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TRUSS PAPERWORK
", o1-fa FILE COPY KtCtiVtD SOUTHERN TRUSS COMPANIES, INC. SOU-rHERN JUN 07 2019 RANDY@SOUrIMRNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 �• Lucie County, Permittin68 0) 232-0509 / (772) 464 4160 / (772) 318-0016 Fax CO M PAN 1 E Project Ma—e and Address: OAKLAND LAKE Occupancy 2 Single -Family Lot_G Block Truss Company- Southern Truss Companies, County: STLUCIE Inc. SCANNED Commercial Commercial BY Truss Engineering Program: Mitek Engineering Plates By:: Mitek plate ; St. Lucie County. Contractor / Builder. RYAN HOMES Model: 1452 Elevation: A Options: LANAI STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2011. The truss system has been designed to provide adequate resitance to wind load and forces as required by .the followingprovisum: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: — P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load: 7 P.S.F. Top chord dead load: — P.S.F. Engineer. Brian M. Bleakly Bottom chord live load: l0{ P.SF. Bottom chord live load: _ P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: — P.S.F. Fort Pierce, FL. 34951 Duration factor. 1.25 Duration factor. — Mean height 1 S Exposure: C *10.0 P.S.F. bottom chord live load nonumcu rrat with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 16 41 61 81 96 2 A2 22 J58 42 62 82 97 3 A3 23 J5 43 63 83 98 4 A4 24 J5A 44 64 84 99 5 A5 25 J4 45 65 85 100 6 A6 26 1 13 46 66 86 101 7 A7 27 J3A 47 67 87 102 8 A8 28 J2 48 68 88 103 9 A8GL 29 11 49 69 89 104 10 B1 30 V8 50 70 90 105 11 B2 31 V4 51 71 91 106 12 'B3 32 MV6 52 72 92 107 13 B4G 33 MV4 53 73 93 1108 14 Cl 34 MV2 54 74 . 94�-1 L09 15 C2 35 CJ7 55 75 95 .f---110.; ;':__: 16 C3G 36 C17A 56 76 17 Ll 37 CJ6 57 77 18 L2G 38 CJ4 58 78 19 J7 39 59 20 J7A 40 60 80 ` . -• • . ' As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. Name: Brian M. Bleakly Lic. #76051 V31.•t f TYPICAL DETAIL (9 COR.NER. - HIP ~ NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. p UP To z 132.5j per Nail (D.O.LFactor=1.00) 65 — 2-16d NAILS REO'D. rids toe nails only have 0.83 of UP TO 394# = 3-16d NAILS REQ-D. 'lateral Resistance Value. . ...? 2 SOD SOO 40 use 2-15c toe nail Typical jack 45' attachment CORNER JACK GIRDER H7 1 1 aye S-ltif toe noR TYPICAL. CORNER LAYOUT & i-16d \. . . Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — - -BC — — — — — —— 2-16d nails -—-— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC ——----- 2-16d nails -—-—- J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails ——-—- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — - 3-16d nails — — — — — BC — — — — — —— 2-16d nails —--— MINIMUM GRADE OF S SM wcR: OOx5FBC17 T.C. 2x4YPNMEIER ?L B.G 214 SYP BOMM 00 10 TOP 20 wms 2v4 slY Na3 SPACING 24' O.C. 4-SOUTHERN TRUSS Fart Pierce Division 2590 N. Kings Highway, COMPAMIES (800)232-Polo ' FL (7772)4645-1-4160 Fax.(772)31 B-0016 Brian M. Bleakly Struet Eng #76051 2590 N. Kngs Highway, Ft Pierce, FL 34951 772-464-4160 i TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.1-Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 CORNER JACK GROER ALLOWABLE REACTION PER JOINT UP TO 2651 = 2-1ed NAILS REQ-D. © UP TO 394E = 3-16d NAILS REQ-D. use 2-16d toe nail TC & BC. Typical jack 45' attachment use 3-16E %toe nail O TYPICAL CORNER LAYOUT it 2-16d Typical Hip —jack! attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-15d nails - - - - - BC - - - - - -- 2-16dnails ----- J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16d nails - - - -- TC - - - - - -- 3-16dnails - - - - - BC - - - - - -- 2-16dnails - - - - - HIP JACK GIRDER (CJ5) TO HIP GIRDER TC, - - - - - - - 3-16d nails - - - - - BC - - - - - -- 2-16dnails - -- IIMUM GRADE OF Wl, T.C. 2s4 SYP R BA — 2i4 -SYP 02 WEBS 2s4 SYP Na3 LOADING (PSF) If L 0 TE 1W.. 20 BDT10M 00 10 SPACMO 24 0.0 Fort Pierce Division TRUSS 2590 N. Kngs Highway, Fort . COMPANIES (800)232 O9 S e (772)464-4160 nBg//r..sa afQ e,o�m Fax:(772)31 B-0016 Brian M. Bleakly Struct Eng #78051 2590 N. 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T : S. iT 16d_ri 1fi7511851i 995 11 7810° ' _ 4 ISSUE - :' i lI US i 14' 1 3-518 i 7 1- 2 1'- S .. - 6 160'. 6 : j :` 46d-. 162E IBM 1051 1B10 j xE' H046 - HNS { ! 14 [3-Brit i " &1A6 :12-12l - 1-18 1dfn,; 8 i6d•... - - 4 loth. _ �d1230113M 190. f� l ta901#9NWO Maz: . 42. 6 I ta50i 208E 2236 H046�.. d MIG46 -` 14 : 3-9tl6 - 5-t71ii:: ':� 2-12 mn 8 16d = tOd =.2 1185012N5 11490'15, Ma 12 6 2235.{85, Mf16 14 S-ms 6.1571611 Z-12ii 1 11B 68n 10 .1fid 10d : 'EMaxi : 78851F2 14 6 2155 2430 2MG NUC48 . 14 3-9tl6 615116 2�12) - 10 ,tom ! 1�.,- I540 1135118651--742155 2430 2810411 48 1U548 18 3-SB 1 6.7B 2 1 6 16d 4 16d 1375' 1510 164518 3--W B-7B 2 1 B 16d 6 l6d 1184E 218E 2290 91H410 D410 16 3-9116 8-38 1 2 1-7B _ 16 10d 6 1 10d 2000 224512420j 1135 16 l6d 6 10d ZBSDI 297D 28B0, 1135 HUS48 MM8 14 3.W8 7 2 1 6 16d 6 16d 1167E 1850 Ims 1B10' HU5481F Woo 14 3-0 7 2 1 6 16d 6 16d 1655 1850 199E IBM HD48 HU48 14 S-9ri6 6.15116 2-12 1-1B Min 10 16tl 4 10d 15l0 773E 78651 780 AM 14. 6 2155. 243d 7610 78 2710 4x10 H048ff HUC48 14 3-9/16 fi•1fi/16 212 - Mhr 10 l6d 4 lOd 154011733 1865 "780' 4it 14 6 2155 243D 2610 :1170- HUS410 HUs410 14 3-52 B-7/8 2M d 8 16d 2170:'2465 2660 .2210" 10 IOT Hl WO 14 3-0 8-7B 2d 8 16d 21701 2465. 25M 2210 HD410 HU410 14 3.06 8-13116 2-12Mnd 610d .26f0117010 3080 '3475 3725 1950.HD410� HUC410 14 3-9/i6 8-13/I6 2-12d 6 lod 215E 243D 2610 . 1110 10 3080 .347EHD041MF MIC0410 14 3-MB 9 3 S3 6 1 153 -5'15590 291E 31, R1, F32 T) Upfdt Wfk bare been huveased fi0%fmwird aardsedcha� mfm0ret Inve®stia0 be pmm0led. 2116d sfilres (0.148 du. z 3.1/4' � maybe eratl ffi 084 dWe6hle load where 16d ranmmearesper48ed.11ds does rmtapplytoAlS, M75, NUSshrdrr80 harmers 3) WS3 Wood Sum me 1/4' x3' W1g mffime bididad wb HD0 hangers. 4) NAM 10d haft me 0.148' 6a. x 3' Wrg. 16d n9s m 816Y der z 3-12' Wrg. 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S�IIUHd W 00 ., SSAii.1 XD{ry„0-,9 o w ' • U n0 , muoa aLa �iD�i° na • Ali B'na OL DHHL'MONMB36 -0 -,w -ONIONS mom" .WCMI NVAH -- -40 Il,pf�",j" 0Pt Saw 40 olu m1 UPI M1-IU MMM LW9 9 .001'0) W P01 M ,HNA 6BnSL omaddas Am OL A WA Hord ND w GO) OB,Yabs Ho mWwd) *on V HOOT 03"IM M A" Ln•d1 1dHo0 da c! An 1-6II d9BA1 TRIM 10 xf/L% ddS Ho NXI A fw9 No OEM NWO Nae 1Bn!9 y LP/Lf ddS L) dM #NZ WWO d4L H30VIM d0 30VWO KnWINIW j p a j;s0 C3 !sz R � n- A .L unw1 •lar° Eu{mp u°° lIq°umau yy�Pn. °�IIppumI .q puq y�PP P .yl ua pypaLUOj*S)j9A:jQ � . n, .��......•..yy/ww . 1V ONIOVdS m amq ° Puy° /.Ip. fW°yn dnl Wl °I AI°°M PnH°°° q WI�°4° °u n04Xcfacc) a 5a1Nvd U110.`l. w qq -awl VDA(00e1 94° N ° l4ol°9n ° 4 NwN°1 b P°nP°f Pn° Pgwt, nq q w nmuL•d.l"�0101unw)YOyq•4 W" Ppp° P°W°n0 °Nld �w Pupeq a 440°W b gpwy LI uW •� 0eua SSnu.L -M�nti°w.Ptm/MIMMUMP°W�-I nosva°PngddnnWP000�e�d a -lad N}j�HJ.f10S a Pynlw °q AM 4°I4Y P°1?n9 PM P°au a atgPt°°��u P a�°I 1 I P°q°hM off.. muSURuW 10MO q°q MIA! rau°u. l jwwOM d e, w1oMa'I N NI HPDN3l 'h/Oum mm XM i Z22ZZZZZ1.Y* {W n B. YVY9d 0 Y ° M ' 8- aue me '.a'er'�m+I L �yX a n—a. 0 'Afnis a, na'{IIOt131 k ,t0 Igoe do WnWWIW Y X0 JSnW 0wav0eWnWMW .1 •03NOZ Ha7M190 '00 ,e�.ry g67�N•tO,T'gN3 .9l F���7PJt• •nn�,en. w�wuMda Ila N B➢NeXRa�tte 91R�J{I 1WHO OL kw3l1 MINIMUM GRADE OF LUMBER Top Chard 2x4 GYP %2 or ballar Boll Chord 2x4 SW 0 or bN or Wabs 2A4 GYP j41 or b:tE RUM 10 BEIM OFSION FOR VASHEO PLATO V= POIOYBACX VERSC&4 AT 4' 00 MAX 1pP 11Np RBA ONOND Gp ES Illan' BE SIA00r7EEdlpEDp30 TNW ONE SPUCE 19 N OOf GP OVEN AND7NB �P OFNPD oiMeilPPdRTw'o lfluss. REM TO ENONEPR'O SEAlta PESION FOR REQUIRED PORIN SPAOINO. 710 INIZAR. B APPLICABLE FOR 1HE FOUDORIII MND CONDHIONSr f MPH Tmv, Ill' Lim Nor. NOE 7;10 CLOSED BUIo. LAPJ117,I0/ ANYoRNFAE IN ROOF. 1 ML FROM Ci w 1140 NPI�IIwo. ' MPS " L70 SIPS PSFF,�MOIo p o� 0ln PaF FHCl09® BlD0. LOCATED AN�O ER 1TND TO 6% Par, ww BC A4 PSP. FRONT FADE_ {ih) MAT BE OFFSEF FIIOM BACR FACE PIIQD N wh® N BONr FACES ME SPACm 4 00 MNL po SPPUCCEZ D WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7V NO BRACING 10 i" BRACE. SAME GRADE; SPA IE9 AS WEB 7'0" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 20 'T" BRACE. SAME CRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR SERER AND 00 NGOO/WCE MEMBER. ATTACH WITH 15d NAI 2' *ATTACH PIGGYBACK Wmd 5"x5x1/2' COX PLYWOOD WTIH "Ild NAILS IN EACH BOTH FACES I O.C. MAX. JOINT SPANS UP TO T/PE 30' 34' 38' 52' A 2x4 2.50 2.5x4 3x5 6 40 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.50.. D I 5x4 5x5 5x5 5x6 �!C I a i__leT-1BIC C. C V V C0 1" F—T T i"7 16NdRg Is Sol the rupoad684 oI bwa da.ipnor, plalo So am Maximun Loading n to or, poaau'redMo Ian m' °°u0aied to nd p°Imimd 59 of of 1.33 Duration Factor RpoN41YY w alloo braft ah IFaho�o Rgdradio plaaraI IappBlg P dnollp dallY NIaIMC and ppenllaRnl bmfiI Fhhh maf b7 nquhEd A 50pof at 1.25 Duration Factor appQaol(am Sao Td31-01 SVIaOap ah"I Gammallof aRl lecommar tar handl'ary, bald4a hEOehO nrld pMa aanadad mood boon' (IPQ. 47pxf of 1.15 Duration Fuctor an to:ba aNabd and [at ad in totln a andphl ad p011pn a aM1aapp 4 dbaav to OR top oAord lh7 alias bo 6mad m 1 on Iha bm dagn Tmnn aro9 be haMla aM reaaamMe eua 6.4 SPACING AT 24" O.C. I Io anal dmoae. 1 SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover fire length of web +h B". THIS DETAIL IS NOT.APLICABLE WHENBRA ZING IS — REQUIREDAT'1id•POINFS OR ImBRA'CE IS -SPECIFIED. - APPLY 2x SCAB TO ONE5 FACE OF WEB WITH " 2 ROWS OF 1 Od (3-X 0.131-) NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. �\ MAXIMUM WEB AXIAL FORCE = 2500 ms MAXIMUM WEB LENGTH =12'4° SCAB BRACE 2X4 MINIMUM WEB — SIZE -MINIMUM WEB GRADE OFA3 NOS� / Sedan DefaO Scab -Brace Web Web Sc"race must be same species grade (or better) as web member. L-BRACE DETAIL Nailing Pattern , L-Brace size Nail Sde . Nail Spacing 1x4orB 1od 8%.c. 2x4, 6, or B 16d 8• D.C. Note: Nat along entire length of L-Brace. ' (On Two-PVs Nat to Bath Pies): ; U& r9 Web Note: L-Bracing to be used when continuous WeraPbracing is tmpmcUcal. L-brace must cover Wre of web length.- " L-Brace must be same species grade (or better) as web member.- L-Brace Size for One -Ply Truss Specified Continuous Rows of lateral Bracing Web Size 1 2 2x3 or2x4 IA 2>� yr8 «. DIRECTSDBSTnVTION NOTAPLICABLE. L-Brace Size forTwo-ply Truss Spedfied Continuous Rows of Lateral Bracing Web S¢e 1 2 2x3 or2x4 2x4 ... 2x6 2x6 �« ydi 2X8 ••• —DIRECT SUBSTITUTION NOTAPLICABLE T-BRACE / [-BRACE DETML Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impradicaL T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to coti0ert T-Brace ! 1 Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size Nall Srze Nag spacing 1x4 or US 10d 8" mm 2z4 or 2xB or 2x8 16d 8' O.C. Note: Nail along entire length of•.T--Brace ! I -Brace (On Two -Ply s Nag to Both Plies) . altemate position ©5 Section Deftol T-Brace -'->.M1Web attemata position Nags Web Nags 1-Brace SPACING _ Brace Sime for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size" 1 2• 2x3 or 2x4 1x4 (7 T-Brace 1x4 r) I -Brace 2x6 US (q T-Brace 2x6 I -Brace W j2x9 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specfied Continuous Rows of lateral Bracing 1 2 2x4 T-Brace 2x4 I -Brace nor 2x6 T-Brace 2x6 I -Brace 2x8 T-Brace �g I Brace r Brace / Mace must be same spades and grade (or better) as web member. (7 NOTE fi SP webs are used in the trLw, 9x4 or 1xS SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. =or SP truss lumber grades up to #2 wbh lX bracing material, use IND 45 for T-Brace/I-Brar =or SP truss lumber grades up to #1 with 1)_ bracing material, use IND 55 for T-Bramn Brac i Job IN55 1russ 1we Hanes-1462A 14m.A Al CANYON 1 i _..