HomeMy WebLinkAboutTruss Alpine, an ITW Company A
` 2400 Lake Orange Drive Suite 150 Orlando FL 32837 ``r-5S
y Florida Engineering Certificate of Authorization Number:0 278 ��•pf we.-.
r Florida Certificate of Product Approval#FL1999 �•��� V���
Page 1 of 1 Document ID:IVYT408-Z 1406090347
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" Truss Fabricator: Accu-Span Truss Company >
.rob Identification: 15621--LOT 2 TARPON FLATS -Phoenix Realty Hones Inc. -- 39 Shmre �- (1J621 LOT
Truss Count: 45 �• :°�'�
Model Code: Florida Building Code 5th Edition (2014) �,��'•. QQ`.•�`�
Truss Criteria: TP I-2007(STD)
Engineering Software: Alpine Software,hers i on 15.01.
Structural Engineer of Record: The i dent i ty of the structural FOR d i d not exist as ofrrnaew°uttitu� -
Address: the seal date per section 6105-31.003(5a) of the FAC This document has been electronically signed
Minimum Design Loads: Roof - 40.0 PSF @ 1.25 Duration and sealed using a Digital Signature.Printed
copies without an original signature must be,
Floor - N/A verified using the original electronic version,
Wind - 160 MPH ASCE 7-10 -Closed
Notes: 03/06/2017
1. Determination as to the suitability of these truss components for the Douglas Fleming
structure is the responsibility of the building designer/engineer of -Truss Design Engineer-
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr,Suite 150
on the individual truss component drawing.
Orlando FL,32837
3. As shown on attached drawings; the drawing number is preceded by: HCUSR408
Details: BRCLBSUB-DEFLCAHB-
# Ref Description Drawin # Date # Ref Description Drawin # Date
1 69956--A01 17065101 03/06/17 34 69989--DO4 17065134 03/06/17
2 69957--AO2 17065102 03/06/17 35 69990--D05 17065135 03/06/17
3 69958--AO3 17065103 03/06/17 36 69991--EJ3 17065136 03/06/17
4 69959--AO4 17065104 03/06/17 37 69992--EJ4 17065137 03/06/17
5 69960--A05 17065105 03/06/17 38 69993--EJ5 17066138 03/06/17
6 69961--AO6 17065106 03/06/17 39 69994--EJG 17065139 03/06/17
7 69962--AO7 17065107 03/06/17 40 69995--CJ1 17065140 03/06/17
8 69963--AO8 17065108 03/06/17 41 69996--CJ3 17065141 03/06/17
9 69964--AO9 17065109 03/06/17 42 69997--HJ2 17065142 03/06/17
IlOw 69965--A10 1706SI10 03/06/17 43 69998--HJ3 17065143 03/06/17
11 69966--A11 17065111 03/06/17 44 69999--HJ4 17065144 03/06/17
12 69967-412 17065112 03/06/17 45 70000--HJ5 17065145 03/06/17
13 69968--A13 17065113 03/06/17
14 69969-401 1706SI14 03/06/17
15 69970-402 17065115 03/06/17
16 69971--BO3 1706SI16 03/06/17
17 69972-404 17065117 03/06/17
18 69973--B05 17065118 03/06/17
19 69974--BO6 17065119 03/06/17
20 69975--BO7 17065120 03/06/17
21 69976--BOB 1706SI21 03/06/17
22 69977--BO9 17065122 03/06/17
23 69978-410 17065123 03/06/17
24 69979-411 17066124 03/06/17
25 69980-412 17066125 03/06/17
26 69981-413 17065126 03/06/17
27 69982--001 17065127 03/06/17
28 69983--CO2 17065128 03/06/17
29 69984--0O3 17065129 03/06/17
30 69985--004 17065130 03/06/17
31 69986--DO1 17065131 03/06/17
32 69987--DO2 17065132 03/06/17
33 69988--DO3 17065133 03/06/17
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A01) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 62 plf at -2.00 to 62 plf at 3.21
Bot chord 2x4 SP #2 Dense TC- From 31 plf at 3.21 to 31 plf at 5.09
Webs 2x4 SP #3 TC- From 62 plf at 5.09 to 62 plf at 13.87
TC- From 62 plf at 13.87 to 62 plf at 23.33
Lumber value set "136" uses design values approved 1/30/2013 by ALSC TC- From 62 plf at 23.33 to 62 plf at 39.50
BC- From 4 plf at -2.00 to 4 plf at 0.00
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 0.00 to 20 plf at 3.21
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- From 10 plf at 3.21 to 10 plf at 5.09
wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 5.09 to 20 plf at 7.83
BC- From 20 plf at 7.83 to 20 plf at 39.50
Wind loads and reactions based on MWFRS. PLT- 60.56 lb Conc. Load at ( 3.21,12.99)
PLT- 59.20 lb Conc. Load at ( 5.0912.99)
(a) Continuous lateral restraint equally spaced on member. PLB- 69.60 lb Conc. Load at ( 3.21:11.12
PLB- 50.52 lb Conc. Load at ( 5.09,11.12)
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[17] W3X8 S 1.25
5X6=
3X4% 6 r 5X6
5X8= 2X44i
5X12=
5X6= 3X4= s 8_ _3
�
6 -
11-1-0
1- -0
3X6(Al)= 1 11 f 9-4-0
2X4 III 4X4= 3X8[17]= 5X8= 5X6= 3X6(Al
2X4111
7-2-0 32-4-0 _I
1_3-2-8 I 10-8-0 I 9-5-8 1 16-2-0
IE 39-6-0 Over 3 Supports
R=404 U=270 W=8" R=1992 U=1194 W=8" rUip4� R=1267 U=715 W=8"
Design Crit: FBC2014Res/TPI-2007(STD) •' V' SF ••
PLT TYP. Wave FT/RT=O%B(O%)/O(0) 15 1 . .06 0.2 QT :1 L/-/6/-/-/R/- Scale =.1875"/Ft.
w'WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 64B Tj LL 20.0 PSF REF R408-- 69956
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , O•
T......raqulry a c em. ar. m r.bri-mg, hantlll.g. shipping. Installing antl bracing. R.f.r to antl roll w ,1k DL 10.0 PSF DATE 03/06/1 7
ho la sc etlicl.n afr SCSlc(Bulltling Component Safety Information, by TPI antl WTCA) for safety praccl ■ R
o P.rf.rming thus.functions. Installers shall provltiv tempo..ry bracing par SCSI. Unlass n-d-.1. • •
cop ch.rd shall h.-prop..ly aitecM1atl st ruccu r.l sM1.athing antl b.Ctom cllortl shall hay.a prop.rly ace %d • 1
r lgltl cal I logo Loco Ions shown To.P.rms...t I.t.ra. r...ra I.
a(robs steal l Nava brvcing Install..par gcs o ATE i DL 10.0 PSF DRW HCUSR406 17065101
ccl.ns B0. BT or 810, os opplicabla. Apply pla[.s io..cM1 is ca of tr .n0 position as shown abov. • !,-
I�- a ��� ih.Joint Oc Cnll,, unl.ss noc.tl.th..wiso. R.far co drawings 160Ao-Z for scantlartl plat1 post tl on s. an • � � •
LI Alpinv .tllvlsl.n.f ITW Bulltling Components Group In.. =hall n t ba ra=P.n,lbla rar tl..lai,an from •.• O !� LL 0.0 PSF HC-ENG SCN/DF
Crowing. any fail.,.to builtl i a truss in c.nfarmancv with ANSIRPI ,. .r for hantlling,n hlPPing, ♦ •. O R •'��C� `TOT.LD. 40.0 PSF
AN ITW COMPANY Insta nation 6 brat log.r cru,,.,. 5 y�i L� �•�•�-��O• •
A...1 bn ihl.er..Ing Pr v.v.r pg. II-I.g"I.d-Ing, J.dI. -pt....or pr.f..I...I ��Wln..riny �y`�' w` SEQN- 773372
or'Ua 6u IE �.sesna Ans,,;P; etZ.ntl....r e11.Er..ing oar.my.ir y,S/0 /�>�-\` DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 /,y1.� �l1 11 �
Orlando FL 32837 For mor. 'nf.rmatl.n, this 3.b•,g.naral n ,pages antl i w.b slice Dou la Flemin LicNlim�er:66648 SPACING 24.0" JREF- 1VYT408 Z14 FL COA 90 278 ALPINE: www.aipinvlcw.com; TPI: went.tpinsc.org; WrCA: ww^w.sbclnCuscry tom; ICC: www.l......
'L `� 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - A02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -223# MAX. (See below) from a non-wind load
case requires uplift connection.
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Webs 2x4 SP #3 within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member. design.
In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load.
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
JT PLATE LATERAL CHORD factor for dead load is 1.50.
No SIZE SHIFT BITE
[103 W4X4 S 2.50 MWFRS loads based on trusses located at least 15.00 ft.
[121 W3X4 S 1.25 from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
5X6=
5X10(SRS)= 6 r 5X6��
5X6= 3X4[12]= W/O,
(a) 6 8-5-3
6 r (a)
6X6=
�11-1-0
2X41111-�-O
3XIB(A1)= +9-4-0
4X4[10]= 2X4111 5X6= 3X8= 5X6= 3X6(A1)=
I� 7-2-0 CIE 32-4-0 _I
5-2-8 10-8-0 7-5-8 16-2-0
7-10-0 _9_0 1 29-11-0
�E 39-6-0 Over 3 Supports
mudru��.
R=227/-223 U=140 W=8" �, AS` F/t. 4�y R=1221 U=365 W=8"
RL=372/-435 R=2151 U=743 W=8"
Design Cr i t: FBC2014Res/TPI-2007(STD) a '�••� S`�••°•
PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 .04 06 TY '.1 /-/6/-/-/R/- Scale =.187511/Ft.
•'WARNINGI" REM RA FOLLOW ALL NOTES ON THIS DRAWING] : T LL 20.0 PSF REF R408-- 69957
"IID'ORTIU7T" FURNISH THIS DRAPING TO ALL CONFRACTORs INCLUDING THE INSTALLERS.
Trusses raqul'.extreme c(r, In r9bricPting, hontllYng, sM1lpping, I�s[alllag antl;racing. Rcy Pra t°�tla', : . 1}' C=DL 10.0 PSF DATE 03/06/1 7
cM1c latest°°scion or OCsI Bulid,. Corn on,nt Sa-t Information. b TPI and VITCA for saf, c o f
o perrorming[has°,unctions. Install—shall P-1da tampo...y bracing per SCSI. Ohl—not°°otho rw171e
cop ch,rd shell ho properly attach,°strucc ral sM1aething and bottom chard shell have a prop°,ly ett..h m T f
rlgltl telling. Locatlans shown for perm....I, latoroI rast,alnt or webs sholl hav°bracing Installed po,B : ATE •• (Z8 DL 10.0 PSF DRW HCUSR408 17065102
Clans B3. B7 or D10, as appl lcoblo. APPIY Plats to each fee.of tru an°Position es shown ebe—end
Q n �� tno Joint Do tails, unless noc,d ocn,rwis°. R,far t,drawings 16OAA-Z r°r'st,ndartl plat°pasitlons. •
III AlPino a dlvisian ar ITR Bulltling Camp°na s Group Ina. shall n t bo rosPonsiblo fer any d-1-1°n rr°m th 4y '�°•°+��0 R1VP••• s LL 0.0 PSF HC-ENG SCN/DF
drawing, any felluro to bulls t o truss in con ro rmanco with ANSI/TPI 1, or for hantlling. shIppl •
AN ITW COMPANY macs net mn&bracin .r truss,: ye +4w�sfwf••
F G r�iOT.LD. 40.0 PSF SEQN- 773361
A w.l on thl.dr..ing or t .r pg. I1.eing[hl.druing, Ind It :.,.taptm,,of prof...lon.l .ngln..fln
g
rosponslblllcy.ololy far the dmign shorn. The.ult.bll lty.nd use oT thl.drawing for.ny.tructuro 1.ch yy A
2400 Lake Orange Dr.,Sui1e150 ...Pensiblllty of tho Bulldlag Dosigncr par ANsI/TPI 1 Soc.2. 0/0 `L DUR.FAC. 1.25 FROM RF
Orlando,FL 32837 Fa,mar° inrarmaelan. this b•a ,b w111{U1gp�lti
J° g°"°"°' net,,pogo°"°`"°'°w "`°a SPACING 24.011 JREF- 1VYT408 Z14
FL COA H0278 ALPINE: www.alpinolcw.com; TPI:°www.epinse.org;NTCA: www.sbclnduscry.com: ICC: .IccsafaIDOU la Fleming Lic Number:66648
a 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 SlToreside Dr Fort P - A03) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 51 W4X4 1.50 R 1.50
MWFRS loads based on trusses located at least 15.00 ft. [13] W3X4 S 1.25
from roof edge. [29] W4X4 S 1.25
[30] W4X4 1.75 R 1.75
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
4X4[5]% 5X8= 3X4= 5X6= 2X4III 5X6= 4X4[30]=
6 1—
(a) Q(a) 7Z(a) (a)
5-8-7
11-1-0
1- -0
�9-4-0
3X6(Al)= 3X4[13]= 5X6= 3X4= 5X8= 4X4[29]= 3X6 III
5X6=
4X4 0-
1,2
s;L a
2�j1 -8 32-3-8
_8_ _4_ 36-6-0
�= 39-6-0 Over 2 Supports
Inaiarir
R=1821 U=704 W=8" R=1568 U=791 W=8"
RL=161/-113
Design Cr i t: FBC2014Res/TPI-2007(STD) 3 '��•� S'�••••
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .0t 06 TY•,1 /-/6/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS GI _ a T LL 20.0 PSF REF R408-- 69958
•'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGWIN THE INSTALLERS.
Trusses....Ir..xtr.mo a r. In fabricating, hardling, snipping, Installing and.teeing. R. r to.nd 1 •
cho Iatost vdl tl on of SCSI Build In Lam. e Sara[ Inrarmatian. b TPI and;CA for salad c : -DATE 03/06/1 7
B P n.n y y y pro—I... DL 1 0.0 PSF
a p.rl.rming those luncclons. Installers shall provid.tomp.rary bracing por SCSI. Un—,noted ocn %L, •
to
chard sh.I I Lava prop.rly att..h.d.eruct raI .naathing and b.ttom chord anal1 1,—a Pr.P.rly.tincn� . • DRW HCUSR408 17065103
1 rigid coiling. Locations shown for p....nentel.taral rostralnt or webs.hall M1avo bracing Installoe par B ./� ATE �� eke( DL 10.0 PSF
soction.Ba. BT- B10. as pp
pllcablo. Apply places to ouch 116Oo r for C.tl position as shown abovo antl •
O the J.Int D.talls. .lass n tetl.th.rwis.. Rafar to drawings 160A-2!ar's andard Plata p..lti.n.. `'. /A_ P .` � LL 0.0 PSF HC-ENG SCN/DF
Alpin.. a tlivislon of ITW Bullding Components Group Inc. shall not b.rasp...Ib 1,for any day lot ion from[M1 Q'��'.a• O�,O .� �s
awing, any railer.to builtl the truss in conf.rmancu with ANSI/TPI ,. or for M1andlin9, snlPPin y, • •� �� TOT.LD. 40.0 PSF Q
AN ITWCOMP ANY InstalI--6 br..ing or truss. B i� �••�.�.�•� SE N- 773357
{� A sosl on tNIA drs•Inp or eov.r psgs II.t lnp thl•drswing� Indic—,a—p-n..of profs..lon.l mpin.srin ���
9
roaponslblllty sololy for tho design ahem. Tho sultablllty end use of this tlro.lnM for sny atructuro Is u ,
r.aponslbll lty of No Building Do.Ig...por ANSI/TPI , SOc.2. ufltKtl�ul�lfa '" DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite Ii0 a0�Q1�. tN
Orlando,FL 32837 par or, Inf.r.—... tbis 3ab•s g.n...1 n ,p.g.and th..o web www.o slt.s: SPACING 24.0" J REF- 1 VYT408 =714��]
FLCOAN0278 } ALPINE: 1pinoltw.com: TPI:www.tpin.t.org: WTCA:..sbclnduscry.com; [CC:www.Iccs—ID)OU 1a Fleming LicNumb=66648
. 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - A04) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 51 W4X4 1.50 R 1.25
MWFRS loads based on trusses located at least 15.00 ft. [131 W3X4 S 1.25
from roof edge. [291 W3X4 2.25 R 1.25
Lateral) brace BC above filler @ 24" O.C. [301 W3X4 1.75 R 1.50
y (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
5X8=
5X8= 3X4= 5X6= 3X4= 6
6 I-
4X4[5]% 3X4[30]
(a) (a) g
(a) b- -3
11-1-0
1- -0
-Z—E — I9-4-0
3X6(Al)= 5X6= 3X4 El 31= 5X6= 3X8= 5X6= 3X4[29]
4X4 4� 3X6 III
zI,0-11 -P
2X41Ib-2-8 28-7-0 1-8-8
-8 4-6 36-6-0
39-6-0 Over 2 Supports
naiannr�y
R=1821 U=667 W=8" 'S .F !hp/ry R=1568 U=728 W=8"
RL=208/-157 /y
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.0 .06 .2 QT !1 /-/6/-/-/R/- Scale =.1875"/Ft.
'•WARNINGI•• READ AND FG TO ALL NOTES T THIS DRAWDRAvINGI = ; T LL 20.0 PSF REF R408-- 69959
"IMPORTANT" FURNISH THIS ORA•ING To ALL CONrRI1CfORS INCLUDING THE INSTALLERS. •
Trusses requlro eztrome I'll In rnbrica[Ing, handling, shippl,g. installing and bracing. Rorer t antl�I ■
the latesc cdiclon of BCSI (Bulltling Componane Safety Inforwotlan, by TPI antl WTCA) far saracy pracelcos,�rl • " C DL 10.0 PSF DATE 03/06/1 7
form In asp(uncclons. Inscallore shall •o per g cM1 provido compare ry bracing por BCgI. Unloss noted mtharwfao ■
cap chord shall M1pab proporly at<n ched structu rot shoathing and bottom chard shnil havo a propor ly seta h •
rlgld cot ling. Locations Shawn far parnnnont lateral restraint br webs shall hnao bracing Installed pa,n_S �\: ATE ++QB DL 10.0 PSF DRW HCUSR408 17065104
socelei B3, DT ar 810, as applicable. Apply plotos co bacM1 racbeoT eru antl poslclon as shown bbove e tl
Q O the Joint Oocalls. unless noted atharwlse. Rerar to drawings 16OA-2 forss rldard plate positions. •+ +•+ LL 0.0 PSF HC-ENG SCN/DF
A)plea, o dlalsion mr ITN Ballding Components Group Ina. shall n t bo responslblo for any Eavinb1—from Ch • p • CC�`�
drawing. say&allure t build the trans In conforaancc wI ANSI/TPI ,. or far M1antllin9• shipping, lit
K> ��'• 0(1 •' TOT.LD. 40.0 PSF S EQN- 773353
AN ITW COMPANY Instal Incion A bracing of trusses. / '••■••�■•••• (�
A wawl on thl•drving or e r pwgw Ilwting mlw drwwing, Indlewvw—ptwnew of pmTwwwlon•l algl—ring // V
rosponslbl l icy>w loly Tor ma dmlgn shown. Th.sultaEl I My and use oT mlw drwwing Tor w,ry wtruacuro Is m ///
2400 Lake Orange Dr,,Suite 150 raspanslblllty of the Ballding Doslgnar por ANSt/TPI 1 Soc.2. yips/ONA�- _.AYp' DUR.FAC. 1.25 FROM RF
Orlando,FL 32837 For mo ro 1—rmsclon s chls Job's general n s page and mono wob altos: fsn+mmiu11yu{{"""
FL COA 40278 ALPINE: www.aIPInaltw.com; TPI:www.tPln,t r,; NrCA: www--ndustry.cam; 'cc: www.Iccsnr.Dou la Fleming Lie Number:66648 SPACING 24.0" JREF- 1VYT408_Zl4
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - A05)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 51 W4X4 1.50 R 1.50
MWFRS loads based on trusses located at least 15.00 ft. [34] W3X4 S 1.25
from roof edge. [35] W3X4 1.75 R 1.50
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
5X6=
5X6= 3X4= 5X6= 5X6=
5X6= 6 r- , s
4X4[5] 6 r
\\(a) (a) 3X4[351
5- -3
1- -0
9-4-0
3X6(Al = 5X6= 3X8= 5X6= 3X4= 5X8= 3X4[34]= 3X6 III
�� (�� �3�X6
2�J�
2X$1112-0 4-6-0 3-0-8
20-1-0 3-8-8
_$_ _4_ 36-6-0
39-6-0 Over 2 Supports
R=1821 U=662 W=8" �S F,^,u�4y�y R=1568 U=660 W=8"
RL=256/-206
Design Crit: FBC2014Res/TPI-2007(STD) • y +
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .041.06 .2 QT !1 /-/6/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWING[ $ ; T LL 20.0 PSF REF R408-- 69960
.."MRTAW" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r� •
Trusses r.quiry v c em. ro In fabrlcoting, „..dl,ng, s„Ippl.g. Installing end bracing. Rofor to and 61 •
t„o latest edl elan.1 BCSI`(DallGi ng Ca...
