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Home My WebLink AboutTruss■ ■ C✓, ' M Ate. w�:__= SHOW` or T-il7 _FrocT APPROVE-G TRUSS ANCHOR B" BUILDER AR_ TC BE _GAi BEARINGSQUARE CU OVtRHANC G —4 10 —8 e e O 000 1BRG 14'-8" L 2'-0„ TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL J - — INDICATES LEFT END OF TRUSS 6f'Z e e e 8 BR. G. 2'-0" TYPICAL TRUSS END DETAIL (ENTRY AND GARAGE BUMP OUT) HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 Q HUS26 ©HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 (B HHUS46 (3 THD'46 QL LUS24 Q JUS24 J7 NOTE: . n J V1 9CLG YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. J2A 12'-4" V3 10'=8" J7 I I CLG _ V T J I I CLG i i. 2) ANDFTR TRUSSES. TRUSSESEWILLN E MADE INNS, 1 6 AND ACCORDANCE WITH THIS PLACEMENT P I I - J7LAN. KNEE'WALL i i J2 V5 I I KNE WALL CL MV4 J Y BUI DEB i i i i. BY ILDE 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet I E1 J I CON ECTI J7 COMMENTARY and RECOMMENDATIONS for HANDLING, J i i o i I' BY ILDE MV6 (WOOD 1RUS E BRACING METAL PLATE CONNECTED I I CV �I E2 J7 4 NO BACK CHARGES OR CRANE CHAR F ANY J iv 1 C G MV8 ) CHARGES 0 N I. A A A A A A A A A REVIEWED FOR KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. I E3 D3 1 CODE COMPLIANCE SIGNED J1E V9 ST. L1CIE COUNTY 1 1 iv m D F= J1 - J1 E D1 BOCC TITLE DATE 01) Co m D1 Ijo'L� All spacing is 24 O.C., except as noted. �g w w w Lu w w O `C / All walls shown are bearing, except as noted. G Cl) M Cl)' Vd All valleys calculated with sheathing under. 2' 5 6' 6" 2' 5" 01 Number of girder plies to be determined by engineering. FILE COPY DO NOT CUT OR ALTER TRUSSES .w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility D1 of the builder to utilize engineered drawings when erecting trusses. ,:'.. >-4 » - s DARNING CLG D4 P�vC1 ERECTION BRACING IS NOT THE RE9'ON9BIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER �. _ i NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO 9E1( :.co r 9 PROFESSIONAL ADVICE REGARDING ERECTION BRACING MHICH R ALWAYS REWIRED N D. _ mo°e �PREVEMAY ETRT REQUIRED �MPGIDURING URI �NS�9IE N; AM PERMANENT �mm y 9BRACING COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING A: WANG *ETAL PLATE CONNECTED 6? WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS THEY D SHALL BE BRACED AS SPECIFIEDON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION To. PREVENT CD DAMAGE D7 v " "TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS L D i W TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE L l c CONNECTIONS FO R REACTIONS UNDER 5000 POUNDS. FOR ALL J3 o J3 REACTIONS GREATER THAN 5000 POUNDS, OR SKEYFD, NO oK(3 i p iv 4HANGER IS SUPPLIED. I' J1 L L ^ J1 CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. `V - \ MWFRS(Envdope)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity : M MPH T J1E V7 1' 0' J1Ejjj 1`0" imp. Factor :1.00 Wnd Load Duration Factor : 1.60 Mean Roof Height :16' Win N Y Shd Fn 2590N. R p Fort FL 34951 772 /64-4160 m R C! '� E �U, a �� I G�3P w m m w o s Vy o N E N Trusses shown on is layout e a rom onent art of the buildingS. 13' 3° 11' 4" 11' 1" T 3" 2' 81' 4` 6" 2' 8" T 3' and show truss I ation Proper erection, ptemporary and ��\��e�, perm A braaln I •gn a the responsibility of the building _ TRIM �, _ _ - designer or hrs 9Rgin ateral bracing shown on the individual ' ,, rt llA, (772)464-4160 60' 0" a truss drawings fhust be placed during the erection procedure. 0 ;�7�r r JOB NO.: 300 /12590 N. Kings Highway Fort Pierce, FL 34951 — _ LOT: 103 BLK: ADDRESS: M eadowo0d Renton Jern Island .- -.; .. n— r n U' 1 4 — — nrro Fenton -Fond Saint Lucie Count 1 0 10 2s 1s i SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 * Fax.- (772) 318-0015 Job Number.• 8300 Customer. , GHO Homes Name: MW 103 Renton Jem Address: Lot 103 - Meadowood City, ST, ZIP: Saint Lucie County, FL -3eneral Truss Engineering. Criteria & Design Loads Bf/ilaling Code and Chapter. Computer Program Used: FBC2017ITPI2014 MiTek Version: 8.31 Aug 1 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD NIA end Building Authority: 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County - -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. No. Date Truss ID# 1 10/28/19 Al 2 10/28/19 A2 3 10/28/19 A3 4 10/28/19 A4 5 10/28/19 A5 6 10/28/19 A6 7 10/28/19 A7 8 10/28/19 A8 9 10/28/19 A9 10 10/28/19 A10 11 10/28/19 All 12 10/28/19 Al2 13 10/28/19 A13 14 10/28/19 A14 15 10/28/19 A15 16 10/28/19 A16 17 10/28/19 A17 18 10/28/19 A18 19 10/28119 A19 20 10/28/19 B7 21 10/28/19 B2 22 .10/28/19 B3 23 10/28/19 B4 24 10/28/19 C1 7-Tr- 77T-2-877z 264 10/28/19 C3 27 t 10/28/19 C4 Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway A .� Fort Pierce, FL 34951 (� No. Date Truss ID# 28 10/28/19 C5 29 10/28/19 C6 30 10/28/19 CJ3 31 10/28/19 CJ3A 32 10/28/19 CJ5 33 10/28/19 _ CJ7 -34 10/28/19 CJTT 35 10/28/19 D1 36 10/28/19 D3 37 10/28/10 D4 38 10/28/19 D5 39 10/2B/19 D6 40 10/28/19 D7 41 10/28/19 D8 42 10/28/19 D9 43 10/28/19 E1 44 10/28/19 E3 45 10/28/19 J1 46 10/28/19 ME 47 10/28/19 J2 48 10/28/19 J2A 49 10/28/19 J3 50 10/28/19 MA 51 10/28/19 J3B _"-'62_ - �10i'28/1g _ J � _r.• .._:. w •, .�_ 53 10/28/19 J5 54 10/2B/19 J5A No. Date I Tru s ID# 10/28/19 J5T 56 10/28/19 J7 57 10/28/19 RG 58 10/28/19 J7T 59 10/28/19 MV2 60 10/28/19 MV4 61 10/28/19 MV6 62 10/28/19 MV8 63 10/28/19 V1 64 10/28/19 V3 65 10/28/19 V5 66 10/28/19 V7 67 10/28/19 V9 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BO.CC FILE COPY Paae 1 of 1 PICAL DETAIL (9• C-0- f _ -.-HIP n NOTE. NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. ® UP TO 265p = 2-16d NAILS REQ'D. 132.51 per Nail (D.O.LFactor=1.00) nds toe nails only have 0.63 of O UP TO 394f = 3-16d NAILS REQ'D. lateral Resistance Value. N :;11 i > > I 12 10 �0 �-fl HIP GIRDER 12 O 1-5 VER '® 9-9-5 CORNER JACK GIRDER J1 use 2-16 toenail_ ®d_. _— _ _-- TC & -BC. H7 T i Typical jack 45-'Le 3-16d attachment toe nail ® TC TYPICAL CORNER LWOUT 2-16d 9_1 Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - -- - 2-16dnails ----- BC - - - - - - - 2-16d nail's. - - - - - J5 TO HIP JACK - GiRDER_ TC - -- - - -- 2-16dnails -- -- _BC- _ - _ _ - - =_2 lZd=nails- -- I _ ` R TC ------- 3-16dnails ----- BC ------- 2-16dnails ----- :iP j^CC =WER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails BC -- - -- -- 2-16dnails --- - MINIMUM! GRADE OF. LUM Tr_ 2x4 SYP 0 B.C. 2x4 SYP WEBS 2x4 SYP Ne.3 IDMNG (PSF) STR. INCRZ 00% L D 70P 20 BOTMM 00 10 SPACM 24' O_C. ay �rr�:�_ - S ��FRN Fort Pierce Division t S-- 2590 N. Kings Highway, `p' Fort Pierce, FL 34951 C�MsFANIE 1B00)232 0509 (772)4-64-4160 �-; :�: �-:ham/✓ �,�_,:,.- _ .,� Fax (772�318-0016 . __ _ ._.,�._ Brian M. Bleakly- Struct Eng. #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 j, TYPICAL DETAIL-Q-i) CORNER - HIP NOTE. NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 OVER F 00 40 40 4OA �O �A u n ii it 0 0 .A 0 (D 0 HIP GIRDER - ----- i 12 O 1.5 & b 7-0-14 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 255J = 2-16d NAILS REQ'D. © UP TO 394J = 3-16d NAILS REQ'D. 9 J3 use 2-16d TC&Bc. Typical jack 45' attachment TYPICAL CORNER LAYOUT G).__-(z) use 3-15d toe nail & 2-16d 6 Typical Hip -jack' attachment CHORD HANGERS FASTEN ER' GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails ------ 1 J5 TO -HIP JACK -GIRDER- - TC_ - - - - - - - 2— 16d nails _ - - - .- - --cc TC - - - - - -- 3-16dnails ----- BC - - - - - -- 2-16dnails ----- i� JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — MINIMUM GRADE OF L1JM$Hi LOADING (PSF) STR INO : 25% TX_2:4 SW #2 TOP D r17 B.- h4 SYP f2 ytMS 2z4 SW No.3 Bar= OD 10 SPA= 2e O.C. Fort Pierce Division 'w� _ 2590 N. Kings Higghway, Fort Pierce, FL 34951 APAi1ES (800)232-0509 (772)464-4160 - d. titta£y_y yrJ _ .. ..,:�•a Brian M. Bleakly Struct Eng #76D51 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 CD ..,;Face Mount Hanger Charts M fT k ma -min slod(mo..- k�' Ilk l Gauge4 .1*nk M miibla Loads Ps,? Gdf .4eadei-4.-7*:.. Jald A-" 7- my Flair. JL24 LL124 20 l_Mfi a 1-1/2 15116 4 10d 12 1(kdxl-1/2 ::470.. 