� Job Reference(opflonan cuss, R Rom, FL, UMI -1:699 i Wo mlesHS11 - 3x4= 4s6 = 3x4 = 3x4= 4x8= 3x4= 3x10 M1aSHS II 141-0 9-&6 3 24-11J 32-6f0 4141-0 14-0 424141 7-f0-8 l 7-f043 l 7-10.8 1 8-2fi�-0—d. Plate Offsets (XY1- 11.0.0-14 Edael fl:D-0.4 Fdael 19:0-0-14 Edge] W.044 Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL of (lacy Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(LL) 022 12-13 >999 240 Mr20 244MOO TCDL 7.0 Lumber DOL 125 BC 0.76 Vert(CT) -0.4212-13 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.59 HorgCT) 0.13 9 Na n/a BCDL 10.0 Code FBC2D17/rP12014 Maab[3 Weight 213 Ib FT =10% LUMBER - TOP CHORD 2X4 SP No.2-Excepr Tt: 20 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP Nc.3 WEDGE Left 2x6 SP No.2, Right 2x6 SP Na2 REACTIONS. Pb/size) 1=152910-" (mim 0-1.8), 9=152910.8-0 (min. 0-1-8) Max Horz1=159(LC B) Mu Uplift1�529(LC 8), 9�1529(LC 9) BRACING - TOP CHORD Structural wood sheathing dire* applied. BOT CHORD Rigid reffing,direetly applied or7-5.6 oc bracing. MTek recommends that 5tabOaers and required aoss bracng be installed during in= erection, in accordance with Stabifina Installation guide. FORCES. (lb) - Max. C004LU c Ten. -AO forces 250 (b) or less excopl when shown TOP CHORD 1.2-325911114, 2-3�3a83/1077, 3-4=2966H095, 4-5--2377/885, 5-0=2377/965, 6-7=2966/1095, 7-8=3083/1077, 8-9=-7258H 114 BOT CHORD 1-15=10972934, 14-15=81412449, 13.14=81412449, 12-13--45011809, 11-12 6542449, 10-11=6542449, 9-10=936/2934 WEBS 5-12-�291774, 6-12--650/441, 6.10=215/564, 8.10=297297, 513=329/774, 4-13�501441. 4-15=215/564, 2-15=297297 NOTES 1) Unbalanced mof five loads have been considered forthis design 2) Wind: ASCE7-10; VulrlsOmph (3-second gust) Vasd--124mph;TCDL=t.2pe,, BCDL=S.OpsF h=15ft Cat It Exp C; End, GCpr-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) AO Plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live bad nonconcunent with any clher Ova loadL 5) Provide mechanical connection (by otters) of truss to bearing plate capable of v thshanding 529 to upOR atjoint 1 and 5291b uplift atJoint 9. ribs Joe Ryan Nunes-1462Ad PNs 1451-A A2 COMMON 2 1 Job Reference arW SmMwn TN .PL nX 3n, Po 8200a Nw302017 Atmt 6200a Nov 302017 MTex ln4isaies, bic Fa JW 611AR0]2me Pape1 ID: EaPMh1,CWA018X7'VPdz75 -1j! XKPMSNIkdGgpiD5GO4HuylURXVsey..Z_pue 7S9 1373 1%U ,,��1t.p..ppyy�� 28613 348-13 42-041 ' 7S3 ) 8-2�1 St0-73 r1-60 r140 28 43 64-D I 75.1 � Scale - 1.74.0 3 f = 3X5 5AD 12 5h5 = v 3r10MlES14SIl 3X4 416— 3x4= 3x4= 44= 3x4= 3xI0M185HS11 1�L0 9.2& I 170-13 24-i1-3 32-&10 41-0-0 42-0B MI 9-2� 1 7_t 0.e 1 1 Porte Offsets (XY)— H:04M,FJi0e1, f1:0-0-14.Edae1. t5:0312,0-2�1. 16:0-2-8 0301 17:0312.0-2-81 111:043-14 Edoel 111:0-04.Edoe1 LOADING(psl) SPACING- 240-0 CSI. 0EFL in poc) Btlell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.84 Vert(LL) 028 14-15 >999 240 M1720 244/190 TCDL 7:0 Lumber DOL 125 BC 0.76 Vert(CT) -0.51 14-15 >968 180 M18SHS 2441190 SCLL 0.0 Rep Stress Ina YES WB 0.52 HNz(CT) 0.13 11 We We BCDL 10.0 Code FBC20177fPM014 Matrix-S Weight211lb FT=10% LUMBER - TOP CHORD 2x4 SP M 31 'Em:epr T2: 2x4 SP Na2 ROT CHORD 2x4 SP M 31 WEBS 2x4 SP Na3 WEDGE Left 2x6 SP No2, Right 2x6 SP Na2 REACTIONS. (lbWM) 1=152910-8-0 (min. 0-1-8). 11=1529/08-0 (min. 0-141) Max Horz1=148(LC 8) Max Uplift1=517(LC 8). 11=517(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins. BOT CHORD Rigid cling directly applied or 7.612 oc bracing. MTek recommends that StabO'¢els and required crass bredng be installed during truss erection, in accordance with Stabib er Installation. nuide. FORCES. (ib) -Max. CampJMmc Ten.-Ati fa o 250 (Oh) orless exoaptwhen shown. TOP CHORD 1-2= 426711089, 24�308B11051, 3-�(M21`1069, 45=2368/826, 741--M66/827, 8-9�3012J7069, 9.10=308811051, 10-11=326711080, 5.6=21331610, 67=21331810 BOTCHORD 1-17=10652945, 1617=7642428,15-16=76412428, 14-15=427H826, 13-14=6152428,12-13=- i152428,11-12=9172MS WEBS 614=2961729, e-14=5901402, 612=2321M, 10-12--3181313, 615=29SR29, 4-15=-59014(11, 4-17=2311585, 2-17=3laMl2 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vu"- 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0pst h=15fk Cat It Exp C; End., GC01--0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pondmg. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord five load nonconeunentwith arry other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwfthstanding 517 lb uplift atjaim 1 and 517 lb uplift atjoird 11. LOAD CASE(S) Standard t i FE_Z,6�D51 /J i s1T3F���Q� ORID rues I run lype Ryan es-1d52A td52-A A3 HIP 2 1 b6 Reference (optimal) asunam inca.n Wane, FL, 3lsal R a srvww[u1i tmr6 hh.%W arvwAa117 miler nmooN h "aa 511.O Wls Pagel ID:EePOUIwCWA015wSO7vTFdff5d41v8Pkg4D5teLnts611 W4xdR7LyMAX`AMAlwLLpuS fi33 11d5 17di-0 l 7-0m 248-0 30511 35-9-t3 42-00 l 63-3 l: 54-t i fi0-t1 i 64t1 i 5-2-1 l 6b3 1 Sale = 1:70.4 Sri = 3x5 = 3x4 = 4ffi = 3x4 = 34 = 4ffi = 314 = 3x5 = /1m l7Aa 58q , 8LJ 17M ]46.0 ]b]-ts aDe-0 aL60 &1.1s i 9-0� f &t-1s i 6Ad Plate Offsets (X.Y1- H:0-10.0d$, 16:0-54,0.2-01. [12Z310,0-2-0] LOADING(psQ SPACING- 2-M CSL DEFL in (ico) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.93 Ved(I) -020 16 >999 240 hn 20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.42 Ved(CT) -0.41 18-18 >999 180 BCLL 0.0 Rep Stress lnrr YES WB 0.77 Hoa(CT) 0.13 12 n1a We BCDL 10.0 Code FBC2017nP12014 MatuS Welghl:22716 FT=10°,5 LUMBER - TOP CHORD 2x4 SP No2 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No22-11.8, Right2x6 SP No22-11-8 REACTIONS. (IWSae) 1=152910.BA (min. 0.1-8), 12-1529/68-0 (min. 0-1-8) Max Hors 1=133(LC 8) Max Uprdn=501)(1-C 8),12=500(LC 9) BRACING - TOP CHORD Structural wood sheathing ditec y applied. BOT CHORD Rigid calling directly applied or7-8-0 oc bracing. WEBS 1 Rowatmidpt 6-15 MTek recommends that StabMcz and required cross bracing be Instated during truss erection, in accordance with Stabilizer Installaton uide. FORCES. pb)- Max. CompJMalc Ten. -ADforces 250 Vol or tress except when shmun. TOP CHORD 1.2--3256H053, 23=317811065, 3-"(136/951, 45=29371960, 5.8=2355rm, 6-7=21241755, 7.8=-23561777, 8-9=2937/960, 9.11)=-30361951, 10.11=417BM066, 11-12--,125SM053 SOT CHORD 1-18=10332933, 17-18=80512618,16.17=-8O5Y2618, 15-16=5042124, 14-15= 67212618, 13-14=6722618,12-13=90D2933 WEBS 3.18=237256, 5-18=711428, St6--643f385, 6-16=1 B51556, 7-15=1171557, 8.15=6431385, 8-13=721427,10-13=2372W NOTES 1) Unbalanced roof the loads have been considered for the design. 2) Wind: ASCE 7.10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.0pst; h=15$ Cat 11; Exp C; Encl., GCpr4.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondng. 4) This truss has been designed for a 10.0 pal bottom chord fine load nonconcorrerdwith any other five loads 5) Provide mechanical connection (by others) of truss to bearing plate capable of wiMstanding 500 fo uplift: at joint 1 and 500 @ upOR at joint 12 LOAD CASE(S) Standard PE76051 \� I I M .11 STAE?' ORID MA 145i.A Sys = 3x4= fixii= Scale -1:70A Sys = 15z4 If 3wfi _ ax — bhm — "m _ 1.5z4 II 315 = 3x4 LOADING(pst) SPACING- 2-0-0 CSL DEFL in (lox) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.79 VertU) 024 15 >999 240 h fm 244M90 TCDL 7.0 Lumber DOL 125 BC 0.83 Vert(CT) .0.44 17-18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 025 Horz(CT) 0.19 11 rda Na BCDL 10.0 Code FBC2017/fPM014 Matri*S Weight230110 F17=10% LUMBER- BRACING - TOP CHORD W SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. T2 2x4 SP M 31 BOT CHORD Rigid cellmg directly applied or 64-0 oc bracing. GOT CHORD 2x4 SP No2 WEBS 1 Row at midpt 3-17, 6.14, S44 WEBS 2y4 SP No.3 MTek recommends that Sfabil¢eJs and required cross bracing be SLIDER Left 2x6 SP No2 4 3-5 , Right Zd SP No2 3-8-4 installed during truss erection, in accordancevrith Sta 11M Installation auiide REACTIONS (Mize) 1=1529/0-0-0 (min. 0.1-13), 11=1529/0-M (min. 0.1-13) Mar Homl-116(LC 9) Max Up5m=-460(LC 8), 11=460(LC 9) FORCES. (m)-Mac ComplMax. Ten. -AO forces 250 Qb) w less except when shown. TOP CHORD 1-2-3275I966, 2—�-4149/983, 34=2591/846, 45=2506/669, 5E=2437/904, 0.7=2279/838, 748=2505/367, 85=2591/B44, 940131491994, 10-11=-3275/967 BOT CHORD 1-18=9332950, 17-18=9332950, 16-17=16122291, 1516=6122291,14-15=-0872448. 13.14-3352951, 12-13=-83512951, 11-12-8352(151 WEBS 3-18--01314, 3.17=706/420, 5.17=10(1/462, 5-15=107/396, 6-14=-435/137, 7-14-132$27, 9-14=707/422, 9-12-=0/311 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VuIt=76omph (3-second gust) Vasd=124mph; TCDL= 42pst BCDL=S.Opst h=15$ CaL It Exp C; End., GCpk0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondmg. 4) This truss has been designed for a 10.0 psi bottom chord We load noraonc mentwith any other live loads 5) Provide mechanical connection (by others) of buss to Clearing plate capable ofwithstandmg 480lb upSR at pint 1 and 480lb uplift at joint 11. LOAD CASE(S) Standard \\\\\\III I f ill/, PE 51 fy l3-P� �tkr� ORIO_ . &�Orvai �SlE0G��`�\\ Jon cuss roll I ype Y Rymi Hamel-1452Ad 1452 A AS MP 2 7 Job Reference o rm baMeln Tma, Ft Pwc% FL,.3401 80NCWA016 07VTF-IVBP 2 a9WWWN�TeklM. nEasNM Im FnJ 811:0=8 Pao,I kgcLDR&—M1M(pcdQftszA_5?t—AWz-Pu5 7bi4 13$0 21-0-0 2880 3/-itd 42fiO 41_16 7�i0 4i-0 6-SQ 7W W= 15X4 II W _ Scale =1:692 3x5 = 15x4 II 416 = 3t®= 3A = 15x4 11 315 = 3A = 4xB = fi0 43441 t ]Otd 1350 21b0 ffi4-0 34113 40a0 446a , I tom{ I 6$3 �I �I fi33 1 581= O�T01 Plate Oasets (X Y)- It-03-10 0-3-01 14'0S40.2-87 160,W 0.2-n I9'D310 0-3-01 LOADING (psi) SPACING- 2-0-0 CSL DEFL in (toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vat(LL)- 029 13 >999 240 rim 2441180 TCDL 7.0 Lumber DOL 125 BC 0.79 Vert(CT) -0.5213-15 >85/ 1B0 BCLL 0.0 Rep Stress Ina YES WB 0.56 Hort(CT) 0,19 9 We We BCDL 10.0 Code FBC2017/IP12014 MatrkS Weight 223 Ib FT =109A LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 SUDER Left 2x6 SP No23I-13, Right 2n6 SP 11 234-13 r REACTIONS. (mis¢e) 1=152910.&0 (min. 0.1-13), 0=1529I0-8-0 (mirt (1-1-13) Max Horz 1=103(LC 9) Max Upliftl= 472(LC 5), 9=472(LC 4) BRACING- TOPCHORD Structural wood sheathing directly applied. SOT CHORD Rigid calling ?recdy applied or 6-2-10 oc bracing. MIT& recommends that Stabilizers and required =as bracing be Instated during truss erection, in accordance with Stabilizer Installation oukka FORCES. (lb) - Max. CompJMwL Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2---3281/1030, 2-3-3164I1045, -h= 27241963, 45=2855/1104, 5-6=2a5511104, 6.7=2724/963, 7-8- 3164H046, 8-9=-328111030 BOT CHORD 1-16=8972855,15-16=.5972955,14-15=723/2461,13-14=7232461,12-13=719f2461, 11-12--7182461, 10.11=-89412955, 9-10=-8942955 WEBS 3-16=0269, 315=S63f351, 4-15=791443, 4.13=2261644, 5-13=-457/348, 6-13=226/644, 6-11=79/443, 7-11=553/352, 7-10=D1269 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wlnd: ASCE 7.10; VUR-160mph (3semM gush Vasd=124mph; TCDL=4.2pst BCDL=S.OpsF, h--151[; Cat It E1y C; Encl., GCpf=O.18; MWFRS (envelope); Lumber DOL=I.