I_t Safety Informatlan. by TPI and WTCA) for softy praetl...III ; *CC DL 10.0 PSF DATE 03/06/1 7
o perform ing[M1vs.functlans. Instal lots shall pro,id.temporary bracing por SCSI. Unl.as noeatl oth CVI •
cop cM1ord shall „a,o prap.rly o[_.haC scruct ral shoatM1ing antl boci.m c„ord shall „ova.praporly a to M1 ♦ _p
rlgltl sal Zing. L...tlons shaven far pormanenC lot,ral rastralnt of wobs shall „—bracing 1.-1lvd`p.r W i ATE *'LTY) DL 10.0 PSF DRW HCUSR405 17065105
• a ��� s.ccions DD BI or D10, as oppl ltabl v. Apply pl.t.s co oath faeaoof era a ntl poll elon as shown........ ,%• +
O IIILI��r✓ tho Joint Oaealls unless n tatl othorw isa. Rofor to tlrawings 160A-Z Tarns andard plot.positions. •
Alpine, a dl,Ision of ITW Building Components Group Inc. s„all n t bo rospo..Ibly for..y d.,lagtion from t„ ��.•/C�OR,Qp"••• LL 0.0 PSF HC-ENG SCN/DF
tl rowing. any.folio..io bulltl cho truss In conformance wl tl,ANSI/TPI 1, or for h..dling, shippl. •
AN ITW COMR4NY Instal latlon&bracing of eras,... yi F •••....■••' �� TOT.LD. 40.0 PSF SEQN— 773349
F' A.o.l on ehl.dro ing or eovor p.g. Il.ting thl•dr.Wing. Indle.t...ee.pt.be.of prof...lon.l onginooring ,*11
r.sponslblI My sol.ly for eh,d—U,,s„—. Th.111-11My.nd use of"I.dr..l,g for.ny•tractor, 1.en ��/ T,ONAI. DUR.FAC. 1.25 FROM RF
.spo.slbl l lty of".Bullding Doslgnar por ANSI/TPI 1 Soc.2. ����/
2400 Lake Orange Dr„Suile I50 At
Orlando.Orlando,FL 32g77 For morn Informatlan s Yhls Job's gon.ral ..to.pogo and t„.aa web altos: > SPACING 24.0" J REF- 1 VYT408 Z1 4
FL CDf>lRD27R ALPINE: www.aipinoltw.com; TPI: www.epinst.org; WTCA: waw.sbclntlustry.c..; ICC: www.I......D la Flemin Lie Number:66648
.. 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 5] W4X4 1.50 R 1.25
MWFRS loads based on trusses located at least 15.00 ft. [13] W3X4 S 1.25
from roof edge. [35] W3X4 2.25 R 1.50
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
5X6= 3X4= 5X6= 5X6=
3X4[35]�
\ <A
� s
4X4[5]� 5X65X8=6 r (a)
8- 7
5- -3
11-1-0
1- -0 V;
1 0 M 3X6(A1)= +9-4-0
5X6= 3X4[13]= 3X8— 5X6= 3X8= 3X6 III
3X6
2I,0-,U P 5X6=
9112- 4-6-0 7-0-8 16-1-0 5-8-8
_8_ _4_ 36-6-0
IE 39-6-0 Over 2 Supports � ���,
R=1821 U=654 W=8" R=1568 U=599 W=8"
RL=306/-256
■•�■ ■�■•■ •ii�i
Design Grit: FBC2014Res/TPI-2007(STD) ���� 5�•••'
PLT TYP. Wave FT/RT=O%(0%O)/O(0) 15. 1.0?.06 2 TY. /-/6/-/-/R/- Scale =.1875"/Ft.
w•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • TC L 20.0 PSF REF R408—— 69961
.."MRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a
T tosses roqulro owerema e r In rapricaeing1
hantlling, sM1lpping, installing ono Gracing. Rafar t antl r l ■ ■ JDL
L 10.0 PSF DATE 03/06/1 7
chv latest atll¢ion of Bcsl (Bvl ltling Conpe nc nt Sa racy Into rmaelon. by TPI ontl WTCA) for sa rosy prvaueas pl
v Parro rn ing t oso•unctions. Installers stall pravltla tanporary bracing per BCSI. Uniess nototl otha 11b ATE ■
cop chord shv11"hovo praporly vetachad seruecurvl sheathing ono Goeton chard shall hevo o praporly attocha O 10.0 PSF DRW HCUSR408 17065106
I rigitl calling. Locvcl ons sM1own far parnvnonc latoral rostra lnc of webs sholl hovo brvcing Instal—par B
a �^ e„eelons Ba, BT or B10, as applicable. Apply plains to aveh taco or tern C ntl position os shown¢hovo antl , p
O e JOlni Dotells, unless nv" otharwiso. Rarer to 111, gs 16OA-Z rross a IbI plaza positions. ,OQ`•�� LL 0.0 PSF HC-ENG SCN/DF
Ip
A 1pina, v tlivlslon of ITW Bulltling Compon s Group Inc. shall not a osponsl blo ror any tlovloCl on iron Ch s�� 0+ O�19
tlrawing, any(allure c build cha cross In confarnance wIU ANSI/TPI /.ror ror M1anoling, sM1lpping, 'yy ♦�•WH�■■•■•• �` `TOT.L.D. 40.0 PSF
AN 17W COMPANY Ins[al lotion b brvcing er tr"asap. p�Fss'O 4 SEQN- 773342
A Bowl en[hew drww ing or eo—pwgw Ilwting Chlw tlrwwing. Indlnbw w pewnew of profwww l onwl —on■wrinp �Q�
raspanslbll l Cy so loly for Cho design shown• The 1e1-111Cy end ase oT thin tlrwwing Tor wny strlsv,ro la Ch NA
2400 Lake Orange Dr.,Suite 150 ra'P Iblllty of the Betiding D.Ignar per ANSI/TPI T Soa.2. 'nh/L� 11% DUR.FAC. 1 .25 FROM RF
Orlando,FL 32837 For noro lnrornaclon: -1e eb•a 1 nacea ♦t�
It pogo end thee¢nab setae: SPAC I NG 24.0" JREF- 1VYT408 Z14
FLCOA90278 ALPINE: www.alpinolCw.con: TPI: www.tpinst.org: WTCA: www.sbelndustry.con; ICC:www.Icc a-Dau la Flemin LicNumber•66648
03/06/2017
A
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - A07) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-101 CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 31 W3X4 S 2.75
MWFRS loads based on trusses located at least 15.00 ft. [ 41 W4X4 S 1.25
from roof edge. [13] W3X6 1.50 R 1.25
Laterally brace BC above filler @ 24" O.C. (or as designed) [37] W3X4 1.75 R 1.50
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
* PROVIDE VERTICAL SUPPORT AT END OF MEMBER.
6X6= 3X4= 5X6= 5X6=
5X6= 6
4X4[4]i 6
3X4[3] III 5X10(SRS)= (a) (a) 3X4[37]
(a) 7-1 -
6 '— (a) -1 -3
11-1-0
1- -0 *
9-4-0
7X8=
3X6(Al)= 3X6[13]= 5X6= 5X6= 3X8= 5X6= 3X6 III
2I o-a Fo P 2X4 III
4-2-0 4-6-0 7-4-0 19-6-0 4-0-0
11
-e-o 2-6-0 35-4-0
39-6-0 Over 2 Supports
rttlldd!/p��y
R=1829 U=616 W=8" ��' r� �4iq R=1560 U=644
RL=264/-213
Design Crit: FBC2014Res/TPI-2007(STD) ���•� S�•••�
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .0?�.06 2 TY. /-/6/-/-/R/- Scale =.1875"/Ft.
"WARNINGIww REND AND FOLLOW ALL NOTES ON THIS DRAWINGI • TC L 20.0 PSF REF R408-- 69962
..I'm FURN ISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •
T russas rvaulry axi romo tarn In fabricaCing, hantlling. sM1ipping. Ins[alling and bracing. R,ror t a ,a, .1� - L 10.0 PSF DATE 03/06/1 7
ho latest etl"I_of BC by(Bulleing Companene Safocy Information, by TPI antl WTCA) for s focy pr,ccico •
7o porfvrming chase functions. Inscallars shall provldv c,.p,r,ry bracing por BC51. Unlass no[o0 otM1arwl�
cM1ord shall hav, I Ccachnd scruc[raI shoa[hln and Cotton cM1a rd,„oil „ova prop y a
cop propsor y a u g o pro 1 icacM1, •
rigid coiling. Location s„awn for pnrmannnt lateral ros[alnt of webs shall „ova brncing In,tallad por B f •• ATE ;'• DL 10.0 PSF DRW HCUSR408 17065107
dons 83, B7 or 910. as appI lcabin. Apply plates to oath Taco or tru and poslcivn os shown abov,and • •
w AIL Cho Joint Datalis, unless n,tad nthnrwi,a. Rafor to drowings 16OAA-Z—Itnnd,rd plat,position,. 0,�• �l ,OP••+ LL 0.0 PSF HC-ENG SCN/DF
III...111 Alpinv, a tlivlsian of ITW Bulleing Components Croup Inc. shall ...ba rosponolbla for any d-1-1an from C„5'. ✓�•�� L OR ••awing. any&allure to bulltl c o truss in can to rmanco with ANSI/TPI 1, or for hantlling. shlpping, y,' **40".WW'
AN ITW COMPANY InscallaClon&bracing aT it„=� Q. Il.ting thl.dr..Ing, Ind la.t...at.pt.nd.or r...lpn.l •,�o �F`TOT.LD. 40.0 PSF SE N- 773327
A Bowl on thlw drwwlnp or povwr pro wnpinwwr lnp
i r,eponslbl l icy solely ror eho daslgn shown. Th,..I-blIIey and aso of this dr—I.g ror eny ecruetur, le th ���/�/y.-
2400 Lake Orange Dr.,Suite 150 rasponslbllity of Cho Dallding Doslgnar por ANSI/TPI 1 Soc.2. "w✓/(u � DUR.FAC. 1.25 FROM RF
Orlando,FL 32837 Far mnr, Infarmacian, chi,Job•,gnnnral n ,p,g,and chose.nb sl tn,:
IIIIIIIIIIIIIIIIA
FL COA 90278 1 ALPINE: www.,Ipinaicw.cam: TPI:www.ipinst.vrg: WTCA:www.sbc lntlustry.cwv; ICC:www.Icc oa Dou la Fleming Lie Number:66648 SPACING 24.0" J REF- 1 VYT408 Z 1 4
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A08)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 62 plf at -2.00 to 62 plf at 2.17
Bot chord 2x4 SP #2 Dense TC- From 62 plf at 2.17 to 62 plf at 6.67
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: TC- From 62 plf at 6.67 to 62 plf at 14.00
TC- From 62 plf at 14.00 to 62 plf at 37.50
Lumber value set 1313" uses design values approved 1/30/2013 by ALSC TC- From 62 plf at 37.50 to 62 plf at 39.50
BC- From 4 plf at -2.00 to 4 plf at 0.00
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 0.00 to 20 plf at 3.00
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- From 20 plf at 3.00 to 20 plf at 39.50
wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- 12.04 lb Conc. Load at 2.17
BC- 24.73 lb Conc. Load at 2.17
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[131 W4X4 1.50 R 1.25
Laterally brace BC above filler @ 24" O.C. (or as designed) [321 W3X8 S 1.25
Including a brace on BC directly above both ends of filler [361 W3X4 2.25 R 1.25
(if no rigid diaphragm exists at that point). 3X4[36]S
5X6= 3X4= 5X6= 3X4= 5X6-
-, s
2X4 III 6
r-
5X6= (a) (a)
6-1 3-3
-1 -3
6 r- SRS)= +11-1-0
1- -0 W4
ZI
9-4-0
3X6(A1)= 6X8= 4X4[13]= 5X8= 3X4= 5X6= 3X8[32]=
4X4o/ 3X6 III
2-0-a 0- 2X4III
z-z-o 2-0-0
4-6-0 7-4-0 23-6-0
_8_ _4_ 36-6-0
39-6-0 Over 2 Supports
Rlllltfl/p���
R=1857 U=1107 W=8" ��S FA�4j4 R=1568 U=884
is
Design Crit: FBC2014Res/TPI-2007(STD) �� V S�•s�
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0?.06 2 QTV. /-/6/-/-/R/- Scale =.1875"/Ft.
"IMPORTANT'u" F KNISH THRIISO AND DNAr NG TO•ALLLL LONmACTOR NOTES ON S INCLUIS DING THE INSTALLERS. � � p TC L 20.0 PSF REF R408-- 69963
T russas Ira a c amo ro In Tabricatln handlln InI g, g g. o •requ x r c g, g, ppin Instollln ono bracln RoTor c and T I ■
the lotosc ceicioI of BCSI (Gulldlog Component Saraty InTarmatian. by TPI antl WTDA) Tar sa Taty practicas 1I ; ' JDL
L 10.0 PSF DATE 03/06/1 7
o parforning chase funcclons. Inscailars shall provld,toeporory bracing por BCSI. Unless nototl othorrl� 7'
ATE •
top cnartl shall have properly actnchatl structurol shoathing antl bottom 1h,rd shall have a properly attaaha O • 10.0 PSF DRW HCUSR408 17065108
rig le calling. Lececlons shown far pornonan[ lotorol restraint oT webs shell have braeing Inetellotl por B
c[lons B], BT er G10, os opplicabl o. Apply piston co each Taco of cru and poslClon as shown ebovo antl O •
Q [� [�� Cho Joint Details. unless no[atl o[herwlso. Ra r to drawings,BDAA_Z Terastantlard plate pesitiens. ,�/Js•.• �� r�, P.•� LL 0.0 PSF HC-ENG SCN/DF
I IL`'ILI� Alpino. o tllvislon of ITW BullEing Componancs Group Inc. shall n t bo rosponsiblo for any d-Hon from th sue, v� .• OK Off.•
tlrowing, any failure to bulltl the trans in conrormanco with ANSI/TPI I.
or Tar M1entlling, sM1lpping, 'y '• .. •' ��.��TOT.LD. 40.0 PSF SE N- 773321
AN ITW COMPANY Instal laden&bracing or crosses. `�I • •�•••
A seal on thlr tlnrinp or court prgr I IrC ing this drawing. Indicates acceptance oT proTrrrlem lr ug lnrrr Ing
rosponslbl l Icy solely es tar the dign sheen. The ltabll lty and use oT this dreeing ter any at ro leS1 0IVA DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite ISO r ,--lbility or tno Ganding Designer per ANSI/TPI , S-.2• DWI/lWtllt111ti
Orlando,FL 32837 For more Inrormatl on s this Jabs general --page and these web altaa: SPAC I NG 24.0" J REF- 1 VYT408 Z1 4
FL COA go
278 ALPINE: www.slpineltw.com; TPI: www.tpinst.org: WTCA: ..sbcinEustry.aen: ICC: =Iccsef.D� la FlemingLie Number:66648 -
'^�; 03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A09)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense :T1 2x6 SP #2: wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Max JT VERT DEFL: LL: 0.17" DL: 0.27". See detail DEFLCAM61014 for Right end vertical not exposed to wind pressure.
camber recommendations. Provide for adequate drainage of roof. (a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load.
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
JT PLATE LATERAL CHORD factor for dead load is 1.50.
No SIZE SHIFT BITE
[ 81 W3X6 2.00 R 1.25 MWFRS loads based on trusses located at least 7.50 ft.
[271 W4X4 1.50 R 2.00 from roof edge.
6X6= 3X4= 5X6= 3X4= 4X4[27] III
s r-
: X(a) V(a) (a)
6X8= 5X8
5
�11-1-0 -1 -3
2
9-4-0
2X4 III 5X6= 5X6= 3X8= 6X6= 3X6 III
3X6[8]
2-10-0
I I 7-4-0 I 27-6-0
IE 38-6-0 Over 2 Supports np /
�iyy�r
R=1587 U=899 W=8" F `A /4 R=1567 U=896
RL=192/-52 ���••���� ■ ■•••�••YJfaly
Design Crit: FBC2014Res/TPI-2007(STD) •
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 0 •. 6 Y.�■. F -/6/-/-/R/- Scale =.1875"/Ft.
"WARNINGI`w READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i ' REF R408-- 69964
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. }_ ■ :T L 20.0 PSF
Truss..r.qulro oKcreno c ro In fabricating, handll.g, shlpping: 1n,e ling antl bracing. 0.ofor t and io �' � � ■ DATE 03/06/1 7
th. lamst edit..of.CSI (Builtling C....... Saf.ey Information, by TPI end WTCAI for safety pr.celc..p W �1L 10.0 PSF
.porf.rming chose functions. Installers shall pr.vld.t.mpar,ry broeing por BCSI. Unl.ss n.totl othorwls s ATE 3 top chord shall Novo proporly attechotl seru.tu rol sh.othing antl bottom thortl shall have a proporly ettaehotl r``��
r lgld cal I ing. L.aocl.ns shown for p.......t lat.ral r.scralnc.f webs snail 1,—bracing Install.tl par BC I : :iC
v,�DL 10.0 PSF DRW HCUSR408 17065109
.Clans B3, 07 or 810. as applitabl.. Apply plat..co ..hacoftrb antl p.sltl.n as shown above and Y
ch.Joint Dotal 1,. unless n.t.d otherwise. Rof.r co drawing.16GA-Z forsstandord place posielons. ++ •//////��������-/ ` P
Q �p Alpino. o dlvisl.n of ITN Bal ldl.g C.p....ts Group I.e. shall n.e b.r.sp.n.ib 1,far any dovlatl.n Tram th�'�. +'+♦ •_••+ LL 0.0 PSF HC—ENG SCN/DF
draw ing, any f.11ur.co build th.truss i.confarmanc.with ANSI/TPI 1, .r for handling, shippl.g, ■+W�■�■WW■� `
AN ITWCOMPANV Installetl.n&bro.ing.f truss... �y `-��� OT.LD. 40.0 PSF SEQN- 773187
A�wAl on tnls drswln0 or cov1r psgw Il,ting TI.drab,., Indl.Atw.A pbnew of PMTOS■IMAI mglnA IPg
r.sp.nslbl lley v.l.ly Tor eh.tl.slgn Mom. 7ho solubl1 ley and oso of thla d-1,g far carry seru.f„ro Is till
2400 Lake Orange Dr.,Suite 150 rosponslbl l ley./—D.—I.g D.slgn.r por ANSI/TPI 1 S.c.2. "'�#W+ 10l1 la� DUR.FAC. 1.25 FROM RF
Orlando FL 32837 F. m.r. Inf.rm.tl...www.cthls Jab•a g.n.r.l n .p.go and th.so w.b.It..: SPAC I NG 24.0" J REF- 1 VYT408 Z1 4
FL COA#0278 ALPINE: www.olpin.ltw.com; TPI: pinst.org; WTCA: www.sDclntlustry.tom; ICC:www.Iccs Dou la FlemingLie Number:66648
i `
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - A10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "136" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[251 W4X6 2.75 R 2.00
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
6X6= 3X4= 5X6= 3X4= 4X6[25]
2X4--Z T3
(a) (a) (a)
6 r 4-1 3-3
9-4-0
5X6= 5X6= 3X8= 6X8= 3X6 III
3X6(A1)
2�°_O
9-0-0 _I_ 29-6-0
38-6-0 Over 2 Supports �tlp�dlq
R=1725 U=965 W=8"
RL=288/-125 �,`�•►T �•f�C/�ldh�y R=1576 U=905
Design Crit: FBC2014Res/TPI-2007(STD) a �.• - ` S� •.
PLT TYP. Wave FT/RT=O°/D(0°/D)/0(0) 15. 0 '. 6 V Y.1'. FC/-/6/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAMINGI `: T L 20.0 PSF REF R408-- 69965
'•IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •
T russas requires axtrama c ro In fabricating. hontlling. shlpping. Installing and bracing. Rafor a and fI' j Ilk
DATE 03/06/1 7
the latest.dI_.or BCSI (Building Compana.t Safety Information, by TPI Intl WCA) Tor safety praccleos p T TC L 10.0 PSF
I parformin9 chases runctlons. Installers s 11 pr—ltlo temporary bracing per BCSI. Unless"t-I dtharwis r ATE
top chlyd shall have praparly attachetl strutt—I sheathing Intl battam a ord shall haul a properly attaeh.d 9 L 10.0 PSF
rlgltl Ian Ing. Laaatlans shaven fdr Parmanant la<aral rpscrllnt mi w-anal l have bracing Install d par BCDRW HCUSR408 17065110
a �� actions Ga. BT or 010, as aappl ltabl a. Apply plotas[o IacM1 Tacdaof tru C ntl position as shown above Intl ' ♦♦•
_ the Jalne DatPils, unless n tetl ICM1c rw lso. Rafar to tlrawings 160A-Z I'll ss antlartl pled past Clone. a�j ♦ ♦♦
A lPina, a tlivi elan of .TN Balld ing 6ampanants Graa Int. sM1ali n t ba r any s �/L"� ♦;Z Q R�pw♦♦ ILL 0.0 PSF HC-ENG SCN/DF
p asponsibla for d—laden from t ^A
owing, any failures to bulltl c o truss In conformance wltM1 ANSI/TPI t, ar for handling, shlpping. ` (� ♦♦♦ww.pw♦w♦
AN ITWCOMPANY inscallaelan s braaing or erases. �� (� OT.LD. 40.0 PSF
N 1 on thle drawingr cove p ,'� vV/ q �f SEQN- 773317
Ibl Ilt lest far eho tloswl°w IleC lnp Ule tlrewing. Intlleeoe.apemew of Profeewlonel enpI Ing ��/y O�Ht
ospons y y gn shown. Tho eul tebIl Ity end use oT this tlrwwing Tar any atructuro Ie N 11/♦4 \\\ �A
2400 Lake Orange Dr.,Suite l So rasPo^slblllty of c Building Daslgnar per ANSI T Saa.2. N1fyF{ {p1p1{\'- DUR.FAC. 1 .25 FROM RF
Orlando,FL 32837 Far mares Infarmetlan 11,thls Jab*,general n ,pages and Chas.web site,: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FLCOA90278 ALPINE: www.alpinoitw.com; TPI: www.tpinse.or9: NrCA: ..sbclndustry.com: ICC:www.I tesafDou la FlemingLie Number:66648
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not Located
within 9.00 ft from roof edge, RISK CAT II, .EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord'2x4 SP #2 Dense
Webs 2x4 SP #3 :W10 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member'
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 7.50 ft. [25] W4X4 2.50 R 1.25
from roof edge.
5X8= 3X4= 5X6= 2X4III 5X6= 4X6=
L�
(a) (a) (a)
6 — W1 3-1 -3
+9-4-0
2X4III 5X6= 3X4= 5X8- 4X4[251 3X6III
3X6(A1)
z _O
I. 7-0-0 _I_ 31-6-0
EE 38-6-0 Over 2 Supports
R=1725 U=972 W=8" �[+ .cr^4jAy/h R=1576 U=900
RL=235/-111 1J^i7 l�C�l H=H1
Design Crit: FBC2014Res/TPI-2007(STD) '••y` S�•••
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .Q;.06 .2 QT !1 /-/6/-/-/R/ Scale =.1875"/Ft.
