HomeMy WebLinkAboutEngineering, truss planning • This document has been electronically
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Alpine, an ITW Company
2400 Lake Orange Drive Suite 150 Orlando FL 32837 ,
Florida Engineering Certificate of Authorization Number:0 27 ��••.•�G/�I °r
Florida Certificate of Product Approval#FL1999 �. �+ �� G-r! •1
Page 1 of 1 Document ID:IVXZ408-Z160 1 111238
4
f No.708-61 ;
Truss Fabricator: Accu-Span Truss Company
Job Identification: y - _
15218-/hlodel A -- Lt 6 Tarpon Flats Ft. Pierce, FL 152'��3-/1_Ag.-`���!�; �_� lats Ft:--Pier,
Truss Count: 64 "C1 ..AV
Model Code: Florida Building Code 5th Edition (2014) Q�, ••,�LQRt ,,d`" +_ ,` -
Truss Criteria: TPI-2007(STD) � s •� y�.. w-`
Engineering Software: Alpine Software,Version 15.01. r+lp fONA
Structural Engineer of Record: The identity of the structural FOR did d not exist as oft'tn"
Address: the seal date per section 61G15-31.003(5a) of the FAG
Minimum Design Loads: Roof - 55.0 PSF @ 1.25 Duration '- `
Floor - N/A = `
Wind - 170 MPH ASCE 7-10 -Closed
Notes: 2/0V2017—
1. Determination as to the suitability of, these truss components for the William .Krick
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-DEFLCAMB-
# Ref Description Drawin # Date # Ref , Description Drawin # Date
1 22727-401 17032535 02/01/17 34 22760-\-B22 17032163 02/01/17
2 22728-402 17032552 02/01/17 35 22761--B23 17032164 02/01/17
3 22729--AO3 17032554 02/01/17 36 22762--001 17032527 02/01/17
4 22730--AO4 17032555 02/01/17 37 22763--0O2 17032533 02/01/17
5 22731-405 17032541 02/01/17 38 22764--0O3 17032534 02/01/17
6 22732-406 17032145 02/01/17 39 22765--CO4 17032650 02/01/17
7 22733--AO7 3-PLY 17032146 02/01/17 40 22766--CO5 17032546 02/01/17
8 22734--AO8 17032558 02/01/17 41 22767--CO6 17032165 02/01/17
9 22735--AO9 17032557 02/01/17 42 22768--CO7 17032539 02/01/17
10 22736-410 2-PLY 17032536 02/01/17 43 22769--COS 17032537 02/01/17
�! 11 22737--A11 17032528 02/01/17 44 22770--CO9 17032530 02/01/17
jf- 12 22738--Al2 2-PLY 17032523 02/01/17 45 22771-410 17032538 02/01/17
13 22739-401 17032556 02/01/17 46 22772--C12 17032521 02/01/17
14 22740--B02 17032519 02/01/17 47 22773-413 17032545 02/01/17
15 22741-403 17032147 02/01/17 48 22774-414 17032526 02/01/17
16 22742-404 17032148 02/01/17 49 22775--C15 17032540 02/01/17
17 22743--B05 17032149 02/01/17 50 22776--C16 17032520 02/01/17
18 22744--BO6 17032150 02/01/17 51 22777--C17 17032542 02/01/17
19 22745-407 17032151 02/01/17 52 22778--EJ5 17032531 02/01/17
20 22746-408 17032152 02/01/17 53 22779--EJ5A 17032547 02/01/17
21 22747-409 17032153 02/01/17 54 22780--EJ7 17032518 02/01/17
22 22748--B10 17032154 02/01/17 55 22781--J28 17032525 02/01/17
23 22749-411 17032155 02/01/17 56 227.82--J2G 17032166 02/01/17
24 22750--B12 .17032529 02/01/17 57 22783--J50 17032167 02/01/17
25 22751-412A 17032156 02/01/17 58 22784--CJ1 17032553 02/01/17
26 22752-412B 17032157 02/01/17 59 22785--CJ1A 17032543 02/01/17
27 22753-413 17032551 02/01/17 60 22786--CJ3 17032548 02/01/17
28 22754-414 17032624 02/01/17 61 22787--CJ5 17032544 02/01/17
29 22755-415 17032158 02/01/17 62 22788--HJ16 17032549 02/01/17
30 22756--B16 17032159 02/01/17 63 22789--HJ5 17032532 02/01/17
31 22757-417 17032160 02/01/17 64 22790--HJ7 17032622 02/01/17
32 22758-419 17032161 02/01/17
33 22769--B20 17032162 02/01/17
1 •
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 17.85 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 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 "138" uses design values approved 1/30/2013 by ALSC
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/180 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent live load.
for dead load is 1.50. JT PLATE LATERAL CHORD
MWFRS loads based on trusses located at I 4X4= No SIZE SHIFT BITE
[ 01 W3X4 1.25 R 1.50
east 17.85 ft. from roof edge. [ 21 W3X4 S 1.25
[18] W3X8 2.75 R 1.25
6 6 [19] W4X4 1.75 R 1.75
3X4% 3X4s
3X4(R)[0] 4X6(SRS)(R) 111
2X4 III 4X4[19]
(a)
(a)
(a)
(a) V(a)
5-1 3-3 (a) I 5-1 -12
9-4-0
3X6III 3X4[2]= 5X8= 5X6= 3X8[18]= 3X6III
10-8-0 I 10-0-6 I 11-0-8 I
31-8-14 Over 2 Support
R=1802 U=357 W=8'i R=1801 U=533
RL=231/-224
001nt1011gI1""t.4!/M,
Design Crit: FBC2014Res/TPI-2007(STD) H•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 �• ''E 'Ql `_TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ FO
LLOW DLLIM ALL NOTES THIS GI 8 : `• TC LL 30.0 PSF REF R408-- 22727
"IMPORTANT""IMPORTANT" FURNISH THIS BN TO ALL CONTRACTORS OIUUIGRS INCLUDING THE INSTALLERS.
Trusses..dull,a cram,a ra In(nbrlc.Cing. h.ndling, shlppl.g. Inst.11ing antl braeing. It—,Co In�loll �• y p
Incase.dlclon o!BCSI (BullEing CamP.—rle Saf,ty Inf.rmation. by TPI and WTCA) for sar,ty pro ti.gp prl O./00 1 TC DL 15.0 PSF DATE 02/01/1 7
ooPorf.rming th....... ons. Inst.11ars shv 11 pr..Id,
temporary bracing par BCSI: Unl.ss notedcoth�r Isd
[op chord shal l h—praporly attach...tru.tuI., sh,.t.i.G and bottom.hold shall h.vo a pr.p.rly I� BC DL 10.D PSF DRW HCUSR408 17032535
rigid cal l In, L....1 shown for p.......t lat...l trn lnt of w bs shall hnvo brotin. insca llad p BCS L
nc[lans BB, BT or_DID.—I.—table. Apply plates!d'ay..h fa.,o!tau ted^daposltlo.as shown.nova nd o Q /L :•� G
.Joint O.calls 1. tad oche rwlsa. R,f,r co wings 160A-Z III ss d rd plat,pasltlans. t �/ AT O . ��. BC LL 0.0 PSF HC-ENG GA/DF,A Alp—, a dlvlsion of ITW Building C.Pan s Group Inc, shell not by responsible Tor.ny d,vl.tlon fr� � h� � ..•����`�
.rowing, any Tailuro to build I",.
Ineconformanee with ANSI/TPI t, or!ar handling, shipping. ••�
AN ITW COMPANY inst.ilati.d a br.ti.g II__ _
f tr.a=a=. .•NG� TOT.LD. 55.0 PSF SEQN- 809952
A.owl .n thlw tlr.wlnp dr e.vwr pwg, 11-ing t I•druing. l,dl..tww.—pte%,dT profew.1 wl wngidwarin9 �•���••
rusponslblllCy coldly Tar the tl,slgn Maven. Th,vultablllty antl use dT thle'tlra�ing Tar any serutturd Iv th S,
2400 Lake Orange Dr.,Suite 150 11-11 bl llty,!th.BuIIdIng Dns IBndr par ANSI/TPI T So..2. �S�d�A1. DUR.FAC. 1.25 FROM RC
For m.r, Informs tl an s this ob's era .and thos.web sites: rk .%W
Orlando,FL 32837 g,. as °gam PAC I NG 24.0" JREF- 1VXZ408 Z16
FL COA g0278 ' rl� ALPINE: www.nlpin,ltw.c.m; TPI:www.cpinsc.arg; WTCA: www. Induscry.com; IGG: www.iccsai,.org illiam H.Kricl:Licumber 70 6 IS —
02/O1/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 17.41 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 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 :W12 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member
:Rt Bearing Leg 2x6 SP #2: design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase factor JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
MWFRS loads based on trusses located at 1 4X6(R) III [ 01 W3X4 1.25 R 1.
50[ 21 W3X4 S 1.2525
east 17.41 ft. from roof edge. [181 W3X4 S 1.25
(H2) = (U) 6 F
3X4
3X4
3X4(R)[01 6
4X6(SRS)(R) 111
(a)
3X4[181= 4X4(R) III
(a)
(a)
5-1)-3 (a) (a) W12
3- -
11-1-0
3X6=
+9-4-0
3X6 III 3X4[21= 5X8= 3X4= 5X8= 048
31-6-8 0 sr8
3X6(R) III
I 10-8-0 I 12-0-6 I 8-10-2LE I
32-0-0 Over 2 Support
-------- -- -
R=1804 U=345 W=8" R=1823 U=493 W=4"
RL=235/-251
�,GTt4Nmannpgr,rrrr�,
Design Cr i t: FBC2014Res/TPI-2007(STD) k `Q� H.
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 'eP s1TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINNI•• READ AND FOLLOW ALL NOTES ox THIS DRAWING]N -I TC LL 30.0 PSF REF R408-- 22728
••IYPORTANr" FURNISH THIS DRAWING TO ALL COTES N T INCLUDING G THE INSTALLERS.
T russ.s roqulra.trams c r. In fabrlcnting. M1antlling. shipping, Installing MC acing. Rof.r t .n�roll •' ` TC DL 15.0 PSF DATE 02/01/1 7
ch. l.t.sc otllclon or OLSI (Building C.,..nc 8oro[y Information, by TPI ana WTCA)rr.r s.loty praccicQ,s prl 0.708 1 S
t. orrorming ch aso runctl.ns. Inst.11ars shall provldo comp...ry br.cing por 0051. Unl.ss n.tod ocher i,,
p
.,chord shall ..h pr.p.rly at__d scrod ral sh..thing and b.tt.m chord shall hay..pr.p.rly _ BC DL 10.0 PSF DRW
rigid sal I Ing. L...cl..s shown Tor p....n.nt'�loco rol rest..Int.f w.bs shal l hay.bracing Inst.11.d p 5, e L HCUSR408 17032552
a ��� sac[l.ns B], BT or—3 as edppllcth r. Apply plataso ddr-1,h faco-r tr stand post tlon as shown.b.v. nd ` ,
cA1 J.Int Od M.1, unless n tad.chcrwlso. R.r.r t wings.1 o r —lbl plat.positions. o t S AT O @ BC LL 0.0 PSF HC-ENG GA/DF
q Alpin.. a division or ITN Building Compon s Group Inc, shall not b.raspoor h ror.ny dovlatlon rrom w A� ..,fi.�l/re
drawing, any railuro t.build chc truss Inacanro rmanco with ANSI/TPI t, or for hnntlling, shipping. ee , _1�%
AN ITWCOMPANY in.—II —&bracing.r tra..a.. TOT.LD. 55.0 PSF SEQN- 809970
A eoel on enle dry ing or cover peps Ilecln [nle drewlnp. Indleebe eepptenee of
g profeeslen.l enpineering _{ay
r.sponslb I' ¢ol.ly for=dmlgn eI_ Th..11-11iffy and us0 of thls drawing ror any.eraeeuro Ie>s .,,+ S/Q l�l/l� U,c DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 rosp.nsl b l l icy of th.D.l Iding Doslgn.r por ANSI/TPI 1 Sa 2. rip rY I1 �q
AN?r MIMMIM
Orlando,FL 32837 For...o inr.rmaci.n s chi.Job's g.n.r.l .—S p.ga-
FL th.sa wab.It..: PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA#027N ► ALPINE:www..lpineicw.c.m; TPI: pin t—g: NTCA:www.sbclndustry.com: ILL: www.lccs.r..org illiam H.Krick Lie.Number 70 6 1S
02/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.41 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 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 :W11, W12 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member
:Rt Bearing Leg 2x6 SP #2: design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase factor JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
[ 21 W3X4 2.25 L 1.25
MWFRS loads based on trusses located at least 16.41 ft. from [201 W4X4 2.50 R 1.25
roof edge. 4X6= 4X6=
6 r-
3X4[21 6 3X4-
2X4 III
4X6(SRS)(R) Ill
(a) 4X10=
5-1 -3 (a) 2-1-C
W1211-1-0
W
3X6=
+9-4-0
3X6(R) III
3X4= 5X8= 5X6= 4X4[201= O V
31-6-8 0 5 8
2X4 III
8-3-10 I 4-8-12 I 11-8-0 I 6-10-2 I
32-0-0 Over 2 Support
R=1804 U=360 W=8" R=1823 U=419 W=4"
RL=200/-238
��pptnlnnHNrHrpr
ryy/
Design Cr i t: FBC2014Res/TPI-2007(STD) \�... ....
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. �7•: tTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R408-- 22729
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : + TC LL' 30.0 PSF
Trusses roqulro a trams earn In fabrlcating. M1andling, shipping. Installing"1 broeing. Ralor tg and moll 0.708 1 DATE
cno latest otllU an of BCSI (Bulltlin9 Camponant Safocy Info...tldn. by TPI and WTCA) Tor salaty pr^ctlto prl TC DL 1 5.0 PSF 02/0 1/1 7
o porro rming tnaso functions. Installers shall provltlo eempora ry broeing por OCSI. Unless noted otM1
cop chord snail navel properly attocM1od struet r.l ,nd-bing and bottom chord snail hove a praporly BC DL 1 0.0 PSF
r igle calling. Local Ions shown Tor par.....tu latorbl ras[rolnt of woos s all nova broeing 1.-1IediI, BCs ; - DRW HCUSR408 17032554
��� spec lens B], B7 or B10, as appllcobl o. Apply plates eo aacn loco of er ontl position as sM1awn above • S AT O
chg Joint Dotalls, unless natal atharwlsa. Rafar to drawings 16OA-Z fo°standard plat.pasltlans. ; .���1� BC ILL 0.0 PSF HC-ENG GA/DF
.+., Q Alpino, a division o! In Bullding Components Group Inc. sM1oll not ba responslbla far any deviation rrom'w
tlrowing. any!allure ca build Cho cross In conformance with ANSI/TPI 1, or for nandling, shipping. /��: II.•�• \M
AN ITW COMPANY instal lotion A bracing of trusses. /s` �;0...,.��•`r= TOT.LD. 55.0 PSF SEQN- 809973
A.o.l on NI.drawing or cov.r p.g. Il.tlnp thl.drawing, Indlc.t...capt.ne.bf prof..slon.l.ngln«rlhp NV
rosponslbl l lty solely Tor tho dmlgn sha.n. Th.sul-bl l lty and use Rr thls dr..InB for any seructuro I.Ch q4 N A �11
2400 Lake Orange Dr.,Suite 150 rospen.lbl l lty oT[ha Building Daalia-por ANSI/TPI 1 Sac.2. NhNylaNp�K11H111� DUR.FAC. 1.25 FROM RC
Orlando,FL 328 Far mare inlarm7 TPI a this .a ge^oral ^ s pages and tnasa web alter: g illiam H.Krick Lie.Number 70 6 FSPAC I NG 24.0" J REF- 1 VXZ408 Z1 6
FL CO A g027R 1 ALPINE: www.nlpinal[w.com: TP1: www.epinse.erg: WTCA: www.sbelndusery.eom: ICC:www.leesafo.or
02 01 2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.41 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf,
Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
-- - — _ ---
Webs 2x4 SP #3 •W11, W12 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member
:Rt Bearing Leg 2x6 SP #2: design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member.
Left 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 JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
[ 01 W3X4 1.25 R 1.50
MWFRS loads based on trusses located at least 15.41 ft. from [201 W4X4 2.50 R 1.25
roof edge.
5X6= 3X4= 4X6=
6 —1 6
3X4(R)[01 3X4
(a) 4X6(SRS)(R) 111
(a)
(a) 4X10=
5-1 -3 1 (a)
W12
1 I_�ED 11-1-0
W 3X6—
*9-4-0
3X6111 3X8= 5X10= 5X6= 4X4[201= 0A8
31-6-8 0 5 8
2X4 III
L 6-3-10 ,I, 8-8-12 ,I_ 11-8-0 I 4-10-2 1
32-0-0 Over 2 Support
-- - - R=1804 U=423 W=8" R=1823 U=401 W=4"
RL=168/-226
�quun0ugr41tb/.
Design Cr i t: FBC2014Res/TPI-2007(STD) ��' t�P e H;•k���'
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. �:' IRE: QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
'
••WARNINGI•• READ AND FOLLOW ALL NOTES T THIS DRAW GI . TC LL 30.0 PSF REF R408-- 22730
"IMPORTANT" FURNISH THIS DNA.ING TO ALL COTES ON
INCLUDING THE INSTALLERS.
Trusses require o tremo c ro In fabrieoting, handling, shipping. Installing ono braeing. Rofar t antl oil o.708 1 = DATE 02/0 1/1 7
tbo iota..adltlon or BCSI (Building Campan nt SaTo[y Inrarmatlon, by TPI antl NTOA, far saraty pro[leer p I -• TC DL 15.0 PSF
o porr.....
a t.....nett ons. Instellvrs shall provides camporary braeing par Besl. Un loss notadeotbT
g
cop chard s..1. 1,vo properly ntt..b structuraloothing antlbottom chord shall havo o praparly ottBC DL 10.0 PSFlgltl calling. Loca[Ionn for parma latarol r�stralnt err woes Shan bava bracingIns[nlodpSAT O DRW HCUSR408 17032555
��IN .aBaBTo1oIdth . pplypintos.Cdoothtacoerr tru tend position as shown obovo , • }
iba Jolne Dotalls, .alas,n tad I.G C.'isa. Nlfar t awing,160A-Z fors.nntlortl plots positions. BC LL 0.0 PSF HC-ENG GA/DF
M a Al pinv, a el vl stern of ITW Building Campanents Group Inc. shall not ba raspo"""ror any dovlatlon irae� j
d rowing. any follurc to b....tba truss In conrormanca wltM1 ANBI/TPI 1, or far handling. sM1 ipping, /l•. . e- y�
AN irwcoMPANY '.It.I—I...bracing of truss... /•� ....,.. ••`r` .l TOT.LD. 55.0 PSF SEQN- 809978
A eoel on this drawing or eovor pope Ilsting"I.drawing. Intlldsu..capt....of prof...tonal enpinesring S
rospons lbl l lty.1.1y for tea derlgn snarl. Th.sultablllty Ind user Nf this drawing for any sI "erg r. le[h �!f�,Q� �`���
24DO Lake Orange Dr,Suite 150 rasp.^s1bII Ity IT—Banding Dos l On—par ANSI/TPI 1 Sn-2. �f?pp �f1� DUR.FAC. 1.25 FROM RC
Orlando FL 32837 For mars '^formation s .,pI J.,gonarol ^ 'page and uasa were alters: g illiam H.Krick Lic. ,umber 70 61SPAC I NG 24.0" JREF- 1 VXZ408 Z16
FL COA N027S ALPINE: www.olpinoltw.com: TPI: www.ipinst.org: NTCA: www.sbclntlust ry.com: ICG: www.lccsa fa.or _ i
02 01 2017
I
( 15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — A05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense_: wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 •W12 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member
:Rt Bearing Leg 2x6 SP #2: design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member.
Left 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 JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
[ 51 W3X4 S 1.25
MWFRS loads based on trusses located at least 30.00 ft. from [211 W4X6 S 1.25
roof edge.
5X6= 2X4 III 4X8=
s I-
4X4(R)���
� 6
3X4s
(a) (a)
(a)
5-1 -3 1 (a)
6X6= 0-5-0
T 11-1-0
W
3X4 III
IJ 9-4-0
3X6 III 3X4[51= 5H8_ 3X4= 5X6= 4X6(SRS)(R) & °A 8
31-6-8 0 5 8
4X6[211= 2X4 III
I, 4-3-10 J_ 12-8-12 ,I 11-8-0 2-10-2 I
32-0-0 Over 2 Support
-- -- R=1806 U=483 W=8" R=1821 U=424 W=4"
RL=136/-214
��µput+nuugrtrrrrp.
Design Crit: FBC2014Res/TPI-2007(STD) d'T� _ H• I=�9''
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 �� 3p' ••• •• , TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••wARHICGI•• READ F AND A Cores ox rCls oNAr GI
••IYPORTANi'• FURNISH THISANDDRAWING TO of ALLL CONTRACi0R5 INCLUDINN G THE INST TC LL 30.0 PSF REF R408-- 22731ALLERS. Z : p
Trusses reg.ira.t....c r. In febrleoting, handling, shipping. Installing ono brocing. Rafar t.a,:r,tl M O,lop DATE 02/01/1 7
cno In talc od I.I.n of BCSI I..IIdIng Cam ..%Sof.cy Infarma ion, by TPI and WTCA) for safocy practla, P.I ` TC DL 15.0 PSF
�o porforming c oso functions. Instal lays shall pr" I tempo ry brocing par BCS1. Unless noted oth I • —
ap dhord steal In„ova properly a....In tl str..t...l ...!thing and bottom anortl anal) „ova a Praparly. h ; • E BC DL 10.0 PSF DRW Heus Raos 17032541
r lgld calling. Lot.[lons shown far par...— Incoral r.strn lnt of webs shall have brut ing inst.liadtpa BCS
UP ace Ions 6D BT or 810. as opplleabla. Apply plaeaso a each Taco of for C ntl p.sl elan as shown.bova d o S• S AT O
2Al Joint Docalls, unlss n cetl ocharwlsa. Rarer t awings 160A-Z fors.antlard plate positlens. • r BC LL 0.0 PSF HC-ENG GA/DF
Alpine. a division of ITW B.IldIng Components Group Inc. shall not b.r.sp...lbl.for any devlatlan from �. .f 1���
awing. any fall...to build tno truss In conform.....Icn ANSI/TPI 1, or for hand1ing, Ill ipping, •• V
AN ITW COMPANY Inacal loci..&brocing of tr.ssa=. ®��(t ............. TOT.LD. 55.0 PSF SEQN- 809983
A•o•I on th la drawing or cover page Ilacing thl.drawing. Indicates acceptant.of profeulon.l anpineerin ���,O��t
r.sp.nslblllty s.loly for cno tlm lgn shown. The aulGbllley end use of eh is dr.wing far a,ry aerueeuro le eh I 1. \�
2400 La4:e Orange Dr.,Soils 150 rosp.nslbn lty or
the Building Daslgnar per ANSI/TPI 1 S.c.2. 4Alf�MO�gI�rI11i11p1�`� DUR.FAC. 1 .25 FROM RC
Orlendo,FL 32837 For m... Inf....tian s this Job's g...ral not,,pogo end ems.web altaa: PACING 24.0" J REF- 1 VXZ408_Z1 6
FL COA 40278 - 11, ALPINE: www.nlpinalcw.tom: TPI: www.tpinst..rg;WTCA: www.sbolnd.scry.com: ICC: wwir.iccs.fo.org illiam H.Krick Lie.Number 70 6 1S
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 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
Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load.
factor for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 15.00 ft. [ 01 W3X4 1.25 R 1.25
from roof edge. [ 51 W3X8 2.50 L 1.25
4X4=
3X4(R)[0]
3X4= 5X6= 5X6=
6 —
3X4
(a)
6 7-0-0
+9-4-
3X6 III 3X8[5]= 5X6= 5X8= 2X4 III 3X6(Al _
2-3-10
16-8-12 _I_ 13-3-10
32-4-0 Over 2 Supports
R=1827 U=549 W=8" R=1844 U=447 W=8" _
RL=114/-229
�,Mµquuan]u1N�rrn�,/
Design Cr i t: FBC2014Res/TPI-2007(STD) ,apt �P H; f`
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 4 3•.'eeee �����n'QTY: FL/-/5/-/-/R/- Scale =.25"/Ft.
•-WARNING]•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGL 3 , TC LL 30.0 PSF REF R408—— 22732
..""RTART" FURNISII THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. D
Trusses..qulro tremo c ra In rabri<acing. M1antlling, shipping, ins[alling antl bracing. Rarer t ane7rroll V Q,708 = DATE 02/0 1/1 7
cho Incest vtllclon of SCSI (Builtling Compon nt Sofoty Inrormatlon, by TPI antl OCAS rar earaty pro tI.a p I z TC DL 15.0 PSF
o porforming c....unctions. Installers shell provlAo temporary bracing par BCS1. Unless not d IM1 I
tap chortl shnll"M1ava properly ott..h.d scruc[ural shaaching antl bottom ch.rd Sh I Nava a proparly a h • _ BC DL 10.0 PSF
rig ltl telling. Laca[lons shown(or parmanvn[ lat...I ..strain]Of webs sM1all Nava braeing Installotltp BCs , DRW HCUSR408 17032145
~ L sactl.ns Ba, .I or u.' .s oppllcably. Apply places to oath facaa f cru tentl posltivn as sM1awn above tl o . S AT 0
d the Joint Data n s, anlass n tetl ocharwlso. Rofar to Orawings 160A-Z rorss antlartl plat.positions. ` �/, BC LL 0.0 PSF HC-ENG KM/WHK
Alpina, a tll vlslon of ITW Bulltling Componants Group Inc. shall n e ba r.Spo..lbla far any tlevleelon from �� •f•t.v��
tlrawing. any!allure to builtl the truss In conform.nta WIN ANSI/TPI 1, or for hentlling, shipping, .. e v
AN ITWCOMPANY I talIS—.&braeing of tra=.es. ........•••NG� TOT.LD. 55.0 PSF SEQN— 816960
An noel pn thle Crolnp or cover pepv Ilet lnp UI.tlreelnp, ll,i I .e ptenee of prOfe..1e l enpineerinp S /
rasponslblllty solely Ter tM10 tlos 1pn sheen. Thv aulteblll[y antl use of th is tlre.lnp rar airy struceury le tti �I,a�lONA4 \\
2400 Lake Orange Dr.,Suite l50 ro.Ponslbl my ar tha Bl,Ilmng Doelgnor per ANSI/TPI 1 sve.z. tippA\� DUR.FAC. 1.25 FROM RC
Orlando FL 32837 Far Sara Inrormatlon s this Job's g.....l a pogo antl th.s.wab s pas: PACING 24.0" J REF- 1 VXZ408_Z1 6
FL COA 9027R PI tl ALPINE: www.vlpinvlcw.com: TPI: www.cpins .erg: WrCA: www.sbelntlusery.com; ICC: www.Iccsaro.org illiam H.Krick Lie.Number 70 6 i$
2/O1/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A07 3-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 3 COMPLETE TRUSSES REQUIRED
Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails
Bot chord 2x6 SP SS :B1 2x6 SP #2: Top Chord: 1 Row @12.00" o.c.
Webs 2x4 SP #3-:W2 2x4 SP #2 Dense: Bot Chord: 2 Rows C- 5.00" o.c. (Each Row) - - - --- --- ---
:Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.833' Webs : 1 Row (P 4" o.c.
Repeat nailing as each layer is applied. Use equal spacing
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC between rows and stagger nails in each row to avoid splitting.
4" o.c. spacing of nails perpendicular and parallel to
Special loads grain required in area over bearings greater than 4"
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 47 plf at 0.00 to 47 plf at 21.06 170 mph wind, 15.00 ft mean hgt, ASCE 7=10, CLOSED bldg, not located
TC- From 47 plf at 21.06 to 47 plf at 29.73 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf,
TC- From 94 plf at 29.73 to 94 plf at 34.33 wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC- From 10 plf at 0.00 to 10 plf at 29.73
BC- From 20 plf at 29.73 to 20 plf at 32.33 Wind loads and reactions based on MWFRS.
BC- From 4 plf at 32.33 to 4 plf at 34.33
BC- 611.27 lb Conc. Load at 2.06, 4.06 Max JT VERT DEFL: LL: 0.27" DL: 0.34". See detail DEFLCAMB1014 for
BC- 631.46 lb Conc. Load at 6.06 camber recommendations. Provide for adequate drainage of roof.
BC- 632.67 lb Conc. Load at 8.06,10.06
BC- 2190.65 lb Conc. Load at 11.73 Deflection meets L/240 live and L/180 total load. Creep increase
BC- 1388.80 Ib Conc. Load at 13.73,15.73,17.73,19.73 factor for dead load is 1.50.
21.73,23.73,25.73
BC- 1493.23 lb Conc. Load at 27.73 JT PLATE LATERAL CHORD
BC- 2683.54 Ib Conc. Load at 29.73 No SIZE SHIFT BITE
25
Left end vertical not exposed to wind pressure. [ 01 W4X6 2,50 L 1.
[ 11 W4X6 S 4.5050
[ 51 W06 S 1.25
[ 91 W6X8 3.00 L 3.00
(161 W3X4 2.25 R 1.25
4X6[0]= 4X6[5]= 5X6= H0510= 3X4[161
� 6
5-1 -13 W2 3X4�
fillsa0
4X6[1] III B1 8XB 6X8[9]= SS0712= SS0712=
5X6(C5)
H1010(C5)
4i-O
I_ 21-0-12 _I_ 11-3-4
2-4-0 Over 2 Supports
- R=8950 U=2611 W=8" R=12437 U=3590 W=8"
�µ�7uTanl'TNrPurnr.
PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) H• k!
Wave FT/RT=O% O% /0 0 15 ��� 3p' ��'��
( ) ( ) 1aTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] . �'• `' TC LL 30.0 PSF REF R408-- 22733
••IYPONTANT•` FURNISH THIS DNAi1NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses r.qul rc v era..c ry In fabrlea[Ing, hnndling, sM1 1pping, Installing and bracing. Rofor t andafoll • Q.708 1 n
tho latest vtlI"_o!6C51 (Building Compon nt Safocy Information, by TPI antl NTGA> for safety pro tl.dtj pr1 a TC DL 15.0 PSF DATE 02/01/1 7
o porrorming tM1os.runcCl.ns. Install.rs shall provldo e.mp.r.ry b...I—par BCSi. Unloss notod°othX-�f'
'
cop chord snail M1a°properly attocM1od str-t ral sh.atM1ing and bottom ch.rd shall havo.Properly a , BC DL 10.0 PSF
rigid ceiling. Lo..t-s shown for nor.....tulatoral ..scralnt of w.-shall havobracingatp DRW HCUSR408 17032146
��� tions D], BT or 810, as oppllcabl.. Apply.Lots,co ,,lacnoof cor c nd posit...os shown abovetl 1 S AT O
a tho Joint 0.[alls, .less n tad othcrwls.. Rar r to tlraaings 160A-2 far==antlard plaza psltl.ns. ; w ' BC LL 0.0 PSF HC-ENG KM/WHK
Alpine, a tllvlsion or ITW Bullaing Compvnoncs Group Inc, shall c no responslblo ror any deviation-4o I ♦ L.
tlrawing, any fail...to-Id tn.truss In°onto rmance with ANSI/TPI 1. or for handiing, shipping, w�. `- •- j f�V
AN ITW COMPANY Installation.Cra.,ng.f trusses. /• •N�\ TOT.LD. 55.0 PSF
A e...on this drawing or toyer page Piecing till.drawing, Indicates acceptance or professional anglnearin SEQN- 817049
ospvnslblllty solely ror i.,doslgn shown. Tno sultdblIIty end use or this drewing for any atructura la th SSIOIUA�.