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond'mg. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcunerdwith any other live loads 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 in uplift at Joint 1 and 472 lb uplift at joint 9. LOAD CASE(S) Standard PE6051 1 1 I A,• + 0e�\ ORIV //SS7CONA i )0 p 1u¢ I rY� ype Ryan es-1 1452-A Ali HIP 2 1 .lob Reference SouV,mn Trma. K Piartn, FL, M951 Rurt 8200 s Nw 30=7 Pon[ 82p0 a Nw 300t] A4-rektMusinea, Vw Fri JW 811:88:09 2➢18 Pape 1 ID:EeP0UWCWA016.SO7vTFdz?5=?.y0Rd�7Ra02wYFZMp9h9IG7vI0JIB6Ggjddz�ud MINM 17-100 24.2-0 30ad 3641-2 42-0a 6Qt1 � 8.4-0 8+0 8614 ii Sty = s nor 34 = ate — U4 = Sx5 = e e • a Scale -1:69.3 3x5 = 15t4 II are = 4X = 3x4 = 416 = 3x8 = 15t4 11 3t5 = /.Fa d2-0O t-0q f.0.14 11Fa 2f-0A 2aSa 3f11-Z 40.60 4tpD SFd� NF14 ISb�l 9Sa l &&0 � fi3 I 4&i/�IIE� ?I-0 1-0O Plate Offsets Myl- WD3-10,030]. 11:0-1-14,Edgel. [I l:0.3.10.0-3-0I. f1111.43,Ed0e1 LOADING(pst) SPACING- 2.0-0 CSL DEFL. in pco) Udell Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 125 TC 0.59 Vert(L.L) 0.31 15 >999 240 urm 2441190 TCDL 7.0 Lumber DOL 125 BC 0.45 Vert(CT) -0.56 13-15 >979 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Hom(CT) 0.15 11 rda Na BCDL 10.0 Code FBC20171TP12014 MabuS Weight 218lb FT =10% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No-2 2-10-5, Right 2xe SP No.2 2-105 REACTIONS. (lb/size) 1=152910-8-0 (mfi. 0-1-8), 11=152910.8-0 (min. 0-1-0) Max H=1=BB(LC 10) Max UPHMI 497(LC 5), 11�497(1.0 4) BRACING - TOP CHORD Structural wood sheathing dire* applied ar 2.93 be purlins. BOT CHORD Rigid eating directly applied or 74-7 oc bracing. NbTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation gulde. FORCES. (lb) - Max CompJMax Ten. - All forces 250 (lb) or less except when sl o . TOP CHORD 1-2-„'30111099, 2-3=324811113, 3.4=-2B88N051, 45=2838M010, 6.8=328011257, 6-7=,3280M267, 74i=-2S3WI010, 8-9-288SH051, 9-10=.324811113, 10-11=-330111099 BOT CHORD 1-18=96512974,17-18=96512974, 16-17=111713216, 15.16=111713216, 14-15=111513216, 13-14=111513216,12-13=961Q974,11-12--961/2874 WEBS 3-17=4031292, 4-17=20WI12, 5.17=84M81, 7-13--64gf381, 8.13=2oarM , 9-13= 4031=2 NOTES- 1) Unbalanced root We bads have been considered for this design. 2) Wmd: ASCE 7.10; Vu"- Stimph (3-second gush Vasd=124mph; TCDL= 4.2W, BCDL=S.OpsF h=15fS Cat It Exp C; End, GCpi--0.18; MWFRS (envelope); LumberDOL=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 [bad nonconomentwith any other five loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vdthstandng 497 It, uplift at joint 1 and 497 to uplift at Joint 11. LOAD CASES) Standard i kr-ENSF����/i PE 6051 `L I Xt ORIDP job ITUSS Imss lype Ryes Hmna-/ Ad 1452-A A7 MP 2 1 Job Retemrra LoRfeng SmnMtn TN ,R Pwu FL, 34811 rLm: tl2Wa NOV 302a1]PIfR or le 201]xLTek nbesfiee, ItK FrlJW 6l1:a0:W 301tl Y6901 ID:EaPOuhuCwAo1sw5O7vrPdnsdC-m5iay0Rd PaRaO2wIffZMpA'hIFiTVI�96G®rAM1{,pW 6a-14 88-0 17-2A:t24-&7 37a82£.0 36-tt-2 42-0-0 14 4S2 Y 1 W _ 1-S&A II 3M = 3x4 = 5.0012 4 „ 5 6 7 SO = Scale =1:692 IMIMIP MEN mm -.AAF 5x7 = 17 16 15 14 73 12 5x7 = 3x5 = 3x4 = 4i5 = 3di = 314 = 4x6 3x4 = 3c5 = iJ-0 itch 1-041 66D 17Z9 24a7 324:a � 4PB0 444a Y3d� sxo I � I a1�1 Sae 6.zo p,1-0 14W Plate Offsets (%)'I- 11:0-3-10 0441 f4:0S-4 0.2-01 f8:OS4 0-2-0), 111:0310 0301 H5:0.2.8 0.1Aj LOADING(psl) SPACING- 2-0-0 CSL DEFL. in Qoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.58 Ved(LL) 0.38 14-15 >B99 240 MT20 244/193 TCDL 7.0 Lumber DOL 125 BC 0.42 Vert(CT) -0.64 14-15 >772 180 BCLL 0.0 Rep Stress Inns YES VIB 0.77 Hoc(C) 0.15 11 Na Na BCDL 10.0 Code FBC20171 P12014 MabixS Weight 212 m FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No2'ExcepY TOP CHORD Structural wood sheathing directly applied or 340-14 oc purfms. T2,T3: 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 6811 oc bracing. BOT CHORD 23(4 SP M 31 • WEBS 1 Row at midpt 7.15 WEBS 2x4 SP No.3 MTek recommends that Shabg¢era and required cross bmcng be SLIDER Left 2x6 SP No2 2-3-8, Right 26 SP Not 238 insla0ed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS Walze) 1=1529/0-BA (min. 0-1-8). 11=1529M8-0 (min. 0-1-8) Max H=1=73(LC 9) Max UPDM=.523(LC 5), 11=523(1.0 4) FORCES. (lb) - Max. CompJMax Ten. - Ali tortes 260 (Ib) or less except when shown TOP CHORD 1-2---3273H2O4, 2-3 2M OM211, 3- = 04611137, 45=3899/1674, 56=3699i1574, 6-7=3B99H574, 75-3900/1575, 8.9---3048/1136, 9-10�3219i1211, 10.11=427311204 BOT CHORD 1-17=10572940, 16.17=9372793, 15-16=9372793,14-15=1429/3900, 13-14=9342793,12-13=9342793, 11-12=1054294D WESS 3-17=176264, 4-17=14/368, 4-16=559/1341, 6-15-43UM, 7-14=474/330, B-14=56011342, B-12-141368, 9-12=n6264 NOTES- 1) Unbalanced roof We bads have been considered forthis desk. 2) Wind: ASCE 7-10; Vint=760mph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=5.Opsf; h=15$ Cat II; Exp C; End., GCpk0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to pne erdwater pending. 4) This truss has been designed for a 10.0 psf bottom chord live load mmounamentwith any other We loads. 5) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 523 m uplift at joint 1 and 623 to uplft at joint 11. LOAD CASE(S) Standard NA /O) tuts na* type Homes-1452Ad 145T-A AB 1VW 1PWFpran SPECIAL t 1 Jab Referenrc o ' awmvn suss, FL rn,6e, r,.., a Mi Hun: 02006 Nw30 TDt] PnK 6.2W s Nw30 TD1] 6eTeklntlus9iec. hhc Fd.pO B ifAM02me Pape 1 ID:EaPOUhuC WAO16wS07Vl=--d4FHGA9MSFl7F45?FUSmou11pR9UvegelKwPHNozyu3 It40� 7a-0 i9-0-0110fiO1 14314 I 27-0-0 1 Z7-9-2 3�1 3" I 4DS0 R2-0-p 140 62-0 160 7i-0 39-14 &&2 7ffi 0 34 = 5.00 12 4 a's = 3x4 = �5 A 5x5 = 7x8 C 5x5 = 3x4 — 7 ,Br�9� 4 12 Scale c 1:7" I I SEEM I —a 7��Man-, ® ffd 21 20 19 /8 17 16 15�= 3x5 = 5x5 = 51S = 3X8 = 54= 5x5 = 0 43pp t00 , 76-0 14SN 21-04 Z/-8-2 91$0 4080 44-0D E-b�l 6611 I &s3 � 6Ji2 1�4 I S2� 040 .-• Plate Offsets (X,Y)— [3:0.2-12,Edgel. 14:0-M,Ed9e]. [5:0-0-3,0.3-4), [/:0.2$,0.3-01, 19:0b-13,034],1120.2-12,Edge1. [15:0.6.11.0.1-10), [18:0.2-8,0.2-01, 117:0-2-0.0-3-41. N9424(1,1-41 r20:0-2-00-2-41121:6-D-110-1-101 LOADING(psi) SPACING- 2-0.0 CSL DEFL- in am) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.82 Ved(LL) 0.58 18 >819 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.99 Ve I(CI] -0.9018-19 >522 180 BCLL 0.0 Rep Stress ber YES WB 0.78 H=(CT) 0.15 15 rda Na BCDL 10.0 Code FBC20171TP12014 MaeocS Weight 228 Ib tT =10% LUMBER - TOP CHORD 2x4 SP No2'ExcepC T2,T4:2x4 SP No.3 SOT CHORD 2x4 SP No2 WEBS 20 SP No.3 REACTIONS (Ib/sae) 21=1554/0-8-0 (min. 0.1-13). 15=1554/0-e-0 (min. (1-1-13) Max HOrz21=81(LC 8) Max uprd121=-626(LC 8),15=-485(LC 4) BRACING - TOP CHORD Structural wood sheathing duchy applied or 2-2-0 oc purfins. ROT CHORD Rigid calling directly applied or 2-2.0 oc bracing. JOINTS 1 Brace at Jt(s): 10 Mlfek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with SIaMTaer Installation gulde. FORCES (lb) - Max CompJMax Ten. -AO forces 250 (lb) or less except when shown. TOP CHORD 1-2- 47W%2-3=2779111(13, 35=-8g6/1587, 58=4D46M672, 6-7=4569/1841, 7.8=4569M B41, 8-9--1024M556, 9-10=3784M477,10-12�3784/1477, 12-13 =2766/846, 13-14=489M90, 34261M19,11-12=2951140, 9.11=2901126 BOTCHORD 1-21=235/489, 20.21=316/489, 19-2D=101012522, 18-19=1597/4048, 17-18=1481/4024,16-17=8172509,15.16=217/512, 14-15=217/512 WEBS 2-21=1397/689, 2-20=6872036, 3-18=-076/1700, 6.19=613/J64, 6-18=219/577, 7-18=-3772a5, &18=3151704, 8-17=-037/393,12-17=741M755, 13-16=i'r4512001, 13-16--1401/543 NOTES 1) Unbalanced roof We bads have been considenad forthis design 2) Wind: ASCE 7-10; Vult-160mph (3-second gusty Vasd=124mph; TCDL=42psf, BCDL=5.Opst; h=15ft; Cal. 11; Exp Q 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 bad nonconcrurent with any other We bads 5) Provide mechanical connection (by others) of truss to hearing plate capable of wilhslandmg 626 b uplift at joint 21 and 485 lb uplift at joint 15. 6) Graphical purl'm representation does not depict the size or the orientation of the purfn along the top and/or bottom chord. LOAD CASE(S) Standard PE 6051 i -O ` S TE'✓9F - i ,.� ORI / /'���/-'%NAII�?G\\�\\\ !I Job IFUSS rus lype RyanH M-1452Ad 1452-A AE0. HiP 1 2 Jobilal nce o al ID:FaPOUN,CWA016u507vTFdz7irJ(-MnOU72dVssSYkgsa iHMe6rATk0.,g-i nu,o 1:U 7N 12-11-14 412V W 29A2 3441-0 V21 -0d 114-0I 6-2-0 I 5bt4 a Sb2 I 5-az I 54-2 1 S.rT 1�—I fi2-0 5.00 12 5Y7 = 1.5x4 II 22 23 4 24 US 4xB 1Sx411 tic 6 7 — 3x4 = 316 32 33 5x7 = 9 US S's.» .v 1e -- sr :a - m 4u 41 -- 4z 4a lb -- 40 4a -_ = 3x8 M1BSH6= 1Sx411 3x8= 3x5- 56= 312= 5x8 UB= 1+ Scale -1:692 619„ I 101t 1$ LOADING(pSQ SPACING 24)-0 CBL OEFL in (Ion) Well L/d PLATES GRIP TCLL 20.0 Plate Grip 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) -0.9316-17 >568 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 11.80 Horz(CT) 0.12 12 We nla BCDL 10.0 Code FBC2017/7PI2014 MatrbdS Weight 432 Ib FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Sburdurel wood sheathing directly applied. BOT CHORD 20 SP M 31 - BOT CHORD Rigid Calling directly applied or B-2-0 on bracing. WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS (Ib/sme) 21=28521041-0 (min. 0-1-8). 12=285210.8-0 (min. 0-1.8) Max H=21=57(LC 8) Max Up=O 1298(1-C 5), 12=1298(LC 4) FORCES. (lb) - Max. CompJMalc Tem -AD forces 250 (lb) or less except when shown. TOP CHORD 1-2=764/353, 23=--4342601, 3-22-7744/3791, 22-23=7743f3791, 4-23=T74371791, 4-24=7743/3791, 2425=774313791, 25-26=7743WO1, 5-26=7743/3791, 5-27=9097/4437, 6-27=909714437, 6-28=9097/4437, 7-28=8097/4437, 7-29=9097/4437, 293D=9097/4437, 30-31=9097/4437, 831=9097/4437, 632-7754/3797, 3233=n5513797, 9-3a=7755r3797, 9-10=543z2600, 10.11=767/359 BOTCHORD 1-21=-3BB1766, 20.21=426/766, 2034=2311/4943, 3435=2311/4943, 10-35=231114943, %W=433519118, 183"33519118, 1837=4MM118, 37-38=433SM118, 17-38= 4335/8118, 1739--433519118, 39-0D=-033519118, 4D41=-033519118, 1641 =433518118,1642--368277754, 4243=3682/7754, 1543=368717764, 15.44-68277754, 1444=3682?754, 1445=23(17/4841, 4546=2307/4941,1346=2307/4941,12-13=.374f770, l l-12=-374f/70 WEBS 2-21=2569H274, 2-20=199014224, 319=157B13274, 4-19=572J500, 5.19=1615/767, 517=01430, 7-16=5537491, 8-16=74511578, 8-14=13881866, 9-14=158713289, 1D-13=-198714219,10-12=2567/1273 ' NOTES- 1) 2-p1y truss to be connected logetherwith 10d (0.131'x3l nails as follows . Top Chords Connected as follows: 2x4 -1 row, at 0-9-0 = ' Bottom Chords connected as follows: 2x4 -1 tow at NO-0 oc Webs cotinected He 1600ws 2x4 -1 row at 0-7-0 oo, Except member2o-2 2x4-1 row at D-s-o m member 203 2x4-1 row at 0-9-0 cc, member 193 2x4 -1 row at 0.9-0 or, member 4-18 2x4 -1 row at D-9-0 M member 194 2x4 -1 row at 0.9-D cc, member 6-17 2x4 -1 row at 0-9-0 oc, member 165 2x4-1 mw at 0-9-0 00, member7.16 2x4 -1 row at 0.9-0 oc, member 16-8 2x4 -1 now at D-9-0 or, member B-14 20-1 row at 0-9.0oo, member 14-92x4-1 row at 0-9-0M member 13-92x4-1 row at 0-9-0M member 13-102x4-1 row at 0.9.0 CC. If noted as front (F) or �erwise indratedOAD CASE(S) section. Ply to PN loads are considefed equally applied to all plies, d�as to distributemy loads � � Connections M_B� /-/Z��i un�\\\�\\P� 3) roof fore loads have b for grs 4) Wind: ASCE 7-1V. Vultt-16Dmph (3.second gust) Vasd=124mph; TCDL= 42pst•, BCDL=:S.OpsF, tR151t Cat II; Exp C; End., GCpr-0.11;' �t i -\GENE , MWFRS Lumber DOL=1.60 DOL=1.60 (envelope); plate grip 5) Pmvide adequate drainage to prevent water ponds g. 1{ —r�� 7 6) AB plates are, M120 plates otherwise contented. t PE edunlessfor 10.0 cts�lt�� designed! for a 10.o psi bottom mom live loan noneoncumJd with any Omer Dxa toads T Y -101 S—� //)SONAL /) JOD cuss truss I ype Ryan Hamel-1462Act 1052-A ABM NIP 1 2 Job Reference(Optional) Sm.. ,cuss, FL new, r., 3495i war n.zw s nwav 2u1] 1vu¢ a,zuu a aavau 3n] rwlek amvstne; ma Frt Jitl 6 t1:eP.1S71He Pape 2 NOTES- IDF Th:CWA0161v507vTPofJSd(-fs�d�U72dVsSYkg9aKVIMgiF8de6rATkaue�L7{pu0 8) Provide mechanical connection (byothers) of busslo bearing. plate capable of whitstanding 1298 Ib upBR atjomt 21 and 1498 lb uplift atjoint 12 9) Hanger(s) or other connection device(s) shag be provided sufficient to support mnrentrated load(s)176 Ib down and 238 to up at 7-64, 94 Ib down and 139 Ib up at 9812, 94 Ib down and 139 m up at 11-6-12, 94 Ib down and 139 Ib up at 13572, 94 Ib dawn and 1391b up at 15512, 94 to down and 139 Ib up at 17-6-IZ 94 Ib down and 139 to up at 19-S-12, 94 to down and 139 m up at 21-0-0, 94 to down and 139 Ib up at 22-5-4, 94 @ down and 1391b up at 245-4, 94 to down and 139 Ib up at 2644, 94 Ib down and 1391b up at 2853; 94 Ib down and 139 Ib up at 3D-54, and 94 Or down and 139 to up at 32-5-4, and 176 it, dawn and 238 lb up at 34-6.0 on top chord, and 252 m dawn and 1231b up at 7-". 