610 TIMBER BRIDGE W - TRUSS DWGS F 2-f—Jill 0.----F2-F-291§ -[-4 -will
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52
J09 n n J09 HOMIES
14 FILE COP T
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J09 SUBDIVISION:
J09 Atlantic Beach Count-
J10T LOT NUMBER
J11T ilo 168
ill MODEL:
U 06F T16 HamptonB Custom
DESIGNED/CHECKED
U=51U T17 EAC
TIS
TIE
T20
T21
HT 6 T TRUETRUM
23 #DRAG LOAD APPLIEDTDU� HT 6 T 2A A ORUM GIF
EN INEERING FOR ADDiTION,_INFORM ION.
41 HT 6 T
HT 6 T
F G 1111
F01 HT 6 T
IN PE,
FOI T24
FOI 1. P803
F02 IN F 2 T25
F02 1.
F02
P03 eAP9"
F:: 0 EX
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ROM . . . . This drawing is not SUfficlent
F03 E E E 2 2 T26 alone for installation.
T26 Additional instructions
P03
X I -accompanying this drawing,
F04 IN GO i T26 including BCSI-B1,should be
F04 IN FBI FEE FS2 FG A -2 T26
used in conjunction with the
F04 IN T26 architectural and structural
T26 plans during installation. If
F04 BCSI-B1 has not been
FGEOl PGE03 shipped to the site with the
3410#DRAG LOA TUO components shown on this
REFER TO SHOP —1-
ENGINEERING F A ITIONAL INFOR)—. ilo
page, please contact Apex
ml�IHB�10 BE CONVIENTIONA-LY FRAMED Technology for a free copy.
T30 Permanent bracing for the
T31 building, including bracing to
resist wind, seismic,or other
T32 lateral forces, and permanent
T33 bracing for all structural
T32 elemen he responsibility
of the n
T34 Innei f Record for
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X TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APE 49 11" 00 A'
Y ILL g)(TEFIO1�ILLS HELD I, FOR SHEATHING ID - 4�'
X �CHNOLOG INC.,A FLORIDA OR\ ..* 0
ATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 . ..... ... \4'
it I lam; flngmtatwm�
[11 IMMISNOMME 14SUM111 1 1111� 1 1 111 M
=--- 397AMdem - Is
GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES ESTRAINT& RACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
R or
Truss are not marked in any way to identify the LOS guadds no dean marpooddy Up,ningths imado qua, RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAs mEDzDAs DE LA zNsTALAcz6N DE LOS TRUSSES REsTRrccz6N'ARRZOSTRE PARA MUSSES DE CUE)i ELAS3X2I`4X2
ad
frequency or location of temporary lateral restraint lderstoolquie Is demands 0 houdeasoadea,de hissureadenn lateral (5) DON'r overload the crane. 1)Ini ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 0MRshfiento diagonal bracing
%h!"i spaces so-
and diagonal bracing.Follow the recesurrognmendations y arpostow diagonal Promenades.Use las recomencessoodes ,none
for handling,Instal and temporary restraining deravesyd,Indifebachat,residencies,yarspeade townyhoralde NO subuturecargage Is Broad trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-37-**for more
and bracing of trusses.Refer to BCS1-Guide to Ars,trusses.Use or hoped? bracing(Ease below).5)Install web member plane diagonal bracing to stabipale the first five information. an mama�
0 NEVER USE banding to lift a bundle. trusses(See below).6)Install bottom chord temporary lateral restraint and diagonal bracing(See
Good Praia coo for Hand no.Installing.thwgralloughd ogya Or Manedo. Residency,y Anslostue de 1- Vea Ed resturnern BCSI-87-y
at Isdracince of Metal Plane Connected Wood Trusses de Insaider,General con bell oku& NUNC4 use las saboduras pars Adventist on deduced. below).7)Repeat process with groups of four trusses until all trusses are Set.
Trusses `for more detailed information. ingra arthershol mi destallarde, pare ni Interpol "T
Truss Design Drawings may specify locations of Los oddi de disaffin UP Los trusses poiddeare endesupfinger A single lift point may be used for bundles of 1)Instate lips afflostres de thessaw 2)Inspashe el pribered,trudds,y ate seappeauthente of incidence Be .........
if
berma.3)Ingstahe loss proctorial 4 trusses min hibernation lateral temporal Be chriention;corts,(ses, Apply d T 7 11
top chord pitch trusses up to 45-(13.7 m)add abal 4)Ingrate elf ardeentry,diagonal de Is trustee superior Ivear Shessuiph 5)Instale arristage "agatual In ace I V,nic",
permanent lateral restraint or reinforcement for Ass,lapplabachines de restdocidin late,in .........1 5, webs
radwiducal truss members. Refer to the BCSI- national an los pirgembi individuales del trundes ber Is parallel chord trusses up to 30'(9.1 m). diagonal pare Ing planes de lod,mlembros sustrandance,pare estabilice loss priesperses cirans trusses end of c I v dod, t, rl�
B3* y for more information.All other permanent hi rhosurned, 3C5fhL-."**pare All practical E) use at east two lift points for bundles of top AVVARNING Do net ever load supporting (veas ababo).6)Ingrate Is lateral temporal y arraboducas diagonal pare Is disorder inferior bearing locations.