2400 Lake Omnge DL,Suite l50 rosponslbll icy of No gulltling Dos lgnvr par ANS1/TPI 1 Se..2. 'Ay M1 1pt1�1� DUR.FAC. 1.25 FROM RC
Orlando Fl, 32837 F. m.r. Inl.rmativn s this 3.Ws g--1 s P.ge and tn.-web sites:
°° °°`° www.I..sar..arg PAC I NG 24.0" JREF- 1 VXZ408_Z16
FL COA H0278 • Y ALPINE: www.olpin.icw.com: TPI:www.tpinst..rg;WTCA: www.sbclnduscr Ice: illiam H.Krick Lie.Number 70 61S
02/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.39 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf,
Top chord 2_x4 SP #2 Dense :T5 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 "13B" uses design values approved 1/30/2013 by ALSC
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
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
MWFRS loads based on trusses located at least 16.39 ft. from [ 21 W3X4 2.25 L 1.25
roof edge. 4X6= 4X6; [22] W3X4 S 1.25
6 r-
3X4[21% 6
6X8=
2X4 III
4X6(SRS)(R) I//
(a) T5 4X4(R)///
(a) (a)
5-1 3-3
3-8 12
+9-4-0
3X6(R) III 3X4= 5X10= 5X6= 3X4[221= 3X6III
9-0-14 I 3-2-4 I 6-5-4 I 6-2-0 I 6-10-8 I
31-8-14 Over 2 Support
- R=1802 U=349 W=8" R=1802 U=358
RL=221/-268
,�,�ptttowrr"rprrr.,rrf/
Design Cr i t: FBC2014Res/TPI-2007(STD) ,gyp ,�. H• '''/
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 �1 E 'Q/ 4 TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ AND FOLLOW TO ALL NOTES ON TORSI INCLUDRAWINDING
TIC ILL 30.0 PSF REF R408-- 22734
••ILg•OIiTANi'• FURNISH THIS BRAVIING TO ALL CONTRACTORS INLLUOING THE INSTALLERS.
T russds requlyd a tremo c rd In labrlca[Ing, hantlling, shlpping. Installing and bracing. Rarer to an1fail :' f� 'l TIC DL 1 5.0 PSF DATE 02/0 1/1 7
tha locust edltl on of SCSI tgullding Compon nc Sa fdcy Inlormatlon, by TPI .nd VICA) for saroty ProcticV prl 0.70`�
o parlorming[Faso funccians, InscnllPrs shall Provlda temporary bracing par BCS I. Un l...nocetl diA*.
� o
'cP chartl steal l haves proparly actachdtl strucc rpl shaathing and batcam chord shah h.—a proporiy.t = BC DL 10.0 PSF DRW HCUSR408 17032558
rigid cdlling. Locations shown!Pr pormdnancu lataral restraint or wabs shall haves bracing Installed S • L
1 a ��� c„cclans Ba. B]or I.
as nappllcabia. Apply platers to each r16OA-Z— t nd position as shown dbov % `
c Jolnc Befalls, nless n cetl otherwlsa. Refer[d drawings 160A-Z farss andard plate paaltians. t S AT •`� BC LL 0.0 PSF HC-ENG GA/DF
.Alpino, a division o! ITV Bulltling Compon s Group Inc. shall a be espanslble for any Ceviatldn from ^ A-,
tlraw ing. any fa l lures co I. II tha truss ineconformaned wicM1 ANSI/TPI I.
ror for handling. sh 1pping, I•��f•••, , V
AN ITWCO MPANY insca nation&brocing or crussos �(•�
A.o.l on thl.tlr..lnp or dovdr p.ga Ilating t I.d—Ing, indl-Ce.mempt.nd.dr prof...lcn.I mgin..ring ` •••,,••• ��� TOT.LD. 55.0 PSF SEQN— 809936
rospomlblllty sololy for[ha design,hem. Tho sult.blilcy and uses dr thl.dr..I..ror.ny—rudcurd 1.[ S ,.V1
Zalb Lake Orange Dr,Suite l$D rasp°ns'bl ilty of tlia Buiiding Dvslgnar Par ANSI/TPI 1 Sac.2. ��.►AySQ�A�• "" DUR.FAC. 1.25 FROM RC
enelnlW�
Orlando,FL 31. Far mars Inrarm; TPI s this,j ab•s general n a page and Lhasa wab al Las: PAC I NG .0" J REF- 1 VXZ408 Z 1 6
FLCOAtID27g t ALPINE: www.nlpinvicw.com: TPI: www.cpinsc.org; VlTCA: www.sbcindus[ry.cdm; ICC: ww.v.lccsala.org William H.Krick Lic. umber 70 6I$ 24 _
02/01/2017
15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — A09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.89 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf,
Top chord 2x4 SP #2 Dense :T1 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 "13B" uses design values approved 1/30/2013 by ALSC
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/180 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent live load.
for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 15.89 ft. from [ 01 W3X4 1.25 R 1.75
roof edge. [ 51 W3X4 S 1.25
[211 W3X4 2.25 R 1.25
SS0712: 4X6-
6 4X6(SRS)(R) 111
4X6-
3X4(R)[0] ���6 6
(a) (a) (a) 2X4III
(a) (a)
3-8 12
WA +9-4-0
3X6111 3X4[5]= 5X8= 5X10= 3X6(R) III
I 7-0-14 7-2-4 1 2-5-4-1- 6-2-0 8-10-8 I
31-8-14 Over 2 Support
R=1802 U=390 W=8" - R=1802 U=392
RL=178/-224
���nauunnnrrrr.
r„
Design Crit: FBC2014Res/TPI-2007(STD) .d�
� 0 1Hh.
"'�;,�
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 y.•' ''E 'Q/ .f1TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ 3 s' TC ILL 30.0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'w REF R408-- 22735
Trusses roqulry o tremo a ro In fn rleating, noodling. sM1lpping, Installing end braeing. Rafar t toll �•
end latost etlieion of 0051 (BuIldingbComponent Safoty InTormotlon, by TPI a.d WCA) for safaty pro tip .prl O.708 1 TC DL 15.0 PSF DATE 02/01/1 7
Co parrorming cn aso r...tlons. Installers—II pro,IEo temporary bracing par BCSI. Unless notaticotnp
ap cnard sM1.IIHo,a properly at[acnatl s[ruetural snoatning and bottom cnortl snail hove a properly a t ,•� ' ' BC DL 10.0 PSF DRW HCUSR408 17
r lgitl calling. Locations snow. Tor par..... lateral restrn lit of webs s oil M1111 Draci.g Inst,,lad p llC5 ' L
I, ^ sdc[lons D0, BT or 810. as applicable. Apply plates to a.cM1 taco of tru and past lion os sM1own above ntl a '�'
tna.,aloe Datalls. anlass.aloe atnaC.. Rafar to orawl.gs,GDAo_Z fa rssta.dard plaza pass[Ions. t S AT O ///�� BC LL 0.0 PSF HC—ENG GA/DF
lug Alpine, a tlivislon of ITW Builtl log Components Group Inc. snail n t ba rasponslble for eny tlavlotlon from /��
tl rowing, any failure to build the truss In conformance wit.ANSI/TPI 1. or for Handling, sHipping. I�-
AN ITW COMPANY I.stallatien braai.g of trassas. • .•NGr TOT.LD. 55.0 PSF _SEQN- 809932
A.a.l on MI.or..lnp or eo,or p.go Ilstlnp tnl.dr—ing, I,dIv ...c pUnd,or prof...lon.l .gIl rI.g �'���"
rosponslD Lllty sola,y Tor too doslgn sha.n. h.Ill tablllty and use or this dr..Ing Tor any aructuro Is to DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 resp...lb Lllty or".B„I ldl.g Deslgnor par ANSI/TPI ,sots. A44f'7AAknoeIW`p P
Orlando,FL 32837 F.,mere information s tM1 3.D•s ga.ar.I .....page and tn...web aIt.,: PACING 24.0" J REF- 1 VXZ408 Z1 6
FL COA#0278 ^ lip, ALPINE:
ALPINE: .a 1pin'l t-...; TPI:www.tpi.st.org;NTCA:www.sDclntlustry.com; ICC: www.ltcsafo.org illiam H.Krick Lie.Number 70 6 IS
PAC
15218-/Model A Lt 6 Tarpon Flats Ft. Pierce, FL - A10 2-PLY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( -- )
Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED
Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails
Bot chord 2x6 SP SS Top Chord: 1 Row 012.00" o.c.
Webs 2x4 SP #3 :W2, W13 2x4 SP #2 Dense: Bet Chord: 1 Row IN 3.50" o.c.
Webs : 1 Row @ 4" o.c.
Lumber value set "138" uses design values approved 1/30/2013 by Use equal spacing between rows and stagger nails
ALSC in each row to avoid splitting.
Special loads 170 mph wind, 15.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind
TC- From 47 plf at 0.00 to 47 plf at 5.07 TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
TC- From 47 plf at 5.07 to 47 plf at 22.43
TC- From 47 plf at 22.43 to 47 plf at 31.74 Wind loads and reactions based on MWFRS.
BC- From 10 plf at 0.00 to 10 plf at 31.74
BC- 890.86 lb Conc. Load at 2.06, 4.06,24.06,26.06 End verticals not exposed to wind pressure.
28.06,30.06
BC- 949.04 lb Conc. Load at 6.06, 8.06,10.06,12.06 (a) Continuous lateral restraint equally spaced on member.
14.06,16.06,18.06,20.06,22.06
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
[ 01 W5X6 2.91 L 1.25
[ 11 W5X6 S 4.75
[221 W5X6 S 2.25
(23 W4X6 3.16 R 1.25
[26 W5X6 S 4.75
5X6[0] 6X8= 3X4= 5X6= 4X8-
6 - 3X4-
� 6
5-1 3-3 (ay2
1 4X6[23] 1-
3-8 12
9 4 0
5X6[1] III 5X6(R) III 4X6(R) III 7X8- 7X8= 4X6= 5X6[22]= 5X6[26] III
1_ 5-0-14 ,I_ 17-4-4 I 9-3-12 I
- - 7792 U=2366 NEI" 31-8-14 Over 2 Supports R=789�U=2637
��qutlnntNunnar,�r
Design Crit: FBC2014Res/TPI-2007(STD) �i` pp�� H.
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1•' '•2 j� QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft.
••warty lNGl•• RFJU)AND FOLLOW ALL NOTES ON THIS DRAMINGI ; TC LL 30.0 PSF REF R408-- 22736
"IYPORTANi" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses r.g.Ir.....I
earn In Tobric.ting, hantlling, sM1lpping, Installing.ntl breeing. Rof.r t Toil DATE 02/01/1 7
tho latest.dltian of DCSI COuiltlln9 Comp.nant S.T.ty Inrormatl.n, by TPI .nd WTCA) r.r saf.ty pra-'J prl r 0.708 1 TC DL 15.0 PSF
co porTorming ch.so functions. In .Il.rs sh.il pr-Id.temp or.ry braeing p.r BCS1. Unl. t.d.Gfg rwlsc
.P<M1.rtl sM1.l I I,-properly.CCach.tl strut[ral -.thing.nd bottom chord sn.11 h-.praparly _ BC DL 10.0 PSF DRW HCUSR408 17032536
rigid telling. Locaelans shown for p....nantulataral reseralnt.f webs sh.11 h-br.cl.g inst.11.d VS
sa<tions 03, BT or 010, .s a�pplicnbl.. Apply plot...tdfd..<M1 f160A-T tru c nd Position os shown.bov. ntl o • S AT 0
a ch.Joint O.tells. 1.1 n t.d.therwisa. Ref.r t wings 160A-2 forss.ndn rd pinta positions. ae
Alpine, .division of ITW Building Compon s Group Inc. 1-1 t b.r.sp.nslbla for any d.vlati..rrCy •; A BC LL 0.0 PSF HC-ENG GA/DF
dr.win g, any fallur.t ulld th.truss In c.nf.rmanca w1th ANSLIPI 1, or for handling. shipping. ••/�/ .0 S
inacal AN ITW COMPANY --b bracing oT trusses. • ` �. * TOT.LD. 55.0 PSF SEQN- 809927
A s.el on cnl•dru leg or cowr P•go listing this arming. Indlwt•s-pt•nce or pror•s•lonni •ngln••ring ••••,,••••
r.sponslbllliy sololy for th.doslg.shorn. Th.nulteblllty end use of this dr..ing Tar nny ntruetura In Ch (�
SS• [y�//��l N
2400 Lake Orange Dr.,Suite 150 ...P.nslbl I Ity of th.B.I I-.Z'In..r por ANSI/TPI 1 Soc.2. ,,Qt1/r{4 `� DUR.FAC. 1 .25 FROM RC
011ando,FL 12R37 For mar. Informaton i s th coo is Job's I,...-I s p.g.and s.wab sItas: 'NLi11HHiW�
FL COA k027R ' ALPINE: www.alp,
n.l[w.com; TPI:C:-.tpinst.org: WTCA:n.-bcintlusiry.cos; ICC: -.1...... filliam H.Krick Lie.Number 70 615PAC I NG 24.0" JREF- 1VXZ408_Z16
02/01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - A11 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 :T3 2x4 SP #1 Dense: TC- From 94 plf at -2.00 to 94 plf at 5.00
Bot chord 2x4 SP #1 Dense TC- From 47 plf at 5.00 to 47 plf at 12.33
Webs 2x4 SP #3 •W6, W10, W11 2x4 SP #2 Dense: TC- From 94 plf at 12.33 to 94 plf at 16.83 -
:Rt Bearing Leg 2x6 SP #2: TC- From 94 plf at 16.83 to 94 plf at 23.83
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 BC- From 20 plf at 0.00 to 20 plf at 5.03
ALSC BC- From 10 plf at 5.03 to 10 plf at 10.77
BC- From 20 plf at 10.77 to 20 plf at 23.38
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not TC- 280.08 lb Conc. Load at 5.03
located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC- 179.73 lb Conc. Load at 7.06, 9.06
TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.16 TC- 203.45 lb Conc. Load at 10.77
BC- 212.15 lb Conc. Load at 5.03
Wind loads and reactions based on NIWFRS. BC- 88.60 lb
Conc. Load at 7.06, 9.06
BC- 96.27 lb Conc. Load at 10.77
(a) Continuous lateral restraint equally spaced on member. BC- 226.17 lb Conc. Load at 12.69
BC- 224.48 Ib Conc. Load at 14.69
Bottom chord checked for 10.00 psf non-concurrent live load. BC- 202.86 Ib Conc. Load at 16.69,18.69,20.69,22.69
Deflection meets L/240 live and L/180 total load. Creep increase Right end vertical not exposed to wind pressure.
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[111 W3X8 2.50 L 1.25
231 W4X8 S 1.25 5X12= 2X4 III 6X8=
[261 W2X4 S 2.50
SS0712=6
5X8= 2X4 III a) \(a) 3-4-3
W11
W11-1-0
6 [-
9-4-0
2X4 III 3X8[111= SS0712= 2X4 III 4X8[231= 2X4[ 1 III
3X10(133)= 3X6=
0:8
23-4-8 0 5 8
L-2-0-0->j
1- 5-0-0 I 7-4-0 I 4-6-0 I 6-6-8 1
23-10-0 Over 2 Support
- R=2525 U=1032 W=8" R=2549 U=913 W=4"
0` tT1T1/D d I N l rq frrryrr fr
Design Crit: FBC2014Res/TPI-2007(STD) .�i' ¢¢��j� H.
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%O)/O(0) 15; 1•! '•$31j��'4 QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
w•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] %V TC LL 30.0 PSF
"IMPORTANT" FURNISH TH TH IS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS. � REF R408-- 22737
Trusses requ lro o iramv caro In fabricating, hnndling, shipping. Installing one brncing. Rofar to foil DATE 02/0 1/1 7
cho lacast vtltion or SCSI (Bulleing Compnnnnt S-r-ty Information, by TPI nee WTCA) Tor sn foty pr tl�prI o.7.08 1 TC DL 15.0 PSF
[o parrorming t -ru actions. Ins-liars all provleo temporary brncing par SCSI. Unlass n i-dcotl6 wise
ap chortl shall boas prop-rly nttachvtl strucC rol shonthing ontl bottom chore shell M1ovo o prop- I -tr�jclitae : _° BC DL 10.0 PSF DRW HeusRaos 17032528
rigid call leg. Loeotl-ns sM1own for parman-ntulatornl rostra lee of webs shell hnvo brae Ing Instal�ad S
- ��� mot■, eeelvns or B10, as applleabla. Apply pintos eo each fae^oof a and position^s shown above ne n S AT O '
IIIII�`r-' s n J-Int D-tails. -"less not-d nthc rwlsa. R-fcr to ernwings 1GOA-2 for scanenre pl-t-pnsltl-ns. ' BC ILL 0.0 PSF HC-ENG GA/DF
d tAlpino, a division of ITW Building Components Group Inc. sM1all t be r-spans lble for any davlatlon frdy A • C
awing, any Talluro c buile[c truss in confarmnnce with ANSI/TPI 1, or ror handling, sM1lpping, • I'• •{�•� C
AN ITW COMPANY installation 8 brncing of tr-==�=. ,c�,'•e.<_ 1�,,.•G�� TOT.LD. 55.0 PSF SEQN- 810009
A et■I on ehl■tlnwlnp or cover p•pt Iletlnp this tlr•.Inp, intllutro■eeoptme•or prof•u lon■I•npin••I lap ••w^••
r-sponslbll icy solely Tor tha dg:gI shown. Teo sultoblIIty end use of thls dre•Ing Tar•ny struetura In U S p�J� _`N`
Za00 Lake Orange Dr.,$UIIC I$D ras�"nslbl I Icy of il,v Bulls leg Onslgner per aNsl/TPI 1 See.2. f4 OMy►L� `\(�` OUR.FAC. 1.25 FROM RC
NrOMYMtWNI�
or'L10 FL 328I" F-r morn inrnrmncinn s this nob s gnnnrnl s pngo ant rhos"'to s pas: N 7 PAC I NG 24.0'l J REF- 1 VXZ408 Z 1 6
FL COA AO 27g ■ �' ALPINE: www.olpinvicw.com: TPI: www.ipinst.or8: WTCA: www.sbclntuscry.coo: MCC: www.lccsofo.org ]1I]Bm H.[�I']CiC 1.IC.Number/O 6[S
02/01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - Al2 2-PLY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED
Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense: Nail Schedule:0.128"x3", min. nails
Bet chord 2x6 SP SS :B2 2x8 SP SS: Top Chord: 1 Row e12.00" o.c.
Webs 2x4 SP #3 Bet Chord: 2 Rows @ 5.50" o.c. (Each Row) -- --- --- -- _ -
:W2, W7, W10, W13 2x4 SP #2 Dense: :W6, W8 2x6 SP #2: Webs : 1 Row @ 4" o.c.
:W9, W12 2x4 SP #1 Dense: Use equal spacing between rows and stagger nails
:Rt Bearing Leg 2x6 SP #2: in each row to avoid splitting.
Lumber value set "13B" uses design values approved 1/30/2013 by Special loads
ALSC ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 94 plf at -2.00 to 94 plf at 6.50
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not TC- From 94 plf at 6.50 to 94 plf at 13.83
located within 9,00 ft from roof edge, RISK CAT II, EXP C, wind TC- From 94 plf at 13.83 to 94 pif at 18.33
TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- From 94 plf at 18.33 to 94 plf at 20.21
TC- From 94 plf at 20.21 to 94 plf at 20.50
Wind loads and reactions based on MWFRS. TC- From 94 plf at 20.50 to 94 plf at 22.83
TC- From 94 plf at 22.83 to 94 plf at 23.83
Right end vertical not exposed to wind pressure. BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 13.54
(a) Continuous lateral restraint equally spaced on member. BC- From ' 20 plf at 13.54 to 20 plf at 16.20
BC- From 10 plf at 16.20 to 10 plf at 23.38
Deflection meets L/240 live and L/180 total load. Creep increase PLB- 7895.40 lb Conc. Load at (16,20, 9.37)
factor for dead load is 1.50. PLB- 1801.87 lb Conc. Load at (13.14, 9.37), (20.14,9.37)
The maximum concentrated load is 7696# PLB- 1800.55 lb Cone. Load at (22.14, 9.37
LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. H0912[20]G 2X4111
INCLUDING A LATERAL BRACE AT CHORD ENDS. H1 01 0-
2X4III 3X4= 8X8=
8X10(R) % 6 F-
6X8- 4X4[11]=
3- -3
T2 W1
W a)
s
W2 W6 W W 11-1-0
F-
saO
2X4111 4X4[10]= H1010= 4X8(R)[211 III 3X6- 3 3] III
3X10(A5R)
1OX14(R)[19] III H0510(R)[29] III 0: 8
23-4-8 0 5 8
-0-10�j
1 -00-1
I 6-6-0 I 7-4-0 I -10-�-
4-6-0 I 31-&-0 I 0-8 I
E 23-10-0 Over 2 Support
--- R=4825 U=1627 IM" R=11289 U=3447 W=4" _.
�Uuluwrlllrrrnnf
Design Cr i t: FBC2014Res/TPI-2007(STD) pp��j� H.
PLT TYP. 20 Gauge HS,Wave FT/RT=O%g(O%)/O(0) 15 d 1•r '•'� /�'4 QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNING[•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ �f TC LL 30.0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � � REF R408-- 22 738
Tr ssys requlra 1--SCSI
a ry in fabrleaeing, honeling. sM1ipping. Installing WC braaing. Rt,er t ^^y�T fall pp - TC DL 15.0 PSF DATE 02/0 1/1 7
cha I__celtlon o/SCsl (Duiltling Campon on<Sa lacy Inlormatlon, by TPI one WTCA) for sofaty pro ups prl Q,700 1
Co porlorming thorn T [loos. In a,Hers rho p provitla-porory brocing por SCSI. Unlass n tId wlsn r
ap c„are shall hovo properly ntta«ae,iraatpral s„�at„Ing one bettam a„are=„all „aea a Prapur,y ae V = BC DL 10.0 PSF DRW HCUSR408 17032523
r lg la eolling. Loeatlons shown(vr parmanone Ivtarol rasCra lot of webs sM1nll hove brocing lnstnllatl 'BeS • +
�� eetions gD 1 or-I as oppllenblo. Apply pietas to each Tacavo!tru one poslelon os shown abvvv ntl a • :-
O the Joint Octalls, amass nvtae ocM1crwisv. Rarer to erawings 160A-Z larsstandare Plata pasitians. • S AT • F BC LL 0.0 PSF HC-ENG GA/DF
.L a Alpine, a y-[Ion of ITW 'd th ng Components Group Inc. shall n t be respanslbin for ony tleviatlon(r6y •�• /� •�•��(.
I ng• any Tallury cv bulle iM1a truss In canformanco with ANSI/TPI 1. or Tor M1antlling, shipping.
AN ITWCOMPANY l s[allatian A bracing nT[Torso=. ••. .........••.• �� TOT.LD. 55.0 PSF SEQN- 809965
Ansosl on th le tlrsWlnp or cover psgo Ilsting this tlrss lop. Intllesns scapisnes of profssslonsl snpinssr lop
rosponslDll Icy solely for iha tlm lDn shorn. Tha su ltablllty end uss of ehls tlrasing for soy strvecuro Is th n ON
t
2400 Lake Orange Dr.,Suite 150 rasp°ns1 bl llty of Cho Dal I log Des Ignvr por ANSI,TPI 1 Sea.2. ' ONAL � DUR.FAC. 1.25 FROM RC
Orlando,FL 32837 Par more t-r-I I.sn ana ch is Jab's gral n s page one c„vse web sl tar: lot
ALPINE: www.vlpinel[w.com; TPI: nsc.o
FLCOAN0278 -tpirg: WTCA; wvre,.sbcindustry.com: ICC; www.lccsala.org illiam H.Krick Lie.Number 70 61SPAC I NG 24.0" JREF- 1VXZ408_Zl6
►�
A
02/01/2017
15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — B01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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
design.
Lumber value set 111313'I 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.
Deflection meets L/240 live and L/180 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent live load.
for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 7.50 ft. from [11] W3X4 S 1.75
roof edge. [21] W2X4 S 2.75
SS0712= 3X8= 6X6= 3X4(R) III
2X4 III
T3
(a)
6 r 4-1 3-3
9-4-0
5X6= _
3X4(Al)= 3X4= 3X4[11]= 3X8=
2X4[21] III
-o-o�lE 11-0-0 CIE 18-5-4 1
I_ 9-0-0 _1_ 20-5-4
29-5-4 Over 3 Support
- R=724 U=205 W=811 R=1999 U=775 W=8" R=913 U=343 W=3.25" _
RL=268/-103
���rUnnnuarnrr////
Design Cr i t: FBC2014Res/TPI-2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 1 �e •23Y •,QTY:I FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNING]•' READ AND FOLLOW ALL NOTES ON THIS DRAWING] •
••II�ORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 9' '' ••; TIC LL 30.0 PSF REF R408-- 22739
T........gulro a trams c ro In fabr.....ng, hentlII"g, shipping. Installing antl bracing. Ra£er t and�Tall p•708 1 TC DL 15.0 PSF DATE 02/0 1/1 7
the laces[ed.tion of BCSI (Bulltling Component Sa foty Inlormaelon, by TPI and WTCA) for--ty pra.el s prl r
o porfo rm ing CM1osa funcilans. Ins II. —II provlda temporary bra.Ing par BGS1. Unloss n tod o wis
cop_.rd sM1all M1ava praporly aCtncM1otl st c ral shaocM1ing antl boCCom cM1ortl shall havo a praparly a d
rlgltl cal Ingo LocnI. shown for Parma...!"lateral r ralnC a!webs steal. hay.bracing Installed[ D - BC DL 10.0 PSF DRW HcusRaos 17032556
ct.ons B3. B]ar B1D, ns a,,II.b1.' Apply plat.. to"cacM1 face of tru antl post tlon os shown nbov and o
• d L�� en..loin[Detalla, amass.aced eth.—I... Rafar to drawings 160AA-Z Porsst,,d,ld plQ.pesltl.ns. s S AT O ;�� BC LL 0.0 PSF HC-ENG GA/DF
u Alpino a division o£ ITW Building Compon..ts Croup Inc. shall n t ba responsible f any tleviatlon£av s
awing, any laiI.—to build the truss 1n conformance with ANSI/TPI 1, or!or M1 filing, shipping. ,
AN 17WCOMPANY i.Itallatl.n&brocing of tra•za•. ,�.••.,••� 1•w •;o���T TOT.LD. 55.0 PSF SEQN- 809945
A.b.l on thin Crowing or.ov.r pep. Il.ting this dr—Ing, Ind...[..—pt.n..of profe..lon.l .ngln..rin ••�I`•
rosponslbll lty solely far—doslgn shown. Tha,li=bllity and use of this dr.Wing for.ny stru.turd Is th �11 r
2400 Lake Orange Dr.,Suite l50 resp...Ibil or tna B.I Iding Designer par ANSvrnI 1 S-2. IQIY AlL F DUR.FAC. 1.25 FROM RC
Orlando FL 32g37 For more In£ormatian s this,la s goneraI n a peg.antl th.sa web.leas: r tl�ll1tr114N1P
FLCOA H027R >" ALPINE: www.ol pinal tw.com; TPI:ewww.tp.nst.org; WTCA: vwnv. bclndustry.cem; lee: ..I..saTo.erg illiam H.Krick Lie.Number 70 61SPAC I NG 24.0" JREF- 1VXZ408_Z16
A
02/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B02 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 2x6 SP SS :T1 2x4 SP #2 Dense: TC- From 94 plf at -2.00 to 94 plf at 7.00
Bot chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: TC- From -47 plf at 7.00 to 47 pif at 29:44 ----- -- ---
Webs 2x4 SP #3 :W7 2x4 SP #2 Dense: BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 7.03
Lumber value set "136" uses design values approved 1/30/2013 by BC- From 10 plf at 7.03 to 10 plf at 29.44
ALSO TC- 422.24 lb Conc. Load at 7.03
TC- 271.15 lb Conc. Load at 9.06,11.06,13.06,15.06
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 17.06,19.06,21.06,23.06,25.06,27.06,29.06
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC BC- 471.69 lb Conc. Load at 7.03
DL=5.0 psf. GCpi(+/-)=0.18 BC- 130.35 lb Conc. Load at 9.06,11.06,13.06,15.06
Wind loads and reactions based on MWFRS. 17.06,19.06,21.06,23.06,25.06,27.06,29.06
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load.