540 ::m 30. 51 R14 F2 4 16d 2 10d x 1-112 M'J: 320 J -TZ L24lr 18 1-M6 3-IM 1-112 4 1 Od HDG 2 10dxl-1/2HM Off ' .5n: M 1: 290 31, RI F32 lfidHDG 2 10dxl-112HDS .,550: 615-1,05:1 280: 2x4 JUS24 LLIS24 18 1-9h6 3-118 1-3/4 1 - 4 10d I_L_ lod -'M] 775.1 835 1 510 SUH24 U24 16 I-M6 3-1/4 2 1-3116 - 4 10d 2 10d x 1-1/2 500 .5501 Boy.1 5, 4 16d 1 2 1 10dx1-112 ---BE I 666-j 720 1 380 H026 HL126 14 1-9h6 3-1/2 2-112 1-1/8 Km 4 Ifid 2 10dxl-112 615T L= &I85 j A 365' : R5, F2 4 -, 615: 60 1 745.1 - . AL26- .3. 4- SAE WSL -Iod i�. 7-S". 1 Od i 718 805* 60-1 656 IWX 1-1&: 840 SM. INS. 60. JL26F.TZ 1� :4 112, _.I.T12 _21 '_ " A-4 7FFlsdHm.T_4j10di.14lJ2HDG i'lodmat-4- lodxl-1/2HMDG Sms 83R. BMMMB M-1. Mr OnIli- -730. 730 31, rd, F32 'JUS25 _- !JAMM :.F lRi-- !:;MB 4-13116. 1-34 1. 41= 10d.*_..4 I SM - '10M I 1,080" 1115 5, K F2 1B 6 - 5-111 6 12ES 12251 1 1475 1 865 31, R1, F32 xa.. VIE ---10d i 1-112"-' 750 W. 910; 75a: 6 Ifid �4-1 1d 0 x T-112 B81Y tOM IND .16: -:fez - '14 -,..16d 6 t.: -16d 3us 1W.5 Jim 14,- 1-MO -.3-1J2'4'2-j/2*' 'J. -1:1/8 4 -16d 4", 10d xi-1/2 - US F 6951 745. 365. 5, R5, 2X Big I MS 745 595 ifime 4 5-TA �2-iii -lh Ir 8 •4. -16d10dil-1/2 I - 1236 11990 14901 780 F2 JUS LLMB I 20 I-M6 1 isms - 6 l0dxl-112 710-t 80 1 VO 1 650. 0 6 IN 4 lodxl-lj2 846 SM IM 6 6&Swff JL26lP-TZ LU= 18 1-M6 4-1/2 1-1/2 - 16 10d HDG 4 lOdXI-1/2HDG M5. 7 31' 730. 31, R1, F32 16d WE 4 10dxl-112HDS 931 9W I ME 730 .730 Jim ME 20 I-M6 6-3M 1-112 ISMS - —1' 'M 6 10dxl-112 11ED-129511295 M_ I 5� R5, F2 lo 166 f 10d X 1-112 1400 IOMJ 1740 8&-r: r JL280-TZ 18- 1-MS 6-VB 1-1/2 8 1 Od HDG 4 10d I I-I/2HDS -.9M -10MIT1601 7 0__ 730-.: 31 31, Rl, F32 HL 16d HDG, 4 10dxl-1/2H])r,- 1105 1.215 1215 7M 7BG AIS26 LLMS 18 I -MS 4-laM6 1-Y4 1 - 4 1 10d 4 lod x7ff -1 lam I lommo I ilia JLIS28 LUS28 18 I-M6 6-5/8 1-314 1 - 6 10d 4 lad IT140 [12701 TM 1 .1115 5, FL54 F2 1 2 x 8 MUS25 MUS28 18 1-M6 5-1/16 2 1 - 6 10d 6 10d IM 1475 "S I Sm - 31, Rl, LOM MLWB 18 1-MG 7-1/16 2 1 - 8 10d 8 10d 1710 1970-121401 1230 1 F32 SLIH26 un 16 1. 1-SA6 5-V8 2 1-3/16 V - 6 10d 4 10d X 1-1/2 1-.750. SHOD BID- 1- 755-1 6 Ifid 4 lDdXl-1/2 880. 10M I 10M 755- SUR28 16 I 1-9116 6-SM 2 1-3/16 - 8 10d 6 I 10W-112 1 =I 112011 121 a .10 16d 6 6 1OdX1LI12 117511335I1440-1 800- I 16 -1;:518- 5- 2 _L :14 16d 16 16d- 276D- 3140J�i45-j lM2r,-- .HLWS- 16- 7-3?t6 3 2 &- 16d-' 8 -76d 4W 14345 [' 2M F2- HD28 I-S/Tu -34W -ZWT 1-1111 Affic- - -Ir --lat INXI-1/2 'rMF !3M17T4Wj lia �46 6 I= 139011490I 825 r11701 H0210 HUMO 14 1-9/16 1 7-YI 6 2-112 VIA IN 4 10d x 1-112 Iw t 17351 USS-1 M 7m 14 G 2M I ZMJ 2h18-1 0 I)UMbads have bow increased 6D% forift arselsmic-ioads; m km Do Ad be pmu*W& 2) 1 Ed dakers (0.148 &L x 3-1fi4' b4 may he used at M atibe We badvhm4fi&=mmcm wo speclOW Ilk dons not ap*b JIS, WA LM skit nd hmwm 3) For JLrS, HU% and MUS hangers: Nab must be driven at a 30'b 45'zigle trmo ftod artum kb the headerto adieve the table bwL 4) NABS: 1 Od x 1 -1 IT reds are 0048" c2Lx I12' lonj 10d mks are 0L14W ifiL x 3' ball, 16d rob are (LI 6r din. x 3-I2' b4 Now puducts or updated p` eink am dedWobd in bilm buL i4 &zmdon Finish lii6iie6i Sted MW Coat MM Wftb Tmc A H 112 Continued an next page a Hangeris . Face MountHanger Charts -, -- -1 MITeV - - ,Jast Sb LL :kN .aa Fd. Na.U, fin) - 2AS 'FastenSched br, Ufa- WISP :AlloviabkLidiahL cudi Ref'. filax. er-. D'A Flik Root - .115% 125%1609G JLIS24-2 UIS24-2 18 3-1/8 3-7/16 2 1 - 4 16d 1 2- 16d 805'. �._qmn 965 325 (2) 2 x 4 SUH24-2 1124-2 16 3-1/8 3-1/8 2 11-1/8 - _L 10d 2 10d 750;- U I M' 380 4 VWJ 380: 1 6 lfid 2 10d 880 - ^-UM HD24-2 -FUS24-2 HL124-2.... .14- .3-1/8,. .3-1/2 - 2-112 .1-1/81, - 4 16d, 2.1 -10d815';j.;fi95. -.745. :.:m 14 3-1/8 3-7/16 _2 1 1 - 4 16d. 2 16d 1 D40 495 - 4 HUS24-21F -JLW SIJH26-2-:*. 14 157K34el. 3-1/8 .34/8 3-7/16 SAW: W 6 2 -.2 2 1 A - 4 __16d __2 4:* 16d ..16d .10d '-850:1 1040 1 250114051 W_ 11185. lual 495' 12201 TT 1515t 755 1B00j 755. I Od-' 14ZO-1 1670J HD242 .: - W24-2 14'.-- 1-11a J:-3-12'4.2-112 -T-lA t 2' '10d- 615. [ MS.� 745 1. 385 HLLS26-2.' .1cS2S2-.--: 14 34/8 J,5414 . J '2 . .16d .-.4 - 16d.* 1W51 1235 13004 1155 MS26-2r- f:HUSC34,!-. I ::14' 348 J''S-N .--.-2 -.16CL jBd 10M .1=1 1300 .1155 * i-B. :.8 ifid 4 Od .1230 IM 1490 I 077,• MaxA2 6 1950 209512235J'.117 .7 i' -KC�2 .14 114 .:. i - 2-12' -*. illGtF l6d '4 IN 129D 1290 *.78007 114901 780HD26-21F- 2235 J.1170 ix 12 .-B JM 2085 JUS26-2 LUS26-2 18 3-1/8 5-19 2 1 - 4 16d 4 16d 1040 11185 1220I 130 1 17i AWS-2 LLM8-2 18 3-1/8 7-1/8 2 1 - 6 16d 4 16d 1325 I.SfC 1645 '13W I 9 SUN26-2 U26-2 16 1 3-1/8 5-1/161 2 1-1/8 - 10 10d 4 10d I 1250..1405 I SMIS Zg� 10 16d 4 10d 1.1470 16701 IBM] 755 SUH28-2 - 16 3-1/8 6-1/4 1 2 1-1/8 - 12 10d 4 lod 11500 ; 16851.18151 - 755 12 16d 4 10d '1765 -19151 191S.1 - 'HUS26-2 HLMS-2 14 3-1/8 5-174 1-2 1 -1 - 4 16d 4 16d 10M .i235 13M '1155 HLM26-21F HLSMG-2 14 3-1/8 5-1/4 1-2 - 4 16d 4 16d 1085 IMM5 13M 11-55 p2x8 MUS28-2 HUS28-2 14 3-1/8 7-18 I F_ -1 - 6 16d 6 16d 1625 .18504 1901 JSU HLMB-21F HKL5C28-2 14 3-1/8 7-1/8 2 1 . - 6 16d 6 -1-6d 165: lumm ims I laic 5. 026-2 HL126-2 14 3-1/8 5-1/4 2-1/2 1-1/8 16d 4 10d 1230 13M U901-7M I R5, F2 Max 12d --6- --1 ff'o, :2085 223541170 H026-21F HUC262 I 14 3-1/8 5-1/4 2-1/21 - 'on a ifid 4 lad 1 -1230 :13W 149ND I - 780' MaX 12 6 1850 " 2D85 ITM351 ri im JiD28-2 HU2.8-2 14 3-1/8 7-1/8 2-1/2 I 1-118 Arin Max 10 14 16d 4 10d 154011735 IBM • 780 6 zo F2430 I me I= HD28-20-- HUC28-2 14 3-1/8 7-1/8 2-1/21 - 1 1 '62 110 16d 4 10d 150 17355 IBMI- 780f .14 6 210 2430126M4-1170 JUS26-2;.-.. 48. - fit - .6,1 l6cr f.- -4.: l6d� .133 Bel -ism JLU l, LUSZlJ0-2 9-1/8- •2'. 1 - 16d 1 6 1 16d - - 1845 21051223DI M 16- /a-- 6-1/4 2. t*lod j 4 16d- 10 15DO 1685-1215 1 75 5� SUH210-2 -U2M-2-.. -A's =11W 1 is. 6 26M I =a IMS HLW.&2 M-2. -44 1 --6- 16dfi-J.16d IMS.,UWf im lam HUS28-T1 HUMSIM28-2 -4•. 348I- 77W 2 -G l6d' .I1s62e5. 859 1995 lau 2X10 IMSZ. Him• 171,2 •mi Bib NXU. 11L I1 RM 2810 IIM lire Z� 2-1j2 6d 1540 TM 1865 - -7W, 4 2155 4,34fir-11, S,1M 2:_ 16d, 2M M4 2668 1; M21" L.14 344 9AAr Isu '�Afd'_ .2M :2465f2M L�22M, 1 H -2. MO 9 - 2-11d lGd.* 2w. 24M 26N� 1110, -303 'VW 71 sp li:41" 2-"- ;I11. r rr No-. -200 30M 11M. 30513M 42M� H=0-21F 7 HXWO-r.j ---14- I-1A 9: 1-3-.. 6 -4 WE SMS SWJ SW ff 1) UpEft loads have been I or seloic haft no further Inca= Ad be pendk& 2).1 Bd d*= (cLi48'& i 4 f-i'74' fidi* be uied at OX of the table k)ad where I fid cmmmam Spedfiei ThIs dam lief ap* to aS, HK MUS sWd nd ba� FWJM ff� and ha"ge="-' N--a buiioistbe dtiverl eta'jr to 45 mo ftmgb the OrtrIMb6filli2dertoaddevettetableloak A WS3 Wood Stews are V4' x a- jjjjjd are bExW v& HM hmpm s y BI NALL' 10d naft SM CLUB! c9a. X 3' 1bnj 16d are 0LI62' ft x SAX kng. New woftch; or updated product ftroaffm are deftgbd In blime fimt. D w 114 Confinued m next page �:ar1g2•PS Face Mount Hanger_Charts - = MiTeV 3oisf sae -`- StorJc Na.: . c°-- .' MAIL ._ ''�--. &auge .. flirrreasions[mj: FasfeirerSelredule�?'`.._:•=..��`- -DFIS>r'... '••ABmerable LOadS•(I.bS.) •-. D - 'O :' ` :Rat `Nax ptg" Ael - _., �`.,� �IJ�I- •• : ' :Nag '. W : H' - iJ1 ' .10096 1is96 12596 '160% � SUH314 t!! U314 I 16 2-9/16110-9/16 2 1-1/8 I - 1S 10d 6 1adx1-12 •2250.} 2575 2725 1135 1S 16d 6 10dx1-12. 2545 •3000 3010} 1135 H0314 HU314 14 29116�11-5116 2-12 1-118 Min 16 16d 8 1�x1-1h2465•2780 - •3695 4170 2980 4935`}.:2045, ' 11M Atmr•• 24• f2 3 x 16 HM41F I H=4 14 f 2-9/16111-sits 111 2-12 - 8t - is .16d 8 1edx14/2 24 3695. 4170 2'W- 4435 :12M . 2D45 { vax 24 12 HD316 HU316 14 2-aM6I13-5/16 2-12 1-1/8 t Max } 78 26 16d 8 ladx1-112 4005 } 3124 4M 3955 4435 { 15M 2D45 12 H03161F HUC316 14 2-9116�13-5/16 2-12 - WM Max } 18 Z6 16d 8 lQdx14/2 40%. W26- 4435 3355 443s 15M 2045 • 12 :(2)3LLx8 HD33-2 `=_::..} HU38-2 _'. .14 ' S-1/8 :-6-1/8 2-'12 4-1/8 46d' ' ° .'. 1540 2155' 1735 2430 1865 2510 .'780 .117D Mai �. 