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HomeMy WebLinkAboutTRUSS PAPERWORKOUTHERN TRUSS :COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 * Fax: (772) 318-0015 Job Number. J1900929 Customer. Ryan Homes Name: Oakland Lake Address: 5238 Oakland Lake Circle �B r City, ST, Zoo. Fort Pierce, FL 34951 General Truss Engineering Criteria & Design Loads —Bullding Code and Chapter. FBC2017rrP12014 ComputerPmgmm Used. MITek Version: 8.23 Oct 2 Gmvityt Gravity: 37.0 psf ROOF TOTAL LOAD N/A N9nd Building Authority: 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Tmss lD# 1 11/14/18 Al 2 11/14118 A2 3 11/14/18 A3 4 11/14/18 A4 5 11114/18 As 6 11/14/18 A6 7 11114/18 A7 8 11114/18 AB 9 11/14/18 ABG 10 11/14/18 131 11 11/14/18 B2 12 11114/18 B3 13 11/14118 B4G 14 11114/18 C1 151 11114/18 1 C2 161 11/14118 1 C3G 17 11/14/18 CJ6 18' 11/14/18 CJ7 19 11114/18 J1 20 11/14/18 J2 21 11114118 J3 22 11/14/18 J4 23 1V14/18 is 24 11/14/18 J8 _ 25 11114118 _ _ 17 26 1'U74N8 J is 27 11/14/18 MV2 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package FILE �O PY Brian M. Bleakly FL Reg. Eng. No. 76051 Je, 2590 N. Kings Highway Fort Pierce, FL 34951 No. Data Truss ID# 28 11114/18 MV4 29 1 11/14118 MV6 REVIEVVE® FOR Cp®E CC)MPLiAMCE ST. LU I COUNTY L Page 1 of TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions For Wood Construction. -132.5# per Nail (D.O.LFactor-1.00) rids toe nails only have 0.83• of 'lateral Resistance Value. 12 I . 9-9-5 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT ® UP 10 265g — 2-16d NAILS RM'D. I@) up TO 394$ — 3-15d NADs RFA'D. Typical jack 45' attachment Bd toe nail TYPICAL CORNER LAYOUT 4 $-16 Typical Hip—jacle attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — Be — — — — — —— 2-16d nails ---- J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — Be — — — — —— — 2-16dnails — — — —— J7 TO HIP GIRDER TC — — — — — —— 3-16dnais - — — — — Be — — — — — — — 2-16d nails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC ------ — 2-16dnails — — — —— MDll►CUM GRADE OF LUMBER LOADING iPSF) SDL DIQZ: aas L¢ 2+t4 SYP /2 B.C. L Da17 2s4 SYP ? WEBS 2e4 SYP No.3 20 100 G f SDUTHERIU TRUSS Fort Pierce Division 2590 N. Kings Hi hwoy, Fort COMPANIES Pierce, FL 34951 (80007-0509 (772)464=4160 —bd'✓/'"+_-__._ Fax(772)318-0016. Bn"Sn M_ Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL (9CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.6.1-Foctor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. r�-12 4) 4D ALLOWABLE REACTION PER JOINT ® UP TO 265f - 2-16d NAILS REO'D. Q UP TO 394f = 3-16d NAILS REO'D. Typical jack 447 attachment 2-16d nail O TYPICAL CORNER LAYOur 3-1 non Typical Hip jacW attachment CHORD HANGERS FASTEN ER - GIRDER JACK J1--13 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails ----- J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails ----- TC - - - - - -- 3-16dnails - --- BC - - - - - -- 2-16dnails ----- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - -- 2-16dnais ---- TRUSS COMPANIES 8MUM GRADE OF LUMBER ( LOADING (PSP7 T.C. 2a4 SYP A . I L D B.C. - 2t4'SYP #2 TOP. 20 WEBS 2a4 SYP NO3 BM= 00 10 SPACWG 24' O.C. Fort Pierce D�giviaysior �90 Pierce Kings FL 349 S (800)232-0509 (772)464-41 GO Brian - M_ Bleakly Struat Eng J76051 2590 N. Kings Highway, Ft Plerce, FL. 34951 777-484-4160 Ham -Ors Face Mount Hanger Charts MiTele - -.i • -.... Marsh'SOodcflx.`"e"etlFn;. �':i.• '_ "=. {2iP .�-" `J �;`��J • : � � .. •� .: -: A-�_ _: T.. �. .: s_•' s'y. .wci. i t : �' :. � •'.' :..4 �`, mow':..--x=•.'u: we .• ✓160C�191Y9d3l�acl'. .. a j. ' !:�_�,,a ^a �`._ �-AeE:'. _tit": -0'e:' a� �`c�i= •"1rddS` : % .�1 .. + -.-,:f � : n}- � �_�- ,,� P.' i � ,ate � - - . _ • ' - +• �eu�•=. F1mQ � ��.>._ .aav1. tm%iieici� �sn%• .M 11e4 ZD 1-Bnfi a 1-V2 iS/l6 - ! tm 2 lmxt-la :470. 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'1 119 9%,l Olt d6d 9Y' 2!4Y411Y101 dSd 0L 04 0 09, OLL 'nz 11OLL Ard uz P . amwm 4 ��rr is d,IH3'IVNOUdb 6fL1m 1wNNOLLdO 4 �Ymn °u"�rt vi�fil 'N44Hs 6Y J110 OM vo 3W4os 29 ApY-H� 4VWq kll=d Sam A M VOOM 3Ni sv am sv Avn4 30 A'Ma` ds m Lni � s°�iado°a�ioaa°a�u d'�Yw°�m+� t�nvn�iu�iii �'ao�G.d No avawae M otn4vde N4s4a 4 mn MMEMOM1,12 Noo:9a m1Vd3 ,33f3N1om N�o�1 o3lllmds 2w a4m EV NO to .i'G iv am °6°m *WAM Can 3d M M �ILLYAN30�RRdUI d� Ho d4l 433opo nH AHY JHOMH 10M MIVA BMW yo NOR Iwo i•lId o a m1Vm °57W4 i� C3 L t O � „0—, "'m� i�o�°,'"rc Ica a-m o4 mM6, �+YmHtmw+ m •m . Y44a'oo4 mc4mtu -mm Aunt UNmtmra°t Rni�i tiv e + �NroI r0odt 6�CI 4WIb "fiaw=S 3mA9 OL A:'11VA fi0M141`NW1N i»� humum do am" Y4 v dour awn 24 m ca. G1 /6Y4 ao CI dAC w MGM. Eja 11/0 ado NO NL� dB *aNO (.iCxC PaW'q�0'; a•n39 ° EI tj4dO 91 dM "C FOM u36Wm 40 3me PLfLPll 4m C IHFL FF ,. v` HF m d.r W 5P DFL a ti i SPF E ci 3 " 4 SP � r; OFL �,•b 1 +� PIS � cl _`�' ra.:� � � � �'�� i � S0UTHSAN . TRUSS c • Fuu(7 MAX .., • ' rove ww o�N cnnmu p 4/a40• u ogoN auaauvU� �o"o'F'�u `�nM' _ id�av�-o�'°a°ovmi�o�a�Ota• . • •'�ju'ms �'a1p11F800. IENmN 9E A NINAINN up BOX of-wo =._r;tr ' .ti r m. PSF �rypicgal Ri 3g,'ba(ck LD(atail MINIMUM OWE OF UIMBER Top%Chun aa4 BYP /2 ar b^aar Boq`: Chad 2x4 5V / or baUn I tuba 2�4 0YP j1 or boaK RVE" 10 m m arm fax now PWF9 mm hwlaw VBEI ms AT 4' Go Wa. lap MIO;.mm WBa`Bn= MUST BE B1MOMEO SO IM ONE PM IIDiu 7o eMoca 1s Swan DEMON FOR BEaWRED PWW 5WNQ- 70 am O Apnnm tE FOR 7w FOUAWOM wm calalm 9 jko-MPN Bum 36' MC1N Hai. ABLE ma Claam BUM. ANYwrRRE ar RaOF. 1 AIL FROY a ai r qr. qhi m L Ir MrAR�RorR7Nolo PaP 1 .87Dtl, P9R r, NOOP r�a�r : '.IXa•B puMaBAD IWulNd AS BORIFApgEECM cesIVRK4' Wtft obi m / WEB BRACING CHART WEB LENGTH ' REQUIRW BRACING_ a' TO 719" NO BRACING 7'B" To 10' 1N4 'r BRAC SAME ORAk.- SP ES AS WEB MEMBER, OR l ITER AND Box I ENa(►� OF WEB MEMBER. ATTACH WITH ad NAILS -AT 4 0/0. 10' 1'0 14' 2R4 'T° BRACE. SAME GRAD Ej SPECIES AS WEB MEEMMBERR. ATwml BEITER AND a At {4"O0WEB -If I R B 1 *AITAUn rlwwlvmA% Oifn a auh,.(a wn rr......... ...... .. .-_ .- ---- - W c1 r- r-k T r r 50 E�iV Fort m .t r+ M 9 (a0O)Z f i; JOINT SPANS UP' TO TYPE 30' 34' 35' 52' A 20 2.50 2.50 3x5 B 4x5 5x5 0 1.5x3 1.5x4 41.5x4l.U4. D 5x4 5x5 laa Maximun Loading dad 55pat at 1.33 flaratlan Factor zdlb- 50pof at 1.25 BuraUan Factor 47paf at 1.15 Duration Factor SPACING AT 24' O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: lScairBracing to be used when contuwous lateral bracing atmidp*d (orT=Brace) IS Scab must omwfull length ofweb •tA S". THIS DETAIL is NOTAPucABLE WHEN BFACING IS RMLgRMArV&POINTS OR FBRA'CE ISrSPEgI MM, APPLY 2>,_SCABTOONEFACEOL'WEBVJM 2 ROWS OF 10d-(,TX M131-) NAILS SPACED E'O.C. SCAB mus-r BE THE SAME GRADE, SIZE AND SPECIES (OR BEHER) AS THE WEB. I MAXIMUM WEB AXIAL FORCE =?500 beMAXIMUM WEB LENGTIi=•12'-0"'SCABBRACE2K4MNQPUMWEB•SIZE- MINIMUM WEB GRADE OF 43 n NaAs� � SeeBont)efatt Srab-Brace Web Scab -Brace must be same species grade (or beilet) as web member. ..