'•WARNINGI•• READ NA FOLLOW ALL NOTES T THIS DRA•N GI _ T LL 20.0 PSF REF R408-- 69966
"IMPORTANT" FURNISH TRIS GNAWING FO TO ALL CONTRACTORS S DRAWIG THE INSTALLERS. .�
Trusses requi r........a r. in ra brieating. hantlling, shipping. Inscalllna and b..cing. R.I.,to antl�•I •
[he Incest etliclon of SCSI (Bulltling Component SaT.ey InfarmaCl.n, by TPI and WICA) for safety practices qrl • �C9 DL 10.0 PSF DATE 03/06/1 7
o porrorming tM1.11 functl.ns. Inst.11crs shall pr.vltl.t.mp.r.ry bracing por SCSI. U.
lass noted othor.V. j r-
cop chord s„all hava proporly.tt.lhld structural sha.thing antl bottom chortl shall hava a proporly.tta h • n ,_o
r Igid cal I ing. Locutions shaven for par.....t lateral rostra lnc of webs steal l h.—bracing Installed por� /"ATE •'� DL 10.0 PSF DRW HCUSR40B 17065111
Ions 6D BT or 810, as o plieth Apply platos to oath r.eaaor eru antl posl tlon os 1M1.wn ebov.and ` .�• •• ` ��VTT
the Joint Dotalls, unless n tetl othcrwis.. Rarer co drawings 160A-2 Torsscantlartl plaza posltlans. //� LL 0.0 PSF HC-ENG SCN/DF
Alpino, a division of ITW Building Components G...p Inc. shall ...b.rosp...Iblo for eny d—l—I..from th ' 1• "`O�••
drawing. any failure to bui ltl the truss in conformance with ANSI/TPI 1, or for hantlling, s Ippin ♦ •
AN ITW COMPANY instal Iati.n 8 bracing.f tr.asea. > AAA• •+...�..••' TOT.LID. 40.0 PSF SEQN- 773313
A ooAl on thl•dreNing or eovor pogo Iloeing tllle Ore•Ing, Intl leeto•eeeoptmo of proreselonel mglnuring y/ �/
rosponslblllcy solely for eM10 tlaslgn whom. T„e sdr—I llty and usp ae t„Is dre.ing far eny etrueeuha Is th '//i /ONA� DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite I50 osponslbll Icy ar t.Ballding Designer par ANSI/TPI T Sot.z. 6;h /f40fQ11U111N�Y'S�
Orlando,FL 32937 Far mar. inrormation 11,thls Job's gon.r.l n s p.go and t„.s.web spas: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA 9027E ALPINE: www..lpinol cw.com: TPI: www.tpinst.org: WTCA: www.sbclntlustry.com; ICC:wm.lccs Dou la FlemingLie Number:66648
4 ;, 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - Al2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQU 1 RED
Top chord 2x4 SP #1 Dense :T1 2x4 SP #2 Dense: Nail Schedule:0.128"x3", min. nails
Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Top Chord: 1 Row @12.00" o.c.
Webs 2x4 SP #3 :W10 2x4 SP #2 Dense: Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
TC- From 62 plf at -2.00 to 62 plf at 5.00 anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
TC- From 31 plf at 5.00 to 31 plf at 38.50 DL=5.0 psf. GCpi(+/-)=0.18
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 5.03 Wind loads and reactions based on MWFRS.
BC- From 10 plf at 5.03 to 10 plf at 38.50
TC- 193.66 lb Conc. Load at 5.03 Right end vertical not exposed to wind pressure.
TC- 121.31 lb Conc. Load at 7.06, 9.06,11.06,13.06
15.06,17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 (J) Hanger Support Required, by others
33.06,35.06,37.06
BC- 209.17 lb Conc. Load at 5.03 In lieu of structural panels use purlins to brace all flat TC @ 24"
BC- 87.40 lb Conc. Load at 7,06, 9.06,11.06,13.06 OC.
15.06,17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06
33.06,35.06,37.06 Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Calculated vertical deflection is 0.50" due to live load and 0.76" due
to dead load at X = 18-3-6. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[25] W3X6 2.25 L 1.25
[27] W4X6 S 1.75
8X14= 3X4= 5X6= 2X4III 5X6= 4X6[27]
6 T W1 2-1 -3
9-4-0
2X4111 H0510= B2 3X4= H0510= 3X6[25]= 3X, III
3X6(A1)
2E 0-o
I. 5-0-0 _1, 33-6-0 1
38-6-0 Over 2 Supports
ana�ar!,a,�u
R=2905 U=1734 W=8" S .F/�.�q�h R=2758 U=1597
H=H1
Design Crit: FBC2014Res/TPI-2007(STD) too
PLT TYP. 20 Gau a HS,Wave FT/RT=O%(0°/g)/0(0) 15 1 .0,16 .2 QT !1 /-/6/-/-/R/- Scale =.1875"/Ft.
••WIARNIN EAAND READ AND FOLLOW ALL NOTES ON THIS DRAW GI r T LL 20.0 PSF REF R408-- 69967
'•IYPORTANr'• FURNNISHND DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require c.tremo....
r In fabricating, hantlling, snipping, installing antl)teeing. Rofcr to antl MIL ; �`( DL 1 0.0 PSF DATE 03/06/1 7
the iatese otlieion of BCSI (Bulltling Compon nt 1 Tot, Information; by TPI and WTCSI for sefoty pr.etit..`W1rl /
o porforming chnso funntlens. Inscnllars shell provitlo temporo ry bracing pot BCSI. Unless noted athorw�se
cop--shell h-propor'y ott..h.e str..t rol sM1oething ehd bore m chortl shell h-a proporly ettocho 0
rigltl col�ing. Lo etlons shown for pormnnant°l.C.ral restrolnt of wabs she'1 M1ove br.ting Installntl per e¢s ; ATE . DL 10.0 PSF DRW HCUSR408 17065112
the J.In 03, .I or°810. as o pllonblo. Apply pletos to eoch f160A-Z cru �ntl post el on.s shown.bove nntl"r6r��•. •••
the Jo'n[Dotoils, nless n cetl ochorwisc. Refer to drawings i60A-Z forss antlnrd plate positions. •• OQ. • LL 0.0 PSF HC-ENG SCN/DF
A 1pingo. a div'sion of IT W Bu I l d i ngrCompenonts Group Inc. shall n t be responsib 1.for any d-l-I..from th ��+� O(\` ••••
tl rawin any failure to build the a ss in canto rmancn with ANSI/TPI ,, or far hantlling, shippin .yam �. + �� TOT.LD. 40.0 PSF S EQN- 77 3208
AN ITW COMPANY insca nets on&bracing of trusses. ° •+1•••-®���•
A eosl on this tlrew ing or eovor psgo listing this drswing, Indl- seaptmes oT profssslonsl sag1-1.g
rospensibl llty minly far tha Cast gn ahnwn. 7no veltebIIIZy end Ise of thls d-I.g Ter any atruetu ro IsS�aNAI. DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 esponslbl llty of the Bundl.g De.Ignor Per ANSI/TPI 1 Soc.2. y/q� _y�
Orlando,FL 32937 For mern inrormaclon s th's fob's g.....I s pogo antl those
°° "°`° www.l....fe SPACING 24.0" JREF- 1VYT408_Zl4
FL COA H027S ALPINE: www.olpinoicw.tom; TPI: www.tpinsc.org: WTCA: www.sbclnduscry.com; ICC: IDOu la Fleming Lic Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - A13)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP"D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
:Lt Bearing Leg 2x8 SP #2 N: design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.10" DL: 0.15". See detail DEFLCAMB1014 for
camber recommendations. Provide for adequate drainage of roof.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 61 W3X4 1.25 R 1.25
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
4X6(R) III
s I-
3X4� 5X6-
2X4D/
3X6= 4X6(SRS)(R) 1\1
8-5-3
4X8= 6
0-11-7
T 4-nL:�4 3X4[61= 3X4= 5X8= 5X6= 4X4(A )
0� ]E 31-6-12 �1
2X4 III 1
1_ 3-11-4 _1_ 11-5-8 _1_ 16-2-0 _1
- 32-2-0 Over 2 Supports
Ilrildth/p/
R=1323 U=387 W=6" h t+ .rk/p� R=1314 U=367 W=8"
RL=301/-354 ,,`` J'►.7 ! AI
Design Crit: FBC2014Res/TPI-2007(STD) '• V aS� ••
PLT TYP. Wave FT/RT=O%(0%O)/O(0) 15 1 .(L .06 .2 QT 1 L/-/6/-/-/R/- Scale =.25"/Ft.
••WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING • 70. • T LL 20.0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 69968
Tru ss.s require o><t rem.c rc in rabricating, hantlling, shipping. Installing nne bracing. R.for t.and;III w . *�DL 1 0.0 PSF DATE 03/06/1 7
the latest etlIt'..of BCSI (Duiltling Compan.ne S.T.ty Inform.clon, by TPI .nd WTCA) for safocy p...ticos o •
o port.rming chos.funcYlons. Installs,shall provide temporary brncl ng per BCSI. Unlass n.tod oche � •
top chortl shall nova pr.p.rly att..h.d structural sh..thing and bottom chortl shall have a properly att • •
rigid coning. La atlons shown r.r p1....cnt I.t.... ..tralnt or webs shall In...bracing Inst.Ilotl norn�s • ATE i DL 10.0 PSF DRW HCUSR408 17065113
L�� 1� ,.laid
... D].rc810, as applic.bl.. Apply pintas t..nth rote..(cru antl position as shown above.Ofp •• ••
a tn.Joint D.t.ils. .nlass net.d oth-ill. R.r.r to drawings 16DA-Z for scantlard P-Iti.na. , �y p LL 0.0 PSF HC-ENG SCN/DF
A 1pin., a division.f ITW 6ullding Components Group Inc. shall n c b.responsible for eny tlevlatlon frwv t •. /�� R,O�••
drawing, any f.11ur.t build t.truss in conformance wiW AN
1, or Tor handling, shipping, I�� •� O.` ••
AN 17WCOMPANY Inst.II.,I..T,or..Inn of tras=�s. '?, �` ••....�..••• �� 'r TOT.LD. 40.0 PSF SEQN- 773376
A Bowl on this drswlnp or eoysr psgs IlstIr,"Is CrulnW, Indlcstss seceptsnee IT professlonslreng lnssrin ��I G
osponslbll lty sel.ly Tar eho tloelgn shown. Tha su ltablilty end ueo of Ule dre.ing r.r e,ry ec ro le U y /Q�e` DUR.FAC. 1 .25 FROM RF
2�00 Lake Orange DL,Suite 150 oeponslbn ley.r u.Da nding Ds tenor per ANs vrPl 1 s.e.z. I/1� !l
Orlando,FL 32837 For m... Inform.ti..11.this Jobs 9.111.1 n ,pogo and th.a.w.b sit— %twol flu" SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA NO 278 ALPINE: www.alpin.i[w.con; TPI: vrvnv.cpinst.org: WTCA: w Ibc lntlustry.� : ICC: www.Ices Dou la FlemingLie Number:66648
1. 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - 1301) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-1.0, CLOSED bldg, not located
within 9.00 ft from• roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 -SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional .C&C member
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live Load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft.
factor for dead load is 1.50. from roof edge.
5X6= 5X6;
5X6� 5X6
6 7-6-7
6
+9-4-0
4X4(A2)= 5X6= 3X4= 5X8= 5X6=
4X4(A2)
2L`o-o I
14-4-8 3-7-0 14-4-8
32-4-0 Over 2 Supports
IlYllfliy
R=1327 U=378 W=8" 4 �/W=B,.
RL=401/-376
V.`••••W■ ■ ■••••••��
Design Crit: FBC2014Res/TPI-2007(STD) • V •
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .Ql .06 .2 QT 1 L/-/6/-/-/R/- Scale =.1875"/Ft.
••WARNINGIm' READ.AND FOLLOW ALL NOTES ON THIS DRAWINGI • 70. •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • T LL 20.0 PSF REF R408-- 69969
Trusses require eztrama c rc In fabricaeing, hantlling. sM1lpping. Inscalling antl bracing. Rarer to and}III w ■ ' DL 10.0 PSF DATE 03/06/1 7
thevtli<lon of SCSI (8uileing Component Safety Inf.rmatl.n, by TPI .ntl WTCA) for safety practleas •
o pc rf.rm ing th.s.f...t l ens. Installers shall provltlo tempo very bracing per SCSI. Unless n.e.d.th.r f •
cop th.,d shall have properly att.cM1.tl structural shaathing antl bottom chord snail have a prop.,ly att.,rras W • DL 10.0 PSF DRW HCUSR408 17065 1 14
rigid calling. L.cntlons shown T..p.rmanant latar.l r..tralnt.f w.bs shall have braving Install.tl pahn S A
clops 83, 8]or 8,0, as applic.u'-. Apply places to...h fee.of truss..d posl elon es shown oboe. �i�ip O� q •••
a n �� 2 Chc.Lint Dat.11s. .piss petal otherwise. R.far t.tlrawings,GOAA_Z for stantlartl plat.positions. S °• A •• LL 0.0 PSF HC-ENG SCN/DF
'IL—I IL��� Alpine, a tlivlsivn v! ITW 8uiltling Components Group Inc. shall t ba rvspanslbl.for eny O.viation from t •• ,O ••
drawing, any failure ego buirusses,truss in eonf.rmanev wleh ANSI/TPI ,. .r for M1antlling, shipping. G �/�•+ • 0� • •• \ TOT.LD. 40.0 PSF SEQN- 7 73 380
AN ITW COMPANY I sea nation s b,atin IF t I ,(�' •• • '
An moral on chi.tlnWlnR or cover ■ P engineering
,�I�` ••■-•••
pmgd Ilmtln Ulm tlrmWlnW. Intllemtmm acceptance of profmsmlonml
.apon.lbl llty solely for Chu dosI ..hem. Tho sultablllty m.tl a....thlw Ora.l.D for a.y mtr..ibr. Is u ry% .''/0 NAI.'�\_o DUR.FAC. 1.25 FROM RF
spa.slbi my of thy.8ullding Dslgnor per ANSI/TPI 1 S.c.2. I/
2400 Lake Orange Dr.,Suite I50 I//I p10��
Orlando,FL 32837 F.,mar. Inf.rmatla.s tM1 Job's 9.....I . s pages antl th.s.w.b sits: 'W"no AU SPACING 24.0" J REF- 1 VYT408 Zl 4
FL COA N0278 ALPINE: www.a 1pinalcw.vom: TPI:www,tpI.,c ,g; WTCA: www,sbc Industry.,,,; Icc:www.Iccsaf-Dou la FlemingLie Number:66648
03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - 602) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft.
factor for dead load is 1.50. from roof edge.
5X6= 4X6(R)Ill
3X4 5X6
6 T— 7-1-3
6
9-4-0
2X4111 5X6= 5X8= 2X4III
4X4(A2)= 4X4(A2)
2
13-6-0 5-4-0 I 13-6-0
32-4-0 Over 2 Supports
R=1327 U=392 W=8" 4 W=8"
RL=380/-355
Design Crit: FBC2014Res/TPI-2007(STD) �� V S �•
PLT TYP. Wave FT/RT=O%g(0%D)/O(0) 15 1 .Q, .06 .2 QT 1 L/-/6/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING] • •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O• T LL 20.0 PSF REF R408-- 69970
Trussos requlro oxtremc c re in fabricating, hondl�ng, shipping. I�stelling ane;Toeing. Roy PracctanU rmll w . .. . , DL 10.0 PSF DATE 03/06/1 7
tM10 lotost atlition oT NCSI (Builtling Compon.%So Toc Informa[lon, b TPI end WTCA for sofot ]cos •
o porforming chesg Tunctlans. InstmlI.—shall Prouleo temporary bracing por BCSI. Unless notg0 otho •
top chord shall have properly attached struct ral sM1oatM1ing ane bottom chord shall have^preporly attar
1 rlgie colling. Locotlons shaven far pormenonc"locorol r ralne of webs she„ havo bracing Installed peerntfes ® ATE 0 DL 10.0 PSF DRW HCUSR408 17065115
Q �^ sections Bn .I or Sol as a—o cable. Apply plot..d—Ion Tee^eoT tru C ne peal elon os shown abov^ �(^p . °
ILJ�I _ I.— Details, mess n tee cc ..isa. Rafar to erawings i60A-2 Torss aneare plate pass ti ons. �j O •
AIPine, tlivlslon aT ITN I)ailding Components Greu Ina. shall t be r • ! LL 0.0 PSF HC-ENG SCN/DF
p esponslblo Tor any d-1—lon'frmm t +jam�/ `O�°•
drawing. any Talluro t ba 'e tho truss In conformance with ANSI/TPI 1, or.Tor handling. shIpp1, + ` TOT.LD. 40.0 PSF
AN ITW COMPANY l sta not Ion a braein e f trusses 9 •• •O W °•°
A^wa., gh thI,drrwW,hg or ee.. t r2i F �� SEQN- 773384
p o r Pwgw IbtlnW ehlw tlro lnW• Inele.ns•dpwne.oT prorwawlonwl �rnMIP..I ���/ .yA•
ospgnslbl llty loly Tor eM1w ern lgn shorn. Tho sulteb11My ane oso IT thlw dra.ing Tor e,y atr To
Is SADiVAt�'���" DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 ospenslbl l Icy mf—Bu1lding Designer per ANSI/TPI 1 Soc.2, /�js, ll
Orlando,FL 32837 For more InTormntl on s this,job's general n s page ane those web sites: wUnUWWU
w WT
1Y $PACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA 9027R ALPINE: www.a ipinoltw.com; TPI: epl—t—g; CA: www.sbtindustry.com: ICC:www.l ctsar-Dou la Fleming Lie Number:66648
03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - B03) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "136" uses design values approved 1/30/2013 by ALSC design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft.
factor for dead load is 1.50. from roof edge.
4X6(R) 1\I 3X4= 4X6(R)
3X4� 3X4-
6 `- 6-1-3
� 6
9-4-0
2X4III 5X8n=- 5 8= 2X4111
4X4(A2)= 4X4(A2)
2�o-o
11-6-0 I 9-4-0 I 11-6-0
32-4-0 Over 2 Supports
R=1327 U=420 W=8" S46F,1 !,)Y-8„
RL=332/-308
Design 01 Rn Cr it:t: FBC2 4es/TPI2007(STD)- >" 'v'VVV��•v S�••••v
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0• 06 .2 TY: /-/6/-/-/R/- Scale =.1875"/Ft.
"WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRANINGI TC 1 LL 20.0 PSF REF R408-- 69971
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a
Trusses requlro a creme c re in fabricating, handling, shlpping. Installing one racing. Rarer to antl T 1 L 10.0 PSF DATE 03/06/1 7
tho lotest od ltlon of SCSI (Suiltling Compon nt Safoty Informotlen, by TPI antl WTCA) Tor sofoty practicas ID)1 : ,
o Parforming the..functions. Inscallors shall provld.temporary brazing por SCSI. Unloss noted atM1arw W
Cap ehortl sM1oll hove propor ly at[aehetl st rue[u rot sheathing ontl bottom eM1a rtl shall havo a properly o A/�
1 rigid coiling. L...tlona shorn Tor permanent lateral restraint PT webs shall have bracing In t.11odtpu�M1e �: P'1TE ; 0 DL 10.0 PSF DRW HCUSR408 1 70651 1 6
C„ctlons 03. .]or S^O,sass^ppl lcobl o. Apply pintoso Cdo each fa c000f tru C ntl position as shown obovo.nd •e •
O o Joint Do[alls, u Ie zed otherwise. Rofar t swings I60A-2 forss antlartl plaza pe.ltlen.. •� Ft 'QQ�••• LL 0.0 PSF HC-ENG SCN/DF Alpine, a dlvlslon of ITw Suilding Components Group Inc, shall n t bo responsible Tor any devlotion from th�j�®�••+ O O ••
tlrowing, any fallurI co bulltl the Cross in cenfo rmance with ANSI/TPI 1,or Tor handling, shlpping, I • (t •
AN ITWCOMPANY Instellotlon&bracing oT tru..e. ��i� '••••�••• OT.LD. 40.0 PSF SEQN— 773388
A weal Rn thle drewlnW er cover pep. Il.tlnp thin d—ing, Illdle.t..a pt.nt.eT p—T...lon.l .nWln..rinp ��I e
rospons Jollity eolaly Tar th.tlm lgn ehewn. Tha wultebll ley antl uw oT Ule tlre.ing Tor eny siructuro le U , ��io NA� o
2400 Lake Orange Dr.,Suite 150 rea�^n.lbl My of th.em ltling De.....r par ANe vTPI 1 See.2. by � w l� DUR.FAC. 1.25 FROM RF
Wne�iuu
Orlando FL 328 Far mare InfermatTPI. thl.,eb•s general n ,pogo antl ue.e web.Ito.: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FLcoaaozTg ALPINE: www.olpinoltw.com; TPI: www.tpinat.org; WTCA: www.sbclntlustry.cem; ICC: ww.r.IccsafaIDOU la FlemingLie Number:66648
03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort - B04
Value Set: 13B (Effective 6/1/2013) P )
Top chord 2x4 .SP #2 Dense 160 mph wind, 15.0®
Bot chord 2x4 SP #2 Dense within 9.00 L= ft
wind BC DL=5.p Froa9 �t mean h
Webs 2x4 SP #3 Ps °pf ed 9t ASC t
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wisignd loads and readGCPi(+/)-0R78K C ` 7 TNA� CL�design. �+�
ohs based 70 C
Bottom chord checked for 10.00 psf non-concurrent live load. In lieu of sir ed °ry MWy l �f• �c SOS
Deflection meets L/240 Iive and L/180 total load. Creep increase OC uc�u ra i Panels use wi XA O a7
factor for dead load is 1,50. MWFRS Purl th 414y,
toads based on aaQli� ����" 70+
from roof edge tr /o® �Gg su mG
trusses tOeated to brae C T�°�
a� -lea
st 7S.00
C�
5X6= 2X4III 5X6-
2X4-
2X4
6 r
6
5- -3
5X6= 3X8= 5X6=--
4X4(A2)= -�-9-4-0
4X4(A2)
zIE O I
z-o-o
9-6-0 13-4-0 —�
9-6-0
32-4-0 Over 2 Supports
R=1461 U=496 W=8" �iRglUlry�z
RL=319/-319 �,p►S "� 96 W_BI,
Design Crit: FBC2014Res/TPI-2007(STD) OF
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0,f 06 .2
w•WARNINGI'• READ AND FOLLOW ALL HDTES ON THIS DRAnNGI TY:
••INPORr'ANT'• FURN ISII THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IIWALL 1 —/ /R/—
Trusses rvqulra axcroma c ro In T.bri.sting, handling. shipping. Installing old bracing. Rotor to end f I W TC ILL
Sca I e
the Inces<ad]"on of SCSI (Building Component Sarot In(ornat ion, by TPI and WrCA for sa lot W
^pfocoGl cos() 1
to Porformin9 Lhasa ru�tio rs. inscallars shall provide temporary bracing par SCSI. unl,,, ated thew : '�w 20 0 PSF REF R4081 875 Ft.