1.4' 6: HD38-2 R38-2 - 14 5-1/a 6-118 2-12 - 1-118 -Min.._ Max _.10_ 14 __.. _ 16d _ 4 - -- 10d 1540...1735 1865-1, -780 -- - 6 2155 2434 26t0 ' 1170• (2) 3 x ]0 HB310-2 HU310-2 14 rr118 8 2-12 1-118 Min 14 led 6 10d 2155 { 243012510.1 1170 Max 20 10 30s0 3475 1 3725 1625 3x1Z i HD312-2°•`� .... H U312-2 - 14 51/8• _ 10- •212 7-1/6`10d' { )2465 Z7B0 29� '1D65 3695: 4170 4470 1.2340 (2) 3 x 14 tj HD312-2 t HU312-2 lti 14 1 5-1/8 f 10 iil;4 2-12 1-1/8 Mhr max{ 16 24 -V 16d 8 - 12 10d 2465 36M5 2780 4170 2980 4470 ' 100 } 2340 _: } JUS26`-1. '_ ':. L11S26-3 •.1 19 4-5/8 4-1/2 {. 2' } • 1 16d 4 . , 16d • _ .{ 1040 1185 1220 } 1355 j 5UH26 3 '•• .= ...: - :, U2o-3 ' •. 16 • - 4.5/8 , - t .5-14 2 .1 l `-: 8 10d : 2 _ : 10d :' . 1000 { 1120 1165 3a0: . 8 : 16d - 2 "' =10d ' : 1165 { 1165 1165 380. . (3) 2 x6 ' : _ iiDZtr3 .' -; _ .. HU263 ._ _14 = . 4-!iM I 4-111 2-112 E_- . ' -1-118 Mm } B:• .: 1bd .4 ::. . ; :.1230' _ '.!Dd' '.51 ; �'- : 1390 1490 780 Max '•12_ 6:. 1850 2M. 2235' 1170 _ HUI�6 3' - - 14.:{ 43/8 ! 4-12 2-12 •: =:. = M•m. • 8 ; '- asd ' 4 " _. : " :. 10d.' • 1230 1390 1490• • 780 E , F2 Uff . 12 --6 ]850 M&i 2235 1170 JUS26-3 } WS25-3 18 { 4518 4-112 2 1 - 4 16d 4 16d 1040, 1185 122D 1355 JUS28-3 (LUS78-3 18 45/8 j 6-318 2 1 - 6 16d 4 led 1325' MO 1645 1355 SUH26 9 UZb 3 1b 14518 5 1/4 2 12-112 1 _ 8 10d 2 10d 1000 1120 1165 :• 380,' 8 16d 2 1od 11165 11-65 1165 j 380 HD26-3 [ 1 HU26-3 1 14 4-W8 }I 1 4-12 i 1-1/8 8 16d 4 10d 1211 } 1390 1490 } 780 Ma 12 6 1850 20 2235 } 1170 (3) 2 x'8 - HD26-31F HLK*r)-3 14 4-5/8 4-12 2-12 - wm 8 l6d 4 10d 1230 i390 1490 780 - ' Aux 12 6 1850 2085 12235 .-1170'• HD28 3 - 14 4 SB 1 1f` fi 318 2-12 1-1/8 Min 10 18d 4 10d 1s40 1735 1865 780 Max 14 6 2155 2430 2fr10 1170, - _ FID2B 31F - -14 4-M:4, fi 3W . 11 -ZV2 . - Min- lit 10- ' 14 : _ 4 _1od_-. i540 := - -78(-- _ 6 2155 2430 2M ' 1170 1=3B` }-48= _ --i -: '- 6 . • 16d- - 4 }. -:.16d 13?�r 1 t5=1355 :- JIL52l1 3:'•` - _ US2]D3 _ -18 - a318 :8 318 2 ' : 1.: { - : B _ 76d • 6 ' fi ' -.16d i845 2105 �90 { 120 SlHi110-3 s -:. _ _ ` ' �.: �.. - -" : '° '14 }.•lid- 6: lod t1750 -190 2120 ' 4135'. 74 :16d '. 6-:r 10d . •' 2�0 233s 25201.1135 - HD28 3 _ _ :' _ ± °_• '14 4-518 fi-3f8_ 2�11Z 1-1/8 tiBu'.' . Jlai 10- :14 '-- 16d ". :.4 : M 1540 1735 'ISO 784• s 2155 24M 2610 1i70 (3J 2z10 HD2&3�::•._ `• ,_ .. - -14:.4 8. •rr3B 2412 .-= = _ lam[ ` t�F 1sit _ "4':', :::-. - 1540 1735; ai8$5 -780. li": 2155 2430 2610 117D: -_ 1ID210� ,- _; -iiD27G3 :- : •-' , 14= 4-5r8 8-l/4 :' 2ai1 - 1;l -:-� • 16d, :. .-. r .1Qd 1�t: ;'2ffi•- : 1Q 3080- -3475' ZZ 1950- -1ltxza3 _ _ i4: . 9 518 'e/4: :. zit • .- . ..--- _ . _. ' n1� 16d • :.:. . •. 2430- 2630 : irm- allot :- 30, .ad : 10 . 308Q Mg. 37?5 105D HD02i0�3F':' I'ME021D-3 "14 ° 4-M } ',.J - =3•. 1" ' :-:X-12 IN . -6 _t=---W53 t s01s S90 t 5590 1 2975 31,Ri,F32 1) UpE toads tmm hem k=eased 6D%forwed cr sei J loads; na t Mff mffease stm0 oe p 2116d s nios OL148 d1L x 3-1/4' W may be used at OX 0tihe table load where 16d unmans are speeded. Th'e does not appiyto J A Hlr, mm start rail trzffrgers. 3) iMSi Woad Strews are 114' x 3' long and are InchmW wft HM hangs 4) RABS 1 Od nails are 0.148' c1L x r ft 16d nails are 1162' dm. x 3-12° long. New products or updated Preduct kdm n8fim are desigrcatedin bbw tact. A Camtstnn Fersh OlStainless Steel Meld Coat MHD6 ■Triple Zinc H 'F"�"a.os-i^.'a:��07'.`:c-,L�-�''�.-=r'z- �•..;..,s.�•�tza,rr��..Z�`�-,_- _• _. -. - .. ,- - '_- - �-.--- `°±�` 1'��,sa'n'P�•-.cx -- _�{"'a'• •dr��'��.•'. wy� D ` Continued on next page 117 4 Hazwrrs - Face Mount Hanger Charts-'�ITek- m z . _ •- ' ', •" � JcistSrie _ : '• .USP �: Stadr H4 ' : �: - _ .. . Aet7do: - _ � S� • faage .. .•. - .. •Dimensions{N) •~... - .F�ter•Sdtedu •.:•;:'• •:-: :.-. DF/SP ...: - EAOmarah[eLoads� • ' ;:f: _• , o,: _ '' •_ _ . Cade' . :'i Rmt. - :. - . � - 6AIDr , Hrader.� - :-•do5:t •'- � , " j • ':. ; W _ -. - : H ' , , D . - '• 1 A _ 'L _ - .Nail " •,;,9•. f Qrly ..,...yz :. _ HaD Fbar ::. Rodt::.'. UpDftt 1DD% 115% 125% 16D% JUS46 f W846 18 3-518 5 2 1 1 - 4 16d 4 16d 71DO '1i85 12?D '•2355:. 5UHg6 1146 16 3-9/16 4-13f16 . 2 1-.1/8 _ 70 10d 4 10d •1250 1405 1515•f' 755 10 16d 4 10d 1470 ]67D 18D0 .'755' HUS46 HUS46 14 3-5/8 : S. 2. 1 . - 4 .16d 4 -- 16d . -lM -7235' 13M 4x6 HUS46F HLWG 14 3-5/8 5 2 1 - 4 16d 4 16d -1085 -MF 1300 •1155. HD46 HU46 14 3-9/16 5-1/16 2-12 1-1/8 R6n 8 16d 4 - 1Dd 1230 1390 1490'' 78D: ::1170 Max 12 6 1851• '2085 2235• HD46F I HUM 14 3-9/16 5-t/16 2-12 - Arm 8 16d 4 tOd 1230 -1390 f 14901. 780. 1170 u Max 12 6 185D•I2085 2235 3-SM. -: 5 :-. 2 . • .1 - - =4 ..1bd' ==.4;: -° 16d.! : •j 1040 f 11M 1220 1355' : • t.. _ :JUS48' :% �11548 • 18 -3-5/8•�' 6-7/8• .f: 2 •1!..(= _=: -fi ''.16d j'-4.- -'16d f•: 1325 ]51II 1645f 1355 •• .. ': - -,: M46- • - - : S.13/tfi :_ J146 � _..._._... .. -I6 ;: 3 9/11i 14 ._2 .: ] ,1./8: : - 10 10d' 1:�4- '-;:Aad `.r 1250 14M 1515 • •753 . ,_755 - _ ..1dI0 F 7670 1800 r . •10546= HUS4fi': -. '14 . f : 3-50 . ' 5.:.. 2 1 .- •-. :. 4' 16d ' := 4' c' '-= 16d :`- 'IM .1235 j 13D0'I 1155 { :., .. HUS968 -' fiU5C46 :.:7 3-S/B• 5` . : 2'....1 :. •'-= == ' 4 ..:.16d. ( .4-= = l6d %- 1D85. 1235 13� 1155 -' HUS48'• 2:: __. { HIS48 { - 14 3-5/8 :: T. = �. 2 • 7 -; "'ate ' :. 6 f . •16d . =. 6:=:r =• l6d c: =' 1625 1 Ma lag5l 1810 •' HLG48F = '. f'HUSC48 ..} '.14 i•3-SM • :7'. 2 I. 1 . `':- 6 ". 16d : 6:. ". :16d' 1625 7850 1995 16]0.� 4xe: H696 _ ` _ HU46` . ; 14•: 13- 'S :_6-ih6 2-112 _ •1-1/8' -. NGn ' 8 }_ 16d -=. - . 4 10d. '' : - 1230 1390 1490f 780 117D • fl6Ax -12. 6 -. 1850'f 2085 -2235 - .. HD46�.--'• .•: j E 1IUC4fi -."r• .• 14 .. -'--4 i 3-9116 '. 5-111W ••.• �2-1/2 1 1..: -. �n f 8 :16a -. 4 led ;; ' - -• 1230 1990 1490 780 5, R5, Mgt 12 --6.• 18mf m85 22351 1770 .:. HD48 . '.. ..., .: • : 11U48 •.-. - �- 14.. -. 3 9/1fi : -_ fi-15/16 2-12 1-V6, RlQn MaX 10. 14 d : 1fid 4 . 10d - • . : . f 1540 t735 18651.780 • F2 6; . 2'155 2430 2610,..117D. ' i4 3 9ris :6-isri6.�i-ir�=..: 10 16a.: 4 6- _f } 1Dd. ' 1540 f 1735 1865 M MIDI - 14 2155 2430 2610 A70- .1.L11548 18f 3-5/8 fi-7/8 2 1 - '6 16d 4 16d 1325 1510•f-1645 1 JUS410 111S410 18 B-7/8 2 1 - 8 16d 6 1 16d M-1 MOSI 22M 19W SUR410 . U410 . 16 I3-SM I3-9116 1 . •-- 8-3/8 - 2 1-118 _ . ...16 16 10d 6 f 10d 2000f 2245 .2420 1]35 16d 6 -10d Me -26M 2880 1135 HUS48 f HLS48 14 3-5/8 7 2 1 - 6 16d 6 f 16d 1625 1SM 1a95 181D• HUS481F f HUSC48 14 3-5/8 7 2 1 - 6 16d 6 16d 1625 .1850. 1995 -1810: HD48 HU48 14 3-9/16 6-15/16 2-12 1-1/8 n 1D 16d 4 led 1540 tT35 1ffi5. 7� @Aart 14 6 2155' 24M 2610 1170- 4x10 HD481F HUC48 14 3-9176 6-15116 2-12 _ Min 1D 16d 4 1Dd 1540 1735 1865 780. Mar 14 6 2155 2M 26d0 _7170' HUS410 HUS410 14 3-5M 8-7/8 2 1 - 8 16d 8 16d f 2170 2465 2660 2210. HUS410F HUSC470 ( 14 f 3-5/8 8-7/8 2 1 - 8• 16d 8 16d 12170 2465 26M . 2210 - HD410 HU410 _ 14 3-9/16 8-131i6 -2-12 1-1, Min 14 - 16d- - 6 -1n - 10d 2155 2430 26�l0 ' 1170' - - : 2a- aclso: - _LHMM� - - 14- 2=f2 - - _ �_ Max- _.-14- 20 _ 16d = fi=. v . = 11 - 10 3060 .3473 •3TM AND H1 M F { HUC0410 1 14 3-9116 9 3 1 72 1 12 W53 6 WS3 15015-1 EW 559tf 2975 31,91,F32 1) LkMbads have b=i' M%tared arsasmie laad; no tffbw koeam shd be pamd. 416dsirt3 jU48 dbL x 3-V4' bd may be med atOJi4 dt a table toad wham 16d caimans are spedfied 7iia does not apply to J115, HA MUS *lard re6 hers 3) U3Wmd 5cwsam VC x3' lagidae hided ii M HD0 bangers 4) 11AR.410d naDs an:tUr dsixS bij 16drst@s ae d16Y dra. x 3-12' 1ong New pra I I mr updated prodrrdhdama6m are dedgtated in btta tad. emms m Fw-mb ■5la *=Sleet F-& rzt tftma mT1 7m 119 .p " ' rLj c=:; MINIMUM GRADE OR LUMM ,,ee, ; Tip Chord 2N4-IM J2 SPM #1 J2 oT better 6'WU Chard xx;S(+) ON U4 9P #2N OR 6PF #1/#2 or batter Woby Zx4 M? #3 or butler t?3 W MAY Be RIP.P!w FRGM A Sul. prt "is; OR rgUAMIg ({!) ATTAGH EAOH;VALLEY To EVERY SUFPORRN TRUlS,WUM m led HOx (v. ar R 4A NIDmmw LEO FOR ruc° n �. Muc-tn Per , r _. MFAH NEW, ENOLOJIEO VIA O. i FXP. 0. RUIUMMM. WINO To OL►•S Pd► F''dEft W681'"Eo 4' o 8'--0 Max IQUARIC pUr D F VAUX(. I W, I,Mi 1 WIMa 4 Wlna Win] a . WIMt.7 t>a 6'--0,"M0x Spacinc 20'--0" Max M)', SUPPOfiTINO TRU88 AT 24" O:Cl; ".' -I�UN• SPACING, 77 1 TRVSIS- UNLE44 9'�Pk"goQIFIEO DN eOIN�EjE1IR'S g9EALE0 DESIGN, APPNI. IM "r �DMCE aox 9RAoU.Y gPAO D.F�oN EGiiION. vnuATE,r w�fliB cnr�T►aiNp;=2i� ` 8;0 N° MMIMUM YAmy VERTIDAL' HEIONT MAY NOT Kam) Vv—o", TOP PHORO OF TRUSS! 