70 lb down at 9-6-IZ 70 m down at 11fa12, 70 to down at 13-6-12, 70 to down at 15812, 70 lb down at 17512, 70 to down at 19-Sm12, 70 to down at 214)-0, 701b dorm at 225-4, 70 to dawn at 24-5-4, 70 to down at 26-5.4, 701b down at 28.5w4, 70 Ib down at 30-5-4, and 70 It, down at 32-5-4, and 252 to dove and 123 lb up at 34-5.4 on bottom Chord. The designlselecton of such connection deAw4s) is the resporlsibigty of other;. LOAD CASES) Standard 1) Dead +_Roof Live (betenee* Lumber Inceasc-1.25, Plate Inoreasa=1.25 Unftmn Loads (PM 9-11=54, 1-11=20 32-94(B) 26=94(8) 27=94(13) 26=94(B) 29=94(B) 30=94(B) 31=94(8) '(B) 427-47(B) 43--47(B) 44- 47(B) 45= 47(B) 46=-47(B) job ryS5 1russ ire RyanN ve-1452Atl 1452-A Bi JVW CDARdom 1 1 Job Reference (opligno Smxmm Tn=, FL Pie=, FL, 34MI Lz�:g Scale = 1:w LOADING(psf) I SPACING- 241-0 I CSL I DEFL in Qoe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.70 Vert(LL) -0.12 1-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.66 Vert(CT) -025 1-9 >968 180 BCLL 0.0 Rep Stress Inc YES NB 0.17 Horz(CT) 0.04 6 n1a Na BCDL 10.0 Code FBC2017/TPI2014 Mabbt-S Weight 96lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing dbedly applied or4h0 no purlim BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiifmg directly applied or B-0-5 no, bracing. WEBS 2x4 SP No.3 MITek recommentls that Stalazers and required cross bracing be WEDGE installed during truss erection, in accordance with Stabilow Left 2x6 SP No2 Installation aukie. SLIDER Right 2x6 SP N0.22-9-10 REACTIONS. Qblsae) 6=74010-M (min. 0-1-8), 1=740/04-0 (min. P1-8) Max Horz 1=81(LC 9) Max Upfdt6=252(LC 9),1=258([-C 8) FORCES. Qb) - Max_ CompJMax Ten. -Atl firms 250 (lb) or less exceptwhan shoe r TOP CHORD 1-2=13811484, 2.3=12061440, 3+4=11211405, 4-5=-1215/442, 5-0=1274/428 BOT CHORD 14=45711224, 8-9=204/837, 74�--204IW7, 6-7=-31911093 WEBS 2-9=290/Z7Z 3.9--IWJ449, 3-7=13=29 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuM60mph (3-second gusty Vasd=124mph; TCDL=4.2pst BCDL=5.Dpst h=15$ Cat It; 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 noncunamentwith arty other We loads. 4) Provide medranical connection (ry others) of tmss to bearing plate capable of withstanding 252lb upltlt at joint 6 and 258 lb uplift ad joint 1. LOAD CASE(S) Standard ri \� �` V�CENgF.`` PE 6051 M 'I*� s ft-OF i � NA job In, Inuss lype Ryan Hunan - IA Atl 1451-A B2 COMMON 1 i Job Reference(ordjonaQ i ••••^�••-• .+��+• rau alauc nw:le eulimis n3W CNw9g 2m)ALTekIMt¢fies,Ix Fri JuI Bt1.W.132018 Pape1 I1:EaPOUhVCWA016WS07VTFdi?5dL-t>adnOU72dVsSYkg9aKVlMq,ZMhld(SkpMei 72�u0 H4-0 8-2-7 1g40 .1 tit-7 -a" 168 r680� 38-7 I 6.2� Scale -1:34.6 314 = 5Z = 314 _ 5 I_t-0-0 I 7-1/-f3 134-2 20.4-0 1-0-0 6-11-13 I u5 I i Plate Offsets OLYF 11:0-0-0.1321 r1:0.1-14.0.0.21 13:0-2-0.0-2-111 I4:0-2-8 0.3-M r5:0-2-0 0.2-111 rB:04.4 0-0-51 LOADING(psf) SPACg4G- 24)-0 CSL DEFL- in (toe) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 030 Vert(LL) -0.12 1-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC o.e6 Vert(CT) -025 1-11 >950 180 BCLL -O.D Rep Stress Ina YES WB 0.17 Hori(CT) 0.03 8 n/a Na BCDL 10.0 Code F13C2017frP12014 MahixS Weight 95lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 ROT CHORD WEBS 2x4 SP No.3 WEDGE Left 2x6SP Not SUDER Right 2x5 SP N022-9-10 REACTIONS. (mis¢e) 8=740/030 (min. 0.1-8),1=740/04e-0 (min. 0-1-8) Max Homl1 76(LC 9) Max UprdtB--247(LC 9), 1=253(1.0 8) FORCES. (Ib) - Max. CompJMax Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2=1373/468, 2J=1204/424, 5.6=112Of4gi. 6.7=1211/427, 7.8=1268/413, 3-4=1066/416, 45=9951389 BOTCHORD 1.11=43SM215,10.11=1921839,9-10=192/839,8-9--W5/lB88 WEBS 2-11=268t25B, 4-11=172/436, 4-9=131fd17 NOTES 1) Unbalanced roof We loads have been considered for this 2) Wmd: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=1 Structural wood sheathing directly applied or 4-2-13 oe pudms Rigid calling directly applied or 8-10.12 oc bracing. MIT& M=nnnends that StahOaers and requded cress bracing be metalled during thus ereoion, in accordance with StabO¢er Installation guide. 13=1511; CaL It Exp C; Encl., GCpi=0.18; 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf boeom chord live load nanconanrentwith any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247lb uplift at joint 8 and 253 lb uplift at joint 1. LOAD CASE(S) Standard (� PE 76051 ORI Jw truss Inas type RY.Hemel-1 A 1452. &4 JQlY JF1Y HIP 1 1 Job Reference (optional) >auavJn ram, R Heim, ram, senet W4[ 93W s Nw302f1t] Re¢ 9.31a s Nw302m] sLTek M4uefea, trm Fn A4 611:00:132018 Paga 1 It),.& U'ZCVVAO16wS07vTFdi75rHi9dnOU72dVs5Ykg8al(VNIFq @.A2ad.L1k0ue�7zyu0 I' 6-0-0 I a4-o I 1i s®te=1'.J3.2 4,4 = Lads IE 1.00 8.0-0 13-" 20-40 7-M I s4-0 F 7. Plate Offsets (X,YI— f1:0-0-0.1 3-21 M:0-1-14 0-0-21, f20-2-4 0-2-4) 13:OS4 0-2431 R:0-2.8,04-21 LOADING(psf) SPACING- 240-0 CSL DEFL in (bc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vat(LL) -0.13 1-7 >999 240 MT20 2"1190 TCDL 7.0 Lumber DOL 125 BC 0.80 Vert(CT) -028 1-7 >952 180 BCLL 0.0 Rep Stress Inc YES NB 0.10 Horz(CT) 0.04 4 n1a n1a BCDL 10.0 Code FBC20177TP12014 MatrizS Weight 91 01 FT=10% LUMBER - TOP CHORD 2x4 SP No2 `Except* T3: 2x6 SP No2 SOT CHORD 2x4 SP No2 WEBS 2x4 SP N0.3 WEDGE Left 24 SP Na2, Right 2x4 SP No.3 REACTIONS. (Ib/size) 4=74010-84 (min. 0-1.8), 1=740/68-0 (min. 0-1-8) Max Horz1=61(LC 8) Max UpTift4=-228(LC 9),1=235(LC E) FORCES. (lb) - Max. CompJtJlau. Tan. -AO forces 250 (b) or less except when shown. TOP CHORD 1-2=12941395, 2 3v-11181408, 3-0=12281380 BOTCHORD 17=29(111126-7=27011061,5.8=270I1081,4-5. 273M056 WEBS 2--7=0= BRACING - TOP CHORD Structural wood sheathing dlns8y applied. BOT CHORD R1gW oelTmg directly applied or 10-0-0 oc bracing. M7eK recommends that Stabilaers and requited cross bracing be installed during truss erection, in accordance with StaUBaer Installation gadde, NOTES 1) Unbalanced roof We loads have been considered for this design 2) Wbrd: ASCE 7-10; VUI1=160mph (3- rb gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, b=15$ CaL II; Exp C; EncL. GCpOO.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 pet bottom chord live load nonconarrent with any other live bads 5) Provide mechanical connection (by otters) of truss to bearing plate capable of withstanding 2281b uplift at joint 4 and 235 lb uplift at joint t. LOAD CASE(S) Standard 0 I IX T CORM S1ONI Ili I I1\G \\\\ 1 II nss ype Ryan H=M-1452Ao Pcuss 1452-A 94G MP 1 1 Job Reference (optioned) Sounvn Try, R. Pieria, FL, 34e51 Lk:� bx7 = W= f. II sa = IM If 3x6 = Scale -134b 1 1.0-0 5-M 10.8a 1 1510 I 20-4-0 121-0-01 1.0-0 5-0-0 Pate Olsets (X,Y)- 11:04-10.Edpe1. 13:0- 4 0-2-01 Wo-6-4.02-0L 17:04-10.Edgel LOADING(psl) SPACING- 2-0-0 CSI. DEFL in floc) Udell Ud PLATES GRIP TCLL 20.0 Pate Grip DOL 125 TC 0.52 Vert(LL) 0.15 9 >999 240 WM 2441190 TCDL 7.D Lumber DOL 125 BC 0.61) Vert(CT) -0.21 9-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 026 Horz(CT) 0.07 7 rda n/a BCDL 10.0 Code FBC20177rP12014 Main" Weight 1031b FT =10% LUMBER - TOP CHORD 2x4 SP No2 ROT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP NO2 2-10.12, Right 2XS SP NO2 2-10-12 REACTIONS. (Polsi2e) 1=1109MZ-0 (min. 0-1-8), 7=11091041.0 (min. 04-8) Max Hom1=46(LC 9) Max UpfiM=541(LC 8), 7=541(LC 9) BRACING - TOP CHORD Structural wood sheathing directly apprled or 3.2-15 oc pudine BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. Wrak recorrm ends that SahJv:ers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide: FORCES. (Ib) - Max. CompJMax. Ten. -All fours 250 (lb) or less except when shown TOPCHORD 1-2=22MM147.2.3=2213M 160,3-12-2601f1401,12-13=260011400, 4-13=26001MO, 4-14=260011400, 14-15=2600H400, 5-15=260111401, 5-0=-221311160, 6-7=226411147 BOT CHORD 1-11=10042041, 11-16=10052055,10-16=10052055, 9.10=10052055, 9-17=10042055,17-18>10042055, 8-18=10042055, 7-8=10032041 WEBS 3-11=281342, 3-9-=47/683.4-9�-4531404, 58=-347/603. 5A=29541 NOTES- 1) Unbalanced roof five loads have been considered for this design 2) Wmd: ASCE 7-10; VuR--160mph (3-second gush Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, "St Cat 14 Exp C; End., GCpi--0.16; MWFRS (envelope); Lumber DOL=1.60 plats grip DOL=1.60 3) Provide adequate damage to prevent water pondnlg. 4) This truss has been designed for a 10.0 psf bottom chord rive load nonconaumerd with any other We loads 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 b uprdt at)oud 1 and 641 th uplift atJoint 7. 8) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s)121 Ito down and 169 to up at 6-0-0, 57 b down and 107 b up at 8.0.12, 571b dam and 107 b up at 10-0-12, 67 to down and 107 It, up at 11-3-4. and 57111 down and 107 to up at 1334, and 121 to down and 169 lb up at 154-0 on top chord, and 108111 down and 1W b up at 6.0-0, 41 lb dawn at 83.12, 41111 down at 10.412, 41 Ib down at 1134, and 41 b dam at 1334, and 106111 down and 1D0 b up at 16-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, lcetls applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lnowse=125, Pate Increase=125 Uniform Loads (pit) CorucerhbVert 3 4(73— 8) 5--74(8) 1 27(B)112006(B) 8=106(8) t2=55(B) 13=-55(13) 14=v5(B) 15=55(13) 16�-27(B)17=27(B) 7fj t 8=27 PE 6D51 1 /ONA I M�G rues Iruss me HMM-1452Ad 14W-A Ct COMMON 2 1 Job Reference (aptionall sowiem cruse, rc rurc, ram, aaesl 414 = Scale -1:Z7A k Plate Offsets (X.Y7— 11:0-M.13-21t1:0A-14�f4:0-4-4.0-2� LOADING(psf) SPACING- 240.0 CSL DEFL- "m (be) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.72 Vert(U) -0.17 1-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.73 Vert(CT) .0.35 1S >558 180 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(CT) 0.02 5 We n1a BCDL 10.0 Code FBC20171rP12014 Matrb(S Weight 67lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3'ExcepY ` BOT CHORD W3: 2)6 SP No2 WEDGE . Left 2x6 SP No-2 REACTIONS. (03/s¢e) 5=60WG-8-0 (mlm O-1.8),1-608/043-0 (min.0-1-8) Max HmZ1=86(LC 8) Max Upf 6--206(LC 9).1=213(LC 8) FORCES. (to) -Max. CompJMax Ten. -Ali forces 260(Ib) or less amept when shorn. TOP CHORD 1-2=1054/388, 2-3=814280, 3-0=466Y254, 4-5=530/246 ROT CHORD 1-7=-3771928, 6-7=377/928, 58=1711717 WEBS 2-6=-303248, M-451409 Strucbrral wood sheathing rive* applied w43.12 oc purlms, accept end verticals Rigid ce0ing duecby applied or SS14 oe bracing. Mlrek recommends that StabO'¢ers and required cross bracing be Installed during trust; erection, in accordance with Stabilizer InsWlaSon�ide. NOTES 1) Unbalanced roof We loads have been considered for we; design. 