1786 Atlantic Beach Dr roof revision CITY OF ATLANTIC BEACH
800 Seminole Road
0 Atlantic Beach,Florida 32233
Telephone(904)247-5900
U
FAX(904)247-5845
REVISIO Q STSHEET
Date: Receive Resubmitted:
Permit Nurnbei: it Gy� rz —&
Original Plans Examiner: Project Name:_Pffla�c ?6noCh Cou dyli CILAb
ProjectAddress: Vatist 1-Me PeMrl DV-
Contractor: -Mij lEwfttys Contact Name:
ConlarAphione :- Con ra�ll:_Q'Ccoggl (A' tDikhYr*Wk,�Z.
C50,/Plan Check I Permit Fee(a)Due: $
Description of PraFnised Revision to Existine Permit:
Additional Increase in Building Value: S Additional S.F.
Site Plan Revised: Public W/U Approval:
By signing below. I(print naw U P—(-)gQe,-S affirin that the above revision
is inclusive of the proposed c ages,
5aP Q—)1 V1
off'.U.only
u., -'prnni� Notif�by:
Plan Review Commear :
clax- 4c! PlE q5? To6 <01�e 19 P-ax A---
_PepeoAwnt review m uired Yes Ao-
Building V
arm oning
Tree Administrator Plans Examiner
Public Works
Public Utilities
Public Safety
Fire Services Date
wcv,adniiarl
laoi�.p., sun J�e
wasas".1—dames All 10:'Wwftjlll0l'Ct�.T40LXO��U.X�PEKII-DE�0"
6'M
3
2
- (3)131 x 3� IL LUSTERE IN
EACH OF TH L CATI NS
ass,
on,
4
'OFFIT 1-'-4
REMOVE BC AND TRIM BACK WEBS SO 5
CAN BE FLUSH WITH UNDERSIDE OF BIRD as,
BLOCK.DO NOT OVERCUT OR LOOSEN PLATE
ABOVE BEARING.SCAB W'#2 SYP 2x4 ONE SIDE Z3 4 4 �7 2.
AS SHOWN NAILED WITH�131 x 3-NAILS AS
�14
SHOWN. "o) a.. GM
Gnp DOL TC f� VZ4tLLTQ ..O'hl 4
LOADING(P.0 SPAONKI 2-0� 2"190
TCUL 20.0 Plot, 1.26 TL
'bar DUL 1.25 BC V.m(rLj 0-01 4
TCDL .0 W. H:t I
SCUL �00 0 . R Sao..W. NO we -0�06
BCDL 0.0 C:Pda FBC20140TP12007 -eight:23 lb FT=20%
LUMBER- TOP CHORD ..Pt
TOPCHORD 2x4 SP No.2 end v.mW.I--
BOTCHORD 2x4 SP No.2 BOTCHORD Idgki ceiling dimotlY applied or 10-0-0.branal,
WEBS 2x4 SP NO.- yff-c-k re-nnp-,,�-thst Sonalle.is ad required ones kneeing
be In Wiled during there erection.in accordance with Stabifier
Unotal't.b.in guide.
3=4eft,hWhankal,4�11161.aopmaoal,544911)5-8 Wnin 0-I-B)
Mas Holy 5-6,141-C 8)
hft.�U,103--33(LC 8).4---1 ft-C 1).5-190(1-C B)
Max G.3=!WB-C 28),4-�OLC 3).5=295ft-C 311
FORCES, pit-M., Wm,,MWs,Too �All Whom,2W(to)or mai.�C-Pt when shown
NOTIES,
1)Wiml.ASCE 7-10;Vult=130irph(3-swoolej gust)Vanal-10imph;TCDL-5.Opsf.BCOL-5.0paf;h-25ft;B-4611;L,24ft:eave�,Ift;C.A.11;
E,8,E.L.GCPI-0 18.MFRS(damaimmi); hillown Wit expert;Lumber D()L-1.61)Plate quip DOL-1.60
2)This there he.bein.theragend Was 10.0 Pat Who-count live load noncomanamt ship any rigon Nemands
3)-This Was he.been devlg�.d far.IN.load of 20hpof on the bottom chord In 91,areas whom.rectangle�O all by 2-0-0 wide will fift
between the bottom churn and any otherneemblim
4)Roper W gercens)for ttras to linne cmer.odcam. late capable of withstanding 33 to apid at pural 3,1 Ile WAR at Joint 4 and OFFICE COPY
5)provide mechanical wiverlich(by others)Of tmss to Weeng p
190 to uplift at Gind 5. -TOENAILD.R.11L
NAILED'Indicates�iOci(0A 4SN3')or 2-i2d(0.148*6.25')tcv-nalls.For mom aphougs Won to MiTek's ST
7�In the LOAD CASE(S)mation,Imad.applied to,w is.of the we.me noted as front(F) back S)
LOAD CASE(S) Standard
I i Dead,Roof UN.(Wfl..ed):Lumber mannand-1,25.Plans InvWaaa=1 25
Uniform I-sed-P11)
Von:1-3-fal.4-6�-20
lonammused Low.flat
Von:2=1 M(F) REVISED
FT
Digitally
signed by
Stephen R
Walsh
2017.01.16
Date:
STEPHEN.R, WALSH E.E.
