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HomeMy WebLinkAboutTrussSOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 Job Number: J2000021 Customer. Name: Address: City, 5T, ZIP: General Truss Engineering Criteria 8r Design Loads Building Code and Chapter., Computer Program Used: FBC2017/TPI2014 MiTek Version: 8.31 Jul 2 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 170 mph from MWFRS(Envelope)/C-C hybrid Wind ASCE 7-10 St. Lucie County No. Date Truss ID# 1 11/22/19 Al 2 11/22/19 A2 3 11122/19 A3 4 11/22/19 A4 5 11122119 A5 6 11/22119 A6 7 11/22/19 A7 8 11/22/19 AS 9 11/22/19 A9 10 111=19 B1 11 11/22/19 B2 12 111=19 B3 13 11/22119 B4 14 11/22/19 B5 15 11/22/19 56 16 11/22119 B7 17 11/22/19 C1 18 11/22I9 C2 19 11/22/19 C3 20 11/22/19 C4 21 1 V22/19 C5 22 11/22/19 D1 _723 11/22/1g D2 24 11/22/19 D3 25 11/22/19 D4 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 r.® Fort Pierce, FL 34951 �,�� `� No. Date Truss ID# 26 11/22/19 D5 27 11/22/19 D6 28 11/22/19 El 29 11/22119 E2 30 11122/19 E3 31 11/22/19 E4 32 11/22/19 E5 33 11/22119 F1 34 11/22/19 F2 35 11122119 F3 36 11122119 F4 37 11/22/19 F5 38 11/22/19 FG1 39 11/22119 FG2 40 11/22119 FT1 41 11/22/19 FT2 42 11/22/19 FT3 43 11/22J19 HJ4 44 11/22/19 HJ4A 45 11/22/19 HJ4C 46 11122119 HJ5 47 11122/19 HJ6 <a I 1I=,3 "" HJ8A�m . 49 11/22/19 50 11/22119 J1 No. Date Truss ID# 51 11/22119 J2 52 11/22/19 J2C 53 11/22/19 J3 54 11/22,19 MA 55 11/22119 J3B 56 11/22/19 J4 57 11/22119 J4A 11/22/19 J5 11/22119 J6 11/22/19 J6G R 11/22/19 J8 11/22/19 J8G 11/22/19 J8P 11/22119 J8PA 65 11/22/19 J9 66 11/22119 J9A 67 111=19 JGE 68 11/22119 K1 69 11/22/19 K2 70 11/22/19 K3 71 11/22119 K4 72 11/22/19 K5 73 1 V22I7c9_.. Ks— _. 74 11/2V19 MV2 75 11/22119 MV3 Page 1 of 2 SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 " Fax: (772)318-0015 Job Number: J2000021 Customer: Name: Address: City, ST, ZIP: General Truss Engineering Criteria 81 Design Loads Building Code and Chapter: Computer Program Used: FBC2017frPI2014 MTek Version: 8.31 Jul 2 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 170 mph from MWFRS(Envelope)/C-C hybrid Wind ASCE 7-10 St Lucie County No. Date Truss ID# 76 11/22/19 MV4 77 11/22/19 MV5 78 11/22/19 MV6 79 11/22/19 MV8 80 11/22/19 N1 81 11/22/19 N2 82 11/22/19 P1 83 11/22119 Q1 B4 11/22119 Q2 85 11/22/19 Q3 86 11/22/19 Q4 87 11/22/19 Q5 8B 11/22/19 Q6 89 11/22/19 Q7 90 11/22/19 Q8 91 11/22/19 R1 92 11/22/19 R1A 93 11/22/19 R2 94 11/22/19 V55 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. 76061 2590 N. Kings Highway Fort Pierce, FL 34951 Page 2 of 2 TYPICAL DETAIL (9 CORNER. _. HIP NOTE: NDS=Naiional Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.57 per Nail (D. O. L. Factor=1.00) OUP TO 265a = 2-16d NAILS REO'D. nds toe nails only have 0.83 of Q UP TO 3947' = 3-16d NAILS REO'D. lateral Resistance Value. 12 HIP GIRDER CORNER JACK GIRDER sOA SOA sOA use 2-16d toe nail TC & BC. Typical jack 45' —r— attachment III III sM III H7 (HIP GIRDER) -' {J A) IIU use 3-16c toe nail TYPICAL CORNER LAYOUT & 2-16d Typical Hip —jock' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — - — — — 8C — — — — — —— 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — BC — — — — — —— 2-16d nails ————— J7 TO HIP GIRDER TC — — — — — — — I 3-16d nails — — — — — BC — — — — — —— 2-16d nails — ——— HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — — —— IIMUM GRADE OF LUMBER T.C. 2x4 SYP $2 LOADING (PSF) L D B.C. 2x4 S? $2 TOP 20 WEBS 2x4 S1'P No.3 BOTTOM 00 10 SPACING 24' O.C. \ l SOUTHERN TRUSS 2590 Pierce Division 2590 N. Kings Highway, COMPANIES (800)232 01509 (772)464-4160 hNP://�ch=Tdr mwm Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 0 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5frl per Nail (D.d.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. ALLOWABLE REACTION PER JOINT Q UP TO 265F = 2-16d NAILS REQ'D. 0 UP TO 3944 = 3-16d NAILS REQ'D. !;II III 01 12 J7 tOVER 0 �� �� �® �� XAAQ ° u ii ii J3 O O A O OA O use 2-16d HE NIP GIRDER `. 5-0-0 i - & it ® �``` •.Q HIP GIRDER TC BC. ` Typical jack 45' attachment CORNER JACK GIRDER TYPICAL CORNER LAYOUT nail 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTENER 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 —— —— — 8C — — — — — —— 2-16dnaiIs —-——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — —— IIMUM GRADE OF LUMBER T.C. 2x4 SYP $2 E.r- - 2x4 SYP 2 WEBS 2x4 SYP No.3 LOADING (PSF) L 0 TOP. 20 BOTTOM 00 10 SPACING 24' O.C. SOUTHERIII TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES (800)Fort z 0`509 (772)464FL -4160 nt4=//�..0Uth=ntM ..M Fax:(772)318-0016 Brian M. Bleakly Struct Eng A76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 )Hangers Face Mount Hanger Charts MiTek` :... ' JotdrSux -' Stook Na'r Rd. Na " 6au9e Oimwsmrrs (in) - • -.lieadw. -= Fastener5chetluleu { ,.:. .DF/W Alluwabk Loads (Lhs )' 0 - . Cotle :, -; ' Jost . W N a 0 A' Max - Hail , NMI: :, Floor ' ::Roof Uprft1'.�. 100% JL24 W24 20 I 1-9116 3 1-1/2I 15M6 _ 4 tId 12 I 10dx 1-12 ::470. 5401'380.1- 320. S. R5, F2 4 16d 2 10d x 1-12 560 6A0 )' 69S"I: 32D JL241F-1Z — 118 1-9116 3-7/8 1-12 — _ 4 1Dd HDG) 2 70dx1-12 HDG . d65I 131:.1560: 1 280: 31, 111, I F32 A 160 HDG 2 I tOdx 1_12 HDG 550:.I 915-I 615a '280' 2Y4 JU524 LU524 18 1-9/76 3-1/8 1-3/4 1 — 4 tOd I 2 70tl I"675I 775. 83.1 510 SlIH24 U24 I 16 1-9/Ifi 3-7/4 2 1-3h6 — 10d d1 2 10dx1-12 500 '.560-1 605:1 380 5, 16d 12 10d x 1-112 ':590 1 66S 1 720 1 380 HD2fi NU26 14 1-J1fi 3-12 2-1/2 1-1/8 1-718 4 1fid 2 10dx1-12 6/5 695 1 745 1 365: '' PS, F2 Maz 4 . fi15 - 695 1745 1 595 ,. W25 .. 20" 19/167{43/4 T7/2 ]5/1fi -•� 6;_19d>�(. q'`1'.' 10dzT-72=.I 710 BOSS fl70'I 650 6 -' 16d 1 4.1- 1udxl-12`- 840'1 95011D45.1 650. JL261FT2 1C 18-. 79h6�'4-12�1.112 f� [. .• F '6 `7Dd HDG -4..j 10dxl-12HDG 1695) 8001970'-I 730. 131, R7, P32 fi :76d HDG,( .:4 j70d x]-12 HOG 830. .95011035.{ 730 JU526 7,1 41IS26: f' 1B I1-9/16 4-13/16I 1-374 =�7'- = ' 4 10d 1 .4 :: - 10d . : "I WL 700017060:1 7775 1 ji S, fly, F2 'MUS26'-j'S26 aJ'U,1 - 18'i1Y16-'5-11161•-2' .: :.4 '-=�.. 6' :.:10d'`'..C6 ...• 1gd.-- I1285 1475 1605I 655.I 31, Rf, F32 2 x fi - : SUH2fi ; �= U126 .I 16' 7-9/16 5-1/6 2 1- 3h6 ' G * 10d 7 4 :1 ' 10d i 1-12 . 750 - 840. 910.1 755 : r.16d t'4 10dz 1.12.'1680 11000170601 755• _ .-1NS26 .'.- MUS26'::: 16: .. _1.5/8.II 5-7/tfi1'.3 -:==2 I "- I14'I ..15d ::j 6 L: .'16d 2760I314013345I 1925 - .HD2fi - HU26 14 ,.11 9/161 ;3-12 212 - i'•/e 4 - ` 16d _. 4.1 '10d x 1-12 _ , R5, max fits 1 645 i 745 j 595 M28 Fm - .' 74 1 9rs 5-174 '•_ 272 1-1/e .._ tAn 8' ' 16d"1 4 1. t0dz1-1$ ._I .. 11230 123011390114901 780 ' F2 MaY 1 13M 114901 825, JL26 W26 I 20 1-9A6 4-314 1-12I 15M6 — 6 10d 1 4 10dz1-12 1 710 8051 8701 650. 6 l 16d 1 4 1 10d x 1-12 I B40 1 960 1 10451 650' JL26IF-TZ WC26Z I 18 1-9M6 4-12 1-12 _ _ ,6 10d 4 ItOdxt•12 HDG( 695.1800I 870 730 31, R1, I F32 6 NO22 16d HDG( 4 1odY7-12 NDG 830.1950 1035 730 JL28 LLU 20 1-BA6 6-3/8 1-12 15/16 _ 10 tOtl 1 6 10dx 1An 1180[12951-12951 '855. 5, R5, F2 10 1fid 6 10dx1-12 1400 1000+, 1740I 855:. JL281F-TZ — 118 1-9/16 6-1/8 1-12 _ _ 8 10d HOG 4 ItOd%1-12 HDG '.930 11165111601 730:' f I 31,R7, F32 8 led HDG1 4 110dx 1-12 HOG 11051121511215 730 ,NS26 JUS28 WS26 LUS28 18 18 1-M6 1-M6 4-13n6 6-5/8 1.314 1-314 1 1 — 1 4 6 1 19d 14 10of 1 4 1 ill 10d .870 111G IOW 1080 1115' L1Z70I T375 .1115 Y 5, fly, F2 axe MUS26 MUS26 18 I1-sn6 5-7/16 2 1 — 6 tod 16 10d 1285/14751 T6051 865 1 31, R7, (JUS28 MUS28 78 1-9dfi 7-1fi6 2 1 — 8 nod 18 tOd 1710 1970I 21401 1230 F32 SLIH26 U26 16 1-9/I6 5-1/8 2 1-3/16 — 6 10d 1 4 10dx1-1/2 ,750I 840 9101 755' 6 16d 1 4 1 10d x 1-1/2 1 880.1 10001 1980 1 755 SUH28 — I 16 1.9A6 6-578 2 1 1-3/16 _ 8 101 1 6 1 10dx1-12 10001 1120 j 1210 I 8D0 ' ( 8 16d 6 1 10d x 1-12 11751 1335 i 1440 1 800 1 HU526 HUS26 ifi 1-5/8 1 5-7116 3 2 1 16d I 6 16d 2760 314013345 1 1925 5, HUS28 16 1-5/8 7-3+16 3 2 t6d 1 8 16d 1 41701 4345 43451 2570 RSH11528 HD28 HU28 14 1-9/16 5-114 2-12 1-1/8 g i6d4 11 adz-12.1230 T390I 149D1 780 139a 11490 1 825 F2 6 1230 HD210 HU210 '14 1-SM6 7-3116 2.12 1-1/8 led 4 lndl 1l 12 '21551 1540 17351 186fi' 780 2430:_ 26101 1170 Maz 1 14 6 1) Uplift bads have been increased 60%for And ar seismb loads; no further increase shall be pennmed. 2)16d sWers (0.148 dia. x 3-114' long) maybe used at 0.84 of the table 10ad when; 16d commons are specified. This does nut applyto JLI% HUS, I,NS slard nail hangers 3) For Jltfi, M. and MUS hangers Nails mustbe driven ate 30-to 45' angle Waugh thelaist crtrus hdo the header to achieve the table loads 4) NABS 10d x 1-1/21 nails are 0.148• da. x 1.12' long, 101 MRS are 0.148' dia. x 3' long, 16d nark are 0.162• dra, x 3-12' long. New products ar updated product inforrnalion are designated in bhm foot. Dammlan Finish Wtzinfess Steel EFGM Coat BHDG IRTriple Zlnc 112 Continued on next page 4�anw"S Face Mount Hanger Charts M20 i To V •. Joist Tme, USP- N . Na::a: Stockl.Na.-; ' Dimensions (in) : :bF1SP ....eLu 91m U� I rL Ref. Headerl- Mint .Ha a . It Floor U 1005flj­ 15'� 125;1 I JUS24-2 I LUS24-2 f 18 1 3-1/8 1 3-7/16 1 2 1 1 1 - 4 l6d I 2 1 16d 1 805',1::920 965 1- 325 - I (2)2x4 S11H24-2 U24-2 I 16 3-118 I 3-1/8 I 2 I 11-1/81 - 6 1 10d 1 2 10d 750: W - Blit'l ' 380 -1 380 1 I 10d .880- -10004 10801 MD24-2 HU24-2 14 371/8.1.3-12. 2-12 .1 =1 /8 . - 4 1 16d, I - 2 1 10d 1 615 .'60.1-74S.T 30 1 - 211-2 - - 14 3-1/8 1 3-7/16 1 2 1 - 4 1 16d 2 1 16d I.:iF *;965 10401 495 - i 24-FIF JUS26-2 14 1718 3-1/8 -3A1Vj,. t 1 3-7116 -19 57 �4 1 2 - -- .2 1 1 - - 4 - - 4- 1 16d . l6d. 2--F 4: ,led -F--a5O 1 16d "040 945 118511220 1040 -495 1355 S-ij -4 1 10d I 1250 1405115154 755Ila 1 75; ::4 - I. 1 Od-- 1470 167011800 HD24-2 [:HU24-2: - 3-1/8 J.-3-112 I-'�T ' * 47-, - L 2 1 10d 615 6SS.l 745 1 385 (2) 2x 6 MM26-2. HUS26-2F FiUS26-2- - I HUSC26-2 :-.1 14 3j18 . S-IT4 2 2 1 ::1-' 4 6d 16d 4 �1 1 4-1 16d-11085 16d 1-08-5 1235 1915 1 1 I-1w 1 11 D26-2 14.- 3- ia S"I/4 2,112 I-Ila0d] Milo 8 - I'. 4 j 1230 139011490 1170--1 6. Fl &50 2DBST22351 111 1'/2 rAff a 16d .H-46, Bel 1 12M, 139011490 1170 1 12 11150 2D95 I F2351: JU525-2 JUS28-2 1 LUS26-2 LLIS28-2 18 18 3-1/8 3-1/8 5-1/4 7-1/S I 2 2 1 1 , I Z I 6 16d 16d 4 14 16d 1 16d 109 1325 11185 .151t1F16454 11220 1 1355 R '1355 SUH26-2 U26-2 I 16 I 3-1/8 5-1/16 I 2 1-1/8 10 10d 4 10d 1250 .1405 11515 1- 755 753 1 to 16d 4 Id 1470 16701111001 SUH28-2 16 3-1/8 1 6-1/4 2 1 1-118 1 - 1I ilL ad 1500 1685 1815 755 1 755 . 122 4 10d 1765 '1915 11915 HLIS26-2 HLIS26-2 14 3-1/8 5-1/4 2 1 - 4 16d 4 16d 1 1085 .12354 13001 1155 HM26-21F H=6-2 14 3-1/8 5-1/4 I 2 1+ - 1 1 d 4 16d 1 1085 123511300 1 1155 (2) 2xs HLIS28-2 HU526-2 14 3-1/8 7-1/a 2 1 - 6 I6Ld 6 16d 1 1621 11150.119951 1810 1 I HUS28-21F HLISC28-2 14 3-1/8 7-1/8 2 1 - -i 6 16d 6 16Md 16 M1490 5. HD26-2 HU26-2 14 3-1,11 5-1/4 2-1/2 1-1/8 Tin tdax 1 1 fid 4 - 10d 12 a 3 .130114901 �780 11700 If R5, P2 6 .1 BSO i2W5 1 HD26-2]F HUG26-2 14 3-1/8 !i-114 2-1/2 - LT a 16d 4 ad a 1230 :13901 1390 go 7 So Max 12 6 -lM 2001*2235-1-N70 IF 11 RD28-2 111.1211-2 14 3-1/8 7-1/8 1 2-12 1-116 1!t Want 10 14 16d 4 IDd 154011735111 i7it 70 21E �2430 H028-21F HUC28-2 14 3-1i8 'i 1 7-1/8 12-1/2 '0 H4 16d lad 1 1735 1 71130: T_ 7 5 1 24301 ijj� WS28-2 ? * T-% 18, 7! 518 1 7418: 1- -:- 2 Lj - 1- 6: 166 + .4 16d. 1325 1510 1 IM 1- 1355- JU621G-2 'j LLIS210-2 18 - 1. 3-1/8 1 9-1/8 1 11 . I z . 8.-� 16d 6 16d �j 18451 21051 22901 1.980 rf SU :2 . H2 - 8-F. 16 ! 37 ;� I A 2 -1 ]2� 4 'q !;CC 16851 181511 755 �j .115d 1765 19151 19151- 755 1 SM210-2 1 7 11210-2 j -8 .1 -1/8 8 -M6 2 1 Ila- I _ 6 2Od 2.245 12420, i1-13j, : I +.'1111 EICO 0 26701 28801 1135 1 HUS28.2 HUS20-2 -14 :3.119 7-1/8-1 - 2 :1 - 6 r16d 6 - :16d 1625 IWO 19951 1810 1 HUS26-21F t HUSC28-2 .4 1 41 9-1/8 1--7-118- 1 -2 : '1- 1 - Ii - 16d 6. 16T 1 1625 1850 19951 1819 1 (2) 2 xl 0 Hb28-2--' :HU2B -2 - ii 1-@-: 7-118 fI 2; 1 Man -+ M M 'Max 10.1 �l 14-1 .1* 6 ' dr ism I LBO 7891 !ta 2155 241 _10 1: 2b 1170 HDt16-2F,% . r. Hoc �.-. w* 7. . mil-B I 2-1- ;2 '- ::---'H.1' Min 4 _ 6 10d, 11540 7 * ; �j 21ES 17351180 1 251a 1 780- 1170 Max 4 -14 . HLIS21 0-2: HUS210.9 A-118 1 - 2: I - 8 :16d 8-'-1 .16d' I MCI 24135.1 26601 2210:1 -HLES210-21F IIUSC210-2 14 3-1/8 9-118- z - :A 16d 8: 1,16d 1 2170 246512650 1 2210 W -.:1'4 il112 . , Min . Mk,:-.20 .114 f-i6ti -F 1 mfi 1 ini 2155 j 2430] 26101 V I 38M SM SMI 1950 .11[)21C-��F. Ricii0oz 14 24,12 7914- 4. . ;Ifii '20. .20 3M 3475 1 ins- 1950 I HD0210-21F - I HUCCOOr2'J 14 3AA 1 9 .412: 1 YM 6 -1 WS3.1 5015 155901 55901 .2975 1 1] I) UPM loads have Dean m7eased 60% for wind or seismic loads; no further Increase Shen be permitted. 4 16d sinkers (0.148 dia. x 3-1/4' long) may be used at 0-84 Of the table lead where 16d camm= are specified. This does net appN to JUS. Kks, MUS slant hall hangers. 3) Fw JUS and HX hangers Nola must be driven at a 30* to 45' angle through the Joist a truss ime to header to achieve to table leads. 4) WS3 Wood Scrm are 1/4' x 3' long and are Included with HDO hangers. 5) NAIIS; 10d nails are 0.148" dia. x 3' long, 16d are 0.162" dta. x 3-1/2' Mg. New products or updated product Infornnabon are designated in Idea torn. Gon-asionFinish OStainiessSteel ::Gold Coat EMHDG ®triple Zinc 114 Continued on next page Hangers Face Mount Hanger Charts �ITek` 3oim Sae - -SIaJCNa .. Re1.Na 'Gauge Drmeiisions (m) - - - lzstener53redufe'?'' . :.:'DEM, Allowable Loads S ii - - .Code r. ., 8e1. . Heade}5 , J81st W .N' D A •.MIN Mn .an, f TNag NaB 'Floor : 8oaf -'- UPrdf' 100%]15% 125% 1HJ% SUH314 H0314 IU314 HU314 116 14 2-9716I 2-9/16I 10-9/16 11.5/16 2 2-121 I1-1BI 1-1B - Min 18I 10d 16 �10dz1-12 �2250�2575 Z72511135 18 16 1 16d 16d fi 8 1 10d x l-1/2 10ds1-12 2645 2465 'Sam 1.3000 12780 41M!A4351. 13010 1 1135 1780 2,65 Maz 24 12 3z16 H0314C I HUC914 14 2-9/1fiI 11-Sgfi 2-12 _ Min 1 76 t6d 8 10dz1-72 11 -Y4W 36M 27801 4170 �*1.1280 '44351. 204S I Maz 24 12 H0316 HU316 14 2-9116I 13-Shfi 2-12 1-118 in 18 16d 1 8 10d xt-12 2770 4005 3118 14435 3355 1560 4435 1 2145 Max 1 2S 12 HD3161F HUG316 I 14 I2-9/16113-5/16 2-12I - Min M2z I 18 1 25 1 t6d 1 a 12 I10ds1.12 1 277813125 14005.1 f33551 1560- 44M 14435 12045. (2)3R8 I. H038-2. ": .( F7U30-2 ..'14 5-1/8 - "6-1/8 I 2-02 ": 1+1/8 (..Min - i Max t. la'- I:-14 t6d .I, 4 6: ''._-154p.I1735I1865I780- 10tl �: -�: :1 2156 2430 26101 1170 I2) 3 x 10 H038-2 H1138-2 14 5-18 I fi-118 2-12) 1-78 Min 10 t6d 4 10d -1540 1735 1865 1 780 1 Maz 14 6 2155 2430 2510 1170 HD310.2 I HU310-2 .14 15-18 8 2-12I i-iB Min 14 16d 6 1 10 lad 2155 2430 2670. 117D Maz 1 211 � I 3475 11625 .. .(2) 3 z12. " 1 HD312-7 `« .. 4 - HU372-2. '1 _14 5-78,.� ,._ 10 - +'2 72 r - 1-18 j Min Max 116' ( 24ij `. - :: 16A . 8'' .) toe ' - 2465 Z7B0 29M 1 1065 12,. 3695' 4170 4470 .T34a (2)3xl4 HD312-2 I HU312-2 I 14 15-1/8I 10 I2-12 1-18 Min 1 16 16d 1 8 I 12 tOd 2465I 2780I 2180 '106' 1 Max 124 I.364' 4tt0 .447a 1 040 .`:I JUS2S3'd-'-_: .I W526•3 ..{ 18 4-5/8 i,:4-1/2 1 2 1 1 .I: -: 1-4 16d I '4.1 16d L 1040 11785 12201 1355 j .l•tfi' 4=5/e.. S-1/4 2 -"7 '� I 6 10d �:2 -. 10d .(1000(7120111651 380 1 B.' 16d 2 -"• 10d' . 11165 11165 11651 380 _.HD26-3 :��°:.!HU26G3- .. 1 _74= 4-SB- 4-12 .. � 2-121-18 Mm'`8''16d 4 '._10d .1 :. 1210 11390 0I 14901 7801 5, ( Max 1 12 a 1850 2085 2235 1170 '1 HD26-31F' r HUC26-3 11 : 14 .I 4 5/6 f 4-12- 2-12 I . :*- I Min --I 1 Max I 8 12- ..... t6d I 4 ( - '' - tOd.'- - 1230I 1390 1490.1 780 H5, F2 6 r ]850' 208512235 1170 JUS26-3 I W526-3 18 14-SS 1 4-72 I 2 1 1- I 4 1 16d I 4 16d (1040.j 1195 1220I 1355 1 JUS28-3 I LVS28-3 I 18 1 4-5/8 1 6-318 12 1 1- 16 16d 4 1 16d 11325 1510116451 1355 SUH26-3 I U26-3 16 4-5/8 I S-1/4 I 2 t I- 8 lad 12 1 10d -1000 1720 1 11fi5 . 380 8 16d 2 tOd 1165 1165 7166 I 3B0 (3)2x8 HD2E3 HU26-3 14 4-5/8 4-12 2-12 1-18 Min I 8 led 4 tOd 7230I1390 14901 780 Max 12 fi 1B50 20135 22351 1170 H026-31F I HUC26-3 I 74 14-5/8 4-1/2 2-12 - Min I 8 76d 4 ( 10d 12301 t390 114901 780 - Max 1 12 6 185a 12085 1 22351. 1170 1" HD28-3 j i - 14 4-5/8 16-3/8 2-12 1-1/8 Min 110 t6d lad 1540 11735I 1865 711, Max 14 6 2155 2430 2fi10 1170 HDZB-31F I - 14 4-5M I 6-3/8 2-12 _ Min 10 t6d 4 lad .1540 1 1211 1865 788 Max 14 6 .M 2 2430 2fi10 1170 11 JUS28-3 .'_: 4:j WS2%3:: ='. 18: 14-S/81- 6-3/8_ 2 -'1 .' •.6 .16d-'14 1 `t6d -1325 1510 1645 1355 JU5210-3'; LUS210-3' . I '18 14-518.I 8-3/a V 2 1:. 1 =1 I s: . 16d7 1 6 ' 1 - 16d 11845 12105 2290 1 1980' SUH270-3 ;_- 'i_U210.3 :: .L.-tfi.: I L4=5/8 I &3/8._�,..2:.ia. _ l4 1 . 1M- 6 1 lad ' 11750 I9965 Zt20 113.5 +- 14' :16d - 6YI - lad. 2060' 2335 25201. 7135 HD28-3 - _ 14 I` 4-SB 6-3/8 �212 1-l8 Min 10 "' 16d '. ¢ _.lad "I 1540 1735 1865 J 780 Max 1: 6. 215512430 261011170, (3) 2z10 - HD28-31F - - . ,- .. 14_-. I- 4ZM I _ . G3/8 2i2 - :. Min - 16 '� t6d �: .4 . ^:: tad - _- 154011735 18651 -780 . -Max 14 6 2155 2430. 2610 1170' HD210-3 . :I'HU210-3 4 14- 145/8 72 1 tB..M�_ •'Mm 74 ,�„ �. `: t6d 6 - -- .: -2155. -loci 2430 2610I 1170 10 . ,_I 19;i0. . HD210.31F . 1 HUM 6 3 I' _ 14: "¢5/B IM/4 212 E'Mm - 14. 16d- .:. fig= ' tad ( .. .. 215524302a0I: 1170 ti i =:t 120 - 10 308q 3475. 37751 1950 ' HDo210=31E'...' I HUCA210-3 14• 1 4-5/8 19 - -3.' 1= : (:12 I W93 { 6.t= Was • 1501515590 55901 2975*1 1 31,81,F32 7) upon naps nave been alveasa0 60%forwind or seismic loads; na tooter irlvease shall be p=,.rmi0ed. 2) lad sinkers (0.148 dla. x 3-1/4' long) may he used at 0.94 of the table load where 16d mmmo s are specified. This does not appty to JUS, HUS, MUS stand rw7 hangers 31 WS3 Wood Saews am 1/4' x 3' long and are hickided with HDD hangans 4) NABS: lad nails are 0.148' da. x 3' long, 16d nails are 0.162' 6a. x 3-12' [Ong. New products a updated product irdannallan are designated in blue toot. a7 A Corrosion Finish OStainleu Steel MGald Caat €-�HDG BTdple Z7nc `-d L PP. Continued on next page 117 r, 11anaefs Face Mount Hanger Charts MiTek0 Joxst Srae . USP Stock No, . Ref. No Gauge aimeh9ons (m) - FzsteDV Schedule'^r': .. DF/SP .:. Allowable Loads (tM.) � a .:.code'. Ref. XeaQaC _ Jairt i,W H' . 0' .?p Maz - -Nail 'Na0 -100% Roof. 115% 125%'16U% U HP JUS46 I LUS46 18 3-518 1 5 1 2 1 1 1 - 4 16tl 1 4 16d 110401.1185: 12201:-.1355:: S6446 U46 16 'I 3-9/16 4.1a/16 . 2 ' 1-1/e I _ 1 10 1 1Od 1 4 1 10d 1'.1250 11405 1.15151 755 ^1 '755: 1 1G 16d 1 4 1 tad 1147011670 18001 HUS46 H0546 14 1 3-5/8 1 5 2 1 - 1 4 16d 4 -j 16d . I1085 '123S 13001:1155-1 4 x 6 H11S461F I HUSC46 14 1 3-5/e 5 2 1 1- 1 4 1 16d 1 4 1 16d 1.108519235:1 1300 1155,1 HD46 I HU46 14 3-9h6 5-7/16 2-1/2 1-1/9 Min Max 1 e 1 12 161 4 lad 12301'139a 1490" 780 1170 IS 6 1859 C2089 -2235 HD46G I HUC46 14 3-9l76 5.1l16 2-72M II - Min 1 8 16d 4 1Gtl 1230 -13M f 14901 780. . t1 a Max 112 6 12501 2086 122- `JUS46--`_.-- .1SISA6'. •:.-1 :18 1 3-5/B.1 : 5 '.. 2 .1 1 -- r,,4 1.::! j� 4;` C "l6dka:1104011185112201 1355' " , + JUS48 : 1US48 ^7 -.18 3-5/8 C6-7/8 1 2 1 .1': - - fir 16d 1' 4. I -16d- .' 1325 115101 16451 1355 - SUH4fi,. - tllAfi : :I 18 3-9/16 4-13/1fi I .2. 1-1/e .,_ •10 1. ,lad %4 125011405 .11! 5 755 . 755 i 10 < 16d 1-:4 -. 10d - 11470 1670 G. HUS48-!,-� = I. HU546' ..1 y4 .1:3-518 S.: "2 a "-. 1......: -:.4: -lFld : _4. t':'t 6d :'- 1DB5 1235113071 1755 HUSd51F.' -., .} -14::1 3-5/e - 5":. :2 .:.1 :.-.:`- 4 .16d 1 -4:- :16d :.: 1085.I 1235113M 1 1155 1 HUS48 :--.I HUW -1+1A'�13-5/81r'0 T.=1. 2.1 l I":_..."6I.16d 1.-6!C-:.16d;=116251B50193517810-1 4 xB. HU548IF .I 14 i 3-5/8 j 7 . I 2 1 1 . - 6 1' 16d I 6. 1 a6d' 1fi25 1850119951 7810 1 1I1'HUSG48 HU46';{; =14: ...�. 3,-9/16 ;5-tAfi ...... 2-1217-1/5': (... j -.: IWn 8 -16d 4 6 ..,.:-t Gd.; 123011390 f 14901 780 1 1170 Max' '18. rl8501 2085 1 2735 HD4S�'.. tR1C46 14 - 13-9116 5-7/16' 12-1/2I - .: : - Min. Max1 1 . B . 12 ;16d 1f- -4 1 6 1-..... U- :. .1 . , � i 1230 18501 1 1390� 20851 11490 22351 22351 1 780 ,a 1170 117020851 5, R5, ld . 3-9 16 6-15/16 12-12 1..�. }t/3 -rein Max -10, 14 16d .1 -1'fi: 4'. _ _ i r 154a 1735 18651 .781 1. 1170. F2 21552430 1261a HD48.F . 'GHUCABAW2 +6 2-121I -'1. ^° : Min °I Max 10 r 14 atl .JU548 4- - . . " 1ad." 15w 117351 1855 780 i WS482 I 1 fi 16d S 1 t6d 1325 151a 116451 1355JUS41G 1 LUS410 2 1 - 1 8 i6d 6 16d 1 18451 21 OF, 2290 1 1980 SUH410 i U410 I 16 I3-9/16I 8-318 I 2 I 1-1/8 _ 16 lad 6 1 lad 20DO1 2245 24201 1135 1135 16 16d 1 fi 1 lad 12350 2670129M 1 HUS48 i HUS48 1 14 1 3-5/81 7 1 2 1 1 1 - 6 16d 6 1 16d 11625 1850 1 1995 1810'1 HUS481F 1 HILSC48 I 14 3-5/8 7 1 2I 1 6 16d 6 16d 11fi25'.165a 1995 '1BIG: I H048 j NU48 I 14 3-9 fi1615 t612-1211-18 IIIIII Min 10 16d 4 tod 1540 1735 1865.1 780 117r1. Max 1 14 fi 2155' 2430 26fa 4x1D HD481F ! HUC48 I 14 3-9M6 6-15116I 2-112 16d fi lad 1 ism 175 1865 : 780 M 174 3 1 HI75410 1 HUS410 I 14 3-5/8 8-7/8 1 2 1 1 - 1 8 16d 1 8 16d 1 217012 2550 . 2210 ' 1 HUS41OIF HUSC410 14 1 3-5/8 8-7/8 2 1 8 16d 8 16d 1 2170 1 246S 2660 . 221011 HD410 I HU410 14 3-9/16 8-13/16 I2-121 1.118 Min 14 .16d 6 tall Max 20 t0 ` HD4101F I HUC410 14 3.9/16 8-13h6 2-12I - Min 16d 1 i� 1215512430 Un 2510 70 il 0 104 HDQ4161F I HUCQ410 1 14 3-S/161 9 3 11.12 12 W53 6 yJ53 I5015 1 559a 15590.1 2975 I 8 31. R1, F32 1) Uplift loads have been increased 60%for wind orseismic loads; no further increau shag be permified. 2)16d sinkers (0.148 dia. x 3-1/4' long) may be used at 0.94 of the table load where 16d commons are specified. This does not apply to JUS, HLIS, MUS slant nail hangers 3) WS3 Wood Screws are 1/4" x 3- long and are Included with HDO hangers 4) NAU.&- 7 ad nails are 0.148" dia. x 3" long, 16d nails are 0.162' dia. x 3-12' long. Nev product or updated product information are designated in bias ford- CorrosianFnish ©Stainless Steel f="Sold Chat MHDG ®Triple Zinc 119 MINIMUM GRADE OF LUMGEft Top Chard 2R4 UP §2 SPF $1/1)2 o.'bollar Doll Chord 2XJ(•) OR 20 SP #214 OR SPF #1/d2 or ball-, WabF 20 SYP #D or bollor (-)•2e3 MAY UK PIPPED FROM A 2R11. (PITOHED OR SgVARIU (••) Ar m1 EAOH VALLEY TD EVERY SUPPOrama'muss, WINO (2) IN BOX (0.100' X 10 NAILS'ME—IAILEP FDn FBO 9007. AIDE 7.10 - H OD. ..Y'✓— MUN HOOK. WcwsED BUIIDIHo, EXP. D. IMURPENCIA. WINP TO 01,13 PSF. CUT F OM 2.8 On UnOR AS REQUIRED 4'-0" Max WL Me4 6'—On ax 6'-0"Max 20'-0" Max (**) • SUPPORTING TRUSSES AT 24" O.C; -MAXIMUN SPACING, TRUSS UNLESS SPECIFIED ON ENGINEER'S SMED DESIGN, APPLY 1e4 'T'-PRACE, °OS LENOIR OF WEn. VALLEY ED. SAME SPECIES AND DRAPE OR OEITER.ATTACHE° EQUALLY 9PAC�°'iani�Ert IICAL VALLEY 1YEDS OIRFATERRTRAM 7'-9FNUIDUS �ML DINGING, MAXIMUM VALLEY VIURICAL HEIDHT MAY NOT EXCEED 12'-0', TDP CHORDE1 OF TRUSS, BENEATH VALLEY SET MUST BE GRACED WITH, INMRfAUa larAONED. MIMD SHEAWIINO APPLIED PRIOR TO VALLEY TRUSS PURLINS AT 24" 00. OR AS 0111ERWISE SPECIFIED ON ENGINEERS' SEALED DESION o OY VALLEY TRUSSES USED W LIEU OF PURLW SPACING AS SPECIFIED ON ENGINEERS' PEALED -0ESION. ("')bFi'OOLOTOPE11ENA,IVAPUFONHE SLOPE F TTIEIDC10U. (+F) LARGER SPARS (LAY BE BUILT AS LONG AS TIE VEROGAL HOOHT DOES HOT "VEEP 12—o'. BUTTOM1 CHORD MAY DE SQUARE OR PRUNED CUT AS SHOWN. (2) 12d SQUARE CVF 9QVML CUT (--)TOMJun iOM CHORD VM � /Wry�I- NTIONAL CAL OPTIONAL HIP E 9YfulLLa•1,1 END VERTICAL JbINT DETAIL cE T— n T 1-1 I nrpon.Ml) of lPw Emhi ewe TO LL 20 ZO pSF TO DL 10' 16 psF DC DL 10 10 p5F GC LL 00 00 pSF TOTAL LOAD 40 4G PSF p(WpOlpll TlGlmi 1.25 1.2G F-nd rus� 7 10 l U MPH WIND SPEED _?5' ME4N F ACSE O CE o • ON.. ra a BFooaa group A Croup 0 Group A group 0 OroupsA 0 up B group A I .'C}I ao n ea a s s—s n-tt a-1 a—o a-9• o—s• D-s tD-t" SPF 5111tl 7 J O HF mANR'Vitl a -a 4-2 4-2' 5-10' D- t' 7'-6' D-s• D'- 1' to-1D' o ZIP s—e e—ta' a—o 9-s' a—D 9—p 0—p• e a o-9 v—+ U N DFL tl s-e• a-9' a—D' a—T' —T' a—J' 0—e' 1D—a• N v—v v—B 7z—+ >• Fj s a—v B—a o—o B—a 0-9 —t—tt• T-7t' T-tt 9—e a —a x-+' HF stutl s—v a—x a—x o— 0• o— o v-z 9-x' 0-7 � � vAnB D—v 9—D T—x T—t o—e v—o o—x• x—o 1 _s a—s o—z a o• a ii ti-o pSP -o a—x' T-n' 0-71' 8-11' v-4' v_ • to —IU' mANDMO J'—ta' a—D' 7-4' B—p• 7—T 9-e' 9-11 tD—a' tD-9' is—o 1 R 4—J A—t' A —A A —A 10—A' 10-0 1J—A U P 7 4-1' 9—t' v-tt a—v B—v tB-9• D—a is-9 � C m1O -x 4_x e_1 a-1 v-11 7—t0 T—tO tv—v tC—e 18-0- L_ O' SP Epp O-0 1^2 13-8 �X R 4—T 7— 7— 1 D-9• p_p a —A• —R J—O J-e' t7 p N SP ] 4— _x. T_x. B_b. a ta'—e' D- t— DFL D -+ T- o_�, o_o n o-o to-9 t3 0 8— _a vrypp �9 v �1,iw i vQ10nl t. P Spaolaa on OROUP A O,MLE TRUSS DETM NOTES, WE LOAD BEFLEanoH DDRMTA 15 LAID, �US SNUPS1I).GDONEMIF w DEAD AAD uralE QIO eUPPURp VAD FROM 4'—U' OUTLOOKER9 WRIT a—B WEnHANC,Ux 12' pLTWDoo, a4EN D. . AT�ACII WN '�' BRACE WAIN tad NABS r pap (1J L' GRACE, SPACE NAILS AT z^ CO. I 1e' EN�pp)RR ZDII® AHD 4' U0. BETWEEN xoyE9. ')TF PN,)zoNES AND 0 DO. OETTYYM'ON"' IoRAC11N9 MUST BE A MINIMUM of pox OF WEB pAB p 1E slZ re DDA 1 ND eP p E98 T M1^a 1n4 Opp RxJ LE9aTEi NN 11' io tl', 911T Rn4 O En en t t —e a.vx4 PFN( SPLIOE MD HEELRPIATia. D CI 1^ 11 f I�l . OioA�� mi�icAoim eomlom 1ricWN 6u.ma aeilcauumid loci SOUTHERN old domLwlnp dudnp mo9vn; TRUSS Fort PIBFCe DlVislOn epeclAo opppcallmw.5pp ACSF 2590 N. NIn9• Hlghm, dollont Tor Im&j, 6ido0a9 A Fort Pl.re., FL J4951 Tpw,a op Ia 6t cooled and 6 COMPANIES (aaD)ztz-aaa9;nz)494-41ao Aimn011DR 119p0oda E..drvzls a —opt 9 0 % . tam Matdmun Total Load 00 PSF SPACING AT 24" O.C. -Typic:,-�al Peep-yb�ac�k EDEE�t.