cop chord shall have pfopor ly ettachetl structural sM1aoening and bbieom chord shall have d properly at[ech L 1 D O Cf1(]72
rigid calling. Locations shown for parmanaMt lateral rostrolnt ar wabs shall have bracing Instglled par D • •» PSF DATE V,7j
cciens 113, DT or Dig, as appll—ble. Apply plates to oath race of cru s and position as shown above and • ATE
I1�1^1�� the
Joint Dotells, un loss nocad ocharwisa. Rofor co drawing,16OA-Z forsstanderd plate positions. 6/
O a �I�/� Alpl na. a di vi elan ar ITW Bul lding Components GrauP Ina. shall net be responsible for nO9davlatlan rrwo th't� ••• I� ••• DL 1 0.0 PSF DRW 03/0 1 7
L�LLL111••, orowing, any relluro co bul ud cho truss In con romance with AN51/TPI t, or ror handl ing,n hipping '7 •• pp • H(.Ifs`
AN IrW COMPANY Instal melon.h—Ing or craaspa, any 0R%'0.•• LL o D $F R408 7
A.o.I bn this tlhslnp or—or Ps"listing"Is drswifry 1ndlaates•ppesnes of prabulon,l snOlnesrlh �� •*saw...
ry_\``� 70B51
fposP'Ibl I Icy aololy ror eho dmlgn ahem. The ault,blllty,nd Pad of this drssing Tar my re le Vl ''�� �'/pNAI M"�o SOT.LD 04 p P$F HC-ENG SCN/DF 17
Ibl l Ley or Uo Dul ltling Dealgnar par ANSI/TPI 1 Soe.2. (s
2AOO Lake Orange Oc,Suite 150 Far are Informption s this Jabs general n s page and these sob slices: 'v� 1M�lIIIuW OUR.FAC_ 1.25 EQN- 773392
Orlando,FL 32837 ALPINE:wwvi,al Pinot to.caa:TPI:www.tpinse.org;WrCA:wvw.sbelndusery.eam; ICC;www.lee L
FL coAso ns oaf-Dou la Flemin Lic Number:66648 SPAC I NG FROM RF
" 24.0D VY
03/06/2017 JREF- -
1 T408_Z74
l
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P _ B05) Tii,IS DWG rrcc.n
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s)
re
scaled plate plot �Llire special positioning, Refer
Top chord 2x4 SP #2 Dense �etaiis for special position; �m
Bot chord 2x4 SP #2 Dense 160 mph wind, 15.qq ng a`- `
Webs 2x4 SP #3 within 9.00 ft frpM ft mean hgt, ASGE 7_10, CLOSED �urremeh is
wind BC DL=5.0 ps� roof edge, RISK CAT II I
Lumber value set "138" uses design values approved 1/30/2013 by ALSC GCpi(+/-)=0,18 EXP D, n dg not
Wind loads and re Uvl�nd TC Roc -
In lieu of structural panels use puriins to brace all flat TC 9 24"' design. actions based on MWFRS wi DL�4_->��
OC,, th add i t i r ps f,
Right end vertical not exposed to wind r ��al CC
Bottom chord checked for 10.00 psf non-concurrent live load. men'be
Deflection meets L/240 pressure.
JT PLATE LATERAL CHORD factor for dead live L/180 total C�
No. SIZE SHIFT BITE load is Load.
[171 W3X4 S, 1.25 MWFRS loads based pep increase
from roof edge. °n trusses Iocated at least 15.00
/
5X6 2X4III 5X6= 4X6_(**>) - - /
6 i-
3-1 -3 4- -3
2X4III 5X6= 3X4[17] +9 4-0
3X4(Al)= 3X6 III
7-6-0 _L' 17-10-0 i
25-4-0 Over 2 Supports
R=1164 U=516 W=8" S Iiu!{pr���A
RL=166/-102 4�=1030 U=549 W=4''
13•,rrf • ww *
Design Crit: FBC2014Res/TPI-2007(STD) Q ••• ••*
PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 1.0 06 Z T ; /_/6/_/_/R/- _
—WARNING READ AND FOLLOW ALL NOTES ON THIS ORAWINGI Sca I e -,25—IMPORTANT" FURNISH THIS DRAWING.TD ALL CORMCTORS INCLUDING THE INSTALLERS. -C ' TC LL 20.1 PSF 11/Ft
[�..'-rd
ses Ira.xtrem.c ro in fa-la—in h-01. shl In In.-M. end b...In Rof.r Y.and f I r regu 9• 9• PP 9• 9 se ■ 1x \
testof SCSI (Builtling Component Sefoey Information. by TPI and WTCA)far fotypraels ; r �L PSFREF R408-- 69973
£ormseInstall¢rs shall provitic temporary bracing For 8C51. Unl¢ss nbGCtl othorwla�a 10'0 DATEord shall have properly attach-—r—rai shoaching and bottom ohard shall h—o,a preporly aYeaeh O3�tolling. Locations shown for permalrcnt lacarel rasirelnt of webs shall h¢v.bracing Inatailad par so 0
T• ns 83, 87 or 610, as appfie-le. Apply places io ceah taco of eru antl poslelon as shown a--end •• •• DL 10 0 PSF 06/77
uint Dotalls, unlCss natal C[h¢rwise. Rafor Yo drawings 46oA-2 forss[endard plat.positions � • DRW ifCUSR408 17065., a tllvislOn of ITW Bufitling Compon¢nta CfOup Inc. shall not bo rasponsibia for any devlsYlon fran th ' • 118l9atf.n& to bracing ofutldssas,truss in corlformeneo with ANSI/TPI 1,or for hantlitng• shipping, , •••`OR • LLO.O PSFC— SCN/DFAN IrWCOMPANY irw b ''� . • ENG an this drawing or.over pall•listing thin drawing. Indlawtss accaptanas or professional«IglO Ing �y� g��� NAi,. OT.LD. 40,0 PSF SEQN- 773287
elbloololy for tha design shown. Tho sulteblI lty and usa of Yhls drawing for any strvetura innsmilliy of tha Oullding basignar For ANSI/TPI T S--2. DUR.FAC. 1.25
M RF
2400 Lake0rangeDr.,Suite150 For m.,a I --tl—s this Jobs 9...ral n s page giro v,¢se wan slips: -'•�+tl Hall SPAC I FROM
Orlando,FL 32837 ALPINE: www.eipinaitw,com;TPI:owww.tpinst,org;WTCA:—.sbelnd...ry.a..; ICC:www.toesafoIDm3 la Flemin Lie Number:66648 NG 24.0"FL MA M 278 JREF-
1UYT408_Z14
" lw 03/06/2017
W
y
a
. �? �
`�
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - 606) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[141 W3X8 3.00 R 1.25
MWFRS loads based on trusses located at least 15.00 ft. [211 W4X4 1.25 R 2.00
from roof edge.
4X6= 3X4= 5X6= 4X4[211
(a)
6 3- -3
4-0
2X4 III �9-
5X6= 3X8[141=
3X4(Al)= 3X6 III
L,2-0-0.;�j
5-6-0 _I_ 19-10-0
(E 25-4-0 Over 2 Supports
R=1184 U=549 W=8" AS F,wtu�'q =1031 U=580 W=4"
Design Crit: FBC2014Res/TPI-2007(STD) •••V' S`�•.•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15_ 1 .0t 06 .2 TY•,1 /-/6/-/-/R/- Scale =.25"/Ft.
•'WARN INGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWING[ �►` : T LL 20..0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 69974
Trusses requir.eKt remo c re In(abrlcacing, hnndling, shipping, Inst.1ling one bracing. Roper to and II • �{� �
tho lat.st.dltion.f 8C51 (8ulleinI Component Safoey Information, by Tpl nntl WTDA, for snf.ty prae[Ie.sT /�Air
SDL 1 0.0 PSF DATE 03/06/1 7
o porr.rming these runctl.ns, Instn.....shall pr"Ido temporary bracing por BCSI. Dnl.ss noted.th rw=o •
cop chord shall have properly att.hotl eruct ral shoaching and bottom chold shall havo n properly attacM1� • ��E ••�B( DL 1 0.0 PSF
rigid eel ling. Locaelons shown for por....ntul.eorel rnstrolnt of w.bs shall havo braeing Inseell.d par B • ���IIIIII DRW HCUSR408 17085119
tins D3, D]or B4O, as oppllcabl.. Apply plates to en.h Taco of tru nntl position as shown oboe.and �.p P Qi
a Q cho Joint Details. unless noted otM1 rw is.. R.f.r to drawings 16OA-Z for sst.,d.,d plow poslel.ns. I`1D O
Q�p Alpin., a division.f ITW Building Componen s G...p Inc. shall not b.rasp...1 o far doviatlon from th •. QQ'•• �: LL 0.0 PSF HC-ENG SCN/DF
wing. any failure 9`tfu55fc truss in conformance with ANSI/TPI ,. .r for M1antlling,n hlppin ty,. 4 s/ •O • \ r`TOT.LD. 40.0 PSF Q
n� y o• 0�` •. s
AN ITW COMPANY a stanatinn A brn.ln a s g �•� �•• SE N- 773281
AnNONI on ihl•drl•Ing or eov.r p.po II•ting"I.dr Ingo Indle•t••Aeaptmc•of prof...I—I mgIn ring ,�/�
rosponsIbI l lty wl.ly for th.d.slgn shorn, Th.sultabllliy end os1 of this dra�ing far any structur, le tb ���
2400 Lake 01an6e0r.,Suile150 rosPonslbIIIcy or—Balldlag Do,Ignar por ANSI/TPI 1 So 2. NAL DUR.FAC. 1.25 FROM RF
Orlando.FL 32837 F. or, lnr.rmaci.n so this Job v,.s a...r.l n a pogo nntl a.w.b aic.s:
t!/t41tt{Ot11111111
FL COAN0278 ALPINE: www.olpinoltw.c.m; TPI: www,epinsc.org: MCA: www.sbclneustry.c.m; ICC: r,Douglao Fleming Lie Number:66648 1 SPACING 24.0" JREF- 1VYT408_Zl4
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - B07)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 62 plf at -2.00 to 62 plf at 3.50
Bot chord 2x6 SP #2 :62 2x4 SP #2 Dense: TC- From 31 plf at 3.50 to 31 plf at 6.60
Webs 2x4 SP #3 TC- From 62 plf at 6.60 to 62 plf at 10.17
TC- From 62 plf at 10.17 to 62 plf at 11.88
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC TC- From 62 plf at 11.88 to 62 plf at 25.33
BC- From 4 plf at -2.00 to 4 plf at 0.00
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 0.00 to 20 plf at 3.50
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- From 10 plf at 3.50 to 10 plf at 6.60
wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 6.60 to 20 plf at 25.33'
TC- 67.11 lb Conc. Load at 3.50
Wind loads and reactions based on MWFRS. TC- 70.24 lb Conc. Load at 5.09
BC- 78.37 lb Conc. Load at 3.50
(a) Continuous lateral restraint equally spaced on member. BC- 56.67 lb Conc. Load at 5.09
BC- 464.72 lb Conc. Load at 6.60
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[111 W3X8 2.50 L 1.25
[231 W4X10 4.75 R 1.25
[261 W4X6 1.25 R 2.00
4X8= 2X4 III 4X6[26]
s r-
4X8= 2X4 III
(a)
2-1 1-7
6f
;7K ::: Z::�
+9-4-0
2X4 III 3X8[11]= 2X4 III 62 4X10[23]= 3X6 III
3X6(A1)= 6X10(SRS)
5X8(R) III
L2-0-0:�j
I, 3-6-0 _I_ 6-8-0 _I1-8-8
_ _I_ 13-5-8 �I
25-4-0 Over 2 Supports
maftq,�.
R=1655 U=1057 W=8" P� (� �i�2=1170 U=667 W=4"
Design Crit: FBC2014Res/TPI-2007(STD) a °••� aS� ••
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .Qt 06 T •,1 /-/6/-/-/R/- Scale =.25"/Ft.
••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T LL 20.0 PSF REF R408-- 69975
••IYPORiANT" FORN ISH"IS ORA•ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlro,¢V,m,c r, in fabricating. handling, shipping. Installing entl racing. Refer t,Intl;I 1 =DL 10.0 PSF DATE 03/06/1 7
tho latest ed1tIo of BCSI (Building Companont Sefoty Informaeion. by TPI and WTCA) Tor s,r,ty praeeie,s I •
^performing those functions: Installers sM1all provldo temporary br,eing per BCSI. Un1,ss n,t,d oth,rwQo •
tap chord shall havo properly attach,d seructurel sh,athing and bottom chord shall h.,,a praparly^tt,.ho 0 T f
r lg la coiling. Locnclons shown War pormnnanc loceral rostra lnt,f webs shall havo bracing Instaed par B : Al E °• DL 10.0 PSF DRW HCUSR408 17065120
cclons Ba. 8T or 810, as applicable. APply pintos co oath taco of cru Intl post tlon as .....b,v,Intl • ° Q•
O the Joint D,t,Ils, unless noted oth.,,i,,. Rotor to drawings 160A-2 iorsstanderd pile,positions. •• •
19� F/ ` Qom.• ; LL 0.0 PSF HC-ENG SCN/DF
r Q IM Alpinv, a di vl slon of ITW Building Compon s Group Inc. shall not b,responsl blo for any tlovlaelon from ch '•• L l� •
awing. any failure c build th,truss Inecanformance witM1 ANSI/TPI 1, or for M1antlling, shipping. •1 \ ••
AN ITW COMPANY °stal laden A bracing eT trb==es. t �y'®.Rr .........•' .TOT.L.D. 40.0 PSF SEQN- 773295
An sowI on thle dr•rinf or,ovor papa Ilftinp th In drmwlnf. Indlub sceopewnc.of prof.wwlonsl pinw•rinf ry
rosponslbll lty eololy for iho doslgn shorn. Tho sultsblI icy end use IT this dre.lnf for any ser uro la eh
'y
2400 Lake Orange Dr.,Suite 150 rasp°ns1b111[y,f Hie BulIEing DesIgnor"v ANSI/TP1 1 Soo.z. '� wONAI- OUR.FAC. 1 .25 FROM RF
Orlando,FL 32837 For morn 1-r-I en a this 1 n and those wvb sltos:.ov Jos s genora ,cos pogo -.leesafa SPAC I NG 24.0 JREF- 1VYT408_Z14
FLCOAk027R ALPINE: www.elpin,ltw.c,m: TPI: www.cpinst.org: WTCA: www.sbcindusery.com: ICC: IDQU la Flamm Lie Number:66648
03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - B08) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf.,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313 design." uses design values approved 1/30/2013 by ALSC -
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft.
factor for dead load is 1.50. from roof edge.
5X6= 2X4III 3X4(R) III
6
3-1 1-7
9-4-0
2X4(Al)= 5X6= 3X8=
3X6 III
7-2-8 _I, 11-5-8
�E 18-8-0 Over 2 Supports
rtniay�gri
R=774 U=314 F ` 4iq R=764 U=420 W=4"
RL=126/-42
H=H1 4O•�.' S�••�'Y
Design Crit: FBC2014Res/TPI-2007(STD) V'
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.Of 06 2 TY. /-/6/-/-/R/- Scale =.375"/Ft.
••IYPORTANr'W'�NFURNISH THIS DRANI AND NCL TO�ALLL CON�rBACBTo si INC DING�'THE INSTALLERS. g TC L 20.0 PSF REF R408-- 69976
•
Trusses roqulro o=emc ro In Tabrleating, hentlling, sM1ipping. Instelling antl bracing. Rotor to antl! I • ° L 10.0 PSF DATE 03/06/1 7
tM1e la ease,din es.orrSCSle(Builtling Compan nt Safdty Info rmntlon, by TPI antl WTCA) To,sefaty praetieos p�i •
o performing those funeelons. Inscall,rs sM1all p, Id.tampornry bracing p,r SCSI. Unless noted otharwl� ATE
Cop chord sno1I haves prop,,Iy ottachad structural s .thIng and bottom ohold sn,I I haves,proporly attaches °. + DL 10.0 PSF DRW HCUSR408 17065121
7
rig la c,lling. L*%tl .shown for pCon",nt loto,el ,osC,alnt of wobs s all naves bracing Ins[allod por S
s S3, B]or B10. as appllcebl,. Apply prestos to,ecM1 taco of tru antl pall clan as shown obovo antl p AAA
a �� 2 CM1et.Joint Datalls. unless n,t,d aches rwlsa. R,lar to tl,awings,GDAa_Z farsstandd rd plat,paaltlans. .. fs••. �� �O�•.• LL 0.0 PSF HC—ENG SCN/DF
ILL�.J IL��� Alpine, a di vi slon
o! ITW Bulltling Campan.pt Group Inc. shall t bo raspanslble for any dovlatlon from en s��(�� .+ OR
tl raw ing, any lailur,co builtl cho truss,in conformance with ANSI/TPI ,. ar far hontlling, sM1lpping.
AN ITW COMPANY Installer r on&bracing o!eras:,a. ��j �•M�••••
A ed.I an straw drewing or pay r peyw netin thlw dre.I mdle-es.d • �4�y ss/ C�G `TDT.LD. 40.0 PSF $EQN- 773278
osponslbl llc sal,1 for—dosl • n•, ap[,dr of profwwwlpnel .npinwrin h.- O�� Gv�
Y Y gn ahawn. NSI wulcebll 2 end use of ihls dra.InR far any etruRure le ffi yI-'4 �- DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Stile 150 rosponslbllley or cho Du to ing Ooslgnor por ANsI/TPI , Soa.2. /L.,Y ��
Orlando,FL 32837 For mo,d Inlarmatlon 11,this Jabs gonaral not,,pogo and ens,web spas `+r " Z 1 4
FL COA#0278 ALPINE: www.al pinoltw.com: TPI: www.tpinst.org: WTCA: www.sbclnEustry.com; [CC: —:1.csaf.Dcu la FlemingLie Number:66648 SPACING 24.0 J REF- 1 VYT408
03/06/2017
(15621--LOT 2 TARPON FLATS —Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P — B THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 09) ,BY TRUSS MFR.
( Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SO #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SO #2 Dense
Webs 2x4 SO #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved'1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15..00 ft.
factor for dead load is 1.50. from roof edge.
4X4= 2X4 III 3X4=
2X4 0
6 (—
4-1 1-7
9-4-0
5X6= 2X4 III
2X4(Al)= 3X8=
L-3-4-0�
9-2-8 I 9-5-8
�E 18-8-0 Over 2 Supports
t141IM114I!
R=613 U=181 W=8" �3� 4�'
Design Crit: FBC2014Res/TPI-2007(STD) S�••�
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0?.06 2 TY. /-/6/-/-/R/- Scale =.375"/Ft.
..WARNINGI•' READ AND FOLLON ALL NOTES ON THIS DRANINGI7-
.....RTANT" - TC L 20.0 PSF REF R408-- 69977
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •
Trusses require.t Imo ro in fabr lcating. handling, shipping, Inst.l l log Intl bracing. Rofer to Intl f I ■ •
tba latest edition-BCSlc(Bulleing Component Safety Information. by TPI Ina WTCA) far.af.ty prepuce.p�l • • TC+ L 10.0 PSF DATE 03/06/1 7
a parfarming CM1asc functions. Inst.11ors Ih It pravid.temporary bracing por SCSI. Unless notvtl ath.rwlw ■
top chore sbull boll proporly att.,hetl tract ral sheathing Ina bottom 1h,rd I—I I,—a properly aecacho ��\\O QTF
rigid tolling. Locations shaven for por....ntal.tarel rostrelnt If webs shall halo br.eing Inseelled por B �y �� ••^ �y DL 10.0 PSF DRW HCUSR408 17065122
Q ���TI Clans 03. B]or B10. as appllcabl o. Apply platers to each face a!tru Intl position as s ..ebovo Intl 0
Cher.l... Details. a.1 IT naive oeM1crwisa. Rafor to Ira, hA 160AI-Z forsstan.111 pieta posielons. ,�0,•.• �� `OQ►�.• LL 0.0 PSF HC-ENG SCN/DF
�LLI1�=J II ram'—' Alpin a tlialslon o! ITW Builtling Components Groap Inc. shalt n t oo responsible for any tlevlatlon from th s�� �� OR
awing, any Tailu ro to build t o truss In conformanco with ANSI/TPI 1, or for hantlling, shipping, y� ••■■•■•-■`■■■••
AN ITW COMPANY °=cal latian A bracing.f tra..�.. G `fOT.LD 40.0 PSF SE N- 773277
Anee■1 en this dr■w leg or e..*r psgw II■11" thi■tlrww Ing, Intlle■t■■■eapt■nce of prof■nwlen.1 ogln■■ring �Q �J V rosp.ns lbl lley so l.ly Tar tb.doslgn shoo,. TA.s Il blilty Ind use of"I.dra■Ing Tar eny Itr Ira la th / �� N/AAAAry
2400 Lake Orange Dr.,Suite 150 rosponslbl llty or tl,e Relldl.g Doslgner por ANSI/TPI 1 Soc.2. ,-y'"/�� DUR.FAC. 1 .25 FROM RF
11111
Orlando FL 32837 Far mar. InformetlI.so this,jab•...neral .pogo and the.a web site.: "
FL COA 90278 ALPINE: www.a 1pinoi[w.com; TPI: www.[pinst.org: NTCA: www.sbclndustry.com: ICC: www.I.....tDou la Fleming Li.Number•66648 SPACING 24.0 J REF- 1 VYT408 Z 1 4
03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - B10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located -
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft.
factor for dead load is 1.50. from roof edge.
5X6% 3X4(R) III
T2
2X4Q�
5-1 -3
6 F__
9ul -4-0
2X4 Al( )= 5X6= 2X4 III
3X4=
L-2-0-0� L-3-4-0-�
I, 11-0-0 I 7-8-0
18-8-0 Over 2 Supports � ���'
R=752 U=373 W=8" 'S F�4 -620 W=4"
Design Crit: FBC2014Res/TPI-2007(STD) •••� S�♦•'
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .01.06 2 TY: /-/6/-/-/R/- Scale =.375"/Ft.