=11.17:04:10
P 0 ld��',3,, -05,00,
Boca Raton FL 3342b
(561)362-0237 1/16/2017
P E #339i�
mjn"ohosi OUWwDMUuPEV4i_-...—jAAl-
5-7-2 IDA a""Am.'M
Sose-1,23.2
4.95[12 _4
NAILED
a" rzal,
3 --
(3),131.rNNLSCLUSTEREOIN
EACH OF THESE LOCATIONS,
4 0 F12
NAILED
el ras I
3
2
5
REMOVE BC AND TRIM BACK WEBS SO SOFFIT
CAN BE RUSH WITH UNDERSIDE OF BIRD
BLOCK.DO NOT OVERCUT OR LOOSEN PLATE
MOVE BEARING.SCAB 36"#2 SYP 2.4 ONE SIDE "LED
AS SHOWN NAILED WITH.13t.3'NAILS AS
SHOWN.
if&4 2 11-10
01 0 'LA MIP190
77�011113'Jmln 4E0 CSL 0.25 VM41 a �UZ Mi.
"W"Re" 4
CLL 0. pilots up DOL 1 21
C'L 0. L FT�20%
a.
S'LL D '"D_'rM_ .0 Weight 27 lb
Ran
L 1'. �Drdsa F13=14IT112 77
BMUN43- mrst,applied or 6 7-2 Malins. a--Pt
Sit. TOPCHORD Shodwal wood sheathing it
Is
TOP CHORD 2x4 SP N-.2 end venture
BOTCHORD 20 Sis No.2'Ex,,epr BOT CHORD Rigid muing directly applied or 6�W Mining,
32:N4 SP N .3 lFBIeWlInals and required chose bracing
a 1 a'"'Donernence Me
WIEBS 2X4 SP No.3 "s yeardand during"..froadico,I....nw-r-wiffi Stubtlear
[I�l
REACIDWS. (INelfe) 4,36M�.��1.5=4W.�ban�01,8�249M-6-B Mrr,�I8)
Ms.Hoor B-78(LC 8)
Max Up1ift43,NIJC 24).5-4(LC 5),B--189h_C B)
Max Gmv4=43(LC 131.6=-86(LC 3).B=296(LC 31)
FORCES (tb)-Ms..Cwp,Nax.Ten,-All allows 250(114orless onsidearen shown.
NOTIES.
I)WI�d:ASCE7-10;V.lt-l�mPh(��.�dg..I)Vao-iOimph;TCDL-'�Op":BCDL-'DP9,h-2'ftB-46ft;L�24R:..�.�ft:C-tlli
EIB:En.i.,GCPI=0.18;MWFRS(dir�ion.1);�.�til..r�ft--�w;so vedual left exposed;I-rioner DOL=I.W Plats grip
DOL=1.W
2)This tr...has been designed for a i0b Of botion,cbred leye load r.nconcoreent wish any other live loads,
3)-This truss has peen designed for.live load of 20.Opsf on to Whom chold in I a Due..he re.re clan,le 3�taul by 2-0-0 wid.ally M
,yween Me Whom choal and any oMer Maintains.
4)patertogind.00fol truss W truss connectkanaL to
I)Pr�ld���.h.ni.lmnn�ion(byotMm)Oft—a b.adlpl.W."bi..f�th.t.�dingUlb.pliftati6nt4.81buPllft.tj.1�ts.0
18911a.pliftrit0intli �-)rod-niiiii,For Mom details refer to MITaW.ST-TOENAIL Detail.
6)'NAILED'indereflas 3-1 Do(0 14B'x3')or 2-12d(D14WX3.25
puts Met noted as front(F).1 book(B),
1)In Me LOAD CASE(S)...for, fads applied to Me few of Me
LOAD cmIRS) Standard
1)Dead!.Rout two auditntred):Luorter re,res,1.25,plate un.....0.25
Drumm Leads(Pat
Van:14—,, _,-20,5-6=-20
lonownrated Loads(M)
Van:5-31(B)2=1 WE)
Digitally
signed by
N Stephen R
Walsh
r, Date:
2017.01.16
STEPHEN R. WALSH P.E. W-1-17.,03:31
P 0 Box 933 -05'09
Boca Rryorn Ft 33429
(%1)362-0217 1/1612017
I,E #3391 E
ass
ago
4;T
,=W_YD 8'�;.
a
fiese 1:12.6
TOO 172
2
U4 (3).131 NAILS CLUSTERED IN
EACH OF THESE LOCATIONS.
CK"n"'
REI VE EIC AND TRIM BA bb o..."'I
'OV 8C' BIRPLATE
'0
CAN BE FLUSH WITH UNDERSIDE OF
B Lo 8 'LU'
LOCK,Do NOT OVERCUT OR LOOSEN P
0
Bi , ,
FABOVE SEARING.SCAS 21Y#2 SYP 2hol ONE SIDE
SHOWN MAILS AS as,4
AS SHOWN NAILED WITH.131 X 3 -
S'HOW
HOWN.
1-2-10
--
12�11 — 0�5
p-g.�M.. X y 1.1.12�11�. �
PLATIES GIRIP
MT20 2441IN
Plate,Old DDL 'c '0 iI"2 �-nFc) -0101 6 W, 120
I'D
Fc—LL Pl:.�.G
, 0 Lu b
10.0 Lumber DOL 8 Hor�(TL) -0.02 3 NO NO FT=20%
0, L. "�a,
I Rep Shassis Ina Weight:11 to
J., C d BC2014TPI
Code F.C'f
BRACING,
�em- TrOp CHORD Breathing grovi sheallfinfifil dingoth'-PPIM or 1-10-15 do pumns.
TOPCHORD 2,4 SO No.2 extrap"no,vall.g.
IOT CHORD ;but SP No.2 SOT CHORD Rigid aging dine,101 applied a 10-0*w trading.