-aaI L�IPNIMUM GRADE OF LUMBER Chord 2x4 SYP #2 ar better Chard 2x4 SYP $2 or bolter Webe Zx4 SYP �13 or batter DEFER 70 SE ED DESIGN FOR DASHED PLATER SPACE PIGGYBACK YFARCALS AT 4' OC MA). TOP NOT DIBM70 CHORVERANUf11EH MUST BE STAOGEREO 50 THAT ONE SPLICE ATTACH PURUN9 70 TOP OF FIAT TOP CHORD. IF PIOOYRSCK 19 SOLID LUMOER 0qq 77ryry�� DO DU CHORD 19 OMnTED PURUN9 MAY Be APPIRD BENFA7N TILE TOP CHORD of SUPPdnhho TINSS. RFFFIe TO INCINEEII'8 SEALED DESION FOR REQUIRED PURGN SPACING. THIS �D"ETAIL 19 APPLICABLE FOR 7HE FOLLOWING WIND CONORIONS: yY1—TAMPH WWD. 3G' NFAN HOT. ASCE 7.10 CLOSEU BLDO. LOCATED ANYWHERE IN floor. 1 MI. FROM COAST CAT 1, W C, WIND to DenD PSF. WINO DC UL, Par 140 MPH WIND. 30' MEAN HOI: FpC2010 FNCIDSED BLDU. LOCATED ANYWHERE IN ROOF WIND 7O DL-D PSF. WIND DC OL-11 PSF. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'0" NO BRACING 1x4 "T" BRACE. SAME GRADE; S lliES AS WEB 7'B" TO 10' MEMBER, OR BETTER AND BD% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR SERER AND DOT. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. JOINT SPANS Up TO TYPE 30 34' 36' 1 52' A 2x4 2.50 2.5x4 3x5 El 4x6 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 ABC —�61 gic BC I C I BIC. *ATTACH PIGGYBACK WITH O'xaxl/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES o'4'—o" D.C. MAX. E COMPANIES vv cI r— r—I I r-7 � Eeedlon brectng Is not the reCpon11601Iy or two designer, plate mamd nor Ilan fobrkala, penwa mecvny bum Cm Cautioned to III% gob addae mga*g enaVon bmdng eNrh Is olaDye requlnd to pmvent I on unit domtnoing dadn➢ encellon; unit ppennanenl brodng which may be ram specific oPPlkallmL SIC TICSI-01 Sumnory A I Caminlnkey um1 nevi dulkor h m fmflury, boluMng & bracing meld plate eumn"I d mLuna wood 4-41 Bo Tmnrl on to be traded and Iullmed In [at it In a ebo195l wd yFanb B Ilium no ChmOng Is pled &ICly Io the Lop Chord; viol Ad be bra ryed0ed on MI C nl n. Ineces ehog he rave IM mmomble Wes rlNvea lI FIRM damoaC ni Maximun Loading 55pef at 1.33 Duration Factor 50psf of 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. L-BRACE DETAIL Nailing Pattern . L-Brace size Nail S¢e . Nail Spacing U4 orb 10d 8 o D. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace. (On Two-PVs Nail to Both Plies).• WEB Section Detafl L-Brace Web SPACING L-Brace must be same species grade (or better) as web member. Note: L-Bracing to be used when continuous literal bracing is impractical. L-brace must cover 90."/; ofweb length.' L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing lNeb Size 1 2 Zx3 or2x4 IA ... 2x6 1x6 ^� 2x8 2x8 -• -^ DIRECT SUBS T MMON NOT APLICABLE. L-Brace Size forTwc-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 .,. 2x6 y6 2x8 2x8 «• — DIRECT SUBSTMMON NOT APUCASM SCAB -BRACE DETAIL Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is Impractical. Scab must cover full length of web +1- 6". THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS """ REQUiREDATi/3-POINTS OR I -BRACE IS'SPECIAED:•' APPLY 2x SCAB TO ON5 FACE OF WEB WRH 2 ROWS OF 10d'(3"X0.131'j NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' �\ MAXIMUM WEB AXIAL FORCE 2500 Ibs MAXIMUM WEB LENGTH=•12'-0" SCAB SRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails � Section Detail ®� Scab -Brame 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 / I -Brace must cover 900/ of web length. Note: This detail NOT to be used to cdriJert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size NailS¢e NalSpacng l x4 or 1 x6 V 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of:T-Brace / I -Brace. (On Two-Plys Nail to Both Plies) alternate position �SPACING WEB r'tIr } T-BRACE Nails ' / Section Detail T-Brace M Web alternate position Nails web I -Brace Nails Brace Size for One -Ply Truss Specified Continuous Rows of lateral Bracing Web Size 1 2• 2x3�or 2x4 1x4 (') T-Brace .ix4 (') I -Bra 2x6 US () T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2z6 T-Brace 2x6 I -Brace 2x8 20T-Brace 2x8I-Brace T-Brace / 1-Brace must be same species and grade (or better) as web member. (7 NOTE If SP webs are used In the truss, 1x4 or 1x6 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 #2 with 1X bracing material, use IND 45 for T-Bracell-Bras For SP truss lumber grades up to #1 with 1X_ bracing material, use IND 55 for T-Brace/l Bratx Job Truss Truss Type Qty Ply 1 11 8445 Al ROOF SPECIAL GIRDER 1 1 ' ' Job Reference o tional omd coed W.-=M •. Sx6 WBG t0 1t ' 9 13 Sv8 VR, B 3va 3 14e 5.00 f3 6 1 3 dasC 3v5= ]x01.RMMS= 4 15 6 W d 19 3vd II 2 16 hd II ' dx'= ]3 31 W30 3] 29 38 39 20 4� 25 25 d1 2d 3J 22 d3 21 30 19 10' hd 1135, 4R h411 3x0 MUMS= 3x0= 3.5x5= 5v3 M= 5x5= 5,5= 5v8 M= 1AM ,1-Sq,311J fi-&5 4&14 ddb0 1470 2490 29b 331 W2 db310 46M SL12212 4i Os 7 2.1-4 2-&1 .}p.B 432 St-0 52-0 I 411-t4 41-14 1 6+14 6.414 &3-d OJ1 Plate Offsets KY)- [2:0-2-4,0-1-8], [5:0-5-4,Edge], [8:0-4-0,Edge]; [10:0-5-4,0-2-8], [13:0-4-o,Edge], [14:0-2-12,0-1.8], [15:0-2-8,0-1-8], [18:0-2-8,0-3-0], f19:0-240-3-01,[21:0-1-12,0-1-81,[22:0-2-0,0-1-81,[30:0-3-8,0-2-01,[31:0-2-4,0-1-81, r32:0-2-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(L-) 0.47 28-29>999 240 MT20 244/190 TCDL 15.0 ' Lumber DOL 1.25 BC 0.79 Vert(CT) -0.74 28-29 >725 . 180 MT20HS 187/143 BCLL 0.0 " Rep Stress Incr NO WB 0.87 Horz(CT) 0.12 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-3 Weight: 3781b FT=4% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T275: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W4,W17: 2x4 SP No.2 W18: 2x6 SP No.2 ... OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or4-6-13 oc bracing. WEBS 1 Row at midpt 5-28, 6-26, 7-25, 9-24, 10-24, 10-22, 12-21, 14-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 32 = 2006/0-8-0 (min. 0-1-11) 19 = 3915/0-8.6 (min. 0-3-4) 18 = -651/Mechanical Max Horz 32 = 233(LC 8) Max Uplift 32 = -921(LC 8) 19 .1289(LC 8) 18 = .840(LC 19) Max Grav 32 = 2006(LC 1) Continued on page 2 Max Grav 19 = 3915(LC 1) 18 = 391(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2070/979, 3-34=-4375/1895, 4-34=-4375/1895, 4-35=-4375/1895, 5-35=-4375/1895, 5-6=4808/1918, 6-7=3458/1358, 7-8=-2494/985, - 8-9=-2418/996, 9-10=-16777707, 10-11=1125/560, 11-12=-1314/546, 12-13=422/356, 13-14=555/343, 14-15=961/2465,16-18=-315/214 BOTCHORD 31-36=1077/1952, 30-36=1077/1952, 30-37=-2896/6662, 29-37=2896/6662, 29-38=-2894/6649, 38-39=2894/6649, 39-40=-2894/6649, 2840=2894/6649, 27-28=-1842/4405, 26-27=-1842/4405, 25-26=-1195/3128, 25-41=-740/2239, 24-41=-740/2239, 23-24=-350/1497, 22-23=350/1497, 22-42=01466, 21-42=01466, 20-21=-2216/1003, 19-20=-2216/1003, 18-19=-16251732 BOTCHORD 31-36=1077/1952, 30-36=1077/1952, 30-37=2896/6662, 29-37=-2896/6662, 29-38=-2894/6649, 38-39=2894/6649, 39-40=-2894/6649, 28-40=2894/6649, 27-28=-1842/4405, 26-27=1842/4405, 25-26=1195/3128, 25-41=-740/2239, 24-41=-740/2239, 23-24=350/1497, 22-23=350/1497, 22.42=0/466, 21-42=01466, 20-21=-2216/1003, 19-20=-2216/1003, 18-19=-1625f732 WEBS 2-32=-1891/901, 2-31=933/2097, 3-31=-978/357, 3-30=-1135/2905, 5-30=-2665/1018, 5-28=-2403/1127, 6-28=438/1099, 6-26=1595/807, 7-26=-422/1037, 7-25=1351/692, 9-25=-471/1133, 9-24=-1418f741, 10-24=-582/1266, 10-22=1083/506, 12-22=-465/128814-21= 1076/3139.1 �\��� CTf41 �'%�,,� 14-19=3309/11 IN -M9/�4 /// 15-1s=-ao1/1��B�Q- �,GENS �/i���� NOT Uy - rob, Ii siqdg leen\^�t cons) his de'n,sign. � t\ STATE / c I ra-zo ii O R l fl / `a�G \ S of I I I IENG\\\\\ 1 Job Truss Truss Type Qty . Ply 8445 Al ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Souihemruss�o:,`F'ort fierce, FC-3495� Run SiD s`T127 201'9 Pnht. 810 s�u1272019-MTeRindustnes, inc. tJrarrti2SYG:2'7-2P20 ag 2�= -- ID:LXnxJzWOakBGVaFRbMTFdyJY9v-NB32CSol4Y_OWt?ui_mhUxpYKVxsgDhuxKERiDyFbp5 _ iLi]1*•-E 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 921 lb uplift at joint 32, 1289 lb uplift at joint 19 and 840 lb uplift at joint 18. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 43 lb up at 3-11-4, and 23 lb down and 43 lb Lp at 6-0-0, and 23 Ito down and 43 lb up at 8-0-0 on top chord, and 94 lb down and 173 lb up at 3-114, 18 It, down and 13 lb up at 6-0-0, 18 lb down and 13 lb up at 8-0-0, 69 lb down and 57 lb up at 10-0-0, and 69 lb down and 57 lb up at 12-0-0, and 69 lb down and 57 fib up at 14-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 (pil) Vert: 1-3=-70, 3-5=-70, 5-10=-70, 10-11=-70, 11-16=-70, 16-17=70, 1-18=-20 Concentrated Loads (Ib) Vert: 31=100(F) 38=69(F) 39=-69(F) 40=-69(F) PN \� �10ENg�.���!ii l br STATE ��,.�� T.I t' •Zo /////S /�IIAIIENGN\N Job Truss Truss Type Qty Ply 8445 A2 ATTIC 1 1 Job Reference (optional) "-�Soatlf TTt1 !r-P Y FL= 4951 ----Rbn�31D's J"F272619i'rl �SS1 Bs JIiF27'20 9 MTek-1 d t I M mlJew-25�6�2-7L-J4 ssa2ce,uo _ ID:LXnxJzWOaxkBGVaFR13MTFdyJY9v-BLOJTVsofOIAEaT2NEs5kC3XAvlx4wbmJGhlwtyFbp7 2-21 1 4 742 gfio2220.77251k10D-3310.12 I 555&110.0.122 -2 0b10 12 31 95 09 P56 DWUu d %-vein BxO = 6xe = 6.e a4aa +6 ua 11 e 9.Sx6= 6 4e41 7 12 M 11 7.71 6 Bc ;0 __ 13 a00 t2 6v8= NI It Ba6= 2 Nry3 5 3 d 35x5 L B d11 2 14 1 15 d Sv8 =28 25 20 27 28 N 33 9d 23 II 21 35 ie N 19 10 16 +7 5v811 Nell &S= 4v8= 7v8 MROHS= dv5= ?well 2v011 6x6= dv0= 4.5= five= 2v611 IWO= N611 2-2-0 1y0 S11< &&5I 11-&14 1112 21&O p17--& 3510.12 1- 7&A0 d-10 S110.2 �1b9� 39i 2-&1 &&9 I 0 1 12 680 Plate Offsets (X,Y)- [1:0-2-6,0-0-4], [3:0-3-0,0-2-9], [5:0-5-4,0-4-0], [6:0-4-8,0.0-0], [7:0-2-10,0-3-12], [10:0-4-0,0-3-13], [13:0-2-12,0-4-8], [14:0-2-3,0-0-7], [17:0-6-0 0-1-0] [19:0-2-0 0-2-01 [23:0-5-0 0-1-01 r27:0-3-0 0-2-01 [28:0-2-8,0-2-01 [29:0-5-4 0-1-0] [31:04-0 0-2-12] -f LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.64 24-26 >847 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -1.10 24-26 >492 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Attic -0.13 23-24 776 360 Weight: 489 lb FT = 4% LUMBER - TOP CHORD 2x6 SP N0.2 *Except* T1: 2x4 SP No.2, T4: 2x8 SP No.2 T3: 2x8 SP DSS BOT CHORD 2x8 SP DSS *Except* B4: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W8,W11: 2x8 SP No.2 W18: 2x4 SP No.2 W13: 2x4 SP M 31 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 1 Row at midpt 5-24. 11-31, 12-19, 13-17, 20-31 JOINTS 1 Brace at Jt(s): 30, 31 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 29 = 2154/0-8-0 (min. 0-2-3) 17 = 3527/0-8-0 (min. 04-3) 14 =-338/Mechanical Max Horz 29 = 195(LC 10) Max Uplift G2ntinued on page 2 -678(LC 10) Max Uplift 17 = =859(LC 6) 14 = -579(LC 24) Max Grav 29 = 2154(LC 1) 17 = 3527(LC 1) 14 = 156(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-577/145, 2-3=-2922/1269, 3-4=-4430/1995, 4-5=-4432/1993, 5-6=-4007/1606, 6-7=3521/1569, 7-8=-395/309, 8-9=385/405, 9-10=-470/1152, 10-11=-393/960, 11-12=15291907, 12-13=-775/481, 13-14=728/1857 BOTCHORD 1-29=-119/525, 28-29=-313/600, 27-28=-1090/2690, 26-27=2603/6249, 25-26=-2596/6231, 24.25=2596/62311 24-33=-1206/3522, 33-34=-1206/3522, 23-34=-1206/3522, 22-23=-1203/3514, 21-22=-1199/3506. 21-35=-1199/3506, 20-35=-1199/3506, 20-36=-64/624, BOTCHORD 1-29=-1191525, 28-29=-313/600, 27-28=-1090/2690, 26-27=-2603/6249, 25-26=-2596/6231, 24-25=-2596/6231, 24-33=-1206/3522, 33-34=-1206/3522, 23.34=-1206/3522, 22-23=-1203/3514, 21-22=-1199/3506, 21-35=-1199/3506, 20-35=-1199/3506, 20-36=-64/624, 19-36=-641624, 18-19=-1639/811, 17-18=-1639/811, 16-17=-1564/767, 14-16=-1564f767 WEBS 2-29=1623/860, 2-28=-975/2180, 3-28=-667/377, 5-26=-100/350, .5-24=3023/1500, 6-24=143/956, 7-30=-3793/1885, 23-30=119/1077, 9-30=228/1297, 30-31=3757/1870, 1031=-1032/533, 11-31=-2286/1130, - 11-20=265/814, 12-20=-421/1315, 12-19=-1624/749, 13-19=-11 // 768, 13-17=3213/1612,Y9r�d�1� /�I =86 / �\P?-2 8 3-27-1012 NOT 1) Un rc�f liv [ad "a cons r- this design. 7 STATE / x � t\ ' \ P�RD O I IA 2 Job Truss Truss Type Qty Ply 8445 A2 ATTIC 1 1 Job Reference (optional) 4--' SoutNemrrbssV-,F67tce;'FL'34951� NOTES- 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.OIb AC unit load placed on the bottom chord, 21-9-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 23-24 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 29, 859 lb uplift at joint 17 and 579 lb uplift at joint 14. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Kn7F'S-31US-idl'71"-281�'�rinFFB'3fit1's ytll{IT20¢9=NnTelwindUStAes;.inc.<Mpn-Ido17�5 16:27-:2fr2A9g.-P-age.2t-:-= ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-BLQJTVsofOIAEaT2NEs5kC3XAv1x4wbmJGhlmyFbp? i PE 7 STATE UFJ F �G � Job Truss Truss Type Qty Ply 4 9445 A3 Attic 1 1 Job Reference (optional) d'uflfefn'Trm C2i`;'F57tPt rtz; 1=L34551^a�-"-- Tun:S f06syvl� iB=C'9 rirrt=8-91fs=Jul27zut8 BVB = SxS= fix6c 0 a Dud lad DA-Min hB 11 S5 1x5=hO MnOH.= all 11 Bad = 44 6xB= h011 laII= dv5 = 1-10.0 '1�£6I 0 ]1%J 1 S&61.4 I 311107 J2 61-1I S1-1-1311 I 3"2 I 5S1D.12 2 91-d I 6-10-13 [21:0-2-8,0-2-0], [22:0-5-4,0-1-01, LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.49 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.88 18 >610 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix-S Attic -0.1017-18 966 360 Weight: 487 lb FT=4% LUMBER - TOP CHORD 2x6 SP M 26 -Except' T1: 2x4 SP No.2, T3: 2x8 SP DSS BOT CHORD. 2x8 SP DSS WEBS 2x4 SP No.3 *Except* W406,W14,W15,W10: 2x6 SP No.2 W8: 2x8 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or2-6-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-23, 9-16, 9-15, 10-15, 8-23 Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22 = 2151/0-8-0 (min.0-2-3) 13 = 3557/0-8-0 (min. 0-3-9) 11 = -474/Mechanical Max Horz 22 = -176(LC 11) Max Uplift 22 = -667(LC 10) 13 = -915(LC 6) 11 = -645(LC 24) Max Grav t?antinued on page 2151(LC 1) Max Grav 13 = 3557(LC 1) 11 = 155(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-782/233, 2-3=-3256/1436, 3-4=-5311/2378, 4.5=-4049/1691, 5-6=-3495/1588, 6-7=484/487, 7-8=-447/547, 8-9=2039/1189, 9-10=13911795, 10-11=-710/1889 BOTCHORD 1-22=2241740, 21-22=3751772, 20-21=1190/2950. 19-20=2182/5348, 18-19--2182/5348, 18-24=1212/3499, 24-25=-121213499, 17-25=1212/3499, 17-26=-1210/3494, 16-26=-1 210/3494,16-27=-298/1188, 15-27=298/1188, 14-15=1661 f787, 13-14=1661 f787, 12-13=15837741, 11-12=1583f741 WEBS 2-22=1644/925, 2-21=963/2221, 3-21=-426/320, 3-20=1128/2733, 4-20=-895/367, 4-18=2484/1261, 5-18=315/1250, 6-23=3881/1928, WEBS 2-22=1644/925, 2-21=963/2221, 3-21=4261320, 3-20=112812733, 4-20=895/367, 4-18=2484/1261, 5-18=315/1250, 6-23=3881/1928, 17-23=-55/1001, 7-23=169/264, 16-23=-2169/828, 8-16=951285, 9-16=607/1506, 9-15=-1134/587, 10-15=1193/3133, 10-13=3292/1707, 8-23=-2529/1424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;-Vult=.170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 3) 120.01b AC unit load placed on the bottom chord, 21-M from left a ed at two points, 5-0-0 apart oningde ad\\�u�'��t�LL draw t�reftw�ter pd 5) All olatesal+e�T28IXat�s�i1(e3setl�e. inT Ir ry i 6) Thi s, aen[dt[siyl al �0 pst_ bottoms Ivy load noncenc nt It any= v i STATZ OT `c G•20 i,cr 4ORIDP%��� Job Truss Truss Type Qry Ply t 8445 A3 Attic 1 1 Job Reference (optional) aoumem a uss w•, rw i riei m, r:.waoi ...... 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 667 lb uplift at joint 22, 915 Ito uplift at joint 13 and 645 Ito uplift at joint 11. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1 PE 7 ` b t STATE F - - - 0 0 o I II I E ING\\\\\\ Jab Truss Truss Type Qty Ply t 18445 A4 Attic 1 1 Job Reference (optional) �Souil-iefi'fRls3'C'd:; Fott-PIEr '; FL'34951 —Run:8:310-6—Jui 292019-PrrnF.=8;31tisrJul�?3'201�SMifekindvstrles,Hlfe=-Mor�Nov25-A16z7-?8-20i9-Pages •_ ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-BkY3uBu2Bp?IUucQVfvZpd8rUjiJYpl3naAszLFboz _ 1-100 411-1 1S 14 1]-]-290.410 22-s" 23-9AA 3A10.11 0310.12 O-0-0 SS9A '1-10.0 &1-d 5410 11-10.4'I-.- YDb WI-12 ]-o-i ]-0.1 Bx8= W II M= fib1 3x8= B yry0 B µry2 10 11 7 36 II 54 IWO= 8 28 ss S.W 13 3 W2= 2d 11 8 w Bm0 i 2 2 �1 d ag SxB = 2d 021 n V 20 25 19 H 1B 30 O 18 15 2a011 8M= 8i8= 4x5= M 11 BxB dxBc dx8= 6x6= SxS= 7A 12 Dead LwdD arz In S 11= 0.0 1b0 411< 15-&14 d].00 SE-9d '1-6-O'T It-t2l i&ce i410 0-112' I2II7M2 -0.1 OJ-0 Plate Offsets (X,Y)- [1:0-4-0,0-2-14], [2:0-2-0,0-1-8], [5:0-8-0,0-7-0], [6:0-6-8,0-0-8], [7:0-2-9,0-0-0], [8:0-54,0-4-0], [10:0-3-0,04-8], [12:0-3-0,04-8], 113:0-1-15,0-2-8],[14:0-5-0,0-1-0],[16:0-2-12,0-2-0],[17:0-1-12,0-2-41,[19:0-4-12,0-1-0],[20:0-2-4,0-2-0],[21:0-2-8,0-2-0],[23:0-3-0 . ¢ 0-2-121 [24:0-5-8 0-1-0] [25:0-6-00-2-101 [26:0-2-4 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) _ 0.46 20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.83 19-20 >646 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.96 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix-S Attic -0.0919-20 1048 360 Weight: 478 lb FT=4% LUMBER - TOP CHORD 2x6 SP N0.2 *Except* T1: 2x4 SP M 31, T3: 2x8 SP DSS BOT CHORD 2x8 SP No.2'Except* B2: 2x8 SP DSS WEBS 2x4 SP No.3'Except` W4,W6: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpl 2-23. 7-25, 17-25. 11-17. 11-16, 12-16, 12-14. 10-25 MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 24 = 2208/0-&0 (min. 0-2-10) 14 = 3197/0-8-0 (min. 0-3-12) 13 = -100/Mechanical Max Hari 24 = -158(1-C 15) Max Uplift 24 = -670(LC 10) 14 = -891(LC 6) 13 = -291(LC 24) Max Grav 24 = 2208(LC 1) Continued on page 2 Max Grav 14 = 3197(LC 1) 13 = 32(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-894/291, 2-3=-3516/1565, 3-5=-3100/1508, 4-5=2039/804, 5-6=-4443/1905, 6-7=3654/1683, 7-8=563/244, 8-9=-972/360, 9-1 0=-1 028/400, 10-11=-2400/1350, 11-12=1358/806, 12-13=-444/1241 BOTCHORD 1-24=317/885, 23-24=-431/885, 22-23=1263/3157, 21-22=1263/3157, 20-21=1982/4968, 20-27=1299/3646, 27-28=1299/3646, 19-28=-129913646, 19-29=1297/3658, 18-29=1297/3658, 17-1 8=1 297/3658, 17-30=-332/1178, 16-30=33211178, 15-16=9931498, 14-15=-993/498, 13-14=1027/518 WEBS 2-24=1791/1068, 2-23=950/2306, 4-23=257/250, 3-4=256/1018, 4-21=-743/1871, 5-21=2641421, WEBS 2-24=-1791/1068, 2-23=950/2306, 4-23=257/250, 3-4=256/1018, 4-21=743/1871, 5-21=264/421, 5-20=2985/1504, 6-20=-619/1943, 7-26=3607/1670, 25-26=-3530/1635, 19-25=49/963, 9-25=-378/342, 17-25=-1714/574, 10-17=-402/333, 11 -1 7=-779/1798, 11-16=-1185/598, 12-16=-974/2525, 12-14=-2924/1560, 8-26=-202/438, 10-25=-18091998, 8-25=-165/687 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18R; Cat: 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.Olb AC unL ia-te I ( �Vdp`aplttf�ov/m pointts5-0-0a 4) Provide ad�gddta=�dra�y�g�7 `ire-9rer pond' '! tt ^ 5) Thi = h s peen Id'-$f±g�i a 1 ps = bott c I ve load nonconc .nt It lany - other We4ee 4I-- I — t \ STATEI�A` O T 1' -Zo i tv -� `.4ORIDP: o 1 A I I�NG�\\�� Job Truss Truss Type Qty , Ply 8445 A4 Attic 1 1 Job Reference o lional o-e"m"fr'Gsss"Co'i-�rtPkce;fL'3495T"' "'= "•R5n 3Y0�s':feF272019 Prin(?6 S` s"Jill2-7-2515iv1iTdkintlustiie5;-lnctfAamNov 25.16:2�:28�B39=Paged ID:LXnxJZWQaakBGVaFRbMTFdyJY9v-akY3uBu2Bc?tUucQWvZpdarUjiJYpl3naAszlyFboz _ NOTES- 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 19-20 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 670 lb uplift at joint 24, 891 lb uplift at joint 14 and 291 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard \-xCENq PE7 - b I ATE 'f f �ORIDP S oI IA Job Truss Truss Type ty Q-71 Ply 8445 A5 Attic 1 1 Job Reference (optional) " -SotlRlem Truss Cb.; FZftrP27ce; F11-3495 KUn`V�'IV'S JUI-2%LU'191'fint`6.'3iB'S Ju123iQ19"MTEKm[lpSiiiE5;7nE.-TNOrYi�MV2516:27:28-20�PagE"F`^ ID:LXnx1+WQaxkBGVaFRbMTFdyJY9v-8kV3uBu2B02tUucQVN Zpd8rP'hhV 3naAszl Fboz 1 14 10 z1$u - - --. 9P y 2-24 ]-0.5 11-114 1] ]-2 17-b14 20.55 2b10.10 1110.111 %1-0.1 10 aJ-0O 568-0 2 2-0 I S1 s ado I W44 0. 12 d10 I a-1-12 I I I 51-1 I 49a 1 1-7-10 1-39 _ W hd 11 74= 6E_ _ IVB= 5 9 W12 10 11 M I I 6a11= 46= 6�6 U5= w11 6.9 = 5v6= 05= 6x6= M II Dead Lead Dem • In ha 2-z t 1d0 _ 2dU 2d51610 1a1-Fo d1-d0.12 L SE-}0 1.5S Ida i2- S1]]-]-2 a 41-12 1 SA 49-0 0.&0 Plate Offsets (X,Y)- [1:0-4-0,0-2-14], [2:0-2-12,0-1-12], [6:0-4-14,Edge], [7:0-0-5,0-0-0], [8:0-5-4,0-3-0], [10:0-3-0,0-4-8], [12:0-3-0,0-4-81, [13:0-0-8,0-1-12] [14:0-6-0 0-1-01 r16:0-2-40-2-0] rl7:0-1-12 0-3-0] [19:0-48 0-1-01 [20:0-2-8 0-2-01 [23:0-3-0 0-2-12] [24:0-5-40-1-01 i LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.47 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.80 20 >674 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Attic -0.0919-20 1160 360 Weight: 461 lb FT=4% LUMBER - TOP CHORD 2x6 SP No.2 *Except' T1: 2x4 SP No.2, T3: 2x6 SP M 26 BOT CHORD 2x8 SP No.2 *Except* 132: 2x8 SP DSS WEBS 2x4 SP No.3 *Except* W8: 2x4 SP No.2, W6: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-25, 11-17, 11-16, 12-14, 10-25 2 Rows at 113 pts 7-25 JOINTS 1 Brace at Jt(s): 5 MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 24 = 2195/0-8-0 (min. 0.2-9) 14 = 327510-8-0 (min. 0-3-14) 13 = -165/Mechanical Max Horz 24 = 140(LC 10) Max Uplift 24 = -063(LC 6) 14 = -987(LC 6) 13 = -372(LC 24) Continued on page 2 Max Uplift 24 = -663(LC 6) 14 = -987(LC 6) 13 = -372(LC 24) Max Grav 24 = 2195(LC 1) 14 = 3279(LC 2) 13 = 66(LC 6) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-633/156, 2-3=-3236/1456, 34=3489/1654, 4-6=-3122/1549, 5-6=-949/275, 6-7=3808/1781, 748=598/417, 8-9=1408/622, 9-1 0=1 3771587, 10-11=2462/1399, 11 -1 2=8301584, 12-13=537/1434 BOTCHORD 1-24=139/589, 23-24=277/623, 22-23=-1205/2919, 21-22=1258/3183, 20-21=-1258/3183, 20-27=-1424/3843, 27-28=-1424/3843, 19-28=1424/3843, 19-29=1421 /3819, 18-29=1421/3819, 17-18=-1421/3819.17-30=-155[704, 16-30=155/704, 15-16=1166/583, 14-15=1166/583, 13-14=-12011604 BOTCHORD 1-24=-139/589, 23-24=277/623, 22-23=1205/2919, 21-22=1258/3183, 20-21=1258/3183, 20-27=1424/3843, 27-28=1424/3843, 19-28=1424/3843, 19-29=1421 /3819, 18-29=1421 /3819, 17-18=-1421/3819, 17-30=-155f704, 16-30=-1557704, 15-16=-11661583, 14-15=-1166/583, 13-14=-1201/604 WEBS 2-24=1701/939, 2-23=1082/2360, 3-23=589/384, 3-22=-61/343, 5-22=164/351, 4-5=377/1048, 6-20=463/472, 7-26=-3608/1520, 25-26=-3546/1494, 19-25=0/849, 9-25=401/380, 17-25=16961550, 10-17=-579/483, 11-17=1054/2289, 11 -1 6=1 473f730, 12-16=-977/2441, 12-14=-3024/1602, 8-26=141/340, 8-25=-264/1036, 10-25=-1467/827, 5-20=214/823 NOTES- \\\ N ui.g4 1) Unbalance�dl0 a =roe- considered Tlhki&s`igiy� t` "vS� �^ i PE 76bF \ 1 A ) _ b t STATE 01 T 6-zo i!V tom.,<ORtOP SS O A i S\" \\\\\\ Jab Truss Truss Type Oty Ply 8445 A5 Attic 1 1 Job Reference (opPonaO °`^'�Sd1311TerrrTru3s €a.;�vH �-recce-FL34951 g i�siluF-2730tfrPr ett853760.sJuk27=20191+Niekdndustries,a2 :MonNov25-16.YAM2019-Page2.__ ID:LXnzhWQakBGVaFRhMTFdyN9v-cw5R5Xugy. k62Bd2NQoMghO97lwHH3C?EvPWByFboy NOTES- 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Dpsf, BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0Ib AC unit load placed on the bottom chord, 21-9-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 19-20 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 24, 987 lb uplift at joint 14 and 372 lb uplift at joint 13. - f 10) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 134Fq�/// \4zi /' L\GEN& PE 7 � I t — -D t ATE I F ;.Zo � � Job Truss Truss Type Qry Ply 8445 A6 Attic 1 1 Job Reference (optional) "'Southern Truss-o-Fon Tierce, FL 3495i Run-B.3'IDs--J012r2mTp nCBmrjut2720i< W7,6KIMddii'tries;inc�Mdfi'Nov26162r292019�: ID:LXnxJzWQmkBGVaFRbMTFdyJY9v-cw6R5Xug-'7k62Bd2NQoMgh?v7?zHH C?EEWBIboy 20.a14 1-10.0 ]-a10 i taD� slam I slam I }1114 i1-612I I 10 31-B-13 ]64 d143137� 17-]-] ta1425sa2 3S1a12 Q-0O 54&a0 o-ao DeWUedom-"Bm Bra = b4 II 5x5= bd 11 JrS= 3x5=].SrB= Sra Wd= 3r5= 6r0c &aL .