+.e.... .. tii t��.a+........yy-�...�....�:�wi"i•6.aTSV.i_•a::. '.--aci'+FN.C.".;f 4'L-'.'Rri-. �-ra.-�+.. a.J.. J.. .._. .. '}: ... �.. _ ..... L-BRACE DETAIL Nailing Pattem . L-Brace star Nan Side . INdSpacing . 1x4 orb 10d SF-mm 2x4, 6, orB 16d w C.C.. Mote: Nag along entire length of L43mce. ; (On Two-Ply's Naa to Both B6es}- WEB L-BRACE Naffs \ � SeeSen Dctell � I..Brare Web Note: L-Bracing to be used when continuous Blare! bradng is LnpragliwL L-brace trmst cover Bn urwab Goal. ' L-Brace must be same spedes grade (orbettelj as web member.- L-Brace Ste; for One-Pty buss Specified ConrInuous Rows ofl-ateral Bracing Web Size 1 2 2x3 or2x4 1x4 2xB 1ys 2( W �» —vw.wrsusmTnrn oxNOTAPLIOABLE L-Brace She foriWa•Ply Tnms Specified Continnuous Rows oft. maiBracing P, 2 MM 222xB... `nm=suasnnmoNNOTAPUCABLE T BRACE / I -BRACE DETA& Note: T-Bracing / I Bn�cu+g to be used when continuous lateral TO ftrgrractit aL T Brice / 1 Brace must aver m of web Noss: This dete0 NOT to be used to c�T-Brice / 1-3ace webs to continuous lateral braced webs NaMng Pattern T-Brace size WASH _ INaSpacing U4orUS 10d Er cc. 2x4 or 2x6 or 2 dl 16d 8' o.c. Note: Nallalong enUm bogth-of•T-Bracel l-Brace• (On Two-Plys Nall to Boon Pilot) afternate position WEB NaUs SecftPeta0 T-Brace Webalfernat�eposItlon Natty Web I -Brace Na¢s SPACW© BraMVMD for Oas-ey Taus Sptadfied Coninuous Rowsof lateral Bracing Web size 1 2• Wur 24 1x4 (y T-Brace 1x4 (') I Brace 2x6 US () T-Brace W I -Brace 2x8 2x6 T-Brace 2x8 f-State Brace Size forTwo-Py Tnrss Specified Continuous Rows of Lateral Bracing web Sim 1 2 2xEM ar4T Brace 2x41 Brace • 2x6 T-Brace 2x6 I Brace 2x8 W T-Brace 9, R LRm, T-Brace/ Wkace mud be same specie; mud grade (or hatter) as web member. (� NOTE If SP webs amused In ft Cuss,Ix4 or lxB SP bmees must be stress rated boards'witir design values that are equal is (or belt* the Mw web For SP firs Iumber�grades up to g2 whh 1)Lbracing mdmK use IND 45 forT-B For SP buss lumbar grades up to 41 with 1)bradng matinK use IND 55 torT-Braceli Bmw Job Inuss Inuss lybe 0aklandlal4 -W60 1452-A At COMMON Illry 1MY 1 7 Job Reference o tlonal Y = 3/16 in 3X5 _ ' 15 14 13 12 11 10 `-" 3x5 = 3x10 M18SHS 11 3z4 = 4x6 = 3x4 = 314 = 416 = 3x4 = 3x10 M185HS II 1-14n n-9A 171 1a 9L11 4 32-n.1n [Lnr,�Vzff. I} 0 -0- 8-2-6 17-1 d-5 7.10-6 7-10-6 8.2-8 Plate Offsets MY)- I1:04.14,Edge1 [1:0-G 4 Edge], [9:D-0-14 Edge] I9:0-64 Ednel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(LL) 0.22 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0A212-13 >999 180 M18SHS 2441190 ACLL 0.0 Rep Stress Ina YES WB 0.59 HOR(CT) 0.13 9 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix- Weight:213lb FT=10% LUMBER - TOP CHORD 2x4 SP No2 *Except* T1: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right 2x6 SP No.2 REACTIONS. (size) 1=0-8-0 (min. o-1-8), 9=0-8-0 (min. 0-") Max Horz1=159(LC 8) Max Upllft1=-529(LC 8), 9= 529(LC 9) Max Grav1=1529(LC 1), 9=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. FORCES. Qb) - Max. CompJMax. Ten. - Al forces 250 Ob) or less except when shown. TOP CHORD 1-2=325811114, 2-3=3083/1077, 3-0=2966/1095, 4-5=2377/865, 5-6=23771865, 6-7=2966/1095, 7-8=-3063/1077, 8-9=325811114 BOT CHORD 1-15=1097/2934, 14-15=81412449, 13-14=81412449, 12-13=45011809, 11-12-65412449, 10.11=654/2449, 9-10=93812934 WEBS 5.12=-329fJ74, 6-12=650/441, 6-10=215/564, 8-10=-297/297, 5-13=-3291774, 4-13=6501441, 4-15=215/564, 2-15=2971297 NOTES- 1) Unbalanced roof live loads have been considered for this desigrE 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsh, h=15fk Cat. II; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This Was has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at]olnt(s) except Ql=1b)1=529, 9=529. LOAD CASE(S) Standard PE 7 051/XX SOT `�zAr17=-6i �///`�S pNAi'EP' Job mee 1russ lype WW ely Ca nd Lexe-Lat 60 1452-A A2 COMMON 2 1 Job Reference o tlonal sWUMM i russ, rL YIeRe. M.. ;1 l S00 12 316 = yX _ 6x5 = Dead Load Dee. = 114 in fir= 17 1s 15 14 13 12 —3x5= 3x10 M185HS I I 3x4 = 416 = 3x4 = 3x4 = 4x6 = 3x4 = 3x10 M18SHS 11 1.OA n-7-6 17J 13 2i113 A2-pin 41. 42-M 8-2-5 7-ID-6 7-10.6 7.10-6 8-2-6 Blate_Unable (Y,Yj— 11:0-0.4,Edcel, [1:0-0-14 Ednel, [5:03-12 0-2-8L [6:0-2-8 D-3-Ol, [7:0-3-12 0-2-51 [11:0-0-14 Edgel. N 1:0-0-4 Edgel LOADING(pst) SPACING- 2.04) CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.84 Vert(LL) 0.26 14-15 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.76 Vert(CT) -0.5114-15 >968 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 We n/a BCDL 10.0 Code FBC2017frP[2014 Mabbc-S Weighl:211 Ib FT=10% LUMBER - TOP CHORD 2x4 SP M 31 *Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left 2x6 SP No.2, Right 2x6 SP No.2 REACTIONS. (sae) 1=0-8-0 (min. 0-1-8), 11=0-8-0 (min. g-1.8) Max Horz1=148(LC 8) Max Upliftl=-517(LC 6), 11=517(LC 9) Max Gravl=1529(LC 1), 11=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-6.12 oc bracing. FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=3267/1069, 23=-308B/1051, 3-0=3012H069,4-5=2368/826, 7.8=2368/827, 8-9=4012M069, 9-10=3088/1051, 10-11=3267/1090, 5-6=21331810, 6-7=21331810 BOT CHORD 1-17=106512945,16-17=76412428, 15-16=76412428,14.15=-02711826, 13.14=-61512428, 12-13=-615/2428, 11-12-917/2945 WEBS 6-14=-296f729, 8-14=-590/402, 8-12-2321585, 10-12=3181313, 6.15=2961729, 4-15=590/401, 4-17=231/585, 2-17=318/312 NOTES- 1) Unbalanced roof live loads have been considered for this desigd. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151C Cat II; Exp C; End., GCpl=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonooncu ent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except (jt=1b) 1=517, 11=517. LOAD CASE(S) Standard 7 PE 7 051 M o°F',c 0�9 Job ms3 I msS I ype Oakland Lake-I-Ot60 1452-A A3 HIP 2 t Job Reference (optional) southern Trues, Ft Pierce, FL, 34951 5.00 12 6z5 = Dead Load Defl. a 3116 in 3x5 = 3x4 = . 