I Met Mrs and
WEBS 2,4 SO NOS ----e—n,d- jawfigg required cross brac Of
"TO — do
[fielt2lecidn' ,rear,ada.,saxafghotieRnStalfighter
Ind.
Just agloongil
REACTIONS. fifiralbO) �-W7/MbcmnI.I.4=S4p[,I-l2 (min.0-1-8).4=�7-12 poln.0-1-8)
Ms.HO.4-44(LC 12)
Mfix,Upjfift�-207(1-C 1).4-19(LC 8)
Ms.Gr.3-Ig-C 8),4=MO(LC i).4=34gl-C 1)
FORCES' (to)-Max,Comp./Max.TOO.-All ficates 250 fib)or leg....pt�Ifierr Itroan.
WEBS 24=-NW44
NOTES, -4ft;Clit,ll:
J)WIW:ASCE7-10;V�l�130mph(�..d,u,t)V.0-101.ph TCDL-5ap,d;8CDL�6.0p.f;h�25ft B-45ft L-24ft;Wve
members and fates&MFRS far rhora..shovon,Lumber DOL-1.60 plate Bing DOL�1.60
load norooncument ON,an,ater fi.looda.
2)This truss has been designed for a WD Psf Whom chad fifia' 11 are.,Me--real 3-d-0 tall by 2-0-0 Once will fit
3)-This Was"a been deal,rad for.ht.load of 20.0palf on the bottom hatign
beneath the bottom could and any other members
4)Refer to gimlerls)for ae W ..a ronecularl. finsfianding 207 lb uprit at fient 3 and 19 lb uplift at plot
5)provide malfienical cooperate,(by offers)Of thrin to hearing pfitt.�tlpbrslbla of a
4.
LOAD CABIE(S) Standard
Digitally
signed by
I be Stephen R
Walsh
Date:
STEPHEN R. Vii E 2017.01.16
1aaEr17:02:59
P 0 Box 933
80"Raton FL 33429 -05100'
t561062�0237 111612017
P E #-13915
y
has �Jqb He§ms�. Ifatgll fav,en'W611,17-Is 20
8,zos�,cvsamuflnroll eona
I,yy,yo_NIdJ53. wQ_YDP8X5yadB
3
7 7.00K
WRT
(3).131 x 3'NAILS CLUSTERED IN
EACH OF THESE LOCATIONS
ass
F�_?�E�'ANWD,TRI "'a
T, OF "I"
UNDERSIDE
R11T OR LOISIP PLATE
BLOCK.DO NOT OVE T
',S,,E 11A8MG.SCAB 26;fi�SYP 2,4 ONE SIDE
_PIa&W0_swJAS SHOWN NAILED WITH. 31 x 3'NAI AS
SHOWI,L Idol U1 PLATE GRIP
24 DEFL �Sfififi ��o MT20 S 2"1190
LOADING(Pro SPACING- CSI. �.12 11
11 TC 4 Ved(U.)
TCUL 20.0 Plate GdP DOL a Vert(TIL) _o03 4-5 �999 100
Lreather,DOL 1.2 BC 5
TCDL -.0 we HobdTQ Gull 3 No ba
BCILIL �.o Rap St..friar YE I Weight 26 lb FT 20%
BCDL 0 0 Cache FBC2014ffPI20(I mean
13,14CINCI
LUMER. TOPCHORD
TOP CHORD U4 So No.2 BOT CHORD and vcN.I-. fied or 10-0-0.b.clbg
BOTCHORD �4 SP No.2 R19W celflag fil.cUN-PP
WEDS 2x4 SP No.3 ---statifified,iddecured crass bracing
n=on,in accordance wth Stabil far
I in
nstallationjibAl
REACIftKINS. fib,,,d) 3-96M�O.ni.1.4-31"�1-1-1.5=33W-7-12 (asn.0�18)
maxHoat-112fiC12)
Nab,UpIIW._432ft_C 12).4--1(LC 12),5-23(LC 12)
lArc,G.3=10(LC 17).4=64ftJC 3). �-336(1.c 1)
FORCES. filb)-Mox.Com,.M...TiM,-All finc.,250 fift).r We.itorcept when shown.
NOPIES, -25ft:OnV511 L-240,eave-4ft;Cat 11;
1)Wind:ASCE 7-10:Vulft-IMinph(3-hucond gust)VaW-Iolmph TCDL�5opsf;BCDL-5.Gprfh
Emp 8;End.GCWO.18;MWFIRS(ifirecturnifi.rd"Eideri 0-1-12 to 3.1-12. union(l)�lA2 to 5-11-4�afia;cantilever left
.,.ad 1 and I.M.-I left-xPinsetc-c la,...be.and!forces&IAWFNS for reactions an.;Lumber DOL=1.60 plate grip 0,010.60
-load..
2)This truss has been deegraul for a 10 0 Pat od"Ohn due,IN.load thaddidurnant with an,other IN
3)*This truss has been designed!for,live load of 20,0pet on Me ou"chand in all areas where.reduagge�O 1-11 by 2-0-0 wide sell fit
between the bohom chord and any offer members.
4)Refer to gliders)far thus.to ficus d,nnedsons.
pagide Mechanical vionecto.(by others)of trust to beading plate capable of withstanding 62 IN uplifit at joint 3,1 to uplift at joint 4 and
23 to uplift at joint 5.