= d 5 a a 10 11 12 15 pp�'r -: 4p� X uB= 37 M Z 24 33 28 28 a 21 20 10 1B 17 2x811 Eva= 08= 6x0= M11 W11 6xe-0= 5x5= 6xa5x5= = = 6.8 = 1-1a0 2a0.14 1d0 ]-61]-0 1441 53- 12 3-ad3a12 d]-0-0 Ss9-0 b1a1010 I s10.1013h4 311-id-2 1 i1-a121 2 I Sa1210.10 1a10.2 7 214 b11-14 I 3s1 440 1 aw Plate Offsets (X,Y)—[1:0.4-0,0.2-14],[2:0-2-12,0-1-12],[4:0-2-8,0-2-0],[6:0-0-1,Edge], rl3:0-5-12,0-2-81 [15:0-0-8 0-3-01.116:0-5-0 o-ao F:0-5-0,0-2-12],[8:0-4-9,Edge],[9:0-1-8,0-1-8], 111:0-4-0,Edge], 0-1-0] [26:0-3-0 0-2-121 [27:0-5-40-1-0] .1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) 0.26 22-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC - 0.79 Vert(CT) -0.51 22-23 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix-S Attic-0.0422-23 2782 360 Weight: 429 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x8 SP No.2, T7: 2x6 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W7: 2x6 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 6-0-0 oc bracing. WEBS 1 Row at midpt 12-19, 13-19, 13-17, 14-16, 9-20 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance whh Stabilizer Installation guide. REACTIONS. (lb/size) 15 = -350/Mechanical 27 = 2155/0-8-0 (min. 0-2-9) 16 = 3500/0-8-0 (min. 0-4-2) Max Horz 27 = -126(LC 11) Max Uplift 15 = -522(LC 22) 27 = -664(LC 6) 16 = -1127(LC 6) Max Grav 15 = 150(LC 7) 27 = 2155(LC 1) Continued on page 2 Max Grav 16 = 3500(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=635/172, 2-3=-3255/1475, 3-4=-3296/1579, 4-5=2860/1133, 5-6=-2903/1139, 6-7=-981/687, 6-8=3374/1697, 8-9=-3527/1761, 9-10=-2794/1536, 10-11=279411536, 11-12=2794/1536, 12-13=1700/1049, 13-14=-159/252, 14-15=-760/1834 BOTCHORD 1-27=-154/593, 26-27=-227/604, 25-26=1222/2935, 24-25=1377/3528, 23-24=1377/3528, 23-28=1376/3522, 28-29=-1376/3522, 22-29=-1376/3522, 21-22=-1376/3522, 20-21=-1376/3522, 19-20=660/1699, 16-17=-1523/806, 15-16=1523/806 WEBS 2-27=1685/939, 2-26=1091/2368, 3-26=-458/347, 4-25=-406/925, 4-7=183/384, 7-23=01349, 9-22=0/564, 10-20=-398/343, 12-20=-694/1569, 12-1 9=1 556/886, WEBS 2-27=-1685/939, 2-26=1091/2368, 3-26=-458/347, 4-25=-406/925, 4-7=-183/384, 7-23=0/349, 9-22=0/564, 10-20=398/343. 12-20=-694/1569, 12-19=1556/886. 13-19=118912452, 13-17=-19081886. 14-17=-1023/2394, 14-16=-3147/1710, 9-20=1160/329, 7-25=-1109/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.OIb AC unit load placed on the bottom chord, 21-9-0 from left end, supported at two points, 5-M apart. 4) Provide adequ d 4d Opt water pending;_ .�\ , I _ t STATE �j//S �OI A� E\' ,\\\\\\ Job Truss Truss Type Qty PIy ✓i445 •� A6 Attic � 1 . 1 Job Reference (optional) ^*• Soother TrussEo.=,-fortP-ieree;-FL-3495 . •-^——S"r3ht-8:300 s-3ul 2 2§190?nnt:-8310.s-Ju1Z72039 MFTaltindrst ies;lnc.. Mon ..Naw25.16.,2-7.29�2049,E-age 2-- . _.. _ ID:LXnxJzWQaxkBGVaFRbMTFdyJYgwcx6R5XugyJ7k62Bd2NQoMgh?v7?zHH_C?EvPVJByFboy NOTES- 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 22-23 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 522 It, uplift at joint 15, 664 lb uplift at joint 27 and 1127 It, uplift at joint 16. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard ENS� 1 t \ STATE ` i 0 � 1 G•Zo i l( <ORf )N Qi \ 4 8445 11 - ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-47gpJNljdFbjBmpo4x1 u2DDNWK20jZMEufz2eyFboz 5-77 ---1-0-015 ( I 3776 &-11 53102 459-0-2--1 -01-045h51-2 6-� D-d Loed Dd. .5116 m 6x6c 4411 3a 11 4. trs= M fie= 5.00 tl J 1 5 8 1 0 9 dx4 i 0 2 I i 31 20 19 23 24 18 17 18 15 14 13 13 5x0= As II 4x5= 6r6= 4x5= 4x5= fire= 64 45= Bx6= 4x5= M11 LOADING(psf) f SPACING- 2-0-0 CS'. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.28 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.5119-21 >747 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Attic -0.1018-19 982 360 Weight: 415 lb FT=4% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 1 Row at midpl 7-18, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1201/Mechanical 16 = 2340/04-0 (min. 0-2-12) 1 = 1629/0-4-0 (min. 0-1-15) Max Horz 1 = 110(LC 14) Max Uplift 11 = -378(LC 11) 16 = .-809(LC 6) 1 = -434(LC 7) Max Grav 11 = 1201(LC 1) 16 = 2342(LC 23) 1 = 1636(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-3110/1398, 2-3=2801/1336, 3-4=-2739/1276, 4-5=2739/1277, 5-6=-2739/1277, 6-7=-2739/1277, 7-8=-788/485, 8-9=-1468/898, 9-10=17701981, 10-11=-2269/1135 BOTCHORD 1-22=-114612692, 21-22=-1146/2692, 20-21=-946/2502, 19-20=-946/2502, 19-23=-940/2739, 23-24=-940/2739, 18-24=-940/2739,17-18=-1481788, 16-17=-1487788, 15-16=-563/1462, 14-15=621/1550, 13-14=-621/1550, 12-13=923/1968, 11-12=-923/1968 WEBS 2-21=-249/265, 3-21=-229/476, 3-19=9/477, 4-19=-356/364, 5-18=-722/582, 7-18=-957/2397, 7-16=-1697/914, 8-16=1010/652, 8-15=-37/305, 9-13=129/411, 10-13=-481/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0lb AC unit load placed on the bottom chord, 20-3-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-19 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 11, $C�P\LWIiN 4Vjp ///16 and 434 Ib uplift atjoint 1\�,,,,� 11 pp�� 10) ATTIC SPAL�S}tl9Vl��l`11=xyAS i' PE 7 1 fly " // 1 -fl 1 STATE l 1 F T 1 6-Zo i4c, rORtO //////S Q 1 A I I�NG\\\\\\ Job TNss Truss Type Oty Ply 8445 AB Half Hip Job Reference (optional) -.,._ SoutPfem TNss Co., �ort�ierce, FL-3-495i"—'---"RIIfl°`8^3'I'ffsJ-uYYT20'19'�nM:"8:310'sJUY2?2019fiNTzk->zrdustnes tnc.-Mon-tJov -Y 6:97.30-20}3"Aage��� 176-11--I ID:LXnxJzVJOaxkBGVaFRbMTEdY-ljdFbjBmpc4xl u2DBIVJMpOj1 MEufz2eyFbox 4tt-2 202-114 2-03 5-3-0 1-4-012 7 9-6-7 47-312 387-07.3 N.d Load Den=trem h4 II US N — 5x5c qd II us= 60 M= 4v12 'd'd II b5= 4x5= Sx0 NA= LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.14 21-22 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 21-22 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP N0.2 *Except* Tt: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8,W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. WEBS 1 Row at midpl 7-15, 10-15, 7-18 Mi 1'ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 726/Mechanical 22 = 1205/0-4-0 (min. 0-1-8) 16 = 3000/04-0 (min. 0-3-9) Max Horz 22 = 212(LC 10) Max Uplift 12 = -310(LC 6) 22 = -384(LC 7) 16 = -1253(LC 7) Max Grav 12 = 726(LC 1) 22 = 1205(LC 1) Max Grav 16 = 3000(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1894/966, 2-3=-1771/1067, 3-4=-1780/1075, 4-5=-687/419, 5-6=-687/419, 6-7=-687/419, 10-11=748/432, 11-12=-655/451, 1-22=1122/663 BOT CHORD 21-22=-532/549, 20-21=-997/1633, 19-20=808/1344, 18-19=-808/1344, 17-18=1447/832, 16-17=-1447/832, 15-16=1447/832, 14-15=-432U48, 13-14=-432/748 WEBS 7-16=2828/1813, 1-21=-464/1187, 3-20=-4461392, 11-13=-469/812, 7-15=-1107/1923, 10-13=251/323, 9-15=515/457, 10-15=-629/362, 6-18=441/393, 7-18=-1458/2488, 4-20=393/641, 4-18=9761578 NOTES - PLATES GRIP MT20 2441190 Weight: 323 lb FT = 4% 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 lost bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed.for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 12, 384 lb uplift at joint 22 and 1253 lb uplift at joint 16. LOAD Standard \\ uL g4�/ii�i PE7 r I Or STATE 5� 0\X;-2o i (V 010 j A eNG\\\��\ Job Truss Truss Type Qty Ply 4 8445 A9 Roof Special Girder 1 1 Job Refer.=nce (optional) - z­IS 6(ntlemTrosv Co.�artFreFca; FL- -34951� ---=== oeaa wade -1141n s.00r 6.7 II aw, a au u, a a4 0 - x dr a eu at 4x7 I I -` m d4 ni 34 II . nr 1. ]xe = 11 i[ M II 6a]=4.= 7x9= b411 U10= 7,10= LOADING(psf) { SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.33 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.45 18-19 >844 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.05 16 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 362 lb FT = 4% LUMBER - TOP CHORD 2x4 SP M 31 BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` W1,W7: 2x6 SP No.2 W2,W8: 2x4 SP No.2 W6: 2x4 SP M 31 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-2-5 oc bracing. WEBS 1 Row at midpt 1-21, 7-15, 9-15, 7-17, 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22 = 281610-4-0 (min. 0-3-5) 12 = 1384/Mechanical 16 = 643610-4-0 (req. 0-7-9) Max Harz 22 = 35(LC 8) Max Uplift 22 = -1470(LC 4) 12 = -695(LC 5) 16 = -3265(LC 4) Max Grav 22 = 2816(LC 1) 12 = 1384(LC 1) Continued on page 2 Max Grav 16 = 6436(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2265/1192, 1-2=-3635/1865, 2-3=-3921/1980, 3-23=-4777/2453, 23-24=-4777/2453, 24-25=-4777/2453, 4-25=4777/2453, 4-26=-4777/2453, 26-27=-4777/2453, 27-28=477712453, 5-28=-4777/2453, 5-29=-615/315, 29-30=-615/315, 30-31=-615/315, 6-31=-615/315, 6-32=-615/315, 32-33=-615/315, 33-34=-615/315, 34-35=6151315, 7-35=6iota 15, 7-36=-389U53, 36-37=3891753, 37-38=-389/753, 8-38=-3891753, 8-39=-389/753, 3940=-389f753, 40-41=-389f753, 941=3891753, 9-42=-1627/833, 42.43=-1627/833, 10-43=-1627/833, 10-44=-1621/828, 44-45=-1621/828, 1145=-1621/828, 11-12=-12721729 BOTCHORD 21-49=-1925/3707, 2049=-1925/3707, 20-50=-1873/3663, 50-51=-1873/3663, 51-52=-1873/3663, BOTCHORD 21-49=-1925/3707, 20-49=-1925/3707, 20-50=-1873/3663, 50-51=-1873/3663, 51-52=-1873/3663, 19-52=-1873/3663, 19-53=-1857/3649, 53-54=-1857/3649, 54-55=1857/3649, 18-55=-1857/3649, 18-56=-1857/3649, 56-57=-1857/3649, 57-58=-1857/3649, 17-58=-1857/3649, 17-59=-4287/2172, 59-60=-4287/2172, 60-61=-4287/2172, 61-62=-4287/2172, 16-62=-4287/2172, 16-63=-4287/2172, 63-64=-4287/2172, 64-65=-4287/2172, 15-65=-4287/2172, 15-66=-653/1276, 66-67=653/1276, 67-68=-G&a/]276, c,=. ,.,�Pr WEBS 653/1���N�1PPr- -aZEq/�ii 1-21=2079/�2.�2A=��-�1�,508� 3-20-- 5/4(M 7-16=-600"4/333732, -7- i 11-1� 31/ -15�%5 $ 10-1 4,/8-15=75 /�tt � it\ i0 clt'•Zo i .<ORtfl E Job Truss Truss Type Ply 4 8445 A9 1Oty- Roof Special Girder 1 1 Job Reference (optional) ----=�oirtFretn-Truss G�;fort-Pierce; FL -34951�-->-^�i=Rnn�8.310s-J0127-2019-Prirrt=83`IUs JnI.27-•?019-MiTekindustdes;lnc-Mete-iJev�5.16�2-7,�2019--Rage2=� ID:LXnzJzWQaxkBGVaFRbMTFdyJY9v-0VnajYxZEEVJzVwCkVzVzTJX5KLUdbfiCa36VdyFbov FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-21=2079/4062, 2-21=-1506f719, 3-20=-55/403, 7-16=-6004/3332, 11-13=932/1831, 7-15=-2107/4175, 10-13=891/694, 8-15=750/627, 9-13=2201416, 9-15=2407/1222, 9-14=0/490, 7-17=-2874/5669, 3-19=-692/1285, 6-17=-845f704, 4-19=-969f756, 5-17=-3521/1791, 5-19=-691/1309, 5-18=0/514 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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 lost bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and ny other members. 5) WARNING: Rejuired bearing size at joint(s) 16 greater than input bearing size. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1470 lb uplift at joint 22, 695 lb uplift at joint 12 and 3265 lb uplift at joint 16. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 194 Ito up at 8-1-0, 112 lb down and 165 lb up at 10-2-0, 181 lb down and 215 lb up at 12-2-0, 181 lb down and 215 Ito up at 14-2-0, 112 Ito down and 165 It, up at 16-2-0, 133 lb down and 194 lb up at 18-2-8, 133 lb down and 194 lb up at 20-2-8, 133 Ib down and 194 lb up at 22-2-8, 133 lb down and 194 Ito up at 24-2-8, 133 lb down and 194 lb up at 26-2-8, 133 Ib down and 194 lb up at 28-2-8, 133 lb down and 194 lb up at 30-2-8, 133 lb down and 194 lb up at 31-8-0, 133 lb down and 194 It, up at 33-1-8, 133 Ito down and 194 lb up at 35-1-8. 133 lb down and 194 lb up at 37-1-8, 133 lb down and 194 lb up at 39-1-8, 133 lb dawn and 194 lb up at 41-1-8, 133 Ito down and 194 lb up at 43-1-8, 112 lb down and 165 lb up at 45-2-0, 181 lb down and 215 lb up at 47-2-0, 181 lb down and 215 lb up at 49-2-0, and 112 lb down and 165 lb up at 51-2-0, and 133 lb down and 194 lb up at 53-2-0 on top chord, and 287 lb down and 175 lb up at 0-8-12, 250 lb down and 172 lb up at 2-1-0, 250 It, down and 172 lb up at 4-1-01 250 lb down and 172 lb up at 6-1-0, 80 lb down at 8-1-0, 103 lb down at 10-2-0, 104 lb down and 30 Ito up at 12-2-0, 104 lb down and 30 lb up at 14-2-0, 103 Ito down at 16-2-0, 80 Ito down at 18-2-8, 80 lb down at 20-2-8, 80 lb down at 22-2-8. 80 Ib down at 24-2-8, 80 lb down at 26-2-8, 80 lb down at 28-2-8, 80 lb down at 30-2-8. 80 lb down at 31-8-0, 80 lb down at 33-1-8. 80 lb down at 35-1-8, 80 lb down at 37-1-8, 80 lb down at 39-1-8, 80 lb down at 41-1-8, 80 lb down at 43-1-8, 103 lb down at 45-2-0, 104 lb down and 30 Ito up at 47-2-0, 104 lb down and 30 lb up at 49-2-0, and 103 Ito down at 51-2-0, and 80 lb down at 53-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 (plo Vert: 1-2=-70, 2-3=-70, 3-11=-70, 12-22=20 Concentrated Loads (lb) Vert: 13=-85(B) 10=-181(B) 23=-133(B) 24=-112(B) 25=-1 81 (B) 26=-1 81 (B) 27=-112 28=133(B) 29=-133(8) 30=133(B) 31 =1 33 32=-133(B) 33=133(B) 34=133(B) 35=133 36=-133(B) 37=133(B) 38=133(B) 39=133 40=-133(B) 41=-133(B) 42=112(B) 43=-181 44=-112(B) 45=133(B) 46=287(B) 47=250 53=-85(B) 54=-51(B) 55=52(13) 61=-52(B)62=52(B)63=-52(B)65=-52 \ 69=51(B) 70=-85( ) 71=-51() �\�- -Si / PE 7 / I � _ t STATE �j F• .�ORID- -O A 7-- Job Truss Truss Type Qty Ply 8445 B1 HIP 1 1 Job Reference (optional) '='S6tritrern TTU S-ft.z,-F13rr ♦erErfL--34951 lnc�!Mon Nov 25=9627.84-2PM19tP-age=t»fF - -- —. ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-yuvKBEypndlCp4amOz3uOt_8kGy2gy9WdABPyFbot . 17-0-12 1 -2-0 1-2 -t2650 31-6fi 4-012 1282-0 5212 12-024 -04 3-0 714-31-01-0-0 ' 0.1-14 Dead Laad Den. -1A In ua= 6m FIT L5f4 11 5v0 Ne 5,B U9= 4x4 = 3.Ss4 c h5 II LOADING(psf) - SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.32 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) -0.02 15 n/a n/a BCDL 10.0 Code FBC2017/7P12014 Matrix-S Weight: 285 lb FT = 4% 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 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with. Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 15=0-11-5, 13=Mechanical. (lb) - Max Horz 25=355(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 15=816(LC 11), 13=-325(LC 10), 25=-566(LC 20), 24=919(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 15=1856(LC 22), 13=724(LC 1), 25=333(LC 10), 24=1861(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-155/369, 2-3=-1302/849, 3-4=-1275/907, 6-7=1264/895, 7-8=-10141727, 8-9=10611716, 9-10=-744/538, 10-11=-881/497, 11-13=651/663 BOTCHORD 21-27=-385/1131, 20-27=-385/1131, 19-20=-385/1131, 18-19=282/1099, 18-28=-342/959, 17-28=-342/959, 16-17=-342/959, 15-16=340/662, 14-15=-365/770, 13-14=-129/318, 24-25=-95/355 WEBS 3-21=-462/298, 4-6=1252/1080, 7-18=221308, 7-16=778/412, 9-16=-457/1208, 9-15=-1334/545, 10-15=578/325, 2-21=451/1317, 11-14=276/6301=25t 329/574, 2-24=-1724/942, 1-24=-496/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift'at joint 15, 325 lb uplift at joint 13, 566 lb uplift at joint 25 and 919 lb uplift at joint 24. LOAD CASE(S) \\�IIIIII/// Standard \\\\ Nj II /// \ PE 7 — I n t STATE F Q� c 1 to-zo ORtO?. A 10 Job Truss Truss Type Qry Ply u 8445 B2 ROOF SPECIAL 3 1 Job Reference (o tional - So6ffiem Truss-eo -Fort-Pierce; FL-34951 �-��>_>•- -� Run�&349sJiiW73Mf&:rrioty8.340 s.luL27-2&t9,MITeklndustriesl Inc.., MonNaY25.16:27:34:201.9�P_age.1-ar ID:LXnxJzVJQaxkBGVaFRbMTFdyJY9v-yuvKeEypnsllCp4anvOz3uOskemlyXLy9WdABPyFbol 521 42�0.z,22-0 37-2,8-02 I4, � h5 = GAn-2 Sx4= 15 A 13 1.5A II 3,5x3= i5r511 Ned Lo.dDel. -114In LOADING(psf) { SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.32 22-24 >916 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.52 22-24 >575 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 269 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* B1,132: 2x4 SP M 31 B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W5,W9: 2x4 SP M 31 OTHERS 2x4 SP No.3 , BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-6 oc bracing: 22-24 6-0-0 oc bracing: 18-20 8-8-11 ocbracing: 17-18. WEBS 1 Row at midpt 3-22 JOINTS 1 Brace at Jt(s): 19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18 = 1244/0-7-8 (min. 0-1-9) 13 = 1241/Mechanical 25 = 1516/0-8-0 (min. 0-1-8) Max Horz 25 =-324(LC 11) Max Uplift 18 =-548(LC 11) Max Uplift 13 = -432(LC 11) 25 = -611(LC 10) Max Grav 18 = 1315(LC 22) 13 = 1241(LC 1) 25 = 1516(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-276/103, 2-3=2208/1096, 3-4=-1610/906, 4-5=1497/931, 7-8=1588/916, 8-9=13817735, 9-10=14247711, 10-11=-1645/865, 11-13=1171/906 BOTCHORD 1-25=123/292, 24-25=-201/425, 23-24=740/1944, 22-23=740/1944, 21-22=393/1382, 20-21=-462/1249, 19-20=-448/1231, 17-18=-463/871, 14-15=-280/535, 13-14=-1361320 WEBS 3-22=-58I A28, 7-21=-90/265, 8-21=-100/415, 2-25=1376/913, 2-24=782/1665, 8-19=822/493, 18-19=-14457765, 10.14=370/282, 11-14=57111203, 14-19=336/964, 5-22=108/368, 5-7=1499/1089, 10-19=546/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=18ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 Ito upi@ at joint 18,432 lb uplift at joint 13 and 611 lb uplift at joint 25. LOAD CASES n rd\ \�Q-LPN UI �C�F� i Sta\CEN �.\ i PE 7 I51 U t STATE 6F �, ORIV \ i A 11 Job ss Truss Type Oty Ply 8445 T63M ROOF SPECIAL 3 1 Job Reference (optional) "-vSouhem'Tr'6ss£o�;Tvrt Fierce;FL--34951'— ==`•—Run�-831-0 Jul 7-2099=Pdnt-831U rJu12i�2(i1 Nil as = S.W II a.�i- 5 awa N.dE eCpell.-L5m 15 H 13 12 25x5 11 l.5ad II i5x8= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 21-23 >894 240 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 21-23 >558 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2'Except* Tt: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B2: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 W5,W9: 2x4 SP M 31 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-21 JOINTS 1 Brace at Jt(s): 18 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 24 = 1354/0-8-0 (min. 0-1-10) 17 = 1240/0-7-8 (min. 0-1-9) 12 = 1251/Mechanical Max Horz 24 = -357(LC 11) Max Uplift 24 = -543(LC 10) 17 = -548(LC 11) 12 = -433(LC 11) Max Uplift 24 = -543(LC 10) 17 = -548(LC 11) 12 = -433(LC 11) Max Grav 24 = 1354(LC 1) 17 = 1313(LC 22) 12 = 1251(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2283/1153, 2-3=-16431933, 3-4=1526/957, 6-7=1617/938, 7-8=14171744. 4. 8-9=1460/719, 9-1 0=-1 663/879, 1-24=-1283/720, 10-12=-1181/913 BOT CHORD 23-24=-177/450, 22-23=-767/2018, 21-22=767/2018, 20-21=-400/1409, 19-20=47011284, 18-19=-456/1264, 16-17=-463/870, 13-14=-280/534, 12-13=-136/320 WEBS 2-21=736/473, 7-20=1001410, 9-13=-079/289, 1-23=758/1715, 10-13=583/1220, 4-21=-131/385, 6-20=87l270, 4-6=1507/1097, 7-18=818/493, 17-18=-1443/764, 9-18=537/485, 13-18=340/982 PLATES MT20 GRIP 244/190 Weight:265lb FT=4% 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 24, 548 lb uplift at joint 17 and 433 Ito uplift at joint 12. LOAD CASE(S) \�����N Standard ��P i/ PE . b �l _•,-(-•. "� -\ � mil/ , F _ _ t STATEZ3F a , SS ONA i i5NG��\��� 12 Job Truss Truss Type Oty Ply 8445 B4 ROOF SPECIAL 1 1 Job Reference (optional) '"" Boufhem f mss`C. rce, FL 34951 Rur1. 81"0 s'7uT27ZDi9"Fnnt.83li) sTl 27 Z019'MiT'eKlrOstnes, IhE. Mon v2t6'29362ER goW' ID:LXnxJ7WQaxkBGVaFRbMTFdyJY9.v-vG1 SZw 3JT?IR6E=L2R8JTCaxN3QRDEcp6HFHyFbor 8-2-0l 15-2-12 ill -3-13I19-4-14I 2660 33A-0 41-4-12 143-0-0 &2-0 7-0-12 7-1-2 7-2-0 78-12 i-11-0 M= Po t3 5 a 3r4a 5z4 v 14 5 13 1.5X4 II 15.8= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 21-23 >894 240 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 21-23 >558 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B2: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 W5,W9: 2x4 SP M 31 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-7 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-21 JOINTS 1 Brace at Jt(s): 18 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24 = 135410-8-0 (min. 0-1-10) 17 = 1241/0-7-8 (min. 0-1-9) 12 = 1251/Mechanical Max Horz 24 = -356(LC 11) Max Uplift 24 = -543(LC 10) 17 = -548(LC 11) 12 = -433(LC 11) Max Uplift 24 = -543(LC 10) 17 = -548(LC 11) 12 = -433(LC 11) Max Grav 24 = 1354(LC 1) 17 = 1313(LC 22) 12 = 1251(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2283/1153, 2-3=1643/932, 3-4=-1526/957, 6-7=1617/938, 7-8=1417/743, 8-9=1460/719, 9-1 0=1 663/879, 1-24=-12831720, 10-12=1180/913 BOT CHORD 23-24=177/450, 22-23=766/2018, 21-22=766/2018, 20-21=-400/1409, 19-20=469/1283, 18-19=-455/1264, 16-17=463/870, 13-14=-280/534, 12-13=136/320 WEBS 2-21=-736/473, 7-20=100/410, 9-13=-379/289, 1-23=758/1715, 10-13=583/1220, 4-21=131/385, 6-20=87/270, 4-6=-1508/1098, 7-18=819/493, 17-18=-1443/764, 9-18=-537/485, 13-18=340/982 NOTES - PLATES MT20 Ondl dDM.-M6M 12 15.5 II GRIP 244/190 Weight: 265 lb FT=4% 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; 11=1811; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 24, 548 lb uplift at joint 17,and 433 lb uplift at joint 12. LOAD CASE(\\I\\\\LPN Standard i/ PE7 51 �O f A NG\\\\\� 13 Job Tmss Truss Type Oty Ply 4 8445 BS HIP 1 1 Job Reference (optional) So -Mehl T'nM& 6;-Ft5MPtaMe'FL-'34059, -W-2019 Pnntr-8:310 s=Jul 27-2019-MiTak1ndustnes-,1 onHJov-25 -4.' 36'I6 2 e-k—. ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v-vG1521v.3JT?IR6E=L2R8JTCTxLYOCmEcp6HFHyFbor vz I2a11-0I z-0-0 2-1a12 4"adzd ae41-1 at aI 77.2712 ' &5= 5e= Sid= ,d 19 12 dry= 9.SVB= 25M II 9.Sxa II Dndl door=Sn6m LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.32 21-23 >926 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.54 21-23 >548 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 262 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1,B2: 2x4 SP M 31 B3: 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2-2-0 oc bracing: 14-16 WEBS 1 Row at midpt 4-21 JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17 = 1185/0.7-8 (min. 0-1-8) 12 = 1277/Mechanical 24 = 153910-8-0 (min. 0-1-8) Max Horz 24 = -305(LC 11) Max Uplift 17 = -491(LC 11) 12 = -450(LC 11) 24 = -596(LC 10) Continued on page 2 Max Uplift 17 = -491(LC 11) 12 = -450(LC 11) 24 = -596(LC 10) Max Grav 17 = 1268(LC 22) 12 = 1277(LC 1) 24 = 1539(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=273/99, 2-3=225811138, 3-4=2068/1153, 4-5=1656/983, 5-6=1423/975, 6-7=1645/973, 7-8=1418U96, 8-9=1491/772, 9-10=1699/912, 10-12=-1200/931 BOTCHORD 1-24=1181288, 23-24=1781414. 22-23=696/1990, 21-22=-696/1990, 20-21=338/1423, 19-20=-452/1328, 18-19=43611298, 16-17=-442/841, 7-18=-780/465, 13-14=331/657, 12-13=-139/332 WEBS 4-21=-676/439, 5-21=106/351, 6-20=110/291, 7-20=0/320, 17-18=1285/672, 13-18=-310/887, 9-18=4641457, 9-13=-390/296, 2-23=-840/1714, 2-24=1400/938, 10-13=-608/1238 WEBS 4-21=-676/439, 5-21=-106/351, 6-20=-1101291, 7-20=0/320, 17-18=-12851672, 13-18=-310/887, 9-18=464/457, 9-13=390/296, 2-23=840/1714, 2-24=-1400/938, 10-13=-608/1238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 5)' This truss has been e� Igq or a live load of 20.Opsf on the bp(tQ)p% fld�d Up as where a rectangle 3-6-(i��k1P Owlwja�v l ff ,b by the bottom chq{T� 2A !ny-etherr j7,4,h BCDL= 10.Has ��\CENS �j� 6) Refdcto-etrder(,%) for truss to tru!9 cagnactlr, I �-13 t` STATE �0 S1 I j 11101NG?\\\\ 14 Job Truss Truss Type Qty Ply , 8445 BS HIP 1 1 Job Reference (optional) "- " Southern TSrusss Co., Ford erce, FL 349b'1' NOTES- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 17, 450 lb uplift at joint 12 and 596 lb uplift at joint 24. LOAD CASE(S) Standard MUT-331'0s JuT2Tl6T9t'iihT 8. -ftYs-Ju ` 018•Ivil�aR'i�ni4USRries nd."'M6n Nov 25'161?736'40'19'Page'2'^�= ID:LXnxJz WQaxkBGVaFRbMTFdyJY9v-vG l5Zw_3JT7IR6EuL2R8JTCTxLYQQmEcp6HFHyFbor NI_84Fq�iii \,\GEN&� i PE7 � ( I _ v t STATE O�`. IT o 1 I I IENG\\\\\\ Job Truss Truss Type Oty Ply �8445 B6 HIP 1 1 --r— _ - 1. n Job Reference (optional) 1. LInA...., d..n 1...._M nAln..061c. 79 Onto oonnl ID:LXnxJzWOexkBGVaFRbMTFdyJY9v-NTbTnG?h4n7c3Go9W2ZggW002LmZ9vkOrTrgokyFboq t-taoi 9-s-o I tbatz I Z2 k zao-o I 3s21 I 4z-ta12 Inaia� 1-10-0 7-t0-0 5Q12 &z-0 61-0 % 7A-12 1-tt-4 5z5= Sv5 = li i12u s 4v5= ].5v0= h8 II ].5A _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.13 20-21 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 20-21 >975 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) -0.03 17 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 "Except' T3:2x4SPM31 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B6: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 JOINTS 1 Brace at Jt(s): 18 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17 = 1721/0-7-8 (min. 0-2-0) 12 = 954/Mechanical 24 = 1326/0-8-0 (min. 0-1-9) Max Horz 24 = -287(LC 11) Max Uplift 17 = -487(LC 11) 12 = -434(LC 11) 24 = -480(LC 10) Max Grav 17 = 1721(LC 1) Max Grav 12 = 956(LC 22) 24 = 1326(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-318/117, 2-3=-1783/939, 3-4=-1636/953, 4-5=-1373/881, 5-6=-1199/864, 6-7=836/621, 9-10=1078/631, 10-12=8811785 BOTCHORD 1-24=141/338, 23-24=-183/440, 22-23=-441/1545, 21-22=-441/1545, 21-26=-271768, 20-26=-271768, 19-20=131/303, 18-19=136/300, 16-17=-509/1100, 7-18=-1332f717, 13-14=-359/815, 12-13=132/310 WEBS 4-21=-469/324, 6-21=283/643, 6-20=-554/338, 7-20=-348/986, 17-18=-1737/811, 9-18=-911/606, 2-23=-615/1215, 2-24=1170/858, 10-13=-363/687 NOTES- 1) Unbalanced roof live loads have been considered for this design. PLATES MT20 Dead Wd Nt • MGin GRIP 244/190 Weight2691b FT=4% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 to uplift at joint 17, 434 lb uplift at joint 12 and 480 lb uplift at joint 24. LOAD CASE(S) Standard I� B�pp77��7���i OCENS` PE7 1 I b t STATE %QC)ORtO s�l I I I 11NG�\\\�� 15 Job Truss Truss Type Qty Ply 8445 B7 HIP 1 1 Job Reference (optional) "' "3o7T1iHem TttrSS"C3:'ForCP"r6rt'e; FC34951 =--�"c"'=zROn-8 8s JOt�-72019 Pd�: 8:310 OI273019-MDnlrindiisiries�Inc Mori -Nov 25> 27:38^�1&€rayeA>-.