••WARNINGISU READ AND FOLLOW ALL NOTES T THIS INCLUDING
• • TC L 20.0 PSF REF R408-- 69978
"IMPORTANT" FURNISH THIS OKAYING TO ALL CONTRACTORS INCLUOINC THE INSTALLERS. =i � '
Trussas ragulra axtramI c ra In 1br1c 11"g, handling. s"1ppin9• Installing antl bracing. Rotor to antl T I Y -DL 10.0 PSF DATE 03/06/17diclon of BCsI (Bultding ComonentSnfoty Inrarmacion. by TPI and WTCA) Tor safety proetleos pl Parfor 0those....clans. Itl lays sM1 I provida temporary bra.I—par BCSI. Unlessnototicop chord shall hove properly o ' .ht.d atuat ratoachl"g end hall—chord shell M1ava o properly occacha rlgitl tolling. LPCaCIOns sM1own for perma nontulato rat ros_'_of webs shall hava bracing Installed per B IO ; E ; L 10.0 PSF DRW HCUSR408 17065123
O thhclans 83, B]or 810, as oPPl lcablo. Apply plot..<o oocM1 Taco If tru antl Pasltlon as sM1own above antl /(� ♦• ♦•
Jalnt Dacpils. ..loss nototl atharwisa. Rofar co Orawings 160A-2 iorsstantlortl Plata poslclans. -r(/�� ♦ P • LL 0.0 PSF HC-ENG SCN/DF
a �p� Alp—, a dlvislon of ITW Bulltling ComponanCs Croup Inc. shall not ba rosponsibla far any tlavlotlon from th s��� v�•��L OR .••
drawing, any raliura t bulltl fho trans in conrormonco with ANSI/TPI 1. or Tar hentlling, shipping, 'yI� •••YY•�.,O• LD. 40.0 PSF
AN ITW COMPANY Instal iaelan&bracing or trusses. SE N— 773273
A reel on thle drew I ng or cover Pepe IIK I g tole CrewIn IndleeGe eewptenee of Drof�eelanel enYlneer l.g �I
roaponslbl l lty saloly Tar the design shorn. Tho eultabllley end use of Chia drewing for eny etruetura Is N y'
2400 Lake Orange Dr.,Suite 150 rasponslialIIty of the B.1Idl..Doslgn.r par ANSI/TPI 1 Soc.2. 0� 1 DUR.FAC. 1.25 FROM RF
Orlando,FL 32837 For mare Infarwatlan 11,thls Jabs ganaral n s pa antl Lhasa web spas: kwu
SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA NO278 ALPINE: wew.alpinoltw.com: TPI:www.cpinsc.org:WTCA:www.sbclndustry.com; ice:www.Iccs Dclu la FlemingLie Number:66648
r 03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - 611)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense:
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft.
factor for dead load is 1.50. from roof edge.
4X4= 3X4= 2X4 III
2X4
4-1 3-3
6 F_ 9-4-0
5X6= B2
2X4 Al( )= 3X6(R) III
L�-_--2-0-0�
9-0-0 I 9-8-0
�E 18-8-0 Over 2 Supports
R=912 U=492 W=8" �11 �i� R=755 1.11=453 W=4"
RL=288/-111
Design Crit: FBC2014Res/TPI-2OO7(STD) °���� SF°•°`
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 11.0.1. 06 .2 TY: /-/6/-/-/R/- Scale =.375"/Ft.
•*WARN INGI•• READ AND Fouor ALL NOTES ON TNIs oRa1ING TC LL 20.0 PSF REF R408-- 69979
"IYPORTAM•• FUNK ISH.THIS ORAIi1NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ •
Trusses requir.c c.ma ar in fabricating, h:.diIng, shipping, In,—IIn Intl braein R.f.r t Intl f l - �t DATE 03/06/1 7
M10 latest edlti.n ofrBC51c(Builtling Component Sefa[y Informaeion, by TPI Ina NTCA) for safety precele.s I f ! +UL 1 0.0 PSF
o p.rforming these£unctions. Ins[allors shall pr.vid.temporary bracing per SCSI. Unless notetl othorw •
top ehortl shall have properly att..h.d str.. r.l sheath Ing.no bottom In—shall have o properly attach n��
r[old col I Ing. Locations shown far par....ntulater.I rostralnt of wabs s1.1I have bracing Inet.11.d per B •` DL 10.0 PSF DRW HCUSR408 17065124
dons B3. B7 or 010. as eppl icabl.. Apply pl.tas to each f.ca of<ru .nd position as shown above Intl • •
d n II II� cho,lalnt Oetalls. unlass nataa a<ha rwlsa. Rafar to drawings 160Aa_Z farsst 1—d plat.positions. , ••. /'�� OP.•° IY_ LL 0.0 PSF HC—ENG SCN/DF
III�ILJ� Alpina, a di v l slon o£ ITW Building Compon s Group Inc. shall c bo ospo..lblo for any davlatlan from th�/7,�iA••+/ O®1 .••.
drawing, any£allure eo builtl cho truss inaeonform....wish ANSI/TPI 1.ror for M1nnaling, shippin 4! /� • 1� _�V�'
AN ITWCOMPANY i atall.,I...... .no.f tr.�aas. V# •••■.•••` OT.LD. 40.0 PSF SEQN— 773265
An thlw draw or eovwr pwpw Iiwtln•NI•drawing. lndl—tww—olaptnl.w of profw..lonwl wn•lnwwring
osponslblllty solely for[h.tl.slgn ahnwn. The eultebllley and Naa ar eh la dra.lbg for any atrN�tNrb Io U 4,y, �O(VAL� � DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Suite 150 rospo^a1.1lily of the B.. dI..Do.I,n.r per ANSI/TPI 1 Sae.2.
B COA �MI1=1 IIW
Orlando, 32837 Far mar. inrarmaclan s this Job's general n a pogo Intl<haaa w.b sl<.m: "
FL con ao zTs ALPINE: www.olpinoicw.com:TPI: www.cpinse.org; WTCA: www.sbcintlustry.tom: ICC: www.IccsafoIDou la Flemin Lie Number:66648 SPACING 24.0 J REF- 1 VYT408_Zl 4
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - B12)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft.
factor for dead load is 1.50. from roof edge.
5X6= 2X4III 3X4(R) III
Li
3-1 -3
6 F_ 9-4-0
5X6= 3X8=
2X4 Al( )= 3X6 III
7-0-0 _I 11-8-0 _I
18-8-0 Over 2 Supports _I
rtaiaenri
R=912 U=504 W=8" rw �i��y R=755 U=442 W=4"
Design Crit: FBC2014Res/TPI-2007(STD) •'�V S�••�
PLT TYP. Wave FT/RT=O%(0%O)/O(0) 15. i1 .0 06 .2 TY: /-/6/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES GN THIs DRANINGI t� • TOLL 20.0 PSF REF R408-- 69980
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tm A
4_.1
Trusses requires a t ama res In tab rl eating, M1antlling, sM1ipping, Installing antl bracing. Refer to antl f I ■
tno laces[etlit,.,orrBC51`(Bulltling Componone Sofcty Information. by TPI antl wrcA> rar,ar,ty praestlaa, I , DL 10.0 PSF DATE 03/06/1 7
o parforming[bases functions. Installers shall provlda Cesmporary bracing par BCSI. Unl,ss no d othar - A C
top chortl sM1alI haves properly att,,I,d struc<ural shoatning and bottom chortl shall M1avo a properly attach s ATE + Q@ DL 10.0 PSF DRW HCUSR408 17065125
rig ld calling. Lo..tlons shown far par.. t le<a ral rasCre lnt of webs anal) haves or..Ing Inca l lad par B ♦ •
Clops B3, B]or 110, as oppl lcabla. Apply plat,,to oath faces of tru and pasitlon as shown above and ® • -
• a �IIIII III��uI che Joine Details, unless noted Ith,rwlso. No—to drawln s 16OA-Z Torts rdord lot osl[Ions.
L AI Ina. a division of ITN Builtlln Dam Grau Ina. sM1all pat bo r Iblo for p dovintlon from[h ®�'•,�C OO`O�,••' LL 0.0 PSF HC—ENG SCN/DF
p C ponants p aspens ens (� •♦ VVV���
tl rowing, any faI r.to builtl the ru ss in canformanco witn ANSI/TPI 1, or£or M1andling, hipping. ••
AN ITWCOMPANY Installation&bracing of tra„es,. 4�i0 FQ(((���(� '••■�••'' _N`� OT.LD. 40.0 PSF SEQN- 773269
A a•sl on thld tlrswing or.ovor psg• I lacing thl•dra•Ing, Indlesbs--ptAne•of Profa..1a 1•ilgi—ring �G= �
raspons lblllty aololy Tar tha dmlgn shown. Th.sultohlllty and uses of-1 dr_ing far any atrac[uro Ia H -.�1A DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite 150 r.ap .Iblllty or No Bullding Doslgnar par ANSI/TPI 1 Sa..2. +rarrrrrwruuN� `
Orlando,FL 32837 Far mores InTormatlon 11.thin Jab•a ganoral n ,pogo and tha,a wab slta,: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA#0278 ALPINE: www.olpincltw.com; TPI: .tp1r,c ,g; WTCA: ..sbclndustry.cam; ICC: w 1....r DGU Ia FlemingLic Number:66648
03/06/2017
THIS DNJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - B13)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 62 plf at -2.00 to 62 plf at 5.00
Bot chord 2x4 SP #2 Dense TC- From 31 plf at 5.00 to 31 plf at 18.67
Webs 2x4 SP #3 BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 5.03
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 5.03 to 10 plf at 18.67
TC- 193.66 lb Conc. Load at 5.03
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located TC- 121.31 lb Conc. Load at 7.06, 9.06,11.06,13.06
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, 15.06,17.06,18.60
wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 209.17 lb Conc. Load at 5.03
BC- 87.40 lb Conc. Load at 7.06, 9.06,11.06,13.06
Wind loads and reactions based on MWFRS. 15.06,17.06,18.60
In lieu of structural panels use purlins to brace all flat TC @ 24" Right end vertical not exposed to wind pressure.
OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/24.0 live and L/180 total load. Creep increase
factor for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[151 W4X4 2.50 R 1.25
[161 W4X6 S 2.25
5X6= 2X4 III 3X4= 4X6[161Li
6 F_ 2-1 -3
9-4-0
2X4 III 5X6= 4X4[151
�4U(A2 = 3X6 III
L2-0-0J
1_ 5-0-0 _1_ 13-8-0 _I
18-8-0 Over 2 Supports t0gtdt►t
��ee ptiy�
R=1448 U=889 W=814,51 F A�6j4 R=1520 U=884 W=4"
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(0%D)/O(0) 15. 6 Y.1•■ F -/6/-/-/R/- Scale =.375"/Ft.
•-WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i •
••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 ■ :T tL 20.0 PSF REF R408-- 69981
T russos roqulra oxt rams taro In iabrlcating, hantllln9, sM1lpping. Install I",antl bracing. Refer to antl foA v ■
tM1a latest otlltion of BCSI (Building Compon,ne SeToty Informatlan, by TPI and WrCA) Tar safety praeticos p , r TCL 10.0 PSF DATE 03/06/1 7
o performing the fund Ions. Installors shall provldo[empo very bracing por BCSI. Unless natetl o .1 is r
Cop chord sholl ho properly atca d strue[ral sheathing antl boC ehold shall have a proporly aetachetl ��tt�� ty.,
1 rigid ,I In9. La etlons shown for Parman,nt"lateral restraint,f webs steal) haves br,eing Instellad par BC •N 0 ATE {,(��IyLA DL 10.0 PSF DRW HCUSR408 1 7065 126
�^ T, s,ctl,ns B3. B]orcB10, as o pllcablo. Apply plates to,acM1 Toc000T tru C ntl pasltlan as shaven above antl A• `/_`
IIILIrJI IIIII�`r� eAc Join[Dotal ls, unless n tetl othorwlsa. Rafor to tlrawings 1G0A-Z forss antlortl ploco poslelons. o��j �• `'W
Alpina. a tllvl —of ITW Bulltling Components Group Inc. sM1all n t ba responslblo far any da�latlan tram th s'4�/�''+. QR`V.• LL 0.0 PSF HC-ENG SCN/DF
tlrawing, any Tallura t build tM1 truss In c,nformance wi tM1 ANSI/TPI 1, or for hantll ing, sM1lpping, %� p •1■�■�u•WW
AN 17W COMPANY I seallation&bracing of tre=aa=. �� V OT.LD. 40.0 PSF SE N- 773261
Ansoal on thls do Ing or eovar pap, IIntlnW this dr.wIng. Inale,d acceptane oT profaaa tonal "p lnwrinp ,,���/y
rosponslblllty sol,ly Tor Who doslgn shown. Th,sultobll icy end use of"Is drawing Tor,ny ser ro le N �yb .`,.N
2400 Lake Omnge Dr.,Suite 150 rosponslbill°y of the B"Ilding Doslgnar par ANSI/TPI 1 Sae.2. tt/tlptlW�Ul11U DUR.FAC. 1.25 FROM RF
Orlando,FL 32837 For mare Informatlan s thls Job's gener,I n d pogo and[had,web=leas: SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA 90278 ALPINE: www.alpinoltw.com: TPI: www.tpinst.arg; WTCA: ..sbclnd,s y.com; ICC: www.I ccs.f Dou la FlemingLie Number:66648
a v
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - C01)
Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQU I RED
Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails
Bot chord 2x6 SP SS :132 2x6 SP #2: Top Chord: 1 Row -12.00" o.c.
Webs 2x4 SP #3 :W5, W8 2x4 SP #2 Dense: Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails
Special loads in each row to avoid splitting.
-- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
TC- From 62 plf at -2.00 to 62 plf at 5.13 within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
TC- From 31 plf at 5.13 to 31 plf at 10.74 wind BC DL=5.0 psf. GCpi(+/-)=0.18
TC- From 62 plf at 10.74 to 62 plf At 16.33
BC- From 4 plf at -2.00 to 4 plf at 0.00 Wind loads and reactions based on MWFRS.
BC- From 20 plf at 0.00 to 20 plf at 5.13
BC- From 10 plf at 5.13 to 10 plf at 16.33 Right end vertical not exposed to wind pressure.
BC- 2758.14 lb Conc. Load at 5.13
BC- 1575.66 lb Conc. Load at 7.06, 9.06 (a) Continuous lateral restraint equally spaced on member.
BC- 1567.23 lb Conc. Load at 11.06
BC- 1568.40 lb Conc. Load at 13.06 Deflection meets L/240 live and L/180 total load. Creep increase
BC- 1560.21 lb Conc. Load at 15.06 factor for dead load is 1.50.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 61 W3X6 S 4.00
[ 7] W3X4 2.50 L 1.25 4X8= 2X4111
[ 8] W4X6 3.25 R 2.25 4X4 1,-
4X6[18] III
[ 9] W4X4 3.25 L 1.25 [9]
[171 W6X8 S 2.25
[181 W4X6 S 1.25
[191 W4X6 S 4.75 3X4[7]
W
a) 1 5-8-10
6 F-
9 4 0
3X6[6] III 4X6[8]= 8X8= 6)19[171=
3X1O(A5R)= 4X6[19] III
L.C2-0-0::j
10-8-14 �I_ 5-7-2 �I
16-4-0 Over 2 Supports �Rp�pt►r
R=5156 U=2984 W=8" R=6637 U=3602 W ,`.
Design Crit: FBC2014Res/TPI-2007(STD) ira
O
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. ift 0 ■. 6 Y.1■♦. F -/6/-/-/R/- Scale =.25"/Ft.
••WARNING■•• READ AND FDLLDW ALL NDTEs DN THIs DRAWING■ ■ • REF R408-- 69982"IMM11TAN" FURNISH THIS DRAWING TO ALL COMRACTORS INCLUDING THE INSTALLERS. II j •a :T L 20.0 PSF
Trusses require a treme a ry In fabri eating, handling, shipping, Installing antl bracing. Rafar to antl fo a I� ■
t„v la tact adiiion or SCSI (Bulltling Camponant Safoty Inrarmatlen. by TPI antl MCA) for safety practice.p ■ , ; TCL 10.0 PSF DATE 03/06/1 7
o Porforming thoso runctlons. Installers shall Provido temporary bracing per SCSI. Unlasa naiad otharwls W�
cop chord s 11 hove properly attached st ruciu rat shoathing antl bottom chord shell have a properly attaehotl
rigid tolling. Locations shown for parmannnt lateral ras[rolnt of webs shall „ova bracing Installed par BC •. _ ATE . _ L 10.0 PSF DRW HCUSR408 17065127
a L�� Cryctlons Ba, BI o, u10, as o pllcabla. Apply Plaits Lo-g facoeof tru tend,d pl t,as shown above antl '� ��• • O
v Jalnt Details, mass n tad othcrwiso. Rafar to drawings t60A-Z forss antlers pieta positions. e*c ��♦ OR`QQ�* � LL 0.0 PSF HC-ENG SCN/DF
Alpine, a division of ITW Bulltling Components Group Inc -,II t be rasponslble for any deviation from tM1 , �� ��
tlrawing. any failures to build tho Lruss in conformance with ANSI/TPI 1, or for handling, shipping, W
AN ITWCOMPANY installation&bracing ar tra�.e�. g 5 �,,����/�`S�ONAI.F�,�* OT.LD. 40.0 PSF SEQN- 773335
A:* on this tlrwwin■or cover pwg. II■ting this drerin■, Indleweww weapemew of profw■s len.l ■InNrin ��
.' rosponslblllty so loly for eM10 tivslgn shorn. TAa sult IIMy antl-of this drawing for any sir uro Is tAt a .,A
2400 Lake Orange Dr.,Suite 150 r "nsl bl l Ity or-0111 dIIg Designer par ANSI/TPI 1 S.2. N/ryUll�1100 DUR.FAC. 1.25 FROM RF
Orlando FL 32837 Far mare lnfarmatlan a this Jab•a general a page and theses web sites: SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA 90278 ALPINE: www.olpinaitw.com; TPI: www.tpinst-rg: MCA: vayw,sbcindustry.com; ICC: 1 ccsafaDou la Flemin Lie Number:66648
. Iw
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - CO2)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
(14] W3X8 S 1.75
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
3X4=
5X6= 2X4 III 5X6=
2X4�� 2X4
6 r 6 4-1 -3
9-4-0
3X4(Al)= 5X6= 3X8[14]= 5X6= 3X4(Al
3X4=
IE O 2ilE 15-8-0 > - 18-2-0 CIE O 31
9-0-0 _I_ 15-10-0 _I_ 9-0-0 �I
L 33-10-0 Over 3 Supports Inlll
f dsigpu
R=704 U=375 W=8" R=1632 U=925 W=8" �2j U=426 W=8"
RL=310/-310 �V♦�■,.■ ■ ••.���Y•J/� f/ '�
Design Crit: FBC2014Res/TPI-2007(STD) •
PLT TYP. Wave FT/RT=O%(0°/D)/0(0) 15. 0 4d. F -/6/-/-/R/- Scale =.1875"/Ft.
—WARNING] READ AND FOLLOW ALL NOTES ON THIS DRAWING] • REF R408-- 69983
"IMPORTANT'• FURNISH THIS GRAVING TO ALL CONTRACiORs INCLUDING THE INSTALLERS. b ■ :T _L 20.0 PSF
Trusses require vxt remv a ry In TabrieaCing, M1antll ing, sM1lpping, installing and bracing. R*f*r t*and!*o •
n* locos[*ditlan.r BD61 (Duildtng C6mp*n nt S.f*ty Inf*r..ti*n, by TPI and NrCA, for.araty pra*tie*.p . ;TC L 10.0 PSF DATE 03/06/1 7
.performing chase functions. Installers shall prhv d'temporary bracing per BCSI. Unlass noted*Ch*rwis r A
top chard shell havo properly aitach*tl st ruct cal sheathing end boc<om chortl shall M1ay.v praporly aCCaeM1ed
rlgm cvinng. Lomtions shown Tar p*rmanantulataral ra.valnt ar w*b..M1al I na*a bracing In.canae par fie .. ATE DL 10.0 PSF DRW HCUSR408 17065128
sveela'n BD .I *r 010, as oppl lcably. Apply plates t*vaeM1 f160A-Z tru Y ntl pasi eion vs shown above and • •
i Q <ha Joins Dotails. unless n tad*chcrwiso. R.fcr to drawings 160A-Z Torss ands rd plat*positions. 0 4 �•
AI Ina. a diul.i*n*f ITN B.I ldin Dam. =G... Inc. .hal I t b.r any •�� o�(OR\Qo.• LL 0.0 PSF HC-ENG SCN/DF
p g p nen p esponslbl.Tor tlavlati on from th s /�
C cawing, any failure to build the truss in con£ormancv with ANSI/TPI 1, ar for h—di ing. shipping. `A_p •� •
AN ITWCOMPANY i .cal Iati.n&bracing of tr.s.... g ��iy��®1YQ11..`w`� OT.LID. 40.0 PSF SEQN— 773309
Anso.I on this tlr.wln9 or....r p.go listing NI.dr.wing, Indlc.t...empt—,of prof...l...I.-glnssrin '�
r*.pon.ibll lty.*I.ly far th.daslgn.hg.n, Tha..lt.bl my and..*of thl,dr.ming far.ny str ..r. 1.to �yb YN11411Ut►IUD DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,SUile 150 rspon.ibillty If th.D.a ding Dvslgn.r par ANSI/TPI 1 S«2. Rll
Orlando,FL 32837 Far mar* Inf.rm.t1—. this Jab'.g...r.I s p.gv and th.....b SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA 40278 ALPINE:www.alpinoitw,com: TPI: www,tpinst.org; WTCA: www.sbclndustry.com; ICC: www.1.... Doa la FlemingLie Number:66648
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - CO3)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED.bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "136" uses design values approved 1/30/2013 by ALSC design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft.
factor for dead load is 1.50. from roof edge.
5X6=
5X6= 3X4= 2X4III 3X4= 5X6=
� s
6 45X6=
3-1 -3
+9-4-0
5X8- 5X6=
3X4(Al)= 3X4(Al
3X4=
1,z o-
15-8-0 18-2-0 1e 0-31
7-0-0 I 19-10-0 I 7-0-0
f< 33-10-0 Over 3 Supports
R=706 U=401 W=8" R=1621 U=881 W=8" �S .Fp U=449 W=8"
RL=262/-262 ••• IF
••a.•'i•Jf'(/
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.-1 .0- 6 A OAFY.'F■ F -/6/-/-/R/- Scale =.1875"/Ft.