LOAD CASE(S) Standard
Digitally
signed by
St.ph.nR
Walsh
Date:
STEPHEN R. WALSH F.E. 2017.01.16
P 0 Bov 933 ..,.17s02:29
So�Raton FL 3U29
061)362,0237 1/16/20V
P E #3391-
Joblit — clili
sam
.usk-biaa
are
asuffics, uia abi
TN .. NLNO*11=
prizo.
to a----
aeac 115.2
T IzO FI-2
0072-
sit 11
2
(3).131 x 3'NAILS CLUSTERED IN
EACH OF THESE LOCATIONS
3x4
FE A 4
RE V DC No TRIM e,..ou o.",I
No 0 IRD
hl��EMA
KE-NWj�TH'MNDERSlDEOF`BIRD zxa�
00 PLATE
AN 8 LU H �M � ONE SIDE
C BEN
BLOCK.DO NOT OVERCUT OR LOOSEN PLATE
ABOVE BEARING,SCAB 40'#2 SYP�4 ONE SIDE
WIT 1 1 x . JIM ------- -
AS SHOWN 1�4AILED WITHAM xYNAIMAS
Plate SHOWN. GRI
Cau
Call
A Me puft as 'Nual 2;'.
LOADING(Psq a DOL TC
SPACINgi 2� 0
plateGul 1**25 TC ON 2�40 2441PI90
TCUL Umber DOL 1*25 BC 0.37 V."dTL) L02 4-5 �999 IN
C
TCDL 1000 a I or S We ON HoodTL) -OLIB 3 me VO Weight 27 lb FT 20%
0 0 Rep Shere,Inv YES W
Ced n J�Ift up
Mr�
SCM is ir-�S
BCDL 11LO Code FBCM1�1`121007 M_all
BRAl
wm�- TOP CHORD Steven,.0 inexamem,directly applied or 6�oc oudifts. except
TOP CHORD 2x4 SP No.2 end.Aft.b.
BOTCHORD 20 SP No.2 BOTCHORD Rigid calling directly applied or 10-0-0 ce bracing
WEBS 20 SP No.3 atekWmumis-thafBomealbers and request!close pred
be Installed during truss roxime,in ecoureance afth Strablower i
�Installation gede.
REAlMnObill. ftehifte) 3=23N.h.ni.1,4=-27N.hani�1.5=40M-7-12 holn.0-1-8)
Max Hors 5-1 12LC 12)
Max UP11113-47ft-C 12),4--27(LC 1).5--69(LC 12)
Max Go.3-42gUC 17).4=23(LC 10).5=468OLC 1)
FORCES' (to)-Max ComPlitifts Ton.-All order 250 ftb�or hear except�xhxm ex.n.
WEBS 2-5�-2901157
NM3- -4ft!Cut 11,
1)gued:ASCE 7-10;Vult-1 30mph J21-second gost)Viefted-1 01 mph TCDL-5,Opsf.BCDL,5.Opsf;N-25ft;B�4611,.L-2411;....
Eau B.Encl.GCft-0A8;MWFRS(directlinsiftiand C-C Extv.rj2)0-1-12 to 3�14 Int.risill)M-14 to b-11A zone;canglover left But
."I'seed;and vedcal left exposed;C-C for members and Imcas&MWIRS for aricii...h.n;Lumber DOIL�igftt age grip DOL=l
2 Tris truss has been derulimial for.10.0 Pat bofich,vold No beld noreconcument with an, that IN.loodl.
3�-Tinstruse has beend,simadf.,ir We load of20.O,f.nth. dom vvd In.11 Nxaz�ftva.revengi.3�hill NY2�Osldd aging
syNx,en the Whom chord and any other members.
4)Rear to 91mun(s)or tiger 10 truss connections. last capable of aftheaunding 47 to uplift at joint 3,27 to uplift at joint 4 and
P.1d.mechanical connection(by offism)of aftere 1.passing P
59 In uplift at)dmt 5,
LOAD CASEBI Standard
Digitally
. old
.gn,
Stephen R
Walsh
Date:
2017.01.16
STEPHEN R. WALSH P.E. (1--1)
Zr...c 17:02:02
PC) Box 933 -05,00,
Boca Raton FL 33429
t561)362-0237 1/1612017
0 E N33915
man,�,,xvan ron,J.—p., xhas IDWc���IMI�i5MjSMWT40�GFDJZrWgVZOBNLfyM3�lW�2N_aurUa
1 110._11
Saa-1:12 6
7.WF12 seat 11
2
S CLUSTERED IN
T, (3).131 x 3"NAI
EACH OF THESE LOCATIONS,
W E FF1
BS So So T
'SIDE OF BIRD
)R LOOSEN PLATE
By , , ;
RE E E C AND TRIM do SO SOFFIT
'A"
MOVIE
MOV
CAN BE FLUSH WITH UNDERSIDE OF BIRD
LOC M
BLOCK.DO NOT OVERCUT OR LOOSEN PLATE
SO, a -#2 SYP 2x4 ONE SIDE
FABOVE SEARING.SCAB n NAILS AS 4
S SHOW,
As SHOWN NAILED WITH 131 tc 3E
'N' N
WN.
SHOWN_ __VZ-10
DEFI_ In Ons) NO Ud PLATES GRIP
LiftuitiNG(Polf) 2� cell. LL 5 w IN MT20 201IN
Ic 0.16 Ved(U.) -0.[K)
TCUL W.0 Plate Grip�I 1.25 Ved(TL) -().011 5 phr 120
TOOL 0�0 Linvioner DOL 1.25 BC "it _(T
BCUL 00 Rap St..mor YES VIS ,IN Hor,,(TL) -0.02 3 his N. Wallin:11 In FT=20%
.S
0 0 Core FBC2014"It matm.
w�. 70P CHORD Samurai spood sheal dins,11...W or 1.10-15 no Videftes,
TOP CHORD 2xil SP No.2 "o"A and varthafte.