� ID:LXnxJzWQ=kBGVaFRbUTFdyJY9v-rt9r_c7Kr4FThONL4m4vOkZ7-t15VuL4X47bOKAyFbop 10-0I 9--0 I 12&2 I 1-0 -0 472a2 417-10-1-0-03q30 51--0 -4-ia 5.00 12 Sr5= 3x3= 5.5= penE Lwa OeIL=tRN = 15 e 14 v 46c 3s4= 2[5 II 3.5.4 11 2r 1-10.0 1-60 9-&0 2-&12 16 14 4-0 27 9]S2-0 4]2b-10.12 �1L0 7-16 6.I 61 1210. 0.40 Plate Offsets KY)— [3:0-4-0,Edge], [9:0-4-0,Edge], [11:0-1-8,0-2-01, [13:0-2-12,0-1-0], [14:0-4-0,0-1-8], [15:0-1-12,0-0-8], [17:0-2-0,0-0-0], [18:0-2-0,0-3-0], rl9:0-2-12,0-2-81, r20:0-2-0,0-1-01 125:0-2-0,0-1-81 r26:0-2-8 0-0-121 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 25-26 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.20 25-26 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 276 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B6: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W13: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-21 JOINTS 1 Brace at Jt(s): 19 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18 = 1844/0-7-8 (min. 0-2-3) 13 = 847/Mechanical 26 = , 1277/0-8-0 (min. D-1-8) Max Horz 26 = -261(LC 11) Max Uplift 18 = -560(LC 6) 13 = -393(LC 11) 26 = -459(LC 6) Continued on page 2 Max Uplift 18 = -560(LC 6) 13 = -393(LC 11) 26 = -459(LC 6) Max Grav 18 = 1844(LC 1) 13 = 859(LC 22) 26 = 1277(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-311/118, 2-3=-1687/893, 3-4=-1539/908, 4-5=1383/904, . 5-6=1221/850, 6-7=360/389, 7-8=3981392, 8-9=0/308, 10-11=-946/540, 11-13=-785/679 BOTCHORD 1-26=142/331, 25-26=171/411, 24-25=42211456, 23-24=244/1117, 22-23=244/1117, 21-22=244/1117, 20-21=312/420, 19-20=-2851398, 18-20=-486277, 17-18=-447/953, 8-1 9=1 272f701, 14-15=3151711, 13-14=-163/329 WEBS 5-24=-164/308, 18-1 9=-1 56 1 f742, 10-19=-960/658, 2-25=574/1133, 2-26=11261836. 11-14=2261521. 6-22=01280, 6-21=11081603, 4-24=-419/285, 8-21=-351/919 4 WEBS 5-24=1641308. 18-19=15611742, 10-19=-960/658, 2-25=574/1133, 2-26=-1126/836, 11-14=-226/521, 6-22=01280, 6-21 =1 1081603, 4-24=-419285, 8-21=351/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom �1r 1 ��I11reas where a rectangle 3- 11 I flt between the bottom cho d��rl Lr:rj tl % �I�! 6; Refer to ginIr}�ss�q- s � ee'f�'l�Ons. 7 Provide M 1 - fu t o e f t—iyE 0 26. _ I ` 9 t STATE F _ 01� �;z! ORIO `.<? /////1S o l l l i ISNG\\\\\\ 16 Job Truss Truss Type pry Ply 8445 B7 HIP 1 1 Joh Reference lootionall aoucnenr Icuss e0., con vlerce; ru�aaal-=-'--'KUICN31UsTJUI=ry20iB'Rrint:Hf:34U=sJer'27=2U1'JWirekitldustris,Ric.:Mbn"Nw2S-Fi:E7-38-2019.-Page�2,. ID:LX"JzWOaxkBGVaFRbMTFdyJY9v-i19r c?Kr4FThONL4m4vDk=tl5VuL4X47bOKAyFbop LOAD CASE(S) Standard tv Job Truss Truss Type Qry .. Ply 4 8445 C1 Attic 9 1 Job Reference (optional) = '-S6ut71em Truss o ,'F�rl'Plerce; FL 3495r � 272019�Print-8:310 s-Jul 27201"iTeklndustne ,,-lac>fiAonNov 25=16:27:382019-Page-1-: ID:LXnxJzWQmkBGVaFRbMTFdyJY9v-rt9r c?Kr4FThQNL4nAvDkZd41B_uOKX47bOKAyFbop 1-10-0 63-13 9-0f 1-10.0 I 1513 3$] ~110.41115 i0.197 21 Ill312 S&1 0.9&3 24 r0 26d-0 1 3-Si3 ~1-1p0 h4= 2i4= 3d= 5 7 1N II SO011 d 10 6 11 35v49 3 L4 11 3 t h4= 16 i5 14 ll 1)h4= 5[B M= 14= .4= $8 M= 1i-0 1 140 9-04 V7 12 24 1be 7-24 1 I Plate Offsets KY)- [3:0-1-12,0-1-12] [6:0-2-0Edael [9:0-1-12 0-1-121 LOADING(psf) a SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.29 14-15 >930 240 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.54 14-15 >505 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.61 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Attic -0.22 14-15 458 360 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 'Except' 82;2x4SPM31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 12 = 1226/0-8-0 (min.0-1-8) 17 = 1226/0-8-0 (min.0-1-8) Max Horz 17 = 121(LC 14) Max Uplift 12 = -400(LC 11) 17 = -400(LC 10) Max Grav 12 = 1226(LC 1) 17 = 1226(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1574/641, 4-5=1354/672, 5-6=-60/504, 6-7=-60/504, TOP CHORD 3-4=-15741641, 4-5=1354/672, 5-6=60/504, 6-7=-60/504, 7-8=1354/672, 8-9=15741641 BOTCHORD 16-17=-469/1349,15-16=-469/1349, 14-15=367/1363, 13-14=-469/1349, 12-13=-469/1349 WEBS 5-7=-1909/793, 8-14=0/372, 9-12=16M.15, 4-15=0/372, 3-17=-1698/815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on ire bottom chord' in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 PLATES MT20 Nadmfido -114m 9 3[4 = GRIP 244/190 Weight: 128 Ib FT = 4% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 12 and 400 lb uplift at joint 17. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 17 Job Truss Truss Type Oty ply � 8445 C2 Attic 2 1 Job Reference (optional) ` SoutherrrrTruss Ca., FoTtFlerce`FL 34951 Rdff-g. 105 do' 2,�901S PnnT.�.310 s 7u127-2019 MAeklndustnes, In1 ID:LXnxJzWGaxkBGVaFRhMTFdyJYgv-JnDCxO - tsst3 1-10.0 50.13 46/ 10.10.3 1-.1M10 14.811 nail .0.3 1-10.0 3i13 36] 1-?15 1-7 0.f42512d0 10.H 191-0-0 10.110.42 1.415 21S 7 Lao 6 7 a4 -- a 1.4 II 1s4 11 5.00 U 4 3.5x4 L 3 1d II Bi 1 17 16 15 14 1B 'a M= 5A %S= Nov 25.1fr.27 39-201 n.d Lwdo -v4m LOADING(pst) q SPACING- 2-0-0 CSI. DEFL. in (loc) I/del Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.29 15-16 >937 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.53 15-16 >510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Attic -0.2215-16 460 360 Weight: 128 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18 = 1226/0-8-0 (min. 0-1-8) 13 = 1226/0-8-0 (min. 0-1-8) Max Horz 18 = 115(LC 10) Max Uplift 18 = -395(LC 10) 13 = -395(LC 11) Max Grav 18 = 1226(LC 1) 13 = 1226(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=15751650, 4-5=1356/682, TOP CHORD 3-4=1575/650, 4-5=1356/682, 5-6=-73/644, 6-7=91/720, 7-8=-73/644, 8-9=-1356/682, 9-10=1575/650 BOTCHORD 17-18=-47511348, 16-17=-475/1348, 15-16=376/1365, 14-15=475/1348, 13-14=475/1348 WEBS 3-18=-1696/822. 4-16=01371, 5-8=2086/819, 9-15=01371, 10-13=-1696/822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. €I� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psl) applied only to room. 15-16 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift atjoint 18 and 395 lb uplift atjoint 13. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard ul I E34 PE7 � r t �ro t1 STATE i///Fs'T o' A �' �NG�\x W-1 c-- lob Truss Truss Type Qty Ply ' 8445 C3 Hip 2 1 Job Reference (optional) "Sou[FiTerri'Tru'sStiB:'.'F6rtP�tce-FL-34951-�------Rnn:-8:3 m-duk772019=Print=83T0--s1u1,27,2073MiTek lndustriesAne.=Mon-Nov 25-16:27:39-2019.Paoe3 ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v-JriDCxOycONKlayYeTbBlx5ok9RKdvEhJnKxscyFboo sas iob-o is-roo' 2voa0 2sao sas 5-2-m 1 ss-o s2n0 I saa 44 = 4.4 = LOADING(psf) . SPACING- 2-0-0 CS'. DEFL, in (loc) Ildeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.22 9-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 9-10 >776 180 BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC201717PI2014 Matrix-S 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 4-3-10 oc pudins. BOTCHORD Rigid ceiling directly applied or 7-9-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1185/0-8-0 (min.0-1-8) 9 = 1185/0-8-0 (min. 0.1-8) Max Horz 12 = 97(LC 14) Max Uplift 12 = -412(LC 6) 9 = -412(LC 7) Max Grav 12 = 1185(LC 1) 9 = 1185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/0, 3-4=1389/740, 4-5=-1228(744, 5-6=1389f740, 7-8=-27810 BOTCHORD 1-12=0/260, 11-12=-55111202, BOTCHORD 1-12=01260, 11-12=551/1202, LOAD CASE(S) 10-11=-447/1228, 9-10=-551/1202, Standard 8-9=0/260 WEBS 3-12=1421/993, 6-9=1421/993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5Aps1; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 12 and 412 lb uplift at joint 9. PLATES GRIP MT20 244/190 Weight:125lb FT=4% NII B��//���ii \,\C ENS�.�I i PE 7 I I — mil\ STATE fORIDP: �lv 19 Job Co—'F' Truss Truss Type qty Ply C4 Hip Girder 1 1 ' . Y�8445 .. _. _,�-..,,....•.max.-_ Job Reference (optional) .. ort PZrce, FL3495110s�a1272013MrTek'Indostnes; ino-'Mar;-Noa�N6219= I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 - TC 0.82 Vert(LL) 0.18 10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 ' Rep Stress Iner NO WB 0.95 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 2-11, 6-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 12 = 2014/0-8-0 (min. 0-2-6) 8 = 2014/0-8-0 (min. 0-2-6) Max Horz 12 = 79(LC 27) Max Uplift 12 = -1036(LC 4) 8 = -1036(LC 5) Max Grav 12 = 2014(LC 1) 8 = 2014(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD d-dnFr,R e4d1,,Wp� :?097/1662, TOPCHORD 1-2=-274/148, 2-3=-3097/1662, 3-13=-3383/1908, 13-14=-3382/1908, 4-14=3382/1908, 4-15=-3382/1908, 15-16=3382/1908, 5-16=3383/1908, 5-6=3097/1662, 6-7=-274/151 BOTCHORD 1-12=-160/290, 11-12=-239/290, 11-17=1447/2764, 17-18=1447/2764, 10-18=1447/2764, 10-19=1421/2764, 19-20=1421/2764, 9-20=-1421/2764, 8-9=163/290, 7-8=-163/290 WEBS 2-12=-1867/1074, 2-11=-1357/2499, 3-10=-431/846, 4-10=-751/627, 5-10=-431/846, 6-9=1357/2499, 6-8=-1867/1073 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. Deed Load 00. • IA In PLATES GRIP MT20 244/190 Weight:1341b FT=4% 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1036 Ito uplift at joint 12 and 1036 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281 lb down and 372 lb up at 8-M, 133 Ito down and 194 lb up at 10-6-12, 133 lb down and 194 lb up at 12-6-12, 133 lb down and 194 lb up at 13-94, and 133 lb down and 194 lb up at 15-9-4, and 281 lb down and 372 lb up at 17-10-0 on top chord, and 227 lb down and 163 lb up at 8-6-0, 80 to down at, 10-6-12, 80 lb down at 12-6-12, 80 lb down at 13-9-4, and 80 lb down at 15-9 3, and 227 lb down and 163 lb up at 17-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CAS ( )S1r'p(ijibj (be>i0 applied to the face of the tr`�8,�� M a81`ofi(,0� or back (B), �� �P --- 6q �i 'OCEMS� LOAD ste D) / PE 7 i = 1) De Hive (bq(ancgd): mb r/;., ro=i V riate mcre 1.L / r >ti- � STATE C) A, •ZD i tv `.<OR10Q �/C AL ENG\\��\\ 20 Job Truss Truss Type Qty Ply 8445 �C4 Hip Girder 1 1 _ _ _ Job Reference (optional) Southern Truss Co., Fort Pierce, Tf174961 272019TATeRlndusines=Inc.-TA6rt NOV2516:27:402049`Fage -�= ID:LXnxJzWQaxkBGVaFRbMTFdyJY9vn2GbPH1aMiWAwkXkCB7Nlaeu?YI2MFQgXR4UO3yF--awn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=70, 3-5=-70, 5-7=-70, 1-7=-20 Concentrated Loads (lb) Vert: 5=234(F) 11=227(F) 3=234(F) 9=227(F) 13=-133(F) 14=-133(F) 15=-133(F) 16=133(F) 17=-52(F) 18=52(F) 19=52(F) 20=-52(F) A. I \�rp�.'��GENS i PE 7 I t \ STATE ` �O Al Zo itv Job Truss Truss Type Oty Ply 8445 C5 Hip Girder 1 1 Job Reference (optional) -Southem-rm§s Co:, FOYt Pierce;Ft 34951'-= 'Rum 8.J5Us Juf 726'F9'Print:$310 s-u12720f iTek lndustdes,-Hnc.=Mon-Nov2516.27:4t-0 .--Page-11 .-- .. ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v-n2GbPH1aMiWAwkXkCB7NIBe_YrbMEggXR4UO3yFbon 1-inO BE-0 132-0 I 17-1p0 24E-0 1 26d-0 t-100 fi-9.0 4b0 48-0 6— 1%M De.d Lad De -IMN LOADING(psf) . i SPACING- 2-0-0 CS I. DEFL. in (for) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.16 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 154 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 12 = 2141/0-8-0 (min. 0-1-12) 8 = 1817/0-8-0 (min. 0-1-8) Max Horz 12 = 78(LC 8) Max Uplift 12 = -1019(LC 4) 8 = -795(LC 5) Max Grav 12 = 2141(LC 1) 8 = 1817(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-582/268, 2.3=-3416/1663, 3-13=3635/1792, 4-13=-3635/1791, 4-5=-3635/1792, 5-6=-2721/1204, 6-7=563/237 TOPCHORD 1-2=-582/268, 2-3=-3416/1663, 3-13=3635/1792, 4-13=3635/1791, 4-5=3635/1792, 5.6=-2721/1204, 6-7=-563/237 BOTCHORD 1-1 2=273/578,11-12=351/578, 11-14=-1426/3052, 14-15=1426/3052, 10-1 5=1 426/3052, 9-1 0=-1 005/2428, 8-9=246/559, 7-8=-246/559 WEBS 2-12=-1853,969, 2-11 =-1 221/2502, 3-11 =-1 8/328. 3-10=282/797, 4-10=411/301, 5-10=-813/1608, 5-9=291/238, 6-9=-824/1874, 6-8=1513f758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1019 to uplift at joint 12 and 795 lb uplift at joint 8. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 281 lb down and 372 lb up at 8-6-0, and 133 lb down and 194 lb up at 10-0-12 on top chord, and 227 lb down and 163 lb up at 8-6-0, and 80 lb down at 10-6-12, and 943 lb down and 454 lb up at 12-1-4 on bottom 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 (plf) Vert: 1-3=70, 3-�-T-� 1W+PP077-20 Concentrated t q Vert: 11=22 4� ��(,� 14=-52(81�35- i ,(B�,CEIVS��\f�jj-` Xj�i _ PE 7 ?I 1, C I � _ v t STATE �O`�� .c � G•Zo i �� � fORID? SS o 21 Job Truss Truss Type Qty . Ply f D1 Attic 1 1 `18445 Reference (optional_ -.-n,u...Job 1.5r a.e = 1., 11 3v4= Dead Load Den • W18 in 5.5= tw II 18 A 13 13 21 Z3 11 10 0 N d 1d54= 5,8 M= 3x4= 3W= Us IAG= 5A LOADING(psf) f SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.29 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.35 12-14 >886 180 BCLL 0.0 ' Rep Stress Incr YES W3 0.62 Horz(CT) 0.03 9 n/a . n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Attic -0.18 11-12 543 360 Weight: 194 lb Ff = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 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 7-9-10 oc bracing. WEBS 1 Row at midpt 7-11, 2-14, 7-9 JOINTS 1 Brace at Jt(s): 17,18 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1265/Mechanical 14 = 1266/Mechanical Max Harz 14 = 215(LC 10) Max Uplift 9 = -394(LC 7) 14 = -255(LC 7) Max Grav 9 = 1386(LC 2) 14 = 1342(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less TOPCHORD 2-3=1315/485. 3-4=10671608. 4-5=-122277ll, 5-6=-1222/7ll, 6-7=1149/501 BOTCHORD 14-19=-533/882, 19-20=-533/882, 13-20=533/882, 12-13=-533/882, 12-21=-477/1155, 21-22=-477/1155, 11-22=-477/1155 WEBS 11-16=-5781546, 6-16=5691540, 7-11=521/1358, 17-18=-269/0, 2-12=0/514, 6-18=274/187, 4-18=176/470, 3-17=257/0, 2-14=-1411/489, 7-9=-13151731 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.01b AC unit load placed on the bottom chord, 13-0-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 9 and 255 lb uplift at joint 14. 10) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 11) Attic room checked for U360 deflection. OAD LStandarASE(d\\���\P'N `MI \,xCEN,99 i PE 7 ' 1 n� 1 / /I t STATE 0 SS of A� �S\A V\N� 22 Job Truss Truss Type Qty Ply 8445 D2 Attic 1 1 _ Job Reference (optionah Southern Truss -Co.. Fb .FL 3455t' Run: 8.310 s 36 2019Fnnt. 8.31 Ps-ibi 20f9 M7ek Industde5. InS. Mon NOV 2516.27. Z-2Gfr1°aae-r 3.0 ID:LXnxJzWQaxkBGVaF.RbMTFdyJY9v-kQOMgz3guJmu91 h7Jb9rNZjBzMVbgAP771ZbTxyFbol 7-9-10 8-11Ak 13-1-0 17-2-112 26-2-0 7-9-10 7-1-10 41-72 4-1-12 6-11.4 SxS= ax5= tx�ll See= Daed Lmdp 919 in 16 11 17 1D 10 19 B B M 7 12 Sx15d V 3A = T4 = 5.8 �= 25x5 II = LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.22 7-9 >999 240 TCDL 15.0 Lumber DOL . 1.25 BC 0.56 Vert(CT) -0.36 9-10 >866 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017fFP12014 MatrixS Attic -0.14 9-10 733 360 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T3: 2x4 SP M 31 SOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 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 7-11-0 oc bracing. WEBS 1 Row at midpt . 6-7, 6-9, 2-12 JOINTS 1 Brace at Jt(s): 15 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1266/Mechanical 12 = 1267/Mechanical Max Horz 12 = 185(LC 10) Max Uplift 7 = -418(LC 7) 12 = -279(LC 7) Max Grav 7 = 1400(LC 2) 12 = 1360(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1275/523, 3-4=14861776, 4-5=-1486f776, 5-6=-1285/523, 6-7=12511650. 1-12=284/265 BOTCHORD 12-16=-529/1173, 11-16=529/1173, 11-17=52911173, 10-17=52911173, 10-18=526/1285, 18-19=526/1285, 9-19=526/1285 WEBS 2-10=-9/913, 10-13=515/192, 3-13=508/188, 9-14=-630/594, 5-14=-634/592, 6-9=648/1614, 2-12=1524/380, 3-15=257/374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.Olb AC unit load placed on the bottom chord, 13-0-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. PLATES GRIP MT20 2441190 Weight: 184 lb FT=4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bottom chord live load (20.0 pst) and additional bottom chord dead load (5.0 psi) applied only to room. 9-10 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 7 and 279 lb uplift at joint 12. 10) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION' AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 11) Attic room checked for L1360 deflection. LSOAD ta dardSE(S) NL \CEN,3 \\ i PE 7 _ / t STATE. r i O\\ .O 6-ZO i !v OR[F) 23 Job Truss Truss Type Oty Ply v 8445 D3 Attic 1 1 Job Reference (optional) "�ouTH Truss Co�Fort' rce, FC94957'"=---Wuffft tt 'Jul-272019 Pnnt 8.310-s Jul 27 2019-MiTekfndustnes; Ina -Moo Nov-25-16:27-42-20194%ge-1-�-1 - -- ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v-kOOMgz3quJmu91h7Jb91NADnMU1gDW771ZUTxyFbol 1 59-10 1 e-11-4 I 13-A 1 17-2-12 I 26-2-0 5-9-10 3-1-10 4-1-12 4-1-12 8-11-4 bd = 3.5N= 5r4c 34= mr 2 3 d 5 Ned lead oM=3nd In 4a = a 13 vn 1,4 z 1vd= U12 =YQ i Be 18 11 10 17 18 0 a 18 7 12 Sr1= 5,8 M= 3M 0 = 31x1= 5 N = 25411 59-10 1 a-11-0 1 17-2-12 I 26-2 5-9-10 3-1-10 8-38 8-114 Plate Offsets (X,Y)— [2:0-24,0-1-121,[3:0-2-0,0-1-81,[4:0-2-0,0-3-0],r5:0-1-12 0-1-8] [6:0-1-12 0-1-121.[7:0-2-12 0-1-4] [12:0-1-12 0-2-12] LOADING(psf) 7 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) -0.21 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.35 7-9 >876 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Attic -0.14 9-10 728 360 Weight: 176 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3'Except* W7: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 1 Row at midpt 6-7, 2-12, 6-9 JOINTS 1 Brace at Jt(s): 15 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1265/Mechanical 12 = 1266/Mechanical Max Horz 12 = 137(LC 10) Max Uplift 7 = -417(LC 7) 12 = -311(LC 7) Max Grav 7 = 1375(LC 2) 12 = 1346(LC 2) Max Grav 7 = 1375(1-C 2) 12 = 1346(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1431/573, 3-4=1623/809, 4-5=-1623/809, 5-6=-1440/582, 6-7=1233/637 BOTCHORD 12-16=-499/1011, 11-16=-499/1011, 10-11=-499/1011, 10-17=-579/1439, 17-18=579/1439, 9-18=57911439 WEBS 2-10=1671934, 10-13=-412/331, 3-13=-405/327, 9-14=-641/590, 5-14=-633/585, 2-12=-1447/484, 3-15=-270/328, 6-9=-688/1728 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 120.Olb AC unit load placed on the bottom chord, 13-0-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 7 and 311 lb uplift at joint 12. 9) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 10) Attic room checked for U360 deflection. LOAD CASE( �'}�� LPN M_�_G�r�/// Standard\���Q'-� 5 � �"9 t\ STATE �F `.<ORIOP%�Q I I 24 Job Truss Truss Type Dty Ply 8445 D4 Attic 1 1 Job Reference o tional - '-` Southern Truss Co., o Plerce', FL 34951--- `RuTi`8'10 s Tut`27 2019Pnnf:8:310 s Ju12720"i93v1iTeT2Tndusfnes; inZ MonWov 25 1627-43tat Page 1— _ .. ID:LXnxJzWDaxkBGVaFRbMTFdyJY9v-Cdykl J3SfdulnBGJtJg4mGPVMwZgdGDP197NyFbok 39-10 8-1104 131-0 17-2-12 26-2-0 3.310 5.1-10 T' 1-12 4-1-12 8-114 1.5. S.M 12 h5= 5x9 M=1r411 3e5= 3 4 5 6 Dud L-d W,-ireb 4.4 = 7 114 TT 17 18 12 11 10 0 19 5 195�4 c 5v8 M= h4 = 3.5r1= Sys Ai= 25611' LOADING(psf) i SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ve t(LL) -0.21 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.39 8-10 >806 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.03 8 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Attic -0.1710-11 582 360 Weight: 170 lb FT=4% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. WEBS 1 Row at midpt 7-8, 7-10, 2-13 JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 8 = 1206/Mechanical 13 = 1206/Mechanical Max Horz 13 = 89(LC 10) Max Uplift 8 = -474(LC 7) 13 = -403(LC 7) Max Grav 8 = 1283(LC 2) 13 = 1263(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-15171750, 3-4=1663/932, 4-5=-16631932, 5-6=1663/932, 6-7=1530f760, 7-8=11521693 BOTCHORD 13-17=-4611739,17-18=-4617739, 12-18=-4617739, 11-12=-4617739, 10-11=757/1527 WEBS 2-11=41811128, 11-14=491/417, 3-14=484/412, 10-15=638/580, 6-15=-630/575, 7-10=865/1752, 2-13=1272/641, 3-16=220/269 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for,. reactions shown; 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) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 8 and 403 to uplift at joint 13. 8) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 9) Attic room checked for 1,1360 deflection. LOAD CASE(S) Standard \\\Qj \,\CENSZI i/ P E 7 / 1 I �^T STATE F %'o . G-zo �i/ �� `.4OP.ID? .�� \\ S ONA `ONG\\\\\\ 25 Job Truss Truss Type Qty P7.Job 8445 D5 At 1 Reference (optional) Southem TfU65 Cg-, ForfPlerce, FC 34951--_ - "" " -Ruff 9.3TO s"3ul 272019-Ptmt-8-.3T6-S-Jo127 2019 MiT-akindOstrids' Idc=Mon Nov 25-16:27-:+ 1S 9-Page-T--- ID:LXn zWOazkBGVaFRbMTFdyJY9v-Cdyk1J3SfduInBGJtJg4wnGPsmgrZeXGDPl9?NyFbok 8-11-4 13-10 17-2-12 26-2-0 8-114 4-i -02 41-12 8-11-0 ].95 = h5= 50W=1n411 US= Dud Load DO-, vrn 1W = 13 12 25x5 11 10 5.8 M= 9.5x5= c - ].5x5 c 5x8 VrB= 7 2.5x5 II 8-114 i 17-2-12 26-2-0 8.11-4 8-3.8 I 8-11-4 Plate Offsets KY)- [1:0-2-8,0-1-8],[3:0-4-0,Edgel.[6:0-2-8,0-1-81.[7:0-2-12,0-0-0] [9:0-2-4 0-1-12] [10:0-2-4 0-1-12] [12:0-2-12 0-1-0] LOADING(pso q SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) -0.26 9-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.49 9-10 >628 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Attic -0.23 9-10 430 360 Weight: 161 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 1 Row at midpt 1-12, 6-7, 1-10, 6-9 JOINTS 1 Brace at Jt(s): 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1266/Mechanical 7 = 1265/Mechanical Max Uplift 12 = .-405(LC 6) 7 = -406(LC 6) Max Grav 12 = 1266(LC 1) 7 = 1265(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=1204/612, 1-2=19051748, 2-3=-18791758, 3-4=1879/758, 4-5=1879/758, 5-6=19047749, 6.7=-1203/613 BOTCHORD 10-16=751/1909, 16-17=-751/1909, 9-17=751 /1909 WEBS 1-10=809/2104, 10-13=-632/562, 2-13=-625/559, 9-14=-633/560, 5-14=-627/557, 6-9=-810/2103 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;PC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 120.01b AC unit load placed on the bottom chord, 13-0-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bottom chord live load (20.0 psi) and additional bottom chord dead load (5.0 psf) applied only to room. 9-10 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 12 and 406 lb uplift at joint 7. 9) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 10) Attic room checked for U360 deflection. LOAD CASE(S) Standard i' PE 7 / 1 t _ -0 1 STATE 7 -7-0 i A i FM Job Truss Truss Type Qty Ply 4 , I8445 D6 Flat Girder 1 1 Job Reference (optional) sdLtnem Trus-ss iertV-'rce, FL-3495T�"'- —Tia`rt---T.3Tffs TuF27°2019-Pnnt 8:310-r�u1-27.2019fAt1 ceed Load oM • lu In ]5 M n 28 12 ]8 M 31 11 Y 10 M N 35 34 a 15.5= 3.Sr0= <r8M .HS= 3.5xa= 56= LOADING (psf) { TCLL 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 NO Code FBC20171iP12014 CS'. TC 0.80 BC 0.76 WB 0.75 Matrix-S DEFL. in (loc) Vert(LL) -0.23 12-13 Vert(CT) -0.5312-13 Horz(CT) 0.09 9 I/deft L/d >999 240 >586 180 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 148 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP M 31 TOP CHORD 1) Wind: ASCE 7-10: Vult=170mph (3-second WEBS 2x4 SP No.3 1-13=274/218, 2-16=-3760/1831, gust) Vasd=132mph; TCDL=5.Opsf; OTHERS 2x4 SP No.3 16-17=3760/1831, 3-17=3760/1831, BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., BRACING- 3-0=3760/1831, 4-18=-3760/1831, MWFRS (envelope); cantilever left TOP CHORD 5-18=-3760/1831, 5-19=-3762/1835, and rig t e and right exposed ;Lumber DOL=1.60 plate grip Structural wood sheathing directly applied or 2-7-4 19-20=3762/1835, 6-20=3762/1835, D oc pudins, except end verticals. 6-21=3762/1835, 2) Provide adequate drainage to prevent water P Provide BOT CHORD 21-22=3762/1835, 7-22=3762/1835 g. Rigid ceiling directly applied or 5-3-9 oc bracing. BOT CHORD All plates are MT20 plates unless otherwise 3) All WEBS 13-25=-1230/2282, indicated. in 1 Row at midpt 2-13, 7-9 25-26=1230/2282, 4) This truss has been designed fora 10h psf Mfrek recommends that Stabilizers and 26-27=1230/2282, bottom chord live load nonconcurrent wtth any required cross bracingbe installed during 9 27-28=-1230/2282, 12-28=1230/2282, other live loads. truss erection, in accordance with Stabilizer 5)' This truss has been designed for a live load Installation quide. 12-29>2117/4108, 29-30=-2'117/4109, of 20.Opsf on the bottom chord in all areas where REACTIONS. (lb/size) 30-31=2117/4109, a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13 = 2385/Mechanical 11-31-2117/4108, 6) Refer to girder(s) for truss to truss connections. 