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Home My WebLink AboutTrussAPPROVED TRUSS ANCHOR BY BUILDER 64' 0" ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING SQUARE CUT OVERHANG 5' 8 7/8" 12' 1 1/8" 6' 10 1 /2" 3' 7 1 /2" r 17' 2 112" 10' 3 1/8" 5' 8 718" 91— 4" l� o a 0aD n is v a a a a a d co w a a a m d Q a LO a a ¢ Q a a Q a a _ 1Q'-8" L sI� - T—F—F 11'-4" e n 12 -Q e a 8" BRG. J5E ® N J6E J5 DS J 0 N 14'-0" 2'—0" . D7 J5 0 9-4 11 —4 N CLG. CLG r 9, 4" 10' 4" - o CLG: CLG. N . . . . . . D 6 D5 14 6 WOOD KNEE WALL TOP AT 14'6" BOT AT 11'4 TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL 0 c D4 D3 J VINDICATES LEFT END J5 o OF TRUSS D2 J. . . . . . N D2 J5 J 9'-4" 1,_4,, CLG. CLG. . . . . N A RG. L. T P A A A A A D1 J7 ®� J T 9, 1LO 1'-4' v 0 CLG BRG COL. TOP J7 J5 -4„ i i AT " I I J7 J J7 HANGERS TO E USED J „ 9'-4S J7 im son o C US � HUS26 © HGUS26-2 Q HGUS28-2 � HUS26 © THDH26-2 O THDH28-2 J J /-4-CLG. CLG J7 J7 � HHUS46 Q THD46 J J 2, 0„ , 2, 0„ 2r Q 2' 2 der 2, 0" 2r 0" 2' Oar '0' -2'0" 2' 0„ 7' 0„ 5' O" 2' 0" 2, 0" 2'0' x 2' 0„ 2'0" 2' on On 2'0" X0z" .2, 0" . 2-0- 2r.0" 9'74 11`-4' L\V CL CLCS 2 —4 CLG Mv4 J7 J7 © LUS24 ©US24 _ J J J B2 B LDER B WO D KN E WALL BO 11'4" TOP 4'6" MV6 A A A' A A . E1 6" U 0 9'_4 H1 a N CLG. N CLG. E2 H2 co 00, 0 A A A A A A A A LA a \H3G.ISTRICT J3 _ B1 p o J3 6 LL n J1 J1 J1 F B Ei1 FGA C q Q 9 ✓1 B1 J7 D10 J42 J3 b J1 F ip _ e E 0 o t > r _ g „ @ JY Ed CD �J e 2 NOTE. YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet COMMENTARY and RECOMMENpAl10NS for HANDLING, .INSTALLING &BRACING META l PLATE CONNECTED WOOD TRUSSES TPI. "� ) 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. P� u2 _ o iN 7�- SIGNED B1 TITLE B1 DATE All spacing is 24" O.C., except as noted. P 9 9'-4" CLG. B1 Allt cis noted. IAll valleys acalculatedeawith sheathing ng Onder. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES W/O AUTHORIZATION FROM THIS OFFICE. B1 Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING z 0 B1 M 61 B1 ., B3 �p Bo N ERECTION BRACING IS NOT THE RESPONSIRIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, ARE CAUTIONED TO SEEK NOR TRUSS FABRICATOR. PERSONS ERECTING BRACING PROFESSIONAL ADVICE REGARDING ERECTION BRACNG WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC A.PPUCATIONS, SEE 'eCS-BI Summary Sheet COMMENTAPY i and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED i WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT ANT PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. r — , J3 J1 B4 -7 o `�y` o B5 iv A\ L L B6 K1 L o J3 L K2 L J1 O `�� p �cw tP e��y� `" �J C N O TE Trusses sh on this layout are a component part of the building and show USD location. Proper erection, temporary and _ • _ permanent bracing design are the responsibility of the building • • designer or his engineer . Lateral bracing shown on the Individual \�1\� , ; F/. truss drawings must be placed during the erection procedure.. �"� r\,-`� :� ,J„ � �. � �- � ,,�- JOB NO.: 9520 " LOT:57 BLK: TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. H TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REAC1IONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO + HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelaae)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design velocity :1M MPH Imp. Factor : 1.00 End Load Duration Factor : 1:64 Mean Roof Height Briar M Bleakly Struct Fag j76051 2590 N. Kngs Highway Fat Plam FL 34951 (712) 464-4160 R E V S s Eo M � 7, 60, n � l 13' 0 314" 2'0" sr 6x 2 4„ 8, 4" 4, 4x N L W (772) 464-4160 04 L� Vr,7t7 COMPANIES, INC. 2580 N. Kings Highway Fort Fierce, FL 34951 10 LO r �� T 6" cc 8' 4" 64' 0" ADDRESS: Meadowood _.,. , Sault Lucie COUCIt Avalon — West Indies SINE M£ .. OPAM 81: WAG _ Avalon-Wl-ill 1 4 —1 —0 03 U� '2a rmc i', SOUTHERN TRUSS Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 Job Number: 9520 Customer. GHO Homes Name: MW-57-Custom Avalon Address. - Lot 57 - Meadowood City, ST, ZIP: Saint Lucie County, FL General Truss Engineering Criteria 8r Design Loads Building Code and Chapter. FBC2017rrP12014 CompuferProgram Used. MiTek Version: 8.31 Aug 1 Gravity: Gravity. 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority. 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Truss ID# 1 03/02/20 Al 2 03/02/20 A1A 3 03/02/20 A2 4 03/02/20 A3 5 03/02/20 A4 6 03/02/20 AS 7 03/02/20 A6 8 03/02/20 A7 9 03/02/20 A9 10 03/02/20 A10 11 03/02/20 A10A 12 03/02/20 A10B 13 03/02/20 All 14 03/02/20 Al2 15 03/02/20 A13 16 03/02/20 A14 17 03/02/20 A15 18 03/02/20 A16 19 03/02/20 A17 20 03/02/20 A18 21 03/02/20 A19 22 03/02/20 A2D 23 03/02/20 at 24 03/02/20 B2 25 2/2 03/00 13 26 03/02/20 B4 27 03/02/20 B5 This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 jn� No. Date Truss to# 28 03/02/20 B6 29 03/02/20 C1 30 03/02/20 C2 31 03/02/20 C3 32 03/02/20 C4 33 03/02/20 C5 34 03/02/20 CJ2 35 03/02/20 CJS 36 03/02/20 CJ5A 37 03/02/20 CJ18 38 03/02/20 CJ42 39 03/02/20 Dl 40 03/02/20 D2 41 03/02120 D3 42 03/02/20 D4 43 03/02/20 DS 44 03/02/20 D6 45 03/02/20 D7 46 03/02/20 DS 47 03/02/20 D9 48 03/02/20 D10 49 03/02/20 oil 50 03/02/20 E1 51 03/02/20 E2 52 03/02122 FGA 53 03/02/20 FGB 54 03/02/20 FGC l2P Z'a , No. Date T ss ID# 03/02/20 FGD 56 03/02/20 Hl 57 03/02/20 H2 58 03/02/20 H3G 59 03/02/20 H4G 60 03/02/20 J1 61 03/0212D J2 62 03/02/20 J2A 63 03/02120 J3 64 03/02/20 J3A 65 03/02/20 J5 66 03/02/20 JSA 67 03/02/2D JSE 68 03/02/2D J5G 69 03/02/20 J6E 70 03/02/2D J7 71 03/02/20 J18 72 03/02120 J42 73 03/02/2D J75 74 03/0212D J75G 75 03/02/20 K1 76 03/02/20 K2 77 03/02/20 MV2 78 03/02/2D MV4 79 03/02/20 MV6 Page 1 of 1 TYPICAL DETAIL G CORNER _. HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.57 per Nail (D.0_LFoctor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. .- 12 90 -1 SIB CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 255rA = 2-16d NAILS REO'D. Q UP TO 394s = 3-16d NAILS REO'D. use 2-16d toe nail Typical jack 45' `--v toe nail GC attachment use a0 nail TYPICAL CORNER LAYOUT & 2-16d 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 — — — — — —— 2-16dnails —— —— BC — — — — —— 2-16d nails — — —-— J7 TO HIP GIRDER TC ——————— 3-16d nails ———-— BC — — — —— —— 2-16dnails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16dnails ————— MINIMUM GRADE OF LUMBER T.C. 2x4 SYP 2 B.C. 2x4 S'P 2 %TES 2x4 S(P Ne3 LOADING (P5� L O TOP 20 BOTfOIA DO 10 Siit NCR.: DOX iMC2a17 , Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 Brian M_ Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 TYPICAL DETAIL G CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5-a per Nail (D.d.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 1z 1S do 'O 'Q -n E�n aJe7i CORNER JACK GIRDER ALLOWABLE REACTION PER J01NT UP TO 265i = 2-16d NAZIS REQ'D. Q UP TO 394s = 3-16d NAILS REQ'D. i J1 A J3 —..f��, of l .- 0 � j - H5 (HP GIRDER) use 3-16C toe nail TYPICAL CORNER LAYOUT 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — —— — —— 2-16dnails —-——— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails — — — —— TC — — —— — —— 3-16dnails —- ——— BC — — — — — —— 2-16dnails —-——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16dnails —- —— • MINIMUM GRADE OF LUMBER LOADING (PSF)SM INCR_ 25% 2z4 5L a F2C2a17 1P 2 TOP. 20 6.C. - 2z4'M 2 TOP. 00 10 T.C.11 WEBS 2x4 S7P No.3 sorSPACING 24' a.( - SOUTHERN TTRUSS �p A g�, {{�� COMPANIES n//ti+�thm tre�mm Fort Pierce Divisio n 2590 N. Kings Highway, (800)232 0�509 (772)464-4150 Fax:(772)318-0016 Brian M. Bleakly Struct Eng r76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 L m S Hangers Face Mount Hanger Charts Mi e JotstS'se -115P'.=- 4nrd; No:. - Gal. Iba, StarJs Dau s 14.A`L. Fastomf S±hedukk . = . •� , , :: .DF/5P : •; � ..ABovzhk Loads (Lhs. " ¢"' E ' code'". -Ref:: '.. r •Header ''. : Joist - _ ' 11:. :6 . .v.A.. Mrn7 :Nu i -':.twl % _ - Nail , Roor'.:Roof� UpOh''.g t0 715Y. 72a"�6. :y60"�'. JL24 LU24 I 20 1-9/16 3 1-1/2 75/i6l - 4 101 I 2 10d 11-112 1::47➢. 540 }':5g0• 320. 5, R5, F2 4 16d 1 2 10d%1-72 55016401''ss1: 32➢ JL241F-1Z - 118 1-aM6 3-1/8 I1-12 - _ 4 1Dd HDG1 2 10dx1-12 HDG 465 535:1580') 280 •: 131. R1, F32 4 led HDG 12I!Odx t-129 .55D: 6151 GIZA '250: 2x4 JUS24 LLM4 18 1-9116 3-1/8 1-3/4 1 - 14 10d 1 2 1 107 I.. . 775.j M. 510 : SUH24 U24 I 16 1-9116 3-1/4 2 1-3116 - 4 10d 12 10dx 1-12 5M .5501 60Y. 380 . I 5, 4 led 12 10dx 1-12 ''5G0 665-.{ 720 350 HD26 HU25 14 1A>i6 3-1/22-12 7-1/8 Id'm d ladd 2 70dz1.12 615 HS 17dS 1 365:' R5, F2 Ma .615 1 695 i 745- 1 SM. _ JL26: s ,_. .W26: .II:. .,i. 20.:7.917� �;6 4-3/4; T-112. ��5/16 :• 1. � '.6 _ 1➢d=: -{=}:: tOd X"F12 770 805'I M 650 --:.1Ed'.-�.1 4.1'70dx1-12`- 84D'19601 t➢45.1 65n. ... JL261f-.TZ LllC26Z .-18, .7-3r16 `; 4-12`.1=12 ...... :.-`�:-'-.°.' :.:.. '..�. -.. 8 "10tl }1DG{-4170dx7-lfzHDG1 695 8D07. 57➢..j 730. 31, G7, F32 61 .16d HOG. }_4 J10d.x1-12 HOG 830.1.950 10351 730 -J11S26 -..°, LUS26+..r 18 L1-9/16 418/161.1-3T4 � 1. 1 =.' 4 1 1Dd;.1.A 10d :. �"I 8IZ 1D00 I ID80:1 1115 - :z 5, R5, F2 ' . MLIS29 - :WJS 6 �. -is ` T-M &1- 5-1116` -+2��..: '.1 ` � �' = �. , 6 :. �10d'..r 6 .... • 1.Od.- �' 112U 1475. 16051 � See . 131, R1, F32 .: �'.''C^^-i SUH26 =6 L: Lt1 fi }9116. 6;1)B�'.':2 ..13/1fi �.- 10d:' 74: � 10d%1-1&- 1 750 1 W.1 9111 755: ='1' k' 4 I -10dz 1.1/2 I RED t00D 11080 755 . HUM r:-::HUS26`4: 15,' 1.5/8. 5.7116t.3 �.-}:a•2. 1.'- 1741 76d<:1.6 I.: .' led - ' 2769'13140133451 1925 1. _ - ..• -1 026'.....4.. H02?,•': 14_17-9r1611 :_.'.:1- ;3-12 .7I 2-12 : ... r1'-%8 Min Max d .... ' ':.t6d' T k4:1 r10dx1-12:. . - 615 695 1 745. I : 355. fi, R5, S75 6951 7451 Sti -HD29-.' 'qq :: JL26 BU28-.. ::::.: W28 14 I 20 ttEp1-971fi 1-9/I6 5-1/4 ..::'i.:�. 4-3/41,-1/2 2-12 I 1-Ila 1SnS Min tBaX - B fi - 10d 4 4 J. 70dxt-7%2 ;' - 1 10dx 1.1/2 12301139DI 1490I 780 F2 1233 1710- 139011493I 8051170I 825,- 550. 6 1 161 1 4 1 10d x 1-12 84U 1 953 1 1045 I 650' .11 WC26i 18 1A/16 4_12 1.112 ,6 1 IOd HDG 4 IiDd X1-12 HDG 695.1 SOO'j 570:'I 730 31, R1, I F32 fi 1 16d HDG 1 4 110dxl-12HDG 830.1 953 10351 730 .JLZB W28 20 1-SM6 6-3/8 1-12 1SM6 _ 10 7Dd 6 I 10dx1-12 1180 12951.1295I -S55' 5, R5, F2 10 16d 6 1➢tlx 7.72 1403 1800117d0 eSS:. JL281F7Z - 18 1-9/i6 6-1/8 1-1/2 - _ 8 led HDG I 4 110dx1-12 HOG 930 11065111601 730:' 31,R1, F32 8 led HOG 4 110d x1-12 HDG 110511213t 1215 730 JUS26 LLIS26 18 1-B/16 4-12/I6 1-3/4 1 - 1 4 10d 4 1 10d r.870 1000 1080 1115' JUS28 WS28 18 1-9/16 6-5/8 1-314 1 6 tad 14 I Iod 1414) L 1770 j 1375 1 .1115 A flit 5, R5, F2 2 8 MUS26 MUS26 18 1.9116 5-1/16 2 1 - 6 10d 1 6 I 10d 1285 147,5 I T6051 865 - 31. RI, x MUS28 MUS26 18 1- 6 7-IA6 2 1 8 10d 18 10d 1710 1970/23401 1230 F32 SUH26 U26 16 1-8/16 5.1/8 2 1-9/16 - 6 10d 1 4 1 10dx 1-12 -.7501 B401 9101 755'1 6 led i 4 1 10d x1-12 890.1100011080 755- SUH28 I - I 16 1.9116 6-5/8 2 1-3p6 _ 8 10d 6 { led 1-12 100011120112111 800 I 1 ( 8 16d 6 10dx1-12 11751 ISM IIm B00 HUS26 HUS26 16 1-5/S I S-7/I6 3 2 - 1 141 led 16 16d 276013140 j 3345I 1925 5 H17S28 HUSH 1fi 1-5/B 7-3/16 3 2 - 22 t6d a 16d 4170 4345 4345 1 2570 RS F2 HD28 HU28 14 12i11 5-7/4 2-12 1-1/8 Ian 8 16d 4 10dx1-72 .1230 139011490 78G Ma 6 1: 1390I 7490 825 HD21a FN210 ' 14 1A/1fi 7-3lffi 2.12 11/8 Min 10 led 4 10dx1-12 1540 r 17351 18M 780 N� 1 td fi 21512430 2GIG1 1170 11UpUtkads have been increased 607. for vdnd orseimic loads, no4xNer increase shall bs penni ted. 2)16d snkws (0.148 6a. x SAW long) maybe used at 0.84 of the table load where 16d commons are specified. This does not apply to X% WS, MUS sknt nail hangers. 3) ForJnl9, HUS, and MILS hangers Nails must be driven at a 30'13 46 angle through the Joist art = Into the headerto achieve the table loads. 4) WX.S:1Od x 1-1T2' nails are 0.148' die. x 1-12' png, l0d naFA are 0.148' dia. x 3' long, led nags are 0.182' ft x 3-12' log. New produels or updated product infamation are designaled in blue font, Corrosion Finish UNStainless Steel MGM Coat M-HDG HTdple Zinc 112 Continued on next page Haii[--S Face Mount Hanger Charts ... _ - Jaist Size: - "•USP. `..;_•, _, StodclJaf: .. -. ._:___ - Bef. No. ' Steer !Gauge _ �_.: ..:-� ...:::: ':�.: �:. er ^ etl ��JosY.,'�.f Allovrahle lozd5 ��,�: - 'Code .. Ref. :. Max. :Header - - =' W: ::H`-. (:D: "A' • _ aNaR-`.. NaB 400%�115% 725% 160% M24.2 I WS24-2 1 18 3•1/8 1 3-7116 1 2 I 1 4 16d I 2 1 16d I' 805-j'920.1 955 1 _ 325 ` (�2x4 S1.N24-2 U24-2 16 13-1/8 13-1/8 2 1_1/8 - fi 101 I 2 foci -750: '84019W�1 380.1 . 6 16d 2 1 10d .890 10(33{19801 330. HD24-2 HU24-2 ( 14 13-1B. 3-12 12.112 1-7B - I 4 .16d, 2 1 loci 1 '615 .6SS-1-745-{--385.1. HUS24-2 - 14 3-1/9 1 3-7/16 1 2 1 - 1 4 16d 2 1 l5d 1,951.' ";95511040 ( 495 -{ HM24-2IF - 14 1 3-18 1 3-7/16 2 1 - 4 16d 2 1 16d :-850 : -955. 110401 -4M I 7S262^: t'Yd1S25-2;LL-.`=18''j'-3=1d'{..5xJ4:{..2 1 F- 4''''Ga6d=j':'4: 1 16d1.1040 1116511220: 13M 5ii E-f - .., SUH26-2--"' , - - . U26-2 =.: ....- i6.:. ..: .3.1/B'„S-11tfi - : - .� - .. 1 2 - 1 ' i:1B �':. _ : .• 10'1'=10d` 1..4' lad 11250 140511515 755 1 .10 f 16d ::4 f 10d'I 1470' 16701 1803 755 - H024-2 :' LHU24-2-_j.-14,1 3AM1 3-1242.12 j1-7/9�;=.: h-4--1: 1sd -. 2 1od-1 615-1 (595-1 7451 385 1 �(2)2xfi H41S26-2•"' "HUS26-2--'" �-14- -3-1/8 5-7k { :2 "1?:I--;-':4=j 16d V. 18d' 1085 12351 13001 1755I . HUS26-V .. 1 HUSC2&2 •14 : 9-1/8 . '5-114 1 '.2 `f :.1.: '=..: 4' . 16d: ",J, 1fid 1085 1235 1300. 1155 T4.. `3.1(8':5-1/4 '2-121-1B Mn.f'8' tfid. - 4. c6 tpd. '_ - 1239 1390 149pI 780 1 Max l-'12 M901 2D85.I 22351".117ir -;.�L/fHUC2fi-Z- _ '1/4 111111 r�IIIIII _72 ^ : FFFFFF Imn," -fi 0d-f'--'14:j:3418' 1230 1�0 1 �2M1..'�Ma 11490 . '12� &026-2 1 LUS26-2 18 I 3-18 1 5-1/4 I 2 1 1-1 4 1 161 I 4 t6d 1040 1185 722(f 1355 �:y JUS28-2 I WS28-2 I 18 3-1/8 17-1/8 1 2 { 1 - fi 1 16d I 4 16tl 132511510 1645{'1355 SUH26-2 U26.2 I 16 I 3-1/8 5-1116 I 2 1-118 _ 10 I 10d 4 10d 1250: 14051 1S1S I' 755 . I 10 t6d 4 1 10d 11470 167011SM! 755 SUR28-2 - 16 3-11a 16-1/4 I 2 1-1/8 _ 12 IM 4 110d 150D 1685I 1815I .755 72 16d 4 I lad 11765 '1915119151 755'. MF26-2 HUS26-2 14 { 3-1/8 1 5-1/4 1 .2 1 1 - I 4 16d 4 16d 1085 1.12351 1300 11155 HM26-21F HUSC26-2 { 14 3-1/8 5-1/4 I 2 1 1 - 4 I lad 4 16d 1085 7235 13M 1155 (2)2xB HUS28-2 HUS28-2 I 14 3.1/8 17-1/8 I 2 1 - 6 116d 16 16d 1625. 185011995I 1810 HUS28-21F { HMC28-2 14 3-1/8 7-1/8 1 2 1 - 5 166 I 6 16d 1625 lSS01 19951 1810 a 5 I HU26-2 14 I 3.7B 1 5-7/4 2-1/2 1-t/8 Mt�a�x 12 4fi 1230 .185d 7�0194 :20851 7HD26-2 2391 177r1 R5 F2 1-11326-2117 HUC26-2 I 14 13-118 5-1/4 I2-12 _ M, 8 lad 4 lad '1230 -1850 :1390I1490I 20851'2Z35' -790" -1170 I Max 12 fi 11 HD28-2 I HU2S-2 14 3-1/8 7-1/8 2-12 1-1/8 Nin Max 114 10 t6d 4 lad 1540 2 55'5 173511865 2430 12610 1 .780 - { 1170 6 HD28-21F HUC2&2 14 3-1/8 7-1/8 2-12 _ 6Tm 1 10 lad 4 1od 1540 -1735j1065E 780 Max 14 6 2155 2430120-10{• 1170 JUS284:.''. .. WS28-2'y ., I.. --. 18., I"-3.1/8- 7-1B: !'-2: . . 1. 1',-: 6:, 16d : 4' . 18d. 1325 //51011645 ',NSZ70-2 ', . L1J5210-2 "' r. is I- 3-1B 9-1B' Z" I 'I -' a ... I 96d I' 6 16d 1845 21051 M 1 1980 tj 14 _ SUH28-2- .- �..•'_ 16 _3-1B' :Ci-1/4. 2',.. 14/8._-'I A .1 t'10d- .4 119d 15M 1685'1111151 755 .12 16d 4 1 -10d 1765I 1915/1915 - 755 ' SU F1271.d-2 ' U210.2 -: - 16 „I 3-7/8 '-.. 8-9/1b ..I 2 .� i-iB `: - .. 76 Z 70d ' 6 :10.7 1211D3 22451 2420I 113.5 .. _ .. 1fi.1-76d- 6' 10d I2350 26701288G 1135 HM29-2 - - 'MUS28-2 . {' 94 ' :3-1/3. 1, s-1/8 -2- {c-1 - -- . 6 i -16d 1 6 -1:16d 1625.1 1850 19a5. Isla ,. HUS28-21F GH1SC28-2°{�114- .3-1B '7-1B' -'2' '1 '::- I & •St6d ;6: 16d 11625.1850 19951 1810 "(212Y"I0 Hx2 -2-' :' I:HU211-2- "' •; ;14, ''3-1B; :7-118 IT-12 4:: 5::- 1=1B Nan Max 70 ' " .96d :.4. fi '.. ._ tOd . _ 1640 2155 1738' 24304 1865 : 960.. 2870 1170 - - ND28-21F. -I. . HACL8:2;."': •: 14' ' 3-IB. '-`. :Z-7/B 2-121F.,t. tJfm 16, -14. :"' ;ifid 4 'loci_ 1540 21S5 173SI 243111 1e65I 780•' 261a 11170 8 - HMI 0-2: :: f HUS210-2 ''44 4'3-1B 9-1/8 1: 2- (''1- ,._"1. S' I :16d f' 8:1-16d'12170 7465 2660{ 2210' .HUS210-217 - f HUSC210-2 I. 14 .{ 3-1B I'9-1B" I Z^.-1•: -='.-I I •16d .&1,*16d 1 2170 '24b5 2691 2210 .� HD210-2.:• �_HU210-2::: 111 .�.'.1'4 111 .3�1B `fR°1'Y.14 Max'.. '.I 16d .4 a` I.-tOd ... Z155 30801 243. 3476 26101'1170 3725 I'.1950 •10 . - .HD21021F. ""^. 'HUC210=2 : --`..' 14-. .. I. .'3-118 ..- _. .=9: ...� ..-, 2.112 ! _- :%,..; tJfm9iii =A4- -23 .. :i6 : 5 -. =loci 27550 2430 { 1610 :.1970 --1 saga i3475 377511�0 ' HDp210-21F I-HUCr1210-2-.{:14 I3-1/4 'j '': 9. j.3?-1 I-12':-: 12,1.Ua 1. 6.1 W53.I 5D75{ 5590.I 559p I .2975 {31. RI, F32 11 Up81f bads have been Increased 60%torwind or se anic loads no further Increase sha8 be permitted. 2)16d sinkers (0.148 dia. x 3-1140 long) may be used at 0.84 of the table load where 16d commons are specified. This does not applyto JUS, HA MI14 said ran hangers. 31 far JUS and HUS hangers Nails must be driven at a 300 to 45 angle through thejolst crtruss into the header ID achieve the table loads. ' Q 1453 Wood Serer; are 1/4' x 3' brig and are Included with IDO hangers. 5) NAILS 10d nags are 0.148' dla. x 3' brig, 16d are 0.162' crm x 3-12' [mg. New products or updated product infonmtion are designated In blue fmrL H Corrosion Finish MStalnless Steel Gold Coat MHDG ®Triple Zinc h-k``D� w �- 114 Continued on next page vangers Face Mount Hanger Charts Joist Sm . USP": ', .�.: sh=Na., ,.. ... Het.Na � _ .. �.no, Gauge ' • ... Falco 6r 8$eduibx.^,��_ r..77= • '' ;:_+ ¢F/�P-.` .-A0owa6(e Loads } '- _ :.': '. Headg;= : -;_ Joist _.: W ' ..`H .. �C..._."A _ . :. W -Ma .i' .:My .: �. Nall ..Oty i :? Nail _ Boor 'S Hoot:.. U ua 100% ]75% 123% 160% 8UH314 I04 !!! 16 2.91Ifij 10-mli 2 I1-im - 18 1 10d 6 11Ddx1-112 Y 225012525 f 27251 1135 18 1 16d 6 1 10d x l-12' 2645 .33001 3D7o 1' 1135 F07314 HU314 14 2-9h61 11-SA6 2-12 I 1-1/d Min 16 t6d 8 10.1 zi-.1-1/22411 ,3695 1780 14170 2980 }4435 1280 Y 2045, Max 24 12 3x16 H0314G HUt 14 14 2-9/16I 71-Shfi 2-12 - Min 1 tfi 15d B j.10d x7-72 .2461 2733123M1-1283 Max 24 12 13BB 4170 [44MI M45 HD31fi HWtfi 14 2-9/16I113-SM6 I 2-12 1-1/8 I Min Max 18 1 25 16d 8 10d x1-1/2 40051 �25 4435 3355 } 4435 1559 12045 12 H0316G MJC316 14 13.5/Ifi 2-12{1 -i2 16d iZ 110d x7-1211 1560.1 '1(2/ 3 z8 _.� Hp38-2 _:;.Y HU39-2_ JI I.74 II2-3116i I5-i/B'6-1/8 �2-'12F7.1/8jam I j Max .t¢: 1. 14 .1Sd' _ �:10d j. 6. `r:ji540.j '.. _::' 1735I1855I'780 j 21551 4430 t 2610 1 1178 (2)3 x 10 Hp38-2 I HU38-2 14 1 5-1/8 16-1/8 2-12I 1-ii6 n 1 70 i6d IndB 15W 1735 1866) 780 Max 14 2155 I 24X 2510 1470-11 H0.?70-2 FIU31&2 .14 15-1/8 8 2-12I 1-1/8 M"n M 14 1 16d 10 IndFEW 11 1 �� 111� {C4, X17 i : • --. H0312.2.... '; :- " ' I FM12-7 '- ! �' 11{ , inI24fi WX1 . -.-1240128 2 1055 12.r- (6 -234(1 . (2)3xl4 HD312-2 ' HU312-2 I 14 5-1/8 1n I I2-1/2 1-018 Min 116 16d Ind 24661 ZT80 2990 '1065 Max 124 12 3SM- 41[70 44M 12340 +•:1 JUS2&3'd-'=:.1 LUS263 .1 18 1 4-SS }: 1-1/2 Y 2- I 1 15d 1 '4-1- .16d •. Y 1040111115 12201 1355 I . "'. ' (3j2x.fi' :SUH25-3 "'- ._ -. '' ' - _' • U26-3 .{7 . - ,.. .: �..... _ 1fi ! ..I 14: �5/8 -:--} 4-SB I 9-7/4 4111 F 2 Y 2-12 7 I .- 1-1/8 .-: I• = Min 1 B led 1 :2 }_ ' tad -.. 1000 11120 11165 :380 1 6, B f 1 : a''. j t6d ibd 2 .. 411230'11390 .. 10d' .111651 10d ' -:: 77fi511165J (149] 380 I 780 Max 112.: 1850 208$ 2235 1170 - ..: - t.. ....:--.: j HD26-31F _-,•, r-. HUm a-''.'14 4-5/8I 4-12-.2-12F: ` U2 I _ • ` } Nfin Y-.8: ..- . - 15d i - - . 4: '.6 '':. - . 10d, �' � : 1230 131111, 490.1. 780 R5, I JAU 1 '12• 1850 2045 Y 235 1170 JUS26-3- 1 LUS26-3 I 18 1 4-5/8 4-12 1 2 1 1 1 - 1 4 16d 1 4 16d 1104: 1185 1 1220 1 130-1 JUS28-3 ( W528-3 1 18 4-5/8 1 B-3/8 1 2 1 1 - 6 16d 4 1 16d 11325 151011645 JaS5 - S9H26-3 I U26-3 I I 16 14-5/8 15-114 I 2 1 I - 8 10d 2 101 1000 1 1120 11165 I. 380' 8 16d 1 2 10d 1 1165 1165 Y 11651 380 (3)2x8 HD26-3 HU26-3 14, 4-5/8 ` 4-12 2-12 1-118 16d 10d 1 1I 149011 N,ax 72 6 ,_2� 1 1170 H026-31F I HUC26-3 I 14 ( 4-5/e 14-1/2 2-1/2 - Min I 8 16d 4 1 10d 12M 113W }14931 780. Max 1 12 6 1850 20651 27'35 I. 1170 H028.3 I - I 14 4S/8i B-0 2-1/2 1-1/8 Min 10. 16d 4 10d 1540I 1735}i8B5 790 Max 14 fi 2155 2430 26101 1170.. HD28-31F I - 14 I4.5/8I 6-318 2-12 _ MN ,o t6d 4 ind L164011735 1865 790 Max 14 6 2155 2430 26101 1170 14-SM 1, 6-3/8 . 2 -1 . . • .6 . 16d 1325 1157¢ 1845 1355 ,- JUS210-3." _: d. L(I$2f 0-3' . 1 '18 14,5/8..1 &3/& 7-1. 1: 1 -'.1 8: .163.°. .6 ' Y' 16d '1 16451 2105 mm Ism'. ' :. .. SUH210-3 r. 'U21&3 -. ": = I' 76"IL :'• 4.5/81 &318., .. :•2::_ .. >,1:, -�-- 14 I.l0d- 6' 1 10d ' }17501*1955 2120 1135 14 16d 6 � I Ind.. 2050' 2335 252p 1135 • H0283 _ ", --'.. " I .14 4-5/e . &3/6. 4.: 2-12 :. 1-1/8 Min 10 . t6d7-6-141 r:.. _;fad -11540 1735 1865 780 .Mai 14 215512430 26,¢ 1170 _ .:_..•-I 74. -.I'..,. 451d, r. 6;3/8 :.. 2-t2 _._..-:. y--. M'm-}-10' :16d- -:: '4 ' �10d :..,. : :_.->. 154011735 1801-760 . 41ax .14 6' 216-a 243¢ 26101 1170 ` HD21&31-H0210.3 14- I-'... 45/8 8-V4' '2-12 _ -'� 9-118 :Min' .Ma :14- ,�. ' " .16d ; 6 - ,0 •:-16d"''-:..2fsi . _ _ • 2430 2610 1170 3001 3475' S25.1 1950. MD210.311' '_' .... . `1 HUC216-3 �.. I 14 '4-5/8 i &1/4 2512 " �`-"r Min :14; �. 1Sd .: -6^ "' 10d-, ; - ..t 2155 2430 26i01. 1170. i _ ..Max.l 20- 77p 3080 13475.1 3775 79a0 -I HD0210-31F':. H0002f0-3 1 -14. 4-5/8 9 - • 3" 7= � : }:12 1 6 _Y= WG3 : } 5015 5590 55901 2975 31, R1, F32 1) Orft bads have bEhel increased 6D%fiswind of seismic lam no fudher increase sh-A be psm8fed. 2)16d sinters gLl48 da. x 3-1/4' Img) may he used at 0.84 of the table load wtrre 16d romm ara spsdffed. This does not applyto JUS, HUM, MUS strd nail hangers 3) WS3 Wood screws are 1/4• x 3' long and are Included wish HDO hangs 4) NABS 1Od ReAS are 0.148- diz. x 3- bag, 16d We are 0.162- ma. x 3-12- [mg. New Products or updated Product hdormadm are designated in blue font. -n� A Corrosion Finish UStainless Steel GGold Coat ROG MTdple Zinc n:-' � W Continued on next page 117 Hangers Face Mount Hanger Charts Melc° .. .. ,'`.6teN Joist S"ae _: .:: 'Stott Na •'-i: : Red. No. _� Gauge .._ ...tAOae.ahie Fasfiirer 5diedule;::�_:_:... ', :'.. .J)F/SP '•`': .� Leads (LM4.- ='�?Code. ERR, eel. = s.. W -- "H' . 0 o-(A : NW Max _- ,., _ : : -Nail <<�. aty ,> q> S.'.. f : Na0 -: -Hoar 'i. Rmf:f. UWUL'�. 10]% 715% 725% 167% JUS4fi I L11S46 I 18 3-5/8 5 2 1 1 - 1 4 lad 14 16d [IMI-1185I:1220.1'_7355:: S11H46 I U46 16 .1 3-9Ii6 4-13/16 2 1-1/8 _ 10 I lad 4 I 10d 1250 1140'[I 1515 1' 755 '755 to 16d 4 lad 1470 1670 18001 HJ546 HL&6 14 13.518 s 2. 1 1 - 4 16d 4 16d . 1-1095 '1233 1300 .:115s-I 46 HLG40 I HUSC46 14 3-3/81 5 1 2 1 1 - 1 4 1 16d 4 l6d -1085 :12W 1300 1155.1 H046 I Hltdfi 14 I3-9716 rrt/1fi 2-12 1-7/8 tdin M� 8 112 151 4 1a 1230 ISM 1490 [ 780' 6 7850 '2085 223.511170 H046F HUCSS I 14 S-9/i6 6-1/ifi 2-12 _ Min 8 76d 4 ad 123a '1V]0 f 14901 780.. 11170 - 17.az 1 12 6 .1850 1 2088 f 2735 :_' `JUS46is I3-Wa.- ': 8'.. 2 .1 .1 =='f'.4 1.:.tsd 1: 4;"1.'-16d'a1110401110 12201 lass- , JUS4B ; 9L548 "I '.18 .3-518 1. 6.7/8 1 2 1 '.1' .l i%- . _ B. led I -' d. l - :76d-: ' 1325 1 1510:1 7645 1355 ' 51h14fi,..t:: - 4"• I.Ua6 ` .� - ',i8 r i% 3.9/16 '.. 4137T6 I - '- I ,2.., k ]-1/8:4..-: -I - f :10 ,lad .:.4 f-:':1aE'7 112501 7405.115is q55 .I 755 L"111 : led' 1::4 .-clod.:= I1470 S70 1800' ; - . HUS46= <: L HL&A" , '14 . I: 3-SI8 = 5.: [ ' 2 . .• 1 .... - . 4 - 16d 'I-- 4: '-'16d : - 11095 7235 1 130a 1 1155 1 HUSC46 . y :14.: 13-SIB ..5.':. : 2 .:: 7 ...:._-:. ' 4 . -16d j 4:- ' '-16d :_ 10851 12351 lnL 1155 ` HUS48 - _ . { HUS48 1' 14 - f 3-5/8 i :'' T. .- 2.1 I. 16d 1'= 6.::f - "16d: = 11625 18501 19351 1810' 4xe; HU548G-' I"HLI5C49 '..I -14 i 3-578 f :T. 2 i 1 I".= 6 1' 16d 6_I - :t6d' 7625 1650119251 i81a - ..�. ,.. - T4: 3-9 $9/i6 l .:5.7116 42-12i I..11850 7-1/8'. t✓!in 8 _-i6d ,-AOd '. 1230113DO f 14901 780 1 1170 1 20M ZM _: Hg461F.".: 1t 11UCA6 19 14 13-9I16f 5.1fl6'Tr 2-721 .'-. tr7tn.1 rdaz 8 a- 16d - 4'1": .10d:: .11230 .. 11390114901 780 11170 5, R5. I1P501 20851 2235 ' . .. ' Ht148 14. 