01NFATH VALLEY SEr MUST' UK BRAVED WRHM pAAf111T1011TjAdfI6De RATED SHEATHING APPIXP MRIDR TD VALLEY TRUSS FURUNS AT 24" CO.! on AS DTAmmc SPEOIFIED •DR KNOINEERS' SAW DESIGN BY VALLEY TRUSSES I USED IN LINU -Or PURLIN SPAOINO Al SPKCIFIEO ON ENOINEERS' DEALSO •DE91ON. (Ift)NDTE•TfI�7H THE PUIIUN hPA01 O ICR BMCINO THBP CNOpD OF THB TRUBB orNFATH TNC VALL[1� 18 mrm RFP ALONG THG 81AP OR TN6 TOP CNORo. (oq) rl RGEERR SpAANs I Aj ODE BUILT AS LONO AS TFIE VERTICAL HEIGHT DOES BOTTOM CHORD MAY'BIE SQQbRE OR PITCHED OU'r AS SHDWH. lSLLEY I , ppu��RyEE !) 72d o�TT% CHORD WIN WO! Tor HAIL OPTIONAL:y�'U13 OPTIONAL HIP END VEfil•IOAL JOINT DETAIL W ct r- r'I T r, Fnopon bmalnp 4 nut Lhd rupomibl V of IIOar dalpi ndr trnn 4 pr labrlauloriallr, u4aan wlinpp q* ooalkr Woo Ieyardbtpp motion bnrblp which h ah rim is#. and dominobq dadnp ,nano; and prnflanMl bnolnp !I on)wwwMwllm..u,....w....I.:.I R...w 0p Tlvarr In to to inctrd 10-4lorlerd-h faked N I A when no ihroilnf, h G�plhd dh* to Iha topp!ahv!dd rAIclOrd on Ihd rued Won. Trursu shag k lronMe It cm FRAMING 9 TO LL 20 20 PSF TO DL 10' 16 PBF DC DL 10 10 PSF so LL 00 00 PSE TOTAL LOAD 40 40 PSF iVGilOil f1 m 1.28 1.25 I si7,UTH 14N TR SS com ANISS MWA" p+w,..ne i i � `1e� ENb,�XON� AND 0"" w, oc,n,�•n .•�..•-••• LmvE gBEKIENRO XstMINIMUMOFOFWEuLEN e Bp B —U�— n 0 Se3 L 9�T}NN 11'-IB'0"' our �at4 t I) m u —g s ex4 ' I) p6Ait 8 IJO.E; AND HEE7 pU1 i N REFER TO OHART• A13WE FOR MAX OAEILE VE"CAl. LENGTH T 1-1 —loll molwlaalurar Enollon braft It not the neponelbIDW of imst designer, p nor hues fobdealar, poem erw Inma or; oautbned to eeeh pvtowow Moo rogardl eragan braoing xNah b airon n9alnd to proven( toppling and dambwing during its de mnd ppmnomnt bmdng xhleh mot bo rvyuind In p i e rce D i V i s l O n a olllo appRaollom. Sot91 5ummury ehesl IOommmlaq am1 raoom elr eo j1 Kin�77 HI�qhwuY, d�e�oM ler hand@Ig, baladtng A brad", molal pd"Conneoled eood It: �IPQ. Maidmun 'Total Load 00 pSF at Ism, d40B 1 Tim" are Ia beeptied and radmod bI [allured bI o lbaighl and phrm6 paelllon sz—Odao z)4s4-41ea xhero no ehwgllpo h pppfled dirtolb to the top ohorde Ihey eholl 6a 6raoed as SPACING A7 Zh° OTC` Fumi(7.77)3—Once epeolh� on the 4ua dnipn, Trum' ehoq be handle x�lh nueanobio lore during . � 1—Y Ri oaI F'ic INiMUM GRADE OF LUMBER Chord 2x4 SYP #2 or better tl:`-.""hord 2r4 SYP #2 or better . j,Wrbr 2r4 SYP3 or better 1MI70 BEAM DESIGN FOR DISHED PLATES r PJ90YSACK VERTICALS AT 4' 00 MAX. ' 6a, Ypp,11 M p{ORD9pp�E9MUST DE STAOOIERED 90 THAT -ONE SPLICE ISEE OVER ANlfi1ER. ppTO�P gO��lO�p�p�' �{D.1 IOOYDAOKERS E1tG7f1 iHL'lO N', it � *11 pUAU S B P a D O PdR11N0 uss. F.l70 ENDINEFA'S SEALDED DESIGN FOR REOUINED PURUNSPAOING. g �Q—uETAn. 1.4 APPUCASLE FOR THE FOLLOWING YA,NO CONORIONSt � 'H WWD, • 30'. MEAN - HOT. ASCE 7.1 a CLOSED DLUa. �� ppC'ATEO `ANYWHJMVIN ROOF, 1 • MI. PROM COAST 19Ri ll oG• o, =TANG S70+OI-x • Pvr,` WIND' oa oL . Per �41014MIVHI ND:P� MiN9HGL" p00F 0'D(Lr)eT'P8Fi+5TINt1:l9C:Dtl� kjr FACE LdNO AS 9�OfH FACES�ARE SPDAMCED 4'E 00 MAX. S.' ti NI 's 1 * ATWH OPTIONAL 7SP ucEE WOH B WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE; SP bltt AS WEB 7'9" TO 10' MEMBER, OR BEffER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES A5 WEB 10' TO 14' MEMBER, OR BETTER AND BOY. LENGTH OF WEB MEMBER. ATTACH WiTH 16d NAILS AT 4" O/C. \ I " CDx PLYWOOD wrm 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. 17. T Erection bmting Is not the neponei ft of hot dnigner, plats manufaclurer or hun iabricalor, puwne treaVnp hueut an eaulla nd to took prafeetlorml atMas regoldingg smclion bmdng which It ahmp nquirW to pnrtnl toppling F v rt Pierce Division and dominoing dodag aeallorg and parmamml bracing which may be ngaired in 2seo pp Klnae NI boy, a ma appll uonL Sn 'gCSi—BI Summary sheet Ibmmenlary and mommen— Fort Plarce, FL +O'J1 d arm for hanft Wftg & bNefig mead plols eonneeled wood in"de (TPQ (800)Z3Z—o5DR (772)4114-41 SO Thou am It bt eraeled and fwleined In fadened In a ebalght and plumb poelllon Fert(772)] j U-001 S when no sheogng It applied dkeallj to Iha top chard; Ihey shall bs bmad m speciNd on the Irun sign. 7runet ehallbe hondls eilh moeanabis con during emilan Io pmmnl damage, _ i JOINT TYPE SPA NS UP TO 30' 34' 38' 52' A 2x4 2.50 2.50 30 El 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 Maxlmun Loading 55pof at 1.33 -Duration Fanllrr 50pisf at 1.25 Duratlnn Factor 47pef at 1.15 Duration p'uutan SPACING AT 24" O.Q. L-BRACE DETAIL ailing Patter . L-BracNail K6- S'¢e . Narl Spacing ix4 10d 8@ o.c. 2x4, 616d Note: Nail along entire length of L-Brace. ' (On Two-Piy's Nail to Both Piies). Note; L-Bracing to be used when continuous lateral bracing is imprac#caL L-brace must cover 90-W of web- lengti : ' L-Brace Size for One -Ply Truss Specified Continuous - - -- - - -- - — - Rows of Lateral -Bracing - - NWIs Web Size 1 2 2x3 or 2x4 1 x4 �** 1 } 2x6 7 S *t* 2x8 2x8 + } DIRr=c r SUBSTMMON NOT APLIcABLE SPACING VVEB l } Nabs Section DeiaiJ L-Brace -W b L-Brace must be same species grade (or betier) as web member.. L-Brace S•¢e for Two-Piy Tn= Specified Continuous. Rows Of Lateral Bracing Web Size 1 � 2 2x3 or 2x4 2x4 „t 2x6 2x6 ..Y 2x& — DUURrr a . sue- a-.. .... �-�"c= - , .:-..;� ,.r.�•x+T•�.-:.__ - - - -. . SCAB-BRACEDE-WL S T - S C AJS - B; R;R. ��C E Nate* Scab -Bracing to be used when corrfirmus adera-1, bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web THIS DETAIL IS NOT-APLICABLE'WHEN BRACING IS REQUtREDAT-113-POINT-8 OR 14BRACE IS-SPECV1ED.,''. APPLY2x SCAB TO ONE FACE OF WEB WITH 2 ROWS dF_1 0d'(3- X 0.1311 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 =-IZ-0" scAB BRACE 2x4 MINIMUM WEB -SIZE. MINIMUM WEB GRADE OF 93 Nas Secfjon DeW e Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. .�, T-BRACE I PBRACE DEML I . Note: T Bracing / I -Bracing to be used when continuous lateral bracing is impracticaL T-Brace I I -Brace must cover 90% of web length. Nate: This detall NOT to be used to c6fiGert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size Nail Size- Nall Spacing 1x4 or 1x6 10d . B' o.c. 2x4 or 2x6 or 2x6 ( 16d 8" o.c. Note: Nail along entire length •of :T Brace [ I - ( On Two-PVs Nara to Both Pries) . . attemate position Na@s all ristte position -- Nails Web i-Brace Nails Nails _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 -or 2x4 1x4 (I T Brace 1x4 (I I -Brace - 2x6 - --- 1x6-(I T Brace 2x6 l-Brace- w W T Brace 2x6 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 2x6 TBrace 2x6 I -Brace M 2x8 T-Brace 2x8 I -Brace T Brad/.I-Brace must be saw sper3esaW grade (cwbmEx) asrmb (7 NOTE if SP webs are used in the Mi s,1 x4 or 1 xt3 SIP must be stress raced binds with design values fiat are e*dto (orbettm) the truss web de§kjn ;dies. For SP truss hki6iir grades up to 42 with 1X "material, use WD 45for T-Braca" For SP truss lumber grades up to 41 with iX_ braraiig, material, use IND ss for T-Bracell B Job Truss Truss Type Oty Ply Renton-Jem-Island Al Roof Sipeci2d 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 - Run: 8.31 G Aug 13 2019 Pdnt 8.310 S Aug 13 2019 MTek Industries, Inc. Mon Oct 2816:43:48 Page:1 ID:dmG6g8FFzlf8Hu[IMFxjByPcjA-7ndhY10oRQyVXu5gsENs7H8o3yaAllfCuW hDlgyOr3w 2-0.0 5-1a9 42 5.2 a2 -5 S1a15 7-0-4 7k3 6.17-1-7 a -4, FL 31.3-0 44- 1-12 2-0 5.10-9 1 59.3 62-13 "1 7.43 1-11-0 3-16 1_7.5 3.4-11 324i a2-13 Scale=1:82.9 Plate Offsets (X, Y): [11:0-2-8,Edge], [19:0-6-4,Edge], [21:0-5-4,0-1-8], [28:0-2-2,0-1-0], [30:0=2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 1.00 Vert(CT) I -0.64 18-19 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.28 11 n/a n/s BCDL 10.0 Code FBC2017ITP12014 MatrixS Weight 298 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except' B1:2x4 SP M 31, 62,F2t2x4 SP Na:3 WEBS 2x4 SP No.3 `Except' W4:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 7-2-0 oc bracing: 13-15, 11-13 WEBS 1 Row at midpt 5-18. 