2) Wnd: ASCE 7-10; Vub=160mph (3seccnd gust) Vasd=124mph; TCDL=42ps ; BCDL=S.OpA h=151t Cat 11; Exp C, Pam, GCpk0.18; MWFRS (ernrelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This in= has been designed for a 10.0 psf bottom chord We load noncencunentwith any other live loads. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 5 and 213 to uplift at Joint 1. LOAD CASE(S) Standard ENSF`.���ii l ; PE6051. %7 a ` J (/ 13 ` 5 I t-ut OR)O , . 1114a .. ype S-1452Ad 145 -A C2 JW IMY IRYMMOnN COMMON 1 1 Job Refeten® ..,a.�,�"..,�.,, ID EaPOUhtCVVA016w50 vTFdY�SdC-0f33p ��tVNaF1ah AZb9pu FBJEAIUC72 Paeat 1AFB.IEAtUC7220z-pu_ t 57-14 8-0-0 9h0 10-0-0 17 57-14 I 242 I 7-0-0 1 1-0-0 I 7-0-0 � Scale o 1:2a.1 30 10 11 5 3x4 = fig 1-0-0 ta-0 9-0-0 17-0.0 ' 1-0-D 7. i uut i Plate OBset5 OLYI- 11:0-0-0 1-3-21 Fl:G-1.14.Ob21 13:0-2-0.0.2-111 15:0-2-00-2-111 16:0-" 0-2-01 LOADING(psl) SPACING- 24)-0 CSI. DEFL in Ow) Udell Lid PLATES GRIP TCLL 20.D Plate Grip DOL 125 TC 0.59 Vert(U) -0.17 1-8 >999 240 MM 2441190 TCDL 7.0 Lumber DOL 125 BC 0.72 Vert(CT) -0,36 1-8 >641 180 BCLL 0.0 Rep Stress Ina YES INB 0,15 Horz(CT) 0.02 7 Na Na BCDL 10.0 Code FBC20171TP12014 MabuS Weight 67 lb FT=10% LUMBER- BRACING - TOP CHORD 2z4 SP No-2 TOP CHORD GOT CHORD 2x4 SP No2 WES 2x4 SP Nm3 `ExoWr BOTCHORD V& 2x6 SP No2 WEDGE Left W SP No2 REACTIONS. (Iblsize) 7=608rD-" (min. 0.1-8), 1=60910-9-0 (min. O.1.6) Max Horz 1=78(LC 8) Max Upriftlr=197(LC 9). 1=2D5(LC 8) FORCES. Ob) - Max. CompJMan% Ten. -AB forces 250 (1b) or less except when shovm. TOP CHORD 1.2=1D41B62, 2.3=828r264, 545-889Y142, 57=.528235, 3-0=744273, 45=744273 BOT CHORD 1-9- 746214, 8-9=-3461914, 7-8=164I741 WEBS 2-8=281219,45=281398 Structure] wood sheathing doecdly applied or 5-0-2 oc purfms, except and verticals. Rigid ceiling daecty applied or 9.10-14 or bracing. Wrek recommends that Stahir¢ers and required cross lancing be Installed during buss ematim in accordance wdh SIabilb er Installation Wide. NOTES- 1) Unbalanced roof M loads have been considered for this design. 2),Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4 2pst BCDL=S.Opst tt=158; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pont ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcum nt with any other five loads 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwidistanding 197111 uplift atjoim 7 and 205 to uplift atjoim 1. LOAD CASE(S) Standard 1452- 4x7 = 12 13 414 = Scale = 129.1 LOADING(pst) SPACING- 2-M CSL DEFL in (loe) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.78 Vat(LL) 021 8.10 >M 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 I BC 0.55 I Verl(C'T) -0.31 8-10 >602 180 I BCLL 0.0 Rep Stress Inc NO WB 0.11 Horz(Cr) 0.02 7 Na Na BCDL 10.0 Code FBC201771P12014 MabtuS Weight 721b FT =10°.4 LUMBER - TOP CHORD ZA SP Not -Except• 'M 2x4 SP M 31 BOT CHORD 2x4 SPM 31 WEBS 2x4 SP No2 REACTIONS. (misize) 11=92810.8.0 (min. 0-1-8), 7=92810-8-0 (min. 0-1-8) Max Ho=II=46(LC 8) Marc UpUfH l=asz(LC 8), 7=-462(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 co pur6ns BOT CHORD Rigid ceiling directly applied or 91:11 oc brag. MTek recommends that Stabilizers and requhed once bracing be installed during truss erection, in akmrdance with Stabilizer Installation qulde. FORCES (lb) -Max CompJMax Ten. -All forces 250 (lb) orless accept when shown. TOP CHORD 1-2--11981606, 23=1356f721, 3-12=1192r683, 12-13=11921683, 4-13=11921683, 45=1356720, 6-6-119111606 BOT CHORD 1-110-11=80611164, 9-10=8041119$ 9-14-=-8001192, 6-14=60411192, 7-8=592N184, 6-7=-59211184 WEBS 2-11=463/318, 3-10=W2M 441=01284, 5-7--463r318 NOTES- 1) Unbalanced roof We loads have been considered for this design. ` 2) Wd:dSCE 7. in10r. L mbeii ph (3-s8nd gust) Vasd=124mph; TCDL=42pst BCDL=5.0pst fr=151t Cal. It Exp C; Entl, Gcp1�.16; R plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This thus has been designed for a 10.0 pat bottom chord Trve load nonconalmudwith any other five loads 5) Provide mechanical connection (by others) ortruss to bearing plate capable of withstanding 462lb uplift at Joint 11 and 462lb uplift at joint 7. _ sufficient 121 lb lb down and 1or 0 lb up at 8-0.1er connection � d( 5lb Amen be provided nd 10 fo up at�&11 to -4Pand 112rt n1 lb d m and load(s) up at 2-0-0 on top chord, and 106 Ib down and 100 th up at 64)4. 41 lb down at 8-0-IZ and 41 to down at 9.114, and 106lb dam and 100lb up at 11-114 on bottom chord. The design/selection of such connection device(s) a the responslblI ty of others 7) In the LOAD CASE(S) sermon, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live Malarkced): Lumber tnaease=125, Plate Incense=125 Uniform Loads (plf) Vert 13--54. 34=54, 4-B=54, 1$=20 Concentrated Loads (lb) Vert: 3=74(F) 4=74(F) 0=27(F) 10=106(F) 8=106(F) 12---55(F) 13=55fl 14=27(F) y PE 75051 e mas ruS9 ype Ryan Homes-1452A 1452-A L1 COMNON 2 t Job Reference o 'coal ad4nem Trws,RPieax, R,3C851 wnue.ewe A016WSrmeo�wcrvw su ai,euiccinouscx5.uz rnm oi�:w:,ca,a raw � IOFaPDUhxCWA01suSWvTFtlYlsd4U012.&0 TF0A7HzWrRvmweRSnh�F3vdPg5FAnzylw so-0 tz _ - - 80,0 , Scale a 1:189 4x4 = 3)9 II M II 1-0-0 8-0-0 1143-0 12-0-0 Plate Offsets OLYl- 11:0.1 14 0.0-21 f1:0-0-0i (3'0-1 14 0-0.21 13'0-0.0 1321 -- LOA13ING 03A SPACING- 24).0 CSL DEFL in Qoc) 0deff Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.41 Vert(U) -0.03 1< >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.49 Vert(CT) -0.06 14 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.10 Horz(CT) 0.01 3 We nla BCDL 10.0 Code FBC2017fiP12014 MatuS Weight 46 lb FT=1". LUMBER - TOP CHORD 2x4 SP No2 SOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 WEDGE Left 2x6 SP No2, Right 2x6 SP Nc2 REACTIONS. (Iblsize) 1=419/041-0 (min. 0-1-8), 3=41OM-M (min. 0.1.8) Max Horz1=46(LC 8) Max Upiift1=145(1.0 8), 3=145(LC 9) FORCES. (m)-Max.C4mpJMax.Ten.-AOforces250(m)orlessexceptwhenshawn TOP CHORD 1-2- &%M96, 2J=i5&196 BOT CHORD 1.4=133I547, 3�4--1331547 WEBS 2-0=0274 BRACING - TOP CHORD Struchual wood sheathing directly applied or 6-0-0 oc purfins SOT CHORD Rigid calling directly applied or 10-0-0 oe bracing. Mifek recommends that StabO¢ers and required cross bredng be installed during truss erection, in accordance wdh StaWT¢er Installation rnufide. NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vu"- 60mph (3.semnd gLuM Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=lsf4 CaL it Exp C; End., GCpF0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 psf bottom chard live bad nonooncurrent with any other live loads 4) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 145 b uplid at joint 3. LOAD CASE(S) Standard x\�`\`} MI I8C ////���i PE6051 I fuse Irm I ype M M"M 14 A 1462-A L2G MP 7 7 Job Retemnce (opfionall SOWICm Tws . FL P19rfB. FL, M851 R=a200L NOW g2 31a2R7WudtF0ATBzWfRvmwaTUnjdW.le 2 16O7JZ4ID:EaPGUkCWAOw0F47dPga51FsAPrad_Qpa tlw 4-0-0 8-0-0 10-&0 1247-0 r 1d0 I 2�-0 i 4-0-0 24i-0 1�-0 414 = 11 4a7 = Scale -1:192 LOADING(psn SPACING- 2-0-0 CSN. DEFL in Qoc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 028 Vert(LL) 0.05 8-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.37 Vert(CT) .0.08 " >998 180 BCLL 0.0 Rep Stress Ina NO VJB 0.06 Horz(CT) 0.00 7 Na n1a BCDL 10.0 Code FBC2017/71014 MatrbfS Weight 48 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied a 64-0 oc pudins. BOT CHORD 2x4 SP No2 SOT CHORD Rigid ceiling direly applied or 10-0-0 oe bracing. WEBS 2x4 SP No.3 hbTek recommends that Stabilizers and required cross bracing be bmtalled during truss erec5on, in accordance with StabT¢er Installation aulde. REACTIONS. Wsize) 10=4191041-0 (min. 0.1.3), 7=41910a0 (min. 0.1.8) Max Horz10=31(LC 8) Max UpHMO--254(LC 8), 7=254(LC 9) Max GreV10=421(LC 17), 7=421(LC 18) FORCES (to) - Max CompJMax. Ten - Ali faces 250 (to) or less except when shown. TOP CHORD 1-2--315=. 2-3=38013D4, 3-11=-313P283, 4-11�313283, 45--98=5, 64-315237 BOTCHORD 1-10=226t312,9.1D=231/312,g-12=2221314,8-12=222J314,7-8=2271312, &7=227/312 NOTES- 1) Unbalanced roof We loads have been considered forthis design. 2)14nd: ASCE 7-10; Vuirl6omph (s-second gust) Vasd=124mph; TCDL= 42pst BCDL=S.Opst Ir-15ft Cat It; Exp C, End., GCpOO.18; MWFRS (emrelope); 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 psi bottom chord five bad nonconartent with any other five loads 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 254 b uplift at joint 10 and 254 lb uplift at joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated bad(s) 53 b doom and 149 to up at 444, and 261bdmmand57lbupat S4-1Zand53bdownand149bupa1 8allontopchord,andlBlbdownand44mupat 44)-0,andgm down and 2lb up at 6-0.12, and 181b down and 44 m up at 7-11.4 on bottom chard The desigMseledion of such amnection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads app8ed to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard' 1) Dead + Roof Live (balanc4: Lumber baraas=1.25, Plate Increase--125 Uniform Loads (Pit) Vert 1-3=-54, 34=54, 4.8=54, 1-6-20 Concentrated Loads (to) Vert 3-13(B) 4-23(B) 9=2(B) 52(B) 11=1(B)127-2(B) ��\\Q l l/1-, i� PE 76051 �� 4 M , pus I nr55 I ype Ryan es-1 Ad 1452-A V JACK 12 1 Job Refemrhm 'o nall • •. a�•�. •-�+. un eivae nwaueuhrrnR uewarvwav 2m/WiexlOaVa�es, Orc. Fri JW 611:0a192018 Papal 1� ID:EaPO� AO'1GZ07vTFdY15=g5VC=79YJrny7wgDjIFFNMW&ITAALWL;yux 6-2-0 i 2411 I 1-0-0 1 7.6-0 1-0-0 Ahn � Scale -1303 Plate Ogeeta an- 2.o-a1zal-12I rs:a1411-z-0I r5:a•a-9 a1-1z1 - - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL to (be) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.51 Vert(LL) 0.07 4.5 >'978 240 MT2D 2441193 TCDL 7.0 Lumber DOL 125 BC 0.39 Vert(CT) -0.13 4-5 >'569 180 BCLL 0.0 Rep Stress Inc YES NB 0.08 Horz(CT) .0.05 3 Na nla BCDL 10.0 Code FBC2017rrP12014 Matra-P Weight 24 to Fr-10% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (Wm) 3=1481Medranxal, 4=67lMedwricai, 5=3351DA-0 (min. a1-e) Marc Hoa5=155(LC B) Max UprdM--136(LC 8), 5=101(LC 8) Max Gmv3=148(LC 1), 4=110(LC 3), 5-035(LC 1) FORCES. (lb) - Ma CompJMax. Ten. -Ali forces 250 (lb) w less a mWwhen shaven. WEBS 2-6=295272 BRACING - TOP CHORD Structure] wood sheathing dke* applied w S" oc purims BOT CHORD Rigid wiling directly applied or 1aa0 oc bracing. W-Tek feacen ends that Stabilizers and required cross bradng be Installed during buss erection, in acmrtlawe %ft Stabilizer Instanation guide, NOTES- 1) Wind: ASCE 7-10; Vu1r16Dmph (3-semntl gust) Vesd=124mph; TCDL-4.2pst BCDL=S.Dpsf, h=158; Cat It Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This tnas.has been designed for a 10.0 psf bottom chord We load nonconartent with arty other We loads. 