BQTCHORD 2x4 SP N0.2 BOTCHORD Rl,ld rallied,dir.fly applied�1"�no-Issuing
WEBS �4 SP NO.3
M'T 'hoo its FherFSidulfirem and requirail oress tinsilng
idftpud�nne
[uti 10. pd�.truss emlion.in ii.tappirs,yeah shatu'lloil
I ha letho
nma nsuld-6--_
Re,,TOftS. (Itimpre) 3=407IMerloplo.1,4=34OM-7-12 (ftprr.0-14),4=34�7.12 (.1n.0-1-B)
MdxH.is4I4(LC12)
Max UpIKft3N7LC 1).4-19(LC 8)
Max Grw3=1(LC 8).4=UO(LC I).4=34G(LC 1)
(to)-Max.Cmp.N.x.Ten.-All fooper;260(lb)or%ss Mootairen sfto�ot.
WEBS 24=-3261144
NOTES. h TCDL 6 thief BCDL-6 Oput h-25ft B-45ft L-2411;save-4ft:Cat.N:
1)WIW.ASCET-10,Vul�130�ph(�.�gu.I)V-M-101mp : . ' w te�mpoa�d m�-dQI.ft.xpMM;C_cI.x
Exp B;5ncl,,GCpi-0.18,MWFRS p1hrosional)and�C Excharanin zons;cmi,ever
nuarypers and fortas&MWFRS for terecitions shoan,Winter I)OL=1.60 plate do DOL-1 Sit
2)This true.he.them cmi,rund in,a 10.0 prif Md..�Ivxd IN.load nwwncumnl Win any other live Ifted',
3)-This truss has Man clealgrued for a live land Of N.0psf on the Whom chord in all arms where a rectangle 3-(14)tell try 2�side Wit"t
undesen the bottom ciond and any Me'members
4)Roper to sedans)he ads.1. a.conrenctI.M.
5)Provide hay0-ria-I ounapidion(by tM.).1 trum to Misirn,plam ciappy.of ynthistiandfing 207 111 uplift atyind 3 and 19 It pplift at Milk
4.
UMD CABE(S) Standard
Digitally
signed by
Stephen R
Walsh
Date:
$TEPHEN R, WALSH ES 2017.01.16
as 1--ia17:01:37
933
Boca Rator� FL 33429 -05'00'
1561)362-0237 1/16/2017
P E 93391E
pyae,I
_IT —jazi:Mho.
4
10
w 1 (3),131 x 3'NAILS CLUSTERED IN
2 EACH OF THESE LOCATIONS.
U4
5
SC AND TRIM BACK WEBS$0 SOFFIT
CAN BE FLUSH WITH UNDERSIDE OF BIRD
BLOCK.DO NOT OVERCUT OR LOOSEN PILATE
BOVE BIEMRINO SCAB 28'#2 SYP 2.4 ONE SIDI
AS SHOWN NAMUED WITH.131�Y NAILS AS
SHOWN.
plans Offeents, x 120-1-11
— — —,- I UM GRIP
SPAUNi 2�0 Cal .6FL at ftm� fid.; U. 2441111
LOADING(Paq C V.fiftub) 0. W20
TCUL 20.0 Plate,Bon DOL 1.25 1 Vent -0�
TCDL 1010 Larrati ML 1.25 E
BCUL 0.0 H.pdTL) 0, Weight 281b FTIN%
SCDL 100
B�N�
LUMBER. TOPCHORD R�ml�sho.Mi�gdi.lfly.ppil.dor�mpuhlns. except
TOPCHORD 2x4 SP W.2 nadvinfical'
BOT CHORD 2X4 SP 1401�Excrspt` BOTCHoRB paid behind directly applied Or l Oc bracing.
B2:2x4 SP No.3 —Mite-k—moommend.Mi.tBodulfilasto and fixtulard chose meting
WEBS 2x4 SP NO.3 be Installed during truse election,in...Man..van Stablice,
�Jrfi sd11aIl gYkle�
REACTIONS. fildhil..) 4=1MMenhanical.5�011v,bhrmbbxl.8=31M 6-8 (min,0-1-11)
M.H.U_112(LC 12)
MaxUPIM4 m4g(LC 12),8 Atift-C 12)
Max Gray4,ll4(LC 17).5=72(LC 3).8=319(LC 11
FBINGIRS. (to)-Max.Comp.NiA.Teb�-All hance.250(to)or sax axpelatemen sham.
NOTIl
1)Wind:ASCE 7-10;VuW-130.ph(�aebandl land)VOc-101firriph,TCUL-5.0int,BCDL-5.0,ef;r-2611;B-45ft L-2411;eevv�sft;Grit ft:
EVB;Enel.,GCPI-O.io.MWFRS(dir..fi.�.1).WC�E�d.q2)�1-12��l-i2.lnterpor(1)3-1�12W6-114zom;�ntileverie
exposed;end vertical left exposed,G-C far firountere and to.&MWFRS far beectola eficbmc Lumber DOL-1.60 Pare Ira I)OI_m1,6O
2)This three has been dealmind for a 10.0 Pat opmen otrand live load fideconclument Who an,other If,.days.