factor for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[101 W4X6 S 2.25
[201 W5X6 2.00 R 3.50
5X8(R) \11
4X10= 7X8- 5X6(R)[201 III
(a) (a) (a) (a)
6 r- 3-1 3-3
62 9-4-0
2X4III 5X6= 4X10= T
3X4(Al)= 4X6[101= 3X6 III
-0-Qh 11-0-0 ale 18-5-4 I
1_ 7-0-0 J_ 22-5-4
LE 29-5-4 Over 3 Support
-- - R=792 U=327 W=811 R=4676 U=1967 W=8" R=2153 U=885 W=3.25"
���nmunurnrn r////
Design Cr i t: FBC2014Res/TPI-2007(STD) yr` jyJ1 f'�• //��,,��4,,
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 �e •23?' %,QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NSTALLERS. .'�NOTES ON THIS DRAWING] TC ILL 30.0 0 PSF REF R408-- 22740
••IMPORTANT'• rvaNISH This DRAWING TO ALL CONTRACTORS INCLUDING THE I '
Trusses require a e ems c ro In fabrieo[Ing, M1antlling, 1M1ipping, Insealling antl brocing. Rofar t a,.fj fall 0.708 1 TC DL 1 5.0 PSF DATE 02/01/1 7
I ocesc otlltlon ofrOCS (Bulltling Compon nc Snfocy Information, by TPI antl MCA) ror sofaty pro I s prl
Cooporform leg th-f clans. In tailors shell provltlo temporary brocing par BCSI. Dnlass notadeot rwls
ap<hortl shall have prapos ly ottmchetl structural sM1eate lsCg antl bate m esortl shall have n properly J�,tl " BC DL 1 0.0 PSF DRW HeusRaos 1703251 9
rigid calling. Loenelons M1bwn ror parmonanc la[aral r aloe of wabs hall have brocing installotl 7�e
B]ar-1 as appllcmbla. Apply plo[as co oath loco of eru antl position as shown obov
• Q Cho.lain[Daealls, unlass nocoe ocherwlsa. Rofar[o tlrawings 160A-Z far==tantlartl plats pasltlans. at ntl a+ S AT O ' BC LL 0.0 PSF HC-ENG GA/DF
Alpina, a tllvlsion of ITil Bulltling Components Croup Inc. shall not bo responsible far mby tlavlatlon rtyo ss (V f
tlrawing, any failure to builtl the truss In confo rmanca with ANSI/TPI 1, or for hantlling. shipping. ••
AN ITWCOMPANY installation A bra<Ing of tra=se=. ,q.••p�••• (•• � �' `� TOT.LID. 55.0 PSF SEQN- 809771
A•owl on this Grving or wver pegs listing this Erewing, lnalo.t.,s ptsn<s of professlonsl enginssr In
raspons,,, ley solely far-tloslgn shown. Tho sultebll lty antl use of this tlrosing Tor eny ntruciura Is Ch
rasponslbillty mf-Bulltling Daslgnar par ANSI/TPI I Saa,z. �,SIpNA�,E „ DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,3283 to l50 rrMBal NIW�A
Orlando,FL 32837 Par mars Information s CM1Is Jabs gvnoral .....pogo antl[Hasa wab spas: ne pAC I NG 24,0" J REF- 1 VXZ408 Z 1 6
FL COA NO 278 r ALPINE: www.ml pinoicw.com; TPI; www.tpinst.org; WTCA: www.sbclntlusery.tom: ICC: www.lccsofo.erg illiam H.Krick Lie.Number 70 61S
1. _
02/01/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — 603) THIS DV1G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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
[191 W5X6 S 3.00 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
4X4(R1)0
2X4 III
3X44-- 6 6 F--
6X8=
5-1 -13
6 F— (a) (a)
(a)
9-4-0
2X4 III 5X8— 2X4 III 5X6[191=
4X4(A2)
L z-0-0:�j
11-2-0 I 6-9-0 I 6-10-4
FE 24-9-4 Over 2 Supports
IR=1620 U=337 W=811 R=1389 U=325
RL=216/-259 H=H1
�ylltl{III flNlilrylrli
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARHINGI•' TEAS AND FOLLOW ALL NOTES ON THIS DRAWING[ Cr '• TIC LL 30.0 PSF REF R408-- 22741
'•IYPOTTANT•• FURNISHTHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr....raqulr.......car, in fabrl...ing. M1antlling, snipping, In tnlling and brocing. No—c a, roll• 0.708 TC DL 15.0 PSF DATE 02/0 1/1 7
cM10 Incest atliclon o'aCSI (Building Camp,n nt Sa lety In rormotion, bysTPI dnd WTCA) for safety proof NDs pr 1
o parforming Ines.f d ens. In .T ors sno'1 provldo temporary b cing per BCSI. unless n todcot&mis Z
top chord snail 1,—proparly v[ta chetl scructu rvl In—thing antl bottom chord s.oll hove a properly ��.�yz°°° d
rigid c,l l Ing. Loeotlons shaven for parmaneni Ivtervl rvstrolnt,!webs snail have bracing ),,told
)lO'*G' BC DL 10.0 PSF DRW HCUSR408 17032147
CM1et'vns B°, B].. 0nI as ovppll—nn Apply platen Cr vac.f160A-Z err t.nd posl[ion vs snawn vbav■3{land • O
o Jeint Da calls, unlass n tvd ochcrwiso. Refer t awing%160A-Z rer= andard pintn pesitiens' BC LL 0.0 PSF HC-ENG KM/WHK
A'p'nc, a d'v'sion of ITW Building Components Group Inc, shall n t by responsible far any dev'etlon f1t S AT ••�� ;
draw'ng. any fnlluro c bul'd tno truss in Confo rmancv with ANSIRPI 1. or for hind'Ing, snipping,
AN ITW COMPANY I star Intlon.bracing.f trrsses. �`�� TOT.LD. 55.0 PSF SEQN- 816934
Ansowl on thlw drwwlnR or cover pwpo listing Lille drwwlnT, Intllewtww wcapiwnw eT prorwswlonAl wnelnwwrl .........._` l
rosponslbl l lty solely for eho design%.own. Tho sultablIlty antl use oT eh le drawing Tar way structure le `N_
2400 Lake Orange Dr.,Suite 150 rnsp...Ibi I ITy or the Brllding Dvslgnnr per ANSI/TPI t S..z. Q S/QNq%.�tG DUR.FAC. 1.25 FROM AH
Orlando,FL 32837 For mor. informatl,n s chls J.b's gen.ral n s png.and the=,w.b nits%: I I,U utx PACING 24.0" J REF- 1 VXZ408_Z 1 6
FL COA#0278 ALPINE: www.alpinvicw.com: TPI: w ,pinst,arg: WTCA: www.sbclnGuscry.Com; ICC: www.lccsvlo.arg illiam H.Krick Lie.Number 70 6 IS
PAC
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B04)
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 psf,
Top chord 2x4 SP #2 Dense- wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bet 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.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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
[191 W5X6 S 3.00 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
4X4= 2X4 III
3X4- —1 6 6 F-
6X8
5-1 -13
6 f— (a) (a)
(a)
9-4-0
2X4III 5X8— 2X4III 5X6[191=
4X4(A2)
L.Z-0-0,j
1— 11-2-0 I 6-9-0 I 6-10-4
E 24-9-4 Over 2 Supports
---- - R=1620 U=339 W=8" R=1389 U=326
RL=216/-262 H=H1
�ppHHI1T1Nrfrrpr.
Design Cr i t: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O°/g(0°/g)/0(0) 15 .• .. 3Q °'4 QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISII THIS DRAWING TO ALL CONTRACTORSNS INCLUDING THE ITALLE TC LL RS. � � •�: 30.0 PSF REF R408-- 22742
Trusses"lull'a Cramer carer In fabricating, handling, shipping. Installing antl bra.ing. R.f.r t .,�roll• —
[ho Intent atllClon of SCSI (Bu1lding Co... nc Saf.cy Information. by TPI antl WCA) far.afaty pla tlAps pr o.�08 TC DL 15.0 PSF DATE 02/0 1/1 7
o par ming chnsv runt...... In ......shall provido temporary br.eing par BCSI. Unless n c.dco[JyTcrw is
tap chord shall M1n—properly att. d structural __1ing antl bottom chord shall 1—a prop.rly d DRW HCUSR408 17032148
rlgltl c.IIIn, L...tlons shown for p....n. loco... r.scralnt or webs sha ll I,_bracing Instal lad WC• • = BC DL 10.0 PSF
• a ��� ectlons Ba, p]or—1 on^ppllcobl... Apply platers to..ch f16OA-Z c .[antl post tlon as sM1owns.b.v antl
ch.Joint Oaalls, unless tad oth.wiser. Rarer to drawings 1GOA-Z foss..dare plate paaltl.n S AT O BC LL 0.0 PSF HC-ENG KM/WHK
Alpine, a division of ITW Building Componon[s Group Inc. shall n t ba r.sp. lb lc for any d-1-1.n Is 3y �(�C>T''
wing, any failure to hut. [h.truss In conformnnco wlcM1 AN
1, or for hantlling, shipping, • • W
AN I_WCOMPANY Inscallati.n.bracing.f ir�.se.. •.•,l •,,f`�� TOT.LD. 55.0 PSF SEQN— 816931
A...1 on this d—Irig or coy..p.Ro Il.eing"I,dr.wing, Indle.tea A—pt.ne,of prof...i...I xglnwrl •w..o.w • Gil,�a
a.ponaI. llty wI.ly r.r eho dosign shorn. Th..ul tobl l Ity and user or thin dr.w ing for any struecure I. �(� (_\`V DUR.FAC. 1.25 FROM AH
r.sponslbl l icy of".Buliding°.signor ,o,ANSI/TPI 1 Sac.2. !iS`• ONA W� \1A'
2400 Lake Orange Dr.,Suite Ii0 r
Orlando FL 32837 For mar. .nfarma[i.n s thls J.b's gan.ral n s peg.and[ w.b silos: W1�MI
FL COA 90279 w ALPINE: www.alpina cw.c.m; TPI: ww•w.tpinst,org: WTCA: .wor n sbclndustry mom: ICD: www.let.afa.arg illiam H.Krick Lie.Number 70 6 1SPAC I NG 24.0" J REF- 1 VXZ408_Z 1 6
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - BOS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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
[221 W5X6 S 3.00 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
2X4 III
4X4=
3X4=
3X4 10-- 6 6 r-
6X8
5- -7 5-1 1-3
(a)
*9-4-0
2X4Ill 5X8= 2X4Ill 5X6[221
4X4(A2)
L2-0-0:�j
11-2-0 0-8-12
L I 6-9-0 I 6-1-8 I I
4-9-4 Over 2 Supports
--- - R=1620 U=282 W=8" R=1389 U=275
RL=350/-126 H=H1
�pbm)HNNrpbrrpi
Design Cr i t: FBC2014Res/TPI-2007(STD) yr•'°� H, 'a.,,
PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 ,• .r 3g '''4 QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F •': TC ILL 30.0 PSF REF R408-- 22743
Trusses requlro a Creme c re In febrlcacing. M1antlling, '„Ippl ng. 1n Tt lIng and brecing. Refer co ar toll
tM1a latest vtllclon oT 9CSI (Building Ce.pon nt Safoty Intormnclon, by TPI and NTCA) ror sorety prvctlgps pr 0.708 1 TC DL 1 5.0 PSF DATE 02/01/1 7
o porTorming chose func[lons. Ins oilers shall provld,cemporory b cing por 9CS1. Unloss tad oq&rwls
cop-rd sM1aII M1vvv properly attn cM1ed st tact rnl sM1cvtM1ing..d bottom chord s„ell havo a properlyAJ.1—
�L d
rlgitl ceiling. Locnclons Shawn tar permono.t"Iatarnl rastrnlnt of webs s„all M1vva broeing InrtalletlSLd BC DL 10.0 PSF DRW HeusR406 170321as
Q �M1ccI ons 010, os appllcvbly, Apply plates to vnc„fnc000f cru and posl clon ns sM1own vbeand
a Datalls. unless nocva vcM1erwisv. Rn r eo drxwin9s 16OA-2 rersscendrrd pinta pesltiens, S AT O ' ` BC LL 0.0 PSF HC-ENG KM/WHK
Alpine, a division or M Building Components croup Inc. snail n t by rospenslble ror any tlovleclon fQj "$�
wing, any T Ilury to bu lld<c truss in conformance wltn ANSI/TPI 1, or Tor hnndling. sM1lppin • -V
AN ITW COMPANY instal Iativn Anbrnaing eT tra==�=. 9' �'•:c( • �; TOT.LD. 55.0 PSF SEQN- 816928
A soil on this drrr ing or court Argo Ilrt ing this dnrinp. Indlutrr rcupirncr oT proTrrslonsl Mpinrrrl rru.s•'
asponslblllcy solely Tor Cho tlosl9n shorn. Th.sultnbiIMy end use or this dre.ing tar eny structure la �iQs+l� CN DUR.FAC. 1 .25 FROM AH
rvspenslblllty oT Ua DUlldln9 Oesl9nar par ANSI/TPI 1 Soc.2. '� N A ` b111 2400 Late Orange Dr.,Suite I50 r Ayrr� �
0,1,,10 FL 32837 Far me Infarmatlan, M1is Jeb•a 9enernl s page nntl t .eb sites: rMdaIHrHIw't� PACING 24.0" J REF- 1 VXZ408_Z 1 6
FL COA 10278 r ALPINE: www.olpinolcw.cvm: TPI;www,tpinsc,org; WTCA: www.sbclntlustry tom: IDD: www.IccsoTe.org illiam H.Krick Lie.Number 70 6 1S
, cr
02/01/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — B06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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 :W6 2x4 SP #2 Dense: 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.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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
[171 W4X6 S 1.25 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
4X6(R) III
6X6= 2X4III
3X4- 6
6X6= 6 5-1 1-3
6 (a) 4- -7
f99
9-4-0
2X4III 5X8— 4X6[171= 3X6(R) III
4X4(A2)
[,2-0-0:�j
11-2-0 I 6-9-0 I 4-1-8 1 2-8-12
4-9-4 Over 2 Supports
- R=1620 U=291 W=8" R=1389 U=301
RL=317/-158 H=H1 - --—
�* ttM1lVONuglrrq�r10
'b�,,�
Design Cr i t: FBC2014Res/TPI-2007(STD) H•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ 8 TC LL 30.0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • 'w REF R408—— 22744
T ru ssos r.61 lro o Cf.ma taro In fab Clan.:.., haneling, ....shipping. Ins.alling one racln.. Rof.r..n.Zfpiit..
`� po TIC DL 15.0 PSF DATE 02/0 1/1 7
.he Incas..tllclon of BCSI (Bulleing Component Safocy Informntl.n. by TPI one WTCA) for safety practicq�p 0•/00
o porforming[eso(unceions. Installers shall provldo temporary bracing per BCS 1. Unless noted other �I
cop chore shall"have p......y attached serue.ur.l sM1e.thing and bottom chore shall I,—n properly a h BC DL 10.0 PSF
11911 col Ing, Le..tI,ns shown for pormm..t Iat..nl ..scralnt of webs,hol I hava br.eing Instal Intl p • S DRW HCUSR408 17032150
thz J Is BB, .I or D10. .s anpplicth.,' Apply plates.to each f16DA-Z cor stand posl elon as,M1ewn nbova nd
M1c Jolnt Do.ails, unless n.ed otM1 Twist. Refer[ awl..,i60A-Z fr a.d.rd plate pa,l.lan,. TBC LL 0.0 PSF HC-ENG KM/WHK
A 1pine, a dl-1—of ITW Bulleing Components Group Inc. shell n c be responsible for anyawing. any(allure c build.h.truss In conform....wl th ANSI/TPI 1. or for handIIng, sh IppI ng,AN ITW COMPANY Instal Incl..A bracing of.ra, GTOT.LD. 55.0 PSF SEQN- 816918
A.e.l on thl.er..lnp or cover p.go I.—Ing"..Cr..I.., Indla.t——p—,of profs—Ion.1 mRln..rin •w•,•••ponslbllltylyfardo ,hTna.ultabllley and use of thls dra.InB for.ny.trueeuro 1. �Srr]1\IAl \` DUR.FAC. 1.25 FROM AH
.spons1 hl l l Cy of—B.IIding Des I s..r por MS T Sec.2. •'Q vt�{ 1. \\
U00 Lake Orange Dr.,Suite I50 r �' ""IR\ip#\
orlando,FL 3zsa� For more I.f.rmatTPI, thpl-eb,.antral . ,pugl and th.,e web,i..,: PACING 24.0" J REF- 1 UXZ408 Z 1 6
FL COA a0278 ALPINE:www.alpinoitw..... TPI: www..pinst.org: WTCA: wm.sbclneuscry.com; ICC: www.lccs.fo.org illiam H.Krick Lie.Number 70 6 1S
'02/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B07)
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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 :W6 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.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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] W4X4 2.25 R 1.25 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
4X6(R) III
6X6=
3X4% --1 6 6X6= 2X4Ill
6r
r 6 F— (a) (a)
W 3- -7
9-4-0
4X4(A2)
2X4Ill 5X8— 4X4(R)[17] III 3X6(R) III
L.C2-0-0�:lj
I 11-2-0 6-9-0 —1
1-8
I 4-8-12 I
Ic 24-9-4 Over 2 Supports
R=1620 U=301 W=8" R=1389 U=326
RL=284/-191 H=H1
,t�(tMntlnlunlrrurr r�i�
Design Cr i t: FBC2014Res/TPI-2007(STD) ���Q� H• "'�;,1'
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 �•' "P t/ 4 TY:1 FL/-/5/-/-/R/- Scale =.2511/Ft.
"WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING] `• TIC LL 30.0 PSF"IWORTANT•• F TH URNISII THIS DRAPING TO ALL CONTRACTORS INCLUDING E INSTALLERS. REF R408-- 22745
Trussos regulr....amo ro In fabricating, handling, shlpping, Installing and acing. Rotor to foi
:tr. Incopt edition-frOCslc(Bullding C-mpananc Saracy Informntlon, by TPI and WTCA)rfor sar,ty practl- pr o.708 1 TIC DL 15.0 PSF DATE 02/01/1 7
to perfo rming thoso funetl ons. Inseallars shall pravldo t porory bra-Ing por BCSI. Unlass too oth—r Isa
op shard shall haves praporly-hotrod structural shaathing antl bottom-hard snail haves a propar:y BC DL 10.0 PSF DRW HeusltaoB 11o3z1s1
rlgld tolling. L...tlons shown for porman lotoral rostralnt or webs shall hovo br_ Inswllod 5
- AIL
act Ions 13. DT orB^O.sss^appllcablac. Apply plaeesa to oath foeaaof I,--ea ntl past Colon a shown abova ntl o• • C
cha Joint Datalls. u to tad otn Twist. Rofor c awings 160A-Z for andard plow poslClons. : S AT
Alpino, a elvlslon of ITW Bulltling Components Group Inc. -„all n t bo raspamalbla f r any tlavlatlan fry • BC LL 0.0 PSF HC-ENG KM/WHK
awing. any(allure ca build cha truss In canformanca with ANSI/TPI 1. or for handIing. sh 1pping, •� •I�•s(/ C
AN ITW COMPANY ��=tal lotion a bra-Ing ar tra==a�. �C�.••.4 1••,•G�� TOT.LD. 55.0 PSF SEQN- 816915
A sosl on this drs g or eov MRo Ilating this drs�lny, Indlostss ac pt.n of profssslonsl anOlnsaring ••���'
rasponslbl llcy sololy far Cho dvslgn sham. Tha su ltablIIty and uad of-1 dr—ing for any:tractor. la th �„SS/pNAI.tiN� OUR.FAC. 1 .25 FROM AH
2400 Lake Orange Dr.,Suite 150 rasp"^'lblllty of—DUIIding Duslgnar por ANSI/TPI 1 Sac,2. '►1ry,
�n+aNuIl lw�f`
Orlando,COA 328 For mar^ t.... : TPI' this,ab''ganaral a pool old Lhasa wan alto,: PAC I NG 24.0" J REF- 1 VXZ408_Z 1 6
FL COA N0278 IA ALPINE: www.alpincicw.tom; TPI: ww.v.tpinsc.org; NRCA:www.sbclntlusery.tom: ICG: www,Iccsafa.arg illiam H.Krick Lie.Number 70 6 1S
1 62/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL B08)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
Top chord 2x4-SP-#2 Dense :T2; T3 2x6 SP SS: wind BC DL=5:0-psf--GCpi(+/=)=0:18 - — -
Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense:
Webs 2x4 SP #2 Dense Right end vertical not exposed to wind pressure.
:W1, W10, W11, W12, W13 2x4 SP #3: :W6 2x4 SP #1 Dense:
Calculated horizontal deflection is 0.37" due to live load and 0.57"
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC due to dead load.
Wind loads and reactions based on MWFRS with additional C&C member (J) Hanger Support Required, by others
design.
Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load.
factor for dead load is 1.50. Calculated vertical deflection is 0.56" due to live load and 0.86" due
to dead load at X = 13-7-4.
Truss supports 350# mech unit; unit centered at 11-2-0; supported by
BC; unit width 3-0-0; supported by 3 trusses. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 15.00 ft. [ 6] W4X4 2.50 R 1.25
from roof edge. [26] W4X10 3.00 R 1.25
7X10=
SS0712
2X4 III 2X4 III
SS0919_ W6 -, 6
3X6= 2X4 III
6 B2 5-1 1-3
W1 3-0-0 10 W1 W12 13 2- -7
+9-4-0
4X4[6]= 2X4 III 2X4 III 8X1O(R) I// 4X6(R) III
4X4(A2)= 4X10[26]
SS0712=
[.,2-0-0::,j
11-2-0 6-7-8 6-11-12
8-10-8 4-7-0 11-3-12
4-9-4 Over 2 Supports
- - -- --- -- - - ----- ------------
R=1749 U=313 W=811 R=1493 U=352
RL=249/-222 H=H1
0��ntnunNrrurhrrr
Design Crit: FBC2014Res/TPI-2007(STD) p� H,
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15 �•s •�3Y �''4 QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
•*WARN INISI" READ AND FOLLOW ALL NOTES ON THIS DRAWING1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '[F ,' �- ; TC LL 30.0 PSF REF R408-- 22746
Tr_.a rediti.a fTama<aro n fabriealing. handling. shipping. Inseallind a tl bracing. Rofor e..,v�'l.II ' o.708 1 _ TC DL 15.0 PSF DATE 02/01/1 7
thv locos=ediel.n of BCSI (Bulltling Component Svfvcy Inf.rma[l.n, by TPI and WTCA) for solaty praeolps prl r
C.pc.form ing c c luncclons. Install.rs shall pr.oldv tamp...ry b.acing par BCSI. Unlass n tad t rwls
op ch..d-h.II h a proParlY att.<h°d struci Tel sM1catning and b.tt.m.h.r.shnll hay..Prop. 1 at tl BC DL 1 0.0 PS F
rigid cal I Ingo Locations shown for pvrmanantalater.I restraint.f webs sh.I I have br.eing instal—$r76C • = DRW HCUSR408 17032152
• �� socclvns B3. BT.r B ns aopplicably. Apply platers co.ing f16OA-Z tru tantl posl[l.n as shown abovi$1j3'^d° S AT O
O [ha Janc Oetalls unless n tad.tharwisc. Rafar t.drawings 160A-Z fors andard plat.pslti.ns. BC LL 0.0 PSF HC-ENG KM/WHK
Alpine. a di vl slon of ITW Building Compvnen s Group Inc. snail "It bo responsible for any daola[lon(tin �: 1.�1f.
awing, any'a I lure C.bul id tha truss in con f.rmancc with A.S"Tpl 1, or for handling, shipping. .• tVI
AN ITW COMPANY ,nst.11atl.n&.racing.!tru .. • a•��vypT�c TOT.LD. 55.0 PSF SEQN- 816912
A coal on thla drawing or°ovr pap• I'1ting"I,drawing, Inall—w aeeoptenes IT profa..1-1 ang lnaaTln �� ........•. �`,$a
osponslhll lty a.loly i.r eha CoslRn sh.an, Th.ault.bllity and us..T thl.drawing T°r any atruc , 1.th ,�S'f r �dl' DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suile 150 rasp.nslblllcy oT tho Bul lding Dosigavr par ANSI/TPI 1 Sa..2. Iaj G t�
011InID,FL s2ga1 Far mar. inlormatl.n a thls J.b's g.....I n a p.g.and th.a.wab aIt.a: PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA H0278 (r ALPINE: www.alpinvlcw.c.m; TPI: www.tpins[.org; MCA: www.sbclndustry.c.m: ICC: www.lc<safv.org illiam H.Krick Lie.Number 70 6 1S
02/01/2017
(15218-/M6del A -- Lt 6 Tarpon Flats Ft. Pierce, FL B09)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Value Set: 13B (Effective 6/1/2013) Special loads
Top chord 2x6 SP SS :T1 2x4 SP #2_Dense: ___ _ TC- (Lumber 94rpFcat_25 /0 toate94up1P at 11217___
T4 2x4 SP #1 Dense: - TC- From 94 plfat 11.17 to 94 plf at 19.79 -- --- -
Bot chord 2x6 SP SS :B1 2x4 SP #2 Dense: TC- From 94 plf at 19.79 to 94 plf at 24.77
Webs 2x4 SP #3 'W2, W4, W9, W16 2x4 SP #1 Dense: BC- From 4 plf at -2.00 to 4 plf at 0.00
:W3, W6, W10 2x4 SP #2 Dense: :W8 2x6 SP SS: BC- From 20 plf at 0.00 to 20 plf at 9.17
BC- From 20 plf at 9.17 to 20 plf at 13.17
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 13.17 to 20 plf at 24.77
TC- 46.45 lb Conc. Load at 22.83
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- 1235.49 lb Conc. Load at 22.40
within 9.00 ft from roof edge, RISK CAT ll, EXP C, wind TC DL=4.0 psf, BC- 33.85 lb Conc. Load at 22.83
wind BC DL=5.0 psf. GCpi(+/-)=0.18 PLB- 116.67 lb Conc. Load at ( 9.67,12.37), (12.67,12.37)
Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.39" due to live load and 0.57"
(J) Hanger Support Required, by others due to dead load.
Bottom chord checked for 10.00 psf non-concurrent live load. (a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/180 total load. Creep increase
Calculated vertical deflection is 0.62" due to live load and 0.89" due factor for dead load is 1.50.
to dead load at X = 13-7-2.
Truss supports 350# meth unit; unit centered at 11-2-0; supported by
JT PLATE LATERAL CHORD BC; unit width 3-0-0; supported by 3 trusses.
No SIZE SHIFT BITE
[ 61 W4XG S 1.25
[141 W5X6 3.25 L 1.25
[18 W4X10 3.00 L 1.25
(191 W4X8 5.00 R 1.25 6X6-
[221 W2x4 S 2.25 SS0712=
[241 W4x10 2.25 R 1.25 4X8[19]�
[251 W5X12 S 1.25 5X6[14]i
[311 W4X12 6.25 R 2.25
(321 W5X8 S 1.50 (a
[351 W3X6 S 4.75 7X10 i W6
� 6
SS0712(SRS) ; 5X8[32]
5-1 1-3
6 r- 4 W8
T Wg 2X4 III
W 3-0-0
9 4 0 �I
61 4X6[6]= 2X4 III 2X4[22] III 2X4 III 4X12[31]
3X6(A1)= 4X1O[18]= 4X10[24] 3X6[35] III
SS0919= 5X12[251
LE2-0-0,j
11-2-0 8-7-8 4-11-12
8-10-8 4-7-0 11-3-12
E 24 9 4 Over 2 Supports
-- - - ---- - - --- - -
R=1874 U=689 W=8" R=2684 U=987
H=H1
��gR1f 1111{IN/t/fllif„f
Design Crit: FBC2014Res/TPI-2007(STD) yes`
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 � 3Yk QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL
30.0 PSF REF R408-- 22747
"IMPOWrANT" FURNISH THIS DRAWING TO ALL CONIRNCTORS INCLUDING THE INSTALLERS. • •• f'
T russas roqulro c tremc c ro In fabricating. M1and1 ing, sM1lpping. Installing and braeing. Rofer t a, fall o.708 1 TC DL 15.0 PSF DATE 02/01/1 7
///\\\\ Cho latest etlltlan of BCSI (Bulltling Component Safety Information. Dy TPI one WTCA) for safoty praetl s prl
CPerforming tnasoa functions. tlnseallcananM1all Provltle temporary Oraeln9 Per BCSI. Unlass notoe o` I5
OP chard shall haves praporly a tachotl siructurnl shoathi,g and Dottom thara seal I havo a praparly a e DRW HCUSR408 17032153
rlgitl coiling. La bans shown far Porm t latoral roscralnt of wcba shall Nava brae119 Installed Wt : BC DL 1 0.0 PSF
socclo,.H3. H]orcB10, as oppllcable. Apply placers to oath f16DAof tra C ne position as sM1awn oboe ontl a• • =
Cho.lain[Oatalls, unless n tatl otherwise. Rarer to tlrawin9s 160A-Z forss andard plates positions. • � AT O BC LL 0.0 PSF HC-ENG KM/WHK
A 1pinc. a tlivislon of ITW Build lag Componon s Group Inc. shall n t ba responsible for any dovlation TV,
o s: •i t.�LZ•
tl rowing, any falluro to build cho truss In conform....witYl ANSI/TPI 1, or for handling, sM1lpping. ••
AN 17WCOMPANY installation&bracing of trassas. :( fj .• � € TOT.LD. 55.0 PSF SEQN- 816910
A•o•I on thl•dr•Wing or eovr p•g• I1-1119 this er•ring, Intlle•t•••emptme•oT prof•••lon•I mgln••rin •••n•�•�
rosponslblllty sololy West tho tloslgn Wham. Tha saltablIIty.nd asa of thl•dr-Ing ror my atri-re 1•eh DUR.FAC. 1.25 FROM RC
osponslbl llty of tea Bulltling Doslgnor pot ANSI 1 Soe.2. / Y"a\\
2400 Lake Orange Dr.,Suite I50 r '��q„�N A��+
Orlando,FL 32837 For more Informatl on s this Job's ganaral n s pogo and thasa web altar: '"'� PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA 90278 I• ALPINE: www.alpinaliw.com: TPI: -pinst-rg: WiCA: www.sbclnduscry.com; ICC: wm.lccsnfa.org illiam H.Krick Lie.Number 70 6 1S
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL B10)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Value Set: 136 (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Top chord-2x4-SP-#1- Dense -
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf,
- - - _ - -- - — - - —
Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense:- wind BC-DL=5.0 psf. GCpi(+/ )-0.18
Webs 2x4 SP #2 Dense :W1, W3, W10 2x4 SP #3: Calculated horizontal deflection is 0.34" due to live load and 0.52"
:W4, W7 2x4 SP #1 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 0.43" due to live load and 0.66" due Truss supports 350# meth unit; unit centered at 11-3-12; supported by
to dead load at X = 8-8-12. BC; unit width 3-0-0; 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 W3X8 3.25 L 1.25
[ 71 W4X4 2.75 R 1.25 4X12=
[21] W4X4 1.75 R 1.25
[22] W3X8 3.50 R 1.25
2X4 III 2X4 III
3X8[6]0- 3X8[22]
6 � 4
B2 W7 � 6 5-1 1-3
W1 3- -0 W10
9-4-0
4X4[7]= 2X4 III 2X4 III 4X4[21]= 4X4(A 2)
4X4(A2)
SS0712= SS0712
L----2-0-0�
11-2-0 11-2-0
8-10-8 4-7-0 8-10-8
2-4-0 Over 2 Supports
-- R=1584 U=265 W=8" R=1375 U=214
RL=274/-296 H=H1
'001+1ururam+nnr4�i
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
''WARN INGI•• Heap ax0 FOLLOW ALL NOTES ON THIS DHAWIxcI TIC LL 30.0 PSF"IMPORTANT" FURNISH THIS DRAWING TO ALL CDNTRACTORS INCLUDING THE INSTALLERS. 8 ;� � tt•., REF R408-- 22748
Trusses regalra o tremo car. In lab
rl.ating, ha_Iing, shlpping, Installing antl bracing. R.far to
cM1e latest edition of BCSI (Building Camp.n.nt S.r.ty Information, by TPI antl WTCA) f.r aaf.ty practi s Prl r O.708 1 TC DL 15.0 PSF DATE 02/01/1 7
o parforming these functions. Inst.11ers shall proviGo t.mporary bracing por BCSI. Unless not_o wis
top_—d s 11 h...properly--th_struet ral sho hing antl bottom chortl snail M1eva a prap.rly ` tl - DRW HCUSR408 17032154
rigid tailing. L..atl.ns shown Tor p......nt"latar.l restraint.f w.bs shall nova bracing 1.— I.tl D = BC DL 1 0.0 PSF
sections B3. BT or 610,sss^oppllcab l�f. Apply places t0 oath fore of tru eantl position ns sM1own abov d o• �� O a ^
CM1e.Lint D.tails nlc tetl otM1 wise. Rof.r is tlrawings 160A-Z forss andartl plat.p.altl.na. at " . BC LL 0.0 PSF HC-ENG KM/WHK
Alpino, a division or ITel Building Compon.n s Group Int. shell not bo r.spo..ibl.for eny d-1-1on f�yn s9. [��'
tlr.wing, any—1.r.t bulltl th.truss in coot.rmanc.with ANSI/TPI 1, or for hantlling, shippin
AN ITWCOMPANY installa.l.n B bracing.f tra__ g' 'b �(���...........