4x8 = 3x4 = 3x8 = 4x8 = 3x4 = 315 = d-0 42-0 843 24440 3b7-13 408-0 440-0 8-0d I '70 I 7-b0 I 8-i-19 I 88d o 4rr� 040 1-0-0 Plate Offsets OLY)— t1:0310.0.2-81, (6:9-54.0-2-81 112:D310,0.2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.93 Vert(LL) -020 16 >999 240 MT20 244/190 T,CDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) .0.411'6-1B >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.77 Hoa(CT) 0.13 12 We nla BCDL 10.0 Code FBC2017frP12014 MabbtS WelghC 2271b FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-8. Right 2x6 SP No.2 2-11-8 REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 12=0-8-0 (min. D-1-8) Max Horz1=133(LC 8) Max UpIIM=500(LC 8), 12=-500(LC 9) Max Grav1=1529(LC 1), 12=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. WEBS 1 Row at midpt 6.15 FORCES. Qb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3256/1053, 23=3178/1065, 3-4=3036/951, 4-5=2937/960, SS=23551777, 6-7=21241`/55, 7-8=23561777, 8-9=29371960, 9-10---3036/951, 10-11=3178I1066, 11-12=3256/1053 BOT CHORD 1-18=1033/2933, 17-18=-80512618, 16-17=8D5/2618, 15-16=SO412124, 14-16=672I2618, 13-14=-67212618, 12-13=90012933 WEBS 3-18=237/256, 5-18=711428, 5.16=6431385, 6-16=1651556, 7-15=-117/557, 8-15=-643/385, 8.13=72/427, 10-13=237/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.OpsF, h=15tC Cat. II; Exp C; End., GCpi=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .100 lb uplift atjoint(s) except at=lb)1=500, 12=500. LOAD CASE(S) Standard job NSS I NSS iype Oeldand lake - Lot 60 1452-A A4 HIP 2 1 Job Reference o tlonal 6.00 Ff2 54 = 3x4 = 5x5 = Dead Load Dell. =114 in 3x5 = 1.Sx4 II 3x6 = 3x4 = 3x8 = 4x6 = 1.5x4 11 315 = 3x4 = 1-0-0 8-0-14 15-2-0 20-7-7 26.10-0 3311-2 41M 42-0-p i-041 7-0-14 I 7-1-2 I 6-57 7-0.1a i- -.Plate Offsets L&YI— 11:0310.0.3-01 V:0.2-8 0-z-71, r11:0-3-10.0.3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in One) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.78 Vert(LL) 024 15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.83 Ven(CT) -0.4417-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Hoa(CT) 0.19 11 nla n1a BCDL 10.0 Code FBC2017/TPl2014 Matrix- Weight 230 Ib FT =10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No2 3.8-41 Right2x6 SP No.2 3-84 REACTIONS. (size) 1=0-8-0 (min. G-1-13), 11=0.8-0 (min. 0-1-13) Mau Horzl-118(LC 9) Max Upliftl=-480(LC 8), 11=-480(LC 9) Max Grev1=1529(LC 1), 11=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-14, 9.14 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 1-2=3275/966, 2-3=31491983, 3-4=2591/846, 45=-25061869, 5.6=24371904, 6-7=-22791838, 7-8=25051867, 6.9=2591I844, 9-10=31491984, 10-11=3275/967 BOT CHORD 1-18=93312950, 17-18=93312950, 16-17=612/2291, 15-16=612(2291. 14-15=-68712448, 13.14=835M51.12-13=-83512951, 11-12-835M1 WEBS 3-18=01314, 3-17=7061420, 5-17=-1001462, 5-15=1071396, 6-14=4351137, 7-14=1321627, 9-14=707/422, 9.12=01311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph)TCOL=4.2psF BCDL=5.Cpsi; h=15ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift atjoint(s) except Qt=lb)1=480, 11=480. LOAD CASE(S) Standard 0N M 8ji/j/ i \CEN4,- 3(/ PE 79051 S ONAI Job I Ns9 nisi; we Ply Oagend Lake -Lot 60 1452-A /Z JQW I HIP 2 1 Job Reference (optional) .ern I Was. rL rwres, ri., 3 vat Hen:. B.m s Od 212018 Rint 8230 a Oti 212ma MRek lMaetnes, Inc Wee NUV 141ZAcCINI L 11:1 "3e l7 ID:EaPDUIwCWA016wSO7VTFd2:75cK.Fhl iympPsln?RnwrKy446JMwkkPgY=QVnCy ]-0.14 1B3-5540 27i 2 IWI4$rS7-0-14 I • 5x7 = 1.Sx4 II 5x7 = Dead Load Deli. =1/41n US = 1.Sx4 II 4x6 = US = 3x4 = 1.5x4 11 US = 3x4 = 4x6 = 1A-0 42-" '1-0 7A14 138-0 21-00 ZBSO 31-11-2 4080 41ee 1-031 sa14 I ssz I 780 I Til I eaz I se-1a GUM 04-0 1.0.0 Slate Offsets CC.Y1- f1:0.3-10,0.3-01 14:0445-2-61. f6:0-5-4 0-2-81 (9:0.3-10 0.3.01 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(LL) 0.29 13 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.79 Vert(CT) •-0.5213-15 >957 180 BCLL 0.0 Rep Stress Ina YES WB 0.56 Haz(CT) 0.19 9 We We BCDL 10.0 Code FBC2017rTP@014 Matrix- WelghL• 223 Ib FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 SLIDER Left 2x6 SP No.2 3.4-13, Right 2x6 SP No.2 3-0-13 REACTIONS. (size) 1=0-8-0 (min. 0-1-13), 9=0-8-0 (min. 0-1-13) Max Hoa1=103(LC 9) Max Upli1H=-472(LC 5), 9�472(LC 4) Max Gravl=1529(LC 1), 9=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-2-10 cc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2--328111030, 2-3=316411045, 3d=2724/963, 4-5=-28BW1104, 55=285511104, 6-7=27241963, 7-6=3164/1046, 8-9--3281/1030 BOT CHORD 1-16=89712955, 1576=897/2955,14-16=72312461, 13-14=723/2461,12-13=71912461, 11-12=-719/2461, 10-11=894/2955, 9.10=894/2955 WEBS 3-16=0/269, 3.15=-563/351, 4-15=-79/443, 4-13=226/644, 5-13=-057/348, 6-13=-226/644,6-11=79/443,7-11-563/352,7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=42psF, BCDL=5.DpsF, h=15% Cat. II; Fxic C; End., GCpl=0.18; -MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water painting. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconaurent with any other live loads. 5) Provide mechanical cormealon (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib)1=472, 9=472. LOAD CASE(S) Standard Job Inuss Muss ype oaldend lake -Lot 60 1452A AS HIP JUIY jV1Y 2 1 Job Reference, (optional) Soulher, Truss. PL Pierce, FL., 34961 5x5 = q nnri—, 3x4 = 316 = 3x4 = 5x5 = Dead Load Dell. = 5/16 in ro 'a w Us = 1.6x4 II 3x8 = bxs = 314 = bz6 = 3x8 = 1.5x4 II 3x5 = 14-0 42-0 Vt• 80-id 11A-0 21I ae-1-041 30E0 3511-2 W4 W 11 saz I se-0 I aso I ssz oaa � oag 14Y0 Plate Offsets (X Y)— rl:0310 0-3-01 rUt-1-14 Edgel 111:03.10 03-0) it 1:1.4-3 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.31 , 15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.45 Vert(CT) -0.6613.15 >879 180 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mabix•S Weight: 2181b FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2z6 SP No.2 2-10-5, Right 2x6 SP No.2 2-10-5 REACTIONS. (size) 1=0-9-0 (min. 0-1.8), 11=0-8-0 (aim.0-13) Max Horz1=88(LC 10) Max Upliftl=-497(LC 5), 11=497(LC 4) Max Gmv1=1529(LC 1), 11=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-93 oc purlins. BOT CHORD Rigid ceirmg directly applied or 7-4-7 oc bracing. FORCES. Oki)- Max. CompJMax Ten. -All forces 250 Qb) or iess except when shown. TOP'CHORD 1-2=-330 11099, 2-3= 3248/1113, 3-4=2886/1051, 45=2638/1010, 5-6=3280/1257, 6-7=-3280/1257, 7-8=2638/1010, 8-9=2888/1051, 9-10=3248/1113, 10.11 =�3301/1099 BOT CHORD 1-18=96512974, 17-18=965/2974, 16.17=1117/3216,15.16=1117/3216, 14-15=1115/3216, 13-14--1115/3216,12.13=-961/2974, 11-12=961/2974 WEBS 3-17=-4031292, 4-17=20W82, 5-17=840/361, 7-13=8401361, 8-13=208RU, 9.13=403/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsf; h=1510 Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other Eve loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)1 =497, 11=497. LOAD CASE(S) Standard \�o\1111�1I IIl //,,I \\` IN 4t' 4XGEN,94 `I`I%i�� PEt7051 S ORID //�ss�� IAl 11�NG`\\\ Jul)mss I rumyp0 y 0e WLexe-W60 1452-A A7 HIP 2 1 Job Reference o Oonal •••.•.•.�.••.�os. �..a•.o, «,�.o„ wa:aPOUtwC VzmawSO7vses�an mro6W,A9?usmas, ,na HCOMMT.MS c92Jey 8— ID:EaPOUhvCWA016wS07vTFdY15cK-)ta4961d(A97C9KadLeMZUHcOkIMeTo2h9W92JeyJJ 17S299 9-7 S2 7{ 3I, W14 MI I 7-6 76 Dead Load Dell. = 6116 in 5X7 = 1.5x4 II Us = 3z4 = Sx7 = 5.0012 4 22 5 6 7 8 50 = 17 76 1s 14 13 12 Sx7 = 3x5 = 3x4 = bx6 = 3X8 = 3x4 = 4x8 = 3x4 = 3x5 = 144 42-0 1 eso n za 2 '7 32:0 4oao 4fA0 s 24 ] 7b9 I 7r i 7a-za Vista Offsets(XY)- [1:03.10,0.3-01,f4:0-5-4,0-2-81.