3-9l1fi 6-1§/16 �2-12 ....l '1-1ld . -N8n reaz 10, Ta :16d'1 .a-'',t lid ', I15w 1725 18551 .780 70. F2 - 6: 2t'S 2430 26t01. -"HD4B� --, -HUCGB4 , 13-,9/16 .' • 4 .. 6-15/16 2:tIR .I.. _ . Mln °I - Max to f 14 .t6d ': ' 4 10d. .. 1W I m.S j 18651 78a 1170 . j :' 6. Z155 2430 1-2610 JUS48 I LUS48 18 1 3-578 6-7/8 2 1 1 - ' 6 16d 1 4 I 16d 11179 151a1 tfi45 1355 .N5410 1 W5410 I 78 3-5/8 e-718 2 1 1 1 - 1 8 16d fi i6d 11845'1 2705 729a l 1990 SUH470 U470 16 I3-9/161 8-3/8 I 2 1-1/8 _ 16 1W 6 I tOd =0I 2245 f 24291 1135 1735 i6 16d fi 1 10it 12350 267Ai 2B90 HUS48 1 HUS48 ( 14 1 3-5/8 7 2 1 1 1 6 led 1 6 1 16d 11625 1ED 11295 1 1B10' ' HLLS491F 1 H=3 14 3-5I8 7 2 1 6 16d fi 16d 11fi25'.1850 1935 '1870: H048 I HU48 ff i 14 I3-9161 6.15/76 ff 2.121 1-1/8 t6d 10d 711 1]7U. Max 1 14 6 2155 243a 2ai01ISIS 4x10 HD481F HUC 8 IIIII 14 3.9/16 6-1511612-12�111111 - On 114 l6d 6 lad 154011735 7865 ' 780 .1170 Maax1 21551 24301 2610 HUS410 I HUS410 1 14 3.518 B-7/8 2 1 1 - I 8 16d 1 8 16d 1 2170 2455 2550 . 2210. I HUS410IF 1 HUS�10 1 14 1 3-SB 8-7/8 2 1 8 16d 8 16d 12170 1 2461 2660 .22101 H0410 I H1410 14 S-9A6I 8.13116 I2-12I i-i/8 Min 1 14 .16d 6 1lb 21551 2a3012670 7170' 195a Max 120 10 3GW 13473 f 3725 H04105 HaC410 14 3-9f16 8.13/16 2-12I - M 7420 16d fi lad 255' 243a 2610 i 17n 1e0a H004101F 1 HUM410 1 14 3-9/161 9 3 1 1-12 I - 1 12 1 2975 1 N 131, 81, F32 1) Uplift bads have been increased W%for wind orse'smb loads; no fuller Increase stall he psrmited. 2)16d sinkers (0.148 d1x. x 3-114' hng) may be used at 0.84 of the table load wipe tad =mops are spedfied. This does Pot apply to JUS, HUS, MUS slant rail hangers 3) WS3 Wood Sam ara 1/4' x 3' Ing and are included with H00 hangers. 4) NAM, tad IWm are 0.148' dia x3' long, l6d naffs are 0.162' dia. x 3-1 IT big. Nev products a updated product Irdormation are designated In blue ford. Corrosion Finish QStainless Steel r-Gold Coat UHDG OTdple Zinc ca G m m 119 MINIMUM GRADE OF LUMDEftl' Top COord 2x4 BY? #2 SPF $1/02 or ballor Doll CBor,l 2x5(•) OR 20 SP 12N OR SPF #1/#2 or WWI YhbV 2x4 SYP #O or bollor (•) •II"J MAY PC DIPPED FROM A 2x0. (PRUNED On CQVARE) (") A77AMI GOH VALLEY TO EVERY UUPPOR71HO 7RUSS. WR1h (2) 10d BOX (9.05' x O.0 NAILS TOE -NAILED F63 �11116 OUT. ASOE 7-ID ��PH T41N), '- MTAN HaaFR WOLOSED nuum. ' GIP. 0. nEDIOENCW. POND TO DL-0 PSF. CVf i�OAI 719 oil l" AOrJI AS REQUIRED h'—D" Max Fn4 8'-0" Ix W—D"Max Spacing WA.fiAyFl ` w,.� 20'-0" Max )SES AT 24" 0.0; MAXIMUN SPACING, SOUTHERN Fort PieNrce Divieloi TRUSS 2Fop0 Pi.rv:D�ll"ay�onl' OR7RViAARUCAF IOOO)232-D000 (77214a4-a1 DO UNLEss SPECIFIED UN ENUINEEn's SMID DEWON, APPLY 1R4 7"-PMCE, DOn LENWII 6F wEO, ppN.LEY o,.6AlAE DPE.Rn NIB OMCC Cn ggETIEn •ATTAR ]ED Y/ttll IIJ DO% (O,IS9' 2,6 NNL9 AT 0' OC, ON CONTINUOUS IAIFM,(. DM01NU, EQUALLY SPAC FOR V ICAL VALLEY WEIR; ODTATER TIM 7'12 MA%INUI) VALLEY VEHIICA. HEIGHT MAY NOT CKOEEO 12'-O", TOP CHORD OF 7AUS2 OENEATH VALLEY HCr MUSE DE DMCED WOID 1'n0PlEaAill 0 F) ,TAdIlED, MTrD DIRAnuNO APPLIED PNon To VAUXY 7RU90 U43TAL 11 PUNUND AT 24" Pa. Oil AS OTHERWISE SPECIFIED DN EROINEERS' 2EALED DESIGN BY VALLEY TRUSSES USE" W UEU OF FURUN SPACIHO AS SPECIFIED ON Emmur R9' DEALED AE910N. IIAI1 ('•')dEN[A'TH TIk71VALLEY W MrMVRFD AIONO 711CO Ls OPE Of 1119 TOP HOPpllUDb (+•) WOOL SPANS IlAY, DE BUILT AS LONG AS 'R E VEHHQAL HEIOIH DOES nor ExOEED 12-0. DDTTOM WORD MAY DE SQUARE OR PITCHED GUr AS SHOWN. (2)12d SQUARE Our 9, CUT ('•JIVE IWl CAL CHORD iRu, V ILEY.. P b 01'TIONAL STUD 9eFnRla0.) END VERTICAL - 0 Con OPTIONAL HIP JOINT DE(AIL . FRAMING TO LL 20 20 PSF To DL 10• 15 PSF OC DL 10 10 PSF DC LL 00 OD PSF TJOTALUAU 40 40 PS F' � ,�L wlwl,.,( D= 1.25 1.26 cj SPF o HF DFL Lev �C j v SPF HF a, o „ SP [�7 DFL = SPF E 0 HF ' SP N DFL End -Fr Ss 0e°'• �u NO..e n...ee A nm"n 0 Group A 0ruup 01 group A I Oroup 0 110 11 umup u I ","ter •• I -.__,. _ , II SUP A SOUTHERN TRuss COMPANIES I � Ulr r UmL 'MUSS DUAIL NWIE91 In ttlnu REFIE>:tlntlN cRxmlA Is lJzdtl, ' Pna r' NF UPRmPsi, s RF,nAo0 A u.0m oUNNUOUWNUnonav l uw1E ENo auynP�Pm�lju ytlw FntlM h'—V , i' PT&LNuoVg111N10-o IrVmINNoNN 12 A Hall W I ry il oMUE Wall tad NMs. i PpR (11 Up. wE, 4CAU NNL9 AT R' • I ,o' FN Ztlq' anf{® ANu h on, aeiWEElI zoy®. arugual 9PAOE NAIl9 AT J UU. I 19' EN ,ZONM Axo 0' Do. 9EIWEEN ZONl9. M '"U" 'la M l� aE A MINIMUM of 0oX OF WED vErt• az� • se E� 7�N-u ina On Zxs LEB9TTINN 11'A� o'. BM( xni ��' �T� PFslf 9PUOE M7a HEELRPIATEa90 I REFER 'f0 CNARI' AUOVE FOR MAX WLE VERRCAL L" �I G1 - In T Fie0y0n b 001nII Irol Iho 101pomibliv or Vale ... I•.. I 1!Im. "mom Ir1011nd brim" NO Fort Pierce Ulvlslon ooppocpoOppNc011ono.sot InOi-or nn"m.'r ..... ..„„„„,....,-•- -,- Mmdmun Total Load 60 P5F 2Ono N. loop. HI hoey, doValO lot hondpng, Inlining k k0dng 0101 pile waroa ed cocd Imuel (IPQ. Furt Plere.. FIL 34091 Tmake 0n 10 DI 01101ed and loolonod H fmilmd In 01D01g111 mnl pplumb pmllbn (tico)za2-o9tl0 t,77x)ioi-iIUU Zhem no ohoolN l0 phed 101fi to Ih1 topp dlvA Ilny dro 6o DNccd m 5PACINO A7 2h" O.C. r...d7"91.1 a—aM,O p.. -n -I- r_...-_ .LA e. 1,�.A• •Ilh n"veno46 cup during :nc,-�al Ric, MINIMUM GRADE OF LUMBER Top Chord 2x4 BYP 02 or better Bolt Chord 2x4 SYP #2 or bolter Wahe 2x4 5YP J3 or batter HEFEH 70 SEALED DESIGN FOR DASHED PLATES SPACE PIGGYRACK VERTICALS AT 4' Da MAIL TNO N� T BOTTTO LM CCHObRANSPUCES MUST BE STAGGERED 50 THAT ONE SPLICE ATTACH PURLINS IDrITOP I��gqOFOFrIFAAT TOP CHORD. IF PICOYRACK Mr,Y BO EOMUEN OrFlFATH 71IE TOPOCI oRD of suPYdRIINo mU53. NEFEN TO ENGINEER'S SEALED DESIGN MR REQUIRED PURHN SPACING. 7165��DETAIL 19 APPLICABLE FOR 'ME FOLLOWIND YRND CCNnMONSr ;eD.=MPH WIND. 00' MFMI HOT. ASCE 7.10 CLOSED BIAS. LOCATED ANYWHERE W ROOF. 1 ML FROM COAST CAT 1. ExP a. WIND To Dtro Per. WMa no nL.. PSF 140 MPH WIND. 30' MEAN HGT. Fp C2010 YWHERE IN ENCLOSED DLOO. LOCATED ANROOF WIND TO DLO PSF, WIND BC DI-D Psr. WEB BRACING CHART WED LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE. Sp'CIES AS WED 7'0" TO 10' MEMBER, OR BETTER AND BD� LENGTH OF WED MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 'To BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB MEMBER. ATTACH WITFI 16d NAILS AT 4" O/C. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2x4 2.5x4 2.50 3x5 B 40 5x5 5x6 50 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 * ATFACH PIGGYBACK WITH B"xBx1/2" CDx PLYWOOD WITH 4—#6d NAILS IN EACH BOTH FACES a '4'-0" C.C. MAX. V V C1 r" r"r I r"l Emllon bracing Is rml The rnponsThl of hum dal➢ nor hen folukalo, penmK etecWfp ��lvu a mo Goal addcv Hgoniny racllva bracing KNch Is clap Ry71 and d7m(nabi; dming snallvn; and pvemimlml bmaing 21 rpWrIC oppgcagant Sce 11131—RI SW OM sheet Coam dolNn+ IN Im ellob Indanal 3 brol meld plala Mel Tm rn ms to be rucled and fmlened in fmlrmd In orb 111111 n7 shamIr0T; ftU/ to the Ill bell spload on the'grr 11Tmaer shall br at eM . mean to Raeal drmacm cog C Maximun Loading 55pnf at 1.33 Duration Factor 50pef at 1.25 Durallan Factor 47psd at 1.15 Duration Fuclor SPACING AT 24" O.C. L-BRACE DETAIL Nailing Pattern . L-Brace size Nail Sit- Nan Spacing ix4 orS 10d 2x4, 6, or 8 16d 8" O.C. Note: Nail along entire length of L-Brace. ' (On Two-Pfy's Nall to Both E6es): : ' '. "A. \ Web L-Brace must be same species grade (or better) as web member.• Note: L-Bracing to be used when continuous . lateral bracing is impractical. L-brace must cover g090 of web lengtk•• L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2�C3 or2x4 ix4 2 US '* 2x8 2x8 *• -DIRECT SUES T rLMON NOT ApurABI= L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web S¢e 1 2 2x3 or2x4 2x4 ,. Zx6 yS 2 2x8 - DIRECT SUSSTMMON NOTAP LICABL SCAB -BRACE -DETAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoirt (or T-Brace) is impractical. Scab must cover full length of web +1- 6". THIS DETAIL IS NOTAPUCABLE WHEN BRACING IS ^ REQUIREDATi/3•POINTS OR PSRACE IS*SPEGIt3ED:- APPLY 2x SCAB TO ONE FACE OF WEB XWM 2 ROWS OF 10d (3" X 0.131-1 NAILS SPACED V'O.C. SCAB MUST BE THE SAME GRADE, SIZE ANO SPECIES (OR BETTER) AS THE WEB. ' ' �\ MAXIMUM WEB AXIAL FORCE = 2500 Ihs MAXIMUM WEB LENGTH =•12'-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE. MINIMUM WEB GRADE OF43 Nzt7s� / Section Detall ®K Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / ]-Brace must cover 90% of web length. Note: This detail NOT to be used to totem T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size I NailSize- NalSpacing 1x4or1x5 1Dd I 8'o.n. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length-of•T-Brace I I -Beare. (On Two-Ply's Nall to Both Pries) . . alternate) position / Na is r t Ar i 1: { t } kAr Iva IVr � 11 �. ;t 5 Nails Section Detail T-Brace web alternate position Nails Web (-Brace Na1s/ SPACING T-BRACE Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Sze1 2, 2x3 or 2x4 1x4 (7 T-Brace 1x4 (') I -Br. 2x6 US (-) T-Brace 2x6 I -Brace 2x8 I2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2c4 T-Brace 12x4 I -Brace 2x6 2x8 T-Brace 2x6 I -Brace 2x8 12x8T-Brace 2xBI-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (7 NOTE If SP webs are used In the truss, U4 or US SP braces must be stress rated boards with design values that are equal to (or better) the truss web • design values. For SP truss lumber grades up to #2with IYL bracing material, use IND 45 for T-Bracce/I-Brao For SP truss lumber grades up to #I with lX bracing material, use IND 55 for T-Bracell Brea Job Truss Truss Type Qty Ply Avalon -WI -Cult Al ROOF SPECIAL 1 l Jab Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:52 Page: 1 I D:25Ys944?kmm12g5MnodCoyODM-HDcpRF7S E VWdXka6BJbzWJubF_A9af90Ro4_Ozeym I 280 1 P&15 0.S5 }lE I 73 1 1221 0. -t1 7 7-13 P1P5 St-15 28a SS15 a7-t 1 7.6-t2 SS4 Ut 0.}ta I 3&t2 &}6 Scale =1:80.4 Plate Offsets (X, Y):]7:0-2-8,0-2.4],[8:0-2-8,0-2-0],]18:0-5-12,0-1-8],]21:0-3-4,0-2-12],[22:0-2.8,0-3-0],[23:0-2-0,Edge],[25:0-2-0,0-0-8],[27:0-2-3,0-1-0],[29:0-2-3,0-1-0] Loading (Pat) Spacing 2-0-0 C51 DEFL in ([oc) WellUd PLATES GRIP TCLL(roof) f 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 14-16 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 SC 0.93 Vert(CT) -0.27 14-16 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.93 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FEC2D17/TPI2014 Matrix -MS Weight: 2911b FT=20% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP No.3 11; Exp C; End., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 cantilever left exposed; Lumber DOL=1.60 plate grip OTHERS 2x4 SP No.3 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 4) All plates are MT20 plates unless otherwise indicated. 2-2-0 oc pudins. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 5-11-5 oc chord live load nonconcurrent with any other live loads. bracing. Except: 6) Provide mechanical connection (by others) of truss to 2-2-0 oc bracing: 23-25 bearing plate capable of withstanding 4541b uplift at joint 10-0-0 oc bracing: 19-21 12 and 786 Ito uplift at joint 22. WEBS 1 Raw at midpt 7-18, 8-18, 6-22 LOAD CASE(S) Standard REACTIONS (lb/size) 12=1378/0-8-0, (min. 0-1-11), 22=297710-8-0,(min. 0-3-8) Max Horiz 22=228 (LC 7) Max Uplift 12=454 (LC 9), 22=786 (LC 8) Max Grav 12=1448 (LC 18). 22=2977 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=320/877, 34=-503/1359, 4-5=485/1485, 5-6=-575/1745, 6-7=-637/343, 7-8=521/345, 8-9=1344/561, 9-10=1840/679, 10-11=2036/660, 11-12=2267/686 BOTCHORD 2-26=-696/359, 25-26=696/359, 5-23=2531474, 22-23=13171658, 21-22=-881/667, 19-21=77/278, 6-21 =-79/310,18-19=825/643, 17-18=01729, 16-17=0/729, 15-16=219/1420, 14-15=219/1420, 12-14=-480/1939 WEBS 3-26=172/287, 3-23=668/319, 8-18=406/1553,7-18=202/132, g!// 8-19-1 6=-764/298, 8-16=378/564, 1;-14-7365/28195-22-565246, \\\\ �P---- 6-22=-2748815 ��\�� .'�\GENS` NOTES 1) Unbalanced roof live loads have been considered for this i/ p E�76�05 ` design. t 1 r� WWa STA ORID 01 Job Truss Truss Type Oty Ply Avalon-WI-Cusl AlA ROOF SPECIAL 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 132019 MiTek Industries, Inc. Mon Mar 0213:20:53 Pege:4 ID:25Ys9 ?4rrl2g5MnorlCoyOOrx-Ocjesx9im71Lr kVGPl32¢OFs2gfdVNSUIHB3Hzeyxu k 2-0-0 tN5 V5 }1d G114 }10.2 0.-ib 7- 13 6-10.5 6-1-15 2.0-0 54. 56. S&15 F7-1 7-2-12 }94 41S 4}te 3-e-12 BJd Scale=1:80.4 Plate Offsets (X, Y):[7:0-2-8,0-24],[8:0-2-8,0-24],[21:0-3-4,0-2-12],(22:0-2-8,0-3-0),[23:0-2-0,Edge),[25:0-2-0,0-0-8],[27:0-2-3,0-1-0],[29:0-2-3,0-1-0] Loading (psf) Spacing 2.0-0 1 CSI DEFL in (Ice) I/deft L/d PLATES GRIP TCLL (fool) 1 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) 0.11 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Verl(CT) -0.26 14-16 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.85 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 290 lb FT=20% LUMBER 2) Wnd: ASCE 7-10; Vult=i 60mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2 -Except' B2:2x4 SP No.3 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 cantilever left exposed ; Lumber DOL=1.60 plate grip OTHERS 2x4 SP No.3 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water pondin9. TOP CHORD Structural wood sheathing directly applied or 4) All plates are MT20 plates unless otherwise indicated. 34-0 oc pudins. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 5-11-7 oc chord live load nonconcurrent with any other live loads. bracing. Except: 6) Provide mechanical connection (by others) of truss to 2-2-0 cc bracing: 23-25 bearing plate capable of withstanding 45311, uplift atjoint 10-0-0 cc bracing: 19.21 12 and 783 lb uplift at joint 22. WEBS 1 Row at midpt 7-18, 8-18, 6-22 LOAD CASE(S) Standard REACTIONS (lb/size) 12=1378/0-8-0, (min. 0-1-11), 22=2977/0-8-0,(min. 0-3-8) Max Honz 22=224 (LC 7) Max Uplift 12=453 (LC 9). 22=783 (LC 8) Max Gmv 12=1462 (LC 18), 22=2977 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=321/877, 34=-503/1359, 4-5=485/1484, 5-6=575/1743, 6-7=-622/330, 7-8=510/331, 8-9=1349/554, 9-10=-18481677, 10-11=2043/658, 11-12=2275/684 BOT CHORD 2-26=696/359, 25-26=696/359, 5-23=-253/473, 22-23=13151657, 21-22=883/662, 19-21=78/268, 6-21=81/290, 18-19=830/638, 17-18=01762, 16-17=W762, 15-16=-21411424, 14-15=-214/1424, 12-14=479/1947 WEBS 3-26=172/287, 3-23=667/318, 6-18=412/1563, 7-18=297/135, 8-18=-783/291, 8.16=357/905, :M B / 9-16=-761/460, 9-14=182/563, ��• \'rQ __ L 11-14=-370/285. 5-22-574/253, \\ �,L � 6-22=-2736n10 \\ / \CENSF.\��ii NOTES 1) Unbalanced roof live loads have been considered for this / PE�O5 design. 1 J STA ////SS'/ONAi'ENG \��\ i Job Truss Truss Type Qty ply Avalon-WI-CUst A2 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 13 2019 MTek industries, Inc. Mon Mar 0213:20:53 Page:1 ID:25Ys9C47kmmi2g5MnonCoyODm.Dcjas im71Ln kVGP132 OFy2f5dTOSUIHB3Hzeyxu z2-0- 2-0-0 SS-16 <-SS }t-e Sit< 1$ 40.0 6-0i 668 S]-5 Us- iI tL 1-1-0 510.3 1.9.1 ]iA Scale=1:78.2 Plate Offsets (X, Y): [8:0-3-0,Edge], [9:0-6-0,0-2-8], [74:0-5-9,0-0-1], [21:0-3-0,0-2-12], [22:0-2-8,0-3-0], [23:0-2-0,Edge], [25:0-2-0,0-0-8], [27:0-2-3,0-1-D] Loading (psf) Spacing 2-0-0 CSI DEFL in (Ice) Ildell Ud PLATES GRIP TCLL(mof) i 20.0 Plata Grip DOL 1.25 TC 0.74 Vert(LL) -0.18 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.45 15-17 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 14 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 2911b FT=20% LUMBER 2) Wind:ASCE7-10;VuI1=160mph(3-secondgust) TOP CHORD 2x4 SP No.2 *Except* T6:2x4 SP M 31 Vasd=124mph; TCDL=5.opst BCDL=5.0psF, h=16f1; Cat BOT CHORD 2x4 SP No,2 *Except' B2:2x4 SP No.3 11: Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 cantilever left exposed ; Lumber DOL=1.60 plate grip SLIDER Right 2x8 SP DSS-2-6-0 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 4) This truss has been designed for a 10.0 psf bottom 3-9-10 oc pudins. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 5-8-9 oc 5) Provide mechanical connection (by others) of truss to bracing. Except: bearing plate capable of withstanding 406 Ib uplift at joint 2-2-0 oc bracing: 14 and 779 lb uplift at joint 22, 10-0-0 oc bracing:: 19-2 19-21 LOAD CASE(5) Standard WEBS 1 Row at midpt 10-17, 6-22, 7-18, 9-18 REACTIONS (Ib/size) 14=1211/0-9-12, (min. 0.1-8), 22=2940/0-8-0, (min. 0-3-8) Max Honz 22=239 (LC 8) Max Uplift 14=-406 (LC 9), 22=779 (LC 8) Max Grav 14=1287 (LC 18). 22=2940 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=321/876, 3-0=505/1363, 4-5=-487/1488, 5.6=-575/1745, 6-7=-572/361, 7-8=-251/191, 8-9=-96/330, 9-10>1097/475, 10-11=-1605/602, 11-12=1692/587, 12-13=1867/635 BOT CHORD 2-26=696/358, 25-26=-696/358, 5-23=2461464, 22-23=13181658, 21-22=-913/638, 19-21=70/280, 6-21=-71/318, 18-19=859/615, 17-18=43/899, 16-17=295/1338, 15-16=295/1338, 14-15=-462/1568 WEBS 3-26=173/288, 3-23=671/319, 9-17-185/643, 10-17=657/364, 10-15=56/397, 5-22-566/250, 6-22=2703/694, 18-29=307/132, \,\V� P� lNI 84 7-29=307/131, 6-18-375/1543. 9-18=801/291 `\�`� '�\GENSF• NOTES Unbalanced roof live loads have been considered for this / P E 17605 k\1 design. * 1 I — .L�. -O 1k STA / Job Truss Truss Type Qry Ply Avalon-WI-Cust A3 Roof Special 1 1 Job Reference (optional) Soumem Truss. FL Pierre, FL. 34951 Run: 8.31 S Aug 13 2019 Pdnt 8.310 S Aug 132019 MTek Industries, Inc. Mon Mar 021320:54 Page: 1 I0:25Ys9447kmmi2g5MrwdCoyODmx oHy3G9KKR=BJhp7GIbSXQRS7KM7%Mj01 lbizeyxt 5 s- 2-0a 59-15 455 11A 6114 }11J 13 4-0-0 10.5 0.7. 2AM 14 6X5• '1" ]-0 S415 0.7-1 &1-0 1-11-0 S11J laga 0.7J 2-10.s Style=1.72.1 Plate Offsets (X, Y): [9:0-2-8,0-24], [12:0-3-8,0-3-0], [15:0-24,0-2-0], [79:0-4-0,0-1-8], [22:0-34,0-2.12], [23:0-2-0,0-3-0], [24:0-2-0,Edge], [26:0-2-0,0-0-8], [28:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) I/dell Ud PLATES GRIP TCLL (roof) d 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(ILL) -0.07 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.16 17-19 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.67 Horz(CT) -0.05 34 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 299 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B2,B7:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. Except: 2-2-0 oc, bracing: 24-26 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 7-19, 8-19, 9-17, 6-23 REACTIONS (lb/size) 23=2785/0-8-0, (min. 0-3-5). 34=898/0-5-0. (min. 0-1-8) Max Hcriz 23=366 (LC 8) Max Uplift 23=-752 (LC 8), 34=316 (LC 9) Max Grev 23=2785 (LC 1), 34=987 (LC 1B) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=321/876, 34=505/1363, 4-5=487/1489, 5-6=57411746, 6-7=422/283, 7-8=433/275, 8-9=704/357, 9-10=1072/482, 10-11=1092/373, 11-12=784/246 BOT CHORD 2-27=695/358, 26-27=695/358, 5-24=240/466, 23-24=1319/659, 22-23=931/503, 20-22=50/269, 6-22=48/294, 19-20=877/484, 18-19=1501626, 17-18=150/626, 10-15=297/227, 14-15=259/817 WEBS 3-27=173/288, 3-24=672/320, 7-19=-329/123, 8-19=683/347, 8-17=-132/281, 9-17=3131160, 15-17=1447716, 9-15=-256/526, 11-14=803/324, 12-14=339/1088, 5-23=563/240, 6-23=2558/643, 6-19=355/1404, 12-34=-1008/323 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=S.Opst BCDL=5.Opsf; h=16ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capauty of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 752 lb uplift at joint 23 and 316 lb uplift at joint 34. LOAD CASES) Standard �IGENSF��[�/i PE�7605��,,I//,,rr A A T /�//SS�ONAL'ENG \\\\ Job Truss Truss Type Oty Ply Avalon -WI -Gust A4 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierre, FL, 34951 Run:8.31 S Aug 132019Print 8.310S Aug 132019MiTeklndustnes, Inc Mon Mar 021320:54 =—, Page.1 ID:25Ys9441kmmi2g5MnorlCoyODmx oHy3G9KKRtCOBJhp7Glb9xPOS7LMx bj0/lbjzeyA I ffi aN52 I OT_e5 I it I W74 1Tl inn,c I ant. I 'NM4 1 eacn I 2dO SS15 0.5-5 11A� 5-]i 1<d l<-O.OI 47-15 0.a-0� }].a� SS9 it-t4t510.�3a ]t s-s-ts a]-t t-0am%o-e ]-t-0 toes a}s }io4 1-2- a�a alas 8 Scale=1:72.1 Plate Offsets (X, Y): 26:0-2 .0-2-0e][ :0-3 2-00-0]-8], [3 -5-4.0-208)-0[' 1:0-2-8,0-2-41, [12:0-5-4,0-2-8], [13:0.3-0.0-3-0]. [16:0-24,0-2-0), [21:0-4-0,0-1-8), [24:0-34,0-2-121, [25:0-2-0,D-3-0), Loading f (psf) Spacing 24-0 CSI DEFL in ('cc:) 1/deg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.06 21-22 >999 240 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.15 21-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.04 36 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2931b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B2,B7:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-2 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except 6-0-0 cc bracing: 2-29,28-29 5-0-14 cc bracing: 21-22. 2-2-0 cc bracing: 26-28 10-0-0 cc bracing: 22-24, 16-18 WEBS 1 Row at midpt 8-21, 10-21, 6-25 REACTIONS (Ib/size) 25=2794/0-8-0, (min. 0-3-5), 36=91710-5-0,(min. 0-1-8) Max Hertz 25=386 (LC 8) Max Uplift 25=729 (LC 8), 36=311 (LC 9) Max Grav 25=2794 (LC 1), 36=1020 (LC 18) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=321/877, 34=-505/1363, 4-5=487/1488, 5-6=571/1743, 6-7=465/246, 7-8=383/253, 8-9=383/253, 9-10=510/230, 10-11-923/344, 11-12=1087/344, 14-36=-214/849, 13-38=214/849 BOTCHORD 2-29=696/359, 28-29=696/359, 5-26=237/465, 25-26=1317/657, 24-25=924/452, 22-24=38/278, 6-24=-31/312, 21-22=873/436, 20-21=228/831, 19-20=-228/831, 15-16=284/960, 14-15=283/962 WEBS 3-29=174/288, 3-26=-670/318, 6-21=-395/1449, 8-21=396/206, 10-21=709/289, 16.19=-214/827, 10.16=70/252, 12-14=1158/335, 5-25=582/253, 6-25=2555/607, 13-36=1033/315 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Bearing atjoint(s) 36 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 Ito uplift at joint 25 and 311 to uplift at joint 36. LOAD CASE(S) Standard NOTES - - —....: _-.... _ . 1) _Unbalanced roof live loads have been considered for this tlesign.�` \\\\\\\tM Br////� \�<Q \GEN&F.?" PE�605 \ =_ r Al r I ro t\ STA -10 0N I I lE �G \\\\ 5 Job Truss Truss Type Oty, Ply Avalon -WI -Gust A5 Roof Special 1 1 Job Reference (optional) Southern Truss. Ft Pierce, FL, 34951 _ Run: 8.31 S Aug 132019 Pnnt 8.310 SAug 132D19 MTek Industnes, Ina Mon Mar 0213:20:54 —E2ge: 1 ID: 25Ys9447kmrni2g5MnodCoyODm41oHy3G9XXRICOBJhp7Glb9x02S70M7Pb]011bjzeyxt 2-0a SS}N 15 0.S5 N-0 68a 0.] s-15 3a5 ]-Sa ]A h7- 5x5= 11 10.IDaU 5315 4]-1 4- 110.12 1611a1 17 }p.5 ]-SA Scale=1.72.1 Plate Offsets (X, Y): 27 0-2-3,0-1 0][8.0 2 8,0-2-4), [9:0-54,0-2-8], [11:0-3-8,0-3-0], [12:0-3-0,0-D-0], [13:0-2-12,0-2-8], [21:0-3.4,0-2-8], [22:0-2-0,0-3-0], [23:D-2-0,Edge], [25:0-2-0,0-0-8], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(ILL) -0.11 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.04 33 n/a n/a BCDL 10.0 Code FBC2o77/TPI2o14 Matrix -MS Weight 298lb FT=20% LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP ND.2 chord live load nonconcument with any other live loads. BOT CHORD 2x4 SP ND.2 *Except' B2,B5,B7:2x4 SP N0.3 5) Bearing at joint(s) 33 considers parallel to grain value WEBS 2x4 SP No.3 using ANSI/TPI 1 angle to grain formula. Building OTHERS 2x6 SP No.2 designer should verify capacity of bearing surface. BRACING 6) Provide mechanical connection (by others) of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 706 lb uplift at joint 3-10-11 oc pudins, except end verticals. 