l ... `� TOT.LD. 55.0 PSF SEQN- 816903
A a..l on eIl.Craw lap or eoy.r p.po Il*tllg Cilia dr.alnp, Intllt.C.a.00ptane.of pror.aalen.l .ngIn r.In [`11 •
rosponaiblllty so l.ly Tar too doalgn shown. Th.au1t 1 ity end use or tl,ls Lreaing Tor eny atructuro Is Ch {77 /�
2400 Lake Orange Dr.,Suite UO rusp.nslblllty of the B.IIding Z.IW r por ANSI/TPI 1 Sec.2. ZTQ*r +/�A� O FROM RC
S/ �� DUR.FAC. 1 .25
L Orlando,FL 32837 P.r more Information s tM1ls Jab's g.n.ral n s pogo antl rhos.w.b slCos: yrnMl4Nn`
FL COA N0278 I. ALPINE: www.alpinalcw.c.m: 7P1: www.cpinsc.org;MA: www.sb.ind—Iry....; ICC: www.l....f rg illiam H.Krick Lie.Number 70 6 1SPAC I NG 24.0" J REF- 1 VXZ408 Z1 6
02/01/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — 1311) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Top chord 2x4 SP #1 Dense
within 9.00 ft from roof edge, RISK CAT II, EXP-C, wind TC DL=4.0 psf,_ _
- - -- - --- -
Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: wind BC DL=5.0 psf. -GCpi(+/-)=0.18
Webs 2x4 SP #2 Dense :W1, W3, W10 2x4 SP #3: Calculated horizontal deflection is 0.34" due to live load and 0.52"
:W4, W7 2x4 SP #1 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 0.42" due to live load and 0.66" due Truss supports 350# mech unit; unit centered at 11-3-12; supported by
to dead load at X = 8-8-12. BC; unit width 3-0-0; 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 W3X8 3.25 L 1.25
[ 71 W4X4 2.75 R 1.25 4X12=
[21] W4X4 1.75 R 1.25
[22] W3X8 3.50 R 1.25 2X4III 2X4111
3X8[6]5r 3X8[22]a
6 � 4
B2 W7 6 5-1 1-3
W1 3- -0 W10
10 9-4-0
4X4[7]= 2X4III 2X4 III 4X4[21]
4X4(A2)= SS0712= SS0712= 4X4(A2)
LI-2-0-0-BJ
11-2-0 11-2-0
8-10-8 4-7-0 8-10-8
22 4 0 Over 2 Supports
R=1582 U=265 W=8" R=1377 U=214 W=8" — -
RL=274/-296
d+�4q�ronNlrrNlrnr<rf/
Design Crit: FBC2014Res/TPI-2007(STD) 0T W K k °
PLT TYP. 18 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 p° ..........R/��� TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
`*WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,y�T ' TC LL 30.0 PSF••IMPORTANT•• FURNISH TUTS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • REF R408-- 22749
T russas require d Creme taro in fabricating. M1sneling, shlpping, Installing rand bracing. Rofar t =fall o,708 TIC DL 1 5.0 PSF DATE 02/01/1 7
cho Incest oelclan a!BCSI (Bulltling Component Saloty Informaclon, by WI and MCA) for sa racy pro cl<�p 1
o parforming cM1eso functions. Install rs shall provlea—pornry bracing par BCSI. Unless noceticochOFw l�����sssss
tap chord s oil M1nva properly attachvtl sCructurnl shdathing ontl bottom c ore shall bravo n9proparly a[PHa BC DL 10.0 PSF DRW HCUSR408 17032155
l rlgld col l Ing. Locatlens shown for pa rmanont Iota rol restraint of webs shall have bracln instellotl CS • S
a �^ sacclans.D B7 or B10. ss oopad th la. Apply placers co each 1160A-Z far ..e posl Clan as shown above d o • • t
IIILI�I the Jal rat Details. unless n toe atharwisa. Rafar to I...lags 160A-Z!err==antlartl plater any
al lot I..
t S AT O •`�; BC LL 0.0 PSF HC-ENG KM/WHK
Alpino, a elvl s Ian of ITW Bulltling Components Group Inc. shall n t ba or for lhan for any eavlation{rotit �/ '/�/�'
awing, any fallura to r tr o'truss in conformance with ANSI/TPI 1.ror for M1antlling. shlpping, •w�
AN ITW COMPANY InsWllatlon&bracing of tres=a�. ..•'G��;LaF TOT.LD. 55.0 PSF SEQN- 816900
A wwwl on this drswing or o r psgs Ilwting"Ill,d—ing, Indlewtss s ptwnes oT profwwwlonsl linWlnNrinW (n1 ••• •• _N`
rospons lbl l ity solely far th.easlgn shown. Tho IlultablIIty and uao of this tlrwwing Tor wiry structure le N / �IJ,•N ALL
2400 Lake Orange Dr.,Suite 150 ra,,Inslbl llty of the Building Daslgnar par ANSI/TPI T Saa.z. r4Nr� � DUR.FAC. 1.25 FROM RIB
Orlando FL 32837 Far mare Inrarmaclan s his Job's Ban.— s pogo and those web s pas:
FL COA N0278 • ALPINE: www.alpinalcw.cam; TPI:awww.tpinst.org; MCA:nwww.sbclndustry.com; ICC: www.Iccsafo.org illiam H.Krick Lie.Number 70 6 ISPAC I NG 24.0" J RE F- 1 VXZ408_Z1 6
' U2/01/2017
( 15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — 612 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
e Top chord 2x4 SP #1 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 -- - - - -- — - - -
Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W2, W5, W6, W9 2x4 SP #2 Dense: Calculated horizontal deflection is 0.34" due to live load and 0.51"
:W4, W7 2x4 SP #1 Dense: due to dead load.
Lumber value set "13B" 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 design. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Calculated vertical deflection is 0.43" due to live load and 0.64" due to
dead load at X = 13-7-4. Truss supports 350# meth unit; unit centered at 11-3-12; supported by
JT PLATE LATERAL CHORD BC; unit width 3-0-0; supported by 3 trusses.
No SIZE SHIFT BITE MWFRS loads based on trusses located at least 15.00 ft. from
[ 61 W3X8 3.50 L 1.25 roof edge.
[ 71 W4X4 2.75 R 1.25
[211 W4X4 1.25 R 1.25 4X12
[221 W3X8 3.50 R 1.25
2X4 III 2X4 III
W6 6
3X8[61 3X8[221�
6 �
4 B2 W7 9
3-0-0
9-4-0
4X4[71= 2X4 III 2X4 III 4X4[211
4X4(A2)= 4X4(A2)
SS0712= SS0712
L--2-0-0-J L--2-0-0-BJ
11-2-0 11-2-0
8-10-8 4-7-0 8-10-8
22 4 0 Over 2 Supports
R=1573 U=259 W=8" R=1576 U=259 W=8"
RL=329/-329
µlies l l f I I NI111ry1,/i
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. 18 Gauge FT/RT=O%(O%)/O(0) 15, . H. k/
Y:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.P
'•WABNINGI" REIN AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.0 PSF L" �• M REF R408—— 22750
Tru roqulro o trams rota In lebricating. hantlling. shlpping. Ins[tlling entl acing. Rotor t anfall p,708 1 TC DL 1 5.0 PSF DATE 02/01/1 7
tM1t vtll tlan of BCSI (Bulltling Component Saroty Inftrmaclon, by TPI antl WTCA)rfor s aey pro ele I
[o pc rforming rhos°luncclons. Install r shall provldt tamporory bracing par BCSI. Unless n catict 4M1 I
op cnortl shall have properly attached st�uatural shvathIng and batten chard shall haves a properly att H ° BC DL 10.0 PSF DRW HCUSR408 17032529
r lg'd calling. Locations shown for parmanant lateral r°str°Int of webs shall havo bracing Installvtl p CS • C
Q L�� stccltns 6D B]or 610, as°oppllcibl°. Appiy,lotto to c°cn fvcn or cr s`ntl position°s shown ab°vo d a
tAI Jn., Odtalls, oleos n[etl a h vise. Relor to drawings 160A-Z for amara plait paaltlans. t S AT O gC LL 0.0 PSF HC-ENG GA/DF
A 1pint, dl vision°! ITW Bulltling Components Group Inc, snail C Oo responsible!or any davlatlan Trott •(�I C
tlrawing, any fallurt tgt bulldsshs,cruss In canlormanct wlcn ANSI/TPI ,, or for hantlling, shlpping, w.� , .••.'�`�'/,�i TOT.LD. 55.0 PSF SEQN- 809829
AN ITW COMPANY l stallation s braaln or er a /• ••w•w w,wwa r
An•ewl to Ch11 or•.Inp or eovr qg• 11•tln9 thl•dr—Ing, Indio—,•bup—&of prof• Il I —91—ring V
rtsponslbl l lty solely for the tlosign eho•rl. Tht°ultablllty end use of this 1r 1,g rvr any etrutturt Is N if
2400 Lake Orange Dr.,Suite 150 resPanslbl l lty of the Oullding Doslgnar par ANSI/TPI ]Svc.Z. I' emM � ` DUR.FAC, 1.25 FROM RC
Orlando FL 32837 Far mar. In-rmatian= this Job's gtnaral s peg°and thasa wtb slit=:
FL COA 90278 ALPINE: www.nipinal cw.tom: TPI: www.cpinst.°rg; WTCA: www.sbclndustry.ctm; ICC:w,rw.lccsafv.org illiam H.Krick Lic.Number 70 61SPACING 24.0" J RE F- 1 VXZ408 Z1 6
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL 612A)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf,
Top chord x4- -#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.
Truss passed check for 20 psf additional bottom chord live load in
Bottom chord checked for 10.00 psf non-concurrent live load. areas with 4211-high x 24"-wide clearance.
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 2X4#
5-1 1-3
6 F— 6
-4-0
3X4= 5X6=
4X4(A2)= 4X4(A2)
42-0-0� 42-0-0-�:J
[_ 11-2-0 11-2-0
IE 22-4-0 Over 2 Supports
R=1505 U=261 W=8" R=1506 U=261 W=8"
RL=330/-330
No ({Ilftlllllllll!/ry��/'Y
Design Cr i t: FBC2014Res/TPI-2007(STD) �'����,,`Pl,.laet!-1.,e••H..:•,kiQ�%F
PLT TYP. Wave FT/RT=O/B(O%)/O(0) 15. `�Z•'Q�r . 0PfTY:2 FL/-/5/-/-/R/- Scale =.3125"/Ft.
"WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS"IMPORTANT"
TC LL 30.0 PSF REF R408-- 22751
"IYPDRTANT FBRNISH THIS DRAY ING TO ALL CONTR RS ACTO INCW DRAWING]
THE INSTALLERS.
T ra..a.rdgalra a trams tars In fabricating. handling, shipping, Installing and brocing. Rotor to andoll w• o.708 1 - TC DL 15.0 PSF DATE 02/01/1 7
[ha lacast odltlon of SCSI (Bullding Compon nt Sofoty Inlormotlon, by TPI d WTCA) far safety prdct—c p I rt
[o pv.......0 c...!unctions. Ins[atlors sM1a II provldo temporary brocing par BCSI. Unless noted otha I� e
op=hard.hall"have praParly attatM1od.truttural shaathing and bottom chard=hall I,—o proparly at d• • ' BC DL 10.0 PSF DRW Hcusaaoa 17032156
r Igld calling. Locac Ions sM1own for permanent loco rat rv.tralnt o!wabs shall have brocing Installed pa aC5 : S AT O —
ctlans B3, D]or B10, as applicable. Apply pincas co each loco a!tru and pass clon os shown above o • • z
d (� D one Joint Datall.. sole..noted other wi.o. RaTar to drawings,6OAa_Z fors.tandard plat.positions. y o t :����E BC LL 0.0 PSF HC-ENG KM/WHK
I� Alpina n divlslan of ITW Bullding Components Group Inc. shall n t bo responsible for any do,lot It.fray� �.t •� C
d raw log, any fa l l"ro to bat Id tho trass lm tonformanaa with ANSI/TPI ]. or far handling, shipping. TOT.LD. 55.0 PSF
AN ITWCOMPANY instalI--&bracing of trusses. �(� • •.....•`' �'.� SEQN— 816885
A noel on thle tlreYing or cover pe po Ilat log Nle tlreerl ng. Intlleeteept....of proieeeldml '"gin""
lop
raepon.Ibl I Icy solely Tar tha doslBn.hem. Tho saltabi l ity end l.a dr Chle dre.ing l r a traits.. le& fa �ONAL tiN t,
2400 Lake Orange Dr.,Suite 150 rosponslb I l lty or the Bullding Doslgner par MSI/TPI ] Soa.2. "y' �ffrftnarpf1HY�}`" OUR.FAC. 1.25 FROM RC
Orlando,FL 32637 For more Information s this job'.g...ral .pogo and th...wab s pas: PACING 24.0" J RE F- 1 VXZ408 Z1 6
FL COA H0276 ALPINE: www.alpinaltw.com; TPI: wm.tpinsc.org; WTCA: www.sbclndusiry.com; ICC: www.lccsafo.org illiam H.Krick Lic.Number 70 6 1$
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - 13126) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
Top chord 2-x4-SP #2 Dense - wind BC DL=5.0 psf.-GCpi(+/-)=0.18 -
Bat 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.
Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load.
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 Al( )= 3X4(Al
L--2-0-0-B�J 1E2-0-031
11-2-0 11-2-0
22-4-0 Over 2 Supports
R=1464 U=537 W=8" R=1464 U=537 W=8"
RL=327/-327
MIHHHNH/„hq,,y
Design Cr i t: FBC2014Res/TPI-2007(STD) �°�\P...........
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. Y:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
••WARNINGI•• READ AND FOLLON ALL NOTES ON THIS DRAWINGI g + TC LL 30.0 PSF REF R408-- 22752
"IMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Traa=aa rng"Ira a trams I'll in labrlcating, M1entlling. shipping, Insialling and bracing. Rotor t andall�; o.708 1 ' TC DL 1 5.0 PSF DATE 02/01/1 7
cM1a Incase od...°(BCSI (Bulltling Campononc Sa racy Inlarmatlon, by TPI and WTCA) ror sarocy practicoip I -
a per lorming cn°se Tu nctl°ns. Inscallars shall p—ldo temporary bracing por SCSI. Unloss notdd otha I : • _
cop chord sM1all na a proporly attaahad strut=rat sh—hir,g and bottom chord shall ha a proporly a<A o � BC DL 10.0 PSF
rl g I col Iing. Locaclans shown for p....n ntu lataral rastralne If webs shall hava braeing Ins.II,d po CS : S� AT , DRW HCUSR408 17032157
. �� sacti°ns.D. OT or B10. as applicable. Apply places to each—,If tru and position as shown abovo
d tha Joint Datalls, anlasa natatl atnarwi°a. Rafar to tlrawinga l6oA-2!°rsstaneard plats positions. t / � BC LL 0.0 PSF HC-ENG KM/WHK
Alpino, a tlivlslon or ITW Building Compononcs Group Inc. snail n t ba respanslble far any tlavlatlon fr°mr� Imo- •.�• C
awing. any fallara to bat h ins tray. In aanfarmanaa.IU ANSI/TPI 1, ar Tar handling, shipping, 1 �' TOT.LID. 5 5.0 PSF
AN ITW COMPANY inseanneian a brmmng or era°°as •...,..• �.� SEQN- 816888
A so.l on thl,tlr.rinp or eovor p•po Il.t lnp this tlnrinp. Intlle.t...capt.nt.of prof•s.lon.l MpInNrinp
responslbl l ley oft—euilei�gtloosgiy—Par µsal/TPII e1 SII.2°"d aaa ar ehla tlr..ing Tar any atruttura I.to OUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 e/rgnla�`
Orlando.FL 32837 Far mar. Inf....tian= tnis Jabs ganar.I ,paga antl Lhasa wab altaa: PACING 24.0" J RE F- 1 VXZ408 Z 1 6
FL conaoz7s ALPINE: w .alpinolew.eom: TPI: a tPIn.c ,g: WTCA: vmir. bclnduscry.com: ICC:www.IccsnTp.org illiam H.Krick Lie.Number70 61S
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 1I, EX_P C, wind_ T_C DL=4.0 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 I'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. MWFRS loads based on trusses located at least 7.50 ft. from
roof edge.
4X6= 4X4=
2X4� 2X4
6 6
9-4-0
3X4= 5X6=
4X4(A2)= 4X4(A2)=
�2-0-0-BJ �1-2-0-0-BJ
I, 9-0-0 I 4-4-0 I 9-0-0 I
22-4-0 Over 2 Support
R=1458 U=542 W=811 R=1458 U=542 W=8"
RL=282/-282
��puHonNJlTun,,,��
Design Cr i t: FBC2014Res/TPI-2007(STD) �'����.....
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. `�. 'Q� �P#TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ lk REF R408-- 22753
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 30.0 PSF
Trusses require.......I'll in rabricating, handling. shlpping. Installing and brocing. Rotor t .nd 1.11 o.708 1 ' TIC DL 1 5.0 PSF DATE 02/0 1/1 7
cha I.test...... o!OCSI (Duiltling Cemp.n nc Sa racy Inrerm.tl.n, by Tpi and WiCA) for salacy pro I—E p I ri
Co perrarming cM1osa£unctions. Installs.s 11 pr.vld.tempor.ry brocing par OCS1. Unless not.dc—h. I{� j r
ap.nerd shall have properly attach.d.tract rat shy hing and b.ic.m chord sM1nll havo a properly olio d• • _= BC DL 1 0.0 PSF DRW HCUSR408 1 7032551
rlgld telling. L...tl.ns s„awn!or permanenerlatoral restraint o!webs shall have bracing Install.d poa CS S AT _
sections ae0, D]or D10, as appllcabla. Apply plat..co each fac.Aor err entl position as shown obovo 111111777777��1�'�1 • '
Q O the.hint Dd1-1, unless natal of„erwis.. Refer t.tlr.wings 160A-Z raresta.d.rd Plata pasitl.na. : •'e�,�c� BC LL 0.0 PSF HC-ENG GA%DF
Alpine. division of ITW Duiltling Compa..nis Group Inc, shall n c b.responsible£.r any d.vl.tion from �`/ �� C
drawing, any lallur.co build ch.truss in conform....with ANSI/TPI 1, or(.r handling. shlpping, •••`
AN ITW COMPANY installailon&bracing.!trrs.es. �(C •.......•••' G��,ary°' TOT.LID. 55.0 PSF SEQN- 809809
A.s.l on ihl•dr..ing or cover p.Rs listing thl•tlr..lnp. Indlob..ccopt.no or prof..slon.l .npin..ring
r.sponsl blllty solely War the dm lgn shoo.. Th.srlt.b11 ity and—or thle dr..Ing Tor.ny structure I.ih fa �ONA4`'0 a1 DUR.FAC. 1.25
2400 Lake Orange Dr.,Suile 150 resp.nsibi n g De ey er— .11ding slg.er per ANSI/TPI 1 S.c,2, r�M/tM11NpA FROM RC
Orlando,FL 32837 F.,mere inlermatla.s nls Job's gan.r.I a pogo.nd tM1...web slice:
FL COA go 278
A ALPINE: www,o 1pin.l iw. ..; TPI: www.tpin t-9: WTCA: .sbclndustry.c.m; ICC: www.lccsa fe.org illiam H.Krick Lie.Number 70 61SPACING 24.0" J REF- 1 VXZ408_Z 1 6
( 15219-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B14 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 #1 Dense TC- From 94 plf at -2.00 to 94 pif at--7.00 ---- -- - -
Bot chord 2x4 SP #1 Dense TC- From 47 pif at 7.00 to 47 pif at 15.33
Webs 2x4 SP #3 TC- From 94 pif at 15.33 to 94 plf at 24.33
BC- From 4 plf at -2.00 to 4 pif at 0.00
Lumber value set "1313" uses design values approved 1/30/2013 by BC- From 20 pif at 0.00 to 20 pif at 7.04
ALSC BC- From 10 plf at 7.04 to 10 pif at 11.17
BC- From 10 plf at 11.17 to 10 pif at 15.29
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not BC- From 20 pif at 15.29 to 20 plf at 22.33
located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind BC- From 4 pif at 22.33 to 4 pif at 24.33
TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- 422.24 lb Conc. Load at 7.04,15.29
TC- 271.15 lb Conc. Load at 9.09,11.09,11.24,13.24
Wind loads and reactions based on MWFRS. BC- 471.69 lb Conc. Load at 7.04,15.29
Bottom chord checked for 10.00 psf non-concurrent live load. BC- 130.35 lb Conc. Load at 9.09,11.09,11.24,13.24
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X8; 2X4 III 5X871
� s
s r-
+9-4-0
2X4 III H0510= 2X4 III
4X8(B3)= 4X8(B3)
42-0-0-J 1-2-0-0-J
7-0-0 I 8-4-0 I 7-0-0 I
22-4-0 Over 2 Support
R=2918 U=1257 W=8" R=2918 U=1257 W=8"
�tauu nnruur)ruryn
Design Crit: FBC2014Res/TPI-2007(STD) ads�,
PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 1•� '•'� / 4 QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
'•WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3 % TC LL 30.0 PSF REF R408-- 22754
"IYPORTAHF'• FURNISU THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
T torsos requlry o vma arc In la brl eating, handl ing, shipping. Installing antl bracing. Rafor to loll
ehc locust etlitlan u>•rDCSI`cDulltling Campo_L Saraty Information, by TPI and WTCA) !ar salary pr-I prl r a.T08 1 TC DL 15.0 PSF DATE 02/0 1/1 7
o pv rforming t d ons. In sllvrs shall provides Camporvey bracing par SCSI. Unlass..totl ot=rw�lseo
Cop cM1ortl shallM1M1avolproparly aCtachetl serpctural sM1oa[hing antl bottom a artl sM1all havo a properly t DRW HCUSR408 17032524
rigid culling. Locations sM1own!or permanent Ineoral rastralnt oT wvbs boll havo bracing Instaliotl •De5 =- BC DL 1 0.0 PSF
. ��� sactlons D3. D]or B10, as applieabla. Apply pia Cas Co each focoo f cru and post elan as shown dbovnd o
a O thv Joln[0etalls. unless natal otM1crwisc. Ralar to drawings 160A-2 Tarsstamard place positions. Tr69 ; S AT O '��cF BC LL 0.0 PSF HC-ENG GA/DF
Alpino, a y di-I..I of ITW Building Components Group Inc. shall n c ba responsible for any Ipp 1.9.on
drawing. any(allure to ulld the truss in canlormanco with ANSIRPI ,, or!ar M1antlling. shlpping, :'� 4 .•,. �� TOT.LD. 55.0 PSF S EQN- 809807
AN ITW COMPANY Inseallaeion b bracing or crosses.
A sysI -ehls dr-Ing dr toyer psg* Ilsting this dr-Ing, Indlubs•coptsn1,of pl-f IIII,sl mgln•sr in
'•A'•'.••'
rmponslblllty solely for eho dmlgn sha•n. Tha sultoblllty end use or this dreWing Tor e,ry Wtructura DUR.FAC. 1.25 FROM RC
vsponslblllty or the BulldlM1g Doslgnar par ANSI/TPI , Svc.2. 4 1,/111/14
2400 Lake Orange Dr.,Suite 150 hN1,
Orlando,FL 32837 For mory In Tormncion s this,Job's gonvral s pogo and c web sitar: 1� PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA d0278 ALPINE: www.alpinolcw.com; TPI: www.cpins[.org; WTCA: www.sbclntlustry�o� [CC: www.ltesala.arg illiam H.Krick Lic.Number 70 6 1S
02/01/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — B15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
- op 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.
(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. (a) Continuous lateral restraint equally spaced on member.
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
[221 W5X6 S 3.00 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
2X4 III
4X6= 4X4=
s r-
2X4� s
6X8=
5-1 -13
6 r— (a)
_ +9-4-0
3X4= 6X6= 2X4III 5X6[22]
4X4(A2)
L2-0-0�j
9-0-0 I 4-4-0 I 4-7-0 I 6-10-4
fE 4-9-4 Over 2 Supports
R=1620 U=381 W=8" R=1389 U=360
RL=216/-214 H=H1
��Taullnnrulrnnff„n
Design Crit: FBC2014Res/TPI-2007(STD) �
PLT TYP. Wave FT/RT=O% O% /0 0 1.9061•' '4( ) ( ) '•'� /� QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
"WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS GI : �. TIC LL 30.0 PSF REF R408-- 22755
"IYPORTANT'� FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru s roqulr.a eremo care In fabrlca Cing. handling, 11IPping, Installing and bracing. Rotor t toll
[ho t dit_of SCSI _ Campan nt Safety Information, by TPI and WTCA) far.,,,,y"..t,J PrI O.708 1 TC DL 15.0 PSF DATE 02/01/1 7
o Po.......
g t""tune...... In alleys shall proVldo c.mporary bracing par SCSI. Unla.s n t.d
otlCrwis.r
cop chortl.hul l have Properly nttacM1ad structural sM1oaCM1ing and bott m enortl steal l hnv.a pr.parly d J,* ; BC DL 10.0 PSF DRW HCUSR408 17032158
rigid CIIIIng. L.ea[Ions shown far permanent lateral r.serolne of webs shall 111,bracing Inscollatl + S
. ��� s.ctl.ns Ba. B]or B10. as applicable. Apply places to oath fa cvvof tru on.position as shown ebovv ntl o c JL
a O th.Joint Datalls, unless n.t.tl.tharwlso. Rarer[o drawings 160A-2 f.rsstond plat.pasltlan.. : S ^T O ��y BC LL 0.0 PSF HC-ENG KM/WHK
A.pin., a dlvlsi.n of ITW B.ilding C.mp...nts Gr..p Inc. snail n[by r.sponsibl.for any d.vlatlon Ir �• A c
Crewing. any(allure t 1.11E tho truss In confor......Itb ANSI/TPI 1. .r far handling, shipping. I'• ,.r TOT.LD. 5 5.0 PSF
AN ITWCOMPANY 1 stallation&bracing of tr...... ;•.� �yo*' SEQN-. 816937
Anaaal on ehla drawing or cover page Ilsting tint•drawing, Indlcat•a—ptanea of profaaalonal agln•arinp �••""••
rosponslbll lty a.l.ly f.r tine doaign..own. Th...I—blI lty and us1 of chi.drawing for..y.er art la U ,,S5'/ �',\ DU R.FAC. 1.25 FROM AH
2400 Lake Orange Dr.,Suite Ii0 raspons11111ty of—Banding D—gn.r par ANSI/TPI 1 S11.2. �y„f &/1{IA�µ�tNt
J general n s peg.and th.so web It,,: NK�1i11T
Orla COA 328 F.r mar. tw....; T I. the. .b•. illiam H.Krick Lic.Number 70 61SPAC I NG 24.0" JREF- 1 VXZ408 Z16
FL CDA H027$ ALPINE: www.alpin.lcw.c.m; TPI: www.tpinst.org; WTCA: wwv. bclneustry.com: ICC: xiw.lccsa f...rg
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TIC DL=4.0 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 - - -- - - -
Bot chord 2x4 SP #1 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.
(J) Hanger Support Required, by others Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
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
[211 W5X6 S 3.00 MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
2X4 III
5X6=
4X6: 3X4= 4X4= 6 F-
16
5-1 -13
(a)
6
:f:l 3
9-4-0
4X4(A2)
3X4= 5X6= 5X6[21]
�z-o-off
7-0-0 1 8-4-0 1 2-7-0 1 6-10-4 1
24-9-4 Over 2 Supports
R=1620 U=419 W=8" R=1389 U=391
RL=216/-171 H=H1
��µAnl/nnturrnrgq,
Design Crit: FBC2014Res/TPI-2007(STD) 0, p�M / 4
PLT TYP. Wave FT/RT=O%B O% /0 0 15 + 1•' 3rf�/'
( ) ( ) � / QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft.
"WARNINGI READ AND FOLLow ALL NOTES ON THIS DRAW GI �. TIC LL 30.0 PSF REF R408-- 22756
"IYPORTANi" FURNISHSH THIS GNAWING TO ALL CONTRACTORS INCLUDINGNG THE INSil1LLER5.