All lateral restraint
bracing design is the responsibility of the building resso de loss opecauses de aniostres permanderides,son as chord pitch trusses up he 60'(18.3 on)abral Structure with truss bundle. (ween abbi 7)Relate f5date proacescaniento an goods.de orange,trudegues,reduce que fades Ads lapped at least tood,B, SOS.
designer. lel chord trusses up to 45-(13.7 m).Use a t trusbass astaks installedics. 'Top chord temporary lateral restraint spacing shall be for of md odc.gral for 3x2 chords
rebabonsomwidied del dabeessador del edition. three lift points for bundles of top chord beceha' jAD VER IRENCLA I No scationassairgause Is and 15'U4.6 an)old.for 4,2 chords.
trusses>60'(18.3m)and parallel chord trusses &structure oleginksbas con el Language Be EM Refer to BCSI-EIgtancy for more informatuor. I I/
AWARNING The consequences of improper >45-(13.7 an). trusses. nots at resented SCSI-Ali pare mi informakidn. INSTALLING - INSTALA 11"lot
handling,erecting,Installing,restraining Puede user on solo lurgar de levantarpause lip- 'Z Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES r io, 11��"o,
and bracing can result in a collarese of the questes de Trusses de As coneardes superior hadna 45' .0 Tolerances for Oult-bef-Plane. j Max.Bass I...Length
structure,or worse,serious personal injury y triessed,de cusenceses paralegals de 30'o trends. pass pameates dis trusses an one prostablain RgESTRzccz6Af1ARR10STRE PARA TODOS PLANOS DE TRUSSES Toleranteas pare Fuserne-de-Plano. -3/4 12-5
or death. Use per 10 mends dos purstos de lessawater con eatable. This restrairt and bracing method is for all trusses except 3x2 and 41 parallel chord trusses li Lindi I Max Bow D/50 D(ft.) (19 TO) (3.8 m)
gropes de trusses de cuencoa superior mclonacia (PCTs).See top of near Column for temporary restraint and bracing of PCITS. Ale, 1/4" 1. 7/8" 14 6'
IA OVER TENCLAU El regulated its on marl hasps 60'y trusses cis cderi padepelas hake Is drom to 3 0) (22 in) (4.5orm
levantarroakentes,instalachm,resterigoi y arryoustrie 45'.Use per Its members dos pornbas de leddentar con gropes de trusses cle emerge superior pachaparda Ents nothousto de destruction T,themostre de pare took,species obacepto trusses de couples comashas May Bow In r1-1 11, 1.
Ancordectin puesde,set Is conear she Is estorprooda o many de i trusses Up worst paschelas mass de 45� pPCTs)god?y 4ha?.bass As parts superior de Is columns pare la distinction y announce,temporal de PC7s. 2' 167
Max.Bow be (13ronom phs 6 ITT (25norm LET rom
sun poser,Lesions is renguestrus. 1)TOP CHORD CUERDA SUPERIOR ------- in - 1-1/8" 18,6
.Ljj/L� 3
ACATTioncif Exercise Care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 5 More in pog im (29porn (5.7 orm
U=N4 led ,e,line 1c 4' 1-1/4' 20er
banding and handling trusses to avoid ig pg IwBiw Of glo �Z��'0)w=000", 10 Tolerafn (2� m) (1,2rm p2orm (6.3.)
hi
�% #a
h kg �,4 ""
damaging trusses and pre, into We RECOMENDACZONES PARA LEVANTAR TRUSSES ZNDZVZDUALES dar �wmflc I me"ai co"no 1-14' 5' 1-3a' 22,R
personal protective spurred =Using a single pick-point at the peak can damage the truss Up to 30' for(3 an)c.c.max. Taterrouncials,pare D/50 mas I
rest,hands and head when working with (9.1 an) (32 mind (1 5 in)
Al
trusses. 'r
El use de on solo hagairevor elpicropedurnar levenotarpudde so-or less Feaughmse-Flonsaide. t 1 6
30'(9.1 an) B'(2.4 Up)o.c.max. (38 airm (Ignm 1 (LB'durm i (L.To
hacer daids III truss. 4 Ode,
-I CONSTRUCTION LOADING ��mm (21m) 1 (454m) 1
a' �4r, W t_._
'Znt for phy'o eyes, PILIX
MWYMN Utflice cautela ad guitar las artabledrad, 5'(13.7 m) 1 3/4" 7'
do had,pesewhous che metal de sojetar parts after game a 45'(13.7 dr)- 6'(1.8 m)car.max.