-•WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3 ■"IMPORTANT" FVRNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : TIv+L 20.0 PSF REF R408=- 69984
Tru ses requlro ez[rma... In(ab,'Icating. hentlling, sM1ipping, ins<alling antl bracing. Refer t antl fam • ' TC L 10.0 PSF DATE 03/06/1 7
ho lace sc Itli tian of BCSI (Builtling Clmpin nt Svfaty Information, by TPI Intl WTCA) for slfoty pructicas pn ■
o performing the..functions. Instlllcrs sM1all pravitlo[emparery bracing per SCSI. Unless notetl otM1orwl . ATE
cap chord shall i,—properly attachId structural s .thing antl bottom chord shall have I prparly attae'h.1 w A: 1}_w ,V
DL 10.0 PSF
rigid coiling. Locations shown for permanent lateral rstrainC of webs shell M1avo brein Installotl BC i� • DRW HCUSR408 17065129
a L�� sections63, BJ- 810, vs^pplicable. Apply places co aacM1 f160A-Z cru t nd position as shown above vnd a , • •the hint Datvils, unless tetl athvrwisc. Rafcr co tlrawings 160A-2 forss andartl Plato positions. ` . •//////��������_ { • LL 0.0 PSF HC-ENG SCN/DF
Alpine. a divlsion of ITW Bulltling Components Group Inc. shall "It bo respons lblo for any devlatlon from th se,�� ��. O�lO e••
drawing. any failur co build tht truss in conformance with ANSI/TPI 1, or for handling, shlppin I •�••■�■•••• G�,�'�OT.LD. 40.0 PSF
AN ITWCOMPANY i [dilation a bracing of trs=aa g' ��y���'S,/O SEQN— 773305
AneonI on thle orving or cover page II ting thl.dr—Ing. Indle—,2—pt•ncw of prof..lon•1 engineering �Oyy A
rasponsi bb 111Cy floUl'yy Buhl Cdhngd_Isggnnslh:_. Th...Roble lty Ind boa of thls d—Ing for any etraetara Id th DUR.FAC. 1 25 FROM RF
2400 Lake Orange Dr.,Suite I50 raspo y o par ANSI/TPI 1 sae.z. WW/flryl�pW���
Orlando FL 32837 For
mo Information s this Jo s gonoral s page antl these web=Ito=: SPAC I NG 24.0" J REF- 1 VYT408_Z1 4
FL COA N0278 ALPINE: www.alpinoltw.tom; TPI: www.cpinst.org: WTCA: www,sbelndustry.com; ICC: www.lecsaf.Dou la Fleming Lie Number:66648
e 03/06 2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - C04)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense ' TC- From 62 plf at -2.00 to 62 plf at 5.00
Bot chord 2x4 SP #2 Dense TC- From 31 plf at 5.00 to 31 plf at 28.83
Webs 2x4 SP #3 TC- From 62 plf at 28.83 to 62 plf at 35.83
BC- From 4 plf at -2.00 to 4 plf at 0.00
Lumber value set "136" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 5.04
BC- From 10 plf at 5.04 to 10 plf at 28.79
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 28.79 to 20 plf at 33.83
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- From 4 plf at 33.83 to 4 plf at 35.83
wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- 193.66 lb Conc. Load at 5.04
TC- 121.31 lb Conc. Load at 7.09, 9.09,11.09,13.09
Wind loads and reactions based on MWFRS. 15.09,16.92,18.74,20.74,22.74,24.74,26.74
TC- 426.97 lb Conc. Load at 28.79
(a) Continuous lateral restraint equally spaced on member. BC- 209.17 lb Conc. Load at 5.04,28.79
BC- 87.40 lb Conc. Load at 7.09, 9.09,11.09,13.09
In lieu of structural panels use purlins to brace all flat TC @ 24" 15.09,16.92,18.74,20.74,22.74,24.74,26.74
OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[13] W3X4 2.25 R 1.25
[15] W4X8 S 2.25
[19] W3X4 2.25 R 1.25
[20] W3X4 S 1.25
5X6=
5X6= 3X4[131= 2X4111 3X4[201= 5X8=
(a) (a) 6
+9-4-0
2X4III 5X6= 4X8[15]=_ 5X6= 2X4III
3X4(All = 4X4(A2)
3X4[19]
1E° 21E 15-8-0 D 18-2-0 �-0-c1
I_ 5-0-0 _I_ 23-10-0 ,1_ 5-0-0 _I
�E 33-10-0 Over 3 Supports _I
IRlllpgfpl��
R=990 U=590 W=8" R=3129 U=1931 W=8" �.�s FLEA- /7 U=985 W=8"
Design Crit: F13C2O14Res/TPI-20O7(S'TD) ••`�` S� •�
•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .01°. 6 TY.'F• F -/6/-/-/R/- Scale =.1875"/Ft.
••WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] • - • T///``` L 20.0 PSF REF R408-- 69985
"IMPORTANT" FURNISH TN IS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses..quire......I call in fabricating, handling. s pping. installing entl b...ing. R.I.,to and-�qw� • /i ■
chv latosc atlitien of BCSI (..':Grog Compon ne Safety Information, by TPI entl WTGA, f.r a.faty praatla.s pG ; • TCL 10.0 PSF DATE 03/06/1 7
[o p.rforming these functions. Installers sM1a11 provide temporary bracing par BCSI. Unless noted oth.-I r A
op chard sbal I haves pr.perly att.t..d structural .1,a hing and bottom chord steal l haves a prop.rly.CCb • ATE DL 10.0 PSF DRW HCUSR408 17065130
rigitl coiling. Loc.tl.ns shown for por.....I lat.ral rust rain<of webs shall have bracing Instailod por BC •
v d ��� sections BD BT or B h pplicabl.. Apply plates to each facnoaf tru t nd position as shown abov..nd '' •°•
the Jaint.Datalls. unless tad ocM1arwise. Rarer to drawings 1fi0Ad Terns.mars place posielons. .G �• ° LL 0.0 PSF HC-ENG SCN/DF
Alpine, a tlivislon of ITW Building Components Group Inc. shall t be ospo..Iblo for any davlatlon from ch S�j �'4 O R�O •
tl rowing, any failure to build Chc eruss in conformance with ANSI/TPI 1,ror for hanaling, sM1ipPing. '%} • /
AN ITWCOMPANY i stal lotion b bracing of tre==aa. '/y �.`n•• '"�"' �• OT.LD. 40.0 PSF SEQN- 773301
Ansel on thin draWing or tovor pogo Ilating this dr-Ing, Indloet•e acmp ancs of profe•.lonel onglnaoring // v e�
rosponslbll lty sol.ly for N.dm lgn sheen. The--biI lty and us.of[his Ere.I.g for any structure Is th //jam- 11444 DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite 150 r p...Ibility of the Ban De ding signs por ANSI/TPI 1 Soe.2. `r/Wl!(yFfowlu��U�
Orlando,FL 32837 Far mere Information 11,thls jab'l gener.l n pages and than.web SPACING 24.0" J RE F- 1 VYT408_Z 1 4
FL COA HO 278 ALPINE: www.a ipin.icw.com: TPI: www.tpI..t..rg; WTCA; www.sbclndustry.com: ICC: www.1......Dou la FlemingLie Number:66648
03 0 /2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - D01)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
Top chord 2x4 SP #1 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Calculated horizontal deflection is 0.34" due to live load and 0.61"
:W2, W4, W5, W9, W10, W12 2x4 SP #2 Dense: due to dead load.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load.
Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/240 live and L/180 total load. Creep increase
design. factor for dead load is 1.50.
Calculated vertical deflection is 0.39" due to live load and 0.70" due Truss supports 250# mech unit; unit centered at 11-3-12; supported by
to dead load at X = 11-2-0. BC; unit width 4-0-0; supported by 3 trusses.
JT PLATE LATERAL CHORD MWFRS loads based on trusses located at least 15.00 ft.
No SIZE SHIFT BITE from roof edge.
[ 61 W5X8 S 1.25
[ 71 W4X4 S 1.25 4X4
[131 W3X8 S 1.25 3X8[13] 3X8[18]
[181 W3X8 S 1.25
[241 W4X4 S 1.25
[251 W5X8 S 1.25 —16
2X4111 7X10= 2X4111
5X8[6]% Wg 5X8[251
5-1 -3
6 3X8= W10
4 7X10=
2- -0
lu 0-6-1 1 +9-4-
4X4[7]= 2X4III 2X4III 4X4[24]
3X4(A1)= 3X4(B2)
L-2-0-0-
11-2-0 10-9-0
7-2-0 8-0-0 6-9-0
�E 21 1i 0 Over 2 Supports
R=1123 U=294 W=8" p�+ C �� R=978 U=236 W=3"
RL=293/-311
Design Crit: FBC2014Res/TPI-2007(STD) • V' S� •
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .4 .06 .2 QT 3 L/-/6/-/-/R/- Scale =.3125"/Ft.
•'WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O. T LL 20.0 PSF REF R408-- 69986
"IHPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•
1 Trusses uiro f o in fabrics Cin . M1—ty sM1i in y TPI lin and bracin Rafor t end II w raa aarama tar 9 9 PP 9 D e t& W � �'(��DL 10.0 PSF DATE 03/06/17
CM1e IaCasC c Rion of.BCSI.ti (Bulltling Component$efoty InformaCion, by TPI entl WTCA) for afaty practiceaIt—
o Parforming t esa functions. Installers shall pravitlo temporary bracing per BC51. Uniass notetl otM1ar ■
cop ChIld sh 11 h11a praporly att..h.d street rel sh—thing and bottom e1—shall 1,—a proparly Itt pp.r��� f ■ DL 10.0 PSF DRW HCUSR408 17065131
l rlgld coiling. Locations shown for pormenonCula[arol restraint of wobs sh.II havo brocing InsCellotl po1nuy5 ® ATE ■
�^ sec[lens BD B7 or B10, as o plieable. Apply plaeos to oath f16OA-Z ere C nd position as sM1own ebova pp a•• •
d LrII tnc Jalnt Datalls. anloss n taU otncrwisa. Rafor to Crawings 160A-Z for s antlartl Plato poslclons. I • A .� LL 0.0 PSF HC-ENG SCN/DF
Alpino, a tlialsion or ITW Building Components Group Inc. shall n t bo rospo..U, for any d-1-1on from t �• �/ 10\•1
drawing. any failure to band t o truss in conformance wl[n ANSI/TPI 1, er for ha—I.g. shipping. ♦�� •� `O� •• $'
AN ITW COMPANY I star latian&bracing of tra s. y!, F ••..,,�,•.•• �� TOT.LD. 40.0 PSF SEQN- 773257
An so.l on tbl.dr.rinf or eoyer pego Ilat lnp thl.dnrinf. Ind l........pt...*of pfof...lon.l enngl.eerin ���
aaponsI. I solely.for tho doeign she.n. Tha.uIt.billty mnd usa of tbls draring far any sera era Io th yi�y S/0 AL E�� DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite li0 esponslbl my of ue Binding De.....r per ANSI/TPi t S.e.Z. I/
Orlando,FL 32837 For mora Informatlen so.this,fobs ganaral nIt,,pogo and tM1e11 wab sl tas: !R!!lRllulltiw SPACING 24.0" J REF- 1 VYT408 Zl 4
FL COA 90276 ALPINE: www.alpinolcw.com; TPI• vmw,tpinst.org: WTCA: www.abcindastry.com: ICC: www Jces Dcru la FlemingLie Number•66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - D02)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
4X4=
2X4\\\ 2X4
5-1 3-3
6 F-- 6
-4-0
3X4= 5X6=
3X4(A1)= 3X4(A1)
L--2-0-0-J 11-2-0-0�
L 11-2-0 J- 11-2-0 _I
- 22-4-0 Over 2 Supports
n�uunri7�.
R=1049 U=588 W=8" h e .C` , fi R=1049 U=588 W=8"
RL=351/-351 �J'►.7 f4rA� 9�
Design Crit: FBC2014Res/TPI-2007(STD) • �� S� •
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .Q, .06 .2 QT 2 L/-/6/-/-/R/- Scale =.3125"/Ft.
**WARNING[** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ • O. • T LL 20.0 PSF
.-IMPORTANT"' FURNISH THIS ORA.ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3' REF R408-- 69987
Truss.s roqulra.xtrem.c ro In robricacing, "so
to shipping. I�stall]ng end;racing. RaY pracc to "°>a" w ' .1 . ' DL 1 0.0 PSF DATE 03/06/1 7
tM1. I.cast ceiclan or ecsl (Building component Sarac Inrormatlon, b TPI an°WTCA r.r saroc Ico. ro •
o p.rrorm gd thoso functions. Install—shall provltlo temporary bracing por SCSI. IJ t—not.°ocher f •
top chord sha11 h...prop.rly att.ch.d structural sh^athing and bottom chord sh.II havo a properly.[-4d . •
Hold calling. L...tlons shown for p.......t 1—,I r.stra Inc.r w.bs shall h.v.bracing Install.d por sus . q'7'� ; DL 10.0 PSF DRW HCUSR406 17065132
. �� sectl.ns B]. B7 Ill B10, as aoppllcth o. Apply plats co o"ch roc000f for C nd poslct.as shown^hove on. ••
d LI��r✓ th.J.int O.tails. .nlaIT n"II .th.rw Corp . R.r.r to drawings t6— forss—Ibl plat.p.sltl. . ,A °• A .• LL 0.0 PSF HC-ENG SCN/DF
Alpin.. a division or ITW Builtling.. I.encs Group Inc. shall t b.rosp.nsihl.far eny Ipplati.n from t �. �� 1�
drawing, eny rnllur.to build Vic toss in cant.rmanc.WI[h ANsI/TPI 1, .r for M1antlling, shipping, �� �� O� •• �'
AN ITWCOMPANY 1-1.11.11..&bracing ar tr.==.=.` 'y!, �. ••...,�,..•• C,\ a TOT.LD. 40.0 PSF SEQN- 773226
A, 1 on thls dr..lnp or e.v.r p.g. Il.tlnp"I.d—Ing, Indio—,—p—,of pr.r...l on.Ir�gl n..r lnp III/
onponslb111cy mloly for th.tlmlgn sb..n. 7h.sul—blIlly and us..f"1.dr..ing f.r.ny se r. 1.U ���SS/p Al-
Orlando. E��' DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Slike 150 .sponsl b111 ty.r H,o U.I.dl.g D.sI....por ANSI/TPI 1 s.c.2. I�j'!-
FL 32837 F. or. 1nr.rm.e1..s this Job•.....ra1 rot..p.g.and Chas.w.b sIt..: wU1t11M U11,tt� SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA 90278 ALPINE: www.alpin.ltw.c.m; TPI: www.tpinst.org: WTCA: www.sbclndustry.c.m: [cc:www.I......Dou la FlemingLie Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - D03)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3 In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Special loads
-- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Deflection meets L/240 live and L/180 total load. Creep increase
TC- From 62 pIf at -2.00 to 62 plf at 9.00 factor for dead load is 1.50.
TC- From 62 plf at 9.00 to 62 pif at 13.33
TC- From 62 plf at 13.33 to 62 plf at 24.33 MWFRS loads based on trusses located at least 7.50 ft.
BC- From 4 plf at -2.00 to 4 plf at 0.00 from roof edge.
BC- From 20 pIf at 0.00 to 20 pIf at 9.52
BC- From 60 plf at 9.52 to 60 plf at 12.77
BC- From 20 plf at 12.77 to 20 pIf at 22.33
BC- From 4 pIf at 22.33 to 4 plf at 24.33
Wind loads and reactions based on MWFRS with additional C&C member
design.
4X4= 2X4ii 2X4O� 4X4=
2X4\\\ 2X4
4-1)-3
6 I-
6
-4-0
3X4= 5X6= B2
3X4(Al)= 3X4(Al
L--2-0-0->J �--2-0-0->J
I, 9-0-0 _I 4-4-0 _I_ 9-0-0 I
��- 22-4-0 Over 2 Supports
R=1114 U=652 W=8" ` h ��4, R=1114 U=652 W=8"
RL=304/-304
Design Crit: FBC2014Res/TPI-2007(STD) 3 • v SF •
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.Q, .06 .2 QT 1 L/-/6/-/-/R/- Scale =.3125"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O. • T LL 2O.0 PSF
••111PORTAN(•• FURNISH THIS ORA■ING TO ALL CONTRACTORS INCWDINC THE INSTALLERS. • REF R408-- 69988
Trusses requires extreme c ro In Tabrlea[Ing, handling, shipping, Installing antl racing. R.r r t and isle w . ..�. *(c DL 10.0 PSF DATE 03/06/1 7
ha IetosC etlltion of BCSI (Bul lding Compon ne Safoty Inrormo[lan, by TPI and NTCA) for sg y proceleos��ggerTT,, •
o p.......ng chose fu nctlons. Install rs shall provides temporary bracing Por BCSI. Unloss nototl othorl'�ro •
cop 1h.1d shall have properly sttrcM1od struct rrl shaa[hing antl bottom chord shall have a prapor ly ateaelGd • •
IN
rigid calling. Locations shown for pormanantuleCoral rostra in[ar wobs shall Nava bracing Instnd parnry5DL 10.0 PSF DRW HCUSR408 17065133
a r, ^ C„ccons8D iopplicasbAppype16OA-Ztruttl positlofn as shown abovo a��pp �IIILIII�III a.hint Datails. anlass n tad tM1orwisa. Rafar to drawings 160A-Z forss andard Pldta Positions. . h• /� A .• LL 0.0 PSF HC-ENG SCN/DF
A 1pina, a division of I-Building Companen es Group Inc. shall c ba rosponsihlo f any tlovlatl on from r' •j /�� 1O y•.
drawing, any failures to build iha truss in conformances with ANSI/TPI 1, or for ha neling, shipping. �0' •■ OR ■0 '
AN ITW COMPANY installation A bracing of tra== 'r?, re'•..■.�...•' a TOT.LD. 40.0 PSF SEQN- 773232
A wrl on MIr drrr lnp or ebv■r prp■ Ilrtlnp NIr drrr ln0. Ina ler[■s reapirne■■T profru lRnrl rnpin■rrinp �,�ry
rosponsl bi llcy sa loly rar Cho doslBn shorn. Tha sulGblllcy and aaa dr thls draring rar any rtradwra Ir ch •,y s/ONA��'•�p�' DUR.FAC. 1 .25 FROM RF osponsl bi l lty or tbo Build ing DoslRnar par ANSI/TPI 1 Sac.2. �,
2400 Lake Orange Dr.,Suite I50 //yw ! qp►�
Orlando,FL 32837 Far mars Information s this,Job's gonaral n s pogo and thaaa wab spas: haul SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA#0278 ALPINE: www.a 1pinaitw.tom; TPI: www.tpinsc.org: 1'ITCA:www.sbdlndustry.dom; ICC: ..Ices Dou la Flemin Lie Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - D04)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent live load. OC.
Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at Ieast,7.50 ft.
factor for dead load is 1.50. from roof edge.
4X4= 3X4= 4X4=
--1 6
6
3-1 -3
-4-0
3X4= 5X6=
3X4(A1)= 3X4(A1)=
�--2-0-0-J
7-0-0 I 8-4-0 I ' 7-0-0
�Fz 22-4-0 Over 2 Supports flu
R=1049 U=596 W=8" • AS �/w�:��'4a�ry- R=1049 U=596 W=8"
RL=256/-256 ���•••�•�`� � •�•�C•%�r'f/
Design Crit: FBC2014Res/TPI-2007(STD) `�•� S�•••
PLT TYP. Wave FT/RT=O%D(O%)/O(0) 15_1 .0t 06 T /-/6/-/-/R/- Scale =.3125"/Ft.
•*WARN ING I•• READ AND FOLLOW ALL NOTES ON THIS DRAW]NGI ' T LL 20.0 PSF REF R408-- 69989
•'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. no
Trusses Ira a t emc re In fahrlcaCln M1entllln "I In InsCallln and brecln Rarer Co entl II W
`.I .r i g p n% y g PP g' y g ) s y prac : �DL 10.0 PSF DATE 03/06/17
ha eel clan or Besl Bdllaln Com o sarot Infarmatlon, a TPI and NTCA ror aloe tices I
o porfarming cM1eso runcClons. Instollars shall pro.Ido temporary braeing por DCSI. Unloss..—othorw ffia W
cap chord shop 1,—praporly ott..h.d sC tact ral sM1oatM1ing entl bat[om c ord shall ha.o a properly a_Ia � W
1 rlgla cal l Ing, Locotla shown ror P.......t"lateral rostra lnt.of webs shal l I,—braeing Instal lotl par B � . ATE ; �(;} DL 10.0 PSF DRW HCUSR408 17065134
a �^ sac[lo,.8U .' or 610. ns ooppllcabla. Apply platos to apcM1 rocoaof era a ntl posltlon es sM1awn abo.o and •
IIILI�JI tna Jalnt Datalls. unless n tatl atM1arwlsa. Rafar to arawings 160A-Z fares andard placo post clone. •• /A_ ^`)P •• LL 0.0 PSF HC-ENG SCN/DF
Alpinc, a dI.Islan of ITW Dulltling Componon[s Group Inc, shall n t bo rasponsI b1.for any d—tlon rrom th ��••.• O O,9•••• y,
tlrawing, any£allure co bulls the Crass In conformance wICM1 ANSI/TPI 1. or far M1andling. sM1lpping, R •
AN ITWCOMPANV Ins[allatlaa s braaing ar tra==e=. oo, F '��.,�..•'• G� ~TOT.LD. 40.0 PSF SEQN— 773218
A soe1 on ehle d—M.or cwor peps Il th eting is drowIng, Indlesbe somptsnes of professlonsl englnssring y�
rosponelblIMy solely for No doslgn shorn. Tho sultebll lty entl use of"I:drasing for eny etructuro la tM1 y�/f /w�
-2i00 Luke Orange Dr.,Suite l50 rosponslbl l lty of—Bullding Doslgnor or ANSI/TPI 1 Sac.2. '�/(��..N L 'l DUR.FAC. 1.25 FROM RF
Orlardo,FL 32837 For more Inrormetlon s thls Job's ganoraI not.,pogo and char.web slt.- a �M[I�MUN
as a www,Iccsafa SPACING 24.0 JREF- 1 VYT408_Z14
FL COA 90278 ALPINE: www.alpinolcw.eom; TPI: www.CpinsC.arg; WTCA: www.sbclndustry.com: IGG: ID� IB Fleming Lae Number:66648
`• 03/06/2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - DOS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: TC- From 62 plf at -2.00 to 62 plf at 5.00
Bot chord 2x6 SP #2 TC- From 31 plf at 5.00 to 31 plf at 17.33
Webs 2x4 SP #3 TC- From 62 plf at 17.33 to 62 plf at 24.33
BC- From 4 plf at -2.00 to 4 plf at 0.00
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 5.04
BC- From 10 plf at 5.04 to 10 plf at 17.29
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 17.29 to 20 plf at 22.33
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- From 4 plf at 22.33 to 4 plf at 24.33
wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- 193.66 lb Conc. Load at 5.04,17.29
TC- 121.31 lb Conc. Load at 7.09, 9.09,11.09,11.24
Wind loads and reactions based on MWFRS. 13.24,15.24
BC- 209.17 lb Conc. Load at 5.04,17.29
In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 87.40 lb Conc. Load at 7.09, 9.09,11.09,11.24
OC. 13.24,15.24
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
JT PLATE LATERAL CHORD factor for dead load is 1.50.