3) Referto girder(s) for truss to truss oonnections 4) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 136Ib upri0 atjohd 3 and 101 It, uprdt atjoint 5. LOAD CASES) Standard 1 PE 76051 1 - ' ►vim � I *. �( ��` 5JAl ,j0'O�`� ,ORIOA'2���� ///�S81111111 11?G\\\\\ 1 Q Job nLss I Mae Type H M-14@A 1452-A r7A MONOTRUSS 3 1 Jab Reference o ' Sw Truce, FL Pie=. FL. 3,101 Sate =1:195 LOADING(psf) SPACING- 2-M CSL DEFL in (loc) t1da8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.55 VWt(LL) 0.10 3-0 >740 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.43 Vert(CT) -0.15 31 >505 180 BCLL 0.0 Rep Stress Inc YES INS 0.00 Horz(Cf) 0.05 2 nia nha BCDL 10.0 Code FBC2017/fP12014 Maba-R Might 21 lb FT=10-A WMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structiral wood sheathing d'vecty applied or 6-M oc puriins, except ROT CHORD 2x4 SP No-2 . end verticals WEBS 2xe SP No2 BOT CHORD Rigid calling dbecly applied or 10-0-0 0o bracing. ASTek recammends that SmbBvers and required cross bracing be installed during buss erection, in aomrda with Stablio:er Installation guide. REACTIONS. (ml9ia) 2-1541Mechanical, 4=23010-0-0 (mirL 0-141), 3=760Nedwantral Max H=4=128(LC 8) ' Max UpM2=136(LC 8), 4=58(LC 8) Max Grav2=154(LC 1), 4-230(LC 1). 3=115(LC 3) FORCES. (m) - Max. CompJMax. Ten. -All tomes 250 (m) orless except whe shaven NOTES- 1) Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124niA TCDL=4 2pst; BCDL=5.Opst h=151k CaL Il; ExpC; End., GCpF-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord Trve load nmrmnnmerdwilh any other five loads 3) Refer to girder(s) for truss to truss connections 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 136 lb uplift atjoim 2 and 58 to uplift atjoint 4. LOAD CASE(S) Standard Job I nss truw lype Ryan HNna-1e52Atl 1452-A is IUW JACK 10 1 ' Job Refelrna o ' ram: asw rm¢ e.zw a Nw Jll m1/ MI la IMusmYa, IrK Fn Ltl fi t100:1fi201e Pape 1 I¢F�POUhuCWAotsw807JfFdti5rH-OgBGSVGsA79YJ.- 7'7 Dj1J1W V TAALI.PZy Sde- 1:175 1-00 8-0-0 I 1.II.r1 i 5.n.f1 I Plate Offsets (%JY1- r2:0-0-12,0-1-121J r5:0-1-8.1-2-01 15:0-0-1104-121 LOADING(psf) SPACING- 2-0.0 CSI. DEFL in 000) met L/d PLATES GRIP 20.0 Plane Grip DOL 125 TC 026 Vert(LL) -0.02 45 >BB8 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 020 Vert(CT) -0.04 4S >9W 160 BCLL 0.0 Rep Stress Inc YES via 0.06 Horz(CT) -0.02 3 Na Na BCDL 10.0 Code FBC2017/rP12014 Mahu-p Weight 19 m FT =10°% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (mlem) 3=109Mleehar id, 4--471Mecharilcal, 5--28310$-0 (min. 0.1-8) Max HomS=124(LC B) Max Upfii3=104(LC 8), 5=435(LC 8) Max Gm3=109(LC 1), 4=81(LC 3), 5=283(LC 1) FORCES- (lb) - Max, CompJMax. Ten. - A8 forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 w pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. 16tTek recommends nhet StabRa altd required cioss bracing be installed during truss erection, in accordance with Stabilizer Installation gLfKkL NOTES- 1) Wnd: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Opst tF15ft Cat It Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord five load nonconcurrentwth any other five bads 3) Referto girder(s) for trues to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstandng 104 m uplift atjoim 3 and 85 lb uplift at joint S. LOAD CASE(S) Standard ( / PE 6051 r � 0' SATlg ORID i �� \ ////�s9 10)N1Ai im Nis Imes I ypE RymiHmnea-1452Acl 145bA JSa 1W IM MONOI USS 2 1 Job Reference (optionaD SOLMM Tnxs, R Pun; FL, 34951 I 1 Scale -1:16A Plate Offsets _(X,Y)- f2:0-0-12.0.1-121, 15:0.7�,1-2-01. 15:0-0-0,0-1-72] LOADING(psf) SPACING- 2-0-0 CM. DEFL, in (lee) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 022 Vwt(LL) 0.02 4-5 >999 240 MT2D 2441190 TCDL 7.0 Lumber DOL 125 BC 0.17 Vert(CT) -O.D3 4S >999 180 BCLL 0.0 Rep Stress Inar YES WB 0.05 Horz(CT) -0.02 3 We nda BCDL 10.0 Code FBC2017/IPI2014 Matrix-P Weight 18 @ FT =10% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 20 SP No-2 WE&S 2x4 SP No.3 REACTIONS. ([b size) 3=1o0IMechanieal, 4=42JMerhar ical, 5-272/68-0 (min 0.1.8) Max Horz5=117(LC 8) Max Up083=97(LC 8), 5=81(LC 8) Max Gnw3FI00(LC 1), 4=75(LC 3). 5-272(LC 1) FORCES, (11b) - Max Cmn;w laxc Ten. -All fortes 250 (Ih) or less except when she lm. BRACING - TOP CHORD Structural wood sheathing d'veNy applied or 6-8-D oc puriins BOT CHORD Rigid cerTipg directly applied or 10-D-0 oe bracing. Mi fek recommends that Sta60izers and required toss bracing be intake! during buss erection, in accordance with Stabilizer Installation Pulde. NOTES- t) Wind: ASCE 7-10; VuM60mph (3-second gust) Vasd=124mph; TCDL=(2psh BCDL=S.OW. h=15ft CaL 11; Exp C; End., GCpF0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom Mond live load nonconanentwith any other Ova bads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanirai connection (by others) of truss to bearing plate capable of withstanding 07 lb uplift at joint 3 and 81 m upfft at joint 5, LOAD CASES) Standard iBC�iii�i ENgF.`��/i t ( PE Z6O51 n\ t � I' I�IMMMVMMM b 1 S l�'OF, i _ _t q /P0. �x OR3G'%' N� SS�GNA II I0G\\\\\ JOD InAM iruss lype Ryan Homes-1452A 1452-A J5 JUIY IM JACK 9 1 Job Refamna o 'o wuscm ,ryas, r� runr. r�., aawr rvw: alw a rvw4u LB1 r Pra2 u3tR B NBVaB 2a1! r4Rak BMuf5fe5, Inc Fri JN 611:aR162016 Papa 1 IO:FaPOUIwC WA016w507vTFdtl5tl(-0gBgSYGsA79YJmy7wgDj1 J3NOpWdUiAAUeL;pbc 1 15M-0 1-0a-0-0 ~ 4£0 Sale-1:1H.7 Plate Offsets(X,Y)- 12:0b12.0-1-121 15:0.1-8.1-2-01 M(la-0.0.1421 LOADING(psl) SPACING- 2-0-0 CSL DEFL in Qco) Udell Lod PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 020 Vett(LL) -0.01 45 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.15 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.05 Horz(CT) .0.01 3 nha rda BCDL 10.0 Code FBC2017/rP12014 Matra-P Weight 18 lb FT=10ah LUMBER - TOP CHORD W SP Not SOT CHORD 2x4 SP NO2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=961Merhanical, 4=4O1Merhardal, 5=267M-" (min. 0.1-8) Max Hom5=113(LC 8) Max UpHfM-.93(LC 8). 5=80(LC 8) Max Grav3=96(LC 1), 4=71(LC 3), 5=267(LC 1) FORCES. (lb)-Max.CompJLIMLTen.-AOfbr 250(m)orlmwm ptwhensho BRACING - TOP CHORD Sbuchnal wood sheathing directy applied or 6-0.0 0o purlins BOT CHORD Rigid ceTng dimly applied or 10-0-D oe bracing. M7ek recommends that StaWmers and required cross bracng be Installed during truss erection, in aocordance with Stabilizer Installation quide. NOTES- 1)1Mnd: ASCE 7-10; Vult-f Somph (3-second gust) Vasd=124mph; TCDL=42psF BCDL=5.Opsf, h=15$ Cal. Ih, Exp CI End., GCpi--0.18; MIWFRS (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 with any other We loads 3) Referto girders) for truss to truss connections 4) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 03 lb uplift atjoint 3 and 80 Ih uplift atjoUd 5. LOAD CASES) Standard Jop I ra5 I rosy iype Y RYan Hwes-I4 Acl 1452� JSA MONO TRUSS 1 1 Job Reference o ' nur.oswa nwau [a1 tiee a.[uus nov atr Lal( WIeKrMIC.91Gi�a1G Fn Jr4 a11x1a1a Ana Pad91 ID:EaPUUiwCWA016wS07vTFdz?SdC-�IBgSYGsA79YJrny7wgDj1 JiNOJWdHiAALieL;_pbc Scale-1:15.6 LOADING(pst) SPACING- 2-0-0 CSL DEFL in (bc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 024 Vert(LL) 0.02 3.4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.18 I Vert(CT) I -0.03 3L >999 180 BCLL 0.0 Rep Stress Inar YES 1918 0.00 Hom(CT) -0.02 2 Na Na SCDL 10.0 Code FBC20171fP12014 Matra-R Weight 15 lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 - TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x6 SP No2 BOT CHORD REACTIONS. Wake) 2=1041Medlani aL 4-15870-8-0 (min. D-1-8),3--51Mlecharical Max Horz4=87(LC 8) Max Upfn-- 94(LC 8), 4=36(LC 8) Max Gw2-104(LC 1), 4=156(LC 1), 3=78(LC 3) FORCES. 0) - Max CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown. Structural wood sheathing dim* applied or 4S0 co pur0ns, except end verticals. Rigid calling direc0y applied or 10-0-0 oe bracing. IYLTek recommends that Stab0¢ers and required cross bracing be installed during inns erection, in acmrdanrs with StabT¢er Installation Guide NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=42Psf; BCDL=S.Opsf, h=1Sit CaL It Pxp G End., GCpi--D.1 H; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Psi bottom chard five bad nonconcrmem with any other five loads. 3) Refer to girder(s) for Inrss to thus cormectons. 4) Provide mechanics] connection (by others) of truss b bearing plate capable of withstanding 94 lb uplift at joint 2 and 36 to uplift atgird 4. LOAD CASE(S) Standard ( � PE 76051 1 1 I l OR)D S�orvAtlNG ��\\ Ll Job Iruss trus, jype R)m Homes-1452Ad 1452-A Jc IVW IFIY JACK 11 i Job Reference(optionall ,5 c irues, rcra ,r>_, aamr win; JW 611=82018 Pae1 ID:EaWUwV213w4m;YGrswlLoNRAWC9TAAUdz-ptx 1� 0 4-04 2-0.0 Seale-1:125 1.60 4-0-0 Plate Offsets MYl- 12:0.0.12,0.1-121. I5:0.1-0,1-2-01. I5:0-0-0,0.1-121 LOADING(pst) SPACING- 24)-0 CSL DEFL. m (toe) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 126 TC 0.09 Ved(LL) -0.0D 45 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.07 Vert(CT) -0.00 45 >999 180 BCLL 0.0 Rep Stress Ina YES NB 0.03 Horz(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017/TP=14 MaIrw-P Weight 13 m FT=10-A LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WFM 2M SP No.3 REACTIONS. 0bis'¢e) 3=54/Mechanlcel, 4=17/Medi mucal, 5--22OM4i-0 (min. 0-1-3) Max HorzS=83(LC 8) Max UPIIM>59(LC 8), 5=66(LC 8) Max G-3=54(LC 1), 4=40(LC 3). 5--nO(LC 1) FORCES. (lb) -Max. CompJMwL Ten. -AB forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 443-0 0o pudna BOT CHORD Rigid ceiing directly applied or 10-0-0 co bracing. MITek recommends thatStabO¢ers and required cross bracing be Installed during toss erection, in accordance with Stabifner Installation uide. NOTES- 1) Vdind: ASCE 7-10; Vu"- 80mph (3-semnd gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opst h=15t Cat it Exp C; End., GCpr-0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 pal bottom chord live load noncenciment with arty other fore loads 3) Refer to girder(s) for toss to truss connections. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 69lb uplift at joint 3 and 66 lb uplift atjdm 5. LOAD CASE(S) Standard ENS PE / 6051 l I M fl*_ O ; STA /�� `�A-tORIDA' \ //-11i;1 S1ONALi job inAZ I nas Type Ryan ,s-1452Ao 1452-A J3 IL" IMY JACK a 1 Job Referenca o 'coal SovUem huts, Ft Piffw,FL. a4951 Scale -1:115 LOADING(psf) I SPACING- 2-0-0 CSL DEFL in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.08 Vert(LL) 0.0g 5 -999 240 M120 2441190 TCDL 7.0 LumberDOL 125 BC 0.06 I Vert(CT) 0.00 5 >999 IN I BCLL 0.0 Rep Stress InYES c VM 0.03 Horz(CT) .0.00 3 nla Na BCDL 10.0 IIIII Code FBC2017/fP12014 Matrix-P Weight 129t FT=10% LUMBER - TOP CHORD 2x4 SP NO-2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. Obfshte) 3=38mechanhcal, 4=8/1VIetltaniral, 5=20afo-m (min. 0-1-0) Max Ho25=72(LC 8) Max UpUMl, -98(LC 8), 5=62(LC 8) Max Grav3=36(LC 1), 4=28(LC 3). 