.a.dranaga to premant aamr ocarmill.
4)All Plearm a.W20 alartatiml...atherramminummaj.
5)at astas am SxS MT20 wamm obtaining, indioram.
6,TNA.ima,barm d..g.W to,.10 0 19 bottaturn broad lum mam---amh my at'a'I'm loam
7)-T1p .him,larmann dam,noul W a lum loam!of 20.0pF On thm bobtabra broom in M Amp,immire a magaingle�O W by 2�vach,
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and V and 270 It,innin aft to.u
7h..a,A.Allarri PE No HW
M17kUSA,Inc FI.CmU34
69H Park�Ent ISINd Tamp Fl.IMID
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May 10,2018
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