Trusses require......c rc In fabricatl ng, hantlling, sM1lpping, Installing antl acing. Rofor co Toll
the incest otllclon fBC51`iBuileing Co....nc Snfocy I—rmatlan, by TPI antl wrCA)r r. sty pre ti prl O.708 1 %ii_ TC DL 15.0 PSF DATE 02/01/1 7
co porforming[boss Nnctl on s. I.......rs shall provltlo tomporory bracing por BCSI.foUnless n t,d-Mr.—r
up chars shall hove properly nctachetl structural shcatM1ing antl bottom chartl snail nave n properly atop. = BC DL 1 0.0 PSF DRW HCUSR408 17032159
r lgle colllnB. Lomclons shown ror pc rmanenc loror.l rus[ralnt or webs shall M1avo bracing Inscalictl s • -
��� sections Ba. BT- 010, os.ppllcabla. Apply places co u.1M1 lacuna!.ru antl position.s shown above ntl a S AT O
a ino Joln[Ootnlls, unless no[etl otherwise. Refer[a tlrawings 160A-Z lorss.antlartl plats pa.ltian.. BC LL 0.0 PSF HC-ENG KM/WHK
A 1pino, a tllvl sl on of ITW Builtling Campo...—Group Inc. shall n t bo rosponsibl.for any tleviatl on frEiJ • A • (v
awing, any follura co build cha cross in confo rmanco wl tit ANSI/TPI 1, or for hantlling, shipping. �•/•"'-/ .�
AN ITW COMPANY installation 8 bracing of trusses. • `_ 1 ,.' ��'�aT TOT.LD. 55.0 PSF SEQN- 816940
A...I on thl.Cr..ing or e.v.r p.R. 11-1"p thl.Cr..ing. In01ub..cape...,of p-T...lon.l .npin..ring ••"'•••'
r..pon.I bl llty solely Tar e..tloslgn shown. Th..ultoblllty..d use.T-1.tlr..ing far.ny.tractor. 1.Vt N
2400 Lake Orange Dr.,Suite 150 rasponslblllty o!the Bulltling;=s .r par ANSI/TPI 1 Sac.2. ' O�AL�C'. DUR.FAC. 1.25 FROM AH
Orlando,FL 32537 For morn Infor...I..s this,J.b•s gonarol s pogo antl Nosa web slmsl "•H MII�IHw
FL COA 9027E ALPINE: www..lpinaltw.co.; TPI: www.tpins r9; WTCA: www.sbclntluscry.co.; ICC: www.lccsolo.arg illiam H.Krick Lic.Number 70 6 1SPAC I NG 24.0" J REF- 1 VXZ408 Z 1 6
OMI/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B17) 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, T4 2x4 SP #1 Dense: TC- From 94 pif at -2.00 to 94 pif at---5.00-_---
Bot chord 2x6 SP SS TC- From 47 pif at 5.00 to 47 pif at 13.44
Webs 2x4 SP #3 :W7 2x4 SP #2 Dense: TC- From 94 plf at 13.44 to 94 plf at 17.33
:W9 2x4 SP #1 Dense: TC- From 94 plf at 17.33 to 94 plf at 17.92
TC- From 94 pif at 17.92 to 94 plf at 24.77
Lumber value set "136" uses design values approved 1/30/2013 by ALSC BC- From 4 pif at -2.00 to 4 plf at 0.00
BC- From 20 pif at 0.00 to 20 plf at 5.03
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 pif at 5.03 to 10 plf at 13.44
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC BC- From 20 plf at 13.44 to 20 plf at 24.77
DL=5.0 psf. GCpi(+/-)=0.18 PLT- 280.08 lb Conc. Load at ( 5.03,12.14)
PLT- 179.73 lb Conc. Load at ( 7.06,12.14), (9.06,12.14),
Wind loads and reactions based on MWFRS. (11.06,12.14) (12.06,12.14)
PLB- 212.15 lb Conc. Load at ( 5.03, 9.37)
Calculated horizontal deflection is 0.12" due to live load and 0.16" PLB- 88.60 lb Conc. Load at ( 7.06, 9.37), (9.06,9.37), (11.06,9.37)
due to dead load. (12.06,9.37)
(J) Hanger Support Required, by others PLB- 850.89 lb Conc. Load at (13.44, 9.37)
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
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 2X4III
[10] W3X6 2.50 R 1.25
[151 W3X4 S 1.25 7X8
[241 W6X10 S 4.50 6 r
5X12% 3X4= 3X4[15]_ 6
FFI (a) 5-1 -13
6 r (a)
W
9-4-0
2X4III 3X6[10]= SS0712= 4XB= 6X10[24]
3X10(A5R)a 6X8(R)
z�
5-0-0 I 12-4-0 6 7 6
L� 6-10-4 I
24-9-4 Over 2 Supports
- - ---- -- - -----
R=2756 U=1087 W=8" R=2191 U=785
H=H1
01 (wnunm'Nrnrrfr��
Design Crit: FBC2014Res/TPI-2007(STD) ` ,0 H.
PLT TYP. 18 Gauge HS,Wave FT/RT=O%D(O%)/O(0) 15 1 ].e •23Y ,rQTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft.
••WARNINGI•• READ AND FOLLON ALL NOTES ON THIS DRAWINGI REF R408-- 22757
"IMPORTANT" FURNISH THIS DR WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.0 PSF
T........qulr^o tram.cur. In fabricating, hnntll'"I. shlpping, Ins[allIng nntl racing. R.far t an$''rall o.708 1 TC DL 15.0 PSF DATE 02/0 1/1 7
t„^ tact otlI['.n of SCSI (nulltling Component Sn f.ty Informa[lon, by TPI antl WTCA) for sa f.cy pro 1 prl
o p.rforming[....functions. Installors""I P-11d,tanporary bracing par BCSI. Unlass not"'tebrwls
top cord shall h.-properly attachetl structural shaa[hing and bo[[am ch.rtl sh.11 havo a praparly fffffaa���''',��1c�tl
r lgltl col Iing. Locations shown for p.rmanant Iota- rantralnt of woos s„all havo br..ing Instnll.d C : = BC DL 10.0 PSF DRW HCUSR408 17032160
rI ![ions Og, 07 or B10. as nppllcabl.. Apply pl.tos[o.ach fnc.of tru and posl clon as shown abov ntl I. C
to.Joint Datails. alias.not..oUarwisc. Rar.r t.tlrawings 1GOo[Z foarsstanaara pla[a posi[lons. • S AT O BC LL 0.0 PSF HC-ENG KM/WHK
LI Alpine a tllvision of ITW DUI1Eing Compon.nts Group Inc. shall n aspansibla for any d-Han i/wa. s•� [�F
.wing, any I taro c bulltl[h.truss in c.nfar.....wiN ANSI/TPIb1.Tor for h-ling, shipping, •
AN TTW COMPANY Inst.I lotion r,br.cing of tr... .•: i ,.•����T'� TOT.LD. 55.0 PSF SEQN- 817047
A.o.l on toll Er•.Ing or covor_9* Ilst In.cols Er..ing. .odI..-. pion•of prof•..I on•I .ngI- In � w•.nl.+•� G.�
.sponslbllley..loly far U.Eos lRn ah_ Thn sulteblI lty.ntl use of thle Ere.Ing f.r.ny etructu r. 1.U AS'S'fQ�A��� DUR.FAC. 1.2 5 FROM RC
2400 Lake orange Dr.,Suite U0 ^sP^^sIbI11cY or thy.DallElng Ooslgner par ANSI 1 S.c.2. !,4 !(/ T�\s
Orlando FL 32837 F.r m.r. Inf.r..[I.n s t Cls J.b•.g.n.r.l ,pogo ""17y�"""'"'� PACING 24.0" J REF- 1 VXZ408 Z1 6
FL COA#0278 ALPINE: w,wr.alpin.l tw.com: TPI: www. pins[.org. WTCA: www.sbclntlusery.com: ICC: www.lccsafo.org illiam H.Krick Lie.Number 70 6IS
1 02/01/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — 619) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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.
(J) Hanger Support Required, by others
J Hanger Support Required, by others 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 15.00 ft. [ 81 W3X4 S 2.75
from roof edge.
2X4 III
3X4%
6 F__ 5-1 -13
:f
9-4-0
2X4(Al)= 2X4 III 3X4(R)[81 III
"1-3-4 Over 2 Supports
R=647 U=94 R=633 U=187
RL=183/-61 H=H2
H=H 1 �nlmerNrnnnr„
Design Cr i t: FBC2014Res/TPI-2007(STD) gat j H.
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1 J�.e •23Y /''y QTY:2 FL/-/5/-/-/R/- Scale =.375"/Ft.
••waRNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAi1NGl a-
- ; TC LL 30.0 PSF REF R408-- 22758
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �l0 j* ••
Trusses r,q"l,*..... c r* In fabricating, hantllln" shipping, Ins calling an'bracing. R*r*r i erg}fall • •�
eho lotvsc atliclon of DCS, (Building Compon nt Salocy Infor,atlon, by TPI nntl WTCA) !or sa!*ty pre C*I f prl Q.708 1 TIC DL 15.0 PSF DATE 02/0 1/1 7
o perror,ing ches*runccl*ns. Inscallcrs shall provltlo temporary bracing par BCSI. Unl*sa n cad* wls
to
chord shall have Praparly attached strutc rol sho*ching and bait*,*hard shall have a proporly* tl 3 BC DL 10.0 PSF DRW HCUSR408 17032161
1 rlgltl calling. Locations shown Tor pa r,anenculnte rol ros[raint*r w*bs shell havo bracing Inscoliotl G
�^ s*ctlons B3. D7 or 010, as appllcabla. Apply places co ouch 116OA-Z cru and position ns shown abov and* O
d O the J*Inc Ooealls, unless notetl oche wisp. Ref*r drawings 160A-2 Tarsstantlartl Plat*Positions. ; BC LL 0.0 PSF HC-ENG KM/WHK
Alpino, a tllvislon of I Building ClGroup Inc. shall n t b*r*spons ible far any deviation r s� �([�.��£
awing. any lailur. co bulltl[hc truss In c*nlormancv wit„ANSI/TPI ,. *r!*r handling. shipping. :Is/ ,f• /� TOT.LD. 55.0 PSF SEQN- 81 6878
AN ITW COMPANY instal lau on A bracing or trusses. `` \
A eoel on thle Crewing or cover pep* listing th Is drawing. Indicate,acceptance or proraa*Ionel MpInwrin .(� .........
�•
rosponalbl llcy aololy ror Who tloslgn shorn. Th**ultabiIMy and ueo of Chlo drawin9 far any ecruccura laDUR.FAC. 1 .25 FROM RC
2400 Lake Orange Dr.,Suite 150 rosponslbi l lty or t Bulld Do ln9 s19n*r par ANSI/TPI T Scc.2. /Q*'rJJ�NA16 art
jOrlando,FL 32837 For,or* In!*r,atlan a thia,ob•e n a peg*and th*s*w*b s,t "mp1°"° "FL COA 90278 .ol a ALPINE: pinaitw.co,: TPI: www,cPlnsc,org: WrCA: www,sbclnduscry.co,; ICC:w .lccsa!*.org illiam H.Krick Lie.Number 70 6 1SPACING 24.0 JREF- 1 VXZ408 Z16
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TICDL=4.0 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.
(J) Hanger Support Required, by others Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load.
factor for dead load is 1.50. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
MWFRS loads based on trusses located at least 15.00 ft. [ 81 W3X4 S 2.75
from roof edge.
2X4 III
3X4%
6 � 5-1 -13
9-4-0
2X4III 3X4(R)[81 III
2X4(A1)
11-3-4 Over 2 Supports
R=648 U=94 W=8" R=631 U=187
RL=183/-61 H=H1
�ttttt+n a t1"tnrprf/
Design Crit: FBC2014Res/TPI-2007(STD) All" jJ1
PLT TYP. Wave FT/RT=O%(O%g)/O(0) 15 1 �t /''4 QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWN GI TC LL 30.0 PSF REF R408-- 22759
"IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTMCTORS INCLUDING THE INSTALLERS. : ••
Trusses roqulro a trams c rc In fabricating. M1ontlling, snlpplI.: Installing nntl rasing. Rar-r to a„ 'fall 0.708 1 TC DL 15.0 PSF DATE 02/01/1 7
tM10 latosc ntlltl-n of BCSI (Bulltling Compan nt Sa lacy InTorma[I on. by TPI and YlTCA) for—-cy prnccI s prl
Ca PI—Ling tM1asv lunctlons. Ins nllvrs—' pravltlo temporary bracing Par BCSI. Unless n tatl o wls
ap cM1ortl In.II M1avo PI.Purly attnahatl struct raI sh-athing nntl bottom'"I'd shall haves a PraParly o tl = BC DL 10.0 PSF DRW HCUSR408 1 703211)2
1 rlgltl evlling. Laeatl ons shown for pnrmananCula Cara. rvstraln[oT webs shell M1ava braeing Installvtlt C • _
�^ soc[lans B3. B]or 010. as appllcobis. Apply plates to oacn/nco oT-1 antl poslcl -es shown abav and a S AT 0 d ILrJI iha .slot Data n s. sole..natatl acne wise. Rarar to tlrawlnys 160A-Z rarsstananrtl Plata palltlanl. _ BC LL 0.0 PSF HC-ENG KM/WHK
A.pins, a division of ITw Building Cwep.III Group Inc. snnll not I.responsible for any tlaviatlon f�yv A.
tlrnwing, any follow-t build i-truss in conlolmanca with ANSI/TPI 1, or for h.ntlIing. shipping. S. �. • + S EQN- 816876
AN ITWCOMPANY I collation.brncing of crosses. O �� , `�� ` TOT.LD. 55.0 PSF
Ane-al on thle tlrerinp or eovar pep. Il.tlnp NI.drawing. Indleet.e eeapunea of profesalonel .ngln..rin .........• G
roapanel bil lty solely war cha tla.lgn.horn. TM1I eultabll lty end use of-1.drawing far any aeructuro Is ih �s^� „ ROM
2400 Lake Omnge Dr.,Suite 150 rvsponsl bl l i the cy of Bulldlag D-slgn-r Par ANSI/TPI 1 Soc.2. 'q J ONA1. 1p OUR.FAC. 1 .25 F RC
37 Far mar- information s tM1 Job's gonnrnl I pogo and tnaen web It,,: /""'a"t+"I"""'� PACING 24.0"
Orlando J REF- 1 VXZ408 Z 1 6
FL con FL ao 328zTa ALPINE: www.alpin-Itw.com; TPI: www.cpins[.org; WTCA; www.sbclntlusiry.com: ICC: www.lccsalo.org illiam H.Krick Lie.Number 7086 I$
• 02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL 622)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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.
(J) Hanger Support Required, by others
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
MWFRS loads based on trusses located at least 15.00 ft. pp
from roof edge. [ 9] W3X4 S 2X4111 '75
3X4
5-1 -13
6
*9-4-0
2X4III 3X4(R)[91 III
2X4(A1)
L: 2-0-0�
11-3-4 Over 2 Supports
R=864 U=148 W=8" R=611 U=181
RL=216/-116 H=H1
��pummtNug3�r��/�
Design Cr i t: FBC2014Res/TPI-2007(STD) P•..•••••,.. �j �
PLT TYP. Wave FT/RT=O%(0%D)/O(0) 15. �.i•.0 '. [�P}TY:2 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC% ILL 30 PSF
REF R408-- 22760
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •� .0
T........qulro c oma r In fa rlcating. handling. shlpping. In talling Intl bracing. Rofor t Intl .Il w; o.708 1 TC DL 15.0 PSF DATE 02/01/1 7
th. IIt--.dltlll IfrSCSII(D.Ildingbeompon.nt Salty Informl<lon, bysTPI nn WTCA) for....ty pro tIt. pre
o perlorming chos.f.nctlons. I.—III11 shall prowl I.c.mp....y b...I.gapor'CS I. Unl...not.dcIt I
tap chord shall M1lva prop.11y attach.d sir.ct.ral sh..thing Intl bottom chortl shall haul I proporly It = BC DL 10.0 PSF DRW HCUSR408 1 7032 1 63
r lgltl talling. L...tlons sM1awn for p.rmanene l.t.rll rosin lot of w.bs shill haw.braeing Insialletl po ICS : S AT O
ctI...Bg, B7 or BID, as appllcabla. Apply plats t.Inch loco of tru Ind position Is shown Ibov.a
' a L�� � tho Joint Datalls. unless noted.Ch—I.. Refer t.drawings 16OAA-Z forsstantlard plat.p.sltl.ns. �:
LLII Alp,... I division.f ITW B.Iltling Clmp....—Croup Inc. shall n t ba r.spanslbl.for..y deviation ir.mr' . A� �s�•((l� BC LL 0.0 PSF HC-ENG KM/WHK
awing. any folly.t.b.III ih.truss In conform.....—ANSI/TPI 1, or for h—di ing, shlpping, •• • t .�f
AN ITW COMPANY �nscal lltlln&braeing.f tr.aa.�. �C` ......• G��,�T TOT.LD. 55.0 PSF SEQN- 816874
A oI•I on till•drI•Ing Ir e.vdr plod lloeing"IS dr••Ing. Indle •edpt•nd•of proi•a•lon•I •nglnNrino q IUp �I
rosposlblllty sll.ly for Cho tlmlon sll.m. ThI suleeblllty end use of Chia tlrvIng for my siructurl 1•eh f 1,0NA� " DUR.FAC. 1 .25 FROM RC
2400 Lake Orange Dr.,Suite ISO r..Ponslblney If"I Out Deslg..r per ANSI/TPI 1 s...z. Hlpk�((TUI�
Orlando,FL 32837 F.r m.r. lnfarmatlln s thls J.b•s g.....I .,t,,p.g.Ind th.sa wab I—`
•C PACING 24.0" J REF- 1 VXZ408 Z1 6
FL COA NO 278 ALPINE: www.alpinoltw.com; TPI: www.ipinst.org; MCA: www.sbclnd.stry...m; ICC:www.lccs.f..org illiam H.Krick Lic.Number 70 6 I"
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - B23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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.
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.
2X4 III
3X4%
5-1 -3
6
*9-4-0
2X4(Al)= 2X4 III 3X4=
L-2-0-0-�
1-3-4 Over Continuous Support
R=131 PLF U=1 PLF W=11-3-4
�pummH
Try�Q
Design Cr i t: FBC2014Res/TPI-2007(STD) ���,�P�..•••••:. %4
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. �,i•'QS '. ��}TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAYINGI 41
••IYPoRTANi'• FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 8 � _ TIC LL 30.0 PSF REF R408-- 22761
T......raqulre e t ame e are In Ttbricneing, hontlling. shipping. Inscolling and bracing. Rafvr tt antl#.11 w• o.708 1
I__ - TIC DL 15.0 PSF DATE 02/01/1 7
no I etll clan oTrBGSI (Oull tl ing Component Safocy Inrarmncl on, by TPI and WTCA) for saftty practlet=prl rt '�'
o porform"''"*or.....
ng t o o....dons. Insta l'or'sM1all provltlo[emporary brteing par BCSI. Unlass notetl oche o
yap chard shall"h-proporly toothed seratttTel sheathing antl bottom t.rd shall have o p__rlY d • r BC DL 1 0.0 PSF
h.
1 rigid toll Ing. Locations Shawn Ter pormantne lomral ro.tralnt oT wtbs shah haeo brocing Inst.nadtp Cs : SAT O - DRW HCUSR408 17032164
�^ svetlons B3. DT- D10, as opplleth.r Apply plaits co each f16OA-Z[ru antl posltloon os shown obovt
a O tA' Jelnt Datall.. rota..nttttl ttherwi.t. Rtftr to drawing.160A-Z rtrgstantlard Plata pt.ltlan.. - BC LL 0.0 PSF HC-ENG KM/WHK
Alp ino, a divisltn of ITW 6ullding Compeno.t.Group Inc. shall n e bo rtspensibl.T any dovloelon rrem+� 1"-/ �, C
d rowing, any failure co but ltl rho truss in cenformnnco with ANSI/TPI 1, or Tor hontlling, shipping, .• `- ` aw.
AN IT"W COMPANY Instal lotion S bracing eT tr...... �' •......• G` TOT.LD. 55.0 PSF SEQN- 816872
A.e.I on thl.dr.•Ing dr cover p.po Il.ti. Th..ultab11My.nd n.a or thl.dr..Ing Tar ahy.trt�ra I.tti �'/ONAL o a
re.p II • OUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 on.Ib icy er cht 6tl 16lag Do.Igntr per ANSI/TPI 1 S«Z. amaw""Mi
Orlando,FL 32837 For mare Inrermati en. [ Ii 3eb•s g.....I n .past antl Chas.wab site.: .0 PACING 24.0" J REF- 1 VXZ408 Z1 6
FL con aD ng ALPINE: www.tlpinoltw.com; TPI: www.cpinac.org;WTCA: nw. bclntlustry.com; ILC:www.lccsnTo.org illiam H.Krick Lie.Number 70 6 N
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL C01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
- )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.o psf,
Bat chord 2x4 SP 42 Dense
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 --— --
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.
Truss passed check for 20 psf additional bottom chord live load in areas
with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase factor MWFRS loads based on trusses located at least 15.00 ft. from
for dead load is 1.50. roof edge.
2X4 III
3X4%
5X6 8-4 10
6 r—
�s-a-o
5X6= 3X6(R) III
3X4(A1)
[,-2-0-0-
16-0-14 Over 2 Support
R=1149 U=187 W=B" R=949 U=263
RL=294/-142
�„„,wI11I II I IH,NIp.]
� 4f/y4
Design Cr i t: FBC2014Res/TPI-2007(STD) �'����,,\P............ki4/%
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 1�.1'�QS �f}TY:9 FL/-/5/-/-/R/- Scale =.25"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R408-- 22762
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � p _ TC LL 30.0 PSF
Trusses requlro......a ra in fabri<aeing. M1antlling, shlpping. Ins[alling antl b acing. Rvfvr co antlall w 0.708 1 1
lata.t adltian fBCSI`(Building C.Z...nt 6afat Infar...I... by TPI and MCA rror,.rat TC DL 15.0 PSF DATE 02/01/1 7
na raln tna.a funatlan.. In.tallars snarl y �raetttas prI
co perfo g prb..Ih cv.poro ry bracing por BCSI. Unloss o vy o ha,sy I
op more-.Hall hays provarly aetatnotl.cruaepral .haatM1ing antl or . a are shall Hasa a praparly a y� = DRW HCUSR408 17032527
1 rigid cailln9. Locatlons shown far pa...n nt Iataral rastr.int of w b. hall bays bracing Installadtpul�BCs S AT O BC DL 1 0.0 PSF
�^ soctlons 63, B]or B10
as appllcablo. Apply plocos to each fvcoacr oru and posiclon as shown abovo ,�T1
a LJo 1 coo Joint Details, unless nacetl ocnerwlso. Rofor to tlraw logs 160A-Z for stantlartl platy po 11.n is
A IPIno, a diaislan of ITW Bullaing co ...ncs Group Inc. =hall n vsponslbly ror any daalatlan fra.a�' . �`` �..��+� BC LL 0.0 PSF HC-ENG GA/DF
drawing, any fallura to butte tha trn.. In...farm....with ANSI/TPlbl,ror ror hantlling, shlpping, '• , l ,,•�� �* TOT.LD. 55.0 PSF S EQN- 809910
AN ITW COMPANY In.cal Iacion&bracing or crassos. .4,..•
A.o.I on ehl.drawing or....r p,00 IIat l no th 1.draw l no, Intlle.v..e>pt.ne.of profe.I,n.l .ng Ibao R if
rosponslbll lty scloly for th.ea.lg.ah- Tha.OltablI icy old..o of thla er..ing ror any.traet.r. I.zn '4,py`S���AI. DUR.FAC. 1 .25 FROM RC
2400 Lake Orange Dr.,Suite ISO ra.pon.lbn lty of—B.IIdIng Ov.lgnor por ANSI/TPI 1 sac.2. TNCMIsM/Wffi
OrIando,FL 32837 Far mars Infar.atlan. thls Jab•l ganaral n .pogo and tha.a wab.Ito.: EF- 1 VXZ408 Zl 6
www,t
FL COA 90278 ALPINE: www.alpinolcw.co.; TPI: Pinat.or ww g: WTCA: w .sbcod try.com; I— www.iccsafo.org illiam H.Krick Lic.Number 70 61SPACING 24.0" J R
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - CO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 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.
(a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase factor JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
MIWFRS loads based on trusses located at least 15.00 ft. from [151 W2X4 S 2.25
roof edge. 2X4[15] III
5X6
6X6
(a)
(a) 7-1 3-3
6
9 4 0
5X6= 3X6(R) III
2X4(A1)
Ll-2-0-0�
L 15-0-0
16-0-14 Over 2 Support
R=1123 U=196 W=8" R=890 U=273
RL=277/-136
���ry"RIIIINIr,/I,,Iy„y
Design Cr i t: F13C2014Res/TP 1-2OO7(STD) �, \P...........
PLT TYP. Wave FT/RT=O/e(O%)/O(0) 15. i�:' IE QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
••WARN ING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 PSF REF R408-- 22763
••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE II ALLERS.bro
ema ein
Trusses requiro o[r ro In fabric.ting, h—d—g, shipping, Installing and g. R.far to a oil o.708
Rho l.tosf etlitian ofBCsl`(11.11 ng Campanont S—ty Information, by TPI antl WTCA) far a.raty PraetlCa pri L 15.0 PSF DATE 02/01/1 7
Co porforming t es.functions, Ins[allers shall pr.vid.temporary bracing par BCSI. Bnlass noted otM1
up chord snail"haves properly n tachetl struc[ur.l sM1ao[hing and bottom chord shall haves o proporly € BC DL 10.0 PSF DRW HeusRaos 17032533
r lgltl coiling. Loeaclans sM1owntlor permanent loc.rol resera int of webs shall have bracing Ins[nll.tlepCS
- L�� wccl.ns B], B]- 010, .s oppl lcth o. Apply plates dr oath f16OA-Z cru Rand post clop.s shaven pnovo 'dd1
a a Joint Odia i. unless n 111 otnarwiso. Rarer co .wings 160A-2 forss antlartl plates positions. (yl: BC LL 0.0 PSF HC-ENG GA/DF
A 1pine, a tlivision of ITW Dulltl lag Components Group Inc. 1M1n11 n c bo responsible for any tlavlatl on from' ^� .� V
drawing, any railurc co bulltl tM1c cross In canto rmanca with ANSI/TPI 1, or Tor M1andli shipping, A�. -•• it
AN ITWCOMPANY I stallation.bracing of trusses. •...,,,. ram\ .v TOT.LD. 55.0 PSF SEQN- 809908
Ansel on ehle drvinp or eov.r Pepe Iletlnp chi.d—ing. Indleecee e,—p.... oT proTeselonel mpin.erinp n n�f l eye`V
r.aponelblllCy s.1.ly for tho tlm lgn sham. Th.sulCabllley end uses oT thle dre.ing Tar eny atructuro le th �u�IJ 1Y AT -^�\1
2400 Lake Omnge Dr.,Suite 1SO r..jan Iblllty or v,a B.IIEI.g D.sign.r par ANSI/TPI 1 Sx.z. �hrykr�h„��M111► DUR.FAC. 1.25 FROM RC
0"111D,FL '2'If F.r m.r. Informati..- this J.b•s ge.ar.l n s p.g...d thaw web sits: PACING 24.0" J REF- 1 VXZ408_Z1 6
FLCOA k0278 ALPINE: vm^w.alpinoitw.com; TPI: ww^w.cpinsc.org; WTCA: ..sbclndustry.com; ICC: www.lccsolo.org illiam H.Krick Lie.Number 70 61S
A2 01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - CO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC--DL=4.0 psf,
- - ------------ _ -- -
op 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.
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
MWFRS loads based on trusses located at least 15.00 ft. from factor for dead load is 1.50.
roof edge.
5X6= 2X4III
5X6
6-1 -3
6
9-4-0
2X4 A1)
5X6= 3X6(R) III
(
�2-0-0-BJ
I 13-0-0 I 3-0-14 I
16-0-14 Over 2 Supportt.
R=1124 U=215 W=8" R=891 U=288
RL=244/-125
pv��1„{IRIIH N4ijr'q
Design Cr i t: FBC2014Res/TPI-2007(STD) �Q`••.....;•
PLT TYP. Wave FT/RT=O% O% /0 0 Z•:' R�'�`
( ) ( ) 15. Q,TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
-WARNING[- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ REF R408-- 22764
"INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. sT j p TC LL 30.0 PSF
Trussas roqui ra a c amp nra In fabricating, handling, sh ipping, In Calling and bracing. Rorar t e tl oil :� Q.lop 1
tho I__edition orr0L51`(Dulltling Component Sofdty Informnclan, bysTPl and WTCAJ for snfpty pracelca�prl 1. - TIC DL 15.0 PSF DATE 02/01/1 7
v perld rm ing theses runeclons. Inscnllars snail provld.cnmporpry br.eing par SCSI. Unloss no cad oth
tap c..rd shnll haves properly dccnchad struccur•I shoath ing and bottom chord sh.11 hnva n proparly a C
rigid tailing. Locations shown for parmanant Intarnl ros[relnt or wabs sM1all M1avv brocing In— I.d`p CS � t BC DL 10.0 PSF DRW HCUSR408 17032534
- ��� sections Da• gT or—1 os o plicabld. Apply pintas co— 1160A-Z tar sc ntl posieion ns shown vbovo • S AT O
[ha Joint Dd11—:, unless n.1I ocharwisd. .O G eo drawings 160A-Z fr pndard pinta padltlans. ; BC LL 0.0 PSF HC-ENG GA/DF
Alpina, a tllvislan of ITW guiltling Components Group Inc. sM1 I n c ba rasponslbla Tor nny Eovinelon from •(`�
.'� ' .! A a
tl rn_1 any&allure co build tha cross In canformnncc with ANSI/TPI 1, or for M1andling, sh ipping. e `�C TOT.LD. 55.0 PSF
AN ITWCOMPANY inscnl lotion S bracing or crussas. � ••.r,,.r.••U', SEQN- 809903
A so•I on thl•tlnwlnp or eovvr p•g• I let ing NI•tlrewing, Indlut•••capbnee of proT•eelonel mpin..rinp �`I'��• ` ry
rvsponaibl lIty solely far[ha Cosign mown. Th.111-1 1lty end ueo If this dewing Tor eny eeructury 6'/ON Ay r�\\
2400 Lake Orange Dr.,Suite l50 rosponslblllty or Hies Building Doslgnar per ANSI/TPI 1 Soc.2. 'yhp+prI�h17�� BUR.FAC. 1 .25 FROM RC
Orlando,FL 11111 per mores Inrarmaclan a chla/ae•d ganaral n s p.go and Chases wab eitns: PACING 24.0" J REF- 1 VXZ408_Z1 6
FL COA N0278 ALPINE: www.vlpinalcw.com; TPI: www.cpinst.erg; WTLq: www.sbcintluscry.tom; ICC: www.lccsala.org illiam H.Krick Lie.Number 70 6 IS
02 O1 2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 psf,
Top chord x4 - P #2 Dense Bot chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 - - -
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.
Bottom chord checked for 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
MWFRS loads based on trusses located at least 7.50 ft. from factor for dead load is 1.50.
roof edge.
5X6= 2X4 III
2 X 4
5-1)-3
6 F__
Li +9-4-0
3X4=
2X4(A1 = 3X6(R) III
�2-0-0�
L 11-0-0 I 4-11-4 I
EEE 15-11-4 Over 2 Support
-- R=1116 U=371 W=8" R=883 U=373 W=3.25" — -- _—
RL=317/-114
Design Cr i t: FBC2014Res/TPI-2007(STD) �P•,..H;•!�,4`'.,4
PLT TYP. Wave FT/RT=O/g(O%)/O(0) 15. 4TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft:
•*WARN INGI•• READ AND FOLLOWALL NOTES ON THIS DRAWING] g TC LL 30.0 PSF REF R408-- 22765
"IMPORTANT'• FURNISH THIS DRAPING TOOALL CONTRACTORS INCLUDINNG THE INSTALLERS.