22 and 319 Ib uplift at joint 33. BOT CHORD Rigid ceiling directly applied or 5-3-2 oc LOAD CASE(S) Standard bracing. Except 2-2-0 oc bracing: 23-25 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-18, 8-16, 6-22 REACTIONS Qb/size) 22=2786/0-8-D, (min. D-3-5), 33=89810-5-0, (min. 0-1-8) Max Horiz 22=393 (LC 8) Max Uplift 22=-706 (LC 8), 33=319 (LC 9) Max Grav 22=2786 (LC 1), 33=1020 (LC 18) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=323/877, 34=-039/1361, 4-5= 28/1486, 5-6=461/1728, 6-7=215/315, 7-8=-648/274, 8-9=788/250, 9.10=1067/326, 10-11=1091/337 BOT CHORD 2-26=697/359, 25-26=697/359, 5-23=153/457, 22-23=1309/651, 21-22=942/211, 18-19=-908/203, 15-16=289/973, 10-13=-457/276 WEBS 3-26=0/289, 3-23=663/314, 6-18=270/1560, 7-18=1183/277, 7-16=221/948, 9-16=555/216, 13-15=240/993, 9-13=116/263, 11.13=36611195, 112=22=-2478/569, 331029/323 (�ll B� NOTES 11 unbalanced root live loads have been considered for this \\\�� \GENS`F�\��/� design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) \ / P E 76 \� Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat / —1 --05 II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); f l Lumber DOL=1.60 plate grip DOL=1.60 - '""- _ •" -- - `*'�� / -- ��J 3) Provide adequate drainage to prevent water Fording. t /�//Ss ONA i 1ENG \�\\ Job Truss Truss Type Qty Ply Avalon -WI -Gust Ail Roof Special 1 1 Job Reference (optional) Southern Truss, FL Punce, FL. U951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132D19 MiTek Indusldes, Inc. Mon Mar 0213:20:54 page:l ID:25Ys9447kmmi2g5MnodCoyODmz oHy3GgKKRtCOBJhp7GIbgMES77M_Cbj011b)zeyx1 _+2pp_ W,55 W ,Nit CM1 z.oa I ss-ss I ass 1 >-ta I r <� as.e sza I a7:is Us- b4u 5.8. 11-f b3d48--0'�a sza �& ss-ts a7-t 11.oel —� z-sal—sou I as11 I� Scale =1:72A Plate Offsets (X, Y): [22 0-2-0,0-3-0][723 0 2--,Edge],:[25:0-2-0,0]0[10:0-7 0-2-3,0l1[0].0-3-0,0-3-0],[12:0-1-12,0-2-0],[13:0-6-4,0-2-12],[18:0-2-8,0-2-0],[21:0-3-4,0-2-12], Loading r (psf) Spacing 2-0-0 CSI DEL In (loc) "de' Ud PLATES GRIP TCLL (mof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.20 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1 1.25 BC 0.99 Vert(CT) -0.40 12-13 >812 180 BCLL 0.0 Rep Stress Incr YEB WE 0.74 Horz(CT) 0.05 33 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2781b FT=20% LUMBER TOP CHORD 2x4 SP N0.2'Except* T5:2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except* B2,B5,B7:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 cc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-8-1 cc bracing. Except: 2-2-0 cc bracing: 23-25 10-0-0 oc bracing: 19-21, 13-15 WEBS 1 Row at micipt 9-18, 10-12. 6-22 REACTIONS Qb/size) 22=279410-8-0, (min. 0-3-5), 33=91710-5-0,(min. 0-1-8) Max Hariz 22=343 (LC 8) Max Uplift 22=-762 (LC 4). 33=288 (LC 9) Max Grav 22=2794 (LC 1), 33=1050 (LC 18) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=322/877, 3-4=505/1362, 4-5=-501/1487, 5-6=572/1734, 6-7=-529/188, 7-8=-501/179, 8-9=501/179, 9-10=1645/458, 12-33=118i/50, 11-33=118050 BOT CHORD 2-26=-697/359, 25-26=697/359, 5-23=-230/460, 22-23=1312/652, 21-22=-914/384, 19-21=-27/259, 6-21=13/282, 18.19=872/368, 17-18-175/840, 16-17=1751840, 10-13=505/315, 12-13=361/1463 WEBS 3-26=174/289, 3-23=666/315, 6-18=-463/1539, 8-18=467/263, a.18=693/170, 13-1 6=1 05180 1, 10-12=1444/344, 5-22=618/287, 6-22=25271719, 9-13=310/1004, 11-33=1072/297 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parting. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 33 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should ve ify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift atjoint 22 and 2881b uplift atjoint 33. LOAD CASE(S) Standard ]r 7 PE_L76_05 �\ STA <ORIDPelo Job Truss Truss Type Oty Ply Avalon -WI -Gust A7 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 132019 MiTek Indus nes, Inc. Mon Mar 0213:20:55 Page:1 ID:25Ys944?kmmi2g5MnodCoy00m-9?rKHcAyli?2?Lu NgoXSMTXjsMg5POWml7Azeyxs 32-3 2 32 15 2-0-0 5315 4+a5 W6 ]-40 7i-0 3-&4 0413 7-1-1 0-10-14 545= 3na- Us. 1110V-0a-0 5 59-15 47-1 1-0��.�0�5 7-2-11 1-10.s 5112 111-12 ]S-a ..g Scale=1:72.1 Plate Offsets(X, Y): 26:0-2-3,0 1-0][8.0-2-8,0-2-4],[11:0-3-0,0-3-0],[12:0-2-4,0-2-0],[13:0-4-0,0-24],[18:0-2-12,0-1-8],[21:0-2-0,0-3-0],[22:0-2-0,Edge],[24:0-2-0,0-0-8], Loading TCLL (roof) TCDL BCLL BCDL i (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frPI2014 CSI TC 0.98 BC 0.95 WB 0.85 Matrix -MS DEFL in Vert(LL) -0.11 Vert(CT) -0.25 Horz(CT) -0.08 (loc) Well L/d 12-13 >999 24do 12-13 >999 180 32 n/a n/a PLATES GRIP MT20 244/190 Weight: 266 Ib FT=20% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat BOT CHORD 2x4 SP No.2 *Except' B2,B6:2x4 SP No.3 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 *Except* W14:2x4 SP No.2, cantilever left exposed ; Lumber DOL=1.60 plate grip W7:2x4 SP M 31 DOL=1.60 OTHERS 2x6 SP No,2 3) Provide adequate drainage to prevent water ponding. BRACING 4) This truss has been designed for a 10.0 psf bottom. TOP CHORD Structural wood sheathing directly applied, 5) chord live load nonconcument with any other live loads. Bearing atjoinl(s) 32 considers parallel to grainvalue BOT CHORD except end verticals. Rigid ceiling directly applied or 6-0-0 oc using ANSI/TPI 1 angle to grain formula. Building bracing. Except: designer should verify capacity of bearing surface. . 2-2-0 cc bracing: 22-24 6) Provide mechanical connection (by others) of truss to WEBS 1 Row at midpt 7-18, 10-12, 6-21 bearing plate capable of withstanding 8451b uplift at joint 21 and 274 lb uplift at joint 32. REACTIONS (lb/size) 21=2779/0-8-0, (min. 0-3-4), LOAD CASE(S) Standard 32=901/0-5-0, (min. 0-1-8) Max Horiz 21=293 (LC 8) Max Uplift 21=-845 (LC 4), 32=274 (LC 9) Max Grav 21=2779 (LC 1), 32=1040 (LC 18) FORCES (Ib) - Max. Camp./Max. Ten. -All forces 250 (Ili or less except when shown. TOP CHORD 2-3=-322/876, 3-4=506/1364, 4-5=502/1489, 5-6=569/1709, 6-7=299/948, 7-8=979/290, 8-9=1694/469, 9-10=1712/411, 12-32=144/811, 11-32=144/811 BOTCHORD 2-25=-695/359, 24-25=695/359, 5-22=-205/396, 21-22=-1317/653, 20-21=1051/425, 17-18=200i ' 16-17=200 713, 15-16=-200/713, 1.2-13>394/1590 WEBS 18-20=393/1391, 6-20=293/1148, ' 3-25=174/289, 3-22-671/315,7-18�1697/52 BS 8-13 3031890810-13=973/2 915=-147/568, 10-12=1575/383, 5-21=507/272, \\\\2\\�P�IM \GEN 6-21-2278(715, 11-32-10821290 \ NOTES ` / P E �7605 1) Unbalanced roof live loads have been considered for this 1 I design. — k;ty` STA \ 0\ORIGP �///SS�ONAi'E•NG \\\\ Job Truss Truss Type Cry Ply Avalon-Wl-Cu9l A9 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, U951 Run: 8.31 S Aug 132019 Pnnt 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:55 Page: 1 ID:25Ys944?kmmi2g5MnadCoyODm.9?rKHCAyll?27LUINgoX8MTbisLe5R2k ml7Azeyxs 2-0a 5315 4S5 11A 611d 1b0 440 61-11 51-11 a+9 2-0a 5x5= Vi t1- M5 4b1 1 Ad ]-1-a 111-0 1-7A 6eR 1 26-9 &S> Scale=1:80.4 Plate Offsets (X, Y): [8:0-3-8,0-34], [9:0-6-0,0-2.8], [13:0-0-11,0-0-10], [22:0-3-4,0-2-12]. [23:0-2-8,0-3-0], [24:0-2-0,Edge), [26:0.2-0,0-0-8], [28:0-2-3,0-1-0], [30:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in goc) Vdeg Ud PLATES GRIP TCLL (roof) l 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.17 15-17 .999 240 MT20 244/190 TCDL 16.0 LumberDOL 1.25 BC 0.97 VerhCT) -0.42 15-17 -946 180 BCLL 0.0 Rep Stress lncr YES WB 0.72 Horz(CT) 0.05 13 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 290 lb FT=20% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 cantilever left exposed; Lumber DOL=1.60 plate grip WEDGE Right: 2x4 SP No.3 DOL=1.60 BRACING 3) Provide adequate drainage to preventwater pending. TOP CHORD Structural wood sheathing directly applied or 4) All plates are MT20 plates unless otherwise indicated. 3-5-5 oc pudins. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 2-2-0 cer chord live load nonconcurrenl with any other live loads. bracing. Except: 6) Provide mechanical connection (by others) of truss to 2-2-0 oc bracing: 24-26 bearing plate capable of withstanding 783 Ib uplift at joint 10-0-0 oc bracing: 20-22 23 and 477 Ib uplift at joint 13. WEBS i Row at midpt 7-19, 10-17, 6-23, 9-19 LOAD CASES) Standard REACTIONS (Ib/size) 13=1378/0-8-0, (min. 0-1-11), 23=2977/0-8-0,(min. 0-3-8) Max Hertz 23=224 (LC 7) Max Uplift 13=477 (LC 9), 23=783 (LC 8) Max: Grav 13=1452 (LC 18). 23=2977 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-321/877, 34=-505/1363, 4-5=487/1488, 5-6=-575/1745, 6-7=608/376, 7-8=453/313, 8-9=510/340, 9-10=1130/489, 10-11=1937/676, 11-1 2=1 956/648, 12-13=22571733 BOTCHORD 2-27=696/358, 26-27=696/358, 5-24=2481463, 23-24=1318/657, 22-23=908/674, 20-22=77/279, 6-22=791316, 19-20=-855/651, 18-19=01931, 17-18=0/931, 16-17=267/1446, 15-16=26711446, 13-15=518/1929 WEBS 3-27=173/288, 3-24=671/319, 6-19=-37771577,7-19=291/123, 9-17=-2091695, 10-17=762/398, 5-23=�t -567/252, 6-23-2735/7050 9-19=-864/316 NOTES 1) Unbalanced roof live loads have been considered for this _ PE �1 design. 7605 I ) I I STA y c 0;ONq ENG?\\\\ Job Truss Truss Type Oty Ply Avalon -WI -Gust AID Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Pnnc 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Mar 0213:20:55 _ I Page: 1 ID:25Ys944?kmmi2g5MnodCoyOOmx 9?rKHcAylI72?LutNgoX8MTYesOr5Pmkx2n17Azeyxs 26o i2-14 5-0-0 5-0S S99 17J 0.-13 4k� BAJ 847-13 2-W 52-14 Oda S11 10.t3 7£ 11-15 &7-13 Scale = 1:79 Plate Offsets (X, Y): [9:0-3-0,0-2-8], [10:0-4-0,0-3-4], [18:0-1-8,0-2-8], [20:0-2-3,0-1-0], [22:0-2-3,0-1.0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) F 20.0 Plate Grip DOL 1.25 TO 0.92 Vert(LL) -0.22 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.45 16-18 >912 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 273 lb FT=20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 7641b uplift atjoint BOT CHORD 2x4 SP No.2 18 and 49916 uplift atjoint 11. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at mitlpt 8-16, 10-15 WEBS 2 Rows at l/3 pts 6-18 REACTIONS (fib/size) 11=1514/0-8-0, (min. 0-1-13), 18=2796/0-11-5,(min. 0-3-5) Max Horiz 18=224 (LC 6) Max Uplift 11=499 (LC 9), 18=-764 (LC 8) Max Grav 11=1542 (LC 18), 18=2796 (LC 1) FORCES (to) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=289/851, 3-4=-474/1208, 4-5=/54/1349, 5-6=-429/1354, 6-7=-835/437, 7-8=854/422, 8-9=1270/575, 9-10=-1559/562, 10-11=2388/736 - BOTCHORD 2-19=-680/344, 18-19=-680/344, 17-18=56/443, 16-17=56/443. 15-16=58/1116, 14-15=-494/2021, 13-14=494/2021, 11-13=494/2022 WEBS 7-16=246/506, 8-16=10141480, 9-15=71315, 10-15=-865/433, 10-13=0/348, 5-18=-348/257, 6-16=-204/900, 6-18=-2402/548, 3-18=-528/279, - 8-15=-162/408 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. \• L / 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip �� \CENS DOL=1.60 3) Provide adequate drainage to prevent water pending. )� PE�7605 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom — chord live load nonconcurrent with any other live loads. -lot STA i x •�{v.�fJ iCV� AlCORIDP'� IIL,�NG \\\\ Job Truss Truss Type Oty Ply Avalon-WI-Cusl A10A Roof Special 1 1 I Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.318 Aug 132019 Print 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:56 Page:1 ID:25Ys944?kmmi2g5MnarlCoyODrx-9?rKHCAyll?2?LutNgoX6MTaosM 50pkx2m17Azeyxs I 2-0-0 &9-14 6-9-1 &9-1 57-3 0 13 4-0-0 7-2-e 7.5-7 2-0 66- 6t 11 6-9-1 &9-1 i 9E-0 1 1 7-0 7-57 Scale =1:79 Plate Offsets (X, Y):[8:0-2-8,0-2-4],[11:0-0-11,0-0-10],118:0-1-12,0-1-8],[20:0-2-3,0-1-0],122:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL In (too) I/de8 L/d PLATES GRIP TCLL(roof) f 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.49 14-16 >921 180 BCLL 0.0 Rep Stress Incr YES WB o.79 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2621b FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T5:2x4 SP M 31 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 9-14, 7-16 REACTIONS (lb/size) 11=176610-8-0,(min. 0-2-1), 19=2543/0-11-5,(min. 0-3-0) Max Hcriz 19=224 (LC 6) Max Uplift 11=549 (LC 9), 19�695 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-358/975, 3-4=-1242/381, 4-5=-1052/409, 5-6=-1510/562, 6-7=-1477/536, 7-8=-1889f700, 8-9=-2226/707, 9-10=2678/861, 10-11=-2904/858 BOTCHORD 2-19=-765/395, 18-19=765/558, 17-18=171/1067, 16-17=171/1067, 15-16=297/1914, 14-15=-297/1914, 13-14=-622/2494, 11-13=-622/2494 WEBS 8-14=101/587, 9-14=-703/376, 9-13=0/258, 3-19=-2347/738, 6-16=-293/818, 7-16=-1107/510, 5-18=845/262, 3-18=-408/2014, 5-16=141/342 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seoond gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to - "`- bearing plate capable of withstanding 695 lb uplift atjgint F 19 and 54916 uplift at joint 11. GENSF.�� PE �76_05 % I STA ORI 11 Job Truss Truss Type Cry Ply Avalon -WI -Gust A10B Roof Special 1 1 Job Reference (optional) Southern Truss. FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 5 Aug 13 2019 MITek Industries, Inc. Man Mar 0213:20:56 Page:1 ID:25Ys9447kmmi2g5MnadCoyOOm4BPiUyBa227vdvr4xYJmgaOjFGk6gs u4Mtgaeyw 2_0 1 tH44 l 7s 1 ]-&1i I 7- H aao aae 1 Fs7 1 '� 4-0-0 sn 7Ra 7atz 7a12 60.1e ss� Scale =1:79 Plate Offsets(X, Y):[3:0-34,0-1-8],[8:0-2-8,0-24],[11:0-5-7,0-0-14],[18:0-4-12,0-1-8],[20:0-2-3,0-1-0],[22:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.16 13-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.39 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wnd(LL) 0.17 13-15 >999 240 Weight: 259 lb FT=20% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T3,T5:2x4 SP M 31 BOT CHORD 2x4 SP N0.2 -Fxcept' B3:2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direc8y applied or 6-0-0 oc bating. WEBS 1 Row at midpt 5-16, 7-16 REACTIONS (lb/size) 11=1894/0-8-0, (min. 0-1-9). 19=241610-11-5,(min. 0-2-14) Max Horiz 19=-224 (LC 6) Max Uplift 11=-574 (LC 9), 19=661 (LC 8) - FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=255/743, 34=1856/484, 4-5=1639/502, 5-6=1869/827, 6-7=1851/587, 7-8=2553/830, 8-9=2954/938, 9-10=2969/910, 10-11=3195/937 BOT CHORD 2-19=579/309, 18-19=579/375, 17-18=344/1558, 16-17=344/1558, 15-16=47412560, 14-15=43112263, 13-14=431/2263, 11-13=-700/2762 WEBS 7-15=328/186,3-18=472/2251, 3.19=-22597719, 5-18=5721234, 6-16=-291/1020, 7-16=1 32315 50, 8.15=-128/570, 8-13=200/556, 10.13=391/307 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=S.Opsf, BCDL=5.0psf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);Lumber DOL=1.60 plate gnp 3) Provide adequate drainage D nageopreventGENS water ponding. \ �� \��`��/// 4) All plates are MT20 plates unless otherwise Indicated. PE �7605 5) This truss has been designed for a 10.0 psf bottom 1 ) 1 chord live load non concurrent with any other live loads. 6) ProvlFmbcFianical connection (by others) of truss to bearing plate capable of withstanding 661 lb uplift at joint STA 19 and 574 lb uplift atjoint 11. •• - 'r jO �� JJ i•,L,w �<OtRoIDP: <G�\ /////�/SSz�NA11�NG?\\\ 12 Jab Truss Truss Type Oty Ply Avalon-Wl-Cusl All Roof Special 1 1 Job Reference (optional) Southem Truss, Ft Pierce, FL, U951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industnes, Inc. Mon Mar 0213:20.56 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODm.dBPiUyBa227vdVr4xYJmga0kxGkAgq-uAiWg¢eyxr 2. 65-15 63-1 6-1isa2A &3J 13 4-00 S0.0 S&D 2-6L Lou Lau L4. L4 b4. 1" }19d 4}6448-0 4-0-0 Ws4411 }1-12 Jid 2-21 1 12 10.12 940 4-00 .t 2-1�- 2-11-0 i Scale=1:80.4 Plate Offsets (X, Y): [6:0-2-8,0-24], [7:0-3-8,0-24], [8:0-2-8,0.2-12], [9:0-2-8,0-2-4], [11:0-5-11.0.0-14], [16:0-2-D,0-1-8], [21:0-2-3,0-1-D], [23:0-2-3,D-1-0] Loading € (psf) Spacing 2-0-0 CSI DEFL in Qoc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.17 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.38 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB D.99 Horz(CT) 0.12 It n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 306 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2'ExcepV T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2'Except' B3:2x4 SP M 31, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17. 7-17 JOINTS 1 Brace at Jt(s): 13 REACTIONS (lb/size) 11=1929/0.8.0, (min. 0-1-10), 20=2380/0-8-0,(min. 0-2-13) Max Horiz 20=211 (LC 7) Max Uplift ll=-574 (LC 9), 20=639 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-343/844, 34=1920/471, 4-5=1738/497, 5-6=1975/610. 6-7=1675/580, 7-8=2750/844, 8-9=2531/808, 9-10=2886/846, 10-11=3263/918 BOTCHORD 2-20=-662/381, 19-20=227/809, 18-19=351/1709, 17-18=351/1709, 16-17=213/1778, 15-16=621/2973, 14-15=-621/2973, 13-14=693/2828, 11-13=-693/2828 WEBS 3-19=151/1087, 5-19=457/166, 6-17=-230/609, 8-14=775/214, 9-14=-236/984, 3-20=251I 776, 10-14=385/232, 7-17=524/274, 7-16=-435/1270, 8-16=11781552 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=S.Opsh BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed Umber DOL=1.60,plate grip DOL=1.60 3)_ Provide adequate dFAnage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This Cuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 639 lb uplift at joint 20 and 574 lb uplift at joint 11. LOAD CASE(S) Standard \�0\\1 .I✓II / ///// PE,�6O5\I STA ORIOP.'\��\�� 70NAi,ENG \��\ 0991 Job Truss Truss Type Oty Ply Avalon -WI -Gust Al2 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 132019 Print 8,310 SAug 132019 MiTek Industries. Inc. Mon Mar 0213.20:56 Page: 1 ID:25Ys944?kmml2g5MnodCoyODr-dSPiUyBa227vdVr4xYJmga0lzGohgrMu Wrg=eyxr 11 4d-0 6ao B+e 68a ad-e 4-0-0 9-8-0 5.5- G.B. ,,, er Is2-q 1-v H ..,,, Y-UU 6d-0 Sie 11-12 0+0 1-b12 �*' 4-0D� 664 Scale=1:79.2 Plate Offsets K Y): [6:03-0,0-2-8), [7:0-5-8,0-2-4], [8:0-2-8,0-2-12], [9:0-3-0,0-2-8], [10:0-2-0,0-1-8), [11:Edge,0-3-8], [12:04-8,0-1-12], [15:0-64,0-3-e], [79:0-3-8,0-1-6], [21:0-2-3,0-1-0] Loading TCLL(roof) TCDL BCLL BCDL (psf) 1 20.0 15.0 0.0 10.0 Spacing Plate Grip DOL LumberDOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CS' TC 0.82 SC 0.53 WS 0.90 Matrix -MS DEFL in Vert(LL) -D.22 Vert(CT) -0.56 Hom(CT) 0.14 (loc) Well Ud 15-16 >999 240 15.16 >864 180 11 n/a n/a PLATES GRIP MT20 244/19D Weight: 283 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 Pat bottom TOP CHORD 2x4 SP No.2 *Except T4,T6:2x4 SP M 31 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP M 31 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3'Except' W13:2x4 SP No.2 7) Provide mechanical connection (by others) of truss to OTHERS 2x4 SP No.3 bearing plate capable of withstanding 48511b uplift at joint BRACING 11 and 615 Ib uplift at joint 20. TOP CHORD Structural wood sheathing directly applied, LOAD CASE(S) Standard except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-16. 7-17. 9-12 REACTIONS (Ib/size) 11=1787/ Mechanical, (min. 0-1-8), 20=2393/0-8-0,(min. 0-2-13) Max Horiz 20=200 (LC 8) Max Uplift 11=-485 (LC 9), 2O=615 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2871711, 3-4=1846/407, 4-5-1750/423, 5-6=-2023/542, 6-7=1719/519, 7-8=2403/624, B-9=3448/967, 9-10=2224/594, 10-11=1705/522 BOT CHORD 2-20=-562/304, 19-20=562/431, 18-19=324/1566, 17-18=324/1566, 16-17=249/2051, 15-16=764/3482 WEBS B-15=659/227, 3-20=2254/660, 3-19=-455/2268, 5.19=-670/230, 5-17=139/266, 6-17=-121/506, 7-16=-190/940, 8-16=-1639/612, 7-17=-636/217, 9-12=-1297/384, 10-12=345/1782, 12-15=461/2112, 9-15=-518/2373 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=S.Opsf; BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. PEaI051,1 \ STLA/ //;/70NA i M\\\\X 14 Job Truss Truss Type Oty Ply Avalon-Wl-Gust A13 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierre, FL., U951 Run:.8.31 S Aug 132019 Prinb 8.310 S Aug 132019 MITek Industries. Inc. Mon Mar 0213:20:56 Pegs:1 ID 25Ys9449kmmi2g5MnorlCoyODmx BPiUyBa227vdVf4xYJmga0mgGmjgmu iV gczeyxr 3L0 tto S}1 S3-Y p .2 54-0 5-0-0 S}13 }1i 3-9-15 p -1 a&e 0.aa B-0-ll 8.}0 19sH }a12 loii Scale=1:79.2 Plate Offsets (X, Y):[5:0-24,0-1-8],[6:0-2-8,0-24],[8:0-2-6,0-2-4],[11:0-3-0,0-2-8],[13:0-2-4,0-2-12],[14:0-3-4,0-1-8],[16:0-3-4,0-3-4],[21:0-2-3,0-1-0] Loading (psf) .Spacing 2-0-0 CS' DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) P 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) -0.31 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.75 16-17 >645 180 BCLL 0.0 Rep Stress Incr YES WI3 0.93 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 284 lb FT=20k LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP M 31 'Except' 81:2x4 SP No.2, 6) Refer to girder(s) for truss to truss connections. B3:2x4 SP No.3 7) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 *Except' W9:2x4 SP No.2 bearing plate capable of withstanding 597 lb uplift at joint OTHERS 2x4 SP No.3 2D and 480 to uplift atjotnt 13. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-19, 8-17, 10-14, 11-13 REACTIONS (lb/size) 13=1768/ Mechanical, (min. 0-1-B), 20=2383/0-8-0,(min. 0-2-13) Max Horiz 20=182 (LC 8) Max Uplift 13=480 (LC 9), 20=597 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2671705, 34=-132/560, 4-6=1111709, 5-6=-1892/473, 6-7=-2182/588, 7-8=2182/588,8-9=-359911070, 9-10=3517/926, 10-11=-2466/704, 12-13=-287/188 BOTCHORD 2-20=560/321, 19-20=346/1402, 18-19=-344/1692, 17-18=344/1692, 16-17=371/2244, 9-16=3611268. 13-14=-429/1741 WEBS 3-20=-363/26D, 5-20=2698/576, - 5-19=-87/457, 6-19=-274/161, 6-17=250/912, 7-17=417/243, 8-16=565/1593, 14-16=605/2965, 10-16=-141/898, 10-14=2407/591, 111 I I I I/ l NOTES +_M ) Unbalancedroof live loads have been co sidered for this \\\2�P`/-� design. \\\��'��GEN_-NN' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) / Y Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat / 61t II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); PE L7 ] 1 Lumber DOL=1.60 plate grip DOL=1.60 * I I 3) Provide adequate drainage to prevent water pending. """ ++l %�` ) CZ 4) All plates are MT20 plates unless otherwise Indicated. _ - i 1t STA 505 / \ 40 0 ?.-- /' 0 S70NA i ISt' \�\\ 15 Job Truss Truss Type Qty Ply Avalon-WI-Cust A14 Roof Special 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., U951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industdes, Inc. Man Mar 0213:20:57 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODm5Nz4hICCpM FmFf2GVFg7DnZusg07ZLW1 PM FPC2zeyxq �z-o-u i saia •eiz I is-o i-a.o 'ua' 1 'a1a' ' is a-o-o I—T'. 2+110. 32-2-8 Us- Us- 5e5= o-m-1z to -bl i1 1 11 1 2L3 �. - 1A-1] _ ]49 6bB 8-0f, 0.412 Scale=1:79.2 Plate Offsets (X, Y): [2:0-5-11,0-0-14], [3:0-2-4,0-34], [4:0-3-0,0-2-8], [6:0-2-8,0-2-4], [9:0-2-8,0-2-4], [12:0-2-8,0-2-12], [13:0-2-8,0-1-8], [15:0-6-0,0-24], [17:0-2-12,0-3-0], [22:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deFl L/d PLATES GRIP TOLL (root) 1 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.23 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.59 17-18 >903 180 BCLL 0.0 Rep Stress lnic YES WE 0.72 Hoa(CT) 0.23 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 3081b FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 *Except' T3:2x4 SP M 31 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31, 6) Refer to girder(s) for truss to truss connections. F2:2x4 SP No.3 7) Provide mechanical connection (by others) of louse to WEBS 2x4 SP No.3 *Except' WS,W7:2x4 SP No.2 bearing plate capable of withstanding 5021It uplift atjoint OTHERS 2x4 SP No.3 12 and 517 lb uplift at joint 2. WEDGE Left: 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-17, 8-13 JOINTS 1 Brace at Jl(s): 21 REACTIONS (lb/size) 2=2150/0-8-0, (min. 0-1-12), 12=1998/ Mechanical, (min. 0-1-8) Max Horiz 2=196 (LC 8) Max Uplift 2=-517 (LC 8), 12=-502 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=37147797T, 34=-3189/768, 4-5=2781/730, 5-6=3144/791, 6-7=-3522/837, 7-8=-31507760, 8-9=-1865/491, 9-10=2081/513 BOTCHORD 2-21=-782/3217, 20-21=-785/3215, 19-20=770/3355, 18-19=770/3355, 17-18=770/3355. 14.15=709/3025, 13-14=-709/3025, 12-13=298/1184 WEBS 6-17=-226/1189, 4-20=-145/958, 3-20=538/314, 5-18=01318, 5-20=-904/321, 6-17=4811202, 7-17=173/544, 7-15=813/229, 8-15=382/214, 1 616/3015,10-12=2219/559, 9A3 9-13=102/670, 10-13=208/1066, 8-13=-1792/432 NOTES 1) Unbalanced roof live loads have been considered for this �_\GENs'F`�� design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) PE �76O5 Vasd=7 ; Encl. T Cpi=S.18; WFRSBCDL(ravel; (envelope); ;Cat / ` II; im p f ; Encl., 60 plat grip MWFRS (envelope); L'um' 1�e74OL=1.60 plate grip DOL=1.60 � '`-y 3) Provide adequate drainage to prevent water ponding. t S 4) All plates are MT20 platesbnTA less otherwise indicated. '- .> RIDP��\\\ SS/ONAiIEN' \��\ 16 Job Truss Truss Type Oty Ply Avalon-WI-Cu9t A15 Common 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S. Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:57 Page:1 ID:78NXnTYkk lyoY7kBs71Yzf7P7-5Nz4hICCpMFmFf2GVFq7DnZUXg02ZHE1PMFPC2zeyxq 2-0 1 5<e i e-1-9 i It 2-'. M1 i F38 8-2A 4N5- 5v8= 2x4 4.5- Bse= 0.10.II 10. -1-12 0.1-12 1-e$08 2 Scale=1:80.9 Plate Offsets (X, Y): [29 00-2 .0-0-10] [4.0-6-0,0-2-8],[6:0-3-0,Edge],[8:0-6-0,0-1-12],[9:0-7.0,0-3-0],[10:Edge,0-1-8],[11:0-3-0,0-2-12],[14:0-5-4,0-2-4],[16:0-6-8,0-6-0],[17:0-2-12,0-1-8], Loading f (psf) Spacing 2-0-0 C51 DEFL in (loc) I/deg Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TO 0.96 Ven(LL) -0.31 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.76 16-17 >703 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 HOa(CT) 0.30 11 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wnd(LL) 0.33 16-17 >999 240 Weight: 297 lb FT=20% LUMBER TOP CHORD BOTCHORD WEBS WEDGE BRACING TOP CHORD BOTCHORD WEBS WEBS JOINTS REACTIONS FORCES TOP CHORD BOTCHORD WEBS 4) This truss has been designed for a 10.0 psf bottom 2x4 SP M 31 *Except* T1,T5:2x4 SP No.2 chord live load nonconcurrent with any other live loads. 2x4 SP M 31 *Except- B3,F2:2x4 SP No.3, 5) Refer to girder(s) for truss to truss connections. B4,B5:2x4 SP No.2 6) Provide mechanical connection (by others) of truss to 2x4 SP No.3 'Except* WS,W7,W12:2x4 SP bearing plate capable of withstanding 486 lb uplift at joint No.2 11 and 500 lb uplift atjoint 2. Left: 2x4 SP No.3 LOAD CASE(S) Standard Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 7-17, 8-14, 9-14 2 Rows at 113 pre 9-11 1 Brace at Jt(s): 20 (lb/size) 2=2151/0-8-0, (min. 0-1-13), 11=2000/ Mechanical, (min. 0-1-6) Max Hartz 2=210 (LC 8) Max Uplift 2=500 (LC 5), 11=486 (LC 5) (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-3=-3724/897. 3-4=-3356/890, 4-5=-3917/1100, 5-6=3917/1100, 6-7=-3917/1100, 7-8=3913/1041, 8-9=30061745, 10-11=277/161 2-20=879/3237, 19-20=879/3237, 18-19=-779/2935, 17-18=-779/2935, 16-17=-976/3955, 7.16=500/307, 13-14=695/3130, 12-13=-695/3130, 11-12=692/3135 3-19=385/248, 4-19=571426, 4-17=-439/1299, 5-17=642/368, 14-16=817/3689, 8-16=-988/3540, B-14=-2253/593, 9-14=642/265, 9-12=0/323, 9-11=-34881763 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10: Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opst. BCDL=S.Opsf; h=16ft; Cat II; Exp C;'Encl., GOpl=0.18: MWFRS (envelope); Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequale'drainage to preventwater ponding: 11 <�j �\GENgF�.9`��ii PE-L7605 \� 1 ! I �I - 1 STA �j0"� ORIDp 17 Job Truss Truss Type Qty Ply Avelon-Wl-CUst A16 Roof Special 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 Run: 8,31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:57 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODrx-5Nz4hICCpMFmFP2GVFq7DnZuag2pZlpl PM FPC2zeyxq sffI>1 zatas 1 —r� az r b&+110-t4ji sair 0-10.12 9-1-I �7-0 5a3 3-io< 1 aao 1-11-s- 1-1a-o1 s7 1 ss11 1 6-7-15 1 s14 1 7-10-12 I s D I 0.142 0.d-12 0.1-12 Scale=1:79.2 Plate Offsets (X, Y):[23:0-2-3,0-12]1]I4:0-5-0,0-2-81,[9:0-6-4,0-2-8],[11:0-24,0-1-8],(13:0-2-8,0-2-12),I14:0-2-4,0-1-81,[16:0-4-12,0-2-0],[18:0-5-12,0-3-0],[20:0-2-4,0-1-81, Loading TCLL (root) TCDL BCLL BCDL 1 (psf) 20.0 15.0 0.0 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI TC 0.95 BC 0.86 WB 0.95 Matrix -MS I DEFL in Ven(LL) 0.42 Vert(CT) -0.81 Horz(CT) 0.26 (loc) Well Ud 18-19 -999 240 18-19 >663 180 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 306 lb FT=20% LUMBER 2) Wind: ASCE 7.10; Vuit=160mph (3-second gust) TOP CHORD 2x4 SP Ne.2 Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat BOT CHORD 2z4 SP M 31 'Except' B3,F2:2x4 SP No.3, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); B4,B5:2x4 SP No.2 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP No.3 *Except' W4:2x4 SP No.2 3) Provide adequate drainage to prevent water pending. OTHERS 2x4 SP No.3 4) Al plates are MT20 plates unless otherwise indicated. WEDGE Left: 2x4 SP No.3 5) This truss has been designed for a 10.0 psf bottom chard live load noncencunent with any other live loads. BRACING TOP CHORD Structural wood sheathing directly applied, 6) Refer to girder(s) for truss to truss connections. except end verticals. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift atjoint BOT CHORD Rigid ceiling directly applied or 64-14 oc 13 and 5581la uplift atjolnl 2. bracing. Except: 7-8-0 oc bracing: 2-22 LOAD CASE(S) Standard WEBS 1 Row at midpt 11-13, 10-14 REACTIONS (lb/size) 2=215110-8-0, (min. 0-1-13), 13=2000/ Mechanical, (min. 0-1-8) Max Horiz 2=223 (LC 8) Max Uplift 2=-558 (LC 5), 13=-592 (LC 5) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3746/1056, 34=3466/1008, 4-5=4260/1333, 5-6=4747/1465, 6-7=4584/1396, 7-8=4584/1396, 8-9=4565/1393, 9-10=3100/886, 10-11=-1753/507 BOTCHORD 2-22=1017/3255, 21-22=-913/3061, 20-21=-913/3061, 19-20=1311/4260, 18-19=1443/4747, 8-18=404/234, 15-16=843/2926, 14-15=643/2926, 13-14=507/1753 WEBS 3-22=254/230, 4-22=16/342, 4-20=-545/1585, 5-20=-869/380, 5-19=200/682, 6-19=3001191, 6-18=-327/89, 9-18=-814/2502, 11-13=2511!/25, 9-16=-657/271, 10-16=-3901201, 16-18=81012880, 10-14=-1720/492, 11-14=-284/1396 NOTES 1) Unbalanced roof live loads have been considered for this design. _.._.. .. __. . MIB GEN PEii7605 f 1 i Q I� STA '5 ORIDP 70NAi,ENG \��\ m Job Truss Truss Type City Ply Avalon -WI -Gust A17 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Mon Mar 0213:20:511 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODmZaXTveCmgNdspcS2yLE1953H3MLIkaBd09ykUzeyxp 2-0 1 &1N2 777 1 7-5-11 ]-5-11 7-511 7-7d l634 7-511 7511 ]811 7d11 ]d-] Scale=1:79.2 Plate Offsets (X, Y):[3:0-2-0,0-1-81,[4:0-6-0,0-2-8],[12:0-2-8,0-2-121,[14:0-24,0-1-8],[18:0.5-12,0-1-8],[19:0-2-4,0-1-8],[21:0-2-4, Edge],[22:0-2-3,0-1-0] Loading (psf) TCLL (roof) 1 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017/TPI2014 Cat TC 0.96 BC 0.96 WB 0.98 Matrix -MS DEFL in Vert(LL) 0.30 Vert(CT) -0.57 Horz(CT) 0.10 (loc) I/dell L/d 14-16 >999 240 14-16 >921 180 12 n/a n/a PLATES GRIP MT20 2441190 Weight: 270 to FT=20% LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP Nc.2 *Except- B2:2x4 SP No.3 5) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3 6) Provide mechanical connection (by others) of truss to OTHERS 2x4 SP No.3 bearing plate capable of withstanding 649 to uplift at joint BRACING 12, 203 lb uplift atjoint 2, 865lb uplift atjoint 21 and 203 TOP CHORD Structural wood sheathing directly applied, lb uplift at joint 2. except end verticals. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18. 7-18 WEBS 2 Rows at l/3 pts 10-12 REACTIONS All bearings 0-8-0. except 12= Mechanical (Ib) - Max Horiz 2=217 (LC 8) Max Uplift All uplift 100 (Ib) or less at joint(s) except 12=650 (LC 5), 21=-866 (LC 5), 2=204 (LC 1) Max Grav All reactions 250 (Ib) or less at joint (a) 2 except 12=1955 (LC 1), 21=2401 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=483/602, 3-4=2128/599, 4-5=3268/1077, 5-6=3268/1077, -� 6-7=3268/1077, 7-8=3779/1248, 8-9=3425/1135, 9-1O=3425/1135 BOTCHORD 2-21=-471/194, 3-21=2328/871, ' 18-19=567/1788, 17-18=1248/3779, 16-17=1248/3779, 15-16=1135/3425, ' 14-15=1135/3425, 13-14=-731/2202, 12-13=731/2202 WEBS 3-19=658/2022, 4-19=-626/326, ' 4-18=-657/1849,5-18=570/331, 7-18=-642/228, 8-16=142/446, 8-14=-786/381, 10-14=509/1539, \ �[ • B / \r 10-13=01324, 10-12=2736/908 \ �\ 1WL / NOTES\\�� '_\CENsF�`'��/i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=16ft; Cat j PE �t II; Exp C7 Encl., GCpi=0. MWFRS (envelope); •17605 / gri Lumber DOL=1.60 plate ip DOL=1.60 grip 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless othenviSe indicated. t\X STA _ / S/0NAi,ENG\�\\ 19 Job Truss Truss Type Oty Ply Avalon-WI-Cust A18 Half Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Rum8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:58 page: 1 I D:25Ys944?kmml2g5MnodCoyODm.Ze TveCmgNdspcS2yLE1?57f3NoII BdO?ykUzeyxp 2-00 FIX tll% 1 0.Oa 7-108 7-10.0 7-10.8 B-O-C 9 t0- i 7-10-8 7-1M 7-101 77 "19 Scale = 179.2 Plate Offsets(X, Y):[3:0-2-4,0-2-0],[4:0-7-0,0-2-8],[10:04.0,0-1-12],[12:0-2-8,0-2-12],[14:0-5-12,0-3-0],[17:0-3-12,0-2-0],[18:0-1-12,0-1-8],[20:0-2-4,Edge],[21:0-2-3,0-1-0] Loading TCLL (roof) TCDL BCLL BCDL i (Pat) 20.0 15.0 0.0 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-6-0 1.25 1.25 YES FB02017/TPI2914 CSI TC 0.68 BC 0.94 WB 0.96 Matrix -MS DEFL in Vert(LL) 0.36 Vert(CT) -0.67 Horz(CT) 0.09 (loc)/dell L/d 14-15 >999 240 14-15 >777 180 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 255 lb FT=20% LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP M 31 `Except' T1:2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP N0.2 *Except* B2:2x4 SP No.3, 5) Refer to girder(s) for truss to truss connections. B3,B4:2x4 SP M 31 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 'Except' W4:2x4 SP No.2 bearing plate capable of withstanding 651 lb uplift at joint OTHERS 2x4 SP No.3 12, 2121b uplift atjoint 2, 8041b uplift atjoint 20 and 212 BRACING Ib uplift at)oint 2. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-1-13 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-17, 7-14 WEBS 2 Rows at 1/3 pts 10-12 REACTIONS All bearings 0-8-0. except 12= Mechanical (Ib)- Max Horiz 2=167 (LC 8) Max Uplift All uplift 100 (Ib) or less atjoint(s) except 12=652 (LC 6), 20=804 (LC 5), 2=-213 (LC 3) Max Grav All reactions 250 (Ib) or less at joint (a) 2 except 12=1955 (LC 1), 20=2364 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-281/553, 3-4=-1814/531, 4-5=-3702/1231, 5-6=3702/1234, 6-7=-3702/1231, 7-8=4265/1418, 8-9=-4277/1425, 9.10=4277/1425 BOT CHORD 2-20=-492/155, 3-20=2213/764, 17-18=493/1531, 16-17=1518/4564, 1.5-16=-1518/4564, 14-16=1518/4564, 13-14=929/2787, 12-13=929/2787 WEBS 3-18=636/1961, 4-18=871/395, 4-17=-866/2517, 5-17=602/346, 7-17=1004/342, 7-15=0/311, 7-14=350/117, 8-14=-541/309, 10-14=577/1729, 10-13=01342, 10-12=-3204/1068 NOTES 1) Wind: ASCE 7.10; Vu1t=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf;h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. P E�7605 f 7 ) STAA ///ONA11EG �\��\ 20 Job Truss Truss Type Dry Ply Avalon -VA -Gust A19 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., U951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:20:58 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODrx-ZaXTveCragNdspcS2yLE1454y3Prin%Bd0?ykUzeyxp 2-0-0 1 2-1-12 ]-0a G10.12 i &10.12 6-10.12 i 0.10.12 7A-8 9 d4n 1y11 14 Scale=1:79.2 131 1 = ••4x D 15 19 a 17 16 15 14 3z4u 3z7 MR0HS4z1t- 2�4u Sze• MROHSA,il 2a4u 41- 3.5. 2d 610.12 a-,421 In, 0.12 110.12 40-12 W. Plate Offsets (X, Y):[3:0-1-12,0-1-12],14:0-5-4,0-1-12),[12:0-2-4,0-1-12],[13:0-2-12,0-1-8],114:0-1-8,0-1-8],[20:0-4-0,0-1-121,[21:0-1-12,0-1-8],[24:0-2-3,0-1-01 Loading (psf) TCLL (roof) i 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 1 CSI TO 0.85 BC 0.80 WE 0.80 Matrix -MS DEFL 0.5in Vert(LL) 2 Vert(CT) -0.95 Horz(CT) 0.05 (loc) Well L/d 17-18 1999 240 17-18 c551 180 13 n/a We PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 250 lb FT=20% LUMBER 3) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x4 SP M 31 *Except' T1:2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP M 31 *Except' B1,B2:2x4 SP No,2 chord live load nonconcument with any other live loads. WEBS 2x4 SP No.3'Except' W3:2x4 SP No.2 5) Refer to girder(s) fortruss to truss connections. OTHERS 2x4 SP No.3 6) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 650 to uplift at joint TOP CHORD Structural wood sheathing directly applied or 13, 544 lb uplift atjoint 2, 9131b uplift atjoint 23 and 544 2-11-4oc pudins, except end verticals. lb uplift atjoint 2. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc LOAD CASE(S) Standard bracing. WEBS 1 Row at midpt 4-20, 6-20, 9-14, 12-14 REACTIONS All bearings 0-8-0. except 13= Mechanical (lb) - Max Horiz 2=117 (LC 8) Max Uplift All uplift 100 (Ib) or less atjoint(s) except 13=651 (LC 5), 23=913 (LC 5). 2=545 (LC 3) Max Grav All reactions 250 (Ib) or less atjoint (a) 2 except 13=1948 (LC 1), _ • 23=2745(LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. . TOP CHORD 2-3=-355/976, 3-0=11741351, 4-5=-3781/1264, 5-6=3781/1264, 6-7=5757/1921, 7-8=5757/1921, , 8-9=-5757/1921, 9-10=3146/1050, 10-11=3146/1050, 11-12=-3146/1050, 12-13=1880/676 BOTCHORD 2-23=847/274, 3-23=2525/828, 20-21=305/940, 19-20=178015335, - 18-19=1780/5335, 17-18=1780/5335, 16-17=1675/5017, 15-16=1675/5017, 14-15=167515017 - WEBS 3-21=602/1844, 4-21=1214/493, �„IIIIIII 6-20=1764 588, 6-1800/275, 6 17=-162/479, 8-17=-487/279, 9.17=280/840, e-15=0/270,O 9-14-2124n10, 11-14=521/300, EN,g 12-14=1176/3524 NOTES /� PE,17605 1) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf, h=16ft; Cat Exp GCpi=0.18; II; C; End., MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 '` ' S_- TA -��,�^ 1x 2) Provide adequate drainage to prevent water ponding. /40 ORI //SS70NAi' NG \\\\ 21 Job Truss Truss Type Qty Ply Avalon-VA-Cusl A20 HALF HIP GIRDER 1 I 1 I Job Reference (optional) Southern Truss, FL Pierce, FL, U951 Scale=1:77.4 Run: 8.31 S Aug 13 2019 Pnnt 8.310 SAug 132019 MITek Industries, Inc. Mon Mar 0213:21:00 Page: 1 ID:25Ys944?kmm12g5MnodCoy0Da2axTveCragNdspcS2yLE1?570307lkLBd0?ykUzeyxp Po-7 2-0d 0. -1 e-3-0 S54 534 &10.1 610.1 e-lm &II 3 0.10. 12 610 SSi Se4 a+t 610.1 F10.1 Ett-1] Plate Offsets (X, Y):[23:0-2-3,0-1-0][5:0-1-8,0-1-8], [6:0-5-0,Edga], [8:0-5-12,0-2-e], [11:0-2-0,0-1.8], [12:Edge,0-1-8], [13:0-3-0.0-2-12]. 115:0-5-8,0-1-81, [18:0-4-4,0-3-0], [21 :0-1 -8. 0-1 -8]. Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.2.5 TC 0.69 Vert(LL) 0.25 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.43 14-15 >771 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr NO WB 1 1.OD Horz(CT) 1 0.08 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix- MB Weight: 239 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 -Except* Tl:2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W5:2x4 SP M 31 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing direc0y applied or 3-10-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Raw at midpt 5-18,8-18.11-13 REACTIONS(lb/size) 13=15751 Mechanical, (min. 0-1-8), FORCES TOP CHORD 18=393910-11-0,(min. 0-4-10), 22=87610-7-8, (min. 0-1-8) Max Hodz 22=66 (LC 21) Max Uplift 13=608 (LC 4), 1 8=1 538 (LC 5). 22=319 (LC 4) (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. 3-25=721/301, 25-26=721/301, 26-27=-721/301, 4-27=721/301, 4-28=-721/301, 28-29=721/301, 29-30=7211301, 5-30=721/301, 5-31=-1150/2951, 31-32=1150/2951, 8-32=1150/2951, 6-7=1150/2951, 7-33=1150/2951, 33-34=1150/2951, 34-35=1150/2951, 8-35=1150/2951, 8-36=3458/1339, 36-37=3458/1339, 37-38=3458/1339, 9-38=3458/1339, 9-10=3458/1339, 10-39=3456/13119, 3940=-345B/1339, 1140=-3458/1339, 12-13=291/187, 2-22=3091222 C.ntl uedonpape3 BOTCHORD 2147=439/160,47-48=-439/160, 48-49=439/160, 20-49=-439/160, 20-50=439/160,50-51=-439/160, 19-51=439/160, 19-52=439/160, 18-52=439/160, 18-53=568/1464, 53-54=-568/1464, 54-55=568/1464, 17-55=-568/1464,17-56=568/1464, 56-57=-568/1464, 16-57=568/1464, 15-16=-568/1464, 15-58=1194/3069; 58-59=-1194/3069, 59-60=-1194/3069, 14-60=1194/3069, 14-61=1194/3069, 61-62=-1194/3069, 62-63=1194/3069, 13-53=-1194/3069 WEBS 3-21=200/616, 4-21=620/425, 5-21=512/1295,5-20=0/305, 5-18=2806/1108,7-18=-688/457, 8-18=474811847, 8-17=0/442, 8-15=829/2144, 9-15=696/470, 11 -1 5=1 56/418,11-14=0/469, 11-13=3201/1246, 3-22=-550/348 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16fh Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 6081b uplift at joint 13. 1538 lb uplift at joint 18 and 319 lb uplift atjoinl 22. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 114 16 up at 1-8-4. 92 lb down and 114 lb up at 2-8-4, 92 lb down and 11416 up at 4-84. 92 It, down and 114 lb up at 6-8-4. 92 lb down and 114 Ib up at 8-84, 921b down and 1141b up at 10-84, 921b down and 114 lb up at 12-84, 92 lb down and 114 lb up at 14-84. 92 lb down and 114 lb up at 16-84. 92 lb down and 114 lb up at 18-84, 92 lb down and 114 lb up at 20-84, 92 lb down and 114 lb up at 22-84, 92 lb down and 114 Its up at 24-84, 92 lb down and 114 lb up at 26-84. 92 lb down and 114 lb up at 28-8-4, 92 lb down and 114 lb up at 30-84, 92 lb down and 114 lb up at 32-8-4. 92 lb down and 114 lb up at 34-84, 92 lb down and 114 lb up at 36-84. 92 lb down and 1141b up at 38-8-4, and 92 lb down and 114 lb up at 40-8-4, and 92 lb down and 114 lb up at 42-84 on top chard, and 50 lb down at 1-84, 50 lb down at 2-84. 50 lb down at 4-84, SO lb down at 6-84, 501b down at 8-84, 50 lb down at 10-84, 50 lb down at 12-84, 50 lb down at 14-84, 50 Its down at 16-84, 50 lb down at 18-84. 50 lb down at 20-84, 50 lb down at 22-84, 50 lb down at 24-84. 50 lb down at 26-84, 50 lb down at 28-84, 50 lb down at 30-84, 50 lb down at 32-84. 50 lb down at 34-84, 50 lb down at 36-84, 50 lb down at 38-84, and 50 lb down at 40-84. and So lb down at 42-84 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) -In the LOAD CABE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)' Dead +Roof Live(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (gb(f1�\1� Vert: 1-2=7&F-8i-,?O {(1y129271O.-f3�22F-20 PE7605 i M I = - ) p�*�{o•Zf7 �i/ �� `�� ORID P: ////SS7ONALI�NG 22 Job Truss Truss Type Oty Ply Avalon-WI-Cust A20 HALF HIP GIRDER 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., U951 Vert 6=70 (F), 9=70 (F), 15=32 (F), 10=70 (F), 16=-32 (F), 25-70 (F), 26=70 (F), 27=70 (F), 28=-70 (F), 29=70 (F), 30=70 (F), 31=70 (F), 32=70 (F), 33 =70 (F), 34=70 (F), 35=70 (F), 36=70 (F), 37=70 (F), 38=70 (F), 39=70 (F), 40=-70 (F), 41=70 (F), 42=70 (F), 43=70 (F), 44=32 (F), 45-32 (F), 46=32 (F), 47=-32 (F), 48=32 (F), 49=32 (F), 50=32 (F), 51=32 (F), 52=32 (F), 53=32 (F), 54-32 (F), 55=32 (F), 56=32 (F), 57-32 (F), 58=-32 (F), 59=32 (F), 60=-32 (F), 61=32 (F), 62=-32 (F), 63-32 (F) Run:8.31 S Aug 132019Print 8.310S Aug 132019 MiTeklndustnes, Inc. Mon Mar 0213:21:00 Page:2 ID:25Ys9447kmmi2g5MnonCoyOOmZaXTveCmgNdspcS2yLE175703071kLad07ykUzeyrp M. \�\ \P�----4/// PE_7605 1 � I 1 41 STA Job Truss Truss Type Oty Ply Avalon-WI-Cust B1 Common 10 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Pnnt 8.310 SAug 132019 MiTek Industdes, Inc. Mon Mar 02 13:21A0 Page: 1 ID:25Ys9447kmm12g5MnorlCoyODrx-WyeDKKE55HeL66mrANNirOBWdtBDmpBT5KU3pNzeyxn 22n 5511--7 1ba i )+9 I -0 11-7 7 1 25dD AN NOP2x SW 44• 4 i -10.5 1 11 1 2b Scale=1:49.5 i-10.5 7- Ms0. Plate Offsets (X. Y):[2:0-1-7,0-D-2],(6:0-1-7,0-0-2],[11:0-2-3,0-0-8],[13:0-2-3,0-0-8] Loading (psf) TCLL (roof) r 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI TC 0.45 BC 0.62 WB 0.21 Matrix -MS DEFL in (loc) Ven(LL) -0.08 8-10 Vert(CT) -0.20 8.10 Horz(CT) 0.05 6 I/deft L/d >999 240 >999 180 n/a n/a PLATES GRIP MT20 2441190 Weight: 119 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right 2x4 SP No.3 BRACING TOP CHORD Stmctural wood sheathing directly applied or 4-1-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 6=1195/0.8-0, (min. 0-1-8) Max Hertz 2=137 (LC 7) Max Uplift 2=346 (LC 8). 6=346 (LC 9) FORCES (Ib)- Max. CompJMaz Ten. - All forces 250 IN) or less except when shown. TOP CHORD 2-3=1747/463, 34=1533/460, 4-5=15331460, 5-6=-1747/463 BOTCHORD 2-10=41311481. 9-10=-157/1000. 8-9=157/1000, 6-8=-287/1481 WEBS 4-8=192/550, 5-8=377/286, 4-10=-192/550, 3-10=-377/286 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=5.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to \ / VII-B( bearing plate capable of withstanding 346 lb uplift at joint �\�\ P� 2 and 346 lb uplift at joint 6. LOAD CASE(S) Standard i PE 7605 ` f + i STA i,ENG \��\ 23 Job Truss Truss Type Oty Ply Avalon -WI -Gust B2 Common Girder 1 2 Job Reference (optional) Southern Truss, Ft Pierce, FL, U951 Run: 8.31 S Aug 132019Print 8.310 S Aug 132019 MiTek lnduslnes, Inc. Mon Mar 0213:21:01 Page:1 ID:25Ys944?kmmRgSMnodCoyODrx_eCbXgFjtbmgGLlk5uxNdjemHS9V6adK_Dcl-pze an -2.0.0 I.0-8 ]-10.5 114 1 i5a-11 10.3-] 2]i-0 W 1 2-0-0 35.11 }8-11 1511 3-0-0 M720Hs ez8„ 5 4.8- 10a10. 6-0.9 I 1-t0a I 11-0-0 I 1SS11 191] 23d-0 I Scale =1:d9.5 I 4d9 1 19-11 3811 39-11 }&11 4-0.9 Plate Offsets (X,Y): [2:0--2-3,0g 8][ :0-4-,0-1-11],[3:0-1-0,0-1-8],[4:0-1-4,0-1-12],[6:0-1-8,0.2-0],[8:0-0-6,Edge],[11:0-2-12,04-12],[14:0-2-8,04-121,[15:04-12.0-2-01, (16:0 Loading (psf) Spacing 2-0-0 CS' DEFL In floc) 'deg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.68 Ven(LL) 0.24 12-14 >999 240 MT20HS 1871143 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.46 12-14 >615 180 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0,84 Hom(CT) 0.13 8 n/a We BCDL 10.0 Code FBC2017TTPI2014 Matrix -MS Weight: 323 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 •Fxcepl' W5:2x4 SP M 31 W3:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS (lb/size) 2=10680/0-8-1, (min. 0-4-7), 8=8515/0-8-0. (min. 0-3-8) Max Horiz 2=137 (LC 23) Max Uplift 2=3140 (LC 8), 8=2746 (LC 9) FORCES (Ib)-Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2007815851, 34=16971/5052, 45=12762/3986, 5-6=12774/3986, 6-7=-16125/5123, 7-8=-17062/5472 BOT CHORD 2-26=-5245/17873, 15-26=5245/17873, 15-27=5245/17873, 14-27=5245/17873, 14-28=4455t15157, 13-28=4455/15157, 12-13=4455/15157, 12-29=4429/14402, 29-30=4429/14402, 11-30=4429/14402, 11-31=477D/15148, 31-32=4770/15148, 10-32=-4770/15148, 8-10=4770/15148 WEBS 5.12=3426/11064, 6-12=4408/1653, 6-11=-154714414, 7-11=8671431, 7-10=296T781, 4-12=5508/1558, 4-14=1450/5598, 3-14=•3124/906, 3-15=718/2795 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Tap chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. Bottoro-chords connecte tas follows: 2x6 - 2 rows staggered at 0-5-0 oc. Weti connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 3-15 2x4 -1 row at 0-2-9 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16f: Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 5=4% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3140 lb uplift at joint 2 and 27461b uplift at joint S. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1767 lb down and 505 lb up at 2.34. 1748 lb down and 500 lb up at 4-34, 1978 lb down and 5221b up at 6-34, 1980 lb down and 506 lb up at 8-34, 1980 lb down and 612 lb up at 10-34, 1934 lb down and 669 lb up at 12-34, 1935 lb down and 671 lb up at 14-3-4, and 1928 lb down and 670 Ib up at 16-34, and 1555 lb down and 628lb up at 18-34 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=.70, 5-9=70, 20-23=20 Concentrated Loads (Ib) Vert 13=1980 (F), 15-1748 (F), 26=1767 (F), 27=1978 (F), 28=1980 (F), 29=1934 (F), 30=1935 (F), 31=1928 (F), 32=1555 (F) 24 Job Truss Truss Type Day Ply Avalon -VA -Gust B3 Common 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 13 2019 MiTek Indusuies, Inc. Mon Mar 0213.21:01 Page:1 ID:25Ys9447kmmi2g5MmdCoyODrx_9CbxgFjtbmgGLlkS.NdjMHURVGWdK DCLpzeyxm 11-0 i11-1 11-W }T<{ 17--2 28J-0 25-0-0 2-a0 s11-7 Say say 511- 7 zoo a e-o sz4= W= 3x4- 4 5 8 NOF2x sT T-1 LL8 bill Dda SCa10 =1:50 ]-1a5 Plate Offsets (X, Y):[2:0-1-3,0-0-2],[4:0-2.0,0-2-8],[5:0-2-0,0-3-0],[6:0-2-0,0-2-8],[8:0-1-3,0-0-2],[13:0-2-3,0-0-8],[15:0-2-3,0-0-8] Loading (psf) TCLL (rooq f 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI TC 0.47 BC 0.62 WB 0.20 Matrix -MS DEFL in (too) Vart(LL) -0.08 70-12 Vert(CT) -0.20 10-12 Horz(CT) 0.05 8 I/dell L/d >999 240 >999 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 118 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-3 0o pudins. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 8=1195/0-8-0, (min. 0-1-8) Max Hoaz 2=131 (LC 7) Max Uplift 2=341 (LC 8), 8=341 (LC 9) FORCES Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=V381448, 3-4=-1526/444, 6.7=1528/444, 7-8=1738/449, 4-5=-1288/443, 5-6=1288/444 BOT CHORD 2-12=392/1470, 11-12=146/999, 10-11=-146/999, 8-10=272/1470 WEBS 5-10=182/537, 7-10=354/272, 5-12=182/537, 3-12=354/271 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=S.Opsf; BCDL=S.Opsf; h=16ft; Cat 11: Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage topreventwaterpending. 