[8:0.5-0,0-2-61 [11:0-3-10,0-3-0] [15:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO , 0.56 Vert(LL) 0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.64 14-15 >772 180 BOLL 0.0 Rep Stress Incr YES WB 0.77 Hom(CT) 0.15 11 nla We BCDL 10.0 Code FBC2017frP12014 Matrix' Weight:2121b Fr=10% LUMBER - TOP CHORD 2x4 SP NO2'Except• T2,T3: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No2 2-3-8, Right 2x6 SP No2 2-3-8 REACTIONS. (size) 1=0-6-0 (min. 0-1-8), 11=0-8-0 (min. 0-1.8) Max Herz1=-73(LC 9) Max Upliftl=-523(LC 5), 11=523(LC 4) Max Grevl=1529(LC 1), 11=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 66-11 oc bracing. WEBS 1 Row at midpt 7-15 FORCES. (ib) - Max. Comp./Max- Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-327311204, 23=-321911211, 3-0=-304611137, 4-5=3899/1574, 56=3899/15f4, 6.7=-3899/1574, 7-8 3900/1575, 8-9=-3046/1136, 9-10=321911211,10.11=3273/1204 BOT CHORD 1-17=1057I2940,16-17=93712793, 15-16=937/2793, 14-15=-142913900, 13-14=93412793,12-13=-93412793, 11-12=-1054/2940 WEBS 3.17=176/264, 4-17=141368, 4-15=559H341, 5-15=-4341329, 7-14=-4741330, 8-14=-550/1342, 8-12=14/368, 9.12-1761264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3se6ond gust) Vasd=124mW, TCDL=42pst; BCDL=5.OpsF, h=15i5 Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)1=523, 11=523. LOAD CASE(S) Standard Job imm Inuss lype uly IOahleM Lake- fill 1452-A A8 SPECIAL 1 1 Job Reference tlonal .lbaalenl I rvss , M rrenll. rL . aaabl 7x84 3x8= 5.00 F12 5x5 = 3x4 = 391i4 5 .S Sx5 = 6x5 = 11 7x8 6x5 = 3x4 — 7 7�9 T 4 12 Dead Load Dell. - 7116In 21 20 19 18 17 16 16. 3x5= ExS= W= 3xil= 5x6= 5x5= LOADING(psf) SPACING- 23: CSI. DEFL in floc) Udell Lld PLATES GRIP TCLL 2D.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.58 1..9 24 MT20 2441190 TCDL 7 LmSL 125 BC 0.99 Vert(CT)-0.9018-18 >522 180 BCLL 0.0 RepOIncr YES WB 0.78 Horz(CT) 0.15 ' 15 We n1a BCDL 10.0 Code FBC20171TP12014 MatrixS Weighb226lb FT=1D% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 .Exmpt• TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudin. T2,T4: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No2 JOINTS 1 Brace at Jt(s): 10 WEBS 2x4 SP No.3 _ REACTIONS. (size) 21=0-8-0 (min. D-1-13),16=0-8-0 (min. 0.1-13) Max Horz21 =81(LC 8) Max Upl11121=-626(LC 8), 15=485(LC 4) Max Grav21 =1 654(LC 1), 15=1554(LC 1) FORCES. Ob) -Max. CompJMax. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 1-2=4701210, 2-3>277911103, 3.5=3806/1587, &b--4048/1672, 6-7=d56911841, 7-8=4569/1841, 8-9=4024/1556, 9-10=3784/1477,10-12=-378411477,12-13=-27681946, 13.14=4891190, 34-26111% 11-12=2951140, 9-11=2901126 BOT CHORD 1-21=2351489, 20-21=.3161489,19-20=101012522, 16-19=4597/4048, 17-18=1481/4024, 16.17=817/2509,15.16=-217/512,14-15=217/512 WEBS 2-21=13971689, 2-20---68712036, 3-19=-676/17OD, 6.19=6131364, 6.18=2191577, 7-18=377/285.8-18=315f704. 8-17=-6371393, 12-17=741/l765, 13.16=.645r2001, 13-15=1401/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2ps . BCDL=5.0psf; h=15fk Cat. II; Exp C, End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nunconcurrent with any other live loads. 5) Provide mechanical Connection (by others) of from to bearing plate capable of withstanding 100 Ib uplift at )oim(s) except at -lb) 21=626, 15=485. 6) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard / PE7051`�� M 7 A � � %c`140R)D NO Job I fuss N56 ype Oaklentl Lake -Lot 60 1452-A ABG HIP _ 1 _ 2 Job RefLeamke a (oplimnal)_ .1O== IN55, YL YlelCe, YL„ JgHJI Its 7rW 5.00 12 5x7 = 1 3 62 \\ T 21 20 t.5x4 II 22 23 4 24, 3x8 = 4x6 = 1.5x4 II -5 m 7 - 314 = 318 32 33 5x7 = 9 3x5 = 34 35 -- 1a - 37 36 " 39 40 41 - 42 43 15 "•' 4b 46 '- 5x'6 = 3xa M186HS= 1.5x4 II 3x8 = 3x5 = 5x5 = 3x8= 6x6 WB= Dead Load Deft - 318In .6x911 I t:l 1 I{ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell ' L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.91 Vert(LL) 0.60 16-17 >787 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.51 Vert(CT) -0.8316-17 >568 100 M18SHS 2441190 BCLL 0.0 Rep Stress Ina NO WB OAO Horz(CT) 0.12 '12 n/a n/a BCDL '10.0 Code FBC2017rrPl2014 MatrixS Weight4321b FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 8-2-0 cc bracing. WEBS 2x4 SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 21=0-8-0 (min. 0-1-8),12--0-" (min. 0-1-8) Max Horz21=57(LC 8) Max Uplitt21=1298(LC 5), 12--1298(LC 4) Max Gmv21=2852(LC 1), 12=2852(LC 1) FORCES. (lb) - Max. Comp./Mm Ten. -All forces 250 (Ib) orless except when shown. TOP CHORD 1-2=764/353, 2-3=5434/2601, 322=774413791, 22-23=7743/3791, 4-23=-774313791, 4-24=7743/3791, 24-25=774313791, 25-26=T74313791, 6-26-7743/3791, 5-27=9097/4437, 6-27=9097/4'437, 6-28=9097/4437, 7-28=9097/4437, 7-29=9097/4437, 2930=9097/4437, 30.31=-9097/4437, 8-31=9097/4437, B32=775413797, 3233=7755/3797, 9-33=775513797, 9-10=-543212600, 10-11-767/359 BOT CHORD 1-21=36W(16, 20-21=-426/766, 2034=2311/4943, 34-35=2311/49431 1935=2311/4943, 1936=-4335/9118, 1836= 4335I9118, 1837=-4335/9118, 3738=4335/9118,1738=4335/9118, 1739=-0335/9118, 39-40=-0335/9118, 40-01=-433519118,16-01=4335/9118, 16-02-3692f/754, 42-03=-368Z7754, 1543=-3682R754, 15-04=3682f7754, 14 44- 682f7754, 14-05=230714941, 4546=230714941. 13-46=230714941, 12-13�3741770,11-12=3741770 . WEBS 2-21=2569/1274, 2-20=199014224, 3-19--1578/3274, 4-19=5721500, 5-19=16151767, 5-17=0/430, 7-16=-553/491, 8.16=745/1578, 8.14-1388/886, 9-14-1587/3269, 10.13=198714219, 10-12=2567/1273 NOTES- 1) 2-ply truss to be connected together with 10d (0.131W) nails as follows: Top chords connected as follows: 2x4 -1 now at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at G-7-0 oc, Except member 20-2 2x4 -1 row at 0-9-0 oc, member 203 2x4 -1 row at D-9-0 or. - member l9-32x4-1 row at 0-9-0 oc, member 4-192x4-1 row at 0-9-0 of member 19-52x4-1 row at 0-9-0 oc, member 5-172x4-1 \\ at 0-9-0 cc, member 165 2x4 -1 row at 0-9-0 oc, .member 7-16 2x4 - i row at 0-9-0 oc, member 16-8 2x4 -1 row at 0-9-0 oc, memb Pt1 2x4-1 row et 0-9-0oe, member l4-92z4-1 row at 0-9-0or, member 13-92z4-1 row at 0-9-0 ocq member l3A02x4-1 row at \ 2) All loads are considered equally applied to all plies, except 8 noted as front (F) or back (B) face In the LOAD CASES) section. PI &\CEIVS connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. i F �- 3) Unbalanced mof live loads have been considered for this design. / 4) Wuld: ASCE 7-10; Vull-160mph (3-second gust) Vasd=124mph; TCDL=42psf•, BCDL=5.Opsf, h=15ft; Cat II; Exp C; End. -. , 8;� PE 7 051 MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 1 U61n4&A1�&r A*q0 plates unless otherwise indicated. ' ` S A p ORID ''//ss° I� � �S"'o' a Job ruse I ruse rypeI y Oeklend Leka-Lass 1462-A nec HIP 1 2 Jab Reference o tional SoMem Tres, FL FI . FL, 34951 NOTES. 7) This trusshas been designed fora 10.0 psf bottom chord live load noncom 8) Provide mechanical connection (by others) of truss to bearing plate capable 9) Hanger(s) or other connection device(s) shall be provided sufficient to suppr down and 139 lb up at 11.6-12. 94 lb down and 139 lb up at 13-6-12, 94 lb 19-6-12, 94 lb doom and 139 lb up at 2141-0. 94 lb down and 139 lb up at 2 up at 285-4, 94 lb down and 139 lb up at 305-4, and 94 lb down and 139 at 7-(r`-0, 70 tb down at 9-6-12, 70 lb down at 11.6-12. 