peak trusses y indication Is henda spersonad. Lleve Amproi 112 60'(18.3 an) GARGA DE CON57RUCCZON se. 1 (51 prom 1 (10.1 om
el equapic,protective personal par,ojos,pies, Acepecougglunual lbodammmul Teduld, hands hanyouth 60'(18.3 m)- 4'(1.2 par)o.c.max. (S) DO NOT procaped with construction until all lateral po2A in)
manos y catess,cuandis trabagis con trusses. TRUSSES UP TO 30 pull ano restraint and bracing is securely and properly in place
special care In cuideacku ESqui an TRUSSES HASTA 30 Pigs 81 an)- l W
windy weather or chas thershishos,0 cistrif 0 Q
near power lines do bass eldarthod,co 7 *Consult a Registered Design Professional for trusses longer the '(18.3 an). NOpurpowda con Is constroacesparn hasps blue Ideas las
and embers. de aernotectereps. Lownto Spreader bar JAIlia clones haterples L,Ace,amostres estis,codocapacts an forms Miderlud Height
A 3`m Be a on
me or bar abuse a,saffixed E,Ms., de 60 pies.
JgZVZDUALES
a cruise
.,P,..'As
hands ars"
..'Sao To a.'a
rom As des Th AS ork So Pon
do".
Too-in oe-in of height See SCSXfl for TCTLR DO 40T exceed maximum Stack height.Refer to BCSj_TpPi Gypsum B08W 12 (305 min)
options. for more intonation. Rebound or CS8 Winds oped
ns
pass el 9 CSZ-S 2 pass LOS op�'csii One,UP TICT.R. -
Spreader bar Spreader bar Los to NO exceeds las alturas notersomas do moll Visa at resumed PhaphistSomaked, 2 boundes,
,In
or..do r"'i SCSI-Bi pars,miss infisomackab.
Tagerne 8,magoode ad to Refer to BCST-B3u**for
or truss Is UP TO 60(183 dran or Concrete Block 8'(203 harom
HANDLING 60 11. Sol tudeas length Gable End Frame restraint/brading/
Is un .1.1 reinforcement informal Claylpre I x4thashigh
leareinotherse In brarestuccussil
.11. to a o pare Arrybustoods s
MANEJO Fj Hold each truss in positon with the erection equipment unfil top chord Temporary lateral restraint IlLstna
Hastialabs It unmen BCSI
is installed and the truss is fastened to the bearing points _T for or 4 NEVER stack materials near a peak,at mid-spain,on couroblessigurs or oversaings.
EmAvoid lateral bending. ligute:Ground bracing It a they.
Evils Is flacaptan lateral. Use proper rig- Use caused aproadado Sosterigh,cal trusts en posichon win eckuloo cle gisma haste blue Is restraccOn lateral temporal Us Is Truss attachment NUARCA appe has macenales cases de on pica,a centins de Is has,en
ging and bobstang pare,Ankontar a cuordis superior Bale pastellando y at truss Bass assegurcedo an has scescurpose. 21 Repeat diagonal braces for each surt of 4 trusses. required at support a) candlethers o aderobs.
EMLine controplear is responsible for equipment. i.column.sar. Repita los afflupouldres diagamantes,paposs ends groulth,de 4 fireplaces. Section A A DO NOT overload small plagued or single trusses.
property receiving,unloading and stoning INSTALLATION OF SINGLE TRUSSES BY HAND 2)WEB MEMBER PLANE-PLANO DE LOS 14ZEMBROS SECUNDARrOS NO soutorsheigurgype pecrumand,grourow of trusses individuales.
the trusses at Me jobsifte.Unload trusses to RECOMMENDACCZONES DE LEVANTAMZENTO DE TRUSSES ZNDIWDUALES
smooth surface to prevent damage. POR LA MANO LATERAL RESTRAINT&DIAGONAL BRACING ARE Place loads eve,as many trusses as possible.
El coustrathste Hand Is riesuarboubilidend de e'fi I
VERY IMPORTANT Colieffia,Lady cargos single tantody trusayes combe sea guesible..
misgue descarger y showearder adwuad�men� 21 Trusses 2gy Trusses 301 r i
I Position loads over load bearing -
late bousees an Is pare.Concerned,loss trusses an (6.1 an)or ii RESTRi LATERAL Y EL ARRIOSTRE DIAGONAL Colleague las cargos apple Ids parr=scackarguntes.