5--208(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -AII forces 250 Qb) or less exoeptwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" cc pudins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wait recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance mM Stabif¢a Installation nuide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL4.2pst BCDL=S.Opst h=I51k Cat It Exp C; End, GC01=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord five bad nommnwnent with any other five 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 48 lb uplift at joint 3 and 62 m uplift at joint 5. LOAD CASE(S) Standard �l( PE�051n t ,77 -jig \\ j�'36NALIENG\\\\I Ne5 fuss n- es -I/ A 14W-A J3A M0N01RD33 1 1 Job Reference a 'on SwMbn Trocs, FL Pief FL, U951 w 2-60 Srale n 1:11.6 LOADING(psQ SPACING- 2-0-0 CSL DEFL. in Qac) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.06 Vert(LL) -0.00 34 >999 240 MT2D 2441190 TCDL 7.0 Lumber DOL I 125 BC 0.05 Vert(CT) -0.00 34 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC20171TP 2014 Matra-R Weight 9lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP Not TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x6 SP No2 BOT CHORD REACTIONS. Qblsize) 2=55/Medlanirai, 4=82M-M (min. 0-1-8), 3--2RlMeclumlcai Max Ha24=45(LC 8) Max UpUra-- 52(LC 8), 4=14(LC 8). 3=3(LC 8) Max Grav2=55(1-C 1), 4=82(LC 1), 3=41(LC 3) FORCES. Qb) - Max CompJMax Ten.- All forces 250 (lb) or less except when shown. Structural wood sheathing dim* applied w2-0-0 oc purtins, except end verticals. Rigid miring directly applied or 10-0-0 oc bracing. MTex repommends that StabOaers and required cross bracing be installed during truss erection, in axordance with Stabilt er Insbaeation guide. NOTES- 1) Wind: ASCE 7-10; VuR-9SOmph (bsecond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15K Cat It Fxp 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 psi bottom chard Five load nonconcu ent with any other five loads 3) Refer to girder(s) for truss to buss co mertious 4) Pro vivideem)ec anical cannerBon (ry others) of truss to bearing plate Capable of withstanding 52 to uplift at joint 2.14 touplft at joint 4 and 3 LOAD CASE(S) Standard im fUSS Iruss lype ByahHune-I1 AG 1452� .¢ JACK 12 1 Job Reference o Soutmm�mu, r-tR .R., M851 wm: a.zw a Nw a zo r mr¢ aaw c Nw: zuh/ w," Inw591PS, m rn= u i is i/Lmo rape IDSaPOUk%CWAO16vrSD7VTFdY15d4XdBpdDCe6s?IzA1bODDRg VAL-SynAgKxWeSra-JAy 14-0 24]-0 Srele a ldu LOAOING(psf) I SPACING- ZOO CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.07 VeR(LL) 0.00 5 >999 240 Nrf20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.06 I Vert(CT) 0.00 5 �999 16O I BCLL 0.0 1 Rep Stress Inc YES WB 0.02 Hoa(CT) -0.00 3 We Na BCDL 10.0 Code FBC2017lTP12014 Mahn-P Weight 71b Fi=10% LUMBER- BRACING - TOP CHORD Zr4 SP No2 TOP CHORD StrucJurai wood sheathing directly applied or2-0-0 oc pur0ns BOT CHORD 2x4 SP Na2 BOT CHORD Rigid calling duecby applied or 10-M oc bracing. WEBS 2x4 SP N0.3 ' UTek recommends that §E—b� and required toss bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. REACMONS. (OVsIze) 3=341Medhaniral, 4=431Medher ifal, 5-22316-B D (min. 0-1-0) Max Hoa5=43(LC B) Max UpOK3=34(LC 1), 4=-43(LC 1), 5=66(LC 8) Max GMV4=5(LC 8), 5=223(LC 1) FORCES. (m) - Max CompJMax. Ten. -Ag forces 250 (Ib) orless except when sham NOTES 1) Wmd: ASCE 7-10; Vu1H8Omph (3-second gust) Vesd=124mph; TCDL=42pst BCDL=5.Opsf. h--15fK CaL It. Exp C; End., GCpt4.18; MWFRS (eaelops); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord Me load nonconcurrerd with any other five loads. 3) Referto girder(s) for truss to truss connections. 4) Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 34 Ib upfift at joint 3.43 lb upfi0 atjohd 4 and 66 Ib up00 atjomt S. LOAD CASE(S) Standard s ; PE 7�6051 n - �Rm "'* ORIDP.� �� Job 1rusS 1russ lype Ryan es -Id tl 144-A AJam( 3 1 'onal Job Referenrx: SaWhern fuss. FL ReroO. FL. 34951 Scale -1:7A LOADING 04 SPACING- 2-" CSI. I DEFL in Poe) Ildell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.06 Vert(LL) 0.00 1 Nr 120 MT20 244f190 TCDL 7.0 Lumber DOL 125 BC 0.02 Vert(CT) -0.00 1 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 HoM(CT) 0.00 nla nla BCDL 10.0 Code FBC2017ffP12014 Mabiz-P Weight 5 to FT=10% LUNBER- BRACING - TOP CHORD 2x4 SP Nc2 TOP CHORD Sb9d Ural wood sheathing directly applied or 1.6-0 m pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid calling directly applied or 6-0-0 bebracing. MTek recommends Mat StebB¢ers and required cross bradng be installed during truss ereldion, in armrdanca with StaNNrsa Installation nuide. REACTIONS. (09size) 2=951Medn2n1Cal, 3=1410-U (mGL 0.1-8) Max H=2=124(LC 1), 3=-124(LC 1) Max Upfrft2-54(LC 8) ` Lim Grav2=95(LC 1), 3=29(LC 3) FORCES. (lb) - Max. Comp./Mar. Ten. -All forces 250 (lb) or Ins exceptwhen shown. NOTES- 1) Wmd: ASCE 7-10; VuIt-160mph (3second gust) Vasd=124mph; TCDL=42W,, BCDL=5.Opst; h=15$ CaL II; Exp C; End., GCpr0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord We load nommnmrrerd with any other live loads. 3) Referto gkder(s) for truss to truss connections 4) Provide mechanical connection (by others) of buss to bearing plate capable of wdhstandng 54 lb upfdt aljoint 2. 5) Non Standard bearing mrndition. Review required. LOAD CASE(S) Standard MI 1B(�//// t�\CENg��'`%1 PE6051 /1 s Ttvr i�/Oc� ORID_ N /////�q�lO1NA I I1�G \\\ A job Imes lype Ryan H=n- 1452 A tl 1452-A V8 VALI" 1 7 Job Reference (cationall „u=, FL Fn .ram, =i w :s.zuus Rw Mz /r ssw s NWW=1MT" WOnOt �3M6 611=202018 Pa2e1 ID:FaPOU1wCVVA016WS07vTFdz75d( y GgAmdUgpm2_ptv 4." I 840 I 2x4 0 Ix4 E 40 = 2:4 c S®te =1:142 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (Ioc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 028 Ved(LL) Na - Na 999 MT20 2441181) TCDL 7.0 Lumber DOL 125 BC 0.18 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Inc YES WB 0.03 Hom(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017frP12014 Matrbr-P Weight 24 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structure) wood sheathing directly applied or 6-G-0 oc purtins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling dreamy applied or 10-0-0 co bracing. OTHERS 2x4 SP No.3 Mi fek remmrrrends that Stab1105ars and required Goss bracing be ' installed during truss erection, in accordance vAb Stabiliaer Installation aide. REACTIONS.H) 1= 1& 1180-0 (min. 0-1-8),-8), 3--1181&0-0 (min. 0.1�), 4-248!&40 (min. 0.1 8) Max Horz 1=75(LC B) Marc Max UpfiM=58(LC 8), 3=412(LC 9), 4=52(LC 8) FORCES. (lb) - Max CompJMax Ten. - Ali forces 250 (@) or less except when shown. NOTES- 1) Unbalanced roof titre loads have been considered for this design. 2) Wind: ASCE 7-10; Vutr--i60mph (3-second gust) Vasd=124mph; TCDL=4.2W, BCDL=5.0pst, t=15tt; cat B; Exp c; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconaarentwith any other Eve loads 5) PProvideatmechaniW connection (by others) of truss to bearing plate capable of withstanding 58 tb uplift atjoirn 1, 62 fo uplid atjoad 3 and 52 LOAD CASES) Standard Mt IBL ENSF����-�i �i PE 651n� ORID %� \� Job In, I nay lype Hyai Home-14 A 1452-A V4 jQtY JFV VALLEY 1 t Job Reference aoumun i Nss, rt rw¢, ram, �emr Tm: 9.2W a Nw3021i] Pnli[ 92W a Npv 30 iD17 buTe%InMeties, n,e Fd Jul 611.=D i0M Pape 1 ID:WDUhvCVVA016WS0THFdz?SCK yCsyFn2VJOnOtodmA3Yya186I3Blie_XmndugpiDz_ptv 2-00 4-M 2-0-0 I 24)-0 i sAa t2 ad 314 = 2x4 1 4" I 4.0-0 Scale -1:7.3 Plate Offsets (X,Y)— 12:0-2-0.Edoel LOADING(p5Q SPACING- 241-0 CSL DEFL in Qoc) ffde6 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.04 Vert(U) nfa - nla 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) We - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 nla We BCDL 10.0 Code FSC2017J TP12014 Mattx-P Weight 10 lb FT=10% LUMBER - TOP CHORD 2(4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Iblsize) 1=94941-0 (coca. 0-1 8), 3=94/4•a0 (min_ 0-1-0) Max Ham 1=10(LC 9) Max UprM=-33(L.0 8), 3=33(LC 9) FORCES. pb) - Max. ConrpA&a Ten. -AU forces 250 Qb) aless exceptwhen shown. BRACING - TOP CHORD Structural wood sheatitmg directly applied or 4-0-0 oe purrrns BOT CHORD Rigid calling directly applied or 1041-0 co bracing. Walk recommends Ihat Stabiitrers and required cross bredng be installed during buss erection, in accordance wdh StahlT¢er installation gulde. 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=5.0psi; h=15% Cat II; Exp C; Encl., GCpt=O.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom dmrd hearing. 4) This buss has been designed for a 10.0 psf bottom chord rive load none oncurrent with any other We loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vAOrstandng 33 lb uplift at joint 1 and 33 lb uplift at joint 3. LOAD CASE(S) Standard 1 PE 76051 �1 I I S- -D 1 s 'o q��ONALT��G\\�\\\ JW n65 N93 ype Ryan Homes-1452Ad 1452-A MVa VALLEY 2 1 Job Referents 'o owmnn .. FL rr,vr, ram, sneer Rm[c.200c Nw302m]P4m:82W cNw as 201]NTekIMusOie; tic FIJ 611.1192016 Pa9oi ID:EOPDUhvCVVA016WS07vTFdY15cK-UOla2RZudTFOATBzWdlvnr&mWngIF4XtlPg5FA1¢_ptw 6.00 i 6-0-D 2x4 % 1Ax4 II Sde=1.14.8 LOADING(psry SPACING- 2-0-0 CSI. DEFL in (roc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.73 Vert(LL) Na - rlla 999 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.56 VeNCT) n1a - Na 999 BCLL 0.0 Rep Stress lots YES VM 0,00 Horz(CT) 0.00 Na Na BCDL 10.0 _ _ Code FSC20171TPI2014 Mabbc-P Weight 20 to FT=10% 1 URUM x- BRACING TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (thlsize) 1=19or6-0-0 (mho. a1-0). 3=1901s-ag (min. 0-1-8) Max Horz1=105(LC 8) Max UprdH=57(LC 8), 3=101(LC 8) FORCES. (lb) - Ma CompJMax. Ten. -All rorees 250 (lb) orlm exceptwhen shown. Structural wood sheathing directly applied or 6-0-0 oc purTms, except end verticals. Rigid calling directly applied or 10-0-D oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTFS- 1) Wind: ASCE 7-10; Vult=160mph (3-seoond gust) Vasd=124mph; TCDL=42ppt BCDL=5.0psF h=15ft Cat II; Exp C; Encl.. GCpi-0.18; WJFRS (envelope); Lumber DOL=1.8D plate grip DOL=1.60 2) Gable requires continuous bottom chord beams. 3) This Incas has been designed for a 10.0 psf bottom chord rive load noncencurrent with any other rive loads 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 101 lb uplift atjd M 3. LOAD CASE(S) Standard ENSF-.'``r���i PE 76051 l s Teo- %�=1 -!3'P�`��w\ ORM Job nn:s loss lype Ply Ryan Romeo-1452Ad 1462-A W4 JW VALLEY 2 1 Job Reference OoualCm Trues, K PIINre, FL, a4951 Run:82Ms Nov a02017 Pm¢ B200 a Nov 302017 AITek Indusbf Ina Fd Jai 611:6P.192MB Pagel m:EaPOUhvCVVAO7QvSO7vTFdz75d4U01a2R7JtdTFOA UOnm5F4XdPg5FAl=_pbkv r y� 20 a LOADING(psf) SPACING- 241-0 CSL TCLL 20.0 Plate Grip DOL 125 TC 025 TCDL 7.0 Lumber DOL 125 BC 0.19 BCLL 0.0 Rep Stress Ina YES VwB 0.00 BCDL 10.0 Code FBC2017trP12014 Manix-P 15x4 Il DEFL in Qoc) Odell IJd Vert(LL) Na - We 999 Vert(CT) We - n1a 999 Florz(CT) 0.00 Na n1a LUMBER. BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 POT CHORD REACTIONS. ( IMM) 1--"a14-o-9 (min. 0-1-8), 3--I16144-0 (min. 0-1-8) Max H=1=64(LC 8) Max UprdH=.35(LC 8), 3�62(LC 8) FORCES. (m) - Max. CompJNIwL Ten. - All fmces 250 (la) or less except when shown. Sale -1:109 PLATES GRIP MT20 244tI90 Weight 13 m FT=10% Struchmal wood sheathing directly applied a44.0 oc pudms, except and verticals. Rigid cei[mg directly applied or 10-40 ire bracing. MTek recommends that Stabilizers and required cross bracing be Installed during buss erection, in accordance with StabilizerInstallation auiide. NOTFS- 1) Wind: ASCE 7-10; Vint=160mph (3-semnd gust) Vasd=124mpb; TCDL=4.2psh BCDL=S.W,, h=15% Cat It; F)q C End., GCp".18; MWFRS (envelope); Lumber DOL7.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with arry other two loads 4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 35 to uplift at)oad 1 and 62lb uplift atjoird 3. LOAD CASE(S) Standard / PE 76051 �1 job IrUSS inm iype Ryan Homes-1452Ad 1452-A NV2 VALLEY 2 7 Job Referanre a011PMm Tn-- KHalm, FL. 81 i 2x4 6 IYOL ui'. 