70 N down at 13-& doom at 22-54, 70 lb down at 24-5-4, 70 lb down at 26-5-4, 70lb down at bottom chord. The design/selection of such connection device(s) is the resp LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-9--54, 9-11-54, 1-11=-20 32=94(B) Run:8230s Ocr 212018 Print 8.230 s Oct 212018 MTek lndusuies. Inc. Wed Nav1412A2272018 Pa 2 ID:EaPOUIwCWA016wSO7VTFd275cK-dqb7TngEOVeeytOaUOVf7n_LNiHPc2c477FROy,�17w h any other live loads. ending 100 lb uplift at)olnt(s) except Qt=1b) 21=1298, 12.1298. ntrated lood(s)176 lb down and 238lb up at 7-6-0, 94 lb down and 139 lb up at 9-6-12. 94 lb A 139 lb up at 15-6-12, 94 lb down and 139 lb up at 17-6-12. 94 lb down and 139 lb up at 41b down and 139 lb up at 24-5-4, 94 lb down and 139 lb up at 26-5-4, 94 lb dawn and 139 lb 3254. and 176lb down and 238 lb up at 34-64) on top chord, and 252 lb doom and 123 lb up down at 15-6-12, 70 lb down at 17$12, 70 lb dawn at 19-6-12, 70 lb down at 21-0-0, 70 lb 70 lb down at 30-54, and 70 lb down at 32-5-4, and 252lb down and 123 lb up at 34-64 on 31=94(B) PE 7 051 5:1, 40RID Job N5a was ype Oakimrd lake-Lat fiO 1452-A 81 COMMON 1 1 Job Reference factorial) eouthem Tniss, Ft r lane, FL, 349.51 -l3 Dead Load Deft. -1B In 4x4 = 3- 1-0-0 7-11-13 l 134-2 ♦- 20-4-0 ' 19 6.11-13 54.5 6-11-14 Ii :Plate Offsets (X.Y)- rt-0-0-01521 I7.0-1-14 0-0-21 f6:04-00.0-51 LOADING(psf) SPACING- 2-0.0 CSI. DEFL in (toc) I/defl L/d PLATES GRIP TCLL 20.0 - Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 1-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.66 Vert(CT) -025 1-9 >968 180 BCLL 0.0 1 Rep Stress Ina YES WB 0.17 Hoa(CT) 0.04 6 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix- Weight- 96 lb FT=10% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1 40 oc pudins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly, applied or B-85 oc bracing. WEBS 2x4 SP No.3 WEDGE Left 2x6 SP No-2 ; SLIDER Right 2x6 SP 1`40.2 2-9-10 REACTIONS. (size) 6=041-0 (min. 0-1-8), 1=0-8-0 (min. 0.1-8) Max Homl=.81(LC 9) Max Upilfl6=-252(LC 9), 1=-258(LC 8) Max Grav6=740(LC 1),1=740(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1381/484, 2-3=12061440, 34=1121/405, 45=1215/442, 5-6=1274/428 BOT CHORD 1-9=457/1224, 8-9=204/837, 7-8=2041837, 6-7=319/1093 WEBS 2-9=2901272, 3-9=1821449, 3.7-139/329 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=42psf; BCDL=5.OpsF, h=15fT, Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except at ---lb) 6=252, 1=258. LOAD CASE(S) Standard ion I rus5 1russ iype Oaldand Lake-Lot6o 1452-A 82 jUry jP1Y COMMON 1 1 ' Job Reference o tional Southem Truax, Ft. Pierre, FL, 34951 Run:8.2M a Oct 21201a PrkiC 6230 a Oct 21 an a Mtrex manes nc WedNw 141242:28201a Pa8e 1 ID:EaPOU1 WCVVA016wSO71/rFdz7SrX-4rOzcpoT71dVG6Sb66xkBL10]Nrn'J98DHOJntpzsyJH7v 114-0 r a-2.7 100-0 �0-0.0 7 200 a39 37 04-0I ~ 52-9 Dead Load Deb. =118 in 3x4 = 6x5 = 3.4 _ S 1.0-0 7-11-13 13-0-2 204-0 6.1143 I 5-0-5 1 6.11-14 - -Plate Offsets my)- [1:C-0-0 1321 [1:0-1-1a 0-0-21 [3:0.2.0 0-2-111 [4:0-2.8 63.01 [6:0-2-0.0-2-111 r8:044 0-0-51 - - - - - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coo) Well Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL. 125 TC 0.70 Vert(LL) -0.12 1-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.25 1-11 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.03 8 nla n1a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 95 lb - FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left, 2x6 SP No.2 SLIDER Right 2x6 SP No.2 2-9-10 REACTIONS. (size) 8=048-0 (min. 0.1-8), 1=0-8-0 (min. 0.1.8) Max Horz1=-76(LC 9) Max Upift=-247(LC 9),1=253(LC 8) Max Grav8=740(LC 1), 1=740(LO 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-13 on puriins. BOT CHORD Rigid ceiling directly applied or 8-10-12 oc bracing. FORCES. On)- Max CompdMax Ten. -All forces 250 Qb) or less exceptwhen shown. TOP CHORD 1.2=13731468, 2-3--1204/424, 6-6=11201391, 6-7=-1211/427, 7-8=12681413, 3-0=10661416, 4.5=-9951389 BOT CHORD 1-11=-43611215, 10-11=192/839, 9-10=1921839, 8-9=30511088 WEBS 2-11=-2681258,4-11=172/436,4-9=131/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seco4d gust) Vasd=124mphl TCDL=42psf; BCDL=5.0psf; h=15ft; Cat. Il; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other five loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift at joint(s) except Qt=1b) 6=247. 1=253, LOAD CASE(S) Standard J PE 7 051 M-��t (! r SaaTA �0� �i0c��=,i��� job I Nes NSa ype 08WaMLake-t.ot60 1452-A B3 HIP 7 1 Job Reference (optional) B ern Tr=, FL Meree. FL, 34951 Run: 8230 s Oct 212018 Print 8230 a OQ 212018 Mtrek Indmtnes, Inc. Wed Nov 1412:42:2e 2018 Page V ID:EaPOUIwCWA016wSO7vTFdz75cK-0 _rOzCpoT71dVGBSb8BxkBLK9Nmz8EJOJntpzsyJH7v Dead Load Deft. -1181n 4x4 = 5x7 = 3x8 II 18-0-013-4-0 20-" i-D.O-0-0 I 7-M I 5-0-0 I 7-0.0 -Plate Offsets (XY).- 11:6-0-0,13.2L f1:0-1-14.0-0-2t 12:0-2-0 0-2-0t (3:0-5-4.0-2-8t 14:0-2-8 0-0-27 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vert(ILL) -0.13 1-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.80 Vert(CT) -0.28 ' 1-7 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 4 n1a n1a BCDL 10.0 Code FBC2017frPI2014 Matrix- Weight: 91 lb FT=10% LUMBER - TOP CHORD 2x4 SP No.2 •Except' T3: 2x6 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right 2x4 SP No.3 REACTIONS. (size) 4=0-8.0 (min. 0.1-8), 1=04W (min. 0-1-8) Max Horzl=61(LC 8) Max Uplift4=228(LC 9), 1=235(LC 8) Max Gmv4=740(LC 1), 1-740(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=12941395, 23=11181408, 3-0=1228/380 BOT CHORD 1-7=29011112, 6-7=27011061, 5-5=27011061, 45=27311056 WEBS 2-7=01262 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 10-0-0 oe bracing. NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=151ff; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pef bottom chord live load nonconcu end with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift at joint(s) except at --lb) 4=228, 1=235. LOAD CASE(S) Standard Job I Iruss Nss ype y O erM Leka-Lnt60 1452-A 94G HIP 1 1 Job Reference (octionall anuUem T tsv, FL Pierce, FL., 34951 Rum: a" s Od 212018 Print 8230 a OU 212018 MiTek Industdim Ina. Wed Nov 1412:422a 2018 Page 7 ID:EaPOUIwCWAO16wSO7VTFdz?ScK-4rO2CpoT71dVG6Sb8BxkBLKF8m008BDQJnipzsyJHv 8-0-0 10-8-0 154-0 21.4-0 _ 840 1 443-0 1 4$0 1 6-" 5.00 1112 4x7 = 1x4 II 12 13 4 14 15 4x7 = Dead Load Defl. =1/16 In 6� .. It J19- IIW 11 1-0-0 S-No 168-0 154-0 2DA-0 21 1.0.01 5-0-0 1 4$0 1 4-8-0 I S." 1-0-0 - Plate Offsets KYl- f1:0-4-10 Edcel, [3:0.5-0,0.2A1. [5:0.54,0-2-01, 17P0-4-10,Edriel LOADING(PSI) SPACING- 2-0-0 CSI. DEFL in (roc) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.15 . 9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.60 Vert(CI) -021 941 >999 180 BCLL 0.0 Rep Stress Ina NO WS 0.26 Horz(CT) 0.07 . 