Is decide lisp pares proviond,of dablo. less,support �,9As,,-,)p-Prg1 SON MUY ZMPORTANTES! Diagonal
r beef bracing -ALTERACIONES
neargeseek., qua r pan CUT AIRPO lai.fo[Caffien ALTERATIONS
Sophorge, Soporthe de Truss Member six =Refer to SCST-BS.O-* Truss bracing del for do*.
cersoa at pica loss coal ses,at recession SCSIT-85.
/as trusses Trusses up to 20' -e. de tramo loss Trusses Up to 30T Web members
de 20 pies o (6.1 in trusses -30-1 0 DO NOT cut,alter,or poll any structural member of a truss unless
(S) DO NOT store NO shmaidearge menos. Trusses hades,)20 pies pies o mends. Trusses harets 30 pies specifically permitted by the truss design drawing.
unteraced bundles perthealmente Age; NO Cents,altere be perfore narippro memptand estructural de on truss,
upright. thresses suedi A a directors que pare eiagenefficamente recouped an of damage del cluseek,
• Trusses may be unloaded chrectly on the ground TEMPORARY RESTRAINT & BRACING T B del truss.
at the time of del very or Shared temporarily In RESTRICCION YARRZOSTRE TEMPORAL chords Minimum2'2x Scabblical,
contact with the ground after delivery.If tn"A's centered over splice.Attach Em Trusses that have been overloaded during construction or altered without the Truss Man-
are to be stored our mom than one week,place Refer to BCSI-62..for more imformat TT� Diagonal forances to CUR wit minimum 8-15d Traci innor approval may fander the Truss Manufacturer's limited warranty null and void.
fon. eve (0 131 nails each side
blocking of sufficient height beneath the stock Top Chord Temporary ry 10 truss speache
of splice age specified talre Trusses que se hen ishaskyorgaist,sludge
of trusses at 8'(2.4 in)to 10'1 mu anteenter Lateral Restraint 20-(6.1 man)max. As Is construsecooks o hen said automatics sin Is autor-
(sec.). I el rissumbeire BrSI-02"*pass maps lnfgwmmhcdnL 111 10'(3 m 15'(4.6 an)re Building Del concede people del Fathrepards,Be TmEssels,imseden hater main y sin eireco,Is garguntra postal del
Lee trusses loneschess set dedepargaiddy donsuddements, Localles ground trades for MOST truss directly in line 2A min Same spacing as bo�m Notes:Some chord and web members SECTION A-A legrocands,de Trusses
an st suieks an saided)m�b de conceal is with all rows of top chord Temporary lateral restraint chord laWral restraint not shown for clarity.
ahousecargodus,washandauseemente wit pormuch,min al apple In the near column). 3)BOTTOM CHORD-CUEROA INFERIOR contwout me Candament Manuffiscauder for mom inM�iOn or carroulte Registered ahead Papatedroused fiew assistance,
such,classourais de entraga.Si los trusses edeacho CT; To vues a non pinating PDF of his doccomal vat sterrach"aboybil.
goorgeopoid,use 0 Pies be one screarea, Coloque pass sarricestress de hands pare at program Truss
so I men Lateral Restrainfies,-2x4pi or Member NME:The Too ruchourictuder and buys mocanor day on the presumption that me contractor and mine operator(if applesubleg am
blw..ed�do afficure n docrefs,do Is few DONOTsdoneon NO almancene,an herB truces,dAyeactionmende On labse can caboas Una Be Is, Brace first greater lapped over two trusses proftecescres with too coasbar,to undermake do star,they have agreed to do on any gived protect If me dentrandar haidared h needs
Be log frosses a 8 he 0 as en do(oi files de restriction lateral temporal Up la canards a.. a
uneven ground. dessigual superior Ives,Is tal an Is Proxima colunrung). truss or CHR splice reinforce- Note:Some chord dh.nh�ggr di me constructuch prowd,School beekaysixerance from a comparent party.The methods add uniespose
diri mors am intended maraud,in.the heyourall constradcon toohniques employed Wit put how trusses idea place SAMELY.
• For trusses strogred for more than one week,cover securely ment. and web members These recompromostrane for handling,Installing,widening and boxing Those am bases upon me collected,announce of leading
bundles fis protect from the envinunment. DO NOT walk on unshaded trusses. before Bothorn comeaddiandrogrys t use design,roundenetard and notheral but mud,due to the nature of resocamilortas Involved,we presented
not shown for onlyasa'GUIDE for use by a warned hardag designer or dentracter It Is not Intended that these radonamandpors be mentioned as
Pam truesses guandaudies per mas de one semana, NO casof a,trusses suefil I a'of chords clarity. she nor to One sulding designer's design�xycficdtdd for handling,nal restraining and brocing Volumes and It dow,not praybode me
'dlt��'al othao'cath r repment metheadefor destaganningsbanciong and proadfing stability forthe whark columns,pace,maded and 811 the ationented
r..0
couldre)Us instaidge,away protegedi del wholuents. ®rdIft',al, use
cumut