9 = 2349/Mechanical 11-32=2117/4109, 7) Provide mechanical connection (by others) of Max Uplift 10-32=2117/4109, truss to bearing plate capable withstanding =-1201(LC 4) 10-33=-1229/2279, 1201 Ib uplift atjoint 13 and 118516 uplift at joint 9 9 =-1185(LC 4) 33-34=-1229/2279, 9. Max Grav 34-35=1229/2279, 13 = 2385(LC 1) 35-36=-1229/2279, 9-36=-1229/2279 9 = 2349(LC 1) WEBS 2-13=-294611619, 2-12=795/1953, FORCES.. (I 5-10=459/3 7 3, 6-1 05671470, Comp./Max. Ten. - All forces 250 (lb) or less MaxComp except when shown. 7-10=802/1961, 7-9=-2942/1617 TOP CHORD 1-13=-2741218, 2-16=376011831, PE 16-17=-3760/1831, 3-17=-3760/1831,r / 7 1 60/ 4-18=376011831, _IT / � � 1 n pa Continued on page 2 Continued - x _ t STATE V �Ot\ I la'ZD i! O A i �NC-> N�� 27 lob y Truss Truss Type Qty Ply 8445 D6 Flat Girder 1 1 - Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 170 lb up at 0-11-4, 133 lb down and 173 lb up at 2-11 4, 133 lb down and 173 lb up at 4.11-4, 133 lb down and 173 lb up at 6-11-4, 133 lb down and 173 lb up at .8-11-4, 133 lb down and 173 lb up at 10-11-4, 133 lb down and 173 lb up at 12-11-4, 133 lb down and 173 lb up at 14-11-4. 133 Ito down and 173 lb up at 16-11-4, 133 lb down and 173 lb up at 18-11-4, 133 lb down and 173 lb up at 20-11-4, and 133 lb down and 173 Ito up at 22-11-4, and 133 lb down and 173 lb up at 24-11-4 on top chord, and 85 lb down at 0-11-4, 80 Ib down at 2-11-4, 80 lb down at 4-11-4, 80 lb down at 6-11-4, 80 lb down at 8-11-4, 80 lb down at 10-11.4, 80 lb down at 12-11-4, 80 lb down at 14-11-4. 80 lb down at 16-11-4, 80 It, down at 18-11-4, 80 lb down at 20-11-4, and 80 lb down at 22-11-4, and 80 lb down at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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). i Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-8=70, 9-13=20 Concentrated Loads (lb) Vert: 12=52(F) 3=133(F) 5=133(F) 14=140(F) 15=-133(F) 16=-133(F) 17=-133(F) 18=-133(F) 19=133(F) 20=133(F) 21=133(F) 22=-133(F) 23=133(F) 24=-133(F) 25=54(F) 26=52(F) 27=-52(F) 28=52(F) 29=52(F) 30=-52(F) 31=-52(F) 32=52(F) 33=52(F) 34=52(F) 35=-52(F) 36=-52(F) Ruh: 8.310 s Jul 27 2019 Pnnt: 8.3f0 s Jul 2 2i0 9'MITeKindustnes, Tra. Mon Nov 25 163T94201'9 Page-" ID:LXnzJzWDaxkBGVaFRbMTFdyJY9v-gpW6F144Q".PL.rVROBJS pZQ48116dQS3tiXgyFboj \\\\\\\PN M. I Btu�/////// -OCENS` ' PE 7 I _ tt\ STATE \ / O A, 1 6-Zo <ORIOP Jab �8 Truss Truss Type Qty Ply , 5 E1 Common Girder 1 n G Job Reference (optional) --' SoutK m Truss Lb 'FSr�Pierce; FL 34951- Run'-83'tOS �uT2h2019 Pnnt:-8:310 sJut472019-MfTeklndnstnesdnc. pion Nov-225-1527�452619.Page-.a- _. ID:LXnxJzWQazkBGVaFRbMTFdyJY9v-814US75jBE8TOVDh_idY7CLttZVgldSZbinF4GyFboi 1-10.0 6-10-0 104i-0 14-60 19-10-0 1-10-0 5-0-0 MIN 3-10-05-0-0 3.= 5-WF1-2 U4S U55 b411 4.4 = 10 B 14 6. 4i6= a4 11 3.40 5 16 7 5.= W 6-10-0 19-M 0-09A I 31000 M0 i 513-0 0-0 Plate Offsets (X Y)- r1:0-2-4 0-0-4] [2:0-1-12 0-1-8] [6:0-1-12 0-2-7] r10:0-4-0 0-4-8] 111:0-2-0 0-1-8] LOADING(psf) - ; SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.05 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.06 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.48 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 236 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1671/0-8-0 (min. 0-1-8) 8 = 3065/0-8-0 (min. 0-1-13) 6 = -99/0-3-0 (min. 0-1-8) Max Horz 12 = .97(LC 39) Max Uplift 12 = -711(1-C 8) 8 = .1886(LC 9) 6 = -308(LC 28) Max Grav 12 = 1671(LC 1) 8 = 3065(LC 1) 6 = 37(LC 12) " FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2414/1065, 3-4=-1811R79, 4-5=1819/797, 5-6=-205/513 BOT CHORD 11-13=95912163, 10-13=959/2163, BOTCHORD 11-13=959/2163. 10-13=95912163, 9.10=-391/231, 9-14=-391/231, 8-14=-391/231, 8-15=-391/231, 15-16=-391/231, 7-16=391/231, 6-7=-391/231 WEBS 2-12=-15567769, 2-11=-866/2069, 3-11=199/382, 3-10=694/471, 4-10=491/1156, 5-10=-1012/2500, 5-8=2766/1184 NOTES- 1) 2-ply truss to be connected logelherwith 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 0-7-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) 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=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 711 lb uplift at joint 12, 1886 lb uplift at joint 8 and 308 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1364 Ito down and 715 lb up at 8-6-12, 706 lb down and 330 lb up at 10-6-12, 1181 lb down and 398 lb up at 12-6-12, 140 lb down and 542 lb up at 14-4-0, and 56 lb dawn and 392 lb up at 16-0-0. and 221b down and 311 Ito up at 18-0-0 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, PI�tvnrarMk,2r/11121/ Uniform Loads / Vert: 1-4=-7 1I / � Conn y{ f, / Vert, 10 :196 8=2h7( )Ei3��f3b4 1��15=1315= r I 1\ STATE �O\�.o��Zo S ONA i IENG\\\\�\ 28 Job �8445 Truss Truss Type Qty Ply E2 Common 3 1 Job Reference (optional) ethem Ttnss-Fort-Preece,-FL-34951=---�Rom-&310surl-119-iSPnnt:9:31U-SJUFZ/L2019MTeklrtdOsInes;IrTC—Mon Nov2516'27,45'MIT Pagel — ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-8?4US?SjBEBTOVQh_k1y?CLSZZa11 fCZhjnF4GyFbo1 i-10-0 7-0-0 10A-0 14-0-0 19d0 21-4-0 1-10-0 5-2-0 3A-0 3E-0 5-2-0 1-10-0 as _ ,xd II """— 1" LOADING(psf) . 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.06 9-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.00 9 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-S 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 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 90210-8-0 (min. 0-1-8) 8 = 32210-3-0 (min. 0-1-8) 12 = 696/0-8-0 (min. 0-1-8) Max Horz 12 = -98(LC 11) Max Uplift 9 = -292(LC 11) 8 = -156(LC 7) 12 = -271(LC 10) Max Grav 9 = 902(LC 1) 8 = 345(LC 22) 12 = 696(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-626/261, 3-4=-623/397 TOPCHORD 2-3=-626/261, 3.4=-623/397 WEBS 4-9=509/234, 5-9=-347/324, 6-8=282/293, 4-11=256/487, 3-11=-337/318, 2-11=-235/493, 2-12=-617/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 9, 156 lb uplift at joint 8 and 271 lb uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight:110lb FT=4% im PE 7 � =_ I b t STATE 0t T �•ZD i tV ORI©A / 29 Job Truss Truss Type Qty ply 1 8445 E3 Common 1 1 ti Ih S f' 4T P.n Job Reference (optional) . ��++�• -�- - — ,�m,ryp 1pa-JwYYYV1DTlllllr-6:3 I., = mc. Mon El LOADING(psf) # SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Verl(LL) -0.05 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.10 9-11 >852 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 110lb FT = 4% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-11. Mffek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 0-8-0 except (jt=length) 8=0-3-0. (lb) - Max Horz 12= -98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 9=225(LC 11). 8=-171(LC 7), 11=-233(LC 10), 12=172(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 9=576(LC 1), 8=3B4(LC 1), 11=576(LC 1), 12=384(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-346/323, 6-8=318/321, 3-11=346/323, 2-12=-318/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift atjoint 9, 171 lb uplift at joint 8, 233lb uplift at joint 11 and 172 lb uplift at joint 12. LOAD CASE(S) Standard L\GENSF (i P- ` —�1 r t t STATE 06-go icV� s o�A i UENG��\�� 30 Job Truss Truss Type Qty Ply 8445 E4 Common 1 1 Job Reference (ootionall -"-'Silotf;iern TruSs`C6 ForfPlerce, FL 34951- — —Run: 8.310 sTuTZT2619Ydnt:=837VSJuf272019'M6'ek'ind'ustdes; InF Mort-NS✓-ZB16:27?4E"2019=t�age--I"'b- • — ID:LXnxJzWQaxkBGVaFRbMTEdyJY9v-cCdtgL6LyYGKef7uYRDnYPulJzvXm6S!WNXpdyFboh 1-10-0 7-0-0 1U-0-0 10-10-0 V6-0 19-6-0 21-4-0 1-10-0 ' 5-2-0 I 3-6-0 36-0 5-2-0 1-10-0 W= tw n LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.06 9-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-S 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 696/0-3-0 (min. OA-8) 11 = 902/0-8-0 (min. 0-1-8) 12 = 322/0-8-0 (min. 0-1-8) Max Harz 12 = -98(LC 11) Max Uplift 8 = -274(LC 11) 11 = -304(LC 10) 12 = -156(LC 6) Max Grav 8 = 696(LC 1) 11 = 902(LC 1) 12 = 345(LC 21) FORCES. (lb) Max. Comp./Max. Ten. except when shown. TOP CHORD All forces 250 (lb) or less 4-5=-623/397, 5-6=-626/261 TOP CHORD 4-5=623/397, 5-6=-626/261 WEBS 4-9=-256/487, 5-9=337/318, 6-9=235/493, 6-8=-617/470, 4-11=509/234, 3-11=-347/324, 2-12=-282/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 8, 304 lb uplift at joint 11 and 156 lb uplift at joint 12, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight:110lb FT=4% \_`CENgi�,i i PE 7 1 1 x t1\ STATE \ i 0 A� I t' -2o i t( �0 A 31 Job Truss Truss Type Qty Ply 8445 ES Hip Girder 1 1 Job Reference (optional) Souk i brt Pm:rca;fL3-495f Ron.8.319's Jul72019Pdnr.8:alU3-Jul27-2019-Mi-fek-lralusmes;InonYJov26MB: 20M14 aga- ID:LX"JzWQaxkBGVaFRbMTFdyJY9v-40BFth6zjrOBGpZ469104dDlzNDEVYBs81 GM 89yFbog 1-10-07-0-0 142--010-0 I4-0 I - S2-0 -01-16-0 I 214-0 1-10-0 1-6-0 1.1M 7-0-0 7,2-0 8-6-0 . 12-10-0 . 144-0 19E-0 19-a-0 21-" 1-6-0 dZb 5-2-0 0- -0 1-4-0 44-0 1-6-0 T2-Z 0-3-0 1-7-0 Plate Offsets KY)— [4:0-5-4 0-2-0][5:0-2-00-2-41 [10:0-2-0 0-1-81 [11:0-2-12 0-3-01 rl3:0-2-0 0-2-121 LOADING(psf) - SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(L-) 0.04 11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.0711-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-S Weight: 118 Ib FT = 4% 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 2-5-6 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13 7-11-2 oc bracing: 10-11. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 332/0-8-0 (min. 0-1-8) 13 = 153610-&0 (min. 0-1-13) 9 = 1041/0-3-0 (min. 0-1-8) Max Horz 14 = 79(LC 12) Max Uplift 14 = -194(LC 30) 13 = -880(LC 8) 9 = -549(LC 9) Max Grav 14 = 358(LC 26) 13 = 1536(LC 1) 9 = 1043(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-487/407, 4-15=1(140R,10, 5-15=-104Of740, 5-6=1144(783, 6-7=1226f732 BOTCHORD 12-16=-292/410, 11-16=-292/410, 10-11=-547/1064 WEBS 2-14=-278/225, 3-13=1443/866, 3-12=-727/1151, 4-12=-821/618, 5-11=-232/351, 6-11=307/343, 7-10=-555/1002, 7-9=-929/589, 4-11=-487/846 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 14, 880 lb uplift at joint 13 and 549 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 339 lb down and 316 lb up at 8-6-0, 133 Ib down and 194 lb up at 10-6-12, and 133 lb down and 194 lb up at 10-9-4, and 281 lb down and 372 lb up at 12-10-0 on top chord, and 81 lb down and 101 lb up at 86-0, 80 lb down at 10-6-12, and 80 lb down at 10-9-4, and 227 lb down and 163 lb up at 12-9-4 on bottom 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=125 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=70, 1-8=-20 Concentrated Loads (Ip) Vert: 4=80(B16Z 3df91,41—�;227/6 A2=-80(E i \.\CEN,3 i PE 7 ' I ATE I� 0\v� .c ti-ZD i !v SO 1 A I I 1 NG��\\�� 32 Job Truss Truss Type Oty Ply 8445 F1 Roof Special Girder 1 Job Reference(op8ona0 "- Southern Truss a., ortYi�'I REm-a.-3T0-T ]a = Mad Load Cea•Irein LOADING(psf) - 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.17 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 276 lb FT = 4%d LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP N0.2 "Except" B1: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* W9,W1: 2x6 SP No.2 W7: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 6180/0=5-12 (min. 0-3-11) 13 = 410610-8-0 (min.0-1-11) Max Horz 13 = 229(LC 27) Max Uplift 9 = -1948(LC 5) 13 = -1594(LC 8) Max Grav 9 = 6231(1-C 2) 13 = 4106(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-529/172, 2-3=-607/250, 3-4=-7238/2816, 4-5=372/171, 5-6=-373/160, 6-7=-4766/1574, 7-8=-4767/1576, 8-9=-5057/1715 BOT CHORD 1-13=-164/505, 12-13=2308/5484, Continued on page 2 BOTCHORD 1-13=154/505,12-13=-2308/5484, 12-14=-2514f7053, 11-14=251417053, 11-15=2482/6952, 10-15=2482/6952 WEBS 2-13=327/212, 3-13=-6053/2366, 3-12=-530/1419, 4-12=-995/2646, 4-6=-6302/2519, 6-12=-843/57, 6-11=796/2559, 6-10=-3352/1426, 8.10=2245/6766 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-8-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1948 Ito uplift at joint 9 and 1594 lb uplift at joint 13. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2365 Ib down and 1221 lb up at 8-6-12, 1246 Ito down and 425 lb up at 10-6-12, 1243 lb down and 423 lb up at 12.6-12, 1326 lb down and 331 lb up at 14-6-12, and 1340 Ib down and 299 Ito up at 16-6-12, and 1324 lb down and 274 lb up at 1816-12 on," pb . a design/selection �r ec� v (s) is the responsibiliEybt LgIA () i PE 7 1) D� 4ive (bg(ancgdmb! - increase= Lzo; dale Incle7 s I. 1* O t STATE �•20 i lv � Job Truss Truss Type Qty Ply 8445 Fi Roof Special Girder 1 Job Reference (optional) Soulhem M99-GC, ort PiemcEF FL 34951 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=70, 5-6=-70, 6-8=-70, 1-9=-20 Concentrated Loads (Ib) Vert: 12=2365(F) 11=-1186(F) 14=1246(F) 15=1246(F) 16=-1247(F) 17=1248(F) — t<un:-d:uius 9-Print 8:3165du12/-2019dvLTek-Industnes,:Inc=SAon Nov.25-163Z-48.2019_ Rage ID:LXnzJzWDaxkBGVaFRbMTFdyJY9v-Yald407bU9 W2tyeGgsGFdgzMenaDEwM7NhOwgbyFbof I ivi B4�ii�i _\GENS��i����i i P E 7 r � t STATE ` O A, I ;-Zo // I Job Truss Truss Type Qty Ply 8445 F2 Common 1 1 Job Reference (optional) 5outfie`m Tru"3s-C�FortP2lceFt:-34951•--—"Rere. a-31E-5'9ukn Nov-2516:27:4&2019,2age-J ,... ID:LXnxJzWOazkBGVaFRbMTFdyJY9v-Yald407bU9 W2ryeGgsGFdgzKunVME_I?NhawgbyFbof u, _ LOADING(psf) - T SPACING- 2-M CSL DEFL. in (loc) Ildell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(L) -0:12 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.25 6-7 >847 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W& 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc pudins, except end verticals. SOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 96510-8-0 (min. 0-1-8) 6 = 783/0-5-12 (min. 0-1-8) Max Hom 8 = 134(LC 10) Max Uplift 8 = -346(LC 10) 6 = -273(LC 11) Max Grav 8 = 965(LC 1) 6 = 783(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-930/498, 4-5=-1001/459, 5-6=703/423 TOP CHORD 3-4=-930/498, 4-5=-1001/459, 5-6=703/423 BOTCHORD 7-8=-420/902, 6-7=270/395 WEBS 4-7=2/340, 3-8=983/675, 2-8=268/299, 5-7=85/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 8 and 273 lb uplift at joint 6. LOAD CASE(S) Standard De.dL dDh•IAIn PLATES GRIP MT20 244/190 Weight: 98 lb FT=4% TTATE PE' `C 7 ! �S7 ` i0\c_It'•Zo i�� Job Truss russ Type Qly „Ply 8445 F3 T ommon t 1 Job Reference (optional) ----�So-ai-6m Tnj-s3Lb-.-FbWPIeF FL-34951--' ----Ran: 8.910s--9u1-S7-2019-Print-8:31Q-EJul* -2019 MiTek-Industries,Ina-Mon-No4-2546:27A8-2019�Page1--�- ID:LxnxJzWQaxkBGVaFRbMTFdyJY9v-Yald407bU9 W2ty8GOsGFdgzKunVME_I7NhOwgbyFbof 6.2-13 10-6-0 1W 19-7-12 8 Z2 13 4-3-3 &9-12 - LOADING(psf) . { SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ver (LL) -0.12 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.25 6-7 >847 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixS LUMBER - TOP CHORD 2x4 SP No2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 *Except* W6: 2x6 SP No2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 96510-8-0 (min. 0-1-8) 6 = 783/0-5-12 (min. 0-1-8) Max Horz 8 = 134(LC 10) Max Uplift 8 = -346(LC 10) 6 = -273(LC 11) Max Grav 8 = 965(LC 1) 6 = 783(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=930/498, 4-5=-1001/459, 5-6=703/423 TOPCHORD 3-4=930/498, 4-5=1001/459, 5-6=-703/423 BOTCHORD 7-8==420/902, 6-7=-270/395 WEBS 4-7=2I340, 3-8=983/675, 2-8=-268/299, 5-7=-85/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 Ib uplift at joint 8 and 273 lb uplift at joint 6. LOAD CASE(S) Standard o..d �.do - lam PLATES GRIP MT20 244/190 Weight: 98 lb FT=4% 35 ,lob Truss Truss Type Oty Ply 8445 F4 Hip 1 1 .`� Job Reference o tional Souihem Tmss Co., Fort Pierce, FL�.,g951 Run: 8:310 s JuT Z7 201b Pnnl• 83YOs Ju127'20T9-MiT2Klnd JstyesTlnc-MD"5v���27:492019-�Page-l-gym _ .-. ID:UCnxJzWDaxkBGVaFRbMTFdyJY9v-OnJ?IMBDFTevV617DanV92W5gBx6zTb9cUTDlyFboe . 1-10-0 &6-e 12-10-0 19-7-12 1-10-0 6-8-0 44-0 &9-12 4.7 = 4.4 = ty0 1 1 8-6-0 12-160 19-7-12 1.f,.n 6A-0 4-011 6-9-12 Plate Offsets (KY)— [3:0-5-4 0-2-0] [4:0-2-4 0-2-0][5:0-1-8 0-1-8] [60-2-12 0-1-01 [7:0-4-0 0-1-8] (8:0-2-0 0-3-01 LOADING(psf) - SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.38 Vert(CT) -0.13 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 101 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* . W6: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 96510-8-0 (min. 0-1-8) 6 = 783/0-5-12 (min. 0-1-8) Max Horz 9 = 115(LC 10) Max Uplift 9 — -349(LC 6) 6 = -252(LC 11) Max Grav 9 = 965(LC 1) 6 = 783(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-1069/534, 3.4=-908/577, 4-5=-1076/549, 5-6=-715/431 BOT CHORD 8-9=214/252, 7-8=384/895 BOTCHORD 8-9=214/252, 7-8=384/895 WEBS 2-9=844/674, 2-8=353/685, 5-7=-251/672 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 lift; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 9 and 252 lb uplift at joint 6.. LOAD CASE(S) Standard PE7 � 1 \ STATE �' i O Al 16-ZO i 4r; I //SS O i A ENG�\\\ 36 Job Truss Truss Type Oty Ply 8445 F5 Roof Special Girder 1 1 _ _ Job Reference (optional) Southern Truss Cc. Fort Pierce FL 34951 un 8 310 s 3u1�27 3U')9 Print 8 3'� JuI 273019Y✓I i e industries 7r5c Mon Nov-251627.492019=Pa ID:LXmJZWQaxkBGVaFRbMTFdyJY9v-OnJ?IMBDFTeW61 DanV92WrPBwAzPK9c=IyFboe I-10-0 6-fi-0 I—11-IO-0 �2fi-Q 142-01950 I 21-4-0 1-10-0 4-B-0 5-0-0 0-8-0 1-0-0 54-0 1-10-o Dead cod Dead. =mem LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.07 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 9 We We BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight:115lb FT=4% 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 4-0-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 13 = 124910-8-0 (min. 0-1-8) 9 = 1064/0-8-0 (min. 0-1-8) Max Horz 13 = 67(LC 8) Max Uplift 13 = -678(LC 4) 9 = -436(LC 5) Max Grav 13 = 12, 9%LC 1) 9 = 1064(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1580/911, 3-4=-1450/765, 4-5=-1657/889, 5-6=-1105/568, 6-7=-1267/574 BOT CHORD 11-12=785/1396, 10-11=527/1255 BOTCHORD 11-12=-785/1396, 10-11=527/1255 WEBS 2-13=11461686, 2-12=-785/1380, 3-12=-1241296, 3-11=-372/394, 4-11=893/525, 5-11=-585/966, 5-10=408/245, 6-1 0=-1 131286, 7-10=400/1005, 7-9=-951/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 13 and 436 Ito uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 276 Ito up at 6-6-0 on top chord, and 303 Ito down and 244 Ito up at 6-6-0 on bottom 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 (plf) Vert: 1-3=-70, 3-4=70, 4-5=70, 5-6=70, 6-8=-70, 1-8=-20 Concentrated Loads (Ib) Vert: 12=262(13) 3=131(B) I _ E % F ` b t STATE 0` T to-Zo i cv ORtOP S O� A� NGN\ 37 Job Truss Truss Type Oty Ply 1 , 8445 FGi FLATGIRDER 1 " 3 Job Reference (optional) --SoufYiem T7Vss`C'o' b1tPIEtEe`FL A95Y"-'� �i2un-831E-��u1 2fH 3Prini0�s-3n1,2•,i`201 gWiFeklndustnesrine -MwlJov35"4627;5-t2018-Rage i•-= ID:LxnxJzWDazkBGVaFRbMTFdyJYgo-z9Rmj2ATn4udkOtrL_pzFTbuM-aiRDLS3fEaHwyFboc 3$d 1 6-44 941-3 1 11 14d-3 1 17-0-3 1&:-2 1 22$-0 I 24-2-5 i211-0 2Q-q-0 2$-0 2$-0 2$-0 2$-0 2-&14 1$-5 1-10.11 -3-0 Oeaatm]M.-. in �10= 0 11rtc 3 1 43= h311 h8= ]. x1= I 9.Sv6 ]= 1[15c �h611 6a� 5 6 6 ] B 10 1 12 Wl 5 LW N WI 2i S1 ]1 30 10 18 17 16 11 13 3.Sa111 M, 1M= 1A1= 7X6 MR0 15.1= 3.5 15.8= •h611 >M= h111 3-8-4 e-4-4 9-0-3 1 11-83 14�1 -1 17-03 1 1a-8-2 22$-0 21 25 1 2� . 2-8-0 2$-e 2-314 1-aS t-10.it Plate Offsets (X,Y)- [1:0-4-8,04-12], [2:0-2-0,0-1-12], [3:0-1-12,0-1-12], [6:0-3-0,0-4-8], [8:0-2-0,0-1-12], [9:0-5-2,0-1-12], [10:0-4-0,G-1-0], [11:0-3-0,04-0], it5:0-3-4 0-1-01 [16:0-3-0 0-1-12] [17:0-2-0 0-1-12] [19:0 4-0 0-5-41 [20:0-1-120-1-1z] [21:0-2-0 0-1-121 [22:0-3-8,0-1-8] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L-) 0.35 19 >738 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.63 19 >409 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WS 0.94 Horz(CT) -0.02 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatrixS Weight: 518 lb FT = 4% LUMBER - TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 TOP CHORD WEBS WEBS 2x4 SP No.3'Except' 1-23=136/444, 1-24=1224614164, 1-22=4234/12485, 2-22=5741/2007, WI: 2x6 SP No.2, W2: 2x4 SP No.2 2-24=12246/4164, 2-21=3262/10081, W4: 2x8 SP No.2 2-25=21262/7082, 3-21=4470/1484, 3-20=1912/6105, BRACING- 3-25=21262/7082, 4-20=2707/895, 4-19=569/2142, TOP CHORD 3-26=26722/8792, 5-19=1699/616, 6-19=708/1585, Structural wood sheathing directly applied or 6-0-0 4-26=26722/8792, 6-18=2388/941, 7-18=-201015404, oc pudins, except end verticals. 4-27=28641/9302, 7-17=4640/1687, 8-17=3745/10426, BOT CHORD 5-27=28641/9302, 8-16=-5589/2149, Rigid ceiling directly applied or 10-0-0 oc bracing. 5-28=28608/9290, 9-16=-4393/12097, 9-15=-4472/3000, 6-28=2860819290, 10-1 4=221563,11-14=336/797, - REACTIONS. (lb/size) 6-29=26950/8589, 9-14=2182/13 1 = 7398/0-8-0 (min. 0-2-1) 7-29=26950/8589, 15 = 5682/0-M (min. 0-1-9) 7-30=22117/6815, NOTES - Max Uplift 8-30=-22117/6815, 1) 3-ply truss to be connected together with 10d 1 =-2650(LC 4) 8-31=12793/3495, (0.131"z3') nails as follows: 15 =-3581(LC 5) 9-31=1279313495, 9-32=-682/274, Top chords connected as follows: 2x6 - 2 rows Max Grav 10-32=682/274, 10-11=-6821274 staggered at 0-7-0 oc. 1 = 7398(LC 1) BOT CHORD Bottom chords connected as follows: 2x6-2 rows 15 = 5682(LC 1) - 22-23=355/1013, staggered at 0-9-0 oc. 21-22=4164/12246, Webs connected as follows: 2x4 - 1 row at 0-9-0 FORCES. (Ib) 20-21=7082/21262, oc, 2x8 - 2 rows staggered at 0-9-0 oc. Max. Comp./Max. Ten. - All forces 250 (lb) or less 19-20=8792/26722, 2) All loads are considered equally applied to all except when shown. 18-19=8689/27210, plies, except if noted as front (F) or back (B) face TOP CHORD 17-18=6815/22117, in the LOAD CASE(S) segi4p P(y to ply 1-23=-136/444, 1-24=12246/4164, 16-17=3495/12793, 15-16=0/2356, connections have r�bFbJitl��l(fiL# t lute only 2-24=12246/4164, 2-25=2126217082, 14-15=012356 loads noted as �f � uANls¢}]rth 3-25=2126277082, WEBS indicated. \ p� - 3-26=26722/8792, 4-26=-26722/8792, 1-22=4234112485, 2-22=5741 Y2o07, 3) Wind: AS 717a� u[t_i MCI Ks 4-27=28641/9302, 2-21=3262/10081, gusftng�t 32mph TC L=5.'Org --- 5-27=28641/9302, 5-28=-28608/9290, 3-21=447011484, 3-20=-1912/6105, BCf; h �i8ft; tl[f 6-28=-28608/9290, 4-20=2707/895, 4-19=569/2142, GC RS (envelope ; ntil v r left- d Lur�r 00 ate g Continued on page 2 _ ! x nZ STATE <OP,tD? sof j I I l NG�\\\�� En Job Truss Truss Type Qty Ply 8445 FG1 FLAT GIRDER 1 Inh Rnfcronrn lnnf'nnon r-..:xouufeln�rnrss:u�-rnfr.r^r^=-�-A:y.71-�._. - a:31U3,.,1ui272D19 P.nnt:- =3 sJUL272019-17ekJndustries�Ane._-6cINov2316:3Z543gdl9_Fage-2--. ID: LXnxJzWQ=kBGVaFRbMTFdyJY9v-z9Rmj2ATn4udkQttL_pzFrbuM_aiROL53fEaHwyFb= NOTES- 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2650 lb uplift at joint 1 and 3581 lb uplift atjoint 15. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 lb down and 405 lb up at 0-11-4, 886 lb down and 430 lb up at 2-10-0, 1207 lb down and 446 lb up at 4-10-0, 1181 lb down and 429 lb up at 6-10-0, 1181 lb down and 429 lb up at 8-10-0, 1181 lb down and 429 lb up at 10-10-0, 1181 lb down and 429 Ib up at 12-10-0, 1171 lb down and 428 lb up at 14-10-0, 1171 lb down and 428 lb up at 16-10-0, 1171 lb down and 428 lb up at 18-4-0. 654 lb down and 321 lb up at 19-10-0, 439 lb down and 910 lb up at.2t1-10-0, and 204 lb down and 639 lb up at 23-10-0, and 198 Ito down and 690 lb up at 25-9-12 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 (plf) Vert: 1-11=-70, 11-12=70, 13-23=20 Concentrated Loads (lb) Vert: 1=813(B) 11=325(B) 4=1181(B) 7=-1171(B) 8=654(B) 24=-886(B) 25=1207(B) 26=1181(8) 27=1181(B) 28=1181(B) 29=1171(B) 30=1171(B) 31=397(B) 32=272(B) ! 1 t t�k STATE 7 ` Job Truss Truss Type Oty ply , f 8445 FG2 Flat Girder 1 q Southern T1uss C G d P L@m1�49s'���-yam., Rurr93itLc-:InLn54Pn�a a a'an.�-,..vrm�r.wa...s..u�.,. Job Reference (opbonaD ��� ��.,,,cmnuuauroa,vti. mun rvw zD'IO:L r:DZ'Lltt`J oenetc.do 'Wm 2 11 t la:o-c-a,o-,-ul, [14:U-2-u,0-1-12], [15:0-1-12,0-1-81, [17:0-4-0,Edge]. [19:0-1-12,6-1-81, [26:0-2-0,0-i-12]. [21:0-2-4.0-i-81. [2z:0-2-12' .a1-al LOADING(psl) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC DEFL. in (too) I/dell L/d PLATES GRIP TCDL 15.0 Lumber DOL 1.25 0.66 BC 0.70 Vert(LL) 0.44 17 Vert(CT) -0.71 17-18 >526 240 >327 180 MT20 244/190 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix-S Weight: 2011b FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 TOP CHORD WEBS WEBS 2x4 SP No.3 *Except* 1-22=273411145, 1-2=4581/1790, 11-13=1675/3777, 1-21=1896/4855, W1: 2x8 SP No.2 BRACING- 2-3=8271/3269, 3-4=1103314448, 10-1 3=1 735/825, 2-21=2265/923, TOP CHORD 4-5=11981/4752, 5-6=11642/4593, 10-14=1260/3541, 2-20=1686/4205, Structural wood sheathing directly applied or 2-11-8 6-23=11642/4593. 7-23=11642/4593, 9-14=1653/610, 3-20=1937/804, oc pudins, except end verticals. 