7 We n/a BCDL 10.0 Code FBC2017frP12014 MatdxS Weight: 103Ib FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 SLIDER Left 2x6 SP No.2 2-10-12, Right 2x6 SP No2 2-10.12 REACTIONS. (size) 1=0-8-0 (min. 0-1-8j, 7=D3-0 (min. D-1-8) Max Homl=46(LC 9) Max Upliftl=-541(LC 8), 7=541(LC 9) Max Grata=1109(LC 1). 7=1109(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-10.13 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 260 Ob) or less except when shown. TOP CHORD 1-2=228V1147, 2-3=221311160, 3-12=2601/Ml,12-13-2600/1400. 4-13=260011400, 4-14=2600/1400,14-15=2600f1400, 5.15=260111401, 5-0=-2213/1160, 6.7=2284/1147 BOT CHORD 1-11=1004/2D41,11-16=-100512055,10-16=100512055, 9-10=-1005P2055, 9-17=1004/2055,17-18=100412055, 8-18=100412055, 7-8=100312041 WEBS 3-11-281342, 3.9=3471683, 4.9=453/4D4, 5-9-.347/693, 5-8=29/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh--160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.Opsf; h=15tt,, Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load noncenaurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjdmt(s) except Ot=lb)1=541. 7=541. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)121 lb down and 169 lb up at 6-0-0. 57 lb down and 107lb up at 8-0-12, 57 lb down and 107lb up at 10-0-12, 57 lb down and 107 lb up at 11-3-4. and 57 lb down and 107111 up at 133.4, and 121111 down and 169 lb up at 15-4-0 on top chord, and 106 lb down and 100lb up at 64Y0, 41 lb down at 8-0-12, 41 lb down at 10-0.12, 41 lb down at 113-0, and 41 lb down at 13-3-4. and 106lb down and 100111 up at 16a-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B). PE 7Z51 �t r 1 M 1 -O 1 S AA �z N LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=54, 3-5=-54, 5-7=54,1-7-20 Concentrated Loads Ob) Vert: 3=74(B) 5=74(13)10=27(S)11=106(B) 8=106(B)12-65(B)13=55(B)14=55(B)15=55(B)16=27(B) 18=27(B) �3 J00 InIss mss I ype ply O Lake-Lot60 1452-A Cl COMMON 2 1 Job Reference (optional) southern Truss, FL Fm=. FL, 34951 4x4 = III Dead Load Dell. - 3/161n • Plate Onsets (x Y)— 11.04T0 1-3-2t (1 •D-1-1a 0-D-21 [4:04-4 D-2-ot LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.72 Vert(LL) -0.17 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.73 Vert(CT) -0.35 1-6 >558 180 . BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(CT) 0.02 5 nla nla BCOL 10.0 Code FBC20177rP12014 Matrix- Weight 67 lb FT=10% LUMBER- BRACING - TOP CHORD 24 SP No.2 TOP CHORD GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD W3: 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 5=04t-0 (min. 0-1-8), 1=0-B-0 (min. 0-1-8) Max Horz1=86(LC 8) Max UprA5=206(LC 9).1=213(LC 8) Max Grav5=608(LC 1), 1=608(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=10541388, 2-3=-8141280, 3-4=-866/254, 45=-5301246 BOTCHORD 1-7=-377/928,6-7=-3771928,5-6=17lf7l7 WEBS 2-6=303/248, 3.6=45/409 Structural wood sheathing directly applied or 4312 cc purims, except end verticals. Rigid ceiling directly applied or 95-14 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf, h=15ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --lb) 5=206, 1=213. LOAD CASE(S) Standard Job russ Iruss OaMand Lake -Lot rA 1452-A C2 COMMON i i Job Reference o oonal Dead Load Deli.-31161n 3x4- tx411 6 30 = 1-0-0 14-0 9-0-0 17-0-0 74W 1 6-0-0 -Plate Offsets (X.Y1- It:0-0-0.1-3-2t [1:0.1-14,0-0-21 [3:0-2-0 0-2-11L [5:0-2-0.0-2.111, [6:044,11-2-0] LOADING(psf) SPACING- 2-" CSL DEFL in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.59 Vert(LL) -0.17 1-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.36 ' 1-8 >541 180 BCLL 0.0 Rep Stress Ina YES WB 0.15 Horz(CT) 0.02 7 rda n1a BCDL 10.0 Code FBC2017frPI2014 Matrix- Weight: 67 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD W3: 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 7=0-8-0 (min. 0-1-8),1=0-8-0 (min.0.1.8) Max Horz1=78(LC 8) Max Uplift7=197(LC 9),1=205(1-C 8) Max Grav7=608(LC 1), 1=608(LC 1) FORCES. (Ib) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1041/362, 2-3�828/264, 5-6=889/242, 6-7=5261235, 3-0=744/273, 4-5=744/273 BOT CHORD 1-9=-3461914, 8.9=346/914, 7-0=1641744 WEBS 2-8=281/219, 4-8=28/398 Structural wood sheathing directly applied or 5-0-2 cc pudins, except end verticals. Rigid ceiling directly applied or 9-10.14 oc bracing. NOTES. 1) Unbalanced roof live loads have been Considered for this design: 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psh BCDL=5.OpsF h=15ft; Cat. 11; Exp C; End., GCp1=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcti ent with any other live loads. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift at)oint(s) except at --lb) 7-197, 1=205. LOAD CASE(S) Standard 051�`J`�' A s •x-yf-�� 1 sONAL,V-V \\\\ l� jou IMM ruse type Uty Ply 0aMand Lake-Loteo 1452-A C3G HIP , 1 I I Job Reference onal SOealarn Tess, FL PAPM. FL, 34051 4x7 = 4x4 = Dead Load Dell. =1181n 1-0-0 1-0-0 6h0 12.0.0 16-8-0 17-0A1&0-0 4-8-0 1 6-r40 1 4-aa ,14n-1 --Plate Offsets (X.VI- 12:0-1-01.1-2-81. f3:0-5-0 D-2-07 15:0.1-11.1-2-81 LOADING(Psf) SPACING- 2-0-0 CSI. DEFL in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) 0.21 840 >892 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.31 8-10 >602 180 BCLL 0.0 Rep. Stress lncr NO WB 0.11 Horz(CT) 0.02 7 Na nla BCDL 10.0 Code FBC20171TPI2014 MatrbL-S Weight:721b FT=10% LUMBER - TOP CHORD 2x4 SP No.2 *Except T2: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0 (min. 0-1-8), 7=0-8-0 (min. G-1-8) Max Horz11=46(LC 8) Max Uplifl11=-462(LC 8), 7=-462(LC 9) Max Grav11=928(LC 1), 7=928(LC 1) BRACING - TOP CHORD Struchual wood sheathing directly applied or 3-7-9 0o pudins. BOT CHORD Rigid celing directly applied or 9-6-11 oe bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-111981606, 25=13567721, 3-12=11921683, 12-13=11921683, 4-'13=11921683, 45=1135IW20, 8-6=11981606 BOT CHORD 1-11=59211184, 10-11=606I1184, 9.10=-60411192, 9-14=60411192, 8.14=-60411192, 7-8=-59211184, 6-7=59211184 WEBS 2-11=-4631318, 3-10=01285, 45=01284, 5-7=-4631318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=5.0psF, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at )olnt(s) except Gt-lb) 11=462, 7=452. 6) Hanger(s) or other connection device(s) shall be proAded sufficient to support concentrated )oad(s)121 lb down and 189 lb up at 6-D-0, 65 lb down and 1071b up at 8-0.12. and 55 lb down and 107 lb up at 9-11-4, and 121 lb down and 169 lb up at 12-" on top chord, and 106 lb down and 100 I6 up at 6-0-0, 41 lb down at 8-0-12, and 41 Ito down at 9-11-4. and 106lb down and 10D It up at 11-11.4 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the two ere noted as front (F) or back (B). LOAD CASE(S)'Standard ) 1) Dead + Roof Live balan ced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif)Vert d4FP1-6-20 ConcentrateLaOb\� Vert Loads 9=2 10=10fF 8-108 F 12=55(� 13=55(FI 14=27 F N`MOENBgCFC\PE 7 S -16 JOD i msS I ruse iype Qty Oaidand Lake -Wee 1452-A CA JACK jPly 4 1 I Job Reference (optional) Soethem Truss. Ft Pierce, FL. 34951 ME LOADING(psf) TCLL 20.0 TCDL 7.0 ECLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code F802017n P12014 CSI. TO 0.38 BC 0.35 WB 0.06 Matrix-P DEFL in Vert(LL) -0.07 Vert(CT) -0.09 H02(CT) -0.02 (loc) 0deft Ltd 6-7 >999 240 6-7 >834 180 4 n/a n/a PLATES GRIP MT20 2441190 Weight'. 