3)*This truss has been dualigned for a live load of 20.0ped on Me bottom clabod in.11 maps where.bactangfr�Oil by 2-0-0 ends Will fit
bareassin the but..ch.bul and any other members.
4)Refer to gibbons)be tolis W mass compebtlims
5)Provide me,darical connection(by offiers)of fifies W loathing plate capable 0 efthsandise 69 to uplift anjoint 4 and 10 to uplift at Pint 8
LiDap CASO(S) Standard
Digitally
'I J by
Stephen R
Walyh
Date:
2017.01,16
STEPHEN R. WALSH P—E-
P 0 Box gu
8ma Ranon, FL 33L429
(561)362�0237 1/16/2017
P E #33916
re 16-11,
a Up
de
NMI
Seades 1o9A
7.00 r1_2
W 11 10
-W 'll 3 "! (3).131 X -NAILS CLUB TERED IN
W `0
2 EACH OF THESE LOCATIONS.
J
xS a
REMOVE SO tSIIFIT
MOV'
CAN BE FLUSH WITH UNDERSI%0'F'B`RD
LOC , FLA
BLOCK,DO NOT OVERCUT OR LU IN TE
", 1 0,
-412 P 2al ME
FABOVE BEARING.SCAB� S�Nal _SIDE
AS, 0,
As SHOWN NAILED WITH 131 is 3 S AS
S SH'�N 3-74
HOWN,
DEFIL in goal stand Ud
02 5-a >999 240
SPADING6 2� CSL MIT ed 90
L Pines Grip DOL 1.25 VOMTL) 403 5-6 x999 left
TCLL N a(2 0 TO 026 V.NUL) 4.
CDL Ir
0
rCDL �00 Lumber DOL 1.25 - H11(TL) 0,da 4 NO NO Weight:29 M FT 20%
3CLL 0:
3CLL 00 Rap St..Iner YES
3CDL too
3CDL 0 0 Code FBC2014)TPI12007
BIRACING�
LUMBER. TOPCHORD Stm�ml�s�WhiNdimgyappWor"�ocpudins except
TOPCHORD 20 SP No.2 and wmicale
BOT CHORD 2.4 SP 19.2'E.Pr BOT CHORD Rigid coding,Maeafty.pirlial or 6.0.0.belong.
32:2x4 SP No.3 Myak armaxam,aa that aftenalle.re and measure!cro.bancleg, I
WEBS 2,4 SP No.3 be Installed damil posserectism,in..Mon.with Stablufter
1.1.11.11cm guide
R,,MONS. (lersize) 09Oar,aft.ndall.5=3apMNdymI,,a1.8=336M-7-12 grahn.0-1-11)
Max,Hom8-112(LC 12)
Max UPIM4--66(LC 12),8--23(LO 12)
Max Gn.4-1050C 17).5=&tft_C,3).8�336LC 1)
FORCES. did-M...Cgorp.Mirs.Top.-All fortex,250(m).11naterse-Pt,aftan shown.
N�
J)WIN1i ASCE 7-10;V.111,030mph(�Oesxbnxd g..t)VmsNI0Imph TCU-5 trust BCDL-5gpsf; N25ft;B-45ft;L=24ft;eayw�411;Cat.11;
E.p B.E.L.GCPI-0.18;MWFRS hfiremlorw a DOL=i�60 plate grip COL=1.60
.V..d;end vertical aft exposed;C-C tor members and forces&MWIFRS far Nation..1hown;Lumber
2 This Mass has been designed far a 10.0 pof bottom chord live load pareandurrenlemn any other 11.yal -0 wide will 61
3�-The"..has been designed for a live lead of 20.0ps'on the bottom chand In all areas where a rectangle 3-6-0 tall by 2�
between Me bottom chord!ma,any other musenlose.
4)Roper to guddds�for those to lines compactors. refunding 66 It uplift at joint 4 and 23 Ib uplift at joint B,
5)provide mermanIcal connection(by othend of true.1.buming plate capable of art
LOAD Canal Standard
Digitally
signed by
:111 Stephen R
Walsh
N" Pate:
STEPHEN R. WALSH P.E. 1.1,, 2017.01.16
.1same 17:00:53
P 0 a..933
Boca Rahr, Fi 33429 -05'00'
1561)362�0237 1116/2017
P E #33915
Luminswum, vella.lpcxr"�' .11
I
U� hyl,10511hrOodul
IDW1ad1M1dj53QJsMaT4yft-k0-8 a6Y3w,PK =y
soms.1:12s
2
(3).131 x 3"NAILS CLUSTERE INI
.4 D
C _BE LC
EA HOF THESE LOCATIONS.