6-16, 7-16, B-16 JOINTS 1 Brace at Jt(s): 13 REACTIONS (lb/size) 2=2491/0-8-0, (min. 0-2-1), 11=2192/0-8-0; -(min. 0-2-9) Max Horiz 2=284 (LC 8) =Max Up]M---'=79=t-(L-C-8),=t4=z604=(LC-9)— FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 2-3=-4161/1145, 3-4=4563/1290, 4-5=444211311, 5-6=3442/994, 6-7=2487f750, 7-8=2488f779, 8-9=3140/831, 9-1 0=351 17937, 10-11=-3738/830 BOT CHORD 2-32=1170/3591, 21-32=1170/3591, 5-19-242/877, 1849=1196/4029_ 17-18=776/3006, 16-17=776/3006, 15-16=509/2717, 14-15=677/3187, 13-14=-677/3187, 11-13=677/3187 WEBS 3-21=705/277, 19-21=117813604, 3-19=21/602, 5-18=1259/516, 6-18=228/858, 6-16=1270/569, 7-16=471/1665, 8-16=874/432, 8-15-72/483, 9-15=558/292, 9-13=0/296 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 751 lb uplift at joint 2 and 604 Ib uplift at joint 11. 7) Hencer(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 342 lb down and 149 lb up at 3-1-13 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert- 1-7=70, 7-12=70, 2-20=20, 11-19=20 Concentrated Loads (Ib) Vert 32— 342 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft, Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) TAll plates are 2x4 MT20 unless otherwise indicated., 5) This'truss has'been desigrfed for a t0 0 09, Uottdm chord live load nonconcurrent with any other live loads. �t Job Truss 1—s -type Oty Ply Renton-Jem-Island A2 Kw-1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL.,-34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 M it:k Industries, Inc. Mon Oct 2B 16:43A9 z Page:1 ID:1 BXhEBDJyV WRw7GwtB3pPhyPcN7-xAkRz)22zl CDmCFDzfPKCiEE_mGdmvpVMgAKgZyOr3u 2-1-9 8-0.5 tt 12 8-2-14 2.0-0 8-2-15 8-1.3 2-7-3 5x5= 6X5= IT 0.0S 6$-12 &442 'a10 1-" Bd-11 8.2-15 2-3-11 1 Scale=1:80.1 Plate Offsets (X, Y): [6:0-2-8,0-2-4], [7:0-3-0,0-2-8], [8:0-2-9,0-1-8], [13:Edge,0-3-8], [15:0-2-12,Edge], [16:0-3-0,0-3-0], [18:0-2-8,0-2-0], [25:0-2-2,0-1-0] Loading TCLL (roof) TCDL BCH BCDL (psf) 20.0 15.0 0.0 10.0 Spacing - 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI TC 0.59 BC 1.00 WB 0.84 Matrix-S DEFL in (loc) Vert(LL) 0.36 21-22 Vert(CT) -0.69 21-22 Horz(CT) 0.33 13 I/defl L/d >999 240 >773 180 n/a n/a PLATES GRIP MT20 244/190 Weight 292lb FT = 10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31 'Except* T3:2x4 SP No.2 bearing plate capable of withstanding 617 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* B6:2x4 SP No.3 2 and 519 lb uplift at joint 13. WEBS 2--4 SP Nma •Exce-X 1N10:2x4 SP Na.2 L—n GASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-21, 8-20, B-16 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 13=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=300 (LC 8) Max:Uplift 2=-61.T_(LC8),_13=-51T4LC-9) FORCES (lb) - Max Comp./Max Ten. -.AII foams 25A -(Ib)-or less except when shown. TOP CHORD 2-3=37481W, 3-4=3115/837, 4-5=2925/864, 5-6=2314/681, 6-7=1949/674, 7-8=2316RO`I, 8-9=3881/1261, 9-10=-4109/1241, 1D-11=4095/1074, 11-12=36141924. 12-13=1945/512 BOT CHORD 2-24=993/3208, 23-24=993/3208, 22-23=993/3208, 21-22=738/2698, _ 20-2t=357M949,1920=-469/24 3; . 18-19=46912423, 17-18=38/265, 10-16=-445/338, 15-16=-815/3312 WEBS 3-24=0/298, 3-22=595/297, 5-22-571555, 5-21=1050/512, 6-21=176/674, 7-20=1113/620, 8-20=728/420, 16-18=-439/2194, 8-16=567/1426, 11-16=115/387,12-15=766/3047 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf BCDL=5.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom =cherdJiyeJoad noncpncurrent with any other live loads. 5) -' Re% fc6?1&r(s)�for tniss'tolr`uss coilne--6 ioris: % P 605 L �/ Fs OR1�, G`� \\ Job Truss )�,..rssType Qty Ply a Renton-Jem-Island A3 1 1 Job Reference (optional) Sonrhem TrUW, FL Pierce,-rL, MUM - ' ' Kun: tl.Jl b Aug 1J ZU79 rnnu u.JIU'J41Ug 7J LUIU IVII IeK Inausmes, inc. marl V Lzo lo:w3rwy rage: '1 ID:Tg7DOML9BmOrtm_W NhJs5yPc15-xAkRzj22ziCDmCFDztPKCIEBrmHgmvcVMgAKgZyOr3u 2-1.9 7-59 63-7 7-3-0 6.9.0 7-2-75 7-11 2-7-3 Sx7= 5x5= 11 qxp� .axe- 7-5.9 63.7 7-4-12 5-38 7-4-11 7-2-15 2-2-11 Scale =1:80.1 Plate Offsets (X, Y): [6:0-5.4,0-2-8], [7:0-2-8,4-2-4], [8:0-3-9,0-1-12], [13:Edge,0-3-8], [15:0-2-12,Edge], [15:0-2-8,0-3-0], [18:0-2-8,0-1-12], [22:0-2-4,Edge], [25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.21 21-23 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.49 21-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.35 13 nla n/a BCDL 10.0 Code FBC2017(rPI2014 MatrixS Weight 297 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T1:2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except' S6:2x4 SP No.3 WEBER 2x4 SP Ne_a.'E><¢e9' W11-?Y4 SP No-2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-20. 8-20 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 13=20061 Mechanical, (min. 0-1-8) Max Horjz 2=282 (LC 8) _Max -Uplift- 2=602.(LC 8), 13=-502-(LC"9) _ FORCES (lb) - Max -Comp AMax_Ten - A21mcas 250 (lb) or less except when shown TOP CHORD 2-3=-3771/937, 3—* 18 , 4-5=3007/846, 5.6=42490M 6-7=2066/657, 741=24Z4e %-t 8-9-5853/1184, 9--W-412591ZS, 10-11=4077/102S, 11-127 12-13=1936/493 BOT CHORD 2-24=963/3232, 232 2, 22-23=721/2764, 21-22=7=764, -20-21=405/2130; -�812438; 18-19=-45812438r E33> d6/?39. 10-16=372/291, 1S4 WEBS 3-24=0/282, 3-23=�= 5-23=756M, 5-21=-884/437, 6-21=233/735, 6-20=310/148, 7-20=157/620, 8-20=559/347, 8-18=-309/169, 16-18=422/2227, 8-16=520/1384, 11 -1 6=-63/265,12-15=755/3084 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602lb uplift at joint 2 and 502 lb uplift at joint 13. LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=1W, Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. - 1-,All,-olgtes are.]VIT20,plates unless,otherwise indicated.- 5) -this truss has been designed fora 16.0 psf tiottom chord live load nonconcurrent with any other live loads. e� \\\\'\\N.1 --1tl Fy ii �\GENs�� ,'. PT�� Q--:2 ��1111111\�� Job Tnss Truss Type Qty Ply Ftenton-Jern-Is�G f A4 Hip 1 Job Reference (optional) •• - • • ^ • r*�� • - Run; mo i a Aug a-zu i s rnnu aslu b Aug 13 zul y M11eK InaustneS, InmW on Oct 28 16:43:49 1 Page: 1 ID:RftpwMDNhOYrzbLIZQzgenyPcGg-xAKR422zl CDmCFDztPKCiEB_mll m_WMgAKgZyOr3u 2-1-9 6-&5 fi-1-13 6-1-13 5-a-0 5-01 6.1-13 5.1-113 310.5 5x5= Us. 5X5. 9-9J3 1443 aL a 6-11-4 Scale = 1:78.4 Plate Offsets (X, Y): [4:0-2-8,Edge], [6:0-2-8,0-2-4], [8:0-2-8,0-2-4], [13:0-2-8,0-2-12], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) -0.18 2-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 16-17 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.57 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 274 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* B3:2x4 SP No.2 WEBS 2`4 SP No -a BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16, 11-13 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-1-13), 13=2006/Mechanical, (min. 0-1-8) —lvlax.Horiz- 2=264 (LG8)- Max Uplift 2=-b86-&.0 83,13=484 (LC 9) FORCES (tb)- Max COMUI&L Ten. -All forces 250 (lb) or Less exc a pr t An shown. TOP CHORD 2-3—X76aS3Z 34-34W&98, 4-Sm-345711 K 54=2RV 99, 6a-2306t683, 74=219?J637, e-9=?54TiGi8, 9-1(�2528/683, 1411=270SAM BOT CHORD 21�6 i1,1&19=711/2812, 17-18=711/2B12,16-17=12412341, - 15=.454rr4-ts, 1344=-4822028 WEBS 3-19=-320t2 ,-519=116/542, 5-17=747/406, 6.17=1541789, 7-17=262M10. 7-16=470/244, 8-16=15N736, 9-16=-372/314, 11-14=38/454, 11-13=2680/650 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf; h=16ft; Cat It; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom harcLbeload_ngproncu�rrenLvdth�ather live load 6)'Refer to girders) for (cuss to tiuss coririections. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 2 and 484 lb uplift at joint 13. Lf2Q QASE(&) Standard ct P E 6 0�5L\ 11• q TW �o A� �� 9 1p,`�� Lr >s i Telas Truss Type Qty Ply a Rar.Ysr-ist A5 Hip 1 1 Job Reference (optional) timmem Inks, rL 1'Iei0e, rL, mubl - KUnt 6.31 5 Aug 13 2U19 Pnnt 8.310 5 Aug 13 2U19 MdeK mdustnes, Inc. Mon = 29 15:43:49 Page: 1 ID:2shfE]3nLbgVfioTgHhngLyPcD7-xA cRzj22zl CDmCFDz[PKCiEBimldmubVMgAKgZyOr3u z-1-9 8.9.4 &2-12 7 0 7-0-0 B-2-12 5-11-4 5x8= 2x4u SXe= 8-9A s-4-B E104 6.10-4 8.4.8 5-11-4 Scale=1:78.4 Plate Offsets (X, Y): 15:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:Edge,0-3-8], [11:0-2-8,0-1-12], [18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (I.) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Harz(CT) 1 0.15 10 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 264 lb FT = 10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 'Except' T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B1:2x4 SP M 31 WEELS ?Y4 SP No-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 8-12 REACTIONS (lb/size) 2=218310-8-0, (min. 0-1-13), 10=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=245 (LC 8) Max. UpffL2 567 (LC-R),1D=463_(LC.9) FORCES- _(ftt) fitax_CompJMax. Ten. -All forces 250 Warless except shown. TOP CHORD 2 3 - 3 /835, 3-0=3493/860, 4.5�,'/903/683, &6--2651/684, 6-7--AZ1/684. 7-0=-2700/614, 8 arm- , 9-10=1955/482 BOT CHOM 2-17-844/3197,16-17=844/3197, 1--15 =844/3197, 14-15=542/2478, 13-14=-396/2293, 12-13=396/2293, 11-12=501/2389 VVERS 4-11=01370, 4-15=-8311432, 5-13=126/604, 5-14 -=444, 6-14-537/m, 7-1.4= ZT71694, 7-12-42MM, 8-12-2.14/256,8-11=-467/208, 9-11=497/2398 NOTES 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads. 6; Refer to girder(s) for truss to truss connections. Pmyidpine chanicaLcstnopctipn by.othprs) of truss to beanri'g Platt capable of withslendjng 567Ib-upliftafjoint - 2 and 463 lb uplift at joint 10. PEjf in 605 0 IV�!/ \ /�//Ss'GNAL .cam Truss Truss Type Oty PIY A6 Hip 1 Job Reference (optional) Southem Truss, Ft' Pierce, FL., 349b1 mun: o.s-i o I g w cu i a rnm. o.o —. nug i a c v rvn,vn u-uu, , ,... n,.a .+... �.. �... ro.-.� , vy-. - ID:75kSEvHWoKIJf4ShhHUEJOyPcBR-xAkRi22zlCDmC;Dz CiEFwmHanvOVMgAKgZyOr3u 2-1-9 7-Sd 7-2-12 6-0.0 6-00 7-2-12 4-11-4 5x5v 3x5= 3x6= 3x5v 5x6= 32-V 11 7 -1.4 24-04-9-4 7-4-8 &10.4 8-10.4 7-4-8 4-11-4 Scale=1:78.4 Plate Offsets (X, Y): [5:0-2-8,0-2-4], [9:0-2-8,0-2-4], [12:0-2-8,0-.1-8], [13:0-2-0,0-2,0], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.19 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.47 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight 262 lb FT =10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T3,T4:2x4 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 3-0-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-14 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 12=20061 Mechanical, (min. 0-1-8) Max Hor¢ 2=227 (LC 8) -Max Uplift 2=647'(LC 8),12=440-(LC�) FORCES_ -(Ib)_ Max.-Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Taff' IORD 2-3=•3771/814, 3-4=3556/836, 4-5=-3069r/81, 5-6=2650/746, 6-7=29541799, 748=29541799, 8-9=2383/668, 9-10=2771/691, 10-11=2591/562, 11-12=1961/455 BOT CHORD 2-19=-830/3235, 18-19=830/3235, 17-18=748/2964,16-17=74812964, 15-16=691/2873, 14-15=691/287A- 13=14=479/2269- IJll1B3SS 4-19=0/310, 4-18=-686/373, 5-18=147/887, 6-18=-644/304, 8-16=27J295, 8-14=-8961355, 9-14=140f749, 10-'14=126/283, 10-13=592/217, 11-13= 492/2326 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 547 lb uplift at joint 2 and 440 lb uplift at joint 12. LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) ail Vasd=124mph; TCDL=5.Opsf BCDL=5.Opsf; h=16ft; Cat \ \p,\ ' II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); \\ Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. \ i 5) This truss has been designed for a 10.0 psf bottom `� I = chord live load nonconcunent with any other live loads. — r _ - - — _6 Refer�tg pvdet(s)_f9S truss toW7 truss connections _ t _ +� _ h y, r .fob Truss Truss Type Qty Ply Revrton Jem-Island A7 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 5 Aug }8 2019 Print 5.310 5 Aug V3 2019 MI I8K Inousmes, mo. Mon uct z8 1ti:4a:ou Page: 1 ID:Dy5gLX8grSg518yXvPn6ecyPcAJ-PMIpA32hkLK4OMgPXMwZkvmLlAeuVMueaUvuM?yOr3t 2-1-9 69-4 6-2-12 7.4-9 7-2-13 7-0-9 6.2-12 3_11-0 5x7= ' 2x4u 3x6= 3x5= Sx7= 6-9-4 6-0-6 7-2-13 7-2-13 7-2-13 64-8 3.114 Scale=1:78.4 Plate Offsets (X, Y): [3:0-2-8,0-3-0], [4:0-5-4,0-2-8], [8:0-5-4,0-2-B], [11:0-2-12,0-1-8], [12:0-3-4,0-1-8], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.24 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Harz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-S Weight: 261lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T3,T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2--4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. REACTIONS (lb/size) 2=218310-8-0, (min. 0-2-9), 11=20061 Mechanical, (min. 0-1-8) Max Horiz 2=208 (LC 8) Max Uplift 2=524 (LC 8), 11=475 (LC 4) FORCES (lb) -Max.-Comp./Max: Teri: = All forces 250 _(Ib)_ariess_excepLwhen shown. TOP CHORD 2.3=3B03/918, 3-4=3229/885, 4-5=3437/1026, 5-6=3437/1026, 6-7=3437/1026, 7-13 -3310/956, 8.9=2807/761, 9-10=2383/587, 10-11=1968/485 BOT CHORD 2-19=-893/3267, 18-19=893/3267, 17-18=751/2802, 16-17=751/2802, 15-16=678/3310, 14-15=541/2419, 13-14=541 /2419,-1 ii 3=-493/2095 WEBS 349=0/265; 3-18=542/307, 4-18=79/476, 4-16=381/963, 5-16=542/312, 7-15=699/372, B-15=451/1270, 9-13=179/486, 9-12=737/254, 10-12=522/2218 NOTES ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-i 60mph (3-second gust) 11; Exp Q End, GCpi=0 18,SMWFRS (envelope); 6ft Cat \\��\� l NA B� Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenuise indicated. \ i 5) This truss has been designed for a 10.0 psf bottom / P 605 chord live load nonconcurrent with any other live loads. / 6� Refer to girder(s) for truss to truss connections. �,1� .P ovige_mechanical-connection (by.others) of truss to, - __ l ;_ A ,_ � ,— ` fiearihg pfafe capable of withstaodfrig'524 lb uplift'stjoint ' STATE OF T� 2 and 475 lb uplift at joint 11. Q i t ORl IONAL Job Truss Truss Type Oty Ply Renton-Jem-Island A8 Common 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 -Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc, Mon Oct 28 16A3:50 Page: ID:2BPo9H ceo7X9mUYksFRyvdyPc77-PM IpA32h kLK40MgPXMwZkvmSSAcS VMOeaUvuMlyOr3t 2-6-0 7.3.11 6.43 7-1 D-2 7-10.2 fi-0.3 2.83 5z5= 6 4x6= 37 13 Scale = 1:67 MIS 6-3-B-3-13 6-3-13 Plate Offsets (X, Y): [2:0-3-8,Edge], [11:0-2-0,0-2-12], [13:0-2-10,Edge], [18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.33 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TP[2014 Matrix-S Weight: 225 lb FT = 10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP tdo 3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc puriins, except end verticals. BOT CHORD Rigid calling directly applied or 2-2-0 or bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size) 2=1849/0-8-0, (min. 0-2-3), 11=1670/0-5-9, (min. 0-2-0) Max Horiz 2=313 (LC 8) Max-Uplift=2=536{LC 8), 11=-427"(LC 9) FORCES_ (lb) ---Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2995l791, 3-4=2800/825, 4-5=2628/850, 5-6=2094/688, 6-7=1890/606, 7-8=1373/467, 8-9=1544/462 BOT CHORD 2-17=864/2534, 16-17=-649/2109, 16-16=649/2109, 14-15=308/1442, 13-14=364/1662, 12-13=364/1662, 11-12=266/1064 WEBS 6-14=201/444, 7-14=273/310, 7-12=621/186, 9-12=87/692, 6-15=341/884, 5-15=754/455, 5-17=207/570, 3-17=309/274, 9-11=1907/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.OW,, h=16ft; Cat II; Exp C; End., GCpi=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60., 3) This truss has been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 427 lb uplift at joint 11. c; iV,l BL I it P�q5yj \� o ONA"E�G \��\ e Job Truss Truss Type Oty Ply Renton-Jem-Island A9 Common 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 +t Run: 8.31-S Aug 43 2019 Print 8.319 S Aug 13 2019 Mnek Industries, Inc. Mon Oct 2816A3:50 _ Page: 1 ID:CARybkEF7uE7Bv_aanCwmnyPby?-PMIpA32hkLK4OMgPXMwZkvmJTAcSVMPeaUvuM?yOr3t zoo 7a tr 6 63 7-�o-z-to-2 s o 3 zn-11 5x5= 6 3x6= NOP2X STP Scale = 1:66.6 B-!