30 lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 , REACTIONS. (size) 4=Mechanical, 5--Mechanical, 7=0A 1-5 (min. 0-1-8) Max Hoa7=123(LC 4) Max UpIM4=59(LC 4), 5=57(LC 4), 7=166(LC 20) Max Grav4=95(LC 17), 5=108(LC 1), 7=254(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5:0psl; h=15ft; Cat[[,, Exp C; Encl.,. GCpl=0.16; M WFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at )oint(s) 4, 5 except at --lb) 7=166. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 110 lb up at 2-11-0. 30 lb down and 110 lb up at 2.11-0, and 26lb down and 52 lb up at 5.8.15, and 26lb down and 52 lb up at 5.8-15 on top chord, and 71 lb up at 2-11-0, 71 lb up at 2-11-0, and 6lb down and 2lb up at 5-8.15, and 5lb down and 2lb up at 6-8-15 on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the few of the truss am noted as front (F) or back (0). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 15=20 Concentrated Loads (lb) Vert: 8=72(F=36, B=36)10=94(F=47, B=47) 4XCEN4N� y PE7 051 M f S A 4oR)0 /� \� ////ass OAr I l IENG\\\\\\ job I react I ms5 Iype UryOakland Leko-Lot 60 1452-A CJ7 JACK 2 1 Job Reference tional soulnem LOADING(psf) SPACING- 2-" CSI. DEFL In (too) gde0 Ud , PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC OA5 Vert(LL) -0.04 67 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.08 8.7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Hoa(CT) -0.03 4 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 41 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64M oc purrins. HOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4-Mechanical, 5=11dechanical, 8=0-11-5 (min. 0-1.8) Max Horz8=163(LC 4) Max UpliR4=-94(LC 4), 5=104(LC 4), 8=186(LC 4) Max Gmv4=111(LC 1), 5=234(LC 1), 8=481(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3811115, 2-9---443I159, 3.9=-0941169 BOT CHORD 1-8s10B/383, 8-11=249/383, 7-11=249/383, 7-12=2491383, 6-12=2491383 WEBS 2-8=303/190. 3-6=-0311281 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=104, 8=186. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 38 lb up at 5-0-7, 23 lb down and 38 lb up at 5.0-7, and 51 lb down and 93 lb up at 7-10-6, and 51 lb down and 93lb up at 7-10.6 on top chord, and 4 lb up at 5-0-7.4lb up at 5-0-7, and 21 lb down at 7.10-6, and 21 Ib down at 7-10-6 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 14=54, 1-5=20 Concentrated Loads (lb) Verb 10=39(F=19, B=19)12=24(F=12, 121=12) Job Truss 1russ type 0aWandL -Lot60 145bA J1 JACK 4 1 Job Reference o onal Southem Truss, FL Pierce, t .34951 Run:9.2306 OQ 21 Z01e Pript e.23040G Zl2mtl MI18K 00uBNee, InC We0 ncV 141ZW4J1 [Ula re a ID:EaPOUIwCWA016wSO7vTFdz75cK-U036grgLld747ZBApJVRpzyta_BpLbcs715TeBy H7s LOADING(psf) SPACING- 2.0-0 CSI. DEFL In (loc) 0de0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TOOL 7.0 Lumber DOL 125 BC 0.02 Vert(CT) -0.00 1, n/r 120 @CLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a nra BCDL 10.0 Code FBC2017rrP12014 Matrix-P _ Weight: 5lb FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 REACTIONS. (size) 2=Mechanical, 3=0-6-0 (min. 0-1.6) Max Horz2=124(LC 1), 3=-124(LC 1) Max Uplitt2=54(LC 6) Max Grav2=95(LC 1), 3=29(LC 3) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6.0 cc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat, II; Exp C; End., GCpi=0.1 B; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncunem with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job 1111W iruss lype y Oaldand Lake - Lot 60 1452-A J2 JACK 8 1 Job Reference options) Soufnem Truss, FL Pierce, FL., 34951 Run: 8230 8 O 212018 Pdnt 8.230 a Oc121 W18 MITek Ind�, Inc Wed Nov 1412:42:312018 Page 1 ID:EePOUIwCVVAO16wSO7vTFdz75cK-U036grgLld7472BApJVRpzysO_A7LbFs115TaByJH7a 1-0-0 2-0-0 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 24).0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. DEFL. In (Ioc) Well Ltd PLATES GRIP TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 2441190 BC 0.06 Vert(CT) 0.00 5 >999 180 W 3 0.02 Horz(CT) -0.00 . 3 n!a n/a Maw-P Weight 7lb FT=10% BRACING. TOP CHORD Structural woad sheathing directly applied or 2-0-0 cc puriins. BOT CHORD Rigid ceiling directly applied or 10-" cc bracing. REACTIONS. (size) 3=Mechanical, 4--Mechanical, 5=0-8-0 (min. 04-8) Max Htxz5=43(LC 8) Max Uplift3=-34(LC 1), 4=-43(LC 1), 5=-66(LC 8) Max Grev4=5(LC 8), 5=223(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 260 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, h=15ft; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4, 5. LOAD CASE(S) Standard r` r PE 7 051 r I = M 1 r 01 IS A i�°�`,40RID, ���� job Truss I mss I ypa Fly Oaldand Lake-LM60 14a2-A J3 JACK JQW I 4 1 Job Reference o 'onal SeuNem Truss, FL Pierce, FL., 348a1 .Plate Offsets 0(Y)— [2:0.0-12 0-1-127 12:0-1-11 1-2-M. 15:0-0.0 0-1-121 LOADING(psf) SPACING- 24)-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 §CLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 3 n!a Na BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight 12 lb FT-10% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechaniwl, 5=0-8-0 (min. D-1-8) Max Hom5=72(LC 8) Max Uplift3=-48(LC 8), 5=-62(LC 8) Max Grav3=38(LC 1), 4=28(LC 3), 5=208(LC 1) FORCES. (lb) -Max. Comp.IMax. Ten. -Ali forces 260(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 cc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a,10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s)for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 5. LOAD CASE(S) Standard f PE051 M ( 1 STA 0\` a�-4$-/9,itV�� ///Fss/OpA i job Nb9 Imes type y OeWand lake-Lat6a l 1452-A AJACK 8 1 Job Reference (ogonaft Soulhem Tress, FL Pierce, Ft... 34951 Run: 8.230 s Oct 21 2018 Pn= amo s oa 21 2ma rm rdx inausmes, ma neo my lc lx:+zo1 cu,o ru a ID:EaPOUlwOWAO16WSO7VfFdz?5cK-UO36grgLld?47ZBApJVRpzys6_A6Lb4s?ISTaBy H7s 1-0-0 4-0-0 r 1-0-0 I 2-8-0 1 0-0 4.0-0 12 I 3.0-0 Plate Offsets (XY)-- [2.0-0.12 0.1-12][5.0.1-81-2-01 [5:0-0-0 0-1-121 LOAOING(ps) SPACING- 2-0-0 CSL DEFL In (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 4.5 >999 180 ACLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017/rP[2014 Matrix-P Weight 13lb. FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=04" (min. 0.1-8) Max Horz5=83(LC 8) Max Uplif3=-59(LC 8). 