No SIZE SHIFT BITE
[101 W3X4 S 2.25
6X6= 3X4[101 III 6X6=
T2 6
6 F4=_
2-1 3-3 4-0
01
-
III 8X8- 2X4 III
4X6(Al) 4X6 Al
�--2-0-0-'=J �--2-0-0J
1_ 5-0-0 _I, 12-4-0 1 5-0-0
22-4-0 Over 2 Supports
rtaidy�tgt
R=1824 U=1110 W=8" �o (�S` F/�.u�4�ry R=1824 U=1110 W=8"
•o- ` ate! '•
Design Crit: FBC2014Res/TPI-2007(STD) a '• v o0
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .0t 06 .2 T `.1 /-/6/-/-/R/- Scale =.3125"/Ft.
"WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAAINGI •
" PO WYRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j TMILL 20.0 PSF REF R408-- 69990
Trussos requlro oKtr.ma c r. in fabricating, handling. shipping, Instal l lag and br.cing. No-to one I •
tho I__adItI-of BCSI (Building Coop onanc Safaty Information, by TPI and WTCA) far saroty Practl... l ; I� *CIDL 10.0 PSF DATE 03/06/1 7
a Parrorming th..o functions. In.tallors s 11 pro,Ido temporary bracing par SCSI. Unloss..toe othIMM.
to
chord shal I h.L...properly actaeh.e.cruet ral .hoa[M1ing and bo[[am c ord sM1oll he,o a prep.rly attoeh� �• ATE •'Q8( DRW HCUSR408 17065135
rigid tolling. L.cntlans shown for perman.ntula[.r.l roscralnt of w.bs shall ha,o br..... ln.talloe par B • DL 1 0.0 PSF
I_
83. g7 or B10, as applieoble. Apply plates to oath fgco of tru and posl elan as shown above on a (�
a ��� IIIL����� thn J.,.t Gotal II. anla..nptad atharwi Rafar to drawing.16DAA-z fors standard plat.Pa.itlan.. ' `-.•� � LL 0.0 PSF HC-ENG SCN/DF
LI Alpino, a division or ITW Building Componanc.Group Inc, shall n t ba r.sponsibla for any d-lotion fl-th y��♦•O/�♦�O�`Q ♦ "YGG-
awing. any railuro to bui le[ho truss in conTormanc.with ANSI/TPI t, or Tor haneling, shippin ♦ ♦ A,
AN ITW COMPANY Inca nation A braeln or 9' ♦ ♦ • .. •
A reel on chid dre.lnp or cover P.O. Iletlnp tllle dreWlnW, Indleetes eedptenee of proT♦eelenelrW lneerinW •�� W♦•.Y♦ �/\ 'r.QT.LD. 40.0 PSF SEQN- 77321 4
ro.ponslbl llcy ml.ly for eh.dosl0.shorn. 7ha 111-1 1icy end us,or thin dr..ing for e,y ee ur. I.tin,
h ��
.y A'
.sponsibl l icy or-BuIld lag D..19-"r ANSI/TP1 1 Soo.2. DUR.FAC. 1.25 FROM RF
2�00 Lake Orange D3 Suile I50 uklf(p1�1U111���
Orlando,COA 32537 For mar. Inf.rm: TPI s this Job's general ..to.pago and tha.a w.b.Ica.: SPAC I NG 24.0" J REF- 1 VYT408 Z1 4
FL con ao na ALPINE: www.alpinoltw.com: TPI: www.tpinst.org:WTCq: www.sbelndusery.com; ICC: www.lecsafeIDQll la FlemingLie Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - EJ3)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nail5(0.16211x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=59 U=54 12-8-15
6 F_ 1-1 1-7
�
R=51 Rw=60 U=22
11-1-0
2X4(Al)
L<-2-0-0 - 1�3-2-8 Over 3 Supports
mairu�rprrr
R=315 Rw=330 U=175 W=811 RL=135/-77 AQ��•••• ■'••�••/{��f'(/
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .OP� 6 TY.'P. F -/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : TIv^L 20.0 PSF REF R408-- 69991
Trusses requires.xcr.m.c ra In(abrlcaCing, ba.dling, shipping, Install Ing antl bracing. Rotor t and!.� ■ . /W
the l.msc etlltlan.f SCSI
(Bulltling Campan nt S-ty Infarmailon, by TPI and WTCA) for safety p...tics p ; ■ TC L 10.0 PSF DATE 03/06/1 7
o porlorming theses functions. 1—.1l rs shall provld.campor.ry br.cing por SCSI. Unlo,s noted Itharwl �q W
cop chord shall hove proporly.[[shad structural --thing and bottom chord shall h.—a prapor ly--h. r Y
rigid tolling. Locations s„awn far perm....[ I--I rostra In'.f wob,shall „ova bracing In,'.II.d Par BC .0 ♦• ATE �• DL 10.0 PSF DRW HCUSR408 17065136
t ions 03. 07 or 810. .s.ppli.n I IpPly Plato,to a.ch f.ca of_ .n.posit'..as shown abov.and O
i d n �M10 Jalnt Datalls. un�ass natal otharwisa. Rafar to dr.wings 160Aa_Z lorsstandard plat.poslclon,. o f. I. P. 1 Q'••' LL 0.0 PSF HC-ENG.SCN/DF
IIIJILI�=J19� Aipina, a tlivislan of ITW 0ullding Components Group Inc, shall n t bo rospansibla for ony davlotlon—,ch s��j��///������ O R O•••
awing. any lei lures to builtl c a truss In conlo rmanca with ANSI/TPI 1, or for h.,dIi.g. shipping, 'V� /�' ■1• W.1
AN ITW COMPANY instal tenon A bracing.!trusses. '� ` •"`•' OT.LD. 40.0 PSF SEQN- 773210
ehl.dr..lnR or eby.r Wg. Il.tlnR"I,dr..ing, Indicetes—pt....of prof...lon.l pin»rinR ,�ss/0NA1. ��
ro,ponnl bll lty,ol.ly far tho tloslgn,ha.n. Tho aultobllliy and use ar thl.dra.ing Tar any.tr Nra I,U y, 1M DUR.FAC C. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 rasp..,Ibi l icy.f-Dal ldl.g Daslgn.r por ANSI/TPI 1 saa.2. �rld InNI�111�
Orlando FL 32837 Far mars In-...I.., thi„ab•s g.nar.l ,pogo.nd thasa web,Ito,: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA 90278 ALPINE: www.alpinalcw.com; TPI: vn w.cpin,t.org:W .ww TCA: .sbcindustry.c..: ICC: .ww.l....r Dau la FlemingLie Number:66648
03 0 2017
THIS DPJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - EJ4)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
11-1-11
R=70 U=64
6 2-1-3
9-4-0
R=57 Rw=63 U=20
2X4(A1)
L-1--2-0-0-
3-6-0 Over 3 Supports
I innrarirars�r�
R=323 Rw=334 U=176 W=8"
RL=143/-79 0�.•••�``,.■ ■•.��.fd.
Design Crit: FBC2014Res/TPI-2007(STD) - •• V S�` •�
•
PLT TYP. Wave FT/RT=O%D(0%D)/O(0) 15. 1 .01•.06 TY.'�, F -/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] ' • Ti 20:0 PSF REF R408-- 69992
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require oucreme care In fnericating, M1andling, shl Pp ing, 1.-1 ling and bracing. Rofor to antl fa W . ```���
the Roost aitl.n of BCSI (Builtling Compon.nc Safay Info...ti.n, by TPI and WTCA) far safety practics p� r 'y . T L 1 0.0 PSF DATE 03/06/1 7
c.po rforming Cheso functions. Installers shall provide temp.rary bracing per BCS1. Unless notetl otho rwl A
ep chord seal here.properly a[tachotl structural sheathing antl bottom cM1ortl steal I have a properly attache O ATE •� DL 10.0 PSF DRW HCUSR408 17065137
r lgitl tolling. Locations shown for permanent lateral rostralnt of w.bs shall have bracing Instollotl par BC 6
rI 1� l� cions 03, B7 or 010. as.PPlicable. Apply platers eo each taco of tru one posiel".s shown nbo_antlF.
w a �II II� [ho.leant DatnIls. amass notetl etharwisa. Rafar to tlrawings 1BOAo_z farsstaneare Pleto Positions. o ��+• F O Q` • LL 0.0 PSF HC-ENG SCN/DF
lP Alpine, o tli vision of ITW Bulltling Components Group Inc. shall n t b1 responslblc for any tlovlotlon from th �I �� ,0���•
I_
any failure Co builtl the truss in conformance wlCh ANSI/TPI 1. or for handling, shipping. ••1■W�■WWI•
AN IrwCOMPANY I .tallati.n A bracimg of.....e.. ��iy ./`� �I'OT.LD. 40.0 PSF SE N- 773279
An.e.I .n thl.dr.Wing or eov.r p.g. I1 Ling Chi.dr..ing, Indle.q..ee.pt.ne.IT pr.T...I...1 .ngln..ring ��Iy�S��1fVAl.
rosponslblllty s.loly ter the design sha.n. Tha..liability end—.f ihla tlr.ang Tar any.Cructura 1.Ch Qyr {{4�i••• DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite 150 rospons i b l 1: y.f tee B.I Iding Doslen.r par ANSI/TPI 1 S.c.2. UrrNgIW��1�
Orlando FL 32837 . F.r more Inf.... th1.J.b•.ge....I .....p.....d thus. SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA 9027E ALPINE: w .lpin.icw.com: TPI: www.cpinst.org; WTCA: www.sbcintluscry.c.m; ICC:..IccsafvDou la FlemingLie Number:66648
03 06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)'SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - EJ5)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead.load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=121 U=108 11-10-11
2-1 3-3
6
9-4-0
R=87r_�l U=14
2X4(A1)
—2-0-0�
FED-0-0 Over 3 Supports tRllidah�►i�
R=371 U=190 W=8" O,`��►S F�•`�14,
Design Crit: FBC2014Res/TPI-2007(STD)
•
PLT TYP. Wave FT/RT=O%D(0%B)/O(0) 15. 1 .01. 6 TY.� F -/R/- Scale =.5"/Ft.
••INARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING] I • : .+L 20.0 PSF REF R408-- 69993
"IMPORTANT" FURNISH THIS DRA•ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � 7C
Trusses requires esxtrema c re In!.Erica<ing, haneling, s pping, installing one racing. It—tD and 1. • - ' ' TC L 10.0 PSF DATE 03/06/1 7
tM10 latest oCition of SCSI (Building Cesmponvnt Safety Informailon, by TPI antl WTCA) far safety Preset lees p r f
o porforming thessv runctlons. Instal lays shall provides temporary bracing por BCS1. Unless noted otharwl a
cop chortl shal I havo proparly a1[acM1atl strut[rvl shoa[hing antl bo[[om chortl shel I have a proparly attaches • ATE •• DL 10.0 PSF DRW HCUSR408 17065138 rigid tolling. Locations shown for Parma nesntelato rest rostra int of wobs shell havo bracing InstelI'd por BC •
TI I� I� coons B3. D1 or Bl0. as appllcebl o. Apply plo[vs to oath feces of tru antl posltlesn as shown above antl 0�
w Q �II II� tM1v.lesint 0estails, amass na<ve a<hvrw lsv. Rprcr ip erawings 160A-Z rarss<andn rd plo<o positions. es Gam' �•• O� OP•• LL 0.0 PSF HC-ENG SCN/DF
I(f� Alpinc, v tllvislon of ITW Building Cesmponants Group Inc. shall o<bo rasponsibla f_or any doviatlan from[h �j(� � ` '••
drawing, any failures Co builtl the truss in conformances wl[h ANSI/TPI 1,ar for handling, shipping, ••1••■�••••• r
AN ITW COMPANY instal IaCion&bracing of traces y'��iy V ��OT.LD. 40.0 PSF SE N- 773191
A wvwl on thls eruing or cover Psgw I st ln•this Cr—ln•, IhC1u..—pt.—of prefsss lens. Ill.—
��I ,a{�,
rosPonslbl llty solely far ehe dmlgn ahawrl. Tha sulteblllty end use of thin dr—ing ror any eeructury Is N i�S'O,\♦AL� � DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 ressponslbi my esf the Dw lcing Doslgnesr ,1 ANs vTPI 1 sees.z. UffHA1W111P
Orlando,FL 32837 For mores inrorm.tI'"s this,Job's gesnaraI n e Pages and those web altos: SPACING 24.0" :1 REF- 1 VYT408 Z1 4
FL COA 90278 ALPINE: —.1pinoi<w.com; TPI: www.cpinst.org; WTCA: www.sbcineustry.com; ICC: www.Iccsar-Dou la Flemin Lie Number:66648
w 03 0 2017
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - EJG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 62 plf at 0.00 to 62 plf at 3.50
Bot chord 2x6 SP #2 BC- From 20 plf at 0.00 to 20 plf at 3.50
Webs 2x4 SP #3 BC- 773.88 lb Conc. Load at 1.56
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
Wind loads and reactions based on MWFRS. DL=5.0 psf. GCpi(+/-)=0.18
(J) Hanger Support Required, by others Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 81 W2X4 S 2.25
2X4 III
6
2- -3
+9-4-0
2X4[81 III
2X4(Al
3-6-0 Over 2 Supports
1Rf111N/�p//!/
R=597 U=267 W=8"
R=465 U=211
H=H1 OO♦.•�� Sn•.•'!�
Design Crit: FBC2014Res/TPI-2007(STD)
•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .01♦. 6 TY.'F. F -/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ai /+ REF R408-- 69994
"INPONTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 20.0 PSF
Trusses require oxtromo a ro In labrica[ing, hsntlling, sM1ipping, Installing and bracing. Rotor to and!e$� W TC L 1 0.0 PSF DATE 03/06/1 7
ne latest aEl tion or SCSI (Bulltling Companenc Safocy Information, by TPI antl WTCA) Tor so Toty procelces pQ
o Perrorming these luncclons. Inscallors shall provlda temporary bracing par SCSI. Unlsss no[atl otM10 rwl W
top chord shall nova properly ottachod strueiu rat shoething antl bottom eM1ortl s„all M1avo a properly aCtocM10 O
rigid coiling. Locations shown for pormano.t lateral rastralnt of webs an.ll „eve bracing Instal lad par BC j0'® • ��� •.�DL 10.0 PSF DRW HCUSR408 17065 139
. a ��� sotcloin aen, B]or B10. as pp llcabla. Apply plates to
oath Toc oaf tr..,antl position as shown abovo and o 6� •
cho Joint Details, unless n cetl otharwlso. Rafor to drawings 16OA-Z Iorstantlard plats post Clans. �I
Alpino, tlivislon of ITW Bulltling Components Group Int. shall t be raspansibie far any davlatlen tram to �j�••�•(F��\��.•' ILL 0.0 PSF HC-ENG SCN/DF
tlrswing, any Tailuro to but Id cha truss In conformance wi[M1 AN5I'TPI 1, or for hsntlling, shipping, •....��...
AN ITW COMPANY InstallaClon B bracing of tra��a�. �NAt��„� OT.LD. 40.0 PSF SEQN- 773290
A Bowl on thlw drawing or toyer pay* Ilwting this tlrawing, Indicates ateaptanca of profwaa tonal anpinwar rg
roaponal bl lIty sololy Tor tho doslgn-_. 7ho sulteblllty ana ueo oT Nlw drawing for any atruccuro Iw N ..a
2400 Lake Orange Dr.,Suite 150 osponslbiilty of the Buliding Doslgnar par ANSI/TPI 1 Sot.2. /fJ 1 1�{a' DLIR.FAC. 1.25 FROM RF
Orlando,FL 32537 For mare Inlermatlan 11,thls Jobs general n ,page and those web altos: SPACING 24.0" J REF- 1 VYT408 Z 1 4 FL COA 90278 ALPINE: www.alpinolcw.com; TPI:www.ipinst.org: WTCA: www.sbclnAuscry.com: ICC: www.lccs Dou la Flemin Lie Number•66648
03 T
2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - CJ1)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=-101 Rw=121 U=160
6 — 0 �11-7-4
-1 -
R=-33 Rw=51 U=57 11-1-0
2X4(A1)
�2-0-0�E1-0-®-za8
1-0-0 0 er 3 Sq pports
Ilmiayrpl�u
R=346 Rw=431 U=275 W=8" r�s F�i1�4j7
Design Crit: FBC2014Res/TPI-2007(STD) �•`� SF••.
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1.0?.06 2 TY. /-/6/-/-/R/- Scale =.5"/Ft.
"IMPORTANT'u'I�NF RNISH'rRIASG AND DRAWING FOLLOW
NALLL NOTES ON CONTRACTORSIS INCLUDING INSTALLERS. � � � TC L 20.0 PSF REF R408-- 69995
_S . ■
T russas require c t.mo r. In rabr ieat ing, hantlling, shipping, Installing antl bracing. Ro£.r Co end( : ■ L 10.0 PSF DATE 03/06/1 7
cM1a lat.st.tll tion o......I(Builtling Component 1 p— In£.rmaclon. by TPI antl WTCA) for sa£oty practices pIl N
o porlo,ming CM1.s.!unctions. Insiall.rs shell provitl.temporary b,ecing per BCSI. Unloss nototl oth.rwl� VATE •
cop chore—I I I.—Plop.,1;attach.tl str.._.l sh..tning antl bottom ch.lo shal l havo a Prop.,ly gtt..ha O DL 10.0 PSF DRW HCUSR408 17065140
rigitl coiling. Lo..tlons shown for p.......t lateral rostrol It of woos shall haw bracing In—II.tl por B •'
colons B3, B]or 610. as appl IIlblo. Apply places to each loco of tru ono posit).,as shown ab.vo antl /��Ly 0 A •
• Q �� th.Jo l It O.tal I.. un loss not.d otM1.rw is.. R.for to tlrawings 16OAA-2 f.,sstantla,tl plat.posltlon,. /- ^ M•.•
Ll , •. /•�4 \0\\\. LL 0.0 PSF HC-ENG SCN/DF
Alpino, a tlivislon of ITW Id th ng Compon.nes Group Inc. shall n t Bo r.sponsi blo for any IppIntion from<h sue, .� O NN
tl raw ing, any failure to builtl eh.eras, in con la,manta wiW ANSI/TPI 1. or f.r hantlling, shipping, y�, CQ ••..,�,.`..•• ,g?TOT.LD. 40.0 PSF SEQN- 773195
AN ITW COMPANY in,tal lotion a Bracing If tras.,. IW vs�Q �w\
A coal on thla tlnring or eowr papa Ilatinp NIa tlraalnp. Intllutaa aeeaptanea of profasalonal anpinaaring A��
rosponslb...ty s.l.ly or
tho d lgn ahoan. Th.sultablllty antl um or[his ara.Ing for my etr—.r. Is r -.a DUR.FAC. 1 .25 FROM RF
2400 Lake Orange Dr.,Suite 150 ro,",.Ibl I Ity of—But lot..Ds)gear por AN 1 S.o.2. ' w�1tUMi�Wp1P�
Orlando,FL 32837 For m... inform.el on s this Job's a,.,,.I n ,pogo a.tl tha,a w.b oleo,: SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA#0278 ALPINE: www..lpin.itw.com; TPI: www.tpinst.org: WTCA: w .b.1rd—try.com; ICC: www.Iccsaf-Dou la FlemingLic Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - CJ3)
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=51 U=47 10-10-11
6 F__ 1-1 3-3
R=46 Rw=58 U=23 9-4-0
2X4(A1)
L-2-0-0—�
3-0-0 Over 3 Supports
RdIQNI►gI
R=310 Rw=328 U=174 W=8"
RL=130/-76 ���••,■ ■��■••f/L
Design Crit: FBC2014Res/TPI-2OO7(STD) 4 •••�\ S�••�
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1 .0?.06 A IRTY: N/-/6/-/-/R/- Scale =.5"/Ft.