�5 3313 8313 &313 36-5 Plate Offsets (X, Y): [2:0-3-8,Edge], [11:0-2-0,0-2-8], [18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.15 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.35 2-17 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 223 lb FT = 10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T1,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WELLS 2:f4 SP No 3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size) 2=1824/0-8-0, (min. 0-2-2), 11=1645/0-8-0, (min. 0-1-15) Max Horiz 2=321 (LC 8) -Max-Uplift-2=530=(LC 8), 11=418 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhenshown: TOP CHORD 2-3=2945/779, 3-4=2749/814, 4-5=2578/838, 5-6=2041/675, 6-7=-1811/583, 7-8=1171/407, 8-9=1342/402 BOT CHORD 2-17=862/2490, 16-17=64712063, 15-16=647/2063, 14-15=306/1395, 13-14=34811560, 12-13=-33811560, 11-12=214/840 WEBS 6-14=1821389, 7-14=215/290, 7-12=759/219, 9-12=117/813, 6-15--341/884, 5-15=75M455, 5-17=-208/573, 3-17=309/274, 9-11=1812/460 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd'=124mph; TCDL=5.Opsf; BCDL=5.Opsf: h=16f; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530lb uplift at joint end 418 Ibllplift at joint 11. - LOAD CASE(Sj Standard " r� oW IN i P 605 �` r• � ...... __ ,. _ -. - �'- .gym= �3 Y-t^': Job Truss Truss Type Qty Ply Renton -Jam -Island A10 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 +t Run: 8.31 S Aug 13.2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Oct•26 16:43:511 Page: 1 ID:XNoPGPxRj5L7V5RTxhQhl5yPbYZ-PMIpA32hkLK4OM gPXMwZkvmKGAgIVM CeaUvuM7yOr3t • , - t a a-�+ +v-z-+e 7 2-1-e 73.11 6-0-3 7-16-2 5x5= 6 3X5. NUY2AsTP Scale = 1:66.9 gay 7VI-I S•3-12 &3-13 3-Cr5 Plate Offsets (X, Y): [11:0-2-0,0-2-8], [18:0-2-2,0-1-0] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 125 TC 0.94 Vert(LL) -0.15 2-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.36 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 223 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 "Except' T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except' B1:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied or 7-3-1 oc bracing. WEBS 1 Row at midpt B-12 REACTIONS (lb/size) 2=1824/0-8-0, (min. 0-1-B), 11=1645/0-8-0, (min. 0-1-15) -Max-Horiz 2=338 (LC 8) Max Uplift 2=529 (LC 8), 11=420 (LC 9) FORCES (lb) - Nfex.-CompF/Max'fen--AlFforcas-250- (lb) or less except when shown. TOP CHORD 2-3=2934/782, 3-4=26981780, 4-5=2527/804, 5-6=2039/673, 6-7=16B3/579, 748=18171547, 8-9=1327/358 BOT CHORD 2-17--881/2480,16-17=660=W, 15-16-66012056,14-15=319/1393, 13-14=36211566, 12-13=362/1566, 11 -1 2=1 531544 WEBS 3-17=308/270, 5-17=179/541, 5-15=765/453, 6-15=344/884, 6-14=180/398, B-14=222/290, B-12=-815/251, 9-12=166/983, 9-11=1766/497 LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.opsf; BCDL=5.0pst; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (en6elope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenTwith any other live loads. � J,ZPmvic(e.med>0_ni&l.connection (by others) of truss to. ti ; Bearing plafe capable of withstanding 420'Ib upliftat )oint 11 and 529 lb uplift at joint 2. 9r ;. P 605 f:0 Job Truss Truss Type Oty Ply Renton -Jens -Island All Roof Special 1 1 Job Reference (optional) Southem Truss, Ft Pierce, FL., 34951 - nun: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Oct 28 16:43:50 Page:,J, ID:CBIIXW IiKTmt2ru?Ubwl APyPbIO-PMIpA32hkLK40MgPXMwZkvmKSAfOVMFeaUwMTyOr3t r' 2-0.0 7.3.11 6.0.3 7-10-2 7- N 411�i 3.2-8 5x5= 6 10 - _ _..n 4x8= NOP2X STP Scale = 1:66.6 0.34 7-8-14 B-3-12 B-" 3-0.12 Plate Offsets (X, Y): [10:0-2-8,0-1-0], [11:0-1-8,0-2-0], [17:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildefi Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vart(LL) -0.15 2A6 >999' 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 227 lb FT = 10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T4,T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 WEBS 2x4 SP No-3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS (lb/size) 2=1824/0-8-0, (min. 0-1-8), 10=1645/0-B-0, (min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=525 (L-C 8), 10=-425 (LC 9) FORCES (lb) - Max. CompJMax. Ten. -Ali forces 250 _(Ib)-or-le—x TOP CHORD 2-3=2934/775, 3-4=2699l173, 4-5=2527/798, 5-6=203916Sfi, 6-7=1810/556, 7-8=122&343 8-9=1044/246, 9-10=1641/418 BOT CHORD 2-16=907/2480,15-16=-61MV2 5, 14-15=-M/2055,13-14=3461-095, 12-13=-382I1556, 11-12-382M556 WEBS 3-16=309/271, 5-16=1791543, 5-14=763/451, 6-14=343/880, 6-13=1581390, 7-13=-20721i% 7-11=-810/251, 8-11=7531270, 9-11=43211852 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=5.Opsf, h=16ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to _ bearing plate capable of withstanding 425lb uplift atjoint D-and-5251ILwIiHat]oint? - _...�-.. T— v�..�__.�. LOAD CASE(S) S'tandeid ep \ l PQ-5 605 r� f_ �l A 10_Rl_DA • � � //IIll]l\t 1I Job Truss Truss Type Qty Ply [ Renton-Jem-Island Al2 Roof Special I 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S• Aug 13 2019 Print: 8.310 S Aug 13,2019 MiTek'Industries, Inc. Mon Oct 2816:43:51 —1, Page 1 ID:sl eROG RyK3JYHg54pXpTYpyPb90-PMIpA32hkLK4OMgPXMwZkvmOHAgB VN4eaUvuM%yOr3t s 31-2-11 31 82.11.8 3.5. 6$-11 6.7-3 6-7-3 1-0.01-0A 6.7-1 0- 13 2-5-11 3-1-10 14 8-o 0-0-13 3x6= 2x6u 3x6- 14 5x6n Wu 3x6= 3x8-- 3x6= 3x4= ' 3x4= 4x4- 3x4= NOPZXSTP Scale = 1:63.2 6.3.11 6-7-3 7-7-3 7-7-1 5.5.10 2-11.5 Plate Offsets K Y): [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [11:0-3-0.0-2-0], [14:0-2-0,0-2-8) Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1 1.25 BC 0.73 Vert(CT) -0.30 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 234 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 *Except` T1:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2-x4 SP No 3 SLIDER Left 2x4 SP No.3 - 3-4-2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS 1 Row at midpt 5-18, 9-18 REACTIONS (lb/size) 1=1636/Mechanical, (min. 0-1-8), 14=16361041-0, (min. 0-1-15) Max-Horiz 1=316-(LC 8) Max Uplift 1=441 (LC 8,% 14=-414 (LC 9) -FORCES- --(Ib)'= Ma)c Comp Me -razz - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=28651123, 2-3�-27561745, 3-4=2355W% 45=-2267/656, 5-6-1692/508, 6-7=1411/513, 7-8=1411/513, 8.9=16881529, 9-10=1738J472,10-11=57/260, 11-12=9481258 BOT CHORD 1-21=-861/2398, 20-21=-861/2398, 19-20---861rn9% 18-19=633/2027, 17-18-- 111558,16-17=-341/1558, 15-16=-312/1312, 1415=-87/311 WEBS 3-21=0254, 3-19=-438/260, 5-19=55/444, 9-16=268/147, 10-16=93/476, 12-14=1461/414,10-15=11641295, 12-15=252M262, 7-18=226/854, 5-18=859/425 9-18=299/226 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 14 and 441 lb uplift at joint 1. LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. \ P 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) ;GEN,3 �`�' �// Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat �� 11; Exp C. End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 % • P 605 ` 1 3) Provide adequate drainage to prevent water ponding. J • — 4) All plates are MT20 plates unless otherwise indicated.- 5 AJI,plos.are-3x4.MT20.unless otherwise indicated_ chord live load nonconcurrent with any other live loads.ORI NAL Job Truss Truss Type City Ply [ Renton-Jem-Island A13 Roof Special 1 1 Job Reference (optional) } Southern Truss, Ft Pierce, FL., 34951 - • Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon 0-4 28 16.43:51 - Page: 1 ID:AGkeGXIKfZ24sOw1IwHISoyPb7h-tZsCOP3JVfSx?WPc53SoH7JV7ay8Egscpa* .jRyor3s 26.3-8 7 7 B 7 6-10.6 8. -12 s-10-6 s-ao 5-6-11 1-e-o sfi-6 G443 W= 4x4= 1x4u 1x4u 2.637043x8= 3x4- 3xB= Wn r x� NOP2X STP 1 Scale = 1:59.9 �c�8 2-1-12 6.4.2 a .2 rr10-4 75-B 68-4 Plate Offsets (X, Y):[1:0-3-8,0-3-0],[2:0-3-8,0-2-4],[3:0-2-4,0-2-8],[4:0-2-4,0-2-4],[7:0-24,0-1-8],[9:0-2-0,0-1-8],[12:0-6-4,0-3-0],[13:0-1-10,0-0-4],[14:0-3-0,0-1-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.15 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC I 1.00 Vert(CT) -0.37 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.12 B n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 244 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 WEBS_ 2x4 SP Ncs3 *Except* W1:2x4 Sp No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-11, 5-11. REACTIONS (lb/size) 8=1491/0-8-0, (min. 0-1-12), 19=145605-0,(min. 0-1-8) -Max Horiz 19=172 (LC 9) Max Uplift 8=-374 (LC 9), 19=-3B2 (LC 8) —'FORCES--(ib) = Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1951/481, 23=1605/425, 3.4=1299/450, 43=1535/435, 53= 1116/364, 6-7=1323/343, 73=1445f393 SOT CHORD. 