M E OVE BC AND TRIM B F"TT
MO AUK o"Ue"
LUSH, C
IN BVE F ITTRMUNIERS"ID'E"OF BIRD
IBLOCK DO NOT OVERCUT OR LOOSEN PLATE
ABOVE BEARING�SCAB n-#2 SYP�4 ONE SIDE 5 4
As SHOWN NAILED WITH,131.3-NAILS AS set
SHOWN. —v 2-1141 �
:jl��.tX 1�12�1 ��
LOADING gat SPACI� (ite, stop W
EFIL. in PLAM GIRIP
0 21�-O Dig 0�
7� Dig 2"1190
TCLL 20.0 Plate Grip DOL 25 TC I V
—0 1--ve'!—(
1.2b MC ' I
TCDL 10.0 Lantoor DOL i.25 C. 010 VwhTL) 0.00 D
BCI-L 0 Rap Straa harr NES WB 0.04 Honr(TIL) 401
de M hftx�1,
BCDL 10.0 Core FBC2014�PI2007 M.Mams Weight:11 to
LUMBER. BRACING� -1-1 oc pudins, except
TOPCHORD N4 SP No.2 TOPCHORD Sproxfornal wrood sheathing dead',.000 or 2
and vesthcex�
BOTCHORD 2x4 SP No.2 BOT CHORD Pigs!osilln,directly ap,li.d.11 O�.1 orweing
WEBS 2.4 SP N,3
Mflak rectunmends Mat Stabifibers and reculel cress trading
be installed duran,;"as ralifich,In M,c.rop,le An StDinflear
REACTIONS. (liftisla.) 3=A0gNach.nIr.I.4=14011duchuelle.l.5=39W-7-12 Mh.0-1-8)
M xtion,5=00-C12)
M:x Upliffl-101)(1-C 1).4--140(tC 1).5--22ft-C 12)
Max Gmv4=6(LC 8),5=399ft-C 1)
FORCES. (lb)-Mex.Cern,jivia..Tan.-All hunw.250(lb)or less except Men shown.
NOI
1)Wind:ASCE 7-1%WIt-130raph(3-second I Vrard-1111raph.TCDL-5.Opsf:SCDI--5ftpdf;Ift-251t;5=45ft;L,24ft; awe=4ft;Cut,11;
Exp B:End.,GCa-0A8;MWFRS(directional)and C-C Exasuror(2)vsye;cantilever left exposed;end Yerfical left axp.x.d;C-C fin
manniftem and forces&MFRS for rewders,an..:Luelft.,001-0.60 plate grip DOL-1,60
2) Trus."seligned for wind eade In the plane of Me Mass only. For stude exposed W Are!(norrel le Me fare).ses Standard Industry
Gable End Details as applicable,or consul qualified building dftlgn,r,s par ANSUTPI 1.
3)Gable studs spamd at 1 t-0 m,
4)This truna has been designed for a 10.0 Pat bottom chord Ilue and,maconcturent with any other fix.sards.
5)-This thes has been assigned for a We Wd of 20.Opsf on the bottom chord!in a,areas where a rectangle 3�O hall by 2�O wide All 01
between the botarn chord and any other merathars.
6 Refinto g1rdens)for Mrs.to truss connections.
1�Provide Mechanical connection(by others)of mus.to lowering plate capable orwifthuneuding 109 In upuM.tJ.1nt 3,140 lb uplift at joint 4
and 22 Is uplift at joint 5.
LMD CMIE(S) Standard
Digitally
gned by
sta,hen it
Walsh
V� Date:
,, 2017,01.16
STEPHEN R. WALSH E.E.
P 0 Box 933 ..s17:0:18
Bou Raton FIL 33429 -051001
t561)362-0237 1/1612017
PE 03391.9
does fiAxi fikr�An ism D is W17 fiese I
T19 7 itKaHords--cphi
19
prown'..hpown.shrow"Undenw.."..
Wcviz MldfiM�74OL"�N"KJM2XRUWYDD��UDIO�MMM59Adopt
2-1-1
2-1-1
Smis 112.0
bel it 3
Tel 2
TI [-(3—)--1'31-X-r-NA—jLS—C—LUSTE—RED-Nj
REMOVE PC AND TRIM BACK WEBS SO SOFFIT
CAN BE FLUSH WITH UNDERSIDE OF BIRD
SILOCKDO NOT OVERCUT OR LOOSEN PLATE
ABOVE BEARING.SCAS U'#2 SYP 20 ONE SIDE a 4
AS SHOWN NAILED WITH.1 31 x 3'NALS AS
SHOWN
I
144
Plate Offirei [1,0-14 0-1-81
LOADING(pro WAa� 2� DERL In (K.) 1:'1 11 p—. GIRIP
TCUL 2 0 Plate Grip DD 0.00 ari OW s
L M Vast MT20 2�1190
TCDL 'I turner,DOL i.2fi ydi
Vardi
V
imor
IUCUL 00 Rap Sahara In. YES Hodi
EUCDL lon Code FSUC2014"12007 Weight 11 Ift FT 20%
LMKR.
TOP CHORD 2x4 SP Noi TOP CHORD pecaft
GOT CHORD No Sp Noi and vertical,
WEBS 2X4 SP Nei BOTCHORD pilgid califirs,ididecti,.,fied or 1�ad coming.
MITek-urneornmends that Sterilizers add recorded crass brooding
he named during Ims areclum,in accordance win Sensitizer
Installation Vida
REACTIONS. fiflarecon) 3=409ohnichankal,4=-140011sloncifirinfici 5=399i (on.0-1,8)
M x Hod,112)
M:x Upflffl�IDQLC 1),4=-140(LC 1),5e-M(LC 12)
Max Grow 4=5LC 8), �399LC 1)
FORCIES. (to)-Max.Compi Ten.-Aft forces 20 filb)or land except Men shown.
1)Wind:ASCE 7-10;VurefTenph(3-AeoondfgxUd)Vasd=101mph;TCDL=5.Gpf,BCDL=5.0p.1;h=25ft;B=45ft: Un2411:mi Cat 11;
Exp B;Encl.,GCpI=i MWFRS(difirecturned)and C-C Exhatior(2)daider;cantilever left exposed;and nhurfical left expoi for
fiftediftes am forces&MWFRS for deductions shown Lumber DOL=1.60 plate grip DOL=1.60
Throw disagreed for winel loads In the phone other Wes any.
Gable End Details as applicable or concult quallfired building dealginder as far ANSUTPI 1,
3)Gable Mono spinced at 14-0 cc.