4) All plates are MT20 plates unless otherwise indicated.\\\� 5) This truss has been designed for a 10.0 psf bottom ,M B \• C / chord live load noncoocurrent live loads. ---- � /// with any other \\\�L\P ��CENSF�` 6) Provide mechanical connection (by others) of truss to �\ bearing plate capable of withstanding 341 lb uplift at joint 2 and 341 lb uplift at joint 8. / PEX76O5 LOAD CASE(S) Standard f + l �_ ... a , c3 ////SS�OfVAiIENG\\\\ 25 Job Truss Truss Type Oty Ply Avalon-WI-Cusl B4 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pleme, FL, 34951 Run; U.315 Aug ij zuiB YnnL 6.3lu b Aug 132u19 MI leK mausmes, Inc. Mon Mar uZ la:2l:Ul _ Yage:l ID:25Ys9447kmmi295MnodCoyODrz_9Cb%gFjtbmgGLlk5uxNdjhCHRIVHodK DcLpzeyxm 1 -2-0-0 1 483 s-041 1<i-0 1 1&T-12 21W _ J _25i-0_ _ 1 -2-0.a d$3 1-},2 Si-0 4312 424 2-0a 4.s= 4 NOP2x STP 4x5- s 1 9-1-12 I 10.2J 1 L Scale =1:47 9.1-12 5-0d e-1-12 Plate Offsets (X. Y): [2:0-5-11,0-0-10], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [7:0-5-11,0-0-10], [12:0-2-3,0-0-8], [14:0-2-3,0-0-8] Loading (psf) TCLL(mof) 1 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-01 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI TC BC WB Malrbc-MS 0.46 0.79 o.i9 DEFL in ('oc)I/deg L/d Ven(LL) -0.23 9-21 >999 240 Vert(CT) -0.36 9-21 >789 180 Harz(CT) 0.05 7 n/a n/a PLATES GRIP MT20 2441190 Weight 1151b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 20 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 7=1195/0-8-0, (min. 0-1-8) Max Harm 2=111 (LC 6) Mu Uplift 2=324 (LC 8). 7=-324 (LC 9) FORCES (Ib) - Max Comp./Ma c Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-1758/443, 3-0=-1445/320, 4-5=-1238/319, 5-6=-1445/320, 6-7=-1758/443 BOTCHORD 2-11=-385/1502, 10-11=-154/1238, 9-10=154/1238, 7-9=283/1502 WEBS 3-11=356/262, 4-11=16/354, 5-9=-16/354, 6-9=356/263 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=S.Opsf; BCDL=S.Dpsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This has been designed for 10.0 bottom NI B truss a psf \\\ LPN _--_4Fq chord live load nonconcurrent with any other live loads. 6) Provide truss to ��i 4\GEN,gF�` mechanical connection (by others) of �\ bearing plate capable of withstanding 324 lb uplift at joint 2 and 324 lb uplift at joint 7. _� PE 7605 LOAD CASE(S) Standard M 1 -Q t STA _ S/ONA " \\\\ i )E 26 Job Truss Truss Type City Ply Avalon-WI-Cust B5 Hip 1 1 Jab Reference (optional) 50ulnem truss, Ft. Maros, FL., 34951 Run: 0.31 $ Aug 132019 PdnC 8.3105 Aug 132019 MITek IndusldeS, Inc. Mon Mar 02 U:21:01 Page: 1 ID:25Ys944?kmmi2g5MnodCoyODrx_9CbXgF)tbmCjGLlkSuxNdjfdHR1VG3dK DCLpzeyxm L -2V 7-04 I 114b L=-- I 2330 I 254-0 2-0-0 7-0a 4-s-o 4.s.o 740 200 1 04- axe= 44- 3 4 5 NOP2x s1P 1&24 Scale =1:47 Plate Offsets (X, Y): [3:0-24,0-24], [5:0-2-4,0-2-4], [11:0-2-3,0-0-e], [13:0-2-3,0-0-8] Loading (Psf) Spacing 2- CS' DEFL in (lac) I/dell Ud PLATES GRIP TCLL (root) f 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.33 8-10 >836 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: Ill b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc pur ins. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. REACTIONS pc/size) 2=1195/0-8-0. (min. 0-1-8), 6=119510-8-0, (min. 0-1-8) Max Hertz 2=-91 (LC 6) Max Uplift 2=303 (LC 8), 6=-303 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=1693/374, 34=1419/377, 4-5=1419/377, 5-6=1693/374 BOT CHORD 2-10=280/1406, 9-10=361/1622, 8-9=361/1622, 6-8=224/1406 WEBS 3-10=42/410, 4-10=-350/221, 4-8=350/221, 5-8=42/410 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to \ bearing plate capable of withstanding 303lb uplift at joint \�\ M' E34 2 and 303 lb uplift at joint s. "� �—'-7fj--//� LOAD CASE(S) Standard \ �� CENg��\��i�i PE_77_6.05 \I -Icl- � -r STA y '9/ONTL 1SXN \��\ `A Job Truss Truss Type Oty Ply Avalon-WI-Cust B6 Roo( Special Girder 1 1 Job Reference (optional) Southern Truss, FL Piece, FL., 34951 Run: 8.31 S Aug 132019 Print 6.31D SAug 132019 MITek Industries, Inc. Man Mar 0213:21:01 Page: 1 ID:25ys9447kmml2g5MnoriCoyODrx_9CbXgF]IbmCjGLlk5u dje6HTHV97dK DcLpzeyxm usa tsto-lz r 3T I SdI S4 810-0 2112 111-1140b41 I a' 4I 184-0 33d0 r 22-01-43 2+12 12 k4- 1.40 Us, 6 3 284 5/ 20 2915 14 13 kli- MT2oHS3v10-48- NOP2X STP IMEE* 1 +-� ='N1111111 1230 31 4z0= NOP2x STP I ]54 I 1'Al2 I 1M 2 n"_ r ]54 Z2-12 4- Al 11 Scale=1:47.2 144. Plate Offsets (X. Y): [2: -6-15,0-0-14][7[8:0-2 4,0-0-8]. [5:0-2.8,0-24], [6:0-2-8,0-14], [7:0-2-8,0-24], [9:0-24,0-2-0], [10:0-6-11,0-0-14], [12:0-2-0,0-2-0], [13:0-4-0,0-1-12], [15:0-2-8,0-2-0], Loading i (psf) Spacing 2-0-0 CS' DEFL in (too) I/den Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.66 Vert(LI.) 0.22 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.39 15-22 >719 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor NO WB 0.68 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 127 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 Pat bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrenlwith any other live loads. BOT CHORD 2x4 SP M 31 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 *Except' W5:2x4 SP No.2 bearing plate capable of withstanding 795 lb uplift at joint OTHERS 2x4 SP No.3 2 and 7951b uplift atjoint 10. WEDGE Left: 2x4 SP No.3 7) Hanger(s) or other connection device(s) shall be Right 2x4 SP No.3 provided sufficient to support concentrated load(s) 174 lb BRACING down and 196 lb up at 5-0-0, 1101b down and 1141b up TOP CHORD Structural wood sheathing directly applied or at 7-0-12, 174 to down and 140 to up at 7-5-4, 174 lb 2-74 oc pudins. down and 140 lb up at 15-10-12, and 110 lb down and BOT CHORD Rigid ceiling directly applied or 6-4-7 oc 114 lb up at 16-3-4, and 174 lb dawn and 195 lb up at bracing. 184-0 on top chord, and 3121b down and 1431b up at 5-0-0. 50 lb down at 7-0-12, 30716 down and 90 lb up at REACTIONS (lb/size) 2=212810-8-0, (min. 0-1-12), 7-5-4, 307 a down and 901b up at 15-10-12, and 50 Ib 10=212710-8-0, (min. 0-1-12) down at 16-34, and 312 lb down and 143 lb up at Max Hertz 2=89 (LC 24) 18-34 on bottom chord. The design/selection of such Max Uplift 2=795 (LC 8), 10=795 (LC 9) connection device(s) is the responsibility of others. FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 8) In the LOAD CASE(S) section, loads applied to the face (Ib) or less except when shown. of the truss are noted as front (F) or back (B). TOP CHORD 2-3=3534/1334, 3-26=4191/1563, LOAD CASE(S) Standard 4-26=4191/1563, 4-5=4191MS63, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 5-6=-3678/1354, 6-7=3678/1354, Plate Increase=1.25 7-8=4193/1564, 8-27=4193/1564, Uniform Loads (IbHt) 9-27=4193/1564, 9-10=3535/1334 Vert: 1-3=70, 3-5=70, 5-6-70, 6-7=70, 7-9=70, BOT CHORD 2-28=1145/3073, 28-29=1145/3073, 9-11=70, 20-23=20 15-29=1145/3073, 14-15=-1517/4337, Concentrated Loads (Ib) 13-14=1517/4337, 12-13=1480/4338, Vert: 3=77 (B), 9=77 (B), 15-307 (B), 4=134 (B), 12-30=1085/3074, 30-31=1085/3074, 8=-134 (B), 12=-307 (B), 26=70 (8), 27=70 (B), 10-31=1085/3074 28=-312 (B), 29=32.(B), 30=-32 (B), 31=-312 (B) WEBS 3-15=-510/1671, 4-15=374/262, 5-15=-278/243, 5-13=1846(733, 6-13=1095/2999, 7-13=1847/734, 7-12=279/245, 8-12=374/263, 9 NOTES ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=16ft; Cat ! PE 760 \� II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); ! � b S i Lumber DOLadequate prevent ! �r 3) Pro`vide atlequate draid#ga'to prevent water pending.--�IIHH��JJJJ f 4)yAll plates are MT20 plates unless otherwise indicated. t\ ATA / <ORIZONAL St' Op M_ Job Tmss Truss Type Oty Ply Avalon-WI-Cust C1 RODf Special 1 1 1 Job Reference (optional) bomem buss, rL rlenoe, tl.: Ot Nun:3.3l5AUg132O19Pnnt S.3105Aug132019MileKlnnusMeS, mGMOn Mar U213:21:02 Page:1 ID:25Ys9447kmmi2g5MnodCay0DrsSLmrIOGLeuu3LOwDHoOAwrGm2 EbgmYe tGmyd L 580 I 75 She 61S2. I SI -02 I Sx5= tx4n 5x4= 2 3 NG. axe= W- ox4- Ox4- a31e SSO ,688 12-11-0 208-0 Scale =1:52.8 Or]I-0 53-0 S2-0 210 Plate Offsets(X, Y):[1:0-2-0,0-3-Dj,[6:0-1A2,0-1-8],[10:0-3-0,0-14] Loading r (psf) TCLL(roof) 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2o17/7PI2o14 CS' TC 0.81 BC 0.56 WS 0.72 Matrix -MS DEFL in (too) I/deft Ud Ved(LL) -0.08 6-7 >999 240 Ved(CT) -0.17 6-7 >999 180 Horz(CT) 0.12 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 146 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 3-9 REACTIONS (lb/size) 6=905/ Mechanical, (min. OA-8), 12=9261 Mechanical, (min. 0-1-8) Max Horiz 12=-247 (LC 9) Max Uplift 6=212 (LC 9), 12=310 (LC 4) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 . (Ib) or less except when shown. TOPCHORD 11-12=-851/323, 1-11=879/344, 1-2=-480/200, 2-3=480/200, 34=822/250 BOT CHORD 8-9=-65/601, 7-8=65/601, 6-7=145/639 WEBS 1-9=303/887, 2.9=-029/247, 3-7=68/254, 4-6=950/227 NOTES 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Referto girder(s) fortmss to truss connections. - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 1 6 and 310 lb uplift at joint 12 LOAD CASE(S) Standard B <Fq�/fj GEN&F PE_L76_05 `t r + = t STA + C2 �40 29 Job Truss Truss Type Oty PIy Avalon -WI -Cult C2 Roof Special 1 1 I Job Reference (optional) S0=em Truss, FLPleme, FL., 34951 10 Run:.8.31 S Aug 13 2019 Pdnt: 8,310 S Aug 13 2019 MiTek Industries, Inc, Mon Mar 0213:21:02 Page:1 ID:25Ys944?kmm12g5M norlCoyODmSLmzIOGLeuu3LOwDHoGAwrGkthrVEcnmYezAtGzeyd I 64J 12AA 1 16AA 204f41 I 6iA I 8+4 1.0e 4-0J 3.4- Wo 4v7- 1 2 3 9 B 7 34u 3e0= 044- U4- 3x4= Ai4 124:12 20.8-8 Scale = 7:48.9 Plate Offsets (X, Y): [3:0-5-4,0-2-0], [6:0-1-8,0.1-8] Loading (psf) TCLL (roof) i 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CSI TC 0.95 BC 0.57 WB 0.65 Matrix -MS DEFL in goc) Vert(LL) -0.11 6-7 Vert(CT) -0.23 6-7 Horz(CT) 0,02 6 I/defl Ud >999 240 >999 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 1391b FT=20^/ LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 1 Row at micipt 3-9 REACTIONS (Ib/size) 6=9191 Mechanical, (min. 0-1-8), 10=919/ Mechanical, (min. 0-1-8) Max Horiz 10=-197 (LC 9) Max Uplift 6-190 (LC 9), 10=-319 (LC 4) FORCES Ob) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=861/344, 1-2=645/229, 2-3=-645/229, 3-4=837/240 BOT CHORD 8-9=100/692, 7-B=100/692, 6-7=-132/615 WEBS 1-9=-332/931, 2-9=513/297, 4-6=917/214 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16R; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 + 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3191b uplift at joint 10 and 190lb uplift at joint 6. LOAD CASE(S) Standard B "----4EQ - -' GEN PE�7605 I _ ) STA i/��SS DNA L,�NG \\�� 30 0 Job Truss Truss Type Dry Ply Avalon-WI-Cust C3 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek Industries, Inc Mon Mar 021321:02 Page:1 ID.25Ys944>kmmi2g5MnodCoyODn SLmzlDGLew3LOwDHoOAwrGmAhrMEdMYezAtGzeyA 4x8- 3 12 �6 3.4. 4 W3 5 92 8 7 6 2.4. US- 3x4• sx4= 2x4 I >ii i4o-12 I L— I Scale =7:45.3 1 >ii f 7-2-4 61-12 Plate Offsets (X, Y): [3:0-54,0-2-0], [4:0-14,0-1-8], [8:0-24,0-1-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in Qoc) UdeO Ud PLATES GRIP TCLL(roof) P 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 HDrz(CT) 0.01 5 n/a n/a BCOL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 126lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=9191 Mechanical, (min. 0-1-8), 9=9191 Mechanical, (min. 0-1-8) Max Horiz 9=-147 (LC 9) Max Uplift 5=-215 (LC 4), 9=-317 (LC 4) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=854/346, 1-2=-837/294, 2-3=837/294, 3-4=891/242, 4-5=866/239 BOT CHORD 7-8=1511713, 6-7=151/713 WEBS 1-8=366/1039, 2-8=586/343, 4-6=154/740 NOTES 1) Wind:ASCE 7-10; Vult-160mph43-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16f; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31716 uplift at joint 9 and 216 lb uplift at joint S. LOAD CASE(S) Standard t PEa7605 In I 7 I STA NAL 31 0 Job Truss Truss Type Qty Ply Avalon-Wl-Gust G4 Roof Special 1 1 Job Reference (optional) Soulhem Truss, Ft. Pierce, FL., 34951 a4n 1 Run: 8.31 5 Aug 132019 Print: 8.310 SAug 132019 Mil'ek Industries, Inc. Man Mar 0213:21:02 Page: 1 10:25Ys9447kmmi2g5MnorlCoyODxSLmzlOGLeuu3LQwDHoQAwiGtlhpMEfJmYez tGzeyxl 57-7 11-1-1 1 16.5.8 1 21M8 '7-7 1 5611 5-7-7 3x4= U0 2 3 3r4- 4 44- 12 5 --1 5.9999 7 10 e a 3x4= 3x4= 3.4- 3x8= W. 8-a-a 1ae12 I 2a Scale=1:41.8 8-4-4 84A 41-12 l Plate Offsets (X, Y): (11:0-1-12,0-1-8] Loading f (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber COL 1.25 BC 0.70 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,49 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 122 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-13 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 1 Row at midpt 2-11 REACTIONS (lb/size) 7=919/ Mechanical, (min. 0-1-8), 11=919/ Mechanical, (min. 0-1-8) Max Honz 11=-97 (LC 9) Max Uplift 7=245 (LC 4), 11=-314 (LC 4) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=-971/310, 3-4=-971/310, 4-5=657/235, 5-6=790/231, 6-7=895/254 BOT CHORD 10-11=250/813, 9-10=-311/1024, 8-9=-311/1024 1 WEBS 6-8=194f779, 2-10=-22/380, 2-11=1044/390, 4-8=-485/211 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31416 uplift atjoint 11 and 245 lb uplift atjoint 7. LOAD CASE(S) Standard \��\\\\1'Nll, I////// GENSF PE_L7605 / ' _ SjA 74Q:-0 ID RI //SS7ONAi1J NG\\\\ 32 Job Truss Truss Type Oty Ply Avalon-WI-Cust C5 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 al a 12 G17 Us, 1 1.4. 1 13 14 15 2 16 Run: 8.31 S Aug 132019 Print 8.31D SAug 132019 MiTek Industries, Inc. Mon Mar 0213:21.02 Page:1 ID:25Ys9447kmmi2g5MnorlCoyODmSLmzIOGLeuu3LOwDHoDAwrGm7hsDEYYmYez tGzeyxl 12-5-1 1 18A41 1 20b8 12 Us. U4- 4x10= --1 5.9999 3 17 4 18 to 20 5 3x5u 4.5- 46= 3.6. 04- 2x6u 63-7 1251 18e-R 2088 Scale =1:38.7 r "1 1 I'll 1 at-n 1 2-1-12 1 Plate Offsets (X, Y):[5:0-7-8,0-2-4],[8:0-1-12,0-2-0],[9:0-2-8,0-1-6],[11:0-3-0,0-1-8],[12:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (toc) "'a' Ud PLATES GRIP TOLL (roof) f 20.0 Plate Grip DOL 1.25 TO 0.78 Vert(LL) 0.11 9-11 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 9-11 >999 180 BOLL 0.0 Rep Stress lncr NO WB 0.92 Hom(CT) 0.03 7 n/a n/a BCDL 10.0, Code FBC2017/TPI2014 Matrix -MS Weight: 121 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 'Except* T3:2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' W2:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 7-7-12 oc bracing: 9-11. WEBS 1 Row at midpt 1-12 REACTIONS (lb/size) 7=1864/ Mechanical, (min. 0-1-8), 12=19971 Mechanical, (min. 0-1-8) Max Hertz 12=47 (LC 9) Max Uplift 7=684 (LC 4), 12=765 (LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=-1836/822, 1-13=-2426/931, 13-14=-2426/931, 14-15=-2426/931, 2-15=-2426/931, 2-16=-2426/931, 3-16=-2426/931, 3-17=-2426/931, 4-17=-2426/931, 4-18=-2734/1062, 18-1 9=2734/1052,19-20=2734/1 062, 5-20=2734/1062, SS=1130/410, 6-7=-1901/665 BOT CHORD 11-24=1035/2734, 24-25=1035/2734, 10-25=1035/2734, 10-26=1035/2734, 9-26=-103512734, 9-27=345/978, 27-28=-345/978, 28-29=345/978, 8-29=-345/978 WEBS 1-11=1059/2759, 2-11=-905/621, 4-11=-361/153, 4-9=-717/542, 5-9=-800/2038, 5-8=-1134/624, &8=-628/1737 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 12 and 684 It, uplift at joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 Ill down and 163 to up at 0-9-4, 137 to down and 168 to up at 2-9-4, 137 lb down and 168 1b up at 4-94. 137 to down and 168 lb up at 6-9-4, 1371b down and 168 lb up at 8-9-4, 1371b down and 168 Ib up at 10-9-4. 137 Ito down and 168 to up at 12-9-4. 137 lb down and 16816 up at 14-9-4, and 137 lb down and 168 to up at 16-9-4. and 1371b down and 168 lb up at 18-8-8 on top chord, and 991b down at 0-9-4. 91 Ib down at 2-94. 91 to down at 4-94, 91 to down at 6-94, 91 lb down at 8-94, 91 lb down at 10-94, 91 Ito down at 12-94, 91 lb down at 14-94, and 91 Ito down at 16-94, and 91 lb down at 18-94 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ite t) Vert: 1-5=-70, 5-6=70, 7-12=20 Concentrated Loads (Ib) Vert: 3=137 (B), 5=-137 (B), 8=-64 (3), 13=150 (B), 14=-137 (B), 15-137 (B), 16=137 (B), 17=137 (B), 18=137 (B), 19=137 (B), 20=-137 (B), 21=68 (B), 22=-64 (B), 23=-64 (B), 24=64 (B), 25=64 (B), 26-64 (B), 27=-64 (B), 28=64 (B), 29=-64 (B) NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other INe loads. '�-- 4) Refer to girder(s) for truss to;truss connections. 47�. ��CENSF.��ii PE"76O5 1 1 ) I STAA 40 ZONAL]E�G \\\\ 33 Job Truss Truss Type Qty Ply Avalon-WI-Cust CJ2 Diagonal Hip Girder 2 I 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Pont: 8.310 SAug 132019 MiTeklndustdes, Inc. Mon Mar 0213:21:03 Page: 1 ID: 25Ys9447kmmi2g5MnorlCoy0Drx-wXKMyLGzPCOw VQrWxP52py14EezDBwnlijPizeyxk -2-915 2-s-10 2-5-15 2.715 4.2426 12 1.4. 2 U4u { n B1 1 2 13 4 e om 3x5= 1x4u 2510 Scale=1:30.8 Plate Offsets (X. Y):[2:0-2-8,0-0-15],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) Udefl L/d PLATES GRIP TCLL(roof) 1 20.0 Plate Grip DOL 1.25 TC 0.75 Ver(LL) -0.01 4-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT=20% LUMBER 8) In the LOAD CASE(S) section, loads applied to the face TOP CHORD 2x4 SP No.2 of the truss are noted as front (F) or back (B). BOT CHORD 2x4 SP No.2 LOAD CASE(S) Standard OTHERS 2x4 SP No.3 1) Dead +Roof Live (balanced): Lumber Increase=1.25, BRACING Plate Increase=125 TOP CHORD Structural wood sheathing directly applied or Uniform Loads (Ib/ft) 2-5-10 oc pudins. Vert: 1-3=-70,4-9=-20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Concentrated Loads (Ib) bracing. Vert: 12=52 (F), 13=240 (F) REACTIONS (Ib/size) 2=501/0-10-15, (min. 0-1-8), 3=14/ Mechanical, (min. 0-1-8), 4=91/ Mechanical, (min. 0-1-8) Max Horiz 2=118 (LC 20) Max Uplift 2=-367 (LC 4), 3-36 (LC 16), 4=86 (LC 16) Max Grav 2=501 (LC 1). 3=63 (LC 20). 4=91 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-524/465 BOT CHORD 2-13=-380/343 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSIfTPI 1. 3) Gable studs spaced at 2-0.0 oc. - 4) This truss has been designed for a 10.0 psf bottom chord live load'nonconcunent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint \\ Q' 3, 367 lb uplift at joint 2 and 8616 uplift at joint 4. \\ tR- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) It lb ` = PE�7605 \t down and 123I6 up at support on top chord, and (s) 1b `�fy7�--�1t` ) J 1 down and 150lb up at 1-6-1 on bottom chord. The 1 I — deslgn/selection of such connection device(s) is the '"�I 1 responsibility of others. P _ i` STA _ i O X\ T'� / (vim ////��/S��N[IL ENG?�\\\ 34 Job Truss Truss Type Qty Ply Avalon -WI -Gust CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL, U951 a f Scale=1:37.6 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MTek Industries, Inc. Mon Mar 0213:21:03 page:1 10:25YS9447kmm12g5MnadCoyODm-wXKMyLGzPCO.vraVONMPS2pyl4CmCTvmlijPizeyxk -2" 5 449 I 6116 ]-515 G4-9 2-&13 U4a 6 &2 6&2 12 Plate Offsets (X,Y):[2:044,0-1-11],[2:0-1-0,0-7-10],[7:D-2-3,D-0-8),[9:0-2-0,0-0-0] Loading f (psf) Spacing 2-0-0 Cat DEFL in (loc) I/deff Ud PLATES GRIP TCLL(rool) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) -D.09 6-13 >91D 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) .0.13 6-13 >634 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 361Is FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Leff 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 as pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=82110-10-15, (min. 0-1-8), 4=35/ Mechanical, (min. 0-1-8), 6=308/ Mechanical, (min. 0-1-8) Max Horiz 2=197 (LC 20) Max Uplift 2=452 (LC 4), 4=96 (LC 20), 6=118 (LC 8) Max Grav 2=821 (LC 1). 4=92 (LC 16), 6=308 (LC 1) FORCES (lb)- Max COmpJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=660/414, 3-14=385/145 BOT CHORD 2-15=392/560, 15-16=202/373, 6-16=202/373 WEBS 3-6=445/241 NOTES 1) Wnd: ASCE 7-10; Vuit=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 96 lb uplift atjoint 4, 452 lb uplift at joint 2 and 11 B Its uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 141 lb up at 1-6-1, 101 to down and 141 lb up at 1-6-1, and 111 Ito down and 4816 up at 4-4-0, and 111 lb down and 48 lb up at 44-0 on top chord, and 235 Its down and 155 to up at 1-6-1. 235 lb down and 155 lb up at 1-6-1, and 261b down and 5Ib up at 44-0, and 261b down and 5Ib up at 4A-D on bottom chord. The designIselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/tt) Vert: 14=70, 5-11=-20 Concentrated Loads (Ib) Vert: 14=119 (F=60, 8=60), 15=470 (F=235, 8=235), 16=9 (F=5, B=5) PE�76O5�7 M s 1 STAYE$r�'�'�� 35 Job Truss Truss Type Oty Ply Avalon-Wl-Gust CJSA Diagonal Hip Girder 2 1 Job Reference (optional) Southemhuss, Ft. Pierce, FL, 34951 Scale =1:39 Plate Offsets(X, Y): [2:0-3-0,0-1-2],[6:0-2-2,0-0-8] Run: 8.31 S Aug 132019 Print: 8.3105 Aug 132019 MiTek Industries, Inc. Mon Mar 0213:21:03 Page: 1 I0:SLVBBNvIH13H2F55i6LOPnzf_1w-wXKMyLGZPCD 2aVOrWxPS2pyl47NZDBwnlijPizeyxk .2-9-15 6-11-6 , 1x4n 0.10.9 co-�a I ti1tE I OA g 6-0-13 0.9-15 1 Loading t (psf) Spacing 2-0-0 CSI DEFL in (Inc) Yoe' Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.10 4-5 >728 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wnd(LL) 0.03 4-5 >999 240 Weight: 31 to FT=20% . LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, BOT CHORD 2x4 SP No.2 Plate Increase=1.25 WEBS 2x4 SP No.3 Uniform Loads (lb/ft) BRACING Vert 1-3=-70, 4-10=20 TOP CHORD Structural wood sheathing directly applied or Concentrated Loads (Ib) 6-0-0 oc pudins. Vert: 13=119 (F=60, 3=60), 15=-470 (F=235, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 13=235), 16=4 (F=S, B=1) bracing. REACTIONS All bearings 0-1-8. except 2=0-0-13, 5=0-2-2 (lb) - Max Uplift All uplift 100 (Ib) or less at joint(s) except 3=-112 (LC 8). 5=-539 (LC 9) Max Grav All reactions 250 (lb) or less atjoint (a) 3, 4 except 5=1005 (LC 1) FORCES (lb)- Max. CompJMaX Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-609/722 BOTCHORD 2-5=-408/330 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load noncencument with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 3, 694 to uplift atjoint 2 and 5391b uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 Ib down and 141 to up at 1-6-1, 101 Ile down and 141 Ib up at 1.6-1, and 44 lb down and 491b up at 4-4-0, and 111 He down and 48lb up at 4-4-0 on top chord, and 2351b down and 155 lb up at 1-6-1, 235 he down and 1551b up at 1b1, and 61b down at 4-4-0, and 26 lb dawn and 5 He up at 4-4-0 on bottom chord. The design/selection of sucb_connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). j<Zy 'W//111111 WI Job Truss Truss Type Oty Ply Avalon-VO-Cust CAB Jack -Open 2 1 Job Reference (optional) Soulnem Irvss. FL Fierce. FL. 349e1 Rum 8.31 S Aug 132019 Print 8.310 SAug 132019 M(fek Industries, Inc. Mon Mar 0213:21:02 page: 1 ID:25Ys9447kmmi2g5MnodC yODa-wXKMyLGzPCO.vzaVQM PS2pzp4F4zDBwnlijPizeyxk -2-9-15 2.2-13 2-&15 2-2-13 12 4.2427 F- 3 do T 2 1 ,x4n , � � a, 4 4 e e 0 35= lx4u 2-243 0 oa Scale=1:32.7 22-7 Plate Offsets (x, Y): (5:0-2-3,0-0-8) Loading 1 (pso Spacing 2-0-0 CSI DEFL in (lac) I/dell L/d PLATES GRIP TOLL(rocf) 20.0 Plate Grip DOL 1.25 TO 0.65 Vert(LL) -D.01 4->999 11 24D MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -D.01 4-11 >999 180 I BOLL 0.0 Rep Stress Incr YES WB D.DO Hom(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017RPI2014 Matru-MP Weight: 16lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=433/0-10.9, (min. 0-1-8). 3=2/ Mechanical, (min. 0-1-8), 4=38/ Mechanical, (min. 0-1-8) Max Hartz 2=114 (LC 4) Max Uplift 2=339 (LC 4), 3-11 (LC 8), 4=38 (LC 1) Max Grav 2=433 (LC 1). 