Trusses raqulre m c emo I'll
In Tebrlcnting, M1endling, shlppl"0, Installing and bracing. Rofvr to a tl oil Q,708 1 DATE 02/01/1 7
tho lutes[mdltlon orrBC51 iBullning Component Sufoty 1-1-1 mvtlon, by TPI and WTCA) fur sa iury proccicoprl q " TC DL 15.0 PSF
o pe rfo rming thvsv runctlens. Inscnl rs sM1all provide tomporu ry erucing per BCSI. Unloss netvtl och
Cop chord shall heed properly a CCeched'structurn l sM1dbthing end bottom chore shell have a properly s _
r 191tl eel l Ing. Loev[Ions shown for po rmnnent Iutorel restruln[of webs shun M1ove bracing Instal ledtpo BGS BC DL 10.0 PSF DRW HCUSR408 17032550
- ��� ectlans Bg. DT or B10, us o pllceblo. Apply pietas to each f160A-Z tru —ddpodsitluon es shownsdbevde 'o S P1T O s•�
d ��—' [hu Joint Dotulls. unless n tad othe wise. RoTcr to drnvings i60A-2 rorss d r Plato posielon j BC LL 0.0 PSF HC-ENG GA/DF
A 1pind, a tllvislon of ITW Building Components Group Inc. shall t be rvspa ible T any Covietlmn Tram h �A`� •�•G�c
nw ing. any Tel lure co buiId the truss In coot......rIth ANSI/TPI 1, or(or handling, shipping, A • . • v
AN ITW COMPANY Insisl latlon&brucing mf trusses. /sic -....,�• \� TOT.LD. 55.0 PSF SEQN- 809899
A sosl on thls drs.ing or c .r psgs Illting Vils drs.Ing. Indicstss semptsne.oT profssslonsI-ipin—Ing S (� ` ry
rospons l bl l lty solely—tho da lgn shorn. Thv sultublllty and use oT thls drs.lny Tor sny structure 1.th %/r ONA4
24(Xl Lake Orange Dr.,Suite 150 rusponslbl l lty or the Bullding Dvslgner per ANSI/TPI 1 Svc.2. �n/p 1010 OUR.FAC. 1.25 FROM RC
Orlando FL 32837 For more Information s this Job's genorel s pugo and those web sl Cos:
ee nete 1 CCS.T .rR illiam H.Krick Lie.Number 70861SPAC I NG 24.0" J REF- 1 VXZ408_Zl 6
FL COA 90278 ALPINE: www.dlpinoltw.cdm; TPI: www.cpinst.erg; WTCA: www.sbclnausuy.com: IGG:
Q2 O1 2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C05 )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
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.
6X8= 2X4 III
2X4---- (a)
4-1)-3
6 F_
F Li 9-4-0
3X4=
3X4(Al = 3X6(R) III
�2-0-0-->J
I, 9-0-0 I 6-11-4 I
15-11-4 Over 2 Support
R=1116 U=387 W=8" R=883 U=358 W=3.25"
RL=268/-103
\���tlllliglllrlrl]JljJJ4
Design Crit: FBC2014Res/TPI-2007(STD) H '
PLT TYP. Wave FT/RT=O% O% /0 0 15 E�� 3p' e• •• k�/r�'
( ) ( ) QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAAINGI . TC LL 30.0 PSF REF R408-- 22766
"IMPORTANT" FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
T r,ssos raqul ry v t em. ar. In labricating. M1ondling, shlpping. Ins[alling antl bracing. Rerer[..nd�oll 0.708 1 s
cM10 latost ctliclon olrBC51`CBulltling C.mponone S-ty Information, by TPI one WTCA) for sofocy pract1c4 pri s TC DL 15.0 PSF DATE 02/0 1/1 7
o p.rrorming f esc luncf Ions. Installers shall pr.v [emporary bracing por BCSI. Unloss no[ed e<h�rviso r _
top_1d s—I I,—propor ly,[ta chatl structural sheathing antl bo[[.m c.rd shall have a properly att
� r1g.dg.
Lo atlons shown ror parmanane lateral restraint.f webs shall Nava bracing InstalldpBdCs: _E BC DL 10.0 PSF DRW HCUSR408 17032546
. i.1 B3. B]ar`u10, os^oppllcablo. ApPIY Pla[as fo vecM1 Tec.o-Z for, [and position.s shown oboe. c i• S AT 0 the Uelnt Datalls, nlass tatl athe rw isa. Rvlar to drawings 160A-Z far=z antlartl plate Paaltlan=. • '(/�= BC LL 0.0 PSF HC-ENG GA/DF
Alpine, a tlIv I.n of ITW Bullding C.mponenis Group Inc. shall n osponslbly ror any tlovlaclon frame �•�� �•f.�r�•
tl rowing. any fail...fo bull.!ho truss In c.nT.rmonc.with ANSI/TPI"1,ror far handling, shlpping, o� . we•�` V TOT.LD. 55.0 PSF S EQN- 809895
AN ITW COMPANY Insca nation&bracing or cr,ases. e, • eT
A noel on this d mw or cover pegs Ilsting thle dreeing. Indlcetee a ptrd..oT profeeelom lrmg lneerinp
rosponslblllty sol.ly for tho dmlgn shown. Tho nulteblllty end usb oT thla dreeing for eery ei ore le N A \
2400 Lake Orange Dr.,Suite 150 rosponslbl llty.f=Bullding Ds!goer par ANSI'4PI 1 S.e.2. ;* ' ` DLIR.FAC. 1.25 FROM RC
Orlando,FL 32837 Far mar. Informaflen s tM1 3eb's general n s pogo and!bean web sl[es:FL COA 90278 ALPINE: www.olpinoltw.com: TPI: www.cpinsc.org; WTCA: www.sbelndusery.tom; ICC: wvw.lccsa fa..rg William H.Krick Lic.Number 70 6 ISPACING 24.0" J REF- 1 VXZ408_Z 1 6
;2/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C06)
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 94 plf at -2.00 to 94 plf at 7.00
Bot chord 2x4 SP #2 Dense TC- From 47 pif at 7.00 to 47 plf at 15.94 - -- - -
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 pif at 0.00 to 20 plf at 7.04
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 7.04 to 10 plf at 15.94
TC- 422.24 lb Conc. Load at 7.04
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- 271.15 lb Conc. Load at 9.09,11.09,13.09,15.09
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, BC- 471.69 lb Conc. Load at 7.04
wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 130.35 Ib Conc. Load at 9.09,11.09,13.09,15.09
Wind loads and reactions based on MWFRS. 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 W3X10 3.50 R 1.25
[121 W4X6 2.50 R 2.25
6X6= 2X4 III 4X6[121=
3-1 -3
6 F__
2X4III 3X10[111=
+9-4-0
3X6 Al)( = 3X6 III
Lz-2-0-0-�
7-0-0 I 8-11-4
5-11-4 Over 2 Supports
- - R=1868 U=803 W=8" R=2125 U=894 W=3.25"
.J\��p�nf1111N tgy�
-2007(STD) � .,,,,,•Design Crit: FBC2014Res/TPI f`
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 3�•.' �� TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] . TC LL 30.0 PSF REF R408-- 22767
••IM INSTALLERS. TIC FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALL .
Trusses r.qulro o ....c r. In fabrleating. hantlling, shipping, inscalling nntl neing. Rotor t and8foll M O 708 1
th. latest atlitlon oT BCSI (Balltll.e Compnnant Safety InTormnci.n, by TPI nntl MCAirfar safety Pru tic, pri ` TC DL 15.0 PSF DATE 02/01/1 7
o..........thos.funccl ons. Installs,lhlll provltl.t.mp.,ary brocing par BCSI. Unless noc. thCCC��� 1 • -
tap chortl shall h.-properly ntt.ch.tl structural sh.athing nntl bottom cho,tl shall I,-o prop.,ly. h
,Igltl c.11ing. L..tl.ns shown Tar p.......t I.tar.l rcatrolnt of w.bs shnI, hnvo brocing Install Id p BCS 1 _E BC DL 10.0 PSF DRW HCUSR408 17032165
sections BD B]or`B10, os npplleth Apply places co.leg Tacvoof t nntl p.sl tlon ns shown nbova tl o S AT O -
Q tM1a Joint -II unl.ss notetl ochcrwls.. Rofvr co tlrnwings 160A-Z Tor.tantlartl p1n[n pn.itlnns. ; : = BC LL 0.0 PSF HC-ENG KM/WHK
A 1pinc. a tlivislon of ITW Dulltling Compon s Group Inc. shell n c bo responslblo for ony tlevlaclon fr.� ��� f��
• tlrawino any lnilure ev bulltl Uc eruss Inoeonformaneo with ANSI/TPI 1, or for hantlling, shipping,
AN ITWCOMPANY installaclon&bracing of tra=s.s. �� . .•'G� TOT.LD. 55.0 PSF SEQN- 816962
A...1 on tbl,tlr..ing or co-r PAgw Ilsting"I.tlr-IrIg, Intlle.b.•ee.pt•ne,of prof...lon.l ui01n•srinp S
rosponslbllley solely for iho tlmlgn sho.n. TA.sultablI Ity.ntl-of this tlr..ing far any /ONA�,G \\
2400 Lake Orange Dr.,Suite 150 ,osonsibl l lty of th.Bulltling Doslgn.r por Al1 Svc.Z. �frf Mlip'
OUR.FAC. 1.25 FROM RC
p
Orlando,FL 32837 For m.r. Inform.tlon s tb is,job's g...ra1 n s p.go antl th.so web sit : IS PAC 24.0" J REF- 1 VXZ408_Z1 6
FL COA 90278 ALPINE: .-1pinol cw,com: TPI: .-pinst.org; NTCA: www h,I,,tlustry.com; ICC: www.1....fv..rg illiam H.Krick Lie.Number 7086N
02/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C07 )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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.
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 15.00 ft. from
roof edge.
5X6=— 2X4III
6X6
(a)
7- -7
6 F—
+9-4-0
6X6= 3X6(R) III
2X4(A1)
L-2-0-0-J
I, 14-4-8
16-0-14 Over 2 Support
- - R=1124 U=201 W=8" R=891 U=277
RL=266/-132
��p1 O n I l I I g11I rrrrgh'i
Design Cr i t: FBC2014Res/TP I-2007(STD) Ica \\ H;
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 L y.' TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] y3 .• TC ILL 30.0 PSF REF R408-- 22768
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p
Trusses require c t emo r In rnbrieaeing, handling, shipping. In enliing.nd braeing. Refer t andW=foll bt 10 708 1
[h. I.tese.dlti.n oirBC51`(Oullding Compvnvnt Snf.ty Inrormneion. bysTPi and WTCA) for snfaty praetle3 o,I _ TC DL 15.0 PSF DATE 02/01/1 7
o p.rrorming chose functions, Instal l.rs shall provldo temporary braeing por OCSI. U...—noted oth�wlpo
Cop ch.10 sr.II M1—prop.rly.[__d structural sheathing and bottom ch.,d shall havo n prop.,ly a h i
r lg ltl call lag. Loc.[ions shown for p.......[ lat.ra1 ,.sera lnY.f w.bs shall hnv.braeing Install.d`11 .. BC DIL 10.D PSF DRW HCUSR408 17032539
�� tact Tans B3. D]or B10, as o pllcnbl.. Apply pl.t.s to..ch fnc.Aof[ru C nd p.sl tl.n as shown abovo tl a :• C AZ O
a the Joint D.[nlls, unl.ss n t.tl.thc,wls.. Rnfnr to tlrawings i60A-2 r.,ss and.rtl plat.positions. \7 /1 : BC LL 0.0 PSF HC-ENG GA/DF
q 1pin., a division of ITW Bulltling Comp.n.nis Group Ine. shall n t Do rvsponslbl.for any d.vlatl.n fro4 !.
- awing. any Tallur.[.Ill Id
CM1c[rats In conformanc.with ANSI/TPI ,. .r for handling. shipping. TOT.LD. 5 5.0 PSF
AN ITW COMPANY Inttni lotion A bracing If t,att.t. •fit(` • .�,,..•••••[_��\:c SEQN- 809912
A eoel on thl•drvinp or eovor pe go Ileting th],d—Wing, Indlestee•emptenee of prof•.elonelr Mp ln.•rinp V.,r'
r.sp.nslblllty solely Tor ih.tl.slgn sheen. Th.su ltablllty v"d use oT this d—Ing Tor eny ec r. Is th I \\
2400 Lake Orange Dr.,Suite 150 r.sp.nsl bl llty of th.BuIIdIng DatIg..r por ANSI X: , S.c,z. j M1�j11`�t0.`� DUR.FAC. 1.25 FROM RC
Orlando,FL 32837 F.,mi^an ll[nwf com'.t Topnl so t`lt,Job•t gan.r.I n s pogo.nd thos.web tit.t: PACING 24.0" JREF- 1VXZ408_Z16
FL COA 90278 ALPINE: www.alp pinst,org; WrCA: www,sbclndustry.com: ICC: www.lccsafo..rg illiam H.Krick Lie.Number 7096 i$
02/01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - COS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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.
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. These hangers and support conditions used at bearings indicated.
Q = Simpson
= (J) Hanger not calculated
5X6= 2X4 III
Li
5X6
6- -7
6
9-4-0
2X4(Al = 5X6= 3X6(R) III
2-0-0�j
1_ 12-4-8 I 3-8-6 I
LE 16-0-14 Over 2 Support
- R=1124 U=361 W=8" R=891 U=387 --
RL=351/-121 H=Hi
��unudmaunnrri
Design Crit: FBC2014Res/TPI-2007(STD) 1 H. ���"
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ,$¢' •• J6 TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI"INPOWTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �• `� TIC ILL 30.0 PSF REF R408-- 22769
.Tru roqulre. emu a ra In fabrieaeing. hantlling, shipping. Installing and bracing. Rofor[ a� T.11 d' o.7pg 1 TC DL 15.0 PSF DATE 02/0 1/1 7
d ltlon orrDCSI (Building Compon nc Sa T.ty Inrormoclon. by TPI antl WTCA) Tor--y pro tI rl
[aeperfo r.l ng char.ru tlon- Inscallcrs"M1 II provldo temporary bracing par BCS1, Unless no[edcoth0l-P'� I
op-.rd shall Lava properly attach.d sVuct ral shoathing end butt..chord shall haves a properly tt H'� ' ° BC DL 1 0.0 PSF
rigid c.11ing. Locoelons shown ror p.rman.nculatnral raseralnt or webs shall haves bracing Installed p CS
� • = DRW HCUSR408 17032537
- d L�� Cryctlanas B3. B]or u10, as aoppllc.bl c. Apply placos to.ocM1 Tacaoa![ru Cand post tlon as shown abovo d o
c J.Int D.—II mess n t.d atn.rwis.. R.Tar to drawings 16DA-Z r.rss andard pl.t.P.sitl.ns. S 8 AT O // BC LL 0.0 PSF HC-ENG GA/DF
Arpin division oT ITW Building C..ponents Group Inc. shall n t be r.sp...ibl.for any d.vi.tlon Trott[ •�,V�Car
awing, any fnllure to build tha truss in conlor.anco with ANSI/TPI 1, or for handling, s pping, /�W� 1 `/
AN ITWCOMPANY installation 8 bracing.f trusses. 1 ••' �* TOT.LD. 55.0 PSF SEQN- 809917
A sosl on Lhls tlry ing or eovor page IIstIng this ors,ing, Intl l cats•sccap—e of profs,:l...I snginssring ••�"•�
rvspona., ty solely Tor the d.elgn shorn. The sultablllty end use of chin drs�ing Ter eby etrueterg le eh i S
osponslblll[y.f=0.11 di.g Oosign.r par ANSI/TPI 1 Se..2. ' ��AL [� DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 e11lMIW�
Orlando,FL 32837 F.r..r. Informati.n s this 3.b•,a...ral n e p.g.end thee.web sl t.e:FL COA 90278 ALPINE: www.alpinoitw.com: TPI: www,tpinsc..rg: WTCA: www.sbclndustry.c..: [CC: wwx.l<csaTo.org illiam H.Krick Lic.Number 70 6 1SPACING 24.0" J REF- 1 VXZ408 Z 1 6
i. 0'2/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C09 )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC D_L=4.0 psf,
- Top chord 2x4-SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 -
Bat 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.
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. from factor for dead load is 1.50.
roof edge.
6X6= 2X4 III
2X4:
5- -7
6 �
9-4-0
3X4(Al = 5X6= 3X6(R) III
L-2-0-0— J
I_ 10-4-8 _I 5-8-6 _I
�E 16-0-14 Over 2 Supports 'I
R=1124 U=379 W=811 R=891 U=370
RL=302/-111
Design Cr i t: FBC2014Res/TPI-2007(STD) ` 1'j��� H•
PLT TYP. Wave FT/RT=O%D(O%)/O(0) 15 `��° e " 3`-e TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
—WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINOI f' TIC LL 30.0 PSF REF R408-- 227 70
"IMPORTANT" FURNI SO THIS DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
I
Truss.s r_....t am. r. In tabrl...... hantlling, shipping, inst.11ing antl acing. R.f.r t. =fall o,708 TC DL 1 5.0 PSF DATE 02/01/1 7
tM1. latest atlielon.rrOCSle(Bulltling C.mp.nenc Sa lacy Inf.rmacian, by TPI and WTCA)rf.r s.f.cy praeele�prl
°p.rf.rming tnos.ru nctl.ns. Install.rs sM1a11 provld.camp.rnry bracing per SCSI. Unless n.[nd
cop chord sh.11 M1ay.properly_....d s[ruc[ral sha°ching antl bottom chord shall haves.pr.p.rly I*
r lg I e.I l leg. L.-1.ns drawn%or p.rmanenculntera l resern lee.f webs—I I h.—brpeing I.—1 Ind p OCS' z BC DL 10.0 PSF DRW HCUSR408 17032530
w ��� sacclann Og, OT.. B^O.sss^appll.nbla. Apply pincns to aIng f160A-Z tr...C nd posi[I.n ps shown nbov. d v t S AT 0 ,
Q ell. ip 0d,a s. u Ic cod ocherwis.. Rofar[. 1... gs 16— fares—lbl pl.t.p.aitlans. t /�� BC LL 0.0 PSF HC-ENG GA/DF
A lying, .0
tllvi s ion of ITW Id Id leg—PI nents Group Inc. shell n c b1 r.sp.nslble far any tlavlatl.n fr.ti[ �/ 1 e1�•C(/`VC
drawing. any&allures t.builtl[hc truss In conformance wl[h ANSIRPI ,, .r far hantlling, snipping. ee { ,. �/ TOT.LD. 55.0 PSF SEQN- 809919
AN IT'W COMPANY Inscnl lauon&bracing.r cr.zzap. /C . .., �j�
A,seI on this drving.r cover pope 1I:ting this dr—Ing. Indlc,t„—pt,nte oT profeeelonalr KpinNr Ing �(� "
r.sp.nslbllley_1sly for en.dpslgn eh.sn. I suleablllty antl um f thl¢d—Ing Tor eny st urn la eh / SS��NA��N 1
2a00 Lake Orange Dr.,Suite l50 rasp°nsl b1llcy.T t11.Bul IdIng Doslgn..per ANSI/TPI 1 S.c.2. tyrT IW��,N` DUR.FAC. 1 .25 FROM RC
Orlando,FL 32837 Far mar. 1-.rmaclan p tnIs 3......n.ral n s p.,.and tn...w.b situp: PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA 90278 ALPINE: www.alpinoltw.c.m; TPI: wnw.tpinst.arg; VITCA: www.sb.indu ry.com: ICC: www.iccsafa..rg illiam H.Krick Lie.Number 70 61$
• C2/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TIC DL=4.0 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. Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
MWFRS loads based on trusses located at least 7.50 ft. from factor for dead load is 1.50.
roof edge.
4X4= 3X4= 2X4 III
2X4�
4- -7
6 F
+9-4-0
3X4(A1 = 5X10= 3X6(R) III
L,----2-0-0--J
L_ 8-4-8 I 7-8-6 I
�E 16-0-14 Over 2 Support
R=1124 U=395 W=8" R=891 U=357 - - —- ---
RL=253/-100
��`�;�1uOlHlnrn�rr�r'
Design Crit: FBC2014Res/TPI-2OO7(STD) \`�'
PLT TYP. Wave FT/RT=O°/D(0°/B)/O(0) 15 3 1� R/ TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft.
**WARNING[** READ AND FOLLOW ALL NOTES ON THIS DRAWING] y1T a TC LL 30.0 PSF
"IN RN PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 22771
Trusses requlro-rroma c ry In fabricating, M1antlling, snipping, Installing ontl racing. Rofor t =Tall o.708 1 ` TIC DL 1 5.0 PSF DATE 02/01/1 7
oho totasc etli clan or
BCSI (Oullding Component Sarocy Informa[lon, by TPI ontl WTCA) for sa R'c proccic prl e x
shall o por Torming c"eso functions. Ins[nllors provlda temporary br-cing nor BCSI. Unless noted athX- ' _
cop chord snag II,-properly attached structural shoathing ontl bottom chord shall have a praparly-tt BC DL 10.0 PSF DRW HCUSR408 17032538
rigid calling. Loc-clans shown for pormanon[ Iota rol ras<ra lnt o!robs sho I havc br-cing Ins I,d p BCS • S
I r. �� sections 03, B]Sr 610, as oopplicoabla, Apply'Into--ctloacoc9 taco of cru tend,d pl lono Ps shown above d o •s S AT 0
IILII� one J... °ecall unless n.II en w1-n. Rarer t wIn s 16OA-2 rare-andard I t a-I tl an-. A �2 BC LL 0.0 PSF HIC-ENG GA/DF
Alpine, -dl vision or ITW Id 1h ng Components Group Inc. shall not bo rosponsibl-!or any Oppl-tl on fro tit j1"��/ •r•('WC
drawing, any lalluro to bulltl[ho truss In conformoncc with ANSI/TPI 1, or for hantlling, sM1lpping, R,
AN ITW COMPANY Instal l-clon 8 bracing ar cru-se-. /C` .... I ..•G���, TOT.LD. 55.0 PSF SEQN- 809921
A noel on this Crewing or—or pego IIstIng this dnring, Indlcetos—ptmte of profess lonel engineer.1 g r"•r
responslbll lty scloly Tor tho doslgn shoes. Tho sulteblllty end us-of"ls Ere ing fur eny etructuro Is th it
y- gner par ANSI/TPI a S-2. �ps NA E�,,N" DUR.FAC. 1.2 5 FROM RC
2400 Lake Orange Dr.,Suite ISO --Pon-lbnrc rcn-eel ming De-I •TM
Orlando,FL 32837 For mare InfermatI-n- thI-Job's general n -peg-and the--web-Ito-:FL COA NO278 ALPINE: TPI: WTCA: lee: PACING 24.0" J REF- 1 VXZ408 Z 1 6
www.alpin-Icw.com; wvw.cpinsc.org: www.sbclntluscry.com; www.lccsaro,org illiam H.Krick Lic.Number 70 6 1S —
OR/O 1/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL C12 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 - 94 plf-at -2.00-to 94 plf at-- 5-00 - -
Bot chord 2x4 SP #2 Dense TC- From 47 plf at 5.00 to 47 plf at 6.50
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 BC- From 10 plf at 5.03 to 10 plf at 6.50
ALSC TC- 280.08 lb Conc. Load at 5.03
TC- 179.73 lb Conc. Load at 6.25
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 212.15 lb Conc. Load at 5.03
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC BC- 88.60 lb Conc. Load at 6.25
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.
Right end vertical not exposed to wind pressure.
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
[131 W3X4 S 2.75
5X6= 2X4 III
Li
2-10-3
11-1-0
2X4 III 7
2X4"(Al = 3X4(R)[131 III
�2-0-0-->J
1_ 5-0-0 _I. 1-6-0 _I
6-6-0 Over 2 Support
R=715 U=319 W=8" R=889 U=386 W=4"
Design Cr i t: FBC2014Res/TPI-2007(STD) QX\1�•'Q�1........`Sr I�mD
PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. Q�y fTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNING••• BEAU AND FOLLOW TO ALL NOTES ON THIS INCLUDING
NGI TC LL 30.0 PSF REF R408-- 22772
"IYPoRTANT•' FNRNISH TIES DRAWING TO ALL COTESOORS INCLDOING THE INSTALLERS. ,Z.
Tr"es.,r,q"lr,.t.mo r. In fabrie.ting, h.noling, shlpping. Installing.nd bracing. No-to I. .11 w; o.708 1 - TC DL 15.0 PSF DATE 02/01/1 7
ho e.lel.n ofrBCSle(Bulldl ng Compon nt So Ivey •.format,on, by TPI ono WiCA) for safety proct- p I r•
o pvrformino thos.£unctions. Installers shall provitlo tvmporo ry brae Ing par SCSI. Unless note.oth. I j
cop chord shall h.v.pr.p.rly actoch.d str..t r.l sheathing and butt m chord shall hoe.a prop.rly oe .sqy • = BC DL 10.0 PSF DRW HCUSR408 17032fJ21 r laid coiling. Locatlanx sM1.wn for pvrmonvneu laic.., res[r.ln[or webs s 11 hay.bracing Installed pv CS : S AT O
• ��� socclans Oa, B]or Jo pp '
as.ppllcabl.. Apply plates to oacM1 faceaof eru antl pasltlan as sM1own above „,ltltl09���,III111
d he Jelnt D.t.lIS, unlese natal.tM1ert iso. R.r.r to dr.wings 160A-2£orest.nd.rd plat.p.sltl.ns. � BC LL 0.0 PSF HC-ENG GA/DF
Alpine, a tlivlsion or ITW BuiltlinI Components Grvup Inc. shall n t b.r.spansibl.£or any d.-tion from ��••/ .{�
drawing, any.allure t.build the trace In e.......
I..wit„ANSIRPI I. or for han.ling• shlpping. TOT.LD. 55.0 PSF
AN ITW COMPANY Inscanaclon&br..i.g or er.sses. �(C '••..,.•••�• V` SEQN- 809805
A cool on[MI dr..ing or cover pogo 11:ting th 1.drawing, Indle.te..eupt.Its of prof.•.,on.l .tug l n..ring a
...panel blllty e.l.ly far the d.elgn eha.n. Th.eplc.blllty and.ea.f thl.dr..ing for.ny etr r. 1.t„ OUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 resp...muity of n,.en Nrpgl dding Daeign.r p.r ANSI/TPI 1 So..2. Mp{gTrt
Orlando,FL 32837 For m.r. In(..mono.s this Job's gon.ral n s page and th.s.web www.al eit.e: .0 PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA 90278 ALPINE: pin.icw,com: TPI: www.tPl t..rq; WTCA: www. bclnoustry.com: ICC: www.lccsa£..org illiam H.Krick Lie.Number 70 6 N
( 15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL C13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
- )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 11, EXP C, wind TIC DL=4.0 psf, wind BC
Top chord 2x4 SP #2 Dense_ - 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.
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
[ 9] W2X4 S 2.50 MWFRS loads based on trusses located at least 7.50 ft. from
roof edge.
2X4 III
3- -3
6
• �11-1-0
2X4(A1)
2X4[9] III
6-6-0 Over 2 Support -
" R=600 U=190 W=8" R=327 U=156 W=4"
RL=207/-89
�`��",nntbafhhpTf�tr •
Design Cr i t: FBC2014Res/TPI-2007(STD) .•°����,,�Pl.....e•H:,kiQ�'%
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. �3•'%Q� �P}�Y:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
"WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 4 REF R408-- 22773
'•IYPURIANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 8 : �J p + _ TIC LL 30.0 PSF
Tru s rogplro a erne r in(abri eating, „nntlling. shipping. In-ling.ntl clog. Rof r and'all Q.(00 1
t„a I t atliti.n`ofrBGBI`(Dulltli.g Dampanant S.faty Inf.rm.tl.n, by TPI a d WTCA,r� .ty praccicos pre �' - TC DL 15.0 PSF DATE 02/01/1 7
t.performing.has.funs...... I.........shall p-11d,eemporery bracing par Best. `Unless noted oche *
.F.M1.rtl s„al l I,-properly attarhad str..t... ..theng and butt m Chard,„al l „.—a prop.rl • BC DL 10.0 PSF DRW HeusRaos 17032545
1 rig 1d col ling. Locations shown for par..nantulsoral res[ra lot of webs shall Novo bracing Instellotltpo `CS : S AT O '
�, th,J.
oD 07 or 010, as aappllc.bla. gpply platers co oat' f.coof Zru contl posplat,Pas sM1oown ebay.0 /.�
a IILI�I IIL���r� c JainC Dotalls. mass n cod ocherwiso. Rotor[o draw In s 160A-Z forss antler rd iota slelons. G` '
Alpena. division.f ITW Dullding Companancs Group Ina. sM1a11 "It ba asponslble far any d-loci.. I.
' . /�� •,.���+� BC LL 0.0 PSF HC-ENG GA/DF
drawing, any failpra co build Cher truss in...forma...wI t1 ANSI/TPI '.ror for„antlling. shlppl,g, ••
AN ITWCOMPANY installetian a bracing of trusza.. �� '(1 ••..,.�•••w`�y� TOT.LD. 55.0 PSF SEQN- 809891
A se.l on thle ere•In0.r cov.r Repo leering T I.drawing, Indlc. eemptan—bT prof...l.nel f0 pI/,\ ,�
rospons lbelley solely for the tlmlgn shorn. Tho sulcablllty and user of thle drawingTor any airueturo'IenN ♦4 tY Fl l..
2400 Lake Orange Dr.,Suite ISO rs....lnduty Df".D. ding Doslgnar p.r Axsl/ml T 5..2. '�f�11p Ippa+MtN DUR.FAC. 1.25
FROM RC
Orlando FL 32837 For mar. enf.rmatl.,s thl,Jobs g.n.r.l s pogo and Chas.w.b
ww alto,: .0 PACING 24.0" J REF- 1 VXZ408 Z1 6
FL con 90278 ALPINE: —pin.l tw.com; TPI: www.cpinst.org: WTCA: www.sbcintlustry.com; ICC: ..I....It..rg William H.Krick Lic.Number 70 6 N
( 15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — C14 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 - 94 plf at -2.00-to 94 plf-at - 1-:79 -—
Bet chord 2x6 SP #2 :132 2x4 SP #2 Dense: TC- From 94 plf at 1.79 to 94 plf at 6.00
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 5.58
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 5.58 to 20 plf at 6.00
TC- 3.24 lb Conc. Load at 1.79
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 27.16 lb Conc. Load at 1.79
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf.
GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS.
(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
LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. factor for dead load is 1.50.
INCLUDING A LATERAL BRACE AT CHORD ENDS.