4)This other has been designed far a 10.0 finsf Whom chuhJ live Ided ronermichiment Aftfir any other Iwo sands.
5)-This i.e.he.Nixon method far.live land.120 Opst on the bottom chord in all areas Mere a rectangle 3�fail by 2-0-0 wide will fit
between%a Whom card and any other rouremband.
6)Refer for orders)for truss to[rose connections
7)Prowide mechanical commuction(by the.)of prent to therching plate capable of withstanding 109 to uplift ant joint 3.140 to Uplift at joint 4
and 22 It,ofish at joint b
LOAD�Isi Standard
Digitally
.s ed b
fign y
/c 5114niiii Stephen R
I Walsh
Date:
STEPHEN R. WALSH P.E. 2017,01.16
P 0 Box 93.1 r..16:59:56
Boca Rai Ft 3�,IA2 -051001
1561)362 0237
P E #33915 1/16/2017
saires.."fors"es', 11 some lewilAma Jm25M6��1010.��26�l6�k��W.lwnJar�717
_4�
2�
Scass-IMA
sexual
I 2ef
7WF12
U4
3 (3).13—.3'N=
11 AILS CLUSTERED IN
T% 3,T, ..
EACH 3 ESE LICITI
2
14
RE E BC AND TR CK IIEBS SO SOFFIT
MOV 'M SA
MOV CA
CAN BE FLUSH WITH UNIERS1 DE OF BIRD
US'
B Lo
LOCK.DO N(T OVERCUT OR LOOSEN PLATE halt
SYP 2x4 ONE sw
SO I
ABOVE E:EARING.SCAB 6 7 a
V
S SO
IDE AS SHOVIN NAILED WITH.1311 x3'NAILSAS 2*4
"'Aft,
SHOWN.
�_M 12�1
P1a1ftOfftwts(X,Y)- 11,0�2-1
IDEFL. In goo) bad Let PLA S
Varfil.l.) 4.01 6-7
CUL 1��i. TC �Srlfi 240 MT20M 24411PI 90
LOADIN
_T __G1z do DOL. 1125
TOOL Lumber DOL. V.,qTL) -0.04 �? �999 1 K
BCUL R p Share Ina Hm(TL) 0,02 6 ran Wis
BCOL Me FBC2014J`TPI Well,at 381 b FT=Nis
LUMBER. BRAM
TOP CHORD 2x4 SIP No,2 TOPCHORD St.du.I.MsheaMingdima�appl�dor64��pudins. except
BOT CHORD 2x4 SIP No 2'Exame end waificals
B2 2x4 w No.3 BOTCHORD Rigid ceiling clearly applied or 1�oc trading
WEBS 2x4 SP No.3 WITek rewimmirids,that Statifflomismal required cons briming 1
SLIDER Left 2x6 SP No.2 1-6-0 be Installed danng truss enamor,In accordance wifth Stablifluer :
[installation guide. I
REACTIONS. lWanim) 6=1711MbaarbaI,9=360?0-" (min.0-14)
Ms.Has 9=68(LC 26)
Max UpiftS=-S4(I_C 5),9=-39LC 8)
M.Grea6=177ft-C 29),9=360(LC 1)
FORCES. (to)-Max.Comp./Max.Ton.-All faces 250(lb)or less except when shown.
BOT CHORD 3-8=�26199
NOdl
1)Untainhunded molf live Ideas have been considered!bar this design.
2)Wind:ASCE 7-10;Vult,-1 30mph(�bpxandl gurt)Vsad=HG1 mpflft�TCDL-5 Oar,BCDL=5.Opsf;h=25ft;8=45ft:L=24ft,eave=4ft;Cal,11;
Exp B;Encl.,GCp=0.1 8;MWFRS(dimoboarvarl);Lumber DOL=1 do plate gnp DOL=1,W
3)Prodde adequate drainage to prevent sister posting.
4)This base has been deegned for a 1 0A Pat bottom chord live bad norconcumard WM any other live lome.
5)-This truss has been designed for a live load of 20 Opal on me Whom chord in all areas whom a rectangle 343-0 add by 2-0-0 Woe vall fit
between the bottan chonj end b,other olirbas
6)He%,10 ifirdith.)for hass to mass connections,
7)France mechanlcal cambfion by othern)of truss to beaming plans cappre of Wthslanding 84 to uplift atJoint 6 and 39 to uplift at yint Q.
8)'NAILED'Indlostax 3-10d(g148rxr)a2-12d1(10.141IN3,25')los-nall For mon,derels refear to MITek's ST-TOENAIL Detail.
9)Hangm(s)or otner connection deviods)shelf be pirmAded sufficient to support cancernimmal Insists)152 to down and 132 It,up at 4-0-0
on top chord. The densigneeleaflon of such connection device(s)Is the nospanoblify of ofthem.
10)In the LOAD CASES)salmon.bads applied to the face of the truss am noted as Pont F)or back(0).
LOAD CASE(S) Standard
1)Dead+Roof Live fibeanced):Lumber Inawss=1.25,Plate Inamase-1 25
Uniform Loads fall)
Ved:14=�.4-6=-fil),8-10--20.&7=-M
Concentrated Loads(to)
Val:4=47S)14=-15(8)
Digitally
signed by
Stephen R
Walsh
Date:
2017.01.16
STEPHEN R. WALSH P.E.
P 0 Box 933 --16:59:38
Soon Raton FL 33429 D5'OO'
1561)362-0237
PE #3391E 1/16/2017