7-24=-10703/4229, 9-15=98812657, 3-19=1342/3146, 8-1 5=1247/500,4-19=1520/692, BOT CHORD Rigid ceiling directly applied or 7-9-0 cc bracing. 8-24=10703/4229, 8-25=897713582, 9-25=8977/3582, 9-26=-6645/2714, 8-16=-737/1966, 4-18=-347/1081, 7-16=-880/361, 5-18=-062/173, REACTIONS. (lb/size) 10-26=-0645/2714, 10-27=3537/1608, 7-17=-415/1070, 5-17=-469/235, 22 = 2878/0-4-0 (min. 0-1-8) 11-27=3537/1608, 11-12=1770/904 6-17=2861131 12 = 1880/0-8-0 (min. 0-1-8) BOT CHORD NOTES. Max Uplift 22 20-21=179014581, 1) 2-ply truss to be connected together with 10d =-1185(LC 4) 12 =-941(LC 4) 19-20=3269/8271, - 18-19=-0448I11033, (0.131"z3") nails as follows: Max Grav 17-18=-4776/12046, Top chords connected as follows: 2x8-2 rows 22 = 2878(LC 1) 16-17=4229/10703, staggered at 0-9-0 cc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4- 1 12 = 1880(LC 1) 15-16=3582/8977, row at 0-9-0 oc. FORCES. (lb) 14-15=2714/6645. Webs connected as follows: 2x4 - 1 row at 0-9-0 Max. Comp./Max. Ten. - All forces 250 (lb) or less 13-14=1608/3537 WEBS cc. 2) All loads are considered equally applied to all except when shown. TOP CHORD 11-13--1675/3777, 1-21 =1 896/4855, plies, except if noted as front (F) or back (B) face 1-22=-2734/1145, 1-2=4581/1790, 2-3=827113269, 3-4=-1103314448, 10.13=1735/825, 2-21=2265/923, 10-14=1260/3541, 2-20=1686/4205, in the LOAD CASE(S) se, 14 Illvvv/to ply connections have e`Qr�bkJidi�)f�hyt� only 9-14=1653/610, 3-20=1937/804, loads noted as F (`1�a1" eee S 4-5=11981/4752, 5-6=-11642/4593, 9-15=-9882657, 3-19=134213146, -234 11 642/4 93, 7-23=1164214593, 8-15=1247/500, indicated. �- �_C---�L-��`y 29, 4-19=1520/692, 8-16=737l1966, 4-18=347/1081, 3) Wind: AS �;17ulY rvmpwL6`.se�r i fuplto 8-24=-10703/4229, 8-25=8977/3582, 7-16=8801361, 5-18=-462/173, gust) -'t3 mpb`, .0 f, BCDL4 1Htt� Cif. 9-25=-8977/3582, 9-26=-6645/2714, 7-17=-415/1070, 5-17=-469235, , Inc GCpi- 8 RS (envelopy); file a Veft = Continued on page 2 and righ(e dFkuml�9FDZSL t¢ grip= t STATE (ORID 40 A11��G\\\\\\ 39 Job Truss Truss Type qty Ply I� L8445 FG2 Flat Girder 1 2 ,�attthe[A S1ysaCo.,_EodPie[ce,-EL.34951--. =._. R ,:";x �.7�D1SP�a1 .31Ds u127�20191v1iTek-{ndustries Job Reference (optional) -Inc-NI Noo-25162 orc 7.52201-Page2- - -- - - ID:LX"JZWOaxkBGVaFRbMTFdyJY9v-RL?BwOA6YNOTMaS2NKCngBZNOulAggbIL7gMyFbob NOTES- 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1185 lb uplift at joint 22 and 941 lb uplift at joint 12. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 383 lb down and 246 lb up at 0-3-10, 229lb down and 141 lb up at 2-5-13. 272 lb down and 142 lb up at 4-5-13, 903 lb down and 541 lb up at 6-4-12, 556 lb down and 267 lb up at 8-4-12, 263 lb down and 164 lb up at 10-4-12, 220 lb down and 148 lb up at 124-12, 220 lb down and 148 lb up at 144-12, and 220 lb down and 148 lb up at 164-12 , and 85 lb down and 368 lb up at 18-5-8 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 (plf) Vert: 1-11=70, 12-22=20 Concentrated Loads (lb) Vert: 1=383 5=556 2=200 3=265 4=903 23=244 24=205 25=-205 26=205 27=153 \\\\\\PNA M I 134�//-���// EIV, � i PE 7 r t _ _ U t STATE / F t'<-Zo i Roof Special ID:LXnxJzWOaxkBGVaFRbMTFdyJYBv-RL?ewOA6YNOTMaS2viKCng66f026AUGbIJ_7gMyFbob F 2�� 2-0-0 ux4 II = 2 LOADING(psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCDL 15.0 ' 1 Lumber DOL 1.25 TC 0.07 BC 0.04 Vert(L-) -0.00 4 >999 240 MT20 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Vert(CT) Horz(CT) -0.00 0.00 34 3 >999 180 BCDL 10.0 Code FBC20171FP12014 Matrix-P n/a n/a Weight: 22 lb FT=4% LUMBER. TOP CHORD 2z4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4 = 88/0-5-12 (min. 0-1-8) 3 = 88/Mechanical Max Uplift 4 = -37(LC 6) 3 = -37(LC 6) Max Grav 4 = 88(LC 1) 3 = 88(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 4 and 37 Ib uplift at joint 3. LOAD CASE(S) Standard / PE7 1 t ` t STATE 0 k\ ,c 1 6-Zo ORtO -I II I MO We Job 8445 Truss Truss Type Qty , Ply FT2 Roof Special 1 1 Job Reference o ticnai) - -- _ SouthemirosSSo:; Fort-Prerce,ft�4951- Run-8:370-s•-JoF27 2019 Print 8:318s4et27-2019 MTzKlndustdes; Inc? Mon Nov ge9 ID:LXnxJzWQaxkBGVaFRbMTFdyJY9wvYZWakBkJhaK_k1ESPrRKugHPoNLvLVNxzjgMoyFbca 2-&0 2-� UA 11A 11 2 LSN 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES_ GRIP TCLL 20.0 . - r Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 18 lb FT = 4% 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 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 88/0-5-12 (min. 0-1-8) 3 = 88/Mechanical Max Uplift 4 = -37(LC 6) 3 = -37(LC 6) Max Grav 4 = 88(LC 1) 3 = 88(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8. MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 4 and 37 lb uplift at joint 3. LOAD CASE(S) Standard \\\N 'IV'- BG ���ii i PE 7 STATE l ij �`.�ORIfl?/���� //SS oN AL ISNG\\\\\\ 41 Job Truss Truss Type Oty Ply 8445 FT3 Roof Special 1 1 Job Reference (optional) Jui-2i-2u19 MI+eWlndustneS,Inc: -Mon Nov-25 W,.27,532019• Page 4-- -- ID:LXnxJzWDaxkl3GVaFRbMTFdyJY9v-vYZWakBkJhaK_k1ESPrRKugHPoNLvL%MXzIgMoyFboa 2-3-0 2-3_p U4= 1.50 II 1.5H n LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 . f Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES NB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 15 lb FT=4% 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 2-3-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 8810-5-12 (min. 0-1-8) 3 = 88/Mechanical Max Uplift 4 = -37(LC 6) 3 = -37(LC 6) Max Grav 4 = 88(LC 1). 3 = 88(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6y Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 4 and 37 lb uplift at joint 3. LOAD CASE(S) Standard IV I B� L�CENS`(�i/�/ � �` r I I� � TE r� 0`� T 1 -ZO i !v `4 CRID S O i AIL 42 Job Truss Truss Type Qty . 8445 HJ4 Diagonal Hip Girder 2 :Ilob Sm trR ?n e-r' F rrP Ft 34951 R •'8 1 Reference (optional) - u.7. .3 0 sjuT 27 20 9 runt. 8.310 s JUI 2/ 20f9 MITek Indusfries,ana-WonNoV 25 16:27:53 2019 Pagel -.- ID:LXnxJZWQa kBGVaFRbMTFdyJY9v-vYZW8kBkJh8K_k1ESPrRKu954oCEWUlxzj9MoyFboa LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 - q Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.06 4-5 >767 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.07 4-5 >628 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P 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 or6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi rek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 19/Mechanical 4 = -53/Mechanical 5 = 200/0-11-5 (min. 0-1-8) Max Horz 5 = 116(LC 4) Max Uplift 3 = -83(LC 8) 4 = -88(LC 19) 5 = -394(LC 4) Max Grav 3 = 57(LC 35) 4 = 74(LC 22) 5 = 410(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=256/223 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3{r0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 88 lb uplift at joint 4 and 394 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 207 lb up at 3-7-8, and 118 Ib down and 207 lb up at 3-7-8 on top chord, and 59lb down and 143 Ito up at 3-7-8, and 59lb down and 143 lb up at 3-7-8 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 PLATES GRIP MT20 2441190 Weight: 20 lb FT=4% Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 1-4=-20 Concentrated Loads (lb) Vert: 6=201(F=101, B=101) 7=188(F=94, B=94) 43 Truss Truss Type Qty . Ply ;Fi HJ4A Diagonal Hip Girder 1 1 - -_— c —rNss�Co"-Fo"FL 3495'r Job Reference t tiona0 cep -Run.8.310 s Jul 27 Ml9Ynnt. 8.3 s Jul 27 201 JMlek Industries, Inc. Man Nov 251627:54 2019 Page 1 ID:LXnxlzWQaxkBGVaFRhMTFdyJV9v-Nk6uL4CM37GBbtcQ07Ngs5DIFCZzeoouldTEuFyRwZ 2 169 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.03 4-5 >993 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 SC 0.66 Vert(CT) 0.04 4-5 >807 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.08 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: lB lb FT=4% 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 5-5-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -35/Mechanical 4 = -89/Mechanical 5 = 220/0-11-5 (min. 0-1-8) Max Horz 5 = 102(LC 4) Max Uplift 3 = -110(LC 19) 4 = -132(LC 19) 5 = -389(LC 4) Max Grav 3 = 47(LC 22) 4 = 90(LC 22) 5 = 396(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 132 lb uplift at joint 4 and 389 to uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 Ib down and 207 to up at 3-7-8, and 118 lb down and 207 lb up at 3-7-8 on top chord, and 59 Ito down and 143 lb up at 3-7-8, and 59 Ito down and 143 lb up at 3-7-8 on bottom chard. 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 Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 1-4=20 Concentrated Loads (lb) Vert: 6=201(F=101, B=101) 7=188(F=94, B=94) \�Q)�• L\CE1VS�:��i�% PE ` "a 1 STATE i��iFSs O j Ai ENG�\��� Job Truss Truss Type Q" ply 8445 HJ4C Jack -Open 2 1 Job Reference ro tiona Southern Truss Cohort Pierce;'FL 349Si-----Run:8.310s 20191 no2B31H's7uI272019 MiTeklndustrte�- lnc. Mon Nov 25'16:27:542019`Page1-- 15a 11 LOADING(psf) - ; SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(l) -0.04 4-5 >800 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.04 4-5 >926 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Hom(CT) 0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT=4% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 28/Mechanical 5 = 635/0-1-8 (min. 0-1-8) 4 = -108/Mechanical Max Horz 5 = 127(LC 6) Max Uplift 3 = -50(LC 10) 5 = -464(LC 6) 4 = -108(LC -1) Max Grav 3 = 28(LC 1) 5 = 635(LC 1) 4 = 117(LC 6) WEBS 2-6=384/454 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MIWFRS (envelope) and C-C Intenor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift aljoint 3, 464 lb uplift at joint 5 and 108 lb uplift at joint 4. FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less Standard except when shown. WEBS 2-6=384/454 PN) ut I 134 \�GENS��%�/ice PE 7 1 t A— Ix b t STATE 0 �<' 6-Z .�ORID � S O I A ENG\\\�� 45 Job Truss Truss Type Qty . Ply 8445 HJS Diagonal Hip Girder 2 1 Job Reference -(optional) Run. 8.310 s Jel a 2uia Print: 8.310 s Jul 21 20t s Mi i ek Industries. Inc. Mon Nov 25 16:27:55 2ir19 Pagel ID_LXnxJzWOaxkBGVaFRbMTFdyJY9vrwgGYQD_gK?2D1BraggvPJmRQb_eNFZ.I_HCnQhyFboY LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.87 Vert(LL) I -0.06 4-5 >775 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.07 4-5 >629 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Hom(CT) -0.17 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight: 23 lb FT=4% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 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. MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 5/Mechanical 4 = -87/Mechanical 5 = 418/0-11-5 (min. 0-1-8) Max Harz 5 = 132(LC 4) Max Uplift 3 = -77(LC 8) 4 = -120(LC 19) 5 = -536(LC 4) Max Grav 3 = 46(LC 32) 4 = 79(LC 24) 5 = 576(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-335/315 hPl114•Y 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift atjoint 3, 120 lb uplift at joint 4 and 536 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 541b up at 1-8-14, 63 lb down and 54 lb up at 1-8-14, and 41 lb down and 45 lb up at 4-6-13, and 179 lb down and 322 lb up at 4-&13 on top chord, and 23 lb up at 1-8-14, 23 lb up at 1-8-14, and 7lb down and 14 lb up at 4-6-13, and 119 lb down and 244 lb up at 4-&13 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=20 Concentrated Loads (lb) Vert: 6=7(F=4, B=-4) 7=160(B) 9=152(F=3, B=154) �. ��CENSF l6 PE7 � t x 1 l�\ STATE ` i0 cit' Zo i �ORID N��� 46 Job Truss Truss Type Qty . 8445 HJ6 Diagonal Hip Girder 1 71jb Reference (optional) hem Tn1ss Co., Porl rrz, R 94951 ---Run. 83105 3oF2P?01 YPnnt. 8.310 s Jul 27%19 MrTek Indu`stnes; Inc-Mon-Ncv25 16:27:55 2019•Taget= - -- ID:LXnxJZWQmkBGVaFRbMTFdyJY9v-rwgGYQD_g102DIBmquvPJMYQbuJNEa1_HCnQhvFboY 47-0 9-0-13 4-7-048-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ydefl Ud TCLL 20.0 . 1 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.15 4-5 >500 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.15 4-5 >511 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) .0.10 3 n/a n/a BCDL 10.0 Code FBC20171FP12014 MatrixS LUMBER. TOP CHORD 2x4 SP M 31 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 152/Mechanical 4 = 21/Mechanical 5 = 236/0-11-5 (min. 0-1-8) Max Horz 5 = 164(LC 4) Max Uplift 3 = -160(LC 8) 4 = -10(LC 9) 5 = -434(LC 4) Max Grav 3 = 152(LC 1) 4 = 85(LC 24) 5 = 492(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-333/312 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 3, 10 lb uplift at joint 4 and 434 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 207 lb up at 3-7-8, 118 lb down and 207 lb up at 3-7-8, and 41 lb down and 59 lb up at 6-5-7, and 41 Ito down and 59 lb up at 6-5-7 on top chord, and 59 lb down and 143 lb up at 3-7-8, 59 lb down and 143 lb up at 3-7.8, and 13 lb down and 7lb up at 6-5-7, and 13 lb down and 7 Ito up at 6-5-7 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 (BY PLATES GRIP MT20 244/190 Weight: 29 lb FT = 4% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 1-4=20 Concentrated Loads (lb) Vert: 6=201(F=101, 8=101) 8=188(F=94, B=94) 9=12(F=6, B=6) Nil ENS�.�� PE7 ` _= I %O`, olaZo ;tv� EVA Job Truss Truss Type Oty . Ply 8445 HJ8 Diagonal Hip Girder 4 1 Job Reference (optional) r ntii n. FL 34vo i mun: n.st u s- Jm zu zulb ; nnt: tsslu s Jul 2(2Dt97NI l ER lnpustnes,me WonYJov2516:27352019'Page 1 -- _ ID:LXnxJzWpaxkBGVaFRbIATFdyJY9v-J7EfmmDcbcXvr81p8YPeyWaL7BD6gRBDxyLz7yFboX rrein 1.4 n --- ,2.6-12, 6-114 11-10-12 2-1-1 TN-1 5-ll 4A-12 4-1 1-4 LOADING(psf) SPACING- 2-0-0 CSf. DEFL. in (loc) I/defl Vd PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.98 Vert(L-) 0.12 6-7 >907 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.20 6-7 >570 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) -0.10 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixS Weight: 48 lb F1=4% 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 3-1-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 200/Mechanical 5 = 204/Mechanical 8 = 354/0-11-5 (min.0-1-8) Max Horz 8 = 212(LC 22) Max Uplift 4 = -160(LC 4) 5 = -145(LC 8) 8 = -507(LC 4) Max Grav 4 = 200(LC 1) 5 = 215(LC 35) 8 = 603(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/236, 2-9=421/283, 9-10=385/279, 3-10=336/266 TOP CHORD 1-2=386/236, 2-9=421/283, 9-10=385/279, 3-1O=336/266 BOTCHORD 1-8=208/383, 8-12=356/310, 12-13=356/310, 7-13=356/310, 7-14=3561310, 6-14=356/310 WEBS 2-8=331/238, 3-6=344/395 NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip. DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 to uplift at joint 4, 145 lb uplift at joint 5 and 507 Ib uplift at joint 8. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 207 Ib up at 3-7-8, 118 lb down and 207 lb up at 3-7-8, 41 lb down and 59 lb up at 6-5-7. 41 Ib down and 59 to up at 6-5-7, and 90 Ib down and 127 lb up at 9-3-6, and 90 Ib down and 127 lb up at 9-3-6 on top chord, and 59 lb down and 143 Ito up at 3-7-8, 59 Ib down and 143 Ib up at 3-7-8, 13 lb down and 7 lb up at 6-5-7, 13 lb down and 7 to up at 6-5-7, and 271b down at 9-3-6, and 27 lb down at 9-3-6 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 (pit) Vert: 1-4=70, 1-5=20 - Concentrated Loads (lb) Vert: 9=201(F=101, B=1 11=70(F=35, B=35) 12=188(F y.. -A i1t`�/ )F=6, B=6) 14=-24(F-12\" 1� 1/j_ 1 PE 7131 STATE s O I Flp i �NG��\�� M Job Truss Truss Type Oty . 8445 HJ8A Diagonal Hip Girder 1 17ob Reference (optional) Soudleni Truss Co -Fort Pierce; FL74951` dun. 8.�10 s Jul 27201 J'Pnnt: 83T0 s7ul 27 2019 MiTek Industries, Ine .Mon Nov 25 16:27:b82019 Pages ID:LXnxJzWO o*BGVaFRbMTFdyJY9o-J7EfmmDcbcXwBlpBYPByvJldc?Eh6gbBDxyLz7yFboX G-0-0 10-0-14 11-10112 6-M 4-0-14 1-e-14 1i411 U411 2-1-1 ,21s12 10-0-14 11 10-12 2-1-1 6-10 7-G2 I 1 314 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 r Plate Grip DOL 1.25 TC 0.78 Vert(LL). -0.14 6-7 >629 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.15 6-7 >605 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.17 Horz(CT) -0.11 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 MatrixS Weight: 42 lb FT = 4% 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 pudiins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Gt=length) 7=0-11-5, 6=0-11-5. (lb) - Max Horz 7= 212(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 7=404(LC 4), 6=-603(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 7=487(LC 35), 6=607(LC 35) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-334/312, 3-0=504/574 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; 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)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Gt=lb) 7=404, 6=603. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 207 lb up at 3-7-8, 118 lb down and 207 lb up at 3-7-8, 41 It, down and 59 lb up at 6-5-7, 41 lb down and 59 lb up at 6-5-7, and 90 lb down and 127 lb up at 9.3-6, and 90 lb down and 127 lb up at 9-3-6 on lop chord, and 59 lb down and 143 lb up at 3-7-8, 59 lb down and 143 lb up at 3.7-8, 13 Ito down and 7 lb up at 6-5-7, 13 lb down and 7 lb up at 6-5-7, and 27 lb down at 9-3-6, and 27 lb down at 9.3-6 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 (plf) Vert: 1-4=-70, 1-5=20 Concentrated Loads (lb) Vert: 8=201(F=101, B=101) 10=70(F=35, B=-35) 11=188(F=94, B=94) 12=12(F=6, B=6) 13=24(F=12, B=12) �o\111 I I H11117 Nj_B4Fq�iii i PE 7 I STgTE I F 0c 1 l' -Zo 4(; SS I I I I 1 NG�� 49 Jab Truss Truss Type Qty ply 8445 Ji Jack-0pen q 1 - Job Reference (optiona0 Southern Truss r..n-Fort Piarro-Fl 'IEaS� ,emu-a+n��.r-r'-�rr�av :..-e e. - ...cr... am rage i ID:LXnxJzWQaxkBGVaFRbMTFdyJYso-nJolz5EEMwImTLK?hFwNUkr_oPIOrBVKRbhuVayFboW t-2-0 _2-0 h.= LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 'r Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 4lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied orb-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 2 = 92/Mechanical 3 = 12/Mechanical Max Horz 2 = 91(LC 1) 3 = .91(LC 1) Max Uplift 2 = -54(LC 6) 3 = -17(LC 6) Max Grav 2 = 92(LC 1) 3 = 23(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Cj . �_xCEN& i PE 7 ' 1 Lit-13 ATE -F RID a� S O A 1 l NG�� 50 Job r8445 Truss Truss Type Oty . Ply J2 Jack -Open 21 1 — Job Reference (optional) russ Co., Fort Pierce,FL 3495'— Rur 8.3105-Jn1272Df9-Pn.,.8.30's Jut27-z019-MTeR lndustries,-Inc: MomNov25"�8;27:572019-Pa- -- ID:L W urJzW/JaxkBGVaFRbMTFdyJY9vjLlcdz5EEMwfmTLK7hFwNUkrywPifre_I(RbhuVayFboW LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 - q Plate Grip DOL 1.25 TC 0.16 Vert(L-) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 9lb FT=4% 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 2-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -108/Mechanical 4 = -115/Mechanical 5 = 442/0-8-0 (min. 0-1-8) Max Horz 5 = 69(LC 10) Max Uplift 3 = -108(LC 1) 4 = -115(LC 1) 5 = -243(LC 6) Max Grav 3 = 50(LC 6) 4 = 66(LC 6) 5 = 442(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=257/326 TT NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MVJFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=108. 4=115. 5=243. LOAD CASE(S) Standard PE7� 1 � t ( �� t\ STATE �. 0 ZoOFID ZONAL O' AL tE-NG\\\��� 51 Job Truss Truss Type Qty . Ply �* 1 �8445 J2C Jack -Open 2 1 _ Job Reference (optional) , w,,. U..s,u a ., u, c/ �V / GV Ip 1V111 CR 1IlUUiU1Ci, 111{:. I0w, ,iuv,5 iG:27:5 2019 P.9& i ID:LxnxJzWQackBGVaFRbMTFdyJY9vnJolz5EEMWfmTLK?hFWNUkryPPilr9CKRbhuVayFboW 26-0 2-6-0 M= 2-" LOADING(psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0. 1 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 9lb FT=4% 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 2-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1511Mechanical 4 = 69/Mechanical Max Horz 3 = 225(LC 1) 4 = -225(LC 1) Max Uplift 3 = -99(LC 6) 4 = -52(LC 6) Max Grav 3 = 151(LC 1) 4 = 69(LC 1) FORCES. (lb) Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4621269, 2-3=-048/264 BOT CHORD 1-5=225/455, 4-5=-225/455 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard �10ENg�:��i�% PE 7 ' I \ STATE ✓� y O . cIt'<Zo �tv s O' A i�NG\\\��� 6% Job ,8445 Truss Truss Type Qty . Ply jJ3 Jack -Open 2 1 Southem Truss-€o:�ori-Rierce;-F 9 ---� L 3495 - -� Run: 8.310r-Jul '2049 Print 8:310 s JuF27 2819 JM"k Inddsce (optionM i4 251 — _ c. on ov 516:27:58�019-Page-Y - -- _ - ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-GVMPBRFs7Dnd4VvBFZRclx05Hp47aaHUgFRR10yFboV 2vs LOADING(psf) _ 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017fFPI2014 Matrix-P Weight: 11 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -223/Mechanical 4 = -216/Mechanical 5 = 718/0-8-0 (min. O-1-8) Max Horz 5 = 85(LC 10) Max Uplift 3 = -223(LC 1) 4 = -216(LC 1) 5 = 406(LC 6) Max Grav 3 = 111(LC 6) 4 = 127(LC 6) 5 = 718(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-411/533 WEBS 2-5=411/533 NOTES- 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=223, 4=216, 5=406. LOAD CASE(S) Standard \\Q7j \_\GEN&' i PE7 � � - -T r t f i _ U t STA GRID?� 53 ,Job ` Truss Truss Type Qty , Ply 8445 J3A Jack -Open 1 1 Job Reference (optional) —SaOthem Truss Co., FotCP3rce, FL=34951 —Ran:-8:3f0's-J0127-30i9 Print 8.310 s Ju12720151Nifeklnaustnes-Inc Mon Nov 251627:582019=Pa a-1 g ID3-2-0 VJ!]axkBGVaFRbMIFdyJY9v-GVMPBRFs7Dnd4VvBFZRc7x07hp3DabZUgFRR10yFboV 3-2-0 3-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 . 1 Plate Grip DOL 1.25 TC 0.16 Vert(L-) -0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL -1.25 BC 0.19 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-P Weight: ll lb FT=4% 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 3-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -18/Mechanical 4 =-431Mechanical 5 = 34110-&0 (min. 0-1-8) Max Horz 5 = 85(LC 10) Max Uplift 3 = -25(LC 19) 4 = -43(LC 1) 5 = -174(LC 6) Max Grav 3 = 2(LC 8) 4 = 30(LC 6) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=21 M59 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 5=174. LOAD CASE(S) Standard PE 7 ` 1 �\ STATE ` O 1 6-zoo s of I I 54 Job ti r8445 Truss Truss Type Qty Ply J3B Jack -Open 1 1 - Job Reference (optional) Southe Truss Co., Fort Pierce, FL 34951 Run: 8.310 s7uT27 20191Tnn2 8310s Jbf2 2019-MTe InCustries, Ina Mon P67261627:58 2019 age-r— ID:tXnxJzWQaxkBGVaFRbMTFdyJYBvGVMP.BRFs7Dnd4VvBFzRclx08rp5OacJUgFRR10yFboV 7-10A I s' n LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 - 7 Plate Grip DOL 1.25 TC 0.09 Vert(L-) 0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3-4 >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/rP12014 Matrix-R Weight: 7lb FT=4% 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 1-10-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 77/Mechanical 2 = 57/Mechanical 3 = 20/Mechanical Max Horz 4 = 41(LC 10) Max Uplift 4 = -5(LC 10) 2 = -54(LC 10) 3 = -5(LC 10) Max Grav 4 = 77(LC 1) 2 = 57(LC 1) 3 = 34(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. a NOTES- 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) • This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where a rectangle 3{r0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. - LOAD CASE(S) Standard PE 7 ` I STATT— � t STE 1 6-Zo IA 55 Job Truss Truss Type Oty . Ply �8445 J4 Jack -Open 15 1 Job Reference (optional Truss Cc:, Fort Pierce, FC 34 Run: 831Vs JU127 2019 Pnnt: 8.310-syul 272019 MTek Industries,-inu Mon-Nov=2546-27:592019 -Pagel ID:LX=JzWOaxkBGVaFR6MTFdyJY9v-IdwnOnGVUXvUffUOpgyrZ9w17DOIJ2kdwA7ZSyFboU LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 'Ud PLATES GRIP TCLL 20.0 T Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-P Weight: 15 lb FT = 4% 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 4-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 57/Mechanical 4 = 2/Mechanical 5 = 340/0-8-0 (min. 0-1-8) Max Horz 5 = 117(LC 10) Max Uplift 3 = -70(LC 10) 5 = -149(LC 6) Max Grav 3 = 57(LC 1) 4 = 27(LC 3) 5 = 340(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=2421273 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connedions. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (it --lb) 5=149. LOAD CASE(S) Standard 56 Job Truss Truss Type Ory -]ply 8445 J4A Jack -Open 3 1771 Job Reference (optional) Scuthem7wss Co . Fort"Pferce, FL 34951 Run: 8.31 O V uf27 2019 Pnnt: 8.3t0 s'7uT27 2019 MTek Indu'stfies, fnc.'Mon Nov 25'16:27:592019-Page ID:LXnx.IzWOmkBGVaFRbMTFdyJY9v KmOnGVuXWi UOpgyrZ9wllDOuJ2pdwA?ZSyFboU �I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in Qoc) Vdefl Vd PLATES GRIP TCLL 20.0 - f Plate Grip DOL 1.25 TC 0.17 Vert(L-) -0.00 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES NB 0.08 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P _ Weight: 13 lb FT=4% 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 3-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 30/Mechanical 4 = -12/Mechanical 5 = 331/0-8-0 (min. 0-1-8) Max Horz 5 = 104(LC 10) Max Uplift 3 = -53(LC 10) 4 = -12(LC 1) 5 = -154(LC 6) Max Grav 3 = 30(LC 1) 4 = 19(LC 6) 5 = 331(LC 1) FORCES. (lb) Maic. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=223/259 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=154. LOAD CASE(S) Standard NI ENS PE 7 � — a1 ATE Q`•ZO i !v 57 Job 18445 Truss Truss Type Qty . Ply J5 Jack -Open 4 1 - Job Reference (optional) russ Co., Fon Fierce, I-L s t$01 rzun.-877u s`Jam2o19 Pnnt 8.310 s Jul 2T`2019 MiTek Industries, lnc.—Mon-Nov2546:27:59 2019 -Page 1=— ID:LX=JzWQaxkBGl/aFRbMTFdyJY9v-kiwnOnGVuXvUifUOpgyrZ9wG7DMYJ2NdwA7ZSyFboU LOADING(psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(L-) -0.01 4-5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P 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 5-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mffek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 31/Mechanical 4 = -22/Mechanical 5 = 450/0-8-0 (min. 0-1-8) Max Hom 5 = 133(LC 10) Max Uplift 3 = -65(LC 10) 4 = -22(LC 1) 5 = -215(LC 6) Max Grav 3 = 31(LC 1) 4 = 29(LC 6) 5 = 450(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=301/350 NOTES- 1) Wind: ASCE 7-10; VuI1=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 5=215. LOAD CASE(S) Standard -- PLATES GRIP MT20 244/190 Weight: 18 lb FT = 4% PE 7 ` = t ) t STATE �O\�� OR ID - 58 Job Truss Truss Type City . Ply 8445 J6 Jack -Open 10 1 �otnem"TT1JS5 Co.. Fort — PierrP= FI id46'I-'"""— - F Job Referenceo .un: 8.31 s 7ul 27 20l u rnnntr83'f0 s J0 7--2UI U- 1Tek lodustries, Inc. on-No6251628:00 2019 Paged' ` ID:LXmJzWOaxkBGVaFRhMTFdyJY9v-CuU9c7H7fr1 LKpaaNNT46MTPUgW2Vbm8YwY6uyFboT 1cn wu a-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0. 1 Plate Grip DOL 1.25 TC 0.33 Vert(L-) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Weight: 21 to FT=4% 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 pur ins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 134/Mechanical 4 = 40/Mechanical 5 = 405/0-&0 (min. 0-1-8) Max Horz 5 = 165(LC 10) Max Uplift 3 = -125(LC 10) 5 = -150(LC 6) Max Grav 3 = 134(LC 1) 4 = 77(LC 3) 5 = 405(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=3321357 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=1b) 3=125, 5=150. LOAD CASE(S) Standard LIGE�N& PE 7 g5 S 0' ALE I�NG\\\\N 59 Job Truss Truss Type Qty , Ply ` 9445 J6G Jack -Open Girder 1 1 — o_rnrt '—aaumem truss u . rierrnwa¢rr�a Job Reference (optional) �— _.__.- ......................--. .".' — ,in,. nwu.rvov co w.ce.w am raye i = — ID:tXnxJZWOaxkBGVaFRbMTFdyJYgv-CuU9c7H7fr1 Q<p3aNNT46MTOzc t2WFm8YwY6uyFl20T &UU SP0 v. LOADING(psf) ; SPACING. 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.06 3-4 >932 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 21 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 39810-8-0 (min. 0-1-8) 2 = 148/Mechanical 3 = 285/Mechanical Max Horz 4 = 114(LC 8) Max Uplift 4 = -195(LC 8) 2 = -125(LC 8) 3 = -217(LC 8) Max Grav 4 = 398(LC 1) 2 = 148(LC 1) 3 = 301(LC 32) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. U4111*2 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=195, 2=125, 3=217. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 22 lb up at 1-1-13, and 403 lb down and 354 lb 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 Standard Uniform Loads (plf) Vert: 1-2=70, 34=20 Concentrated Loads (lb) Vert: 5=-58(B) 6=349(B) PE 7 ` I I "fl 1 STATE ✓"� 10\� T�t' Zo m Job , Truss Truss Type Oty Ply 8445 J8 Jack -Open 41 1 — r r• �w v a- JobR f / t' n -•• • • _..... r.u::. o.o:v a I cr 4u I a rnnl: c.alu s Jul z/ zul8 MI I ex mdustnes,-Ina- Mon Nov2516:28:00 2649-PAT e-t— ID:LXnxJZWOaxkBGVaFRbMTFdyJY9v-CuU9c7H7frl LKp3aNNT46MTJ7r1E2U4m8YWY6uyFboT and lm p -IR In Ix411 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 - 3 Plate Grip DOL 1.25 TC 0.74 Vert(L-) 0.13 4-5 >634 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.18 4-5 >440 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 28 lb FT=4% 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 3-9-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 203/Mechanical 4 = 72/Mechanical 5 = 48510-8-0 (min. 0-1-8) Max Horz 5 = 214(LC 10) Max Uplift 3 = -177(LC 10) 5 = -159(LC 6) Max Grav 3 = 203(LC 1) 4 = 120(LC 3) 5 = 485(LC 1) BOTCHORD 1-5=148/256 WEBS 2-5=-432/468 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cal. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and CC Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=177, 5=159. FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Standard TOP CHORD 1-2=3051191 BOT CHORD 1-5=-148/256 E34 ,\CENS� PE 7 STATE 0` c I G-Zo tv ORID \ I I I IENG\\\\\ 61 Job ,. Truss Truss Type Qty Ply 8445 J8G Jack -Closed GirderRni 1 1 Job Reference optional) iii T r ri o 4- -Run: 8:310-S-J01372II1"nnt 8.31 u s a3127 20t9 MiIexindostnes, Inc Mon tw2516:28:01 2019 Page-1 -- ID:LXnxJzWDaxkBGVaFRbMTFdyJy9v-g41XpTHID89Cxyemw6?Jfa0dVO?4nt6wMCf6eLyFboS 3A0 7-yp0-0 3d0 3 vv<n 9 LOADING (pi 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud Ti20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.03 5-6 >999 180 BCLL OA ' Rep Stress Incr NO WB 0.41 Horz(CT) 0.00 4 nla n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x6 SP No2 WEBS 2x4 SP No.3'ExcepC W'I: 2x6 SP No2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1204/0-8-0 (min. 0-1-8) 4 = 963/1viechanical Max Hom 6 = 160(LC 8) Max Uplift 6 = -416(LC 8) 4 = -434(LC 8) Max Grav 6 = 1204(LC 1) 4 = 963(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=7861281, 1-11571380 BOT CHORD 5-9=47311044, 4-9=47311044 BOTCHORD 5-9=473/1044, 4-9=47311044 WEBS 1-5=322/1076, 2-1 2-4=1244/564 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=SApsf; h=18ft; Cat. II; Exp C; Encl., GCpi=i MWFRS (envelope); cantilever left and right exposed ; 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=416, 4=434. 6) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 539 lb down and 210 lb up at 1-0-12, and 516 lb down and 209 lb up at 3-0-12, and 516 lb down and 209 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. PLATES GRIP MT20 244/190 Weight: 46 lb FT=4% 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=125, Plate Increase=125 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (Ib) Vert: 7=539(B) 8=516(B) 9=516(B) ivi i0 `�I'te•Zo ��� A 62 Job Truss Type Qy . Ply 8445 =jT8MP6 Common 3 1 .Inh Reference ronrl�nah FL: r Vo I r<mr. oa iG s dui 4f 2u iu Fnni:�sl u saorzrzUl9Y0rl' K-inuestneT inc con NOV25-1628:012019 Pagel ID:LXnxJzWQC kBGVaFRbMTFdYJY9v-941XpTMQl89Cxyem 57Jfa0WLolenxMwMCf6eLyFboS 7-10-0 gyp 7-10-0 p8-0 LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) -0.05 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.11 5-6 >717 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017IIP12014 Matrix-S 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 270/Mechanical 6 = 48210-8-0 (min. 0-1-8) Max Horz 6 = 191(LC 10) Max Uplift 5 = -152(LC 10) 6 = -168(LC 6) Max Grav 5 = 270(LC 1) 6 = 482(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-0=-410/462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=l 32mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 5=152, 6=168. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 32 lb FT=4% PE 7 ` I ' O 1 STATE �1 11 Ss O j A 63 rl Job , Truss Truss Type Qty Ply 8445 JBPA Common 1 1 Job Reference (optional) �Uu11 oa m s aw zr Iu ro mu eK MaUSmea; Inc' m=LN v=L596-..'"M 2019-f 3ge 1 '- — 64-0ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v-g4tXpTH089Cxyemw59Jfa0UgooCmVwMCfODLyFboS -a 64-0 0-8-0 34 ' .1-rra l 3-tea 5n= SSae C 2 9 Ceti lnat .NBm Plate Offsets MY)— [2:0-2-0.Edge] 13:Edoe 0-1-81 [4:0-2-00-0-41 [5:0-2-0 0-1-01 LOADING(psf) . e SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(L-) -0.08 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.16 4-5 >517 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 27 lb FT=4% 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 30210-8-0 (min. 0-1-8) 4 = 302/Mechanical Max Horz 5 = 141(LC 10) Max Uplift 5 = -83(LC 10) 4 = -160(LC 10) Max Grav 5 = 302(LC 1) 4 = 302(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=250/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) t This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 5 except Qt=lb) 4=160. LOAD CASE(S) Standard gL i PE 7 1 Y STATE _ STATE / F ;-Zo %tV ROD s o N I L IENG\\\\\\ . M-1 8445 In mumo.Jlus aui z1 zui"nnCB6.81us Jul 27*2019Tv17ek Industries, Inc. -MbnNov251628:022019-Pag€r ID:LXnxJzWDaxkBGVaFRbMTFdyJY9v-6HbwepINSSH326DzUoWYBnYe1DICWHv3bsP(AnyFboR 2-3-4 _ 2-7-12 9112 2J 4 ga-0 I LOADING(psf) - 1 SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.15 5-6 >553 240 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 5-6 >277 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING. TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length) 6=0-&0, 1=1-7-8. (lb) - Max Horz 1= 233(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 4=151(LC 10). 6=-481(LC 10), 1=130(1-C 1) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 1 except 6=709(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=716/647, 2-3=1005/979 TOPCHORD 1-2=716/647, 2-3=-10051979 BOTCHORD 1-7=414/384 WEBS 2-6=370/412, 3-6=1249/1157 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=5.0psf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for madions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 4, 481 lb uplift at joint 6 and 130 lb uplift at joint 1. LOAD CASE(S) Standard oewrn.eom.rrem PLATES GRIP MT20 2441190 Weight: 34 lb FT=4% \\\\\\PN) U i PE7 \` 1 A` * l/ i -O t STATE '-- o `. � 16-zo % <ORIDP.��G�� NAA L��NG\\\\\\ 65 Job �� Truss Truss Type Qty . Ply 8445 J9A Jack -Open 4 1 .f Job Reference lco8onall cuss Co., Fdn Pierce, FL-34951 Run gpnntF" .310 s Jul27-2019 MiTekfndustries-Inc'Mon Nov 25 16:28:02-2019- PageT-= ID:LxnxJzWGazkBGVaFRbMTFdyJY9v-8HbwepINBSH37bDzUoWYBnYkKQHu WP83bsPfAnyFboR 2-7-12 l 9-3-12 2-7-12 6A-0 -� LOADING(psf) . 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Verl(LL) 0.35 5-6 >275 240 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.43 5-6 >226 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.12 4 n/a n/a BCDL 10.0 Code FBC2017/1P12014 MatrixS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except* B2: 2x4 SP No.3 WEBS 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. MiTek recommends that Stabilizers and —] required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 251/Mechanical 7 = 477/0-8-0 (min. 0-1-8) 5 = 105/Mechanical Max Horz 7 = 233(L6 10) Max Uplift 4 = -198(LC 10) 7 = -142(LC 10) 5 = -10(LC 10) Max Grav 4 = 251(LC 1) 7 = 477(LC 1) 5 = 144(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=265/115 TOP CHORD 2-3=2651115 BOT CHORD 2-7=-473/258 WEBS 3-6=-220/348 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/IPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 4, 142 lb uplift at joint 7 and 10 lb uplift at joint 5. LOAD CASE(S) Standard Ce.d lmaD -114N PLATES GRIP MT20 244/190 Weight: 33 lb FT=4% 8� ICENS ,i��i PE 7 ` STATE Y \ i/�/SSOI A� m Job Truss Truss Type Ory . Ply 8445 JGE MONOPITCH SUPPORTED 2 1 Job Reference lc f It -- �• • •�• Hun, 6.310 s aul a 2019 rnnL 6.3lu s Jol z/ 2u1 B MI I eK mdusMes, Inc: Mon Nov 25 16:28:022D19 Page 1 ID:LxnzJzWQaxkBGVaFRbMTFdyJY9v-8HbaApINBSH3Z6DzUoWlBnYgkQPMW0x3bsPlAnyFboR -1-2-0 5-IG8 1-2 c 570-9 1.5r� II 5 B 8 7 6 24� II 1» II 1L II 1y4 II LOADING(psf) - i SPACING- 2-0-0 CSI. DEFL. in (loc) - Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ver(LL) 0.01 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Hcrz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R 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 5-10-8 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-10-8. (lb) - Max Horz 9= 167(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=243(LC 10) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except Qt=lb) 8=243. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 35 lb FT=4% `GEMS,T`i,� PE 7 ` BI STAT %.O`�a�t'-Zo W\\ OFID SOAE-G 67 Truss Truss Type Qty . Ply 1Job 8445 K1 Half Hip Girder 1 L SouthemTruss o FortFiarce, FL 34951 Run. 8.310 s Jul 27 2019 Print. 8-310 s Jul 21 2n4q Job Reference(optional) Mi l eak Ind„elnue 1— 0,,., nl,.,, os-,=.00:n•,,0,.>�-,.� . -' ID:LX=JzWQaxkBGVaFRbMTFdyJYgvcT91E9JTymPwBG092W1nK15wrgazFg6DgW6CiDyFboQ 1_100 S2� BE-6 12-&11 16-11-0 19-10-0 1100 3-0-3 ;-2-5 42S 2-11-0 56 = 2a411 Dead Uad NIL -IMN 6 7 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.13 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.20 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO VJB 0.89 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatrixS Weight: 316 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' W10,W1: 2x6 SP No.2 W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING. TOP CHORD Structuralwood sheathing directly applied or4-5-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (lb/size) 8 = 6119/041-0 (min.0-3-11) 13 = 4142/0-8-0 (min.0-1-11) Max Horz 13 = 414(LC 8) Max Uplift 8 =-2361(LC 8) 13 =-1679(LC 8) Max Grav 8 = 6284(LC 2) 13 = 4142(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=5961196, 2-3=678/292, Continued on page 2 TOP CHORD 1-2=596/196, 2-3=-078/292, 3-4=7272/2973, 4-5=5304/2051, 5-6=2402/871 BOTCHORD 1-13=-176/561, 12-13=-2614/5539, 12-14=2962/6634, 11-14=2962/6634, 10-11=2962/6634, 10.15=2039/4848, 9-15=2039/4848, 9-16=796/2045, 8-16=7962045 WEBS 2-13=336/223, 3-13=-00342465, 3.12=534/1350, 4-12=9962084, 4-10=2401/1240, 5-10=1832/4457, 5-9=4542/1994, 6-9=2279/6037, 6-8=5665I2210 NOTES- 1) 2-ply truss to be connected together with 10d (0.131":63 nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-8-0 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 8=2361, 13=1679. 8) Hanger(s) or other corn p�1 device(s) shall be provided suffici@ t���SW�bbtf 60 gtrated load(s) 23291b dQllkty r�1$rl4. C/-12, 1245 lb down ii yp•et— `IL}i9lb down and 49 y{�f?Nb1 ii,�o amend and Ibal�at 14-6-1 ,and 13 Ib o 4381b 1j6f/12, R3�wn end 4% lb uo.a 2 on bottom c o h the respol10b11&'9f olheStsfATEE / ORID M Job Truss Truss Type Qty ply 8445 K1 Half Hip Girder 1 2 - Southern Truss Co.. Fort Piercc. FL 34451 '� Run'-k41n a TiY9T )n1 Job Reference (ootionall LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-7=70, 1-8=20 Concentrated Loads (lb) Vert: 12=2329(B) 10=1186(B) 9=1246(8) 14=-1245(B) 15=1245(B) 16=1245(B) 9 PnnC 8.310's Ju1272019 M7ekln�usfries, Inc-Mdn�7ov 25 T6:28�3 Mfg -Pa ID:LXnxJzWDaxkBGVaFRbMTFdyJYgv T91E9J?ymPwBGo92W1nk?5wrgazFg6DgW6CiDyFboQ ul I E34Fq��i �.x -,,-I i PE 7 - ( _ t STATE (F _ <ORtDP: ////ASS oI I I IENG?\\\ Job ,1 Truss Truss Type Oty Ply 8445 K2 Half Hip 1 1 Job Reference (oo5onal) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 20T9T1hnl 8.310 s U f 27 2019"MiTek Industries, Inc. Mori Nov 25 16:28:04-201 "age 1 - Iva= 1.L111 OuatmaDel.tnein 1.5411 1-e-0 1�140 42-0 9A-0 160.0 17-2-0 1e-10.0 1d0 Q-4-n 2=4-0 I SGU 8.4-0 11-2-0 I 2-a-0 1 _Plate Offsets (X,Y)— r3:0-1-0,0-1-8],[4:0-4-0,Edge1,16:0-2-4,0-1-121, [8:0-2-12,0-0-12]. r10:0-1-12,0-1-8] [13:0-2-0,0-1-8] [14:0-2-0,0-1-8] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.10 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.55 Vert(CT) -0.13 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CI) -0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MalrixS Weight: 124 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 82,B4: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 . BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. MiTek recemmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 79510-8-0 (min. 0-1-8) 16 = 977/0-8-0 (min. 0-1-8) Max Horz 16 = 397(LC 10) Max Uplift 8 = -341(LC 10) 16 = -327(LC 10) Max Grav 8 = 795(LC 1) 16 = 977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=278/77, 2-3=1748/838, 3-4-1341 /565, 4-5=1204/577, TOPCHORD 1-2=278777, 2-3=1748/838, 3-4=1341/565, 4-5=1204/577, 5-6=564/221, 8-10=769/508 BOTCHORD 1-16=-62/269, 13-14=1327/1880, 12-13=783/1180, 11-12=-266/420, 10-11=2721417 WEBS 2-16=839/545, 2-14=-948/1549, 3- 10-1 1 11588, 5-13=-331326, 5-12=8551577, 6-12=205/513. 6-10=778/490 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-secend gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=341, 16=327. LOAD CASE(S) Standard �pN NI_B4Fq�iii PE 7 ` I I STATE i�0\G-Zo \�ORID?,� so AI�E�G\\\��� MO M.- Job Truss Truss Type Qty Ply 8445 K3 Half Hip 1 1 Job Reference (optional) ySbuthem Truss Co., Fort Pierce, FL 34951 - Run: 8.310 s Ju127 2019 Print 8.310 s-Juf27 2019 MTeKI!dustries, tnc.- M0 ov 25-46:28:04 20fi'u Paged - ID:LX"JzW.QmkBGVaFRbMTFdyJYBv 4fjgRVKdj3XmoQNLrDYOGGe3DEOLz65M3AumFgyFbaP i-10-0 42 2 98-0 14-0-0 17-2-0 1410-0 F 7-10-0 2 -:0 56-0 1 4-4-0 1 3-z-0 1 4d — 2,4 II peea LaaaoM • foam 5 e LOADING(pso - 7 SPACING- 2-M CS1. DEFL. in (loc) Udeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.09 12-13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.14 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,134: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3.13 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 795/0-8-0 (min. 0-1-8) 15 = 977/043-0 (min. 0-1-8) Max Horz 15 = 349(LC 10) Max Uplift 7 = -318(LC 7) 15 = -333(LC 10) Max Grav 7 = 795(LC 1) 15 = 977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=253/66, 2-3=1763/875, 3-4=1311/604, 4-5=769/388, 7-9=762/500 TOP CHORD 1-2=253/66, 2-3=-17631875, LOAD CASE(S) 3-4=1311/604, 4-5=769/388, Standard 7-9=762/500 BOT CHORD 12-13=1310/1888, 11-12=745/1144, 10.11=398/636,9-10=-416/638 WEBS 2-15=836/546, 2-13=959/1566, 3-12=774/602, 4-12=52/278, 4-11=639/430, 5-11=198/494, 5-9=813/509 NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrent with any other live loads. 4)' This truss has been desidn`ed fora live load' of 20.Opsf on the bottom chord in all areas where a rectangle 3£-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=318, 15=333. usn PLATES GRIP MT20 244/190 Weight: 118 Ib FT = 4% M I B��//-/���i PE 7 \ I tt\ STATE JI i0 <ORID?���� i///ss O A �,P\\\\�� rFW Job It Truss Truss Type Qty . Ply 8445 K4 Half Hip 1 1 [Job Reference (optional) aouDlem 1 runs co., ron rlerce, rL o4aol Kun: d.37 u s Jul 2r 2u18 YnnC tl.37u S J01 27 2(l19 MI I eK In0usu I. — ID: LXnxJzWOaxkBGVaFRbMTFdvJY9v-YsH21 4.<_ Inc -Mon Nov25 18:'c:05 2019'P3ge1 CeeGImE Deb • f116 in x,e = 1.1 II 1. c 11 1 4I -0 M-0 12&1-0�-04-0 0-0 11-74--21-01 I S5-i9-04 I 2 I Plate Offsets KY)— [3:0-1-00-1-81 [5:0-2-00-1-12](8:0-2-12 0-0-121 [13:0-4-0 0-1A1 [14:0.2-00-1-81 LOADING(psf) -? SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.09 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 13-14 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.60 Hom(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixS Weight: 119 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance -with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 = 795/0-8-0 (min. 0-1-8) 16 = 977/0-8-0 (min. 0-1-8) Max Hoe 16 = 300(LC 10) Max Uplift 8 = -326(LC 7) 16 = -333(LC 10) Max Grav 8 = 795(LC 1) 16 = 977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1764/898, 3-4=1315/635, 4-5=1297/770, 5-6i=-614/369, 6-7=614/369, 8-10=768/489, TOP CHORD 2-3=1764/898, 34=1315/635, 4-5=1297/770, 5-0=614/369, 6-7=-614/369, 8-10=7681489, 7-10=761/487 BOTCHORD 13-14=126511845,12-13=-522/823 WEBS 2-16=834/551, 2-14=-958/1567, 3-13=7551590, 4-13=347/326, 5-13=404/676. 5-12=-318/227, 6-12=313Y279, 7-12=527/882 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. I% Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrenl with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 8=326, 16=333. LOAD CASE(S) Standard OCENg�.?���ji PE 7 1 �` I V -rot STATE 1 >r �0`5 \ 1 6-ZO i !v S o I I 71 Job I Truss Truss Type Ory Ply 8445 K5 Half Hip 1 1 Job Reference (optional) ,V�.rdoa. - Run.6.olus outzttoiernnr:o.31us Jlll2/2UI9MIIex Inausmes,inc. Mon Nov2516:25:052019 Pagel -. Ii-I Ynv I- 1-1 1._ Deed bM6 -Ill6k 34 = 6 WII LSxS II LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.09 12-13 >999 240 MT20 244/190 TCDL 15.0- Lumber DOL 1.25 BC 0.58 Vert(CT) -0.1412-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.61 Horz(CT) I 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixS Weight: 111 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except' B2,134: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 795/0-8-0 (min. 0-1-8) 15 = 977/0-8-0 (min. 0-1-8) Max Horz 15 = 252(LC 10) Max Uplift 7 = -331(LC 7) 15 = -337(LC 6) Max Grav 7 = 795(LC 1) 15 = 977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1784/934, 3-0=1273/646, 4-5=894/536, 5-6=894/537, 7-9=764/483, 6-9=742/486 TOP CHORD 2-3=1784/934, 3-4=1273/646, LOAD CASE(S) 4-5=894/536, 5-6=894/537, Standard 7-9=-764/483, 6-9=-742/486 BOTCHORD 12-13=125811856, 11-12=£60/1086 WEBS 2-15=829/549, 2-13=970/1589, 3-12=853/643, 4-12=45/315, 4 I I1-258/174, 5-11=3701329, 6-11=-628/1048 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all'areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 . lb uplift at joint(s) except Qt=lb) 7=331, 15=337. Ira ((Job Truss Truss Type Qty Ply I8445 K6 Roof Special Ginter 1 1 Job Reference o tiona L 34951 Kuu: o.o iu s um a 2U19 Prim: c.a m s dul2Y 2u19"Mrl eKMUu5mes; mQ-Mon Nov 2519:2b-Uti2019 Pagel. ID:LXnxJzWQaxkBGVaFRbMTFdyJY9w12rQsALuFhnU2kW kjeaUMdjFglePR25fWLJNsJYyFboN 1-10-0 42-0 6-O0 10-M 13-" 177&0 1310-0 1-10-0 2h-0 310-0 2-8-0 2-B-0 310-0 2$-0 '•' ° 1 11 LOADING(psf) SPACING- 240-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.19 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.19 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(CT) -0.13 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 MatrizS Weight: 113 lb FT=4% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,134: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. WEBS 1 Row at midpt 7-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1040/0-8-0 (min. 0-1-8) 17 = 1046/0-8-0 (min. 0-1-8) Max Horz 17 = 227(LC 8) Max Uplift 8 = -920(LC 9) 17 = -807(1-C 8) Max Grav 8 = 1087(LC 40) 17 = 1046(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8Z&TQ0/'WV---2108/1382, c TOPCHORD 2-3=2368/1685, 3-4=2108/1382, 4-5=1578/1017, 5-6=157811026, 6-7=-1936/1303, 8-10=-1026/900, 7-10=964/638 BOT CHORD 15-19=1914/2307,, 19-20=1914/2307, 14-20=1914/2307, 14-21=1349/1916, 13-21=-134911916, 13-22=1314/1960, 12-22=1314/1960 WEBS 2-17=1122/762, 2-15=1493/2124, 3-14=-416/579, 4-14=-323/371, 413=-6651567, 5-13=-6481990, 6-13=7521597, 6-12=413/261, 7-12=1278/1957- NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=920, 17=807. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated . load(s) 54 lb down and 76 lb up at 10-&0 on top chord, and 112 lb down and 370 lb up at. 2-6-12, 85 lb down and 108 lb up at 4-6-12, 111 lb down and 122 lb up at .&6-12, 111 lb down and 127 Ito up at 8-6-12, 25 lb down and 15 lb up at 10-8-0, 111 lb down and 127 lb up at 12-9-4, 111 lb down and 132 lb up at 14-94, and 85 lb down and 126 lb up at 16-94, and 263 lb down and 265 lb up at 18-94 on bottom 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 not s front (F) or back (B). \�uY4ruiiiii LOAD CASI�e'/ �CENg / Sta d rd� 1)Dea Lyle@ glben In )25j Plate Increa — .25 /? Uni o ���ddd339 (DM A x _ 0 STATES t # ���`v� .c � ta•2o i � � OR I E) P X�' 73 Job Truss Truss Type Qty . Ply 8445 K6 Roof Special Girder 1 1 Job Reference lomtimnall L oYau i nuu.. o.a iu s Jw cI to la rnnu U.JIU S JUI Zt ZUI9 IvaTeK Inaustnes, Inc' Man NOV25 16:28:062019`Page'2 ID:IJCnxJzWOmkBGVaFRbMTFdyJY9v 12rosALuFhnU2kWkjeaUMdjHflePR25fWUNsJYyFboN LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=70, 5-6=70, 6-7=70, 1-16=20, 11-15=20, 8-9=20 Concentrated Loads (lb) Vert: 5=-44(F) 18=270(F) 19=85(F) 20=111(F) 21=111(F) 22=111(F) 23=-111(F) 24=85(F) 25=73(F) eta�//__/���i oC, ENS i - =1 "Q 1 STATE ✓11; ORtD?.