2X4 III
4X6= 3X4=
Li
s �
11-1-0
2X4111 2-1 -15
2X4(Al)= 2X4 III - -0
B2 9-4-0
2X4 III 2X4 III
�2-0-OL--1-a-0-�J
1-9-8 4-2-8
1-9-8 3-9-8 _5_
6-0-0 Over 2 Support
R=744 U=399 W=8" R=226 U=52
H=H1
.K�P (Tnnuuupgfr]!�y,
Design Cr i t: FBC2014Res/TPI-2007(STD) e,��,,X .a.,.••H:
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. Y:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW]NGI - TC LL 30.0 PSF REF R408-- 22774
•'INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tra....r.galr..erem..nr In l.bric.cing, hantlling, shlpping. I.stalll.g and brneing. RoTort n.tl, .11 0.708 1 ' - TC DL 15.0 PSF DATE 02/0 1/1 7
the Intesc ndicion or SCSI (Bulltling Co......c Snfocy Inrormatl.n, by TPI and WTCA) for safety pra--c prl r•
o performing c oso funcelons. Instnllors..... pro.Id....p.rary brneing per BCS I. On,...n.tvd at".
cop chord."ellbM1lvo praporly ntt.lhld --- --thing--thing Intl boceom chord shall have v praporly.e • Z BC DL 1 0.0 PSF
rigid eau Ingo Locacl.n.,"awn r.r parm....tul.tnrnl ra.trnint nr web..h.l I "a.a br..ing in.taned Po ecs ; SAT O DRW HCUSR408 17032526
. L�� steel...B13 1 Sr...• sno Pilcable, Apply pilcns co oae9 foe oof eru tnntl pasPtlo'n Po s"awn Iba..^
Q c"v J.Inc a-call 1. catl—berwls.. Rofor to drnwln s—of tors. da rd loco sl elons. fw a
Alpine, division a! ITW Balltli.g Lomponancs Graap I... .b.11 t b.r.sponsibl.! ..y d..lael.n from' . IC/ •,.'�� BC LL 0.0 PSF HC-ENG GA/DF
tl rowing, nny failure to build th.truss in...forma...with ANSI/TPI 1, or!or ba.dling. shlpping.
AN ITWCOMPANY installation A"raving a!trl..n.. ••......•• G� TOT.LID. 55.0 PSF SEQN- 809992
A.I.1 on thl•dr..lnp or cover pop. I.-tI.g this dr•Wlnp, Intllut...eapt•n..oT proT•..lon.l
ro.ponslbl I Ity.aloly for No doslgn."..n. ,,,.sultebl I My•.d..I.f t"1,drl.1.g T^r any.tr Kt°°�°o;s"�, `rras`�IONQ1, a1 OUR.FAC. 1.25
2400 Lake Orange Dr.,Suile 150 ...p.nslbu ley.r th.D.Ildl.g Doalgnar par Axs vTpl 1 s...2. N3'CWf111fl{1 FROM RC
Orlando,FL 32837 For morn Inrormnci.n 11.this Job's ga^oral n s pogo n.tl thaso w.b slc.s:
FL COA NO278 ALPINE:www.elpinelcw,com: TPI: www.tpinse. ,g; WTCA; www.sbclndu.cry.com: ICC: www.lc<sara.org William H.Krick Lie.Number 70 6 1SPAC I NG 24.0" J REF- 1 VXZ408 Z1 6
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof,
Top chord 2x4 SP #2 Dense RISK CAT II, EXP C, wind TC DL=4.0 psf, 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 design. -
Webs 2x4 SP #3 --
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase factor for dead
JT PLATE LATERAL CHORD load is 1.50.
No SIZE SHIFT BITE
[17] W2X4 S 2.25 MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX.
INCLUDING A LATERAL BRACE AT CHORD ENDS.
4X4= 2X4 III
Li
M 11-1-0 3-1 -15
2X4 III 3X4=
2X4(A1)= 1_ _0
U LA 9-4-0
2X4 III 2X4[171 III
�2-0-OJ11_a_0>j
3-9-8 2-2-8
1-8-0 3-11-0
6-0-0 Over 2 Support
R=717 U=190 W=8" R=224 U=73 - - - -
RL=94/-75 H=H1
��µµuunwulrbnhr.
r1j4i
Design Cr i t: FBC2014Res/TPI-2007(STD) �� gyp. ,•,,,; f��/
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 •.' TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ . TIC ILL 30.0 PS IF REF R408-- 22775
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _
Trusses require c tremv core In fabrieeting, nantlling, shlpp l III. rac. Installing Intl bing. R.far t ond91o11 Va 0.708 1
cM10 latest adlt,.n of BCS I (Oullding Campan ne Safety Information, by TPI Ina WTCA) far safety p...tica prl TC DL 15.0 PSF DATE 02/01/1 7
o porforming[hesv funeelons. Instellars shall pravldv temporary braeing par BCSI. Unloss nataacoeh I • —
cop chord shall heed prapvrly aY[acM1ed structural sheathing Intl bottom ch.1d snail have v properly I n • • F BC DL 1 0.0 PSF
l rigitl calling. Loeatlans shown for permanent literal rostralnt of wobs shall M1ava braeing Installetl pa BCS; DRW HCUSR406 17032540
. �^ seeClans B3. ., or Dn0.55s^pplicnble. Apply plazas.dl each faeeaof for stand post[ion as shown abvva o •: �! AZ O
Q IIILJrJI inc Jalnt Details le tea othcrwiso. Rofar t swings 160A-Z f andard plaza pasitlans. v7 /1 • BC LL 0.0 PSF HC-ENG GA/DF
Alpine, a division of ITW Building Componen[s Group Inc. Ih.1I n t ba responsible for any doviatlon(ram �•�l
d r"1 ng, any f .....tv buiId In,truss In canto rmancc with ANSI/TPI 1, or for nanaling, shipping, . l` V
AN ITW COMPANY instal I--babr.cing of trl..a.. +c� ..e ,,,•.•'G`� TOT.LD. 55.0 PSF SEQN- 809999
A I..I on thin Crering or eovor p.go Irating"I.tlrerinp, indicates acceptance or pMTe•elon•I anglnaering S /
rvsponslbl l lty solely for[ha daslgn shoo,. Thb sultebl l lty and...of-1.d—I.g Tar eny siructurd Is f11 alp�I�NA� \\
2400 Lake Orange Dr.,Suite 150 rasp"^sl blllty of—Bui lding Designer per ANSI/TPI 1 Sec.B. *!!lkllyrTWry11N\hpA1� DUR.FAC. 1.25 FROM RC
Orlando,FL 32837 Far more Information s thls Job's ganar.l s page Ind these web sit^.:FL COA 40278 ALPINE: www.Ilpincltw.cam; TPI: w tpinst.^rg;=CA: www.sbclndustry.cam: ICC: www.iccsafo.org illiam H.Krick Lie.Number 70 61SPACING 24.0" J REF- 1 VXZ408_Z1 6
02/01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof,
Top chord 2x4 SP #2 Dense
RISK CAT II, EXP C, wind TC DL=4.0 psf, 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 design.
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase factor for dead
JT PLATE LATERAL CHORD load is 1.50.
No SIZE SHIFT BITE
[12] W2X4 S 2.25 MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX.
INCLUDING A LATERAL BRACE AT CHORD ENDS.
3X4
6
4-1 -15
11-1-0
2X4 III 3X4=
2X4(A1)= 1-9-0
3X4
9-4-0
2X4 III 2X4[121 III
�2-0-0—J11-c-'�j
1-8-0 3-11-0
6-0-0 Over 2 Support
R=753 U=169 W=8" -
RL=126/-84 R=203 U=51
H=H1 .t+�rr�'wnuraHrtrrrnrq/ra,
Design Cr i t: FBC2014Res/TPI-2007(STD) ��+ �� ,
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 PSF REF R408-- 22776
"IMIORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require o[tame a ro In rabrleating, „tntlling, shipping. Insealling Intl Draeing. Rarer tt antxall . o.708 1 TC DL 1 5.0 PSF DATE 02/0 1/1 7
tho edition or SCSI (Bulleing Component Saftty Infarmnelon. by TPI .nd WTCA) for saftty pro tide'p I `•
ro pot To rming t„eso runctlon s. Instvlltrs shill provldo t,,p...ry bracing por SCSI. U.I.....tetltotn- I
ep a„are.M1aII M1avo properly ntiachttl structural sM1eething ant bottom chord,„all hevt a properly att • ' € BC DL 1 0.0 PSF DRW HcusRaos l 7032520
r lgle tolling. L".1 ins shown rot pe rmenanc Iota ral rostra Inc or webs sM1aII M1avt bracing Installte pe BCS•.
• ��� tccloin BD BT or—1 as.pp''...'.
pl lcnbia. Apply platys co ouch racaocf eru rntl posl clot.as shown[bout d o :• C
a Chc Joint DeWll,, unless n tat oChcrwlst. Refer ct drawings 160A-Z fors andare place position,. v7 /11 [� BC LL 0.0 PSF HC-ENG GA/DF
Al ino, a aivislon of ITW Balldin Cam -1-1—p g ponon s Group Inc. shall n esponsl ble i any Trod V
awing, any ralluro to build cno truss In c.n.....nca with ANSI/TPlbt,rot r.r haneling, shipping, �•.
AN 17W COMPANY °.tal let�en.bracing tr tre„e.. 0+ ..,,,,,,,,. <' TOT.LD. 55.0 PSF SEQN- 810007
Anaoal on thla draaing or co—pep. listing Vila drving, indicates ii—pcanc.of proT..alonal .ngln..ring
ra,pan.lblllty.ol oly tar iht do.Ign,haan. The sulteb111tY one use or Ule dreeing for anY etructura le ch �fd�/O�A�,��`1"
2400 Lake Grange Dr.,Sve 150 responsiblllty or me Sul lding Dtslgnor por ANSI/TPI 1 Sec.z. 'lbrr(ypyMMlWt '+O OUR.FAC. 1.25 FROM RC
Orlando,FL 32837 Far mitt Informatlen"I this Job's general .p.ge and tha.e web,ite.: " 1 6 FL Con a0278 ALPINE: www.alpinolcw,cem: TPI: www.cpi—t.org; WTCA: www,sbclndustry.tom; ICC: www.iccsvrt.org William H.Krick Lie.Number 70 6 1SPACING 24.0 J REF- 1 VXZ408_Z
r 02/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - C17 THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof,
Top chord 2x4 SP #2 Dense
RISK CAT ll, EXP C, wind TICDL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
_
Bot chord 2x4_SP #2 Dense - - ---Wind Loads and reactions based on MIUFRS with additional C&C member design.
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase factor for dead
JT PLATE LATERAL CHORD load is 1.50.
No SIZE SHIFT BITE
[121 W2X4 S 2.25 MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX.
INCLUDING A LATERAL BRACE AT CHORD ENDS.
3X4
6
5- -3
11-1-0
Li 2X4 III 3X4=
2X4(A1)= 1- -0
3X4%
Li
2X4 III 2X4[121 III
�2-0-01-O-01J
1-8-0 3-11-0 _5_
6-0-0 Over 2 Support
R=753 U=169 W=8" --- -— -
RL=129/-85 R=202 U=56
H=H1uimm�uunmr„y!�
Design Grit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 3•.'� cTY:3 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOG
OY ALL NOTES T THIS ORIDIN G1 . TC LL 30.0 PSF REF R408-- 22777
••IYPORTAM'• FURNISH THIS DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. D
Trusses...Y iro o tr ear. In labr1-1,g. M1antlling, shipping. Installing and bracing. Ro(or t andlloll r O 708 1
I otest edition If BC51 (DIIIdIda Campan nt S—ty Inrormatlon, by TPI antl WTCA) Tpr,afoey pro tlor?j'prl - TC DL 15.0 PSF DATE 02/01/1 7
ooporTorming CM1aso functions. Instal lots shall pr—ldo temporary bracing par BCSI. Unless notodcoth
tap chord shall M1ovo properly att..H.d structural -1—thIdo antl bottom chord shall havo a properly o h € BC DL 10.0 PSF
1 rigid calling. Locations shown!or permanont I...... rostralnt of webs shall havo bracing I.ItallatltP. "s • DRW HCUSR408 17032542
�^ C„etlons B]. BT or 010, as oopplieabla. Apply rheas to each 1160A-!cru C nd pasitlo'n.s shorn-havo 0 1 S AT C .. -
IIILJrOfl a Jalnt Details. unless n tad athcrwisa. Rarer to drawings 160A-Z Torss antlara plate position,. 1 = BC LL 0.0 PSF HC-ENG GA/DF
Alpina. a division of ITW Bullding Components Group Inc. dh.1I n e bo raspanslblo T ony dovlaelon rra� . P/ (�
• drawing, ony lalluro to bulld the truss In can ror,anco with ANSI/TPI 1, or for M1andling, s Pping, ` V
AN ITW COMPANY Installation.bracing ar tru..a.. •..... ,. 'G���. TOT.LD. 55.0 PSF S EQN- 810005
A.o.I on thl,dr.rin0 or eo-1 p,g, Il.tlnB thl.dr..I.g, Indld.t„.papt.nc,or prores.lon.l mg1nMrinB ,.IIy'.
rosponslb lllty solely for tho tl_I,.shown. TM1,sult,blllty and use dT eM1la dratlnB Tor eny atrueWro la U n ��/O�A� �\\`'
2400 Lake Orange Dr.,Suite 150 raspansibi Illy or the Bullding D,,Ignar par ANSI/TPI 1 SI-2. '1r(4�ml�1a+\� DUR.FAC. 1 .25 FROM RC
Orlando,FL 32837 Far morn Inrormatlon s this Jab'.genoral n s pogo and tha,a web,Ito,:FL COA 90278 ALPINE: www.olpinoltw.com: TPI: vmw.ipinsc.org; WiCA: www,sbclndustry.com; [cc: www.Iccsafo.org illiam H.Krick Lie.Number 7086 ISPACING 24.0" J REF- 1 VXZ408_Z1 6
' 02/01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL EJ5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
- )
Value Set: 13B (Effective 6/1/2013) 170 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 C, wind TC DL=4.0 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 "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
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=180 U=100 11-10-11
6 F__ 2-1 3-3
R=89 U=11 9-4-0
2X4(A1)
�2-0-0J
< 5-0-0 Over 3 Sulpports__�
- R=526 U=174 W=8" --
RL=170/-81
�(NtnumnWrrrnnr.
Design Cr i t: FBC2014Res/TPI-2007(STD) H, a,
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 .• .. 3 'I�,QTY:10 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ FOLLOWALL NO ON THIS DRAWING[ � F ` TIC LL 30.0 PSF REF R408-- 22778
"IMPOR"IMPORTANT" FURN FURNISH THIS DRAWING TOOALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses raqulry 0 trem0 cnra In fabricaeing, handling. shipping. Installing and bracing. Rafar t a, fall' o.708 1 TIC DL 1 5.0 PSF DATE 02/0 1/1 7
laedse etllt 1 of BCSI (Bulltling Campan nt Sa..ty Inro...t I.I. by TPI and WTCAI for safety pro tlfts pr
vap0.......
f0 rm ing thaso lunc[Ivns. Ins[ellors s„all pr0vld0 temporary bracing par BLSI. Unloss n taticogATdrwis
yap chord s„all havo properly attesthad etrattara, s„aathing and Dat[am a„ard ehaI „a„a a prapurly (j d. a BC DL 10.0 PSF DRW Heusaaoa 17032531
rlgld colt ing. Locaelons s„own for per--t Ivt0 r01 r0aCr01nt 01 webs s„all have Draeing Instolled e`�a{C
- ��� sactlnI a3, B7.. 010, as app,icabl I. Apply places to oat„ l0c0aor tru and pasltlan as shown 0b0v and '
a the J01nt OaCails, unless natal otherwise. Rafar to Drawings 1,60A-Z(orsst0ndard plats pasltlans. S AT O ' ` BC LL 0.0 PSF HC-ENG GA/DF
Alpine division of 1T Building Components Croup Inc. s„all n t Do responsible for any doviation f& ; '`�CjT
awing, any lailura co bulltl thv truss in con(ormanca with ANSI/TPI 1, or for hantl,ing, shipping, / �V
AN 17WCOMPANY Insta„at,on b bracing of trnssas. •'.'�i( TOT.L.D. 55.0 PSF SEQN- 809735
A noel on thle dreYlnY or covor page 11e1 Y NI,drwing, Indlwtee a ptente of profeeelonel englneeI. ........w..
rosponslblllcy sal oly for ihd I'd
lqn sh0en. Tha sultablllty end us0 of e„Is drawing for any etruetura le
asponslbl l lty of the OUI Iding Dws,gnar par ANSI/TPI 1 Soc.2. C
2d00 Lake Orange Dr.,Suite I50 .ss�Q�ALOUR.FAC. 1.25 FROM R
�N+�
Orlando,FL 32837 Far mars Information s [„Is Job's ganoral s and t�asa web sites: l�'"iD' PACING 24.0" J REF- 1 VXZ408_Z 1 6
FL conaona ALPINE: www—pinolcw.com: TPI: www.tpinsc.org: ..A: P.D.www,sbclntluscry.com; ICC:ww.lccsala.orq illiam H.Krick Lie.Number 70 61S
02/O1/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - EJ5A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 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 "136" 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
MWFRS loads based on trusses located at least 7.50 ft. from factor for dead load is 1.50.
roof edge. Provide ( 2 ) 16d common nails(0.16211x3.511), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.16211x3.5"), toe nailed at Bot chord.
6 11-10-11
R=203 U=112
2-1 -3
R=96 U=21 9-4-0
2X4(A1)
i5-0-0 Over 3 Supports
- R=292 U=70 W=8" —- —
RL=121/-27
�p�ealmrurnrro-iq
Design Cr i t: FBC2014Res/TPI-2007(STD) °' M H. ��,
PLT TYP. Wave FT/RT=O°/e(0°/e)/0(0) 15 .• ., 3Q ''!� QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
"WARNINGI" REM AND FOLLOW ALL NOTES ON THIS DRAWING[
"IWPORTAKr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• TIC LL 30.0 PSF REF R408-- 22779
Trusses requlro o iramo c ro In labricating, M1antlling, sM1lpping. Installing and bracing. RoTor 11 12ro loll• a 708 1 'z TIC DL 1 5.0 PSF DATE 02/01/1 7
the loco sc Dolt lan of OCSI (Bul ltling Component Sa Toty Info...clan. by 7P1 ontl WTCA) far salocy pro tl/ps pr
Ca performing these functions. In oilers shall provld.temporary braeing par BCS1. Unla cddcb[�orwls
op chortl shall haves praporly actachetl structural ... .log ontl bo[[m chortl shall have agproporly '*dw = BC DL 10.0 PSF DRW HeusRaos 1�o3zsa�
,laid toll log. Locations shown for permnnene lateral rostra lot of webs shall hove brncln InstolloG 71W1CY i
T. se<elans B3, 07 ar B10. as opplieablo. Apply places co each faeeoaf eru ontl pesl tlon as shown abov ontl
a the Jalnt Dd 11- unless--d otM1erwiso. R-1 to drawings 16OA-Z!or'standartl Plata Position.. S AT O ' ` BC LL 0.0 PSF HC-ENG GA/DF
Alpine, a division of ITW Building Components Group Inc. shall n t be responslbin Tor any devleti on r L�CjT
drawing, any Talluro co build the truss in conformance with ANSI/TPI 1, er for M1andling, 1hi pin w
AN IT"WCOMPANY Installation&bracing e!trn== g' '•. ( ti •,;G���1,; TOT.LD. 55.0 PSF SEQN- 809777
A sd.l on thls dr.wing or ddv.r p.ge Ilsting this tlr..ing• Indle.t,,. pt.nc.of prbfosslon.l gln..rl
rdsponsI bl lley seloly for the doslgn shorn. Thd aultabll lty end use gr chi.dr.wing Tar.ny str uro Is
ospons1blllc of—Bullding Dasl SsiOI AL EN DUR.FAC. 1.25 FROM RC 2l00 Lake OrangeDr.,Suite I50 Y goer par ANSIRPI 1 sec.z. yip t�q Orlmdo,FL 32837 Far mars Inlermation s this Jab•,ganeral n .pogo and these web.Ito.: "m.,HrhHall "FL COA 90278 ALPINE: wvw.olpinalcw.com; TPI: www.tpins ..,,; WTCA: www.sbclnduscry.com: ICC: www.lccsmfo.erg illiam H.Krick Lie.Number 70 6 I$PACING 24.0 J REF- 1 VXZ408 Z1 6
r 02701/2017
( 15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL EJ7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
- )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.0 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 111313" 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.
MWFRS loads based on trusses located at least 7.50 ft. from
roof edge. Provide ( 2 ) 16d common nails(0.16211x3.511), toe nailed at Top chord.,
Provide ( 2 ) 16d common nails(0.16211x3.511), toe nailed at Bot chord.
R=271 U=150 12-10-11
6 F_
3-1 -3
R=130 U=21 9-4-0
2X4(A1)
�2-0-0---J
7-0-0 Over 3 Support
— R=626 U=196 W=8"
RL=219/-92
�y�rynuHHrq+nrrr4A
Design Cr i t: FBC2014Res/TPI-2007(STD) x0o,
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 .• t. 3p °'.,, QTY:23 FL/-/5/-/-/R/- Scale =.5"/Ft.
•'WARNINGI•' READ AND FOLLOWALL NOTES ON THIS IGI
"IMPORTANT" F ' TC LL 30.0 PSF REF R408-- 22780
"IMPORTANT" FURNISH THIS ORATING TOOALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses roqulra tremor c rI In fabrlcaiing, nsndling, sM1lpping, Instnlling and bracing. Rafcr to , fall' o.T08 1 TIC DL 1 5.0 PSF DATE 02/01/1 7
tho lltest etllcloneof BCSI (Oulltling Capon nc Sofoty Informntlon, by TPI pntl WTCA) for solaty praccl�P s pr
o performing c a functions. Installers shall provldo temporary b.cing por BCSI. Unlaes noted ot�orwls
tap ch.,d shell"havo properly ott.1htd structural sheathing and bottom chord shall M1avo ogpraperly a e adS BC DL 10.0 PSF
r lgltl coiling. Lowclons shown Tar parmanane Ineoral r.......t oT w...shall havo braeln Installed C : DRW HCUSR408 17032518
LP sactians 03, B]or B os appllcabla, gpply platos to.I"g taco of tru end position as shown abov and
a d%Joint D,U-1. unless nB111 otharwlsa. Rafcr Co drawings 160A-2 farsstandard plate pasltlans. S AT 0 ' BC LL 0.0 PSF HC-ENG GA/DF
A 1pina, a tll vi s ion of ITW Bul thing Components Group Inc. snail not a aspanslblo for any devlat.. fT� i([ CLC
- tlrawing, any!allure c build t c trans In conformance wlcM1 ANSI/TPlbl,ror far hantlling. shipping. •RT�S/ ••� �// TOT.LD. 55.0 PSF
AN ITW COMPANY (nstallatlon 8 brecing of trusses. ' . ` � • ra� S EQN- 809759
A.owl on ehl,drwwing or cover pwgo Ilwting thl.Er..ing, Indlut...capt.ne.IT prof...pawl wngln I ......
V`rospanslbl l lty salaly for the doslgn shown. Th.sultablIMy Intl—of thls drwwing Tar Iny Itructbro I. .`n [[_``�V
ospans1 bl l Ity oT tho B.l I lag Dos l an.,"r ANSI/TPI 1 Sac.2. %iSS�0 L�w�`d�� DUR.FAC. 1.25 FROM RC
2J00 Lake Orange Dr.,Suite I50 4
Orlando.FL 32837 Far mare Information s thls Jabs ganoral s peg.and thasa web altar: 4H'4luumnmlw
FL COA ao278 ALPINE: www.alpinoltw.com: TPI: www,tpinst.org: WTCA: www,sbclndustry.co.: ICC: www.lccsnfe.org illiam H.Krick Lic.Number 70 6 ISPACING 24.0" J REF- 1 VXZ408 Z 1 6
• 02%01/2017
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - J28 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
)
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 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
MWFRS loads based on trusses located at least 15.00 ft. from factor for dead load is 1.50.
roof edge. 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=46 U=18 10-7-8
6
+9-4-0
R=34 Rw=48 U=25
2X4(A1)
�2-0-0— J
-6-8 Over 3 Support
R=431 U=157 W=8" -- —
RL=76/-68
Design Crit: FBC2014Res/TPI-2007(STD) H•
PLT TYP. Wave FT/RT=O%(0%g)/O(0) 15 TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
'•WARNINGI-• READ AND FOLLOW ALL NOTES ON THIS DRAMIMGI . TC LL 30.0 PSF REF R408-- 22781
••IYPDRTANi•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru sos roqul ry a creme c ro In labrieating, handling, sM1ipping, Ins[olling antl braeing. Rafar t anfoll �•
etl f elon or BCSI (Bvlldleg Compv nvnc snfoCy lerarmatlaa, by TPI antl NCA) fur so racy pro tle�prl O.708 TC DL 15.0 PSF DATE 02/01/1 7
ooperforming th osa lunctlons. Installers Ih.1I provlE,temporary braeing pur BCSI. Unloss notedauth'- Ise
top cM1ortl 1M1all M1avv proporly attachatl sC ructural sheathing antl bottom chortl mall havo a proporly a
1 rigid calIIng. Locations shaven Tor pormanan[ I�taral reseralnc or webs s 1 1 havo braeing Installadcp Its a ' L BC DL 10.0 PSF DRW HCUSR408 17032525
�^ colons B3. B]or B10, as appllcobla. Apply plates to each faco or tru and poslClon as shown above d o w
d O ihv lalnt Details. unless noted ong CI sa. Rarer to drawings 160A-2 rorssp—lbl plate positions. Z S AT O :��Q BC LL 0.0 PSF HC-ENG GA/DF
A-ping, a division or ITW Bulltling Components Group Inc. shall noe be responsible for any tlevlaelan iro� I
w Ing, vny Tailuro to build th.truss In conformance with ANSI/TPl 1, or for handiing, s pping, ��\ . • �/ c SEQN- 809773
AN ITW COMPANY InsCallailon&bracing or trusses. .••Goa r' TOT.LD. 55.0 PSF
A sorl on Nis Errring or eovor prpr IIl ing this drrring, Intllertes—ptrnu of profrsilonrl rnglnrrring ......••"
rasponslbllity sololy for eha tlm lgn shorn. Th.
;:—bl.lty end use of this drering for eny structure Is ill
2400 Lake Orange Dr.,Suite 150 rezp Ihl:lty ar the Banding Designer par ANSI/TpI 1 Sea.2. 4,4u/uNAy �� DUR.FAC. 1.25 FROM RC
Orlando,FL 32837 For maro Inrarmaclan a thls b•a �C� IW_
�a gene ral n s pogo and chase web spas:
FL con 9027e ALPINE: www,alpinalcw.com; TPI: www.epinst.arg; MCA; www.sbcintluscry.com; ICC: www.lccsafo.org *ill iam H.Krick Lie.Number 70 6 IS PAC I NG 24.0" JREF- 1 VXZ408 Z16
ONO1/2017
(15218—/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL — J2G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC
Bot chord 2x6 SP _
Top chord 2x4 SP_#2#2 Dense -- DL=5.0 psf. GCpi(+/=)=0.18- —- -- - --
Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non-concurrent live load.
Lumber value set •1136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) JT PLATE LATERAL CHORD
TC- From 94 plf at 0.00 to 94 plf at 2.54 No SIZE SHIFT BITE
BC- From 20 plf at 0.00 to 20 plf at 2.54 [ 81 W2X4 S 2.50
BC- 1375.00 lb Conc. Load at 2.06
MWFRS loads based on trusses located at least 15.00 ft.
Wind loads and reactions based on MWFRS with additional C&C member from roof edge.
design.
2X4 III
6
1- -7
+9-4-0
2X4[81 III
2X4(A1)
2t6-8 Over 2 Supports)
E
- - R=428 U=162 W=8•l
RL=40 R=1235 U=475
���nmmnuhn�ri
Design Cr i t: FBC2014Res/TP I-2007(STD) a0 H•
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 �7 �' '•P g QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••waRNlNcI•• RFJO AND Faucet ALL NOTES DB THIS BRArINcI TC LL 30.0 PSF REF R408-- 22782
"IWORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require v creme r In fabrleating. ha dling, shipping. Instalil.,antl acing. Rafar a and Toll �• `� TC DL 1 5.0 PSF
eM1a laces[vdlelon of BCSI`(Bulltling Component Safety Inrormatlon, by TPI and MCA)far..f.ty practlegn pri O.708 1 DATE 02/01/1 7
o parfo rm log chase functions. nscallvrs sM1al1 provld.temporary broeing par Be I. Unless natod oth-8 Ise
cop_rd shall halo properly att..h.d sired ral shoaching and bottom c and shall halo a proporly actglil BC DL 10.0 PSF
1 rlgltl calling. Loco[lons shown tar parmanentulotoral rvs aloe of webs shall have broeing Installetl p S• DRW HCUSR408 17032166
a L ^ seecivns 0], BT or B10,sssdappllcth.r Apply ploeasa tdra nq f160A-Z err c ntl posielon os shaven above nd a •�
IIILJ'---JI iho Jolne Ootnlls, vole cotl ochcrwiso. Rafar c ngs 160A-Z forss andnrd plow post cl ons. a t S AT
Alpine, a dlrlslan of ITW Building Comp....—Group Inc. shall t ba raspan.lbla far any davlatlan rro8 ; ; aE BC LL 0.0 PSF. HC—ENG KM/WHK
• drawing, any follrra t build t a truss In...fo nonce with ANSI/TPI 1. or far M1andling, —pping, •w�� •� C
AN ITWCOMPANY Installati.n A broeing of trr..�.. /C�,• i••,.•G�ay�T TOT.LD. 55.0 PSF SEQN— 816906
A.o.I on chi.droing.r cols p.g. Ilaing"J.drawing, Indlcatae acceptance of profe..lonal .ngln«ring ••••,••
roaponslbllley solely for tho tloslgn sh..n. Tha aul—bll lty and.s..f thl.drawing far any.irbctur. Ia eb .,�S/r]AIAL .. DUR.FAC. 1.25 FROM RC
2400 Lake Orange Dr.,Suite 150 rospons1 bl l icy of H•v Bul)drop Dos Igo�r par ANsI/TPI 1 S.c,2. 9(irfr v'v LtU
Orlando,FL 11111 Far m.ra Inrormatlon. col. a�Mp10'
Jab.genera s page and tha.a.ab.leas: PACING 24.0" JREF— 1VXZ408 Z16
FL COA H0278 ALPINE: www.alpin.lcw.com; TPI: www.tpinsc.org: MCA:www.sbclndastry.c.m; ICC: wtw.lccsa fa.org illiam H.Krick Lic.Number 70 61S
02/01/2017
(15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL J5G)
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 94 plf at 0.00 to 94 plf at 5.00
Bot chord z " - TC= From O plf at - 5".00 to 94 plf at 5.00 -- —
Webs 2x4 SP #3 BC- From 10 plf at 0.00 to 10 plf at 5.00
BC- 647.03 lb Conc. Load at 1.40, 3.40
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent live load. DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
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 �-
2-1 -3
+9-4-0
2X4[81 III
2X4(A1)
-0-0 Over 2 Supports
R=961 U=223 W=811 R=851 U=202 -- —
.MnMlHnurnrnr/��/
Design Crit: FBC2014Res/TPI-2007(STD) s�� H• `'�;
PLT TYP. Wave FT/RT=O%(0%O)/O(0) 15 '•8 ��//ma's TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 PSF"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. RE F R408—— 22783
Trusses raqulro o creme a rc In Pebrleacing, M1antlling, snlpping. Installing Intl bracing. Rotor t roll •• DATE 02/0 1/1 7
Iatost etllelon of SCSI (Bulltling Compon nt Saraty Informa[lon. by III Intl wrca> tar aaraty pro tip prl O.708 1 TC DL 15.0 PSF
co°pa rfo rming thoso(unctions. Install rs shall provltla Comporary bracing par BCSI. Unlass noted°otM1y Iso
ap chortl shall havo Properly IC[acM1ltl strueturll sM1latM1ing Intl bottom cM1l1tl shall M1eva a PraPorly BC DL 1 0.0 PSF
r lgitl calIIng. LoeaIIo IM1own rot pormanene lataral restrain[of webs sM1alI M1ava bracing Insiallltl p S DRW HCUSR408 17032167
chctians 03, BT or D10, as a°pplicabl 1. Apply places.d[I oacn faccaor[ru [Intl p°slClon as shown abova ntl e Jaln[Ootails, unless n[etl Itnarwlse. Rafar t swings i60A-Z rotas data plats paaitlans. °t S AT 0 ��e� BC LL 0.0 PSF HC-ENG KM/WHK
A 1pina, a dlvlslon or LM Building Compononcs Group Inc, sM1all n t bI rasponsi bla for any d-1-1—frog. 1
• drawinu any(allure cI builtl the Cruss In conformance wlCn ANSI/TPI 1. or far M1antlling, sM1ipping. �:'4 1 .•••�` r
AN ITWCOMPANY i stallatiln S bracing°r trva �\ TOT.LD. 55.0 PSF SEQN- 816945
Anae•1 on tnl•dewing IT eovar woo llating t l•drving, lndlIlt—aemptanea of proToalonai wol—ring ••u•••
rosponslb1I My solely for tna doslgn anon. Tho s ltablI lty and Rsa IT tllla d—Ing far ey I[r—ur^ Is th •(((+1�� /�
2400 Lake Orange Dr.,Suite 150 rasp°^s1bllity If tno BaiIding DI.Ignar par ANSI/TP1 1 Soc.2. � ,'ONA " DUR.FAC. 1 .25 FROM RC
Orlando FL 32837 Far mars Inf°rma[lon1[his,Job's ganoral s pogo end[nos°web situ MIIRMt18
FL CO A a0278 ALPINE: www.alpinoltw.cam; TPI: ww. tpl-1—g; WTCA: www.III I ndustry.cam: ICC: www.lccso fo.org illiam H.Krick Lie.Number 70 61SPAC I NG 24.0" JREF- 1 VXZ408_Zl6
02/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - CJ1 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bo"t 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=-148 Rw=113 U=168
6 F__ 9-10-11
0-1p-3�
+9-4-0
2X4(A1)= R=-52 Rw=48 U=60
�2-0-0--J
1-0-0 ver 3 S pports
R=503 U=254 W=8"
RL=72/-60
10
paunnNNfwn,�.