••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] • • TC L 20.0 PSF REF R408-- 69996
••INPORTAN TH T'• FURNISH IS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : ■
Trusses requlra ortrema a ry In fvbrlcnting, hantlling, shipping, Installing end bracing. Rafar to and f l ; L 1 0.0 PSF DATE 03/06/1 7
the latest atlitian oT BCSI (Building Campanonc Sofaty Informvtl on, by TPI antl WTCA) far safety praetleas pl .
o parfarming those functions. Instvllor.shall prvvlao temporary bracing par BCSI. Unlvsa noted oth.miW ATE •
tap cM1ortl shall M1ava properly attached struce..I s .ehing antl bottom chortl shell have a properly a tachv 6 •
rigid tailing. Locations shown far p.......t"I.terel restraint of webs shall have brvcin9 Installed` r B • DL 10.0 PSF DRW Hcusaaos 170651 a1
O thcclons B3. 07 or B10. as applicable. Apply places e.aoch Taco of tru and position.s shown above"antl 0 •
e Joint Details, unlass naiad atharwisa. Rafar tv drawings 16OA-Z farsstandard plat.p—tians. �/y•. QP •' LL 0.0 PSF HC-ENG SCN/DF
Q UpI Alpine, o Clvision of ITW Bullding Components Group Inc. shall of be responsible for any tivvivtlon from th����v�•.� `OR, •�•
d rowing, any Tailura to bulltl t c truss in<onfarmenco with ANSI/TPI 1, or for handling, shipping, y� •�•..._-.�,• `
AN 17WCOMPANY ln.eanauon 8 bracing of tresses. p C? `TOT.LD. 40.0 PSF SE N- 773190
A a•.1 en ehl.dr•.In•or epyr p.R• n.0 ng cal.er•.Ino. mme.e...ae.Jx.na••r prpr••alen•I •nglnbrin0 ���I� /■u,
roaponsl blllty eo laly ivr Via dmlgn.ha•n. Tha.ultablllty and u.a of thla dra•Ing rar any atruccuro Ia eh pp-���i •\A DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite 150 ...pvnsl bl l Ity IT".oul Id l no DO.Ignar par ANSI/TPI 1 Sac.2. �/�"rINIIIIIIIQI L��{�
Orlando,FL 32837 Far mar. Informativn s thls,Jab•.g.....I n s pogo and th...web slCas: �`•a, �• SPACING 24.0" J REF- 1 VYT408_Z1 4
FLCOA90278 ALPINE: www.alPlr.l tw.com: TPI: --pinst.vrg: WTCA: www.sbclndustry.cum: ICC: www.Icc.-Doi la FlemingLie Number:66648
(a 03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - HJ2)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 0 plf at -2.83 to 61 plf at 0.00
Bot chord 2x4 SP #2 Dense TC- From 2 plf at 0.00 to 2 plf at 3.06
BC- From 0 plf at -2.83 to 4 plf at 0.00
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 2 plf at 0.00 to 2 pif at 3.06
TC- -78.96 lb Conc. Load at 1.39
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- -4.61 lb Conc. Load at 1.39
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=12 U=71
12-2-6
4.24 F_- 1-4 14
11-1-0
2X4(A1)= R=25 Rw=33 1.11=0
L<-2-9-15�
3-0-12 Over 4 Supports
R=196 U=277 W=11.314"
R=25 U=188 W=11.314" ���♦♦■■ W■�♦�dy
Design Crit: FBC2014Res/TPI-2007(STD) �•�� S�♦•'
PLT TYP. Wave FT/RT=0%(O%)/O(0) 15.it, .0?.06 2 TY. /-/6/-/-/R/- Scale =.5"/Ft.
weWARNINGIwe READ AND FOLLOW ALL NOTES ON THIS DRAWINGI s • TC L 20.0 PSF REF R408-- 69997
"IID'ORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a • •� ■
T....as requir..xcrom.c r In fabric.ting, handling, s ppl.g, I.-IIIng one racing. Rorer t and r4l L 10.0 PSF DATE 03/06/1 7
ch. l.t.sc.-l-of BCSI (Bullaing C.mp.n.ne S.r.ty Inror.atl,n, by TPI line WTCA) ror sar.ty practices i
o performing theses funcclons. Installs.shall provld.temporary brocing par BCSI. UnI_n.tod oth.-IW � ATE
cap c.rd shall M1ay.properly.tt h1d structural sh.otM1ing antl bottom ch.rd shell havo a properly ott..h a • DL 10.0 PSF DRW HCUSR408 17065142
rlgldhcolling. L...tlons shown for p......nt l.ioral rosCrolnt of webs shall h..brocing Instoll.tl por B •
t Ions Bl. B]or B10, as opplicabl.. Apply plot..to...h roc.of tru and position.s shown ab.vo and /A�0
♦ the Joint Details, un lass n.t,d oth.r 1- Rorer to drawings 160A-Z forsstontlora plot,po.ICl,ns. / ♦♦ ♦♦
a ��� AI a dlvi.l.n „�B.Ildin . _• • F[ o�QQ`.♦ LL 0.0 PSF HC-ENG SCN/DF
p g p.nont.Group Int. sM1al bn t bo r.sponslblo for.ny d.vl.tl.n from ih WI .� O I`
drawing, .ny 1.ilur,to build[h.[russ In conrormanc.with ANSI/TPI 1, or for M1antlling, sM1lpping, Qi ♦♦e ♦♦♦
AN ITW COMPANY Inst.I lati.n A brocing.r tra.= '�iq ♦♦ .... C? aT'OT.LD. 40.0 PSF SE N- 773201
A coal on thle drawing or cover peg♦ Ileting this drawing. Indlewo ecdpunee er p_r..lone) engineer lap
�osP�sieii�cy mloly Tor-daslgn on-. Tha sult,bll lty and ueo or thle drawing Tor any.truetur. 1. DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite 150 y.r th.B.IIding
O..Ign.r ,or ANSI/TPI 1 g .2. kltlry�ry>Uµllllll
Orlmdo,FL 32837 F.r m.r. Informed..s this j-',,g...ral n .p.g1 and th,..web,Ito.: SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA#0278 ALPINE:www.olpin.ltw.com; TPI: www.cpinst.org: WTCA; www.sbclndu ry.c.e; ICC:www.Ic ,s Dou la Flemin Lic Number:66648
♦ 03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Dr Fort P - H-13)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 61 plf at -2.83 to 61 plf at 1.41
Bot chord 2x4 SP #2 Dense TC- From 31 plf at 1.41 to 31 plf at 4.47
BC- From 4 plf at -2.83 to 4 plf at 0.00
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 0.00 to 10 plf at 4.47
TC- -78.96 lb Conc. Load at 1.41
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 50.94 lb Conc. Load at 4.20
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC BC- -4.61 lb Conc. Load at 1.41
DL=5.0 psf. GCpi(+/-)=0.18 BC- 46.07 lb Conc. Load at 4.20
Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
factor for dead load is 1.50. Provide 2 ) 16d common nails 0.162"x3.5"), toe nailed at Bot chord.
R=61 U=140 12-8-10
4.24 1-1 -2
0-4-3 *11-1-0
-� R=70 U=53
2X4(A1)
-2-9-15�
4-.5-11 Over 3 Supports
lIIIN�dNIpy�
R=325 U=614 W=10.564"
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1., .06 0.2 QT - L/-/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ Tj LL 20.0 PSF REF R408-- 69998
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlrn o tremor care In iabrlcaeing. hanIII g, shipping, installing and bracing. Rofer to and II w . ., DL 10.0 PSF DATE 03/06/1 7
Rho latgse odi tlan of SCSI (Bulltling Compon ne Safaey Infarmatlon. by TPI antl WTCA) for safety praetleo
o porforming the so functions. Installers s 11 provide temporary brae Ing par BCSI. Unless noeod I horrCs
top chard shall have praporly ac__d structural shoathl ng antl bottom chord shall havo A properly att..$Zd W !
rlgltl eel Iing. Locations shown for parmanane lateral rostralne If wobs shall havo bracing Instaliod po,%S 6 ATE : DL 10.0 PSF DRW HCUSR408 17065143
O cM1t Ions B3. B7 or 510. as appllcablo. Apply places co oath faces of cru end poslelon as sM1own above o • •W
c Joint Datalls, unless naiad oth,rwlso. R,for to drawings 16OA-Z forsstandard plats paeltlans. , a LL 0.0 PSF HC-ENG SCN/DF
r a �� Alpino, a division of ITN Building Companenes Group Inc. s 11 not a espansibl,for tlovlaeion from t /(/�/�y��•. F �•�•-`
44
drawing, any failure eo build eha truss In conformance with ANSI/TPIb1,ror for handling,"hipping. w/ A.,� C O R
AN ITW COMPANY installation&bracing of trusses. a s _ , q' �.•...-,■1�• \` TOT.LD. 40.0 PSF SEQN- 773209
A Bowl on ehla drawing or covbr peg. II ting"is drawing, Indlawtww waaptmae of profeealonal englnNring �/`(� _`
roapansl bl l lty solely for the doslgn ehawn, Thor aultebll lty and aaa ar tM1la drawing far any etrattare le th eS' a ' DUR.FAC. 1.25 FROM RF
2400 Lake Orange Dr.,Suite ISO
asponslbl l Icy oT the Bullding Dasigaar per ANSI/TPI 1 S-2. y// �10M
Orlando,FL 32837 Far mar, Informatlan III this Jabs general n a pogo and thasa web sites: SPACING 24.0" J REF- 1 VYT408 Z1 4
FL COA 90278 www.al ALPINE: pinoicw.com; TPI: www.cpns lc.org; WTCA: www.sb usc cindry.com; 1- www.Iccs Dou la Flemin Lie Number:66648
03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - HJ4)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 0 plf at -2.83 to 61 plf at 0.00
Bot chord 2x4 SP #2 Dense TC- From 2 plf at 0.00 to 2 plf at 4.89
BC- From 0 plf at -2.83 to 4 plf at 0.00
Lumber value set "136" uses design values approved 1/30/2013 by ALSC BC- From 2 plf at 0.00 to 2 plf at 4.89
TC- -78.96 lb Conc. Load at 1.41
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- 101.88 lb Conc. Load at 4.24
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, BC- -4.61 lb Conc. Load at 1.41
wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 92.13 lb Conc. Load at 4.24
Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 ) 16d common nails(0.162"x3.5:: toe nailed at Top chord.
factor for dead load is 1.50. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bat chord.
R=67 U=130 11-1-6
4.24 F__ 2-0 14
0-4-3 +9-4-0
T_ R=78 U=80
2X4(A1)=
L-2-9-15�
4-10-10 Over 3 Supports
trta> �q�i
R=248 U=426 W=10.564" +,r��
Design Crit: FBC2014Res/TPI-2007(STD) ��+�� v SF �•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 .. .06 0.2 QT :1 L/-/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] 0 • • REF R408-- 69999
••INPORFAH(•• FURNISH THIS DRAWING TO ALL CONIRACTORS INCLUDING THE INSTALLERS. ?� �' T LL 20.0 PSF
Trusses Ire e i eme arc In fabricatin nandI in shi In installin antl bracin Rafar tv antl r.II • •requ .r e 9• 9. PP g. g = w • • '>� DL 10.0 PSF DATE 03/06/17
cho latest etllcion of SCSI (Building Component Safety Informativn, by TPI antl WTCA) for afaty prat[icosss```-������a�ppp •
o performing these functions. Installers sM1all provltlo temporary bracing par BCSI. Unless noted vthH s f
cop cM10 rtl shall have properly atta.M1etl structural sn..Yhing end bottom chord sM1ell hevv a properly ett tl • �r a
rigid coiling. L,,.tlo.......wn for permanent lateral rostra lnt of webs snail h braaing Installed per�S 14 A, C „ DL 10.0 PSF DRW HCUSR408 17065144
r� cions 03. B]ar BIG, appllcabl o. Apply pieces to each face of tru antl position as Shawn above • `` •
CM1e Jvint Datalls. unless noted atnarwisa. Rafar to drawings 160A-Z fvrssevntlard plo<o positions. an; , a" F Q„ . LL 0.0 PSF HC-ENG SCN/DF
I ILJILLII�/ Alpine. a tlivislon of ITW Bulltling Components Group Inc. shall not ba responsi b1,for d-1-lon from 1 • `
drawing, any failure eo build cho truss in eonfo rmanca with ANSI/TPI t, or far handling,"hipping. (�• L p a
AN ITWCOMPANY installation A bracing of tresses. a ••.:•O`l:O•' �` TOT.LD. 40.0 PSF SEQN- 773280
A oval on thla draw or cover papa Ilating thla drawing, Indlca -ptancw of profasa tonal wnglnwering y (�
rvsponslhlllty solely for cho daslgn Shawn. Tha aulcablIIzy and aaa of tllls drawing far any wtrdatura 1,eh y,� S/o�p1�-�� ' DUR.FAC. 1.25 FROM RF
asponslbl l icy of Ue Ballding Dosl9ner per ANSI/TPI 1 Soc.1. �/
2400 Lake Orange Dr.,Suite I50 �IyO tN�
Orlando,FL 32837 Far mare Information s this Job's genaral n s pogo and these web alto=: �4fIN�1 tax SPACING 24.0" J REF- 1 VYT408 Z 1 4
FL COA 90278 ALPINE: www.alpinvitw.com; TPI• www.cpinst.org: WCA:wws.sbcindustry.com; ICC:www.lccs.T DOU la Flemin Lic Numger•66648
" (` 03/06/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15621--LOT 2 TARPON FLATS -Phoenix Realty Homes Inc. -- 3933 Shoreside Or Fort P - HJ5)
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 Dense TC- From 0 plf at -2.83 to 61 plf at 0.00
Bot chord 2x4 SP #2 Dense TC- From 2 plf at 0.00 to 2 plf at 7.01
BC- From 0 plf at -2.83 to 4 plf at 0.00
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 2 plf at 0.00 to 2 plf at 7.01
TC- -78.96 lb Conc. Load at 1.41
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 101.88 lb Conc. Load at 4.24
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC BC- -4.61 lb Conc. Load at 1.41
DL=5.0 psf. GCpi(+/-)=0.18 BC- 92.13 lb Conc. Load at 4.24
Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord.
factor for dead load is 1.50. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
Top chord overhangs have been checked only for loads as indicated.
Overhangs not checked for man loads or long-term deflection.
R=72 U=81 11-10-6
2-9 14
4.24 F--
0-4-3 +9-4-0
T- R=122 U=57
2X4(Al
2-9-15 �Z-
7-0-2 Over 3 Supports
R=306 U=489 W=10.564"
Design Crit: FBC2014Res/TPI-2007(STD) �V•' V' SF ••/
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.. .06 0.2 QT W6 L/-/6/-/-/R/- Scale =.5"/Ft.
••WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING] p, T LL 20.0 PSF REF R408-- 70000"IMPORTANT" FURNISH THIS DRAWING TO ALL CON TRACTORS INCLUDING THE INSTALLERS. �
Trusses...alto o t.m. ro In fabricating, h-11.9. shlpping, Installing-bracing. Rotor Co an�It
w ! • �y,,
... I...st.Girl."orrICSlc(Bullding Comp...nt S-ey ]nrarmauan, by TPI one WCA3 fat aar.ty pr..tIb. W 7q DL 1 0.0 PSF DATE 03/06/1 7
o pert.rm ing thos.1.ncclons. Installers shall provldo t.nparaty bracing par ecsi. unloss note och c s a
cop chord.,hull I,a vo proporly attachod struct ral shvathing one boteom chore shall have a proporly.tt e +
rigid coiling. Locations shown for p.r.....t"lat.r.l ...,[taint of robs shall have bracing Inst.11.G p.r.%CS o ATE DL 10.0 PSF DRW HCUSR408 17065145
thetlona B3. 07 or 010, as op,llcabl.. Apply plat.,to ouch fern of era one position as shown.bovo vnso : • +Z
a.hint Details, amass"area atl,arwlsa. Rarer to tlrawings 1BOAoCz foorsscontlartl plot.posiclons. a 1 0 LL 0.0 PSF HC-ENG SCN/DF
ILI`.U Alpine. a elvision of ITW Balltling Components Croup Inc, sha11 n esponslbl.far any d-1-lon from C �• / 10 •��
drawing, any failure to bulltl Ch.Crass in conformance with ANSI/TPI bl,ror for handling, shlpping.
AN ITW COMPANY install 1.n A bracing.f tr.ss g Sfj,�ys.........•�`� `TOT.LD. 40.0 PSF SEQN- 773198
A soul on this dr.wing or eovor pug. llseing"I.el-IrIg, Indle.e... peme.of pr,f,..lon.1 .ngln..rin
t, osponslblllty solely rat the tlaslgn sha.n. Tho Ip bllley and d.a ar thl.dra.lhg tar.n„.er ur. is t„ ryi/ A� 1 DUR.FAC. 1 .25 FROM RF
vsponsl bl l ley or rho Building Dos I gn.r par ANSI/TPI 1 Sot.2. /01
2400 Lake Orange Dr.,Suite I50
Orlando,FL 32837 Far mar. Infarmatlan s this.lab•.g.....In....p.g,anG thus.w.b sites: w/Ifl�!{�W111a SPACING 24.0" JREF- 1VYT408 Z14
FL COA#0278 ALPINE: www.olpin.lcw.cos; TPI: www.tpinst.org; WTCA: www.sbelndastry.e ICC: w 1......Don la FlemingLic Number•66648
03/06/2017
CLR Reinforcing Member Substitution
T-Rein For cerlent
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
is specified on a truss design but an alternative web L—Reinf orcement: or
reinforcement method is desired. L-Reinf.
Apply to either side of web narrow face.
Attach with lod (0.128'x3.0%min) nails
at 6' o.c. Reinforcing member is
Notes] a minimum 80% of web
member length.
This detail is only applicable for changing the specified CLR
shown on single ply seated designs'to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re-run design with appropriate
reinforcement type.
T-Reinf. L-Reinf.
Web Member Specified CLR Alternative Reinforecement Scab Reinforcerlent
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web.
2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face.
Attach with 10d (0.128'x3.0%min) nails
2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a
2x6 2 rows 2x6 2-2x40K) minimum 80% of web member length.
2xB 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6()I()
Scab Reinf.
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
(;I() Center scab on wide face of web. Apply (1) scab to each
Face of web.
4—Z
ffHlOJryp/��
..VARNING!vv READ AND FOLLOW ALL NOTES ON THIS DRAVING! • $�{
"IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S � 7AT
648 j T LL PSF REF CLR Subst.
Trusses require extreme tare In fabricating,handling,shipping,in, ontl bracing. Refer to ands • " �EIDL PSF DATE 10/01/14
v V practice.
the latest edition of HCSI<3uildng Component Safety Information,de a or and SBCAbracing
For safety
•
practices Friar to per ior'ung these functions. Installers shall provide temporary bracing per BCSI.
Unless no
otherwise,top chord shall have propertyattached structural sheathing and bottom chor •
shall have a properly attached rigid ceitin Location shown for s e • B DL PSF DRWG BRCLBSUB1014
rg g. pernonent lateral restraint f ace ® f
shall have bracing installed per SCSI sections B3,B7 or HIO,as applicable. Apply plates to each face •• ••
Q i� of truss anal position as shown above and on the Joint Details,unless noted otherwise. ♦ . �` LL PSF
,F A LM g g Refer to drawings ]6DA-Z far standard plate positrons. • •
Alpine,a division of ]TV Building Components Group Inc.shall not be responsible for any deviation fron � �^•♦F/ OR`O♦♦.•\` OT. LD. PSF
AN ITW COMPANY this drawing, my {allure tp bu'd the truss in conformance with ANSI/TPI ].or for handling,shipping, yI /�[� •♦♦ R
in5tdlld lion 8 bracing of trusses. ,I/ `-n ••a•ar•••a �.
A seal on this droving tar over page listing thus allowing,indicates acceptance of professional / V
T 13723 Rivelport Drive engineering responsiblity solely for the design horn. The suitability and a of this droving ///N //
Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. NSA_{` OUR. FAC,
Maryland Heights,Mo 63043 far m re information see this job's general notes page and these web sites, /'ryf8f a•Rff411u+
ALPINE .olpineitw. ;TPI, w.tpinst.org;SBCA�w w.sbeindusiry.orgl]CC- ccsafe.org SPACING
03/06/2017
rm (►�
Commentary: Deflection and Camber
Camber may be built into trusses to compensate L = Span of Truss (inches)
for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches)
application of loads. Providing camber has the ---------------------=---------------------------------------------------
following advantages:
- Recommended Truss Deflection Limits
• Helps to ensure level ceilings and floors after
dead loads are applied. Truss Type L/D Deflection Limits
• Facilitates drainage to avoid ponding on flat or Live Load Total Load
Low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
• Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical)
characteristics between adjacent trusses. Trusses
• Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
and other long spans that can appear to "sag," Roof Trusses
• .Avoids dips" in roof, ridelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
from the gable to adjacent clear span trusses,
In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25° (horizontal)
Location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
--------------------------------------------------=----------------------
drainage system. The Building Designer shall also specify Truss Type Recommended Camber
any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load
criteria for flat or low-slope roofs subject to ponding
Loads.
Sloping Parallel 1.5 x Vertical Deflection from
The amount of camber is dependent on the truss type,
Chord Trusses Actual Dead Load
span, loading, application, etceteras.
Floor Trusses' (0,25 x Deflection from Live Load) +
More restrictive limits for allowable deflection and Actual Dead Load
slenderness ratio (L/D) may be required to help
control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) +
(1.5 x Design Dead Load Deflection)
The following tables are provided as guidelines for I
Limiting deflection and estimating camber. Conditions or Note: The actu I may be considerably less than
codes may exist that require exceeding these the de �f 4
recommendations, or past experience may warrant using �.••" "S•.� /�/
more stringent limitations. .•`� F`'.
f•
..WARNING!..READ AND FOLLOV ALL NOTES ON THIS DRAWING! f ✓D� REF DEFLEC/CAMB
-IMPORTANT—FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • •
Trusses require ewtrene care in fabricating,handling,shipping, g g, f ■
g, Aping,installing and bracing. Refer to and • *'e DATE 10/01/14
v V iouo. the latest edition of HCSI (Building Component Safety ]nfornation,by TPI and SBCN For safety •* • ■
practices prior to performing these functions. Installers shall provide temporory bracing per BCS1.
Unless noted otherwise,top chard shall hove properly attached structural sheathing and bottom char e DRWG DEFLCAMB1014
1. Shall have a properly attached rigid Ceiling. Locations shown for permanent lateral restraint of ebs ATE •
shall hove bracing Installed per SCSI sections B3,B7 or RIO,as applicable. Apply plates to each face 'J� ♦ ♦.
of truss and position o shown above and on the Joint Details,unless noted otherwise.
m [MR Refer to d rawings I6OA-Z for standard plate positions. 6j�
ALM 0♦♦ � �♦♦♦
Alpine,o division of ITV Building Components Group Inc.shall not be responsible for any deviation from �'�I�A••�• QR1O♦•♦`��'`
AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI I, or for handling,shipping, yI�'^� •f♦N�■•.•• r
installation& bracing of trusses.
A seal an this d...ing o cover poge listing this drawing,indicates acceptance of professional Q� `
� 13723 Riverport Drive "g;.,er,ng re p...ibuity solely for the design shown. The suitability and use of this drawing NA{� _l,•'Vr"
Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec2.
Maryland Heights,MO 63043 For rare information see this job's general notes page and these web sites, �IYY�IGG 1f"'''lll/f�ARf�1� ``fly
ALP e INE www.olpineitw.con;TPl+www.tpinst.org;SBCk wwwsbcindustry.org;ICC�w w.iccsofe.org
03/06/2017
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