6 IV W i'a' Y(R2 dz'? b -'u64 LYII Mll¢R 1 111L ell JN O 1l: x V [V l0 9-'; 1 ID:EaPOUIw(,'VVA015W507vTFdYtSdC-UOIe2RZittITFOA Mno7F4XdPg5FAra�tw Sde=1d3.8 LOADING(psf) SPACING- 24)-0 CSL DEFL in Ox) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.04 Vod(i) Na - we 999 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.03 Ved(CT) Na - Na 999 BCLL 0.0 Rep Stress Inc YES WB 0.00 Horz(CT) -0.00 2 nia n1a BCDL 10.0 Code FBC2017/rPI2014 Matrix-P Weight 5 m FT=10-A LUMBER - TOP CHORD 2x4 SP Na.9 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/s'Ize) 1=4712-9-9 (min. 04A, 2-34rza9 (n-dm 0-1-e). 3=13r24).0 (m'(L 0-1.8) Max Horzt--28(LC 8) Max Uprdl=14(LC 8), r- 31(LC 8) Max Gmvl=47(LC 1), 2--U(LC 1), 3=25(LC 3) FORCES. (lb) - Max. CompJlVIz . Teo. -AO fonts 250 (lb) or less except when shown. Structural wood sheathing dim* applied or2.0-0 oc pudins. Rigid calling tiredly applied or 10-0-0 oc bracing. 1ATek recommends that Stabilizers and required crass bracing be Installed during buss erection, in accordance with Stabff¢er Installation guide. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Vasd=124mph; TCDL=42psf, BCDL=S.opsF h=15R CaL It Exp C; Feld., 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 five load nonconcur end with any other five loads 4) Bearing stjuid(s) 2 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should Verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wlthstandmg 14lb uplift at joint 1 and 31 lb uplift at joint 2. LOAD CASE(S) Standard i PE 6051 c OR(D e //!/;/\-%NA11�?G\\\\\\ � 3 " Job russ I nw I ypa MY RYaa Honm-1 Ad 1462-A CJ1 JACK JW t t Job Reference aouurem Nuu,r�rw¢, ram, wa=i Rhm:620Da Nw3p 201]Pri262W aNw30 a11] W1ticlnauatnea, x,c Fri JW 611:0a:162U16 Papal ID:EaPOUhuCWA016WS07VTFdz?SCK-3RdROPWOLYtRJOSOgMalyvcag�QNBjasbZSz_ptr 1-&14 64-7 ID-s-12 l 1-&14 4-69 l 4.15 l 144 11-&141 64-7 1D5-12 10.5.12 144 OStI dLa il5 1 Plate Offsets (X.Y)— I2:0.0-9,0.1-12], f2:0.1-7,1-7-141, f8:0.0-0.0.1-121 - - LOADING (pst) SPACING- 2-0-0 CSL DEFL in Qoe) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 126 TC 0.45 Ver(LL) -0.04 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 SC 0.43 Vert(CT) -0.08 64 >999 180 BCLL 0.0 Rep Stress Inc NO WB 0,18 Horz(CT) -0.03 4 n1a n1a BCDL 10.0 Code FBC2017frPl2D14 MallizS Weight 41 lb FT =10% LUMBER - TOP CHORD 20 SP No2 BOT CHORD 2x4 SP NO2 Vim 2x4 SP No.3 BRACING- TOPCHORD BOTCHORD REACTIONS. (MISIze) 4--"IiMedmical, 5=234IMechmical, B=48vD-115 (muL D-1.a) Max Horz8=153(LC 4) Max UpTnt4=94(LC 4), 5=104(LC 4), 8=186(LC 4) FORCES. (lb) - Max. CompJLtm Ten. -AO f=m 250 ([b) or less exceptwhm shwa. TOP CHORD 1.2--4811115, 2-9=4431159, 3-9=394H69 BOT CHORD 14=1061353, &11=249Ba3, 7-11=249f363, 7-12-249883, 6.12=249/363 WEBS 2-0=-31131190, 3-6=-631f281 Structural wood sheathing dm* applied or 6-0-0 oc pur5ns Rigid calling directly applied or 10-M 0o bracing. Wek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installa0on guide. NOTES• 1) VJmd: ASCE 7-10; Vu11=16omph (3-second gusQ Vasd=124mph; TCDL=42pst BCDL=5.Ops . h=l5% CaL II; Exp C; Entl., GCp1=0.1 e; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.80 2) This buss has been designed for a 10.0 psf bottom chord live load nonconduffentwith any other We loads 3) Referto girder(s) for truss to truss connections. 4) Pmvide mechanical connection (ry others) of truss to bearing plate capable of withstanding 94lb uplift atjdnt 4, 104lb uplift atjohd 5 and 186 lb uplift atjdnt 8. S) Hanger(s) or other mnnetdion devlce(s) shafl be provided sul8dwd tD support mncentlated load(s) 231b down and 38 Ib up at 5.0-7, 231b deem and 38lb up et 5.0-7, an&5l Ib dovm and 931b up at 7-10-5. and 51 Ib down end 93Ibup at 7-10-0 on top chord, and 4lbup at 5-D-7, 4 Ib up at 5-0-7, and 21 Ib down at 7-10-6, and 21 lb down at 7-10-6 on bottom chord The designiselection of such connection device(s) is the responsibility of others 6) In the LOAD CASE(S) section, loads applied to the fade 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=125 Uniform Loads Vf) Vert 14=-64,15=20 Concentrated Loads (b) Vert 1039(17=19, B=19)11=7(F=4, B=4)12-24(F=12, B=12) EIVS 1 PE 7766051 n S GRID \` SS1ONI�I1m?G\\\\21 Jon Truss 1russ1we yan m-1452Ad 14 -A CJ7A MONO TRUSS 1 1 'co .bb Reference o SouNam ruse , t Pierre. FL, 34f151 D a paU vCWA o17 FYSO7V M c 3p 3RdRO ek 6Musmes, Inc Fd JN Ragj2:163a19 Pape 1 ID:FaPeUhxCWAO18ud07JfFtlz75dF3RtlROP WOLYtR.)0.SOgkCBlyyitag129LB,ttA>c=,,,� 4-11.8 9h13 l 4-11-8 I 4-11 Scale -1:1" Ol LOADING(pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACP!G- 2-0-0 Plata Grip DOL 1.25 Lumber DOL 125 Rep Stress Inc NO Code FBC2017/iP12014 CSL TC 027 BC 0.38 WB 022 MatrbcS DEFL in Vert(LL) 0.03 Vert(CT) -0.05 Horz(CT) 0.01 Qoc) Iidetl Lid 6>7 >999 240 6-7 >999 180 5 We n/a PLATES GRIP MM 244,190 Weight 40 lb FT =10% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ce pur6ns. BOT CHORD 2x4 SP No.? BOT CHORD Rigid ceiling directly applied or 10-0-0 ce bracing. WEBS 2x4 SP NM3 Iu47ek recommends t11et Stabifm s and required cross bracing be SLIDER Left 2x4 SP No.3 2-6.10 installed during truss erection, in accordance with StabS¢er Installation oulde. REACTIONS. ([/size) 1=358/0-3-8 (min. 0.1.8), 4--1051Mec arfi aL 5=28S MedlaNral Marc Hom1=153(LC 17) Max Upfi1H=144(LC 4). 4=91(LC 4), 5=139(LC 4) FORCES. (lb)-Max.CompJMalc.Ten-AUft- 5250(Ib)orlessexceptwhenshown. TOP CHORD 1.2--605f233, 24�--553f239, 3-8=531/245 BOT CHORD 1-10=324/531, 7-10=-324/531, 7-11=.324/531, 6.11=-324/W1 WEBS 3.7=D261, 3.6=598f365 NOTES- 1) Wind: ASCE7-10; Vu1t=760mph (&second gust) Vasd--124mph;TCDL=42pst BCDL=5.0pst h=151k Cat It Exp Cl 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 five load nommnarm ud with any other live loads 3) Referto girder(s) for Was to truss connections. 4) Provide mechanical camnection (by others) of truss to bearing plate capable of withstanding 144 to uplift atjoint 1, 91 lb uplift at joint 4 and 139 lb uplift atjont S. 5) Hanger(s) or other connection device(s) shall be provided suffideud to support concentrated load(s) 23 lb down and 38 to up at 3-7-8. 31 to down and 47 to up at 3-7-B, and 51 lb down and 93 lb up at 6-5.7, and 5B lb dawn and 97 lb up at 6-5-7 on top chord, and 4lb up at 3-7-B , 6 to down and 13 lb up at 34.8, and 21 to down at 6-5-7, and 24 m dawn and 21 lb up at 6-5-7 on bottom chord. The designMeledion of such connection device(s) Is the responsibility of others 6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof the (balances: Lumber maease=125. Plate Inonase=125 Uniform Loads (pit) Vart 14=54,1-5=20 Concentrated Loads (lb) Vert 9=-47(F=19, B=28)10=2(F=4. B=5)11=-35(P-- IZ B=23) PE Z5051 n o s Tt . �o %`vim zSS�ONA 24 4, it Job truss iniss type Y camasjRYW-146tA 145t-A I GI6 JACK 4 1 Job Refaenm Sou"mTru®, R Pl . FL, M851 i III 1�-1 1-n-14 588 B-4d 8¢5 1 4 4 FOb11 1 3-M 1 P9-14 1 Smle=1:16.7 Plate Onsets MY)— [2:0-M.8.1-121, f7:0-1-10.1.as1, r?.'s- 6.0-1-121 LOADING(psfl SPACING- 2-0-0 CSL DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.38 Vert(U) -0.07 6-7 >999 240 MT20 2441190 TCDL 7.D Lumber DOL 125 BC 0.35 Vert(CT) -0.09 6-7 >834 180 BCLL 0.0 Rep Stress Inv NO WB 0.06 Horz(CT) -0.02 4 We Na BCDL 10.0 Code FBC2017rrP12014 Mabbo-P Weight 30 lb FT =10% LUMBER - TOP CHORD 2x4 SP NO2 GOT CHORD 24 SP No-2 WEBS 2x4 SP No.3 REACTIONS. (01rsr:e) 4=831Medranical, 5=1081Medianiral, 7=254f0.11-5 (min. 0.1-8) Max Horz7=123(LC 4) Max Uprd4=59(LC 4). 5=57(LC 4), 7=166(LC 2D) Max Grav4=95(LC 17), 5=108(LC 1), 7--254(LC 1) FORCES. (m) - Va CompJMalc Ten. -All forces 250 (Ib) or less exceptwhen shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-04) oc pudms. BOT CHORD Rigid ceiling directly applied or 10" no bracing. NETek recommends that Stabili ers and required cross bra g be Installed during truss erection, in accordance with StabiiUer Installation lde- NOTES- 1) Wnd: ASCE 7-10; Vu8=160mph (3-second gusq Vasd=124mph; TCDL=42psf BCDL=5.DW. h=1516 CaL ll; Fxp C; End., GCpp0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord Eve load norrconcurerdwith any other five loads 3) Referto girder(s) for truss to buss connections 4) Provide mechanical connection (by others) of truss to bearing plate capable of wdhstanding 59lb uprdt atjdm 4,67 lb uplift at joint 5 and 166 ID upIM at)omt 7. 5) Hanger(s) or other connection device(s) shall be provided sldbcierd to support concentrated load(s) 30 lb down and 110 2 up at 2.11-0, 30 Ib douin and 110 m up at 2-11-0, and 281b doom and 52 @ up at 54-15, and 26Ib down and 52Ibup at 54e•15 on top dmrd, and 71 ibup at 2-11.0. 71 Ib up at 2-11-0, and S lb dawn and 2lb up at 5-8-15, and 51b dawn and 2Ib up at 5-0-15 on Ixottom ch col. The designtselection of such connection device(s) Is the responsliTdy of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bads (13 . LOAD CASE(S) Standard 1) Dead + Rod Live (balanced): Lumber Increase--1.25, Plata Increase=125 Uniform Luads (plf) Vert 14=-54,1-5=20 Concentrated Loads (m) Vert 8=72(F=36, B=38)10=94(F=47. 8=47)11=3(F=2, B=2) ENSF�����i PE 6051 /////�SS/OI NA IDm?G�\\\\ 4 e1 X. ion INUMB NSS ype HYar Hmres-1452Ad 1452-A C34 JACK 2 1 Job RdesenNx SmxMnThum, R Pierta, FL, 34951 t44 5b6 4-23 Scale -1129 Plate Onsets MY1- 120.0-6 0-1-12L [5:0-1-101.1-61 IS'0.0.0 0.1.121 ' LOADING(psf) SPACING- 2-0-0 CSL DEFI- in Qoo) ]/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.37 Vert(LL) 0.02 45 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.32 Vert(CT) 0.03 45 >999 180 BCLL 0.0 Rep Stress Inc NO NB 0.06 Hwz(CT) -0.02 3 n/a Na BCDL 10.0 Code FBC2017RPI2014 MaInx-P Weight 17 to FT=10% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No2 WEBS 20 SP No.3 REACTION& (ib/sae) 3=53/Medmical, 4:c- Medwrriral, 5--18710-115 (min. 0-1-8) Max Ho25=81(LC 4) Max Upffa-.82(LC 20), 4=22(LC 17), 5=150(LC 20) Max Gmv3=53(LC 1).4=29(LC 3), 5=187(LC 1) FORCES. (lb) - Max. CompJA m Ten. -All forces 250 (lb) or less except when sham BRACB4G- TOP CHORD Struchual wood sheathing directly applied or S" oc pudms. BOT CHORD Rigid offing directly applied or 10-0-0 oc bracing. Nk'Tek recommends that Stabilizers and required toss bracing be installed during tors erection, in accordance with Stab7aer Installation ouide. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Opst; h=151L Cat 11; Exp C; End, GCpi=O.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL--1.60 2) This thus has been designed for a 10.0 psf bottom chord five load nonconeurrentwith any other rive loads. 3) Refer to girder(s) for truss to thus connections 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821b upfdt at joint 3, 22lb uplift at joint 4 and 15D Ib uphill at joint S. 5) Hanger(s) crother connection device(s) shall be pandded sulficiemto support concentrated load(s) 30 lb dawn and 1101b up at 2-11-0, and 301b down and 110 @ up at 2-11.0 an top chord, and 71 l6 ap et 2-11.0, and 71 Ib up at 2-11-0 on bottom chord The design/selection of such connection device(s) Is the responsileft of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber crease=125, Plate Incmwae=125 Uniform Loads (pit) Vert 1-3=-54,1.4=20 Concentrated leads (lb) Vert 6=72(F=36, B=36) 7=94(F47, B=47) Ns �(; PE 7 051r%i o s Tt-oF ; gr = ` 4Z�FORID_:��N� Ali; '9/0NAI`01 �\x ed