Design Cr i t: FBC2014Res/TPI-2007(STD) y %W....H;.!`f
PLT TYP. Wave FT/RT=O%D(O%)/O(0) 15. 7-:' 07Y:15 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R408-- 22784
•'INPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p TC ILL 30.0 PSF
Trusses requlr.c t em. arc In fabrieating, hantlling, shipping, Installing and braeing. Rof.r to and oil • Q�708 1 —
tho latest edition-SCSI`(Bullding C—P....t safety Information, by TPI and WTCA) for saf.ty proetice pri ,� TC DL 15.0 PSF DATE 02/01/1 7
o porforming th...functions. Instal 1.—shall p—ldo m porary bracing par SCSI. Unloss noted oth C
cap c ord shall h...proporly attached structural shoathl"g antl bottom chord shall hnva a pr.perly • , = BC DL 10.0 PSF DRW HCUSR408 17032553
rlgitlhcclling. L...tlons sM1own for p.rmenont I t.ral rostralnt of webs shall hnva bracing InIt,IIId p. BeS L S AT O
soctions B3, B]or. as noppllcabl.. Apply places co ouch f16GA-Z truss`nd posltlon as sM1own above o .
III the.hint Details. 11 'sr n"II i harwlse. Rafar to drawings t60A-2 far s—lbi Plata pa=Itl1-1 ; A :e,, +� BC LL 0.0 PSF HC-ENG GA/DF
Alpine. a tllvision of ITW Builtl ing Components Group Inc. shall t bo r.sponslbl.for any tlevlaelon Trom 4h 1 f'�/ a�
- Crewing, any failure to bulltl the Cruss in conformance witM1 ANSI/TPI 1, .r for handling, shipping, 4 IA + ..
AN ITW COMPANY l tallati.n&brae,ng.f tresses. ��(` •....,..•- TOT.LD. 55.0 PSF SEQN- 809718
An coal on this drawing or cov.r pogo I lating ibis drawing, Indleat.a aeeaptane.of profau lonalr�gln.ar lllg �s!/11�A4'�.�
r.sponalblllty mIoly for tho d.algn sI—. Th,sIltabl[My and us.of thin drawing for any a1 ure 1.th YY F9 m iNSt
2400 Lake orange Dr.,Suite 150 r......mll icy of th.Mullein,D.lgnar per ANSI/TPI ] Sea.2. h'"I tamm"I s� DUR.FAC. 1.25 FROM RC
Orlando FL 32837 For m.r. inr.rmaelon tels,I.b•s gen.ral n .Pa,.and th.s.web.Ite.: " -
FL COA 90278 ALPINE: ..alpin.l tw.com; TPI g. pinst,org;WTCA: www.sbclndustry.com: ICC:w .1....o..rt, illiam H.Krick Lie.Number 70 61SPACING 24.0 J REF 1 VXZ408 Z1 6
1
(,2 01 2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - CJ1A )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC
Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 P #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.
MWFRS loads based on trusses located at least 7.50 ft. from
roof edge. Provide ( 2 ) 16d common nails(0.162"x3.511), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
6 11-7-11
R==1�5 U=77 0-1 -3
11-1-0
2X4(Al)= R
R=169 U=40 10-2-1
RL=83/-30
0j2 5
2-9-11 Over 3 Su or
�MUHIIIUIN/rybpb
,ryy
Design Cr i t: FBC2014Res/TP I-2007(STD) ...H;.•�C�
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 7•:' QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI O TC LL 30.0 PSF REF R408-- 22785
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : �J p
Trusses roqulra a t amo era In lobricating. nandling, snipping, instaiiing and bracing. Rofar to a tl oil Q.(00 1 DATE 02/01/1 7
chv locosc otlltion ofrBCSI`COullding Compontnt Safoty Info rmatlan, by TPI and WTCA) far salary ProcU co.prl ,r �= TC DL 15.0 PSF
o parformino[nose fund..... Installers snail Provide tompar.ry bracing par SCSI. Unless nocan oth Lip • _
tap chard.boll n.vo proporly attaenad structural sn.atning'antl ba<too chore shall havo o proporly o e� ' = BC DL 10.0 PSF
r lgltl tolling. Locotlons shown for Pa rmanonc Iota ral rostra Inc ar woes shall havo bracing Installotltpa BCs : S AT O • DRW HCUSR408 17032543
sections Ga. BT ar BIG, as aopplienbla. Apply places to vacn foes Of eru rand poslelon es shown above ' 1
a the Joln[Do.aiis, unless n tad otharwiso. Refor to drawings 16OA-Z for.g lord pinta pa.itl.n.. t BC LL 0.0 PSF HC-ENG GA/DF
Alpine. a dlvisl on of ITW 13.1Id ng Components Group Inc. shall not bo .,p...Ibi.far any deviation from � .�•�(�gpC
awing, any ra nwo co baud cna crass In tonformanco with ANSI/TPI 1. or ror handling. shipping. '� v` TOT.LD. 55.0 PSF
AN ITWCOMPANY Intel I.,—&b...Ing of tra=.a.. �C' •......• '•G\ SEQN— 809720
A.o.l on thl•dr.wlnR or eovor Wp. IlatlnR ehl•dr..InD, Ina ldK...eupt.ne.of prof...lon.l .npin..rinp S f� t G
roaponslbll lty sololy for rho tlmlgn shown• Tho sulteblIMy Ind—of"I.drawing Tor.ny.tructuro 1.ill �p�/{J�A4•'�\\
2400 Lake Orange Dr.,Suite 150 ra.pon.ibilicy or ua Bulltling Designer per ANSI/TPI , Sad.:. �►„ 71ow"091 " DUR.FAC. 1.25 FROM RC
Orlando FL 32,1f Far mare Informati.n= tnIa,.W general .Page and — wan lira.: PACING 24.0" J RE F- 1 VXZ408 Z1 6
FL COAN0278 ALPINE: www.olpinol ew.com; TPI: wvnv.tpl ns ,g; WTCA: www.sbc l ndustry.ca.; ICC:www.I....fo.org illiam H.Krick Lie.Number 70,p6I$
0,z of 2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - CJ3 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.0 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"x3.5"), toe nailed at Bot chord.
12-7-11
R- U=44
6 1-1 3-3
R Rw=54
11-1-0
U=21
2X4(Al)=
1-2-0-0- -J
I3-0-0 Over 3 Suppor%
R=443 U=160 W=8" -
RL=121/-70
��Mnonllu rrup�,b
�� M ff ll
Design Cr i t: F13C2014Res/TPI-2OO7(STD) .A %P...........fC,Q'0,4
PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. �. QTY:14 FL/-/5/-/-/R/- Scale =.5"/Ft.
•*WARN INISI•• REND AND FOLLOW ALL NOTES ON THIS DRAW]NOI
"IWPORTANT" FURNISII TUTS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,e TICLL 30.0 PSF REF R408-- 22786
Trusses requlro v emo ro In fabricating, non,,Ing, s"Ipping: Installing and bracing. Rofor to n tl all Q,708 1 —
tna Iotase etlltlan oIrBC51`(Bulltlln.C....nnnt SaTaty Information, by TPI antl WTCA) for safaty pra tl.a:p I ,f TC DL 15.0 PSF DATE 02/0 1/1 7
co parrarming then.run dons. Instal lays snail pro,Ido temporary brvel ng per BCS I. Unloss not-tl hj?, . ..
ap chortl steal l havo proporly attach.d svuciurol 1—thing antl bactom shard shall hava o proparly a . = BC DL 10.0 PSF DRW HCUSR408 17032548
1 rigitl calling. Locoilons sown for parmnncnt latoral ros[ralnY of webs sM1aII na,a bracing Imtolloticps : S AT O
th[Ives 83. BT or nIasoapplicnbla. Apply p,ocvs to.Icg T16OA-Z for contl posielon vs shown obo,a 'o A
IIILI�I n�alnt Dvta,ls, an lass n tatl othcrwiso. Rafor to ornwings 160A-Z fa rss anoartl plow post clops. /� BC LL 0.0 PSF HC-ENG GA/DF
Alpin . a division of ITW Balltling Components Group Inc. shall n t bo responsible for any tlovlatlon from I¢ ��/'M1 •�•��
nwing. any failuro to buIItl tha trans in conformance witM1 ANSI/TPI ,. ar Tar hontlling, shlpping. TC �'�'
AN ITW COMPANY Inscol latish&bracing or trusses. �� •••...,,1•••••G TOT.LD. 55.0 PSF SEQN- 809727
A seal on thle do Ing or cover page Ileting thl•tlroing, Ind
Icaces&—ptanca of prof,:1—:l englneerllig
rosponslbll icy solely for eha tloelgn sham. Thv sultebllliy end use of ihls tlrotring for any struvturo Is th Sir�ON Al.
2400 Lake Orange Dr.,Suite 150 rospons l bl l icy or tha BUI ICIng Dos lgnar par ANSI/TPI ,Soc.2. �,r�l!/Il1WNHu"ll DUR.FAC. 1 .25 FROM RC
Orlando,FL 32837 For morn informntion s thls Jab's ganeral n s pogo and th—wab sItas: " Z1 6
FL COA 90278 ALPINE: www.olpinvltw.com: TPI: www.tpinsc.org;WTCA: wwx.sbc intlusery.com; ICC:www.lccsafo.org illiam H.Krick Lie.Number 70 6 I$PACING 24.0 J RE F- 1 VXZ408—
Q2 01 2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL CJ5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( - )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf,
Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18
ot chord- x - - 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=180 U=100 11-10-11
6 2-1 3-3
R=89 U=11 94-0
2X4(A1)
L-*--2-0-0-
5-0-0 Over 3 Supports
R=526 U=174 W=8"
RL=170/-81
��pnunnugrphr,�y,/y
Design Cr i t: FBC2014Res/TPI-2007(STD) \P` ..H;
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. ��:• 4TY:8 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R408-- 22787
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TH s2 E INSTALLERS. �+ TC LL 30.0 PSF
Tru ulra c trema ca ra in Tabrlea[In hardIin shl 0 708 1
req g g, Aping. Install leg antl bracing. Refer to a d oil
I
Intosc edit'..of SCSI (Builtling Camponant SaToty Informaelon, by TPI antl WTCA) far saraty prseticdprl ,� TC DL 1 5.0 PSF DATE 02/0 1/1 7
o perro rming these functl on s. Instnllcrs shall provltla ecmporary breeing por BeSt. Unlass notetl oth
cop_rd shall have properly attached strut[rest shonthing and bottom chord shell haves n properly a + • 6 BC DL 10.0. PSF
r lgld calling. Lo eclons shown ror permenentala[orn l rostra let of webs shell havo bracing Inscallodtt DRW HCUSR408 17032544
sacclons BD B]I. II, as o plleabla. o, R plates co oath roe^of tr.,,tantl post tlon as shown ebova a S A'T O • �+•`
d eM1a.Joint Ddi—1 .lass n tetl otherwlso. Rerar to 111. Igs 1fi0A-Z fnr andnrd pinta poslelans. A = BC LL 0.0 PSF HC-ENG KD/DF
Alpine, a dl vi sion of I"'Building Components Group Inc. shall of o asponsibla ror any dpplatl on from M1 ^� •��(�qn€
tlII, any failure to build tha truss In conrormanco wlcM1 ANSI/TPlbl,ror for handling, shipping. •a \�`rc TOT.LD. 55.0 PSF
AN ITW COMPANY I-.naclon&bracing or crosses=. �(' ••..,,:•••••G SEQN- 807740
Aad•I 'b this dr•rinW or eovor p•0• II•t lop[his dr•rinp, Intlle•bs•eeopt•nc•or pror•a•lon•I WIn••rinW ,
rasponslbll lty sdlolY ror eha tloslgn ahnrn. Tho sultabllley and uses ar chin dray ng far any str ores Is th �astr�ON A4�N
2400 Lake Orange Or.,Suite 150 responslbl l lty aT tha Wulldl.,Cost gear par ANSI/TPI 1 Soc.2. 'riq � I 1y1,M OUR.FAC. 1 .25 FROM RC
Orlando,FL 32837 For mares mrnrmatlan 5 this Jabs ganaral n s Pages and thasa wab sites: PACING 24.0" J REF- 1 VXZ408 Z 1 6
FL COA 90278 ALPINE: www,nlpincicw.cam; TPI: www.cpinse.org; WTCA: —.sbclndustry.com; lee: www.1 ccsafo,org illiam H.Krick Lie.Number 70 6 IS —
Q2 01 2017
THIS DPlG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - HJ16 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC
Top chord 2x4 SP #2 Dense _ DL=5.D psf.__GCpi(+/-_)=O.18_ .
Bot chord 2x4 SP #2 Dense
Wind loads and reactions based on MWFRS.
Lumber value set "13B" 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 0 pIf at -2.83 to 92 plf at 0.00 factor for dead load is 1.50.
TC- From 2 pIf at 0.00 to 2 pile at 2.47
BC- From 0 plf at -2.83 to 4 pIf at 0.00 WIND LOAD CASE MODIFIED!
BC- From 2 pIf at 0.00 to 2 plf at 2.47
TC- 85.00 lb Conc. Load at -2.73 Provide ( 2 ) 16d common nails(0.16211x3.51'), toe nailed at Top chord.
TC- 98.34 lb Conc. Load at 1.41 Provide ( 2 ) 16d common nail s(0.16211x3.5"), toe nailed at Bot chord.
BC- 7.32 lb Conc. Load at 1.41
Top chord overhangs have been checked only for loads as indicated.
Overhangs not checked for man loads or long-term deflection.
R=3 Rw=39 U= +12-0-2
4.24 f— 1-2 10
�L
0-4-3
�— R=27 U=17
2X4(A1)
�2-9-15 �
21j-10 Over 3 Suppoj s
R=250 PLF U=252 PLF W=1-4-4
01
Design Cr i t: FBC2014Res/TPI-2007(STD) �a ��`a•aaw...
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 (1� •� � TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES THIS DRAT GI . TC LL 30.0 PSF REF R408-- 22788
"IMPORTANT""IMPORTANT" FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses..quire a i ame are In fabric"" , handling. shipping. Installing and bracing. Rafe,to on681I11 0.708
he Iatosc otliclon oirBCSlc(Bullding Componenc Sofecy Information, by TPI antl wrca> far aare[y prettlea prl TC DL 15.0 PSF DATE 02/01/1 7
o performing chase runccions. Installers shall provltlo temporary bracing per"CV.
Unless nototl oth�wIEa
cap cM1ortl sM1all have praporly attochatl scru<t ral shooCM1ing antl bottom chortl shall have a praporly R M1 • BC DL 10.0 PSF DRW HCUSR408 17032549
r lg la calling. Loeaclans hewn for pormonont"laearal rvs[ralnc of webs shall have brveing InsealledtpBCS
colons T. BJ. BJ or 010, assappllcablo. Apply places to each loco of tru ontl Pesitlon as shown above d o : $ AT 0
• d ��� r„a aint Details. pnlas�natatl a[ha wise. Rarer to tl,awinga,Boo-z rarastantlard plate peslt;ans. A •`�= BC LL 0.0 PSF HC-ENG GA/DF
A 1pino. a division of ITW Building Components Group Inc, s all n t be responsl ble for any tlevla Cl on fron% P, f•(W
tlrawing, any falluro to build oho cruse In conformance with ANSI/TPI t. or for hantlling. shipping. •w V SEQN- 809725
AN ITY/COMPANY i stallotion&bracing of t,a__ F� .,•,,,,,.. •G\� TOT.LID. 55.0 PSF
` An Aval on thla or,*ing or cover Pogo Ilating th la drawing, Indlcataa—ceptanee of professional •npinNrinp S
rvaponslbl lley solely for the tloslon shown. Tho sultabiIMy and usu of ell is drawing for any structure Iw th
2400 Lake Orange Dr.,Suite 150 ra,,onslbnity of iha Building Doslgnor par ANSI/TPI , Sne.2. "I ,n�\M DUR.FAC. 1.25 FROM RC
Orlando FL 32837 Far mars Information s this Jobs general a Page end theses web alias: PACING 24.0" J REF- 1 VXZ408_Z1 6
FL COA 90278 ALPINE: www.alpin 1—com; TPI: tpinsc.erg; WTCA: www.sbcintlustry.c ICC: www.le aafe.erg miam H.Krick Lie.Number 70 61S
02/01/2017
15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - HJS 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 - 0-plf at-2-.83--to---92 plf`at-0:00--
Bot chord 2x4-SP-#2-Dense TC- From 2 pif 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- -112.69 lb Conc. Load at 1.41
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 151.48 lb Conc. Load at 4.24
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC BC- -17.98 lb Conc. Load at 1.41
DL=5.0 psf. GCpi(+/-)=0.18 BC- 89.31 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.
4.24 R=100 U=80 13-7-6
2-9 14
0-4-3 *11-1-0
�— R=124 U=56
2X4(Al)
�--2-9-15 �
7-0-2 Over 3 Supports
—_ R=380 U=496 W=10.564"
\��UtulUuugrnq�q�i
Design Cr i t: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 3•.' r•� QTY:3 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• REAP AND FOLLOWALL NOTES THIS DRAIIGI . TC LL 30.0 PSF REF R408-- 22789
"IYPORTANi'• FURNISH THISANDDRAWING TOOALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses rhqulrh a t ome ro In fabrlc.cing. hhnd'ing, shipping, il,C lIing and broeing. Rof.r to endMol1 .j Q 708 1
rho latest htlltlon of roC51`(Bulltling.......nt S.,aty Informaclon. by TPI and WTCA) for salary P",tl.a Prl TC DL 15.0 PSF DATE 02/0 1/1 7
co po,rorming chose luncelons. Instal lays shnll p,ov Io.temporary bracing por BCSI. Unlhss noted nth�„I
op chard shal l havu prop.,ly att.—d structural thh.Ching and bottom shard shall nova a p,oporly o ' ' _ BC DL 10.0 PSF DRW HCUSR408 17032532
rlgld tolling. Locations shown for parm.nen[ IaCh rat rostra lnc of weer snail hove broeing I nst.IlodtpBCS
a L�� ryctl.ns 0. .I or u.I as nop d th r Apply platos to o.ch roc.of cru rand position as shown obovo o . g AT O
_ c.Joint D.call nlhss n red otherwise. R.fcr to drawings 160A-Z fhrss andard plat.p.tlti.nt. s � BC LL 0.0 PSF HC-ENG GA/DF
Alpino, .divlslon of ITW Build ing Campon s Group Inc. shall not b.rosp.nslb I'for dhviotion fror�%1
drawing, any fall::.to bulid too truss in`confo:mooch with ANSI/TPI ,. or Tor h.ndlinga"shlpping, OA.•...••. •r••,:�\v TOT.LD. 5 5.0 PSF SEQN- 8097 37
AN ITW COMPANY inswn.cl.n a br—t of troths. /•`c- ,
e A thI.tlr.ring or cover P.g. II.[Ing thl.tlnring. Intll..t..accept nce of prof...lon.l .ng ln..ring p
.� ro.po..lbl l lty.ololy for cn.tlo.lgn shorn. Th..ul t.bIl Ity end...of th le dr..Ing far any.tructuro 1. /O�A��.p�\\
2400 Lake Orange Dr.,Suite 150 r.sp...Iblllty of th.Bullding D..Ign.r p.,ANSI/TPI , S...2. 'bitr(�4µ*nl�\pr\p DUR.FAG. 1.25 FROM RC
Orlando,FL 32837 For mh. Inform.tl.n s thls,.b•t Shoo,.' t p.g.and there web niter:
FL COA 90278 ALPINE: .alpinhltw.com; TPI: cpl nst.org; WTCA: www.sbcindustry.c ICC: —.1....fo.org illiam H.Krick Lic.Number 70 61SPACING 24.0" J RE F- 1 VXZ408_Z1 6
• 1 02/01/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
( 15218-/Model A -- Lt 6 Tarpon Flats Ft. Pierce, FL - HJ7 )
Value Set: 13B (Effective 6/1/2013) Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
--- ------ -
Top chord 2x4 SP #1 Dense _ _ __TC- From- 0-plf-at-2.83-to--92-pIf-at-0-.-00----- --
Bot chard 2x4--SP-#1-Dense TC- From 2 plf at 0.00 to 2 plf at 9.84
Webs 2x4 SP #3 BC- From 0 plf at -2.83 to 4 plf at 0.00
BC- From 2 plf at 0.00 to 2 plf at 9.84
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC TC- -112.69 lb Conc. Load at 1.41
TC- 151.48 lb Conc. Load at 4.24
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- 359.47 lb Conc. Load at 7.07
within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 BC- -17.98 lb Conc. Load at 1.41
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 89.31 lb Conc. Load at 4.24
BC- 177.21 lb Conc. Load at 7.07
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. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 3 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
i2-10-6
R=151 U=62
2X4=
3-9 14
4.24
0-4-3 +9-4-0
T_ R=341 U=195
4X4=
2X4(A1)
�2-9-15�
9-10-1 Over 3 Support
R=459 U=586 W=10.564"
.c+iA�Nuuno I wrnnrrn„y
Design Cr i t: FB 201 0%D/;P I 7(STD)
PLT TYP. Wave ���*
( )/O 0( ) 15 �� QTY:4 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI . TC LL 30.0 PSF REF R408-- 22790
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t
Trussos raqulro a[SCSI
ra in fabricating, M1and',"I sM1lpping: Installing an0 bro.ing. Rofar to and$c_roll o.708 1 TC DL 1 5.0 PSF DATE 02/0 1/1 7
o Ip[ose etlltlon ofrBCSl e(Duiltling Conponont SaToty Information, by TPI antl WTCA) for safaey pra<el<a pri
o porro..i'g chosb Tun.clans. Instal tars shmll provltlo comporary brbcinp par OCSI. Unlass nocad oth"I •
top chord shall I-properly attaenetl structural shobeM1ing and bottom chord shmll hm a praporly a M1 _E BC DL 10.0 PSF DRW HCUSR408 17032522
r lfl ltl coiling. Locations shown for parmanant latarbl ras[faint oT webs shall hnvo brbeing Install<dtpe BCS
sa<[lans Ba, 0T or-.sss^appli.ablam, Apply places to each f16OA-Z tru c nd poslclon os shown"bova tl a 1•• !� A� O
a tha.loin[Da[ails. 1< tetl oth rwisa. Rofar to drawings 160A-Z fors nntlard plats positions. • �7 /{ : = BC LL 0.0 PSF HC-ENG GA/DF
Alpina, a division oT ITW 13UI1,11 g Componants Group Inc. sM1all n o espo..ble ror any davlatlan fraA •f!.v€`
ti drawing, any failure[o builtl th<truss in conformance wlCh AN5"TPI"l,ror ror handling, shipping. D ��AN ITW MPAN A braci •(\�� TOT.LD. 55.0 PSF S EQN- 809749
CO Y Inscailaclon ng err crasser:. /C� +�,••• 4•,w i'
' A sosl on thls drsr lnp or cowr pspa Ilstlnp[his dreslnp, Intllest..s,mpt,n,,or profs..lonsl Mgln..rinp
rosponslbl llty solely far eha doslpn shown. Tna sultebllley end user oT this drs.lnp far shy stru<Yura la[h %q Tp�� DU R.FAC. 1 .25 FROM RC
~ 2400 Lake Drangt Dr.,Suite]$O rasponslblllty of-Bal Iding Daalgnar Par ANSI/TPI 1 Soc.2. 'M j A,n+
Orlando FL 32837 Far mars informs=Ian1 this,lob's genarml :Pager and tM1aaa web spas:FL COA 90278 .ALPINE: www.nl pinaicw.com; TPI: .tp-t g; WTCA: www.sbclnduscry.com; ICC: www.lccsafo.org William H.Krick Lic.-Number 7096i$PACING 24.0" J REF- 1 VXZ408_Z 1 6
0,2/01/2017
CLR Rein -Forcing Member
T-Reinforcement
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 10d (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 sealed 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 RelnfOrCement
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) 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.
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OK)
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.
(K) Center scab on wide Face of web. Apply (1) scab to each
face of web.
N,
..WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! -•••`�' S� n y
,'IMPORTANT..FURNISH THIS DRAWING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL PSF REF CLR SubSt,
Trusses require e.trenp care in fabricating,handling,shipping,Installing and bracing Refer to
v V follow
the lutes:edition of BCSI (3u3orng Component Safety Information,by TP] and SBCN£or i . C • - TC DL PSF DATE 10/01/14
practices prior to performing these functions. Installers shall provide tenporory bracing per BCS : 0.7o8 1
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom bbb ortl
shall have a properly attached rigid ceiling. Locottons shorn few permanent lateral restraint of 1 . _ BC DL PSF DRWG BRCLBSUB1014
/��7 !lf��� III shall have bracing installed per BCSI sections B3,B7 or BID as applicable. Apply plotes to each f : • BC LL PSF
//II�IU'�'Imo\ III Re truss and position as shorn above and on the Joint Decals,unless nosed ptherrfse. S AT 0 '
��� �—' Illl \VVI II f�—' Re lei to drawings 160A-Z for standard plate positions. -11 : f
Alpine,a division of ITW Building Conponents Group Inc.shell not be responsible for any deviation fi•/o • / . t;
l AN ITWCOMPANY this dra.ing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, orr^_/ t e TOT. LD. PSF
installation s bracing of trusses.
A seal on this drdr6+g or cover page listing this drorimg,indicates ac ptance f proCe i.—I ..•. ....
•u.��♦
J 13723 Riverpolt DNVe nginpering responsibility solely for the design horn. The sultoblity na a of this dr,'ing (77 �� ��pp
suite 200 far any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. /q'rI(J , 17 DUR. FAC,
Maryland Heights,MO fi3043 For n re InFormation see this job's general notes page and these web sites *h�tl t
ALPINE r r.olpineitr.con; TPI,—Apinst.org;SECA,r.a.sbcindustry.arg;ICC-r sofe.org PACING
1. 5;
02101/2017
Commentary: Deflection and Camber
_ Ca_rsb_er -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
limiting deflection and estimating camber. Conditions. or _ - Note: The actual dead load -may be considerably-less than
codes may exist- that require exceeding these the design dead load.
recommendations, or past experience may warrant using 1tiT11Hn1q„1i,,�
more stringent limitations. H••k,y��%�4
--WARNING!-- READ AND FOLLOV ALL NOTES ON THIS DRAVING! S `� • REF DEFLEC/CAMB
-+IMPORTANT--FURNISH THIS➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i
Trusses require e.trenr car in F-brie-tin handling, hi a g-
g, g,s Aping,installin ontl br-cin Refer to
follow the latest edition of BCSI(Building eonponant Safety ]nforn-tion,by TPI and SBCA)For safe} r 0.708 ^� DATE 10/01/14
practices
Pror to performing these functions. Inst-llers shall provide temporary bracing per BCSI� S
Unless noted otherwise,top chortl shall have properly attached structural sheathing ontl bottom I
shall have properly attached rlg;tl ceiling. Loc-bans shown for permanent lateral restraint of ws i a DRW5 DEFLCAMB1014
Fi ��F� FI I� shall have bracing Installed per BCSI sections the
B7 or Details,
as applicable. Apply plates to each io w a
IILII`� 1�1�\__ „II IILtI�-=J' Re truss and position as shown-move and on the Joint Details,unless noted otherwise. j SAT
Refer to tlrowmgs 160A-Z for st-nd-rd plate positions. y ���w A •rw��C�
Alpine,- orvision of ITV Building Components Group Inc.shall not be responsible for an deviation fr P
AN Il'W COMPANY this drowing•any failure to build the truss In confornance with ANSI/TPI 1,or for handling,shipping, w. w
imstollotion 4 bracing of trusses. /�� -•w•wr �ww• �`
A seal on this drawing or cov r page listing this drawing,Indicates acceptance of professional
13723 River port Drive re ngineering sponsibility solely for the design shown. The suitability and u iof this drown 4
/ Suite 200 p For any structure is the responsibility of the Building Designer perANSI/7P1 1 Sect. 8 't
For more information see this w'tT1 �7
Maryland Heights,MO 63043 job's general notes page ontl these web sites
ALPINE+w w.olpineitw.con;TPI:www.tpinst.org;SBCA:w w.sbcindustry.orgi IM www.iccsofe.org
DY01/2017