3=23 (LC 4), 4=67 (LC 4) FORCES (lb)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=514/501 BOTCHORD 24=350/327 NOTES 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf; h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ito uplift atjoint 3, 339 lb uplift aljoinl2 and 38 Ib uplift at joint 4. LOAD CASE(S) Standard GENg��[ i PEL17605 r r .l 9/0NA N/1111IM0 \��\ 37 Job Truss Truss Type Oty Ply Avalon-Wl-Gust CJ42 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Soulhem Truss, Ft Pierce, FL, 34951 Scale=1:35.1 Plate Offsets (X, Y): [2:0-2-2,0-1-8],[5:0-2-3,0-0-8] Run: 8.31 S Aug 132019 Pnnt 8.310 S Aug 13 2019 Mnlek Industries, Inc. Mon Mar 0213:21:03 Page: 1 10:25Ys9449kmmi2g5MnodCoyODa-wXKMyLGzPCOwzaVOrWxP52pyMCV✓zDBwnII]Pizeyxk 4A-15 5-5-15 1.4n 42426 r— 3 59-15 I Loading (psf) TCLL (roof) d 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 210-0 Plate Grip DOL '25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI TC 0.76 BC 0.39 WS D.00 Matrix -MP DEFL in Vert(LL) -0.11 Vert(CT) -0.17 Hom(CT) 0.02 (loc) Vdeff Ld 4-11 >641 240 4-11 >414 180 2 We n/a PLATES GRIP MT20 244/190 Weight: 27lb FT=20% LUMBER 6) In the LOAD CASE(S) section, loads applied to the face TOP CHORD 2x4 SP No.2 of the truss are noted as front (F) or back (B). BOT CHORD 2x4 SP M 31 LOAD CASE(S) Standard OTHERS 2x4 SP No.2'Excepr 02:2x4 SP No.3 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, BRACING Plate Increase=1.25 TOP CHORD Structural wood sheathing directly applied or Uniform Loads (lb/R) 5-9-15 oc purlins. Vert: 1-3=-70, 4-9=20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Concentrated Loads (Ib) bracing. Vert 12=119 (F=60, B=60), 14=470 (F=235, REACTIONS (lb/size) 2=768/0-10-15, (min. 0-1-8), B=235), 15=9 (F=S, B=5) 3=1721 Mechanical, (min. 0-1-8), 4=1211 Mechanical, (min. 0.1-8) ' Max Horiz 2=177 (LC 4) Max Uplift 2=439 (LC 4), 3=110 (LC 8), 4=33 (LC 9) Max Grav 2=768 (LC 1), 3=172 (LC 1), 4=133 (LC 3) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 25D - (Ib) or less except when shown. TOP CHORD 2-12=533/405 BOTCHORD 2-14=448/419 ' NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opst,, h=16ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. , 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 4391b uplift at joint 2 and 33 Ito uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 Ito down and 141 lb up at 1-6-1, 101 lb down and 141 lb up \\\ .M 8 \P� L(�ar at 1-6-1, and 111 Ib down and 48 lb up at 4-4-0, and \\� / \ i 11 t�1-/� 111 Ib down and 481b up at 4-4-0 on top chord, and 235 \\ �� CENS� lb down and 1651b up at 1-6-1, 235 lb down and 155lb = x\ up at 1-6-1. and 26 Its down and 5 Ib up at 4-4-0, and ) PE�7605 1 2616 down and 5lb up at 4-4-0 on bottom chord. The ) ) I = design/selection of such connectlon devices) Is the _. --' •'- — _ �I responsibility of others. / STA . ... _.-- .- .• i� tx �•ZC7 i40 /jO�F ORID S 0NA-1ENG \\\\ f-' Job Truss Truss Type Oty Ply Avalon-W-Gust D1 Monopitch 1 1 Job Reference (optional) Soulnem Truss, FL Pierce, FL., U951 Run:8.31 S Aug 132019 Print 8.310 SAug 13 2019 MITek Industries, Inc. Mon Mar 0213:21:03 Page:1 ID:25Ys9447kmmi2g5MnadCoyODm-wXKMyLGzPCOwzaVOrMPS2pyW45XzgKwnlijPizeyxk — 4 S 2da ]-&3 ]+9 1 41 Scale=1:57.9 - 7-ea 15 7-s3 i 7d Plate ORsets(X, Y): [7:0-3-O.D-0-4],[8:0-3-8,Edge],[9:0-1-12,0-1-8],[11:0-2J,0-0-8] Loading { (psf) Spacing 211-0 CSI DEFL in "oc) Udell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL .25 TC 0.73 Vert(LL) 0.09 10-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.17 9-10 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress ]nor YES WB 0.31 Horz(CT) 1 -0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 94 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS IRow at midpt 3-9 REACTIONS Ob/size) 2=867/0-M, (min. 0-1-8), 7=7041 Mechanical, (min. 0-1-8) Max Hertz 2=438 (LC 8) Max Uplift 2=200 (LC 8), 7=337 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=1002/113 BOTCHORD 2-10=389l799, 9-10=3891799, 8-9=155/452 WEBS 3-10=01344, 3-9=810/391 NOTES 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 337 lb uplift at joint 7 and 200 lb uplift at joint 2. LOAD CASE(S) Standard PN,IN�I_B�E9ii��i GENS+F. << i PE-7L 05-h t-- :�-131} STA7 6� ` x i O ,c.�{o•�C7� CV�� ORI�P: �� S ONAI;�NG � 39 Jab Truss Truss Type Oty Ply Avalon -WI -Gust D2 Monopitch z 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: 8.31 S Aug 132019 Pnnn 8.310 S Aug 132019 Milrek Industries, Inc. Mon Mar 0213:21:03 Page: 1 ID:25Ys9449kmmi2g5MnodCoyODco- XKMyLGzPCOwnVOrMPS2pwy46Dz6swn1liPizeyA -z-0� L 1�o eoa W taro r2-00 11F10 &58 S3< 3b12 a4u 1-ba 114 '-%I1 10 2-M 6oL 19- -0 1 t5 Scale =1:58.9 1310 it-1 5+0 52.4 0--12 W-12 0.1-1216 088 Plate Offsets (X, Y): [9:0-5-8,0-2-0), [12:04-0,0.D-8], [13:0-3-0,0-04], [15:0-2-3,0-0-8] Loading (Psf) Spacing 2-0-0 CSI DEFL in 'oc) 11de0 Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.40 11.12 >473 240 MT20 244/190 TCDL 15.0 LumberDOL I 1.25 BC I 0.79 Vert(CT) -0.56 11-12 >342 180 MT20HS I 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 1 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MaVix-MS Weight: 11216 FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. Except: 6-0-0 oc bracing: 9-10 REACTIONS (lb/size) 2=867/0-8-0, (min. 0-1-9), 8=704/ Mechanical, (min. 0-1-8) Max Horiz 2=438 (LC 8) Max Uplift 2=200 (LC 8), 8=337 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=685/15, 34=1220/261, 4-5=476/42, 5-6=455/63 BOTCHORD 2-14=.315/522, 13-14=315/522, 12-13=206/380, 3-12>192/515, 11-12=511/1047, 6-9=180/514, 8-9=-166/337 WEBS 4-11=0/262,9-11=526/1047,4-9=771/373, 6-8=485/338, 3-14=549/310 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsY BCDL=S.Opsf; h=16ft; Cat It; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 8 and 200 Ito uplift at joint 2. LOAD CASE(S) Standard /7 PE 7605 I I J _ STA fv•Zc7 iZ' ORIDP S%NAi'ENG \��\ 40 Job Truss Truss Type ply Ply Avalon-WI-CUSt D3 Monopitch IQ 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8,310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:21:04 Page: 1 ID:25Ys9441kmmi2g5MnodCoyODm-Ojuk9hHbAW8nak4cPD5e4GL6FUTylaC3OySGy8zeyxj 2 rtdtOl M— I 1S2d M W4, 1-08 1]J-e1S1-131680 1L-le 2-6a BDO }2A 1 - d 1 Scale = 1:58.9 1410 WL8 0. -12 0-1-12 a1-12 1- 0.8-0 Plate Offsets (X. Y): [10:0.64,0-2-0], [13:04-0,0-0-8], [14:0-2-0,0-0-0], [16:0-2-3,0-0-8] Loading (Psf) TCLL(roof) f 20.0 TCDL 15.0 BCLL P.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI TC 0.80 BC 0.76 WB 0.40 Matrix -MS DEFL in (loc) Vert(LL) 0.39 12-13 Vert(CT) -0.54 12-13 Horz(CT) 0.16 8 I/deg L/d >468 240 >339 180 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: III lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 . BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. Except 6-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=842/0-8-0, (min. 0-1-8), 8=153/0-8-0, (min. 0-1-8), 9=57710-8-0,(min. 0-1-8) Max Honz 2=438 (LC 8) Max Uplift 2=-190 (LC 8). 8=116 (LC 8), 9=231 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/24, 3-4=-1146/231, 4-5=<36/33, 5-6=-415/54 BOTCHORD 2-15=306/500, 14-15=306/500, 13-14=-199/364, 3-13=174/469, 12-13=483/979, 6-1 0=1 21/358, 9-10=152/289, 8-9=153/291 WEBS 10-12=503/993, 4-1O=706/338, 6-8=-548/286, 3-15=527/301 NOTES 1) Wind: ASCE,7-1 0; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom live load live loads. \\\ P,� _M chord nonconcurrent with any other 4) Provide mechanical connection (by others) of truss�L\ ss to \ � X\GEN,g��\ bearing plate capable of withstanding 116lb uplift atjoint \ i 8, 190 lb uplift at joint 2 and 231 lb uplift at joint 9. / PE_.L76_05 LOAD CASE(S) Standard ( / 3TA �,0 41 Job Truss Truss Type Ory Ply Avalon-WI-Cust D4 Monopitch 1 1 Job Reference (optional) Sounlem Truss. Ft Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 SAug 132019 Mt1ek Industries, Inc. Mon Mar 0213:21:04 Page:1 1 D:25Ys9447kmmi2g5MnorlCoyODm-OjokghFibAWBnzk4CPDSe7GLBGUTziZy30ySGy6zeyxj -2-00 161a e-0-0 1-4 laoo 2-0-e 1s asa � a7-0 y.1 2-0-0 3 4= W. 3.4 a7 8 NOP2X siP 1- 1} 15t 1-12 la' a 141n 280844 1}2< 1 7 1 Scale=1:55.6 1-ID 11-1 s+o 52< 3-8 o--12 0412 W-12 1b4 na-e Plate Offsets (X, Y): V:0-2-0,0-2-B], [11:0-64,0-2-0], [14:0-4-0,0-0-8], [15:0-2-4,0-04], [17:0-2-3,0-0-8] Loading t (psf) TCLL (roof) 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS' TC 0.80 BC 0.76 WB 0.48 Matra -MS DEFL in (Joe) Vert(LL) 0.38 13-14 Vert(CT) -0.54 13A4 Horz(CT) 0.17 9 Well Ud >475 240 >339 180 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 110 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-12 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. Except: 6-0-0 cc bracing: 11-12 REACTIONS (lb/size) 2=841/0-8-0, (min. 0-1-8), 9=138/0-8-0, (min. 0-1-8), 10=592/0-8-0, (min. 0-1-8) Max Horiz 2=392 (LC 8) - Max Uplift 2=210 (LC 8). 9=90 (LC 4), 10=-239 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-655/24, 3-4=1143/269, 4-5=-380/43, 5-6=-359/64 BOT CHORD 2-16=296/499, 15-16=296/499, 14-15=194/363, 3-14=172/468, 13-14=-472/977, 6-11=102/323 WEBS 4-13=01279, 11-13=460/907, 4-11=789/380, 6-9=519/249, 3-16=526/297 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=5.opsf; BCDL=5.0psf; h=16ft; Cat ' 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All are MT20 unless indicated. \\, PRIM plates plates otherwise 5) This tmss has been designed for a 10.0 psf bottom N chord live load nonconcuent with any other live loads. m 6) Provide mechanical connection (by others) of truss to PEE605 Yt bearing plate capable of withstanding 901b uplift at joint 9, 210 lb uplift atjoint 2 and 239 lb uplift at joint 10. .. _ _ ., ... ... 2(- 1 I - — j ^ LOAD CASE(S) Standard LIENG\\\\ 42 Job Truss Truss Type Oty Ply Avalon -WI -Gust D5 1 MonOpilOh 1 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL. 34951 Scale = 1:52 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek lnoustnes, Inc. Mon Mar 0213:21:04 Page:1 ID:25Ys9447kmmi2g5MnodCoyODN-Ojuk9hHbAW8nak4cPDSe9GL5TUTxiZ73OySGyezeyxj -24H1 15-10 abo 12ZH 11}2J 1600 2-0-0 Mls M 2A13 U0 3.4. 2x4. 5 6 7 NOP2x STP 1-0d 13 15-1-12 16 I 14.10 2-9-0 e-0-0 13-24 +r}-lr6 16134 18-10 �&11-1d 5J-0 I 5.2i 6 - 2 0-1-12 0-1-12 Ib Od8 Plate Offsets(X, Y):[5:0-2-0,0-2-8],[10:0-6-0,0-2-4],[13:0-4-0,0-0-8),[14:0-2-4,0-0-4],[16:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEd(LL) PL in l oc) Well L/d PLATES GRIP TOLL (roof) 1 20.0 Plate Grip DOL 1.25 TO 0.85 Ve7 0.31 12-13 >486 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) I -0.54 12-13 >338 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WE 0.47 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 106 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except- B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=840/0-8-0, (min. 0-1-8), 8=115/0-8-0, (min. 0-1-8), 9=616/0-8-0,(min. 0-1-8) Max Horiz 2=342 (LC 8) Max Uplift 2=225 (LC 8), 8=126 (LC 4), 9=224 (LC 8) Max Grav 2=840 (LC 1). 8=145 (LC 18), 9=616 (LC 1) FORCES Ob) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=655/27, 34=-1137/290, 4-5=383/87, 5-6=258/101 BOTCHORD 2-15=-282/500, 14-15=282/500, 13-14=185/363, 3-13=1551459, 12-13=44D/969, 6-10=98/308, 9-10=99/26D, 8-9=100/261 WEBS 4-12=0/283, 10-12=-429/888, 4-10=-771/367, 6-8=505/195, 3-15=527/289 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=5.Cpsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 8, 2251b uplift at joint 2 and 2241b uplift atjoint 9. LOAD CASE(S) Standard R- GENSF\I�� PE7605 \ =_ I 1 I -fl t STA i� W, <ORIOP�: '0 \\ 70NALIE\* ? Job Truss Truss Type Ory Ply Avalon -WI -Gust D6 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 132019 Print: 8,310 S Aug 132D19 MiTek Industries, Inc. Mon Mar 0213:21:04 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODm-OjukghHDAW8nak4cPDSe7GL5KUTyiah30ySGy9zeyxj 1 -2-0-0 1R-10 I 8-0-0 I L" 13-2-0 16-0.D 1 2-0-0 1-G_to M 2ao 32-0 2a1x NOP2X STP 14- sc4- a4o 5 6 7 1-60 lsd-0 1$-1-12 1"4 1 141D 112d-0 1 8-0-0 1 132-0 11Tr716 15Tr I 1-D _11-1D Sdd 5-2d M11- 2 Scale =1:48.2 M-12 0-1-12 1dd 08A Plate Offsets(X, Y):[5:0-2A,0-2-8],[8:0-1-12,0-1-8],[10:0-7-0,0-2-0],[13:0-4-0,0-0-8],[14:0-24.0-04],[16:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.86 VertI LL) D.36 12.13 >502 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Ven(CT) -0.55 12-13 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.43 Hom(CT) 0.18 8 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 102 lb FT=20% LUMBER 6) Provide mechanical connection (by others) of tmss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 190 lb uplift at joint BOT CHORD 2x4 SP No.2'Except' B2:2x4 SP M 31, 8, 2291b uplift atjoint 2 and 289 to uplift atjoinl 9. B4,F2:2x4 SP No.3 LOAD CASE(S) Standard WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=832/0-8-0, (min. 0-1-8), 8=57/0-8-0, (min. 0-1-8), 9=796/0-8-0,(min. 0-1-8) Max Hodz 2=292 (LC 8) Max Uplift 2=229 (LC 8), 8=190 (LC 6), 9=289 (LC 8) Max Grav 2=832 (LC 1). 8=88 (LC 8), 9=796 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-650/54, 34=-1104/275, 4-5=-380/125, 5-6=279/108 SOT CHORD 2-15=-259/498, 14-15=259/498, 13-14=168/360, 3-13=112/428, 12-13=373/936, 9-10-109/292, 8-9=110/294 WEBS 4-12=01298.10-12=-336r/97, 4-10=712/335, 6-8=-493/180, 3-15=524/271 NOTES I Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst; BCDL=5.Opsf; h=16ft; Cat \\\ V • 84�I II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 \\ �� _ \GENS+�� 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. / 5) This truss has been designed for a 10.0 psf bottom , PE,176O5 t chord live load noncwncument with any other live loads. I 1 STA iO �, 44 Job Truss Truss Type City Ply Avalon -WI -Gust D7 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 132019 Pdnt:8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 021321:04 Page: 1 ID:25Ys944?kmm12g5Mnolcoy00rx-0)uk9hHbAW8nak4cPDSe?GL41USeibJ3DySGy8zey4 -2-0 i 1410 i BAU 16.2.4 , 1641J1 , NOM sTP 4e9= U4- b4n 4 5 6 1-04i 13d-0 15-1-12 160-0 I tsto 1124w 1 e-1-tz I 1}2J 1�r.� tst t6 I 14:10 1M1tp SS12 5-08 D-1 2 Scale=1:44.6 at-12 a1-12 1l 0446 Plate Offsets (X, Y):[3:0-3-12,0-1-8],[4:0-5-4,0-2-0],[7:0.1-12,0-1-8],[9:0-6.4,0-24],[12:0-4-0,0-0-8],[13:0-2-4,0-0-0],[15:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deg L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.36 11-12 >502 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC I 0.78 Vert(CT) -0.57 11-12 >318 180 MT20HS 187M43 BCLL 0.0 Rep Stress Incr YES WB 0.33 HOR(CT) 0.18 7 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 97lb FT=20% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 *Except- S2:2x4 SP M 31. B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 9-10 REACTIONS (lb/size) 2=836/0-8-0, (min. 0-1-8), 7=3710-8-0, (min. 0-1-8), 8=698/0-8-0,(min. 0-1-8) Max Honz 2=242 (LC 8) Max Uplift 2=231 (LC 8), 7=131 (LC 4), 8=-212 (LC 8) Max Grav 2=836 (LC 1), 7=125 (LC 18), 8=698 (LC 1) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-660/82, 34=1085/262, 4-5=540/202 BOT CHORD 2-14=-240/510, 13-14=240/510, 12-13=153/365. 3-12=1181393, 11-12--285/912, 8-9=186/510, 7-8=-186/511 WEBS 4-11=01286. 9-11=285/863, 4-9=-4181191. 5-7=714/256, 3-10-534/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 7, 231 lb uplift atjoint 2 and 2121b uplift at joint 8. LOAD CASE(S)r Standard \\\\WI III///,/ iJ PU605 �\ 1 ) I STA OFF.<ORI 45 Job Truss Truss Type Oty Ply fi Avalon-Wl-Cust D8 Half Hip Girder 1 1 Job Reference (optional) Southem Tru55, FL Pierce, FL, 34951 Rum 8.315 Aug 132019Pnnt 5.3103Au9132019M11eKInausbes, Inc. Mon Mar U213:21:1 Fags:l ID:25Ys944?kmmi2g5MnodCoyODrx-O)uk9hHbAMnak4cPDSe?GLBOUYelc530ySGyazeyxj -28 e NOP2x5 P 68-0 10.7-12 sU-0 4-&12 4x7- 12 3 17 6-142 1W-12 15-i-II )oue 48a 1U-4 144n 3r4= 24. 16 4 1s 29 5 6 i NO 153-0 if-e-0 I ' Scale=1:39.9 I 8-1-12 1 eb.o I a-7-12 b.6a I Plate Offsets (X, Y): (3:0-SA.0-2-0], 112:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in '00 Udeg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 11-16 >999 240 MT20 244/190 TCDL '15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 11-16 -999 180 BCLL 0.0 Rep Stress Incr NO WB 1 0.28 HDm(CT) -0.01 2 We n/a BCDL 10.0 Code FBC20171TP[2014 Matrix -MS Weight: 85 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (Ib/size) 2=75910-8-0, (min. 0-1-8), 7=-104/0-8-0, (min. 0.1-8), 8=688/0-8-0, (min. 0-1-8) Max Horiz 2=192 (LC 8) Max Uplift 2=-229 (LC 8), 7-104 (LC 1), 8=348 (LC 5) Max Gav 2=759 (LC 1), 7=87 (LC 4), 8=782 (LC 32) FORCES (Ib)- Max. CompJMaz. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-845/238, 3-17=-605/227, 17-18=-605/227, 4-18=605/227, 4-19=-605/227, 19-20=605/227, 5.20=605/227 BOT CHORD 2-11=-249/681, 10-11=247/691, 5-8=701/350 WEBS 4-10=-295/212, 5.10=28Y733 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=5.0psf; BCDL=S.Opst h=16ft; 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 Ib uplift at joint 7, 229 Ib uplift at joint 2 and 3481b uplift at joint 8.- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 42 lb up at 6-0-0, 114 lb down and 42 Ib up at 8-0-12, 114 lb down and 421b up at 10-0-12, 114 lb down and 42 lb up at 12-0-12, and 114lb down and 42 to up at 14-0-12, and 92 lb down and 19 lb up at 15-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (b/ft) Vert: 1-3=-70, 3-6=70, 9-14=20, 7-8=20 Concentrated Loads (Ib) Vert: 3=42 (F), 6=17 (F), 17=42 (F), 18=42 (F), 19=42 (F), 20=42 (F) CENSF PE5 \\ I 7 I � STA- o x` NAL m Job Truss Truss Type Oty Ply Avalon-WI-Cust D9 MONOPITCH GIRDER 1 Z Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Indusbies, Inc. Mon Mar 0213:21:05 Page: 1 ID:25Ysg447bnmi2g5MnodCoyODm.mS6NIlExpGeCutov YTUPrutRR7vDECBgUazeyA NO 5 5N tg3a 151-0 tW Sl3 Sb5 big 1-5-0 h4u i 94= 2,4. &u. W. 157-12 533 10.}e 15J 12 Scale = 1:56.9 sas s-0's s-o-s 4 04 0 Plate Offsets (X, Y):[4:0-1-12,0-1-8],[5:0-1-12,0-1-8],[7:0-3-0,0-4-12],[8:0-7-8,0-2-8],[10:044,0-24],[11:0-2-0,04-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.09 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.15 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.56 Horz(CT) 0.02 10 n1a We BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 271 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcument with any other live loads. BOT CHORD 2x6 SP N0.2'Except' B1:2x6 SP M 26 6) Provide mechanical wnnection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 724 Ib uplift atjolm BRACING 1 and 25561b uplift atjoint 10. TOP CHORD Structural wood sheathing directly applied of 7) Hanger(s) or other connection device(s) shall be 5-6-13 oc purlins, except end verticals. provided sufficient to support concentrated load(s) 1977 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Ib down and 785 lb up at 7-0-12, 8991b down and 334 Ib bracing, Except: up at 9-0-12, 899 lb down and 337 lb up at 11-D-12, 899 6-0-0 0o bracing: 7-8. lb dawn and 339 lb up at 13-0.12, and 906 lb down and 6-0-0 oc bracing: 8-10 3301b up at 15-1-0, and 14951b down and 7261b up at 16-4-4 on bottom chard. The design/selection of such REACTIONS (Ib/size) 1=231910-8-0, (min. 0-1-8), connection demoe(s) is the responsibility of others. 10=6240104-0, (min. 0-2-9) LOAD CASE(S) Standard Max Horiz 1=409 (LC 8) 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Max Uplift 1=-724 (LC 8). 10=2556 (LC 8) Plate Increase=1.25 FORCES (Ib)- Max- Comp./Max. Ten, -All forces 250 Uniform Loads (Ib/ft) (Ib) or less except when shown. Vert: 1-6=70, 10-13=20, 9-10=20, 7-8=20 TOP CHORD 1-2=4817/1526, 2-3=2891/836, Concentrated Loads (Ib) 34=2749/848, 4-5=267/418 Vert 7=1495 (F), 10=906 (B), 16=1977 (B), BOT CHORD 1-12=1689/4231, 12-16-16B9/4231, 17=899 (B), 18=899 (B), 19=899 (B) 16-17=1689/4231, 11-17=1689/4231, B-10=4649/2109, 5-8=1726/875, 7-8=251/122 WEBS 2-12=515/1495, 2-11=1945/823, 4-11=1027/2952, 4-8=3413/1334, 5-7=-610/1241, 8-11=-1032/2626 NOTES 11 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are wnsidered equally applied to all plies, \\�\\P,� N} B_4/:. except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. // P E �i 3) Wind: ASCE 7ise I dicate60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.0psf; h=16ft; Cat.. I I II; Fxp C; End., GCpi=0.18; MWFRS (envelope);' Lumber DOL=1.60 plate grip DOL=1.60 "f1 t STA - 4) All pfates are MT20 plates unless otherwise indicated - - i'P �i0'��`��ORIDP N�� Job Truss Truss Type Oty Ply Avalon-Wl-Cusl D1O Half Hip Girder 1 Z Job Reference (optional) Southern Truss, FL Pierce, FL, U951 Run: 8.31 S Aug 132019 Print:8.310 S Aug 132019 MiTek Industries, Ina Man Mar 0213:21:05 Page: 1 10:25Ys9447kmmi2g5MnoHCoyODm4w56N11EVGeCufov YTWA=RvSDEcggUazeyid 4.6 0 asa 1 o-lo-r I 12-00-2 I 1611-0 as-0 f al-7 3-n-n at-7 it 12 4.5• er4- W. 4.7. 6 r— 3 4 5 15 6 7 a10-12 6-10r 12-ta2 16.14e Seale=1:37.1 1 a10.12 1 3-11A1 I 111-11 1 4-1-7 1 Plate Offsets (X, Y): [2:0-8-0,Edge], [3:0-5-8,0-2-0], [6:0-24,0-1-12], [7:Edge,0-3-8], [8:0-1-12,0-1-8], [10:0-3-0,04-12], [11:0-3-8,0-1-0] Loading (par) Spacing 2-0-0 CS' DEFL in (l1011oc) Vale' L/d PLATES GRIP TCLL (roof) € 20.0 Plate Grip DOL 1.25 TO 0.66 Vert(LL) 0.13 - >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.23 10-11 >878 180 I BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MalriX-MS Weight: 202 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Except* W3:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=3913/0-8.0, (min. 0-1-10). 7=5436/0-8-0. (min. 0-24) Max Horiz 2=161 (LC 25) Max Uplift 2=1285 (LC 8), 7=1763 (LC 5) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=7514/2531, 34=9067/2973, 4-5=-5982/2214, 5-15=-6982/2214, 6-15=-6982/2214, 6-7=4491/1466 BOT CHORD 2-16=2283/6635, 11-16=2283/6635, 11-17=2319/6734, 10.17=2319/6734, 9-10=2973/9067, 9-18=2973/9067, 8-18=2973/9067 WEBS 3-11=-628/1685, 6-8=2553/8078, 4-10=402/1019, 3-10=823/2782, 4-8=2462/896, 5-8=-397/264 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 4-10 2x4 -1 row at 04-0 oc, Except member 5-8 2x4 -1 row at 04-0 cc. 2) All loads are considered equally applied to all plies, except V noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi=D.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1763lb uplift at joint 7 and 1285 Ib uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 133 Ib up at 12-8-12, and 86 lb down and 106 Ib up at 14-8-12 on top chord, and 914 He down and 401 Ib up at 4-34. 1844 lb down and 704 lb up at 7-0.12, 899 16 dawn and 265 lb up at 9-D-12, 899 He down and 235 lb up at 11-0-12, 432 lb dawn and 133 lb up at 12-8-12, 899 lb down and 210 lb up at 13-0-12, 47 Ib down at 14-e-12, and 885 Ib down and 232lb up at 15-0-12. and 718 11b down and 347 lb up at 15-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert 1-3=-70, 3-6-70, 7-12=20 Concentrated Loads (Ib) Vert 8=1330 (F=899, B=-432), 10=899 (F), 5=113 (3), 15=61 (B), 16=-914 (B), 17=-1844 (F), 18=899 (F), 19=28 (B), 20=1603 (F=-885, 8=718) 'N�I B/,/��// PE,y76O5 1 � i -131 �• _ ,. �STA ////SS��NALIENG\\�\ 48 Jab Truss Truss Type Oty Ply Avalon -WI -Gust D11 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, FL Pierre, FL., 34951 Scale=1:49.1 Plate Offsets (X, Y):[4:0-4-5,0-1-0],[5:0-1-12,0-2-0] Run: 8.31 5 Aug 132019 Print 8.310 SAug 132019 MITek4nduscles, Inc. Mon Mar 0213:21:05 page: 1 I0:25Ys9447kmmi2g5MnodCoyODm.- S6NllExpGeCVDMIYTUFgupKR7hDEcSgUazeyd 8-0-0 I bid N11e 6dd 0. ado 4z4- 15.9991 U4u 2 2 W. I se-o e,n-p I es9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Iltlefl L/d PLATES GRIP TOLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.20 4.5 >377 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.29 4-6 >257 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 5916 FT=20% LUMBER Uniform Loads (lb/ft) TOP CHORD 2x4 SP No.2 Vert: 1-2=70, 2-3=70, 4-5=20 SOT CHORD 2x6 SP M 26 Concentrated Loads (Ib) WEBS 2x4 SP No.3 Vert: 8=-689 (F), 9=684 (F), 10=684 (F) OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. WEBS 1 Raw at midpt 2-5 REACTIONS(lb/size) 5=1508/ Mechanical, (min. 0-1-8), 7=1141/0-5-0, (min. 0-1-8) Max Uplift 5=713 (LC 4), 7=544 (LC 5) . FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-7=388/889, 6-7=-252/156, 2-6=-252/156 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. It Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713 lb uplift at joint 5 and 5441b uplift at joint 7. 7) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 689 lb down and 3521b up at 0-7A2, and 6841b down and 357 He up at 2-7-12, and 6841b dawn and 3571b up at �X\�• !S, 4-7-12 on bottom chard. The design/selection of such `� V�j� \GEN� �i'�.N�� connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face j PE7605 11 of the truss are noted as front (F) or back (B). I F _. 1) Dead+ o Standard �i-,) _ I i) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ' -O 1 STA S/ONALIENG M Job Truss Truss Type Oty Ply Avalon -WI -Gust E1 Common 1 1 Job Reference (optional) $011lnem I N66, H. Marco, rL., a4a51 d hl Scale=1:41.4 M -�.. Run: 8.31 S Aug 132019 Print 8.310 S Aug 132019 MITek Industries, Inc. Mon Mar 0213:21:05 Page:1 ID:25Ys9447kmrtu2g5MnodCoyODa-swS6NllExaGeCufo=YTuHBum4R6nDEcBgUazeyl8 3da i 1812 1 63-0 1 13da 1 tada 4t4- 12 4 1812 12-6-0 120 1-Sa ado 64.0 0.1 o-1-12 Plate Offsets (X, Y):[2:0-2-11,0-1-3],[8:0-2-8,0-0-8],[9:0-2-3,0-0-8],[11:0-2-3,0-0.8] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) UdeO Ud PLATES GRIP TCLL (roof) [ 20.0 Plate Gnp DOL 1.25 TC 0.79 Vert(LL) 0.13 7_18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.20 7-18 >663 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 58 lb FT=20% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. REACTIONS alb/size) 5=60610-1-8, (min. 0-1-8), 8=808/0-3-8,(min. 0-1-8) Max Hodz 8=83 (LC 6) Max Uplift 5=311 (LC 9), 8=-399 (LC 8) Max Grav 5=618 (LC 14), 8=806 (LC 1) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-333/253, 3-4=504/268, 4-5=478/221 BOT CHORD 2-8=-215/382, 7-8=-68/364, 5-7=68/364 WEBS 3-8=-538/412 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=5.OpsY BCDL=5.Opsf; h=16ft; Cat II; Exp C; Part Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 5 and 399 lb uplift at joint 8. LOAD CASE(S) Standard _\CENs� PEL7605 / I 1 50 Jab Truss Truss Type Oty Ply Avalon -WI -Gust E2 Hip Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 -2dd 1 soa Run:8.31 S Aug 132019 Print:8.310 S Aug 132019 MTek Industries, Inc. Mon Mar 0213:2105 Page:1 ID:25Ysg44]kmmi2g5MnorlCoyODm-sw56NllEr GeCOo=tYTUFuusfR62DEeSgU=eyd lid r 12dd 1 14-ad 12 4z4= 4.4- 3 20 4 6 — 6 �90 5.1-12 7Ai 12-7 12-ad Scale =1:37.950.12 atW Plate Offsets (X, Y): [2:0-5-15,0-1-6], [2:0-1-1,0-8-31, [9:0-2-3,0-041, [11:0-2-3,0-0-8] Loading (pso I Spacing 2-0-0 CC81 DEFL in floc) Well Lid PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.09 7-19 "Ing 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.15 7-19 >999 180 BCLL 0.0 Rep Stress Inu NO WB 0.07 Horz CT) -0.02 2 n/a n1a BCDL 10.0 Code FBC201717PI2014 Matrix -MS Weight: 611b FT=20% LUMBER 7) Hanger(s) or other connection device(s)shall be TOP CHORD 2x4 SP No.2 provided sufficient to support concentrated load(s) 177 lb BOT CHORD 2x4 SP M 31 down and 2191b up at 5-0-0, and 77lb down and 102 lb WEBS 2x4 SP No.3 up at 6-3-0. and 177 lb down and 2191b up at 7-6-0 on WEDGE Left: 2x6 SP No.2 top chord, and 73 lb down at 5-0-0. and 2716 down at BRACING 6-3-0, and 73 lb down at 7-5-4 on bottom chord. The TOP CHORD Structural wood sheathing directly applied or design/selection of such connection device(s) is the 4-2-6 oc puffins. responsibility of others. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) In the LOAD CASE(S) section, loads applied to the face bracing. of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard REACTIONS(lb/size) 2=983/0-4-15,(min. 0-1-8), i) Dead +Roof Live (balanced): Lumber Increase=1.25, 5=833/0-1-8, (min. 0-1-8) Plate Increase=1.25 Max Hartz 2=71 (LC 6) Uniform Loads (lb/ft) Max Uplift 2=392 (LC 8), 5=-339 (LC 9) Vert: 1-3=70, 34=70, 4-6=70, 13-17=20 Max Grev 2=983 (LC 1), 5=837 (LC 18) Concentrated Loads (Ib) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 Vert: 3=-123 (F), 4=-123 (F), 8=-45 (F), 7=45 (F), (Ib) or less except when shown. 20-55 (F), 21=13 (F) ' TOP CHORD 2-3=-943/422, 3-20=761/386, 4-20=761/386, 4-5=940/389 BOTCHORD 2-8=288/756, 8-21=265f761, 7-21=-265/761, 5-7=269 761 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=S.Opsf; BCDL=S.Opsf, h=16ft; Cat II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5. 6) Provide mechanical connection (by others) of truss to / platebearing withstanding 3921b uplift at joint 2 and 339Ib uplift at joint S GENSF.��ii PEA7605 `1 / � I �t STq 0ORIO NAL 51 1 Job Truss Truss Type Oty Ply Avalon-VJl-Gust FGA Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 20 Scale=1:42.7 Run:8.31 S Aug 132019 Pnnt 8.310 S Aug 132019 Milak Industries, Inc. Mon Mar 0213:21:06 Page:1 ID:Myb4S0x9oC7eeHpkV77GgV_ln-sw56N1lExpGeCWo=YTUKGupTRlhDECBgUazey)d �44A 42-0 fi4-0 I 0-2-0 l 10.7.12 123 1-6.1 2312 2-0-0 2-512 1d tx4. 2 40 as. 2rau M4- lx4u 3x4• ix4u 2x8u 1 21 2 3 V 4 23 5 24 0 25 7 0 20 e ■ ■ Y ��L rfll Usn W. W. MROHs 4.6. I 1-10a 20 az-0 I 10-z-0 1�Q 12da I t-10-a 4-0-0 4-0-0 1-10.0 Plate Offsets (X, Y): [2:0-3-0,0-1-0], [13:0-2-0,0-2-12], [17:0-2-0,0-2-12], [19:Edge,O-3-8], [20:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/dell Ud PLATES GRIP TOLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.08 1'16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Ve qCT) -0,05 15 >999 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 1 0.38 He0rz(CT) -0.22 10 n/a n/a BCDL 10.0 Code FBC2D17/TP12014 Matrix -MS Weight 96 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Ne.2'ExcepV B4:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur irs, except end verticals. BOT CHORD Rigid ceiling directly applied or 5.8-13 oc bracing. REACTIONS All bearings 1-10-0. (lb) - Max Horiz 20=485 (LC 7) Max Uplift All uplift WO (lb) or less atjoint(s) 11 except 10=733 (LC 8). 12-1138 (LC 5), 18=1097 (LC 4), 19=228 (LC 5), 20=838 (LC 8) Max Gram All reactions 250 Qb) or less at joint (s) 11, 19 except 10=472 (LC 29). 12=1302 (LC 1), 18=1302 (LC 1). 20=690 (LC 29) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-521t771, 4-23=542/630, 5-23=542/630, 5-24=542/630, 6-24=-542/630, 9-10=461RS2 BOTCHORD 19-20=-433/156, 2-18=763/984, 17-18=460/179, 16-17=904/542, 15-16=9041542, 14-15=904/542, 13-14=-904/542, 12-13=269/83, 8-12=760/620 WEBS SA5=148/284,4-16=346/243, 3-17=628/227, 6-14=-421/245, 7-13=-428/198, 4-17=954/1125, 6-13=95611292 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.OpsF h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left and right exposed; porch exposed 1-8-4 to 10-7-12 ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard In-dustry' Gable End Details as applicable, or consult qualified building designer as perANSI/rPI 1. 3) This truss Is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSVTPl l angle to grain formula. Building designer should verify capacity of bearing surface, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011a uplift at joint (s) 11 except (t=16) 20=837, 10=732, 19=228, 18=1097, 12=1138. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 737 Ib up at 0-1-12. 320 Ib down and 143 lb up at 1-0-13, 345 lb down and 208 lb up at 3-0-13, 134 Its down and 27216 up at 4-11-12, 134 lb down and 272 Its up at 6-2-0, 134 lb down and 272lb up at 7-4-4, 345 Ito down and 208 lb up at 9-3-3, and 320lb down and 143 Ib up at it-3-3, and 396 lb down and 737 lb up at 12-2-4 on top chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-9=-70, 19-20=-20, 12-18=20, 10-11=-20 Concentrated Loads (Ib) Vert: 1=183, 9=183, 5=134, 21=320, 22=345, 23=134, 24=-134, 25=345, 26=320 LPN----4Fq GENSF•��1!�i /7 PE�76O5 I r 1 STA i rO x� Al3 52 Job Truss Truss Type City Ply Avalon-WI-Cust FGB Roof Special Girder 1 1 Job Reference (optional) Southern Truss. FL Pierce, FL. 34951 Run: 8.31 S Aug 132019 Pnnt. 8.310 S Aug 132019 MiTek Industries, Inc. Man Mar 0213:21:06 Page:1 I D:MyMSNgoC7eeHpkV77Gg21_1n.K6OUaNJs170Vg1 E7 WeU64hRY'AASAVOMTGxN0l zeyxh 1 1-Bd 1 az-0 1 e-z-0 1 &24 18-7.12 12i 11 -BA r aS12 2A9 2aa 2-512 1Aq W. 4.4- 4.4e 4x4= 3x4= 10u 2x4- tx4u 4x4= 1 21 4 2 3 23 4 24 5 25 6 26 7 8 27 28 9 SiX SE SE SE a6u 1.4. 1.4 a6u 1 1-180 21� 62-0 1 1n 12; 0 1 Scale =1:42.7 1-18a a.oa a10-2-0 oo 1-ea Loading (Psf) Spacing 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Ved(CT) -0.07 15 >999 240 BCLL { 0.0 Rep Stress Incr NO WB 0.35 Hoa(CT) 0.04 11 Ne n/a BCDL 10.0 Code FBC2017/TP12014 Matra -MS Weight: 991b FT=20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 42316 uplift atjoint BOT CHORD 2x4 SP No.2'Except' B2:2x4 SP No.3 20, 503 lb uplift at joint 10, 531 to uplift atjoint 18 and WEBS 2x4 SP No.3 553 Ito uplift atjoint 12. OTHERS 2x4 SP No.3 7) Hanger(s) or other connection device(s) shall be BRACING provided sufficient to support concentrated load(s) 989 lb TOP CHORD Structural wood sheathing directly applied or down and 538 lb up at 0-6-4, 196 lb down and 145 lb up at 1-0-13, 20416 down and 64 lb up at 3-0-13, 405 Ito 6-0-0 oc pudins, except end verticals, down and 1441b up at 4-11-12, 406 b down and 1441b BOT CHORD Rigid ceilingdirectly applied or 10-0-0 oc Y pP up at 6-2-0. 4051b down and 144 lb up at 7-4-4, 204 lb bracing, Except: down and 64 lb up at 9-3-3, 1961b down and 146 lb up 6-0-0 oc bracing: 19-20,10-11. at 11-3-3, and 989 lb down and 539 lb up at 11-9-12, REACTIONS All bearings 1-10-0. and 104 lb down and 106 lb up at 11-9-12 on top chord. (Ib) - Max Uplift All uplift 100 (lb) orless atjoint(s) The design/selection of such connection device(s) is the except 10=-503 (LC 6), 12=553 responsibility of others. (LC 4). 18 =531 (LC 4). 20=424 8) In the LOAD CASE(S) section, loads applied to the face (LC 6) of the truss are noted as front (F) or back (B). Max Grav All reactions 250 (Ib) or less at joint LOAD CASE(S) Standard (s) 11, 19 except 10=856 (LC 1), 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, 12=1336 (LC 1). 18=1308 (LC 1), Plate Increase=1.25 20=779 (LC 1) Uniform Loads (lb/ft) FORCES Qb)- Max. Comp./Max. Ten. -All forces 250 Vert: 1-9=70, 19-20=-20, 12-18=-20, 10-11=20 (Ib) or less except when shown. Concentrated Loads (Ib) TOP CHORD 1-20=-7801440, 4-24=697/231, Vert: 5=-259, 21=989, 22=-196 (F), 23=3, 24=-259, 5-24=-697/231, 5-25=-697/231, 25=259, 26=-3, 27=-196 (F), 28=-1093 (F=-104) 6-25=697/231, 9-10=857/519 BOTCHORD 2-18=924/401, 16-17=2311697, 15-16=231/697, 14-15=231/697, 13-14=-231/697, 8-12=955/424 WEBS 5-15=379/185, 4-16=113/402. 3-17=1711488. 6-14=114/402, 7-13=-172/490, 4-17=-1274/432, 6-13=12741433 NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0ps(; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 \ \ �• __L/:, // 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. �� GE�NS'��\�� 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom / F E7605 t chord live load noncon 2 cent with any other live loads. 1 5) Bearing SIrr 1118, 12 considers parallel it grain value using ANSI/TPIl angle to grain formula. Building — designer designer should verify cag_acity of bearing surface. -Jig1k STA / ur ORIO P �\�� //ONALIENG \\\� 6V Job Truss Truss Type ON Ply Avalon-WI-Cusl FGC Flat Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 4 13 Scale=1:43.6 Run: 8.31 S Aug 132D19 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:21:06 Page:1 ID:GVGSRR_3stgQnAVF2NS0e2zf_lq-K60UaNJsi7OVg1E7WeU6 hRSJ172AVHMTGxNOtzeyxh 3-ta41 73 2-t0a Z.- t.4u b4u 1.4u 1u4u 1z4u 2.4. 1 2 14 a 4 15 5 16 6 W. 1.4. 1x4 10. 2.4. NOPUorP 144u 1.6'2 z-ta6 I 73 102 1-114 654 Loading (psf) Spacing 2-0-0 CSI DEFL in 'oc' "dell Ud PLATES GRIP TCLL (root) 20.0 Plate Gnp DOL 1.25 TC 0.83 Vert(LL) -0.05 8-9 >998 360 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.85 Ved(CT) -0.11 8-9 >456 240 BCLL f 0.0 Rep Stress Ina NO WB 0.36 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wlnd(LL) 0.07 8-9 >723 240 Weight: 62lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 , BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-Oocpudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS All bearings 1-1-14. except 7= Mechanical, 10=0-8-0, 12=0-3-8 (Ib) - Max Uplift All uplift 100 (lb) or less at joint(s) except 7=-327 (LC 4). 10=637 (LC 4),12=545 (LC 1), 13=276 (LC 4) Max Grant All reactions 250 (lb) or less atjolnt (a) except 7=738 (LC 1). 1 0=1 674 (LC 1). 12=256 (LC 6). 13=652 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=387/169, 6-7=447/213 WEBS 4-9=457/198, 5-8=364/196, 3-10=-763/294 NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsY h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless omelwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 13. 327 lb uplift at joint 7, 6361b uplift at joint 10 and 544 lb uplift at joint 12. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 328 lb down and 1421b up at 0-1-12. 258 Ib down and 109 lb up at 2-3-13, and 76716 down and 340 lb up. at 4-2-12. and 541 lb down and 312 lb up at 6-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Qb1 t) Vert: 1-6=-70, 7-13=20 Concentrated Loads (lb) Vert: 1=328, 14=258, 15=767, 16=541 PE7 105 MSTA .. I Rl- 54 Job Truss Truss Type Oty Ply Avalon -WI -Gust FGD Flat Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Scale = 1:44.9 Plate Offsets (x, v): 12:0-3-0,0-2-12) Run: 8.31 S Aug 132019 Pant: 8.310 S Aug 132019 MITek Industies, Inc. Mon Mar 0213:21:06 Page:1 ID:gGV Holav6KSFnSOHCVJMpuz lrt K6OUaNJs7OVg1 E7VJUMhRb11KeAaZMTGxN01xeyAi 2-1 2,7 2-11-15 1- 2 211. -02 tas ypd Loading (pal) TCLL (roof) f 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI TC BC WE Matrix -MP 0.22 0.04 0.02 DEFL in (too) I/defl Ud Vert(LL) 0.00 3 >999 360 Vert(CT) 0.00 3 >999 240 Ho2(CT) 0.02 7 n/a n/a Wind(LL) 0.00 3 >999 240 PLATES GRIP MT20 2441190 Weight: 36lb FT=20% LUMBER Vert 1-2=70, 3-5=20 TOP CHORD 2x4 SP No.2 Concentrated Loads (Ib) BOT CHORD 2x4 SP No.2 Vert: 2=281, 1�328 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc pudins, except end verficals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=58/0-3-8, (min. 0-1-8), 5=453/1-1-14, (min. D-1-8), 7=30010-3-1,(min. 0-1-8) Max Uplift 5=192 (LC 4), 7=104 (LC 4) Max Grav 4=75 (LC 3). 5=453 (LC 1), 7=300 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-466/201 WEBS 2-7=-304/106 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf', BCDL=5.0psf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ' 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1921b uplift atjoint 5 and 104 lb uplift at joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated lcad(s) 32816 \\� N 'NI . Bt down and 1421b up at 0-1-12, and 281 Ib down and 118 \\�� ` lb 2-4-11 top The designiselection i� \ %CEN up at on chord. of ` such connection device(s) is the responsibility of others. ' PE 760 \ 5 LOAD CASE(S) Standard—j 1) Dead +Roof Live (balanced): Lumber Increase=1.25, \1 Plate Increase=1.25 I M Uniform Loads (Ib/ft) \ TKO -O STA ////SS/ONALIENG��\� 55 Job Truss Truss Type Qty Ply Avalon-Wl-Cuet H1 Common 1 1 Job Reference (optional) Soulhem Truss. FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2D19 MITek Industries. Inc. Mon Mar 0213:21.06 Page: 1 ID:25Ys944?kmM2g5MnodCoyODm-K6OUaNJs7OVg1E?WeU64hRXTIFvAaUMTGz Dlzeyxh i a24 i as-o i 12 6 r 4x4= 2 a. 4 s U4. 1.4. d.4. a24 I e.4o Scale = 1:37.9 a2U a2L Plate Offsets (X,Y): [1:Edge,0-1-12],[3:Edge,0-1-12] Loading (psf) Spacing 2-0-D CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.11 5 >875 180 BCLL 0.0 Rep Stress [nor YES WB 0.03 Horz(CT) O.OD 4 n/a n/a BCDL 10.0 Code FBC2017/TP]2014 Matrix -MR Weight 36 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=3621 Mechanical, (min. 0-1-8), 6=3621 Mechanical, (min. 0-1-8) Max Horiz 6=40 (LC 5) Max Uplift 4=-90 (LC 9). 6=-90 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-268/94, 2-3=268/94, 1-6=262/106, 3-4=-262/106 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=5.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., 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 nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 fb uplift at joint - 6 and 90 lb uplift at joint 4. LOAD CASE(S) Standard \�GEN& i F`� PE-17605 �`� 1 = Il 'd t STA� 05, Ss70NAL MR 1i Job Truss Truss Type Oty Ply Avalon-Wl-Cust H2 Hip 1 1 Job Reference (optional) 5oWlem lNSS, FL Pierce, I-L., MUM Run:8.31 S Aug 1J 2Ule Ynnl:U.WU 5AUg 13 ZwU MI lex lnau5Ne5, InC. Mon M8r U21J:Z1:U1 Page:1 ID:25 s9447kmml2g5MnodCoyCDrx-pl2sojJUTRWLRBoB4L9Lduzl3ib4vljViwgxYTzeyxg aza I NC-0 I�-II e-a-o I }tea P#9 1�0-0� 64-U gIe L43r4= 12 3x4= 5 f— 2 3 4 an 9 7 WM 1.4. U4n Scale =1:38.9 L a2n I osa 4-2-0 Plate Offsets (X, Y): [2:0-2-0,0-2-8], [4:0-2-0,0-2-8], [6:0-2-0,Edge], [8:0-2-0,0-0-8] Loading (psf) Spacing 2-0-0 CSI ❑EFL in (loc) I/deg L/d PLATES GRIP TCLL(roop f 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) .0.05 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.35 Vert(CT) -0.11 7 >868 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 nfa n/a BCDL 10.0 Code FSC20171TPI2014 Matrix -MR Weight: 35lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=362J Mechanical, (min. 0-1-8), 8=3621 Mechanical, (min. 0-1-8) Max Horiz 8=37(LC 4) Max Uplift 6=88 (LC 9), 8=-88 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=271/89, 4-5=271/89, 1-8=261/103, 5-6=-261/103 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift atjoint 8 and 88 lb uplift atjoint 6. LOAD CASE(S) Standard GEN&�`.��i�i PE I/ it 1- - �1 S6(•�TAVI Syr\ i0a`TC7� tV� SS/ONAL ENG \\\� 5 7 Job Truss Truss Type pry Ply Avalon-Wl-Gust H3G Hip Girder 1 1 Job Reference (optional) 3OMOM IMSS. FL Fierce, hL., 34abl RUM 5.31 3 Aug 132D19 PnnC a.3103Aeg 132D19 MITek Industries, Inc. Men Mar 0213:21:07 Page: 1 ID:2SYs944?k mGg5MnodC yODm-plZsoiJUTRW RBoB4L?Ldu cid vlSVmgxYTzeyxg a-o-s I 1-ta0 1 ssa 1 ad41 1 lod.O I 2-0-0 I 1-160 I 4d0 1-160 2-0L 12 S r k4- 4x4e 3 25 2d 4 Nora 8T 14- NOPlx 51P U4u W. U4u 0.10.12 ]-54 9{a art I�-n-12 1 4-sa 1 e<w ]-]I� bed lad g,1- Scale =1:35.3 0-1-12 1.1.1 0-9-3 Plate Offsets (X, Y): [9:0-2-3,0-0-8], [11:0-2-3,0-0-8] a iI Loading (psf) Spacing 2-0-0 C51 DEFL in ODD) Well Lid PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.01 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Ven(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.05 HDrz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 55111 FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=471/0-8-0, (min. 0-1-8), 5=471/0-8-0, (min. 0-1-8) Max Horiz 2=39 (LC 6) Max Uplift 2-175 (LC 8). 5=175 (LC 9) Max Grav 2=528 (LC 36), 5=528 (LC 37) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-598/209, 3-25=492/114, 25-26=492/114,4-26=-492/114, 4-5=-598/143 BOTCHORD 2-8=128/539, 7-8=58/543, 5-7=64/540 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=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 175 Ib uplift atjoint 2 and 175 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)144 lb down and 135 lb up at 1-10-0, 80 lb down and 21 Ib up at 3-1A 3, and 80 lb down and 21 lb up at 5-2-3, and 144111 down and 135 lb up at 6-6-0 on top chord. The design/selection of such wnnection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, ]Dads applied to the face Of the truss are noted as front (F) or back (B). LOAD CASE(5) Standard 11 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=70, 3-4=70, 4-6=70, 19-22=20 Concentrated Loads (Ib) Vert: 3=49 (F), 4=49 (F) MI_g� - GENS� iJ 51-1 / I 4 t STA x%ORIOP'\��G\�� sS17ONALIE�G \\\ m Job Truss Truss Type Qty Ply Avalon-Wl-Gust H4G Half Hip Girder 1 I 1 Job Reference (optional) Safaris. Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 SAug 13 2019 MiTek Industries, Inc. Mon Mar 0213:21:07 Page;1 ID:25Ys9447kmm12g5MnodCoyODrx-plZsojJUTRWLRBOB4L7Lduz IYPvlBUwgxYTzeyxg 42a aao a2A 12 240 2 6 7 3x4- o-sd Style = 132.6 � I Plate Offsets (X, Y): (1:Edge,0-0-121 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC O.68 Vert(LL) 0.10 3-6 >577 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.52 1 Vert(CT) -0.18 3-6 >312 180 BCLL 0.0 Rep Stress Incr NO WB O.Oo Hom(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT=20% LUMBER Concentrated Loads (Ib) TOP CHORD 2x4 SP No.2 Vert: 2=73 (F), 3=28 (F), 7=109 (F), 8=342 (B), BOT CHORD 2x4 SP M 31 9=-345 (B), 10=103 (F) WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Qb/size) 1=480/0-8-0, (min. 0-1-8), 3=9341 Mechanical, (min. 0-1-8) Max Hodz 1=115 (LC 8) Max Uplift 1-119 (LC 8), 3=-381 (LC 8) FORCES (Ib) - Max Comp./Max Ten. -AB forces 250 (lb) or less except when shown. TOPCHORD 1-7=-256/106, 2-3=351/239 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-secand gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1191b uplift atjoint 1 and 381 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)158 lb down and 132 lb up at 4-2-8, and 75 lb down and 103 lb up at 4-7-4 on top chard, and 342lb down and 108 Its up at 1-10-12. 3451b down and 1071b up at 3-10-12, and 117lb down and 51 Its up at 4-2-8, and 51 lb down at 4-7-4 on bottom chord. The design/selection of such E34 connection device(s) is the responsibility of others. ��--_ 7) In the LOAD CASE(S) section, loads applied to the face �\ Q'-� �GEN& \♦- 1� �j of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard / PE 76 ♦\ 1) Dead +Roof Live (balanced): Lumber Increase=1.25, ! �05 \ Plate Increase=1.25 f I — - UniformLoadsQb/ft) Vert: 1-2=70, 3-4=20 ro \\ srA GRID 59 Jab Truss Truss Type Qty Ply Avalon-VJl-Cust Ji Jack -Open 13 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industnes, Inc. Mon Mar 0213:21:07 Page:1 ID:25Ys9444kmmi2g5MnodCoyODrx-plZsojJUTRW LRBoB4L?Lduzksihvl B VmgxYTzeyxg t-0O t-0a too oa 6 F— t I1za. 9 e 4 of tz6= Norm sT 1aa Scale =1:29.6 Plate Offsets (X, Y): [2:0-4-7,0-041, (5:0-2-3,D-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in 'oc' "'a'Ud PLATES GRIP TCLL (root) r 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) 0.00 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES V 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTPi2014 Matrix -MP Weight 101b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=340/0-8-0, (min. 0.1-8), 3=42/ Mechanical, (min. 0-1-8), 4=263/ Mechanical, (min. 0-1-8) Max Horiz 2=66 (LC 8) Max Uplift 2=143 (LC 8). 3=42 (LC 1), 4=123 (LC 6) Max Grant 2=340 (LC 1), 3=33 (LC 4), 4=263 (LC 1) FORCES l b)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst,, BCDL=5.Opsf; h=16f1; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421b uplift at joint 3, 1431b uplift atjoint 2 and 123 lb uplift atjoint4. 6) Hanger(s) or other connection devide(s) shall be provided sufficient to support concentrated load(s) 328 I6 down and 106 b up at 3-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=70, 4-7=20 -- Concentrated Loads (Ib) Vert: 4=328 �\CEN,gF.\��ii PE7605 STA / 40RIDP: m Job Truss Truss Type Qty Ply Avalon-VJl-Cusf J2 Jack -Open 6 I 1 Job Reference (optional) Southern Truss, FL Pierre, FL„ 34951 Run: 6.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc Mon Mar 0213:21:07 Page: 1 ID:25YsM4?l mi2g5MnarlCoyODm.plZsojJUTRW RBoB4LTLduzkcieVvl BVwgxYTzeyxg .2da I 2-0a I 2-0a 2-0 a 12 6 r I 3 2 �I a4a ' 91 o t f> e 4 e at a�e= N0P2x SW 2e Scale = 1:31.3 F � Plate Offsets (X, Y): [2:04-7,0-04], [5:0-2-3,0-0-8) Loading (psf) Spacing 2.0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL(rool) 1 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) -0.02 4 >999 240 MT20 244119D TCDL 15.0 Lumber DOL 1.25 SC 1 OA3 Ven(CT) -0.03 4 >947 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/sae) 2=30910-B-0, (min. 0-1-8), 3=15/ Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 8) Max Uplift 2=113 (LC 8). 3>8 (LC 8) Max Grant 2=309 (LC 1). 