��Ci�� i/�/SS O r A Job Truss Truss Type Qty Ply 8445 MV2 Valley 3 1 Job Reference (optional) Southem'rruss Co.; Fort Pierce, FL 34951 — -- Run:9:31 Os JuF27 2019 Pnnb 8.310-s Jul 272019 MiTek Industries, Inc. Mon Nov 2598:28:06 2019 Page 1 -- ID:LXnxJzWQazkBGVaFRbMTFdyJV9vil2rDsALUFhnU2kWNeaUMdl'NrlpbREkfWUNsJYyFboN W1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES VJB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5lb FT=4% 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 puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 57/2-0-0 (min. 0-1-8) 2 = 4412-M (min. 0-1-8) 3 = 13124)-0 (min. 0-1-8) Max Harz 1 = 31(LC 10) Max Uplift 1 = -18(LC 10) 2 = -37(LC 10) Max Grav 1 = 57(LC 1) 2 = 44(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard "VI 84Fg7i�i �XCEN&<" <1ii PE 7 ' Q t STATE 0`v� ta• 10 ilv �-ORID— 74 Job Truss Type pry . Ply �445 JMV3 Valley 2 1 ^r TM T Job Job Reference o tionall Co., Fort Pierce, FL 34555 Run: 8.310 s Jul 27 2019 Pnnt: 8.310 a Jul 212012 MTek Industries, Inc. Mon Nov 2516:28:06 2019 Page 1 --- — ID:LXnxJZWOaxkBGVaFRbMTFdyJYgv 12rOsALuFhnU2kV&je UMdIU?toMlEldIMINsJYyFboN 3-0-0 3-0-0 a, 4 1.5M II 1.5. It LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 . T Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 9 lb FT = 4% 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 3-0-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 96/3-0-0 (min. 0-1-8) 3 = 9613-0-0 (min. 0-1-8) Max Horz 1 = 51(LC 10) Max Uplift 1 = -30(LC 10) 3 = .51(LC 10) Max Grav 1 = 96(LC 1) 3 = 96(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interlor(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) . Standard OGENq \� i PE 7 ATE 75 Job Truss Truss Type Qty Ply 8445 MV4 Valley 3 1 L . Job Reference (optional) Southern Truss Co., Fort Pierce, FC 34951 Run: 8.310 s Jui Z7 2019 Print: 8.310 s Jul 27 2019 MTek Industnes, Inc. Mon Nov 25 16:29T7-2 Page �-- __ _ ID:LXnxJzWOa"GVaFRbMTFdyJY9v-VEPp4WMW0_vLft5wHL6jurFc R7GAg_de60ryFboM WO 15x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 - Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 13 lb FT=4% 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 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ' REACTIONS. (lb/size) 1 = 141/4-0-0 (min. 0-1-8) 3 = 141/4-0-0 (min. 0-1-8) Max Ho¢ 1 = 75(LC 10) Max Uplift 1 = -44(LC 10) 3 = -75(LC 10) Max Grav 1 = 141(LC 1) 3 = 141(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard i PE 76p�-( - / 1 ti I� ATE / x cla'•Zo I A mO 76 Job Truss Truss Type city Ply 6445 MV5 Valley 2 1 Job Reference (optional) Southern 1 russ Go., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 20'9 MiTek Industries, Inc. Mon Nov 2516.28:07 2019 Page 1 ID: LXnxJzWQaxkBGV9.FRbMTFdyJY9v-VEPp4 WM W0_vLf15wHL6jurFnR4pAg_ol86QryFboM 1.5v< II 2 W % 1.5A II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def) Lld PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 4% 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 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 18615-0-0 (min. 0-1-8) 3 = 18615-0-0 (min. 0-1-8) Max Horz 1 = 100(LC 10) Max Uplift 1 = -57(LC 10) 3 = -99(LC 10) Max Grav 1 = 186(LC 1) 3 = 186(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard tit I111111 E34�1// EIys PE7- \\t 7 STATE _ 1 1 4 I� �0\\^ G•Z a ij -ORID- S o' A iENG\\\��� 77 , I Truss Qty Ply8445 (�Job :Lmss'Ty,e MV6 1 1 �� Job Reference (optional) SoGSrem Tniss Co., Fort Pierce, FL 34951 Run. 8.310 s Ju127 2019 Pnnt: 8.310 s Jul 27 2019 MITek Industnes, Inc. Mon rruv 25 16:28:07 2019- Page 1 ID:LXnxJzWQmkBGVaFRbMTFdyJY9v-VEPp4WM We_vLft5wHL6jurFekReRAfuol86QryFboM 341 1.111 1.5A II LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 T Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 211b FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 69/6-0-0 (min. 0-1-8) 4 = 102/6-0-0 (min. 0-1-8) 5 = 291/6-0-0 (min. 0-1-8) Max Horz 1 = . 124(LC 10) Max Uplift 4 = -54(LC 10) 5 = -155(LC 10) Max Grav 1 = 69(LC 1) 4 = 102(LC 1) 5 = 291(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=265/238 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord _ bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=155. LOAD CASE(S) Standard PN I VI PE 7� I STATE 78 Job .r Truss Truss Type Qty Ply 8445 MV8 Valley 1 1 .lnh Reference fnnt'nna11 uss Co., Fort Pierce, FL•34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industdes, Inc. Man Nov 25 16128:08 2019 Page 1 ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-zCzBHSN6mllCH1g6r3dyR2onirS3v6lyzo=CRyFboL N. L W It 1.5.4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Vd PLATES GRIP TCLL 20.0 , 1 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 29 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 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, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi I-ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 10318-0-0 (min. 0-1-8) 4 = 13618-&0 (min. 0-1-8) 5 = 403/8-0-0 (min. 0-1-8) Max Horz 1 = 172(LC 10) Max Uplift 4 = -72(LC 10) 5 = -214(LC 10) Max Grav 1 = 103(LC 1) 4 = 136(LC 1) 5 = 403(LC 1) FORCES. (lb) Max. Comp./Max. Ten. except when shown. WEBS 2-5=-349/321 All forces 250 (lb) or less NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for _ reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jl=1b) 5=214. LOAD CASE(S) Standard N I M I Sk \Z� 1;j �'OGEN& i PE 7 I 23� I» ATE i F iOv�,p��•ZO ilV� ii c .�<ORIDP.,'<G OI III IENG?\\�� 79 Job Truss Truss Type Oty Ply 8445 N1 Common 2 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 9 Jul 27 2019 Print: 8.310 s Jul 27 2019 AN7ek Industries, Inc. Mon Nov 25 16:28:08 2019 Page 1 - - - ID:LXnxJzWOmkBGVaFRbMTFdyJy9v-zOzBHsNem11CH1g6r3dyR2okorRdv5lyzomORyFboL 1-6-0 7-10-0 14-2-0 19 6-" 6-4-0 Plate Offsets (X,Y)— [4:0-1-0,0-1-121 I6:0-4-00-1-8] LOADING(psf) - T SPACING- 2-M CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB '0.16 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-S Weight: 681b FT=4% 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 5-7-12 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 536/Mechanical 7 = 726/0-8-0 (min. 0.1-8) Max Horz 7 = 105(LC 10) Max Uplift 5 = -189(LC 11) 7 = -261(LC 10) Max Grav 5 = 536(LC 1) 7 = 726(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-649/303, 3-4=-648/296, 4-5=478/288 WEBS 2-6=221/418, 2-7=-630/536, WEBS 2-6=-221/418, 2-7=-630/536, 4-6=-83/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=189, 7=261. LOAD CASE(S) Standard fre Common 4�1= LAI II _•� 64-0 1� 64-0 Plate Offsets (X,Y)— [1:0-1-0,0-1-121.[2:0-2-0,0-2-4][3:0-1-0 0-1-12] [5:0-4-00-1-8] LOADING(psf) 1 SPACING- 2-M7Matnx-S CS].DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Vert(CT) -0.07 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Weight: 64 lb FT=4% 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 5-64 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. . REACTIONS. (lb/size) 6 = 557/0-8-0 (min. 0-1-8) 4 = 557/Mechanical Max Horz 6 = -55(LC 11) Max Uplift 6 = -192(LC 10) 4 = -192(LC 11) Max Grav 6 = 557(LC 1) 4 = 557(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-694/350, 2-3=-694/350, 1-6=5001316, 3-0=500/316 WEBS 1-5=971369, 3-5=-99/369 WEBS 1-6=97/369, 3-5=99/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 6=192, 4=192. LOAD CASE(S) Standard LPN UI-B�Fq���i /' PE 7 1 1 — � t STATE / : �0 A, 16-Zo /<U OR 11) S o I I 81 Job .r Truss Truss Type Oty Ply 8445 Pt Hip Girder 1 1 Job Reference /nnfnnall 'Soutnam 1 cuss co., Fort Fierce, FL 34951 Run: 8.310 s Jul 27 2019 Print 8.310 s Jul 27 2019 MiTek Industries, Inc. M.bn Nov 25 16:28:0921 Page 1 ID:LXnxJz WOaxkBGVaFRbMTFdyJY9v-Rd WZUCNmxc93vSFJOm8nzGLzHFo_eYo5CSbXwlyFboK 1-10-0 5-2-0 8-0.0 70.10-0 14A-8 1-10-0 I 3-4-0 2-10-0 I 2-10-0 I 3-168 W 11 3411. LOADING(psf) 1 SPACING- 2-M CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.27 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO VJB 0.17 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 70 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins: BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 369/Mechanical 10 = 540/0-8-0 -(min. 0-1-8) Max Horz 10 = -50(LC 13) Max Uplift 6 = -334(LC 9) 10 = -460(LC 4) Max Grav 6 = 461(LC 42) 10 = 607(LC 43) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-575/493, 3-11=489/477, 4-11=489/477, 4-12=572/523, 5-12=572/523, 5-6=727/558 TOPCHORD 2-3=5751493, 3-11=489/477, 4-11=-489/477, 4-12=572/523, 5-12=-572/523, 5-0=727/558 BOTCHORD 9-13=-4891662, 13-14=489/662, 8-14=-489/662, 7-8=419/587, 6-7=419/587 WEBS 2-1O=547/437, 2-9=-441/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opst, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=334, 10=460. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 186 lb up at 5-2-0, 26lb down and 53 lb up at 7-2-12, and 26 lb down and 53 Ito up at 8-9-4, and 112 lb down and 186 lb up at 10-10-0 on top chord, and 96 lb down and 190 Ib up at 5-2-0, 29 Ib down and 42 Ib up at 7-2-12 , and 29 lb down and 42 lb up at 8-9-4, and 96 lb down and 190 lb up at 10.9-4 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) . Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5{=70, 1{=20 Concentrated Loads (lb) . Vert: 3=73(F) 5=73(F) 9=111(F) 8=111(F) 13=24(F)14=24(F) �OW 1 1 11 / w/� LPN "V i kk _XGENs+�.��i�i i PE 7 \` �l STATE 0\� c la ZD i !v -1 OR ID - ��i •� S O / A ENG\\\��� 82 „Job ,t Tr Truss Truss Type Oty 8445 JACK -OPEN 1 =tional) Southern Truss Co., Fort Pferc2, FL 34951 - Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 272019 Mi rek Industries, Inc. Man Nov 25 16:28:10 2019 ID:LXnxJzWOaxkBGVaFRbMTFdyJY9v vp4xYOO1vHwWLgVytNOV✓rt7je5RNxiFR6L 68-0 1(Lrin von LOADING(psf) t SPACING- 1-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.35 Vert(LL) -0.09 4-5 >809 240 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 4-5 >811 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.09 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 4-5. REACTIONS. (lb/size) 3 = 79/Mechanical 4 = -8/Mechanical 8 = 419/0-8-0 (min. 0-1-8) Max Horz 8 = 131(LC 10) Max Uplift 3 = -74(LC 10) 4 = -8(LC 1) 8 = -172(LC 6) Max Grav 3 = 79(LC 1) 4 = 30(LC 8) 8 = 419(LC 1) FORCES. (lb) Max. Comp./Max. Ten. except when shown. TOP CHORD 1-2=270/152 BOT CHORD 1-8=106/256 All forces 250 (Ib) or less BOT CHORD 1-8=-106/256 WEBS 6-8=315/295, 2-6=292/322 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 4 except (jt=11b) 8=172. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 40 lb FT=4% %CENS'%���i �7 PE 7 ` I _ `f f F STATE 1>e•Zd iez;� �/<' 83 Jab ,1 Truss Truss Type City Ply �8445 O2 Jack -Closed 2 1 Job Reference (optional) soumem I russ Co., Fort Pierce, FL 34951 Run: a'.310 s Jul 27 2019-Print: 8.310 s Jul 27 2019 MiTek Industries, Inc, Mon Nov 25 16:28:10 2019 -Page 1 _. ID:LxnxJzWOaxkBGVaFRbMTFdyJYewvp4xY001vHwVLgVyUfOV✓rt5LelfNgHFR6L4SJyFboJ. 4 4 8-6-0 10-6-0 4 4-o I 4-2-0 z-o-0 44 = 1,4 II LOADING(psl) - 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Maid LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 131/Mechanical 10 = 80110-8-0 (min. 0-1-8) Max Horz 10 = 216(LC 10) Max Uplift 5 = -107(LC 7) 10 = -387(LC 6) Max Grav 5. = 131(LC 1) 10 = _ 801(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=567/332 BOT CHORD 1-10=2301553, 9-10=451/539, BOTCHORD 1-10=-230/553, 9-10=-4511539, 7-8=-486/452 WEBS 8-10=-551/546, 2.8=502/535 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 five load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=107. 10=387. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 47 lb FT=4% Nl PE 7 l I _ O t STATE /SS O j A SN�j\\\�\\ 84 I Job ,i Truss Truss Type Qty . Ply 18445 Q3 Jack -Closed 1 1 Job Reference (optional) mull. oa i u s dui 27 CU i e Ynn[ 6.J1 u v Jlll z/ zuiu MI I eK ineusVles, Inca Man Nov 25 16:28:102019 Pagel ID:LXnxJz WOaxkBGVaFRbMTFdyJY9v-vp4wY001vHwWLgVyUfQVJrt2ae_tNrgFR6L4SJyFbo. 4-44•<1 rt�n .� c n <a = tr4 II LOADING(psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 5£ >551 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.13 5-6 >573 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/iP12014 MatrixS Weight: 44 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 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. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 5 = 131/Mechanical 9 = 801/0-8-0 (min. 0-1-8) Max Horz 9 = 168(LC 10) Max Uplift 5 = -102(LC 7) 9 = -422(LC 6) Max Grav 5 = 131(LC 1) 9 = 801(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=521/310 BOT CHORD 1-9=204/495, 8-9=-385/496, BOTCHORD 1-9=204/495, 8-9=385/496, 6-7=-401/381 WEBS 7-9=-596/640, 2-7=569/658 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=1b) 5=102, 9=422. LOAD CASE(S) Standard u1l 84���qq�/�/�i i PE 7 I I _ "d I� STATE �* 0� c to-Zo <G AL 85 , Truss Truss Type Qty Ply 1Job ( 8445 Q4 Jack -Closed Girder 1 1 Job Reference (oMtonal) Southern Truss Co., Fort Pierce, FL34951 . Run: 8.310 s 3ul 27 2019 Print: 8.310 s Jul 27 2019 MITek Industries, ITc Mon Nov 25 16:28:11 2019 Page 1 I0:LXnxJzWQaxkBGVaFRbMTFdvJY9v-N7eJv P03DPneVPhWBAf2hQHV2Tg6MYOgm4d7myFbol I 4-6-0 { 1050 4-6-02-2-0 3-100 LOADING(psf) y SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO VJB 0.54 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017fIP12014 Matrix-S Weight: 461b FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 105/Mechanical 9 = 8191043-0 (min. 0-1-8) Max Horz 9 = 119(LC 23) Max Uplift 5 = -88(LC 5) 9 = -498(LC 4) Max Grav 5 = 105(LC 1) 9 = 819(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=276/459 BOT CHORD 1-9=-355/286, 8-9=303/179 BOTCHORD 1-9=355/286, 8-9=303/179 WEBS 7-9=601/336, 2-7=-577/325, 2-6=205/443 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi= ) 18; MWFRS (envelope); cantilever left and right exposed ; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except at --lb) 9=498. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 74 to up at 4-6-0 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 (plf) Vert: 1-2=70, 24=70, 1-8=-20, 5-0=20 4�CENS�6 i//i i PE7 ` �\ STATE i O o I ta' -Zo `.�ORID 5 pN Ai m I.Joh - "% Truss Truss Type Qty Ply 8445 r Q5 Jack -Closed Girder 1 1 Job Reference fco8onal) SOUV1emJrUSS GO., Von Fierce, VI- 34951 Run: 8.310 s -Jul 27 2019 Print: 8.310 s Jul 27-2019 MTek Industries, Inc. Mon Nov 2516:28:11 2019- Page 1 - -- ID:LXnxJzWQaxkBGVaFRbMTFdyJYgo-N?eJwP03DPn6VPhVJBAf2hQFy2TS6PjOgm4d?myFbol T1412 2-e-0 4-4-0 7-4-10 106-0 4-12 IO-4-0I 1-7-0 3h10 I 31-6 LOADING(pso _ 1 SPACING- %0 CS'. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.02 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 53 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' W4: 2x6 SP No.2 BRACING. TOP CHORD Sh-uctural wood sheathing directly applied or 5-5-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = -300/Mechanical 9 = 1532/0-8-0 (min. 0-1-13) Max Horz 9 = 69(LC 26) Max Uplift 7 = .350(LC 19) 9 = -1249(LC 4) Max Gmv 7 = 117(LC 12) 9 = 1532(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=199/323, 3-4=1141/1721, 4-12=-1137/1722, 12-13=-1137/1722, TOPCHORD 2-3=199/323, 3-4=114111721, 4-12=1137/1722, 12-13=1137/1722. 5-13=113711722, 5-14=310/879, 6-14=310/879, 6-7=117/325 BOTCHORD 11-15=382/286, 10-15=382/286, 9-10=382/286, 9-16=879/310, 8-16=-879/310 WEBS 5-8=196/289, 5-9=1 0 10/895, 6-8=-926/349, 2-11=314/419, 3-10=297/359. 3-9=1679/1132 NVES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot--lb) 7=350. 9=1249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 116 lb up at 2-5-9, 98 lb down and 178 lb up at 4-7-13, and 98 lb down and 178 lb up at 6-7-13, and 98 Ito down and 178 lb up at 8-7-13 on top chord, and 607 lb down and 4921b up at 2-4-15, 49 lb down and 67 lb up at 2-7-13, and 56 lb down and 135 lb up at 6-7-13, and 56 lb down and 135 lb up at 8-7-13 on bottom 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 (plf) Vert: 1-2=70, 2-6=70, 1-7=20 Concentrated Loa QQ��N(jll4p)( ) I j) / / Vert: 2=81(B) i$�8 % 13=8$�®1'�st>88(Bl \� b�' �\CElys��/f� �r f/ PE 7 ' +� 91 1 I T h^- v t STATT E / Ss O' A LNG\\\\\\ 87 I Sao ' 1 Truss Truss Type Qty Ply 18445 Q6 Roof Special 1 1 / Job Reference (optional) Joutnem I russ CO., Fort Pierce, FL 34951 Riln: 8.310 s Jul 27 2019 Pnnt 8.310 s Jul 27 2019 MTek Industries, Inc. Mon Nov 25 16:28:12 2019 Page 1 ID:LXnxJzWC)=kBGVaFRbMTFdyJYev-rCC7EQegXYemr_u4vhubuOLSiAdxYuQgBXCyF.boH 4-0-0 G60 9-0-0 101i0 LOADING(psf) - r SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 7-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixS LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) 6 = 131/Mechanical 11 = 801/0-8-0 (min. 0-1-8) Max Horz 11 = 200(LC 10) Max Uplift 6 = -112(LC 10) 11 = -407(LC 6) Max Grav 6 = 131(LC 1) 11 = 801(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=560/330 BOT CHORD 1-11=2241544, 10-11=426/521, BOTCHORD 1-11=224/544, 10-11=-426/521, 8-9=429/411 WEBS 9-11=560/573, 2-9=513/563, 4-7=1891282 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3E-0 iallby 2=0-0 wide will fit beiween the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 III uplift at joint(s) except (t=lb) 6=112, 11=407. LOAD CASE(S) Standard bill 5 PLATES GRIP MT20 2441190 Weight: 48 lb FT=4% PE7 1 �r STATE / ��`v� F � t' •ZD i tv � 13.1 Special Girder 4-M M 7-0-0 10£-0 4-6-0 I 2-2-0 3-6-0 b4 = LOADING(psf) a SPACING- 2-0.0 CS'. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(L-) -0.04 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(CT) -0.02 5 n/a . n/a BCDL 10.0 Code FBC20171FP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 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 6-0-0 oc bracing. Mffek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 105/Mechanical 9 = 81910-8-0 (min. 0-1-8) Max Horz 9 = 200(LC 8) Max Uplift 5 = -106(LC 23) 9 = -455(LC 4) Max Grav 5 = 107(LC 15) 9 = 819(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-282/459 BOT CHORD 1-9=-355/290, 8-9=-308/152 BOTCHORD 1-9=355/290, 8-9=308/152 WEBS 7-9=-603/315, 2-7=-582/312, 2-6=124/411 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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 nonconcurent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=106, 9--455. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 74 lb up at 4-6-0 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). 1.5d 11 PLATES MT20 GRIP 2441190 Weight: 49 lb FT = 4% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-4=-70, 1-8=20, 5-6=20 m Job '-1 � Truss Truss Type Qly � Ply 8445 QB Roof Special Girder 1 1 ... _ Job Reference (optiona0 Southern Truss Co., port Fierce, I'L 34001 — Kun: o.31u s Jul zi zuiw Fnni: o.J lu 5 Jul z, 4u iv mi ten aiuuauica, mu. muu ww — , V.— u w o , -gG , ID:LXnxJzWQ=kBGVaFRbMTFdyJY9v-JOm4KaRHbggVNOZ4dcC786VZ s6daGbh74Zk3eyFboG 2-M 2-0-0 �1 580 10b-0 2-0O 12 23 5a-0 0-0-M1 tsn II 6 5.8 = LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 11.67 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO W 3 0.57 Horz(CT) -0.01 7 n/a n/a BCOL 10.0 Code FBC2017fFP12014 MatrixS Weight: 55 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2'Except* T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 4-10-7 oc bracing: 7-8. M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7 = -104/Mechanical 8 = 177210-8-0 (min. 0-2-1) Max Hom 8 = 200(LC 8) Max Uplift 7 = -246(LC 23) 8 = -1095(LC 4) Max Grav 7 = 273(LC 6) 8 = 1772(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/328, 3-4=1196/1665, TOPCHORD 2-3=-195/328, 3-4=1196/1665, 4-5=-1193/1666 BOTCHORD 10-11=-389/282, 9-11=389/282, 8-9=-389/282, 7-8=1344/928 WEBS 5-7=-957/1403, 2-10=301/439, 3-9=-364/289, 3-8=-1600/1209, 5-8=-674/423 NOTES- 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=246. 8=1095. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 Ito down and 116 Ito up at 2-5-9 on top chord, and 607 lb down and 492 lb up at 2-4-15, and 49 Ito down and 67 lb up at 2-7-13 on bottom 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 (pif) Vert: 1-2=70, 2-5=70, 5-6=70, 1-7=20 Concentrated Loads (lb) Vert: 2=-81(F) 11=-656(F) Qj Zip xGENS'�'\ / PE 76g q r I a t STATE I A �MO 0 bb-- , Truss Truss Type Qty Ply 8445 R1 Common 1 1 Job Reference (optional) Southern Truss Co.; ,ort Pierce; FL 34951 Run: 8:310 s Jul-27 2019 Print 8.310s Jul 27 2019 Mi rekindustdes, Inc Mon Nov 2516:28:13-LT319 Page-1- _ ID:LX=JzWQmkBGVaFRbMTFdyJY9v-JOm4kaRHbggVNoZ4dcC786VdCs6GaNwh74Zk3eyFboG 1-10-0 6-0-0 10-2-0 12-0-0 1-160 4-2-0 I 4-2-0 1-1�0-0-0 IH II ld II LOADING(psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Vd TCLL 20.0 - : Plate Grip DOL 1.25 TC 0.40 Vert(L-) 0.04 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.07 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017117F 14 MatrixS 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 pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 6 = 54010-8-0 (min. 0-1-8) 8 = 540JO-8-0 (min. 0-1-8) Max Horz 8 = -57(LC 11) Max Uplift 6 = -215(LC 7) 8 = -215(LC 6) Max Grav 6 = 540(LC 1) 8 = 540(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=297/124, 3A=297/123 WEBS 4-6=342/335, 2-8=342/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf h=18ft; Cat. II; Exp C; Encl., GCpi=0.18;-MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=215, 8=215. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 43 lb FT=4% i PE 7 / I /� x i*= STATE ,ter ` // ONA1mO ��N(j\\\��� 91 Job- � Truss Truss Type Qty Ply 8445 R1A Common 1 1 � Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 -. Run: 8.310 s Jul 27 2019 Prinh.8.310 s Jul 27 2019 MTek Industries, Inc. Mon Nov 25 16:28:13 2019 Page 1 4.4 = LOADING (psf) SPACING- 2-0-0 CS'- DEFL.. in (loc) IldeFl Ud TCLL 20.0 - Plate Grip DOL 1.25 TC 0.28 Vert(L-) -0.03 5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 5 ?999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BOTCHORD WEBS 2x6 SP No.2 *Except* 5-6=-129/293, 4-5=129/293 W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except end verficals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 38410-8-0 (min. 0-1-8) 4 = 384/0-8-0 (min. 0-1-8) Max Herz 6 = 38(LC 10) Max Uplift 6 = -131(LC 10) 4 _ -131(LC 11) Max Grav 6 = 384(LC 1) 4 = 384(LC 1) NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 6=131, 4=131. FORCES. (Ib) LOAD CASE(S) Max. Comp.IMax. Ten. - All forces 250 (Ib) or less Standard except when shown. TOPCHORD 1-2=386/218, 2-3=386/218, 1-6=3041213, 3-4=304/213 BOTCHORD 5-6=129/293, 4-5=129/293 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 4% U,l B� PE 7 _= t 1 x ` Q t STATE ✓� ORID- so I j I I 1 NG\\\\�\ M-A Job-- Truss Truss Type pry 8445 i R2 Hip Girder 1 1 Job Reference o tional Truss Co., Fort Pierce, FL 349b1 Hun: 8.310 s Jul 27 2019 Pn'ht: 8.310 s Jul 27 2019 M11'ek Industries, Inc. Mon Nov 25 16:28:14 2019 - . .. ID:LXnxJz WQazkBGVaFRbMTFdyJY9v-oaKSYvRvMBoM7y7GBKWgJ2pbGTbJgbgMk. 1-16-0 _,_ _ 480 7-60 10.24 12:0-0 1" II 1A II 1-6-0 -10-0 4-6-0 7-6-0 10.2-0 0. 12-0-0 1-6-0 2-8-0 3-60 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Hom(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrixS Weight: 44 lb FT = 4% 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 391/0-8-0 (min. 0-1-8) 7 = 391/0-8-0 (min. 0-1-8) Max Horz 10 = 44(LC 34) Max Uplift 10 = -387(LC 4) 7 = -387(LC 5) Max Grav 10 = 440(LC 43) 7 = 440(LC 42) FORCES. (lb) Max. Comp.IMax, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-250/259, 2-3=-263/319, 3-11=181/290, 4-11=181/290, 4-5=263/319, 5-6=249/259 BOT CHORD 1-10=231/259, 9-10=232/260, BOTCHORD 1 -1 0=-231/259, 9-10=-232/260, 9-12=-229/263, 8-12=229/263, 7-8=-231/259, 6-7=-231/259 WEBS 2-10=-250/245, 5-7=250/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 10=387, 7=387. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 195 lb up at 4-6-0, and 40 lb down and 64 lb up at 6-0-0, and 128 lb down and 195 lb up at 7-&0 on top chord, and 73 lb down and 116 lb up at 4-6-0, and 13 lb down and 7lb up at 6-M, and 73 lb down and 116 Ito up at 7-5-4 on bottom 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 are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-0=70, 4-6=70, 1-6=-20 Concentrated Loads (lb) Vert: 3=70(B)4=70(8)9=76(B)8=76(B) 12=6(B) PE 76��1 ` r STATE 5� 0 16-Zo s0-I III IENG\\\\\\ 7.9 JGb- - Truss Truss Type Oty Ply 8445 , V55 Valley 1 1 Job Reference (optional) Southern Truss Co;Fort Pierce, FL- 4951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Ih3ustries, Inc. Man Nov 25 16:28:14 2019 Page 1 - ID:LXnxJzWQaxkBGVaFRbMTFdyJY9v-oaKSYvRvMeoM?y7GBKkMgJ2syGTXJggMkJlb4yFboF 2-M 5-5-0 2-M 2-8-8 50 = a4 a4 a LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a . - n/a - 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 15 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 0o purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 178/5-5-0 (min. 0-1-8) 3 = 178/5-5-0 (min. 0-1-8) Max Horz 1 = 1B(LC 14) Max Uplift 1 = -63(LC 10) 3 = -63(LC 11) Max Grav 1 = 178(LC 1) 3 = 178(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=18R; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard \A IVI g4c/�q///��// �\GEN& PE 7 � 1 STATE / F 0 Zo �i, i��/sS O i A a