5=-W(LC 8) Max Gmv3=54(LC 1), 4=40(LC 3), 5=220(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-0 oc pudins. BOT CHORD Rigid miring directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf,, h=15ft; Cat. IF Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncunent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atjoint(s) 3, 5. LOAD CASE(S) Standard Job Fruss rhea ype y Oakland lake-Lo160 '1 1452-A JS JACK 4 1 Job Reference (optional) aeumem ,rv�,r�nmw, r..,,,-,ems, ID:EaPOUIwCWA016wSO7vTFdz?6cK-ycdU2Ba3w7xljmfu1N 10gMSU770V 42279 06c H7r 1.4-0 66-0 1 a LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Verl(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.16 Vert(CT) -0.02 4-5 >999 180 -BCLL 0.0 Rep Stress ]nor YES WB 0.05 Horz(CT) -0.01 3 n/a Ne BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 18 lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5-0.&O (min. 0.1-8) ; Max Hp¢5=113(LC 8) Max Uplift3= 93(LC 8), 5=-80(LC B) Max Grav3=96(LC 1), 4=71(LC 3). 5=267(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when sham. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=150; CaL II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 OD lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard F� Y 16 PE 7 051 0 nlse Nss ype Oakland Lake -LM 60 1452-A J5a MONOTFUSS 2 7 Job Reference (optional) sa M 1 n , K Fierce, Vim.: cot 4 LOADING(psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FB02017[M12014 CSI. TC 022 RC 0.17 NB 0.05 Mabix-P DEFL. In Quo) Wall L/d Vert(LL) 0.02 4-5 >909 . 240 Vert(CT) -0.03 4.5 >999 180 HOR(CT) -0.02 3 n1a nla PLATES GRIP MT20 244I190 Weight: 18 lb FT = 10% LUMBER- BRACING- ' TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 4=Mechanical, 5=041-0 (min. 0-1-8) Max Horz5=117(LC 8) Max UpfifG=-97(LC 8), 5=-81(LC 8) Max Grav3=100(LC 1). 4=75(LC 3), 5=272(LC 1) , FORCES. (lb)- Max. CompJMax. Ten. -All forces 260 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, S. LOAD CASE(S) Standard ��cEnisF.X4i% PE 7 051 • _ r 1 _ M I f -rs-�9 •�c,� job Iruss ruse I ype Lay OaWand Lake-Lat60 1452A JB JACK I jVly 10 1 Job Reference footiovall SDuthem Truss, FL Pierce, FL, 34951 Run: 8.230 s OG21 TOtB Print &230 a Oct 21 TOte ASfo IMushles, inc. wed Ncv 141242:32 2018 Pagel ID:EaPOUIwCWAO16wSO7vTFdz?SDK-ycdU2Brz3w7xl)mMN1 OgMBU_70UCA2X?EPA6dyJH7r 1.4-0 I 6-0-0 19 4 &0 .Plate Offsets (X Y)— 12.0-0-12.0-1-121 WO-1-81-2-0) 15.0-M 0-1-121 - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Ooc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 4-5 >999 240 MT20 2441190 TCDL 7.0 LumberOOL 1.25 SC U0 Vert(CT) -0.04 .4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.02 3 We n/a BCDL 10.0 Code FBC2O17frP12014 Matrix-P Weight 19lb FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 (dn.0-1-8) Max Horz5=124(LC 8) Max Upffd--104(LC 8). 5=85(LC 8) Max Grav3=109(LC 1).4=81(LC 3), 5=283(LC 1) FORCES. Ob) - Max CompJMax. Ten. - All forces 250 Ob) or less except when shown. GRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf, h=15t Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=1b) 3=104. LOAD CASE(S) Standard PE77051n;1 M r ,' -d 1 SrrA i���`�9<oRI� ���\�� oI fuss I msS lype UtyOaWantllekn- t60 1452A J7 JACK 15 1 Job Reference o donel BmMem Truss, FL Pierce, FL, 34881 Run: 8.230 s Oct 212018 PAk 8.230 S Od 212015 Wok Industries, Inc Wed Nov 1412A2:32201a M9.81 ID:EaPOUhvCWA016WSO7vTFdz?SdC-ycdU2Brz3w7xi)mMNIOgMBUxJORE41b7EPr06dyJH7r I [1 1-0-0 74i-0 Dead Load Dell. =1116 in • Plate Offsets (X Y)- [2.0.0-12 0.1-121 1&0-1.81-2-01 -[5D-0-0 0-1-121 LOADING (psi) SPACING- 24)-0 CSI. DEFL In Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.51 Ven(LL) 0.07 .4-5 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.13 4-6 >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.05 . 3 We nfa BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 24 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD. 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4--Mechanical, 5=D-8-0 (min. 0-1-8) Max H=5=155(1.0 8) Max Up1103=-136(LC 8), 5=101(LC 8) Max Gmv3=148(LC 1), 4=11 C(LC 3), 5=335(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except When shown. WEBS 2-5=29U272 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pur ins. BOT CHORD Rigid calling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf; h=15ft; Cat II; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads. 3) Refer to girders) for truss to truss cennectlons. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift at joint(s) except at --lb) 3=136, 5=101. LOAD CASE(S) Standard Job Tmss I rues I ype Uty osmana lasa-LM50 14S2-A MV2 IFly VALLEY 2 1 I Job Reference(optimal) SouOrem Truss, R Pleroa, FL., 34951 2x4 G t nn r45 LOADING (psf) SPACING- 2-D-0 CS'. OEFL In (lac) I/da0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 7.25 TC 0.04 Vert(LL) Na - We 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Ne - Na 999 -BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 2 We Na BCDL 10.0 L Code FBC20171rP12014 Matrix-P Weight: 5lb FT= 10% LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0.0 (min. 0-1-8), 2=2-0-0 (min. 0-1-8), 3=241-0 (min. 0-1-8) Max Harz 1=26(LC 8) Max Upl1ft1=-14(LC 8), 2=31(LC B) Max Gravl=47(LC 1), 2 34(LC 1), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL-1.60 2) Gable requires continuous bottom chord beadng. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)1, 2. LOAD CASE(S) Standard o russ VW ply Oal4and Lake-LotaO 1452A NV4 VALIF' 2 1 Job Reference optional) aoumem ,runs , �� r,e,w, ram, uaaa, Dr4 4 1.Sx4 II 2 3 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (toe) Well Ud PLATES GRIP TOLL 20.0 TCOL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TO 0.26 BC 0.19 Vert(LL) Vert(CT) n/a - n/a - n/a We 999 999 MT20 244/190 j3CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 13 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3--4-0-0 (min. 0-1-8) Max Horz1=S4(LC 8) Max Upliftl=-35(LC 8), 3=62(LC 8) Max Grata=116(LC 1), 3=116(LC 1) FORCES. Ob) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd-124mph; TCDL-42psh SCDL-5.0psf; h=15ft; CaL 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconament with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1, 3. LOAD CASE(S) Standard a PE 7�051 /7�l SS�NAL`Enxi X Job nus TrussType Y Y Oeklend Lake- Lot 60 1452-A UV6 VALLEY 2 1 I Job Reference o Donal aoumem , mss , r� rrerw. ram., satyr 2 3 2x44 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coo) Well Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.73 Vert(LL) We - n/a 999 MT20 244119D TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a , - n/a 999 .BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight 20 lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=8-0-0 (min. 0.1-8), 3=6-0-0 (min. 0.1-8) Max Horz 1=105(LC 8) Max Upliftl=-57(LC 8), 3=101(LC 8) Max Grav1=190(LC 1), 3=190(LC 1) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 0o bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL= 42psh BCDL=5.0psf; h=15ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofvdthstanding 100 lb uplift at joint(s)1 except (It -lb) 3.101. LOAD CASE(S) Standard \\t1M18 ///PE SA/ 46 �//sS0NA11 `fENG?�\\