3=38 (LC 3) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/271 NOTES 1) Wind:ASCE 7-10; Vult--160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding B lb uplift at joint 3 and 113lb uplift at joint 2. LOAD CASE(S) Standard \\\\WI III///// -M- 8 4 PE176O51n �'�C 1 STAi6 i0 /��//S7ONAL ENG �� 61 Job Truss Truss Type Oty Ply Avalon-WI-Cust J2A Jack -Open 2 1 Job Reference (optional) Southern Truss. Ft. Pierce, FL, 34951 Run: 8.31 S Aug 132019 PnnC 6.310 SAvg 132019 MITek Industries, Inc. Mon Mar 021321:07 Page: 1 ID:25Ys944?kmmi2g5MnodCoyODm-plZsojJUTRW RBo04L?Ldu VsviBVwgxYTzeyxg -21-10-p 2Ap 1-1Pe 6 r 2 �I T 1x4v � �oPJ'_ B1 0 1 ee e 4 e 01 36= HCPlXaIP ou Scale = 1:31.1 Plate Offsets (X, Y): [2:0-4-7,0-0-5], [5:0-2-3,0-0-B] Loading (psf) Spacing 2-0-0 C51 DEFL in (loc) I/tlefl L/d PLATES GRIP TCLL(rool) 20.0 Plate Grip DOL 1.25 .TC 0.33 Vert(LL) 0.00 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC I 0.11 Vert(CT) I 0.00 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=308/0-8-0, (min. 0-1-8). 3=17/ Mechanical, (min. 0.1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 2=87 (LC 8) Mel Uplift 2=115 (LC 8), 3=20 (LC 8), 4=17 (LC 1) Max Grav 2=308 (LC 1). 3=21 (LC 13), 4=28 (LC 4) FORCES (Ib) - Max. Comp.IMax. Ten. -AII forces 250 Ob) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsh, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201b uplift atjoint 3, 115 Ib uplift at joint 2 and 17 Ib uplift at joint 4. LOAD CASE(S) Standard CEN PEL7605 STP x .5jo•Zc7 62 Job Truss Truss Type City Ply Avalon-WI-CUSt J3 Jack -Open B 1 Job Reference (optional) SOW1em TN5s. FL Plerce FL, 39951 kun:a.3l J Aug 1320l9vnnL u.3lu J Aug 132u1e miieKlneustnes, inc. Man Mar uLlJ:zl:e/ Page:1 ID:25 s9447k mi2g5MnodCoyODrx-plZsojJUTRMRBoB4L7LduasifUvlBViwgxYTzeyxg 12 6 I NOP2x sw I Scale =1:33.1 aoa I Plate OBsets(X, Y): [2:0-1-7,0-1-1],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) r 20.0 Plate Grip DOL _ 1.25 TC 0.33 Vert(LL) 0.00 4-9 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 SC 0.07 Vert(CT) -0.01 4-9 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 2 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 16lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Qb/size) 2=32810-8-0, (min. 0-1-8), 3=67/ Mechanical, (min. 0-1-8), 4=151 Mechanical, (min. 0-1-8) Max Hertz 2=114 (LC 8) Max Uplift 2=108 (LC 8), 3=53 (LC 8) Max Grav 2=328 (LC 1), 3=67 (LC 1). 4=46 (LC 3) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-172/261 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BGDL=5.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 108lb uplift at joint 2. LOAD CASE(S) Standard �� Q �CEN& PE 671) STA 'i a $fii•LU /lV�� %i�� `Al(ORI NAL 1*1 Job Truss Truss Type Oty Ply Avalon-VJl-Cusl J3A Jack -Open 2 1 Job Reference (optional) SOumem IN6S, rL PlerCe, rl, 3 va l Run: 8.31 5 Aug 132019 PnnV 5.310 SAug 132019 MITek InduStnes, Ina Mon Mar0213:21:07 Page:1 ID:SLvBBNNH13H F55i6LOPnxr 1wpl25o1JUTRWLRBoB L7Ldu sifRvt BVmgxYT2eyxg 3-0e 540 2: 10-0 2 ix4v .� Bl w 1 4 W1 hRv �1 y0e Scale=1:34.3 ]i 2+12 Plate Offsets (X, Y): [6:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) I/deg Ud PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 4-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017TrPI2014 Matrix -MP Wind(LL) 0.00 4-5 >999 240 Weight 161b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS All bearings 0-1-8. except 2=0-1-8, 5=0-1-8 (Ib)- Max Uplift All uplift 100 (Ib) or less at joint(s) 3.5 Max Grav All reactions 250 (Ib) or less at joint (s) 3, 4, 5 FORCES (Ib) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat Il; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girdegs) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (a) 3, 5 except (jt=lb) 2=176. LOAD CASE(S) Standard ENgF ��✓� I J I 6 a 1 STA _ �ii�F`.<ORIDP ��X 64 Job Truss Truss Type Oty Ply Avalon-WI-Cust J5 Jack -Open 26 1 Job Reference (optional) 5euthem lNeS, I-L MTDa, I-L, J49bl Run: 6.315 Aug 132019 YOOL 5.31U 5A0g 132U19 Mllex lna0SUeS, Ina, Mon Mar UZ lJ2l:Ul Hagen ID:25Ys944?kmmi2g5MnorlCoy0l)m.plZsoIJUTRWLRBoB4L?Lduzklidev1 BMwgxYTzeyxg 3 d d d-E NOPZXSTP Scale =1:36.7 Plate Offsets (X, Y): [2:0-3-7,0-0-41,[5:0.2-3,0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/dell Ud PLATES GRIP TCLL (roof) d 20.0 Plate Gdp DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 We We BCDL 10.0 Code FB620171TP12014 Matrix -MP Weight: 22lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS (Ib/size) 2=397/0-8-0. (min. 0-1-8), 3=1401 Mechanical, (min. 0-1-8), 4=52/ Mechanical, (min. 0-1.8) Max Hertz 2=165 (LC 8) Max Uplift 2=115 (LC 8), 3=-102 (LC 8) Max Grav 2=397 (LC 1), 3=140 (LC 1), 4=90 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=252/306 NOTES 1) Wind; ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load noncencurrentwith any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102lb uplift at joint 3 and 115 Ib uplift atjoint 2. LOAD CASE(S) Standard CEN,3'% \ PEaU05 ORIDP k/��\ 65 Job Truss Truss Type Oty Ply Avalon-Wl-Gust J5A Jack -Open 3 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Mon Mar 0213:21:08 Page: 1 ID:SLvBBNvIH13H2F556LOPnzf_1w4 V7F73K6EkeC3LNNe3Wa96W.95 7eURfxa0U5vz M I -2d 1 58a 1 12 Scale=1:37.9 a5-8 Plate Offsets (X, Y): [6;0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (too) Wall Ltd PLATES GRIP TCLL (root) 1 20.0 Plate Grip DOL 1.25 TC .0.35 Vert(LL) .0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 - Code FBC2017ITP12014 Matrix -MP Wmd(LL) 0.00 4-5 >999 240 Weight 22 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-1-8. except 2=0-1-8, 5=0-1-8 (Ib) - Max Uplift All uplift 100 (Ib) or less atjoint(s) 3 except 5=144 (LC 8) Max Grav All reactions 250 (lb) or less atjoint (a) 3,4 except 5-325 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=305/408 NOTES 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) Refer to girders) for Wss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s)2, S. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint (a) 3 except Qt=lb) 2=165. 5=144. LOAD CASES) Standard v\C ENS PE• 76O5 .10 < O_RI_D ss!ONAL M Job Truss Truss Type Oty Ply Avalon-WI-Cust J5E Half Hip Supported 1 1 Job Reference (optional) ouun rom uua, Fi. riame, FL., anaoi Nun:eAl J Aug 13301e YnnC e.31e 5 Aug 132019 MiTex lndustnes, Inc. Mon Mar 0213:21:08 Page:1 ID:25Ys9441kmmi2g5MnodCoyODm-HV,F43MEkeC3LNNe3W %VM57VeUMcaOU5v epd aaa oa suo 2-0c 4-08 11-0 W. 12 az4= 6 I— 1.4. 4 5 V 1 Scale =1:35.3 Plate Offsets (X, Y): [4:0-2-0,0-2-B],[8:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 C51 DEFL in (loc) I/deFl Ud PLATES GRIP TCLL (mof) 2I . Plate Grip DOL 1.25 TO 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 4 TOOL 15.0 Lumber DOL 1.26 BC 0.08 Vert(CT) ri - n/a 999 BCLL 0.0 Rep Stress Inc, YES WB 0.04 Hoa(CT) 0.00 6 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 27 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=322/5-0-0, (min. 0-1-8), 6=7215-0-0, (min. 0-1-8), 7=187/5-0-0, (min. 0-1-8) Max Hartz 2=145 (LC 8) Max Uplift 2=90 (LC 8), 6=35 (LC 4), 7--86 (LC 8) FORCES (lb)- Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 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=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.6D 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS[rrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 6, 901b uplift at joint 2 and 86 lb uplift at joint 7. LOAD CASE(S) Standard �M_B4Fq��ii r� PEL76O5 t STA ` 40 NAL 67 Job Truss I Truss Type Qty Ply Avalon-Wl-Gust J5G Jack -Open Girder 2 1 Job Reference (optional) Southern Truss, Ft, Pierce, FL., 34951 Scale=1:33.8 Plate Offsets (X, 1): [1:Edge,0-1-12] Run: 8.31 S Aug 132019 Print; 8.310 SAug 132019 MlTek Industries, Inc. Man Mar 0213:21:08 Page: 1 ID:2Vs9447kmmi2g5MnorlCayODm-HM/F73K6Eke 3LNNe3M96Nbt5deURfxaQU5vzeyxf 1 NOPM STP 1 S et S3�` 7 a 3 e e 5x4- 5-0-0 Loading (psf) Spacing 2-0-0 CS] DEFL In (loc) Valet Ud PLATES GRIP TCLL (root) r 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.12 3-6 >495 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.24 3-6 >250 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.03 1 n1a We BCDL 10.0 Cade FSC20171TPI2014 Mauix-MP Weight 16lb FT=20% LUMBER Vert: 7=451 (F), 8-342 (F) TOP CHORD 2x4 SP No.2 BOT CHORD _ 2x4 SP M 31 ' BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 1M-0 oc bracing. REACTIONS (lb/size) 1=706/0-8-0, (min. 0-1-8), 2=204/ Mechanical, (min. 0-1-8), 3=3271 Mechanical, (min. 0-1-8) Max Hertz 1=124 (LC 8) Max Uplift 1=-152 (LC 8). 2=121 (LC 8), 3=70 (LC 8) FORCES IN) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=426/137 NOTES 1) Wind:ASCE 7-10: Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.Opst, BCDL=S.Opsf; h=16ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb upflft at joint 1, 121 lb uplift at joint 2 and 70 Ib uplift atjoint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 451 lb down and 107 lb up at 1-0-12, and 342 lb dawn and 107 to up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) --- Vert: 1-2=70, 3A4 20 Concentrated Loads Ila) GEN PEU05 I 1 Q 1 STA <ORIDP� G �� SS�ONAL t\\\\ 9M Job Truss Truss Type Oty Ply Avalon-WI-Cust J6E Half Hip Supported 1 Job Reference (optional) Southern Truss, Ft Piece, FL, 34951 Run: 8.31 S Aug 132019 PriOC 8.310 S Aug 132019 MiTek Indusides, Inc. Mon Mar 0213:21:08 Page: 1 ID 2SYsg"?kmm!2g5MnoNCoyODrx.HWF73K6EkeC3LNNe3Wa%WafS?7eUyfxa0U5veeyxf -2: 4-0-0 I SS14 2-0e 4-0.6 tiA 2 3x4- 6 tx45 r i 94. 6 Scale =1:35 I 68-14 t Plate Offsets (X, Y): [5:0-2-0,0-2-8), [10:0-2-3,0-0-8] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) i 20.0 Plate Gdp DOL 1.25 TIC 0.32 Ved(LL) We - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(CT) 0.00 7 n/a n!a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 30 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT'CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-6-14 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 5-8-14. 01b) - Max Horiz 2=145 (LC 8) Max Uplift All uplift 100 (Ib) or less atjoings) 7, 8, 9 except 2=105 (LC 4) Max Grev All reactions 250 (Ib) or less at joint (a) 7, 8, 9 except 2=317 (LC 1) FORCES (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=S,Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSUTPI 1. 4) Provide adequate drainage to prevent water pending. 5) Gable studs spaced at 2-0-a oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint (s) 7, 8, 9 except at-lb)2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard \\\\\\\ Ili I I////// ' -LENS • �� i PEL76O5 1 �j �. STA i Ov J'lo•Zf7 irL�� GRID NAL M Job Truss Truss Type Oty Ply Avalon-VO-Cust J7 JACK -OPEN 10 1 Job Reference (optional) Southern Truss, FL Piemz, FL, 34951 it Scale = 1:40.3 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek lndustdes, Inc Mon Mar 0213:21:08 Page:t ID:25Ysg444kmmi2g5MnodCoyODm-HV7F73KSFkeC3WNe3Wa96WOX5u eURixa0U5vzepd -zoo 1 7Ao 2 7-0 Nom s'rP I 7k Plate Offsets (X. Y): [2:0-5-7,0-0-2],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (Joe) Wall L/d PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-9 >650 240 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) .0.24 4-9 >345 180 BCLL 0.0 Rep Stress her YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 281b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=47810-8-0, (min. 0-1-8), 3=207/ Mechanical, (min. 0-1-8), 4=84/ Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-128 (LC 8), 3=149 (LC 8) Max Grav 2=478 (LC 1). 3=207 (LC 1), 4=131 (LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=373/384 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=16tt; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 128 lb uplift at joint 2. LOAD CASE(S) Standard Ni. 84 PEE7605 STA ORID N� 70 Job Truss Truss Type Oty Ply Avalon-VA-Cust J18 Jack -Open 4 1 Job Reference (optional) SaUMem IN55, K. r'sMe, FL., 34951 KM: 5.31 5 Aug 132019 Pnnt 9,3105 Aug 132019 MITek Indusales, IOC. Mon Mar 0213:21:05 Page: 1 ID:25Ys944?kmmi2g5M nodCayODm-H V/F73K6EkeC3LNNe3 Wa96V%Nc57TeURNaOU5vzeW 2ua I 2-Do taa 12 6 r 2 4vI ixdo to q Bt e of 36e NOP2x 6TP Scale =1:30.8 9a Plate Offsets (X. Y): [2:0-3-7,0-0-5], [5:0-2-3,0-0-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in (toe) I/deg L/d PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -D.01 4 >999 240d M120 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.08 Vert(CT) -0.02 4 >999 180 BCLL 0.0 Rep Stress ]net YES WB 0.00 Hoa(CT) 0.00 2 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight 12lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=309/0-8-0, (min. 0-1-8). 3=16/ Mechanical, (min. 0-1-8) Max Hertz 2=82 (LC 8) Max Uplift 2=117 (LC 8). 3=-16 (LC 1) Max Grav 2=309 (LC 1), 3=45 (LC 4) FORCES (lb)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=184/284 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16lb uplift atjoint 3 and 117 lb uplift atjoint 2. LOAD CASE(S) Standard \CENq /+ PE.A7605STA `t Al ORIDP NAL MAN Job Truss Truss Type Qty Ply Avalon-Vdl-Gust J42 Jack -Open 1 1 Job Reference (optional) Southem Truss, Ft Pierce, FL. 34951 Run:8.31 S Aug 132019Print6.310S Aug 132019 MTeklndustries. Inc Man Mar 0213:21:08 Page:1 ID:25Ys9447kmmi2g5MnWCoy00rx-HVlF73K6EkeC3LNNe3Wa95VWc6 GeUR1xaOU5v28yd zoo a2a zaa a2a r I NOP2x STP Scale =1t35.3 I ua I Plate Offsets (X, Y): [2:0-3-7,0-04], [5:0-2J,0.0-8] Loading (psf) Spacing 2-0-0 Cal DEFL in Doc) I/deft Ud PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Ven(CT) -0.03 4-9 >999 180 BCLL 0.0 Rep Stress In" YES WB 0.00 Hom(CT) 0.00 3 n1a rue BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 20lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-8 cc pudins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 cc bracing. REACTIONS (lb/size) 2=367/0-8-0, (min. 0-1-8). 3=112/ Mechanical, (min. 0-1-8), 4=391 Mechanical, (min. 0-1-8) Max Hartz 2=145 (LC 8) Max Uplift 2=111 (LC 8). 3=83 (LC 8) Max Grev 2=367 (LC 1), 3=112 (LC i). 4=73 (LC 3) FORCES 0b)- Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=216/285 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 111 to uplift at joint 2. LOAD CASE(S) Standard \� GENS4.1�.I`��i �7 PEt7605 d t\ STA c •�<ORI�P: 70NAI.I 72 Job Truss Truss Type Oty Ply Avalon-WI-Cust J75 Jack -Open 1 1 Job Reference (optional) Southern Tru36, Ft Pierre, FL, M951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industnes, Inc. Mon Mar 0213:21:08 Page:1 ID25Y58444kmmQg5MnodCoyODm.HWF43K6EkeC3LNNe3Wa96W zLeURka0U5vaey4 -200 b90 , 3 NOP2xM Scale =1:38.3 Plate Offsets (X, Y): [2:0-3-7,0-0-4],[5:0-2-3,OA-8] Loading (pail Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 SC 0.22 Ven(CT) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a Na BCDL 10.0 1 Cade FBC2017rrP12014 Matrix -MP Weight 21 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=38710-8-0. (min. 0-1-8), 3=13l/ Mechanical, (min. 0-1-8), 4=48/ Mechanical, (min. 0-1-8) Max Horiz 2=158 (LC 8) Max Uplift 2=114 (LC 8). 3=96 (LC 8) Max Gav 2=387 (LC 1), 3=131 (LC 1), 4=85 (LC 3) FORCES (lb)- Max Comp./Max. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-240/299 NOTES 1) Wind: ASCE 7.10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.0psf: BCDL=S.Opsf; h=16ft; Cat II: Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift atjoint 3 and 114 lb uplift at joint 2. LOAD CASE(S) Standard CEN&,`,% PE76O5 \� 1 1 I \M ,.STA T$�'Zvi CVO RI S/1NALIEN0 73 Job Truss Truss Type Oty Ply Avalon-WI-Cusl J75G Jack -Open Girder 1 1 Job Reference (optional) SDUIhem Truss, Ft Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8,310 S Aug 13 2019 MiTek Industries, Inc. Mon Mar 02 13:21:08 Page: 1 ID:25Ys9Mpkmrri2g5MnodCoyODm-H F73K6EkeC3LNNe3Wa95WgP5ukeURfxa0U5vcepd a-6 0 12 6 2 a NOP2x SrP A i t � 7 a 3 L4v Scale =1.33.3 1 asa Plate Offsets (X, Y): [1:Edge,0-0-12] , Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP i. TCLL(r000 # 20.0 Plate Grip DOL 1.25 TC 0.66 Veft(LL) 0.10 3-6 >586 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.18 3-6 >313 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 1511b FT=20% LUMBER Vert: 7=-342 (F), 8=344 (F) TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ob/size) 1=473/0-8-0, (min. 0-1-8), 2=183/ Mechanical, (min. 0-1-8), 3=4521 , Mechanical, (min. 0.1-8) •• - Max Honz 1=117 (LC 21) Max Uplift 1=112 (LC 8). 2=114 (LC 8). 3=113 (LC 8) " FORCES Ob) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1.2=-274/119 NOTES 1) Wind:ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 1 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1121b uplift at joint , 1, 114 lb uplift at joint 2 and 113 Ib uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3421b down and 108 lb up at 1-10-12, and 3441b down and 108 lb up at 3-1D-12 on bottom chord. The design/ selection of such connection device(s) is the \ / responsibility of others. 7) In the LOAD CASE(S) loads face \\� section, applied to the the truss front back X\ \P of are noted as (F) or (B). /-\\CENgF�\ LOAD CASE(S) Standard \ 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, A \ ) PE, )T505 t Plate Increase=1.25 I I Uniform Loads Vert 1-2=70. 3-4 3-0=20 = Concentrated Loads Ob)�.. 'O 1 STA - /////ORI ONALrENG\\\\�\ 74 /s' Job Truss Truss Type Oty Ply Avalon-VJl-Cusl K1 Hip 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL, U951 Run: B.31 S Aug 132019 Pdnt 8.310 S Aug 13 2019 MiTek Industies, Inc Mon Mar0213:21:08 Page:1 ID:25Ys9447kmm12g5MnorlCoyODrx-HV7F73MEkeC3LNNe3M%Vdk5)deUmzOU5v epd a2L 18-9 4-69 9J-0 aso 1.4. 12 3H= 3r4- B r 2 3 4 6. B 2 3z4u L4u 3.4. a.2.o B4-0 Scale =1:38.6 1 4 .o 1 a-2n Plate Offsets (X, Y): [2:0-2-0,0-2-8), [4:0-2-0,0-2-8], [6:0-2-O,Edge], 18: 0-2-0,0-0-8] Loading f (pso Spacing 2-0-0 CC81 DEFL in (lee) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate GOP DOL 1.25 TC 0.51 Vert(LL) -0.05 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Ven(CT) -0.11 7 >862 180 BCLL 0.0 Rep Stress lncr YES WB 0.03 Ho2(CT) 0.00 6 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight 35lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=362/ Mechanical, (min. 0-1-8), 8=3621 Mechanical, (min. 0-1-8) Max Horiz 8=36 (LC 4) Max Uplift 6=87 (LC 9). 8=87 (LC B) FORCES (lb)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=272/87, 4-5=272/87, 1-8=260/102, 5-6=260/102 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-secand gust) Vasd=124mph; TC DL=S.Opsf; BCDL=5.0psf, h=16fr; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871b uplift at joint 8 and 87 lb uplift at joint 6. LOAD CASE(S) Standard 75 Job Truss Truss Type Oty Ply Avalon-VJl-Gust K2 Hip Girder 1 1 Job Reference (optional) Southern Truss, FL Pierre, FL, 34951 R 1 $ Run: 8.31 S Aug 132019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Mar 02 13:21:09 page:1 ID:25Ys9447kmmi2g5MnodCoyODm-HV7F73K6EkeC3LNNe3Wa96Nh'z5x eU4Ma0U5vzeyxf La4w I taa I ae-o I L2 1wa 24F0 1-fi41 SPe 1-9-0 2-0-0 12 fi I— 4.4= U4- U4u 13 14 4M4- 4 1.4. 344- 1dd I fi41-12 8+0 Scale =1:33.4 tas sa-e tea Plate Offsets(X, Y):[2:0-2-0,0-1-12],[3:0-2-0,0-1-12],[4:0-2-0,0-1-12],[5:0-2.0,0-1-12], V:Edge,D-1-8] Loading (pso Spacing 2-0-0 CS' DEFL in (loc) 'deg Ud PLATES GRIP TCLL (roof) € 20.0 Plate Grip DOL 1.25 TO O.62 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.37 Vert(CT) -0.13 8-9 >729 180 BCLL 0.0 Rep Stress Incr NO WB D.02 Horz(CT) 1 0.00 7 n/a War BCDL 10.0 Code FBC20171TPI2014 Matdx-MS Weight: 50lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (fib/size) 7=459/ Mechanical, (min. 0-1-8). 10=459/ Mechanical, (min. 0-1-8) Max Hodz 10=38 (LC 7) Max Uplift 7=87 (LC 9), 10=87 (LC 8) Max Grav 7=471 (LC 18), 10=471 (LC 17) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=267/25, 4-5=-267/25, 2-10=386/109, 5-7=386/109 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=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87lb uplift atjoint 10 and 87 lb uplift at joint 7. 7) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated loads) 212 lb down and 5916 up at 1-8-0, 115 Ito down and 581b up at 3-8-12, and 115 lb down and 58 lb up at 4-7.4, and 212 to down and 59 lb up at 6-8-0 on top chord. The design/ selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss ere noted as front (F) or back (S). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-70, 2-3=70, 3-4=70, 4-5=70, 5-6=-70, 7-10=20 Concentrated Loads (lb) Vert: 3=57 (B), 4=57 (B) GEN M PEI)7605 r I � \\ STA i o x 4 ORI O P %"\�� ss70NA i )E \G \��\ rza Job Truss Truss Type Qly Ply Avalon-Wl-Cusl MV2 Valley 1 1 Job Reference (optional) Sou9lem Truss. FL Pierce. FL. 399S1 Run:a.Di b Aug 133ulu Pnnl:a.slu SAug is zuiamnercmausuies. mc. Mon mar ua M.u:ue page. r- ID:HMuBUOFDntKb5pFJGEjl5VOP74hhdDPLk 2m3hVyZCm2piJ39ZVLgNxho9E9ldMzeyze 2-0-0 12 6 qq 2 pT 2.ae .—I- 2-0-0 Scale = 1:26.6 Loading (psf) TCLL (roof) 20.0 TCDL f 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 C51 TC BC 11 Matrix -MP 0.06 0.08 0.00 DEFL in (too) Ildell Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horfz(TL) 0.00 2 n/a n/a PLATES GRIP MT20 2441190 Weight 5lb FT=20% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 104-0 oc bracing. REACTIONS (lb/size) 1=90/2-0-0. (min. 0-1-8), 2=49/2-0-0. (min. 0-1-8), 3=4112-0-0. (min. 0-1-8) Max Horiz 1=42 (LC 8) Max Uplift 1=21 (LC 8), 2=27 (LC 8), 3=12 (LC 8) FORCES Qb)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=16ft; Cat. II; Exp C; Encl.. GCpf=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Bearing aljoint(s) 2 considers parallel to grain value using ANSI/TPJ 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 12 lb uplift at joint 3 and 27 lb uplift at joint 2. ' LOAD CASE(S), Standard GEN,gF.��ii f P E�7605 \ =_ 1 M i _ 70NA '�-\G\\\�x� 77 Job Truss Truss Type Oty Ply Avalon-WI-CUst MV4 Valley 1 1 Job Reference (optional) Soulhem Truss, FL Pierre, FL, U951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Ine. Mon Mar 0213:21:09 Page:1 ID:HPoUBUOFDntM6pFJGEji5ztDP7-IhhdOPLk_2m3hvyZCm piJ30UVLSN#o9E91dMzeyxe 3-1-9 add I . 2-1-9 3dd 12 2:ao T 2 iL 1 s t a ail W 2dd Scale=1:31.3 Loading (Psf) Spacing 2-0-0 CSI DEFL in Qoc) I/de0 Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - nfa 999 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MR Weight 131b FT=20% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=23/2-0-0, (min. 0-1-8). 5=3322-0-0. (min. 0-1-8) Max Horiz 5=87 (LC 8) Max Uplift 4=-23 (LC 1), 5=101 (LC 8) Max Grav 4=33 (LC 4). 5=332 (LC 1) FORCES (Ib)- Max. CompJMaz. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-290/116 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsY h=16ft; Cat II; Exp C; Encl., 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 5 and 23 lb uplift at joint 4. LOAD CASE(S) Standard 78 Job Truss Truss Type Oty Ply Avalon-WI-Cust MV6 Valley 1 1 Job Reference (optional) Soutnem Truss, FL Pierce, FL., U951 Run: 8.31 5 Aug 132010 Pnnt: 8.310 S Aug 132019 MITek Industnes, Inc. Mon Mer 0213:21:09 Page:1 ID:HfhuBUoFOntlm6pFJGEji5zfOP74hhdDPLk_2m3hVy2Cm pIJ30UVL7N)chagEgIdMzeyxe -2.1-91-e 2: 2-2oe 12 6 z<4. u4. 3 ca 2.4. 2.a. Scale=1:33.6 2r—� Loading (Psf) -Spacing 2-0-0 C51 DEFL in (too) Udell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL f 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES W9 D.00 Horz(CT) 0.00 4 n/a n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MR Weight: 16 lb FT=20% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/sae) 4=-2312-0-0, (min. 0-1-8), 5=33212-0-0, (min. 0-1-8) Max Horiz 5=87 (LC 8) Max Uplift 4=67 (LC 8), 5=-58 (LC 4) Max Grav 4=17 (LC 3), 5=332 (LC 1) FORCES (lb)- Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-5=300/98 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=5.Opsg h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 Ib uplift atjoint 5 and 67 lb uplift atjoint 4. LOAD CASE(S) Standard I PE�7605 lam` M STA / \ �i� ��`.�ORIDP��N� 0 70NA i IENG \\\\ 79