12-13=53712114, 11-12=251/1339, 10-11=283/1324, 9-10=283/1324 WEBS 1-13=-503/2099, 2-13=-5781243, 2-12=928/347, 3-12--47/364, 4-11=-45/326, 6-9=32/324, 7-9=254/1289, 5-9=B89/229, 1-19=1504/399 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 8 and 382 lb uplift at joint 19. L en GGS_F(S) Standard 5� P . 605 \ =_ � r /fj�Ss oNA `ENG\\\�� Job Truss Truss Type Qty Ply Renton-Jem-Island A14 Roof Special 1 1 Job Reference (optional) soumem i toss, rr. tierce, rc., 34957 Run: 8.31-f -Aug 13 ZU19 Print 8.310 5 AUg 13 2019 MITek Indgwes, Inc. Mon Oct 28 16:43:51 PageA ID:jWw69WbgsGCW5nYFer?gdsyPb5J-tZsCOP3JVf ? WP-_..3So"JJUNa AE. , )a RuRyo 3s 7 7 s-z-o z-10-a 2-tae s-ao 5-0-0 1-s-e ' 1-8-8 7{r8 12 4x4= 8 12 3z4= 44= 1x40 7.399 1$. 3xB= 3x4= 3x8- 3z4= 3x4u 5$ NOP2x STP 9 7-t 9-7-7 g. 6-SB 3-a5 9-aB 3-5-B 7-84 Scale = 1:59.7 Plate Offsets (X, Y): [1:0-3.8,0-3-0], [3:M-4,0-2-0], [6:0-2-4,0-2-0], [8:0-0-3,0-2-4), [9:0-6-0,0-2-8], [10:0-1-4,0-2-0], [16:a2-8,0-1-4), [17:0-5.4,0-2-8), [18:0-3-0,0-1.4) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdetl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.22 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.50 13-15 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 261 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2'Except' T6:2x4 SP M 31 BOT CHORD 2x4 SP No.2 'Except' F2:2x4 SP No.3 WEBS 2x4 SP me-3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 1 Row at midpt 5-15, 5-13 REACTIONS (lb/size) 11=149110-8-0, (min. 0-1-12), 21=1456/0-5-0, (min. 0-1-8) Max Horiz 21=485 (LC 9) Max Uplift 11=351 (LC 9), 21=402 (LC 4) -FORCES— -(lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 1-2=1574/482, 2-3=1574/482, 3-4=1618/481, 4-5=1433/443, 5-6=1359/436, 6-8=1348/422, 8-9=1370/407, 9-10=1478/366, 10-11=1417/384 BOT CHORD 16-17=367M 733, 15-16=317/1485, 14-15=340/1507, 13-14=340/1507, 12-13=245/1215 WEBS 1-17=-493/1852, 2-17=-402/224, 3-16=845/177, 4-15=108/437, 5-15=256/124, 5-13=377/164, 6-7=-57/278, 9-13=115/432, 9-12=464/164, 10-12=259/1299 1-21=1475/40 8 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint .11 and 402 lb uplift at joint 21. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); I �- \CENS / Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. _ 7 � 60� � 4) All plates are MT20 plates unless otherwise Indicated. � f 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STAM OF`- . ` �4OR I jNAL LNG \\\\ rlflil\1�� A Job Truss Truss Type Qty Ply Renton-Jem-Island A15 Roof Special 1 1 Job Referee= (apronat) Southem Truss, Ft. Pie7rce, FL., 34951 Run: 8,31 S Aug 13 2019 Print 8.310 S Aug-3A 2019 MiTek Industries, Inc Mon,Oct 2816:43:51 — Page: 1 I0:bpAb78zMF_zfYvlUHMVnzyAyPorA4ZsCOf".JV;S 3SoH7JV2a0dEraopBfRuRyOr3s 7 7 7-3-12 2-7-D 7-10.0 7-10-0 12 B r 5x4n 1x4a 4x8= 1X4a 1x4a 1 -0 2B-2-1328 B B•5-B 3-6-B 7-140 2-2.0 5.6-4 p..12 4-0-15 Scale - 1:59.3 2-2.9 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-2-8,0-2-4], [5:0-5-8,0-2-4], [6:0-1-4,0-2-0], [7:0-2-8,0-1-0], [11:0-5-4,0-4-12], [11:0-0-10,0-4-12], [12:0-1-13,0-0-8], [13:0-3-0,0-1-8] Loading TCLL (roof) TCDL BCLL BCDL (pso 20.0 15.0 0.0 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI TC 0.94 BC 0.71 WB 0.75 Matrix-S DEFL in Vert(LL) -0.13 Vert(CT) -0.31 Horz(CT) 0.11 (loc) I/deft Ud 10-11 >999 240 10-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight 232 lb FT =10% LUMBER 8) Bearing at joint(s) 19 considers parallel to grain value TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP M 31 using ANSI/TPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* F2,F4:2x4 SP No.3 designer should verify capacity of bearing surface. WEBS_ 2x4 SP Ne.3'Exc--t' tn!1:2x4 SP No.2 91 Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 379 lb uplift at joint BRACING ,7 and 412 lb uplift at joint 19. TOP CHORD Structural wood sheathing directly applied, LOAD CASE(S) Standard except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. REACTIONS (lb/size) 7=147810-4-8, (min. 0-1-12), 19=1443/0-5-0, (min. 0-1-8) Max Horiz 19=132 (LC 9) Max -Uplift 7=379-(LC4); 19=-412-(LC-4) -FORCES_ _(lh)—Max_Comp./Max Ten..-All-forces_250. (lb) or less except when shown. TOP CHORD 1-2=1836/546, 2-3=1687/533, 3-4=1740/594, 4-5=1740/594, 5-6=-1409/407, 6-7=1415/407 BOT CHORD 11-12=-527/2077, 10-11=-36V1474, 9-10=285/1157, 8-9=285/1157- WEBS 1-12=517/1978, 2-11=999/307, 3-1 0=1 62/457, 4-10=6291363, 5- 1 0=2 84/848, 5-8=-445/226, 6-8=312/1269, 1-19=1486/429 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (&second gust) Vasd=124mph; TCDL=5.Dpsf; BCDL=5.Opst h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 74 This truss has been designed for a 10.0 psf bottom 4 .•:iz:,chord IiveJgadynonconcurrentwith any other. iive loads. _ S) A i I f • l i t�`7 .. yi rt• s� `r� Job Truss Truss Type Qty Ply ] Renton-Jem-Island A16 I Roof Special Girder 1 1 -icb g;:dona i) Soutitem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 el;nt 8.310 S Aug.13 2019 MiTek Industries, Inc. Mon Gat 28 16A3:52 Page: 1 ID:AT3074Z)Trf*GgKdGk---=yPaMs;'��C- c53SoH7JYHa1sEpHop8tRuRy0r3s 7 7 5.3.12 2-7-0 6-6-11 6b11 6511 5-0-8 12 Speclai NAILED 6 r— 4x4= US= 3x4= W. 4x7- N q9 V c7 14_ . __ 13_ _ _ _ -. 12 11- - ._. 2610__ —27 --- 28—.. 2x6a 3x6- 3x8= 3x4= 1x4a 3x4=3x8- 5x6= 5x14= 4x5o JUS24 JUS24 JUS24 i-7 3 2 8 5J-12 2-10-5 3.9-12 2-7-3 5-B-5 10- 6�-15 48-12 Scale=1:59.9 Plate Offsets (X, Y):[1:0-3-8,0-3-0],12:0-2-8,0-2-4], [3:0-2-4,0-2-0], [7:0-5-4,0-2-0], [8:0-2-0,0-1-4], [9:0-24,0-2-0], [10:0-24,0-3-0], [16:0-2-0,0-1-8], [17:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefi L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 13-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.15 22 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix-S Weight 262 lb FT = 10% LUMBER 5) Bearing atjoint(s) 22, 23 considers parallel to grain value TOP CHORD 2x4 SP No.2 "Except' T1:2x4 SP M 31 using ANSI/rPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31, designer should verify capacity of bearing surface. R4f2A SP Na—1 61 Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 *Except* W1:2x4 SP M 31, bearing plate capable of withstanding 1149 lb uplift at W10:2x4 SP No.2 joint 22 and 568 lb uplift at joint 23. OTHERS 2x6 SP No.2 7) Use USP JUS24 (With 4-10d nails into Girder $ 2-1 Od BRACING nails into Truss) or equivalent spaced at 2-0-0 oc max. TOP CHORD Structural wood sheathing directly applied or starting at 28-1-4 from the left end to 32-1-4 to connect truss(es) C5 (1 ply 2x4 SP), C4 (1 ply 2x4 SP), C3 (1 ply 3-3-7 oc puriins, except end verticals.; BOT CHORD Rigid ceiling directly applied o. ..... 00 ' ' 2x4 SP) to back face _ofbottom chord. bracing. 8) Fill all nail holes where hanger is in contact with lumber. "NAILED" WEBS 1 Row at midpt 2-16, 4 15, 4 11 9) Indicates 3-1 Od (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. -REACTIONS (lb/size) 22=3218/0-4-8, (min: 0-1-8); 10)7Hanger(s) or other-connection-device(s) shall be 23=182910-5-0. (min. 0-1-8) provided sufficient to support concentrated load(s) 254 lb Max Horiz 23=-80 (LC 9) 'down-anda4l-Ib-up•at--4-10-AZ-on3op:chord-. rFt--- Max Uplift 22=1149 (LC 4), 23=568 (LC 4) design/selection of such connection device(s) is the FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 responsibility of others. (lb) or less except when shown. 11) In the LOAD CASE(S) section, loads applied to the tam TOP CHORD 1-24=1296/440, 24-25=1297/440, of the truss are noted as front (F) or back (B). 2-25=1297/441), 2-3=1648/554, LOAD CASE(S) Standard 3-4=1440/502, 4-5=1879f115, 1) Dead + Roof Live (balanced): Lumber Increase=125, 5-6=1879f715, 6-7=1879/714, Plate Increase=1.25 7-8=1541/580, 9-22=256/768, Uniform Loads (lb/ft) 18-22=2437/888, 8-18=2450/894 Vert 1-2=70, 2-3-70, 3-7=70,7-8=70, 947= 28- BOT CHORD 15-16=399/1329, 14-15=626/1923, Concentrated Loads (lb) 13-14=626/1923, 12-13=626/1923, Vert 24=214 (B), 25=69 (B), 26=620 (B), 27=-620 11-12=626/1923, 11-26=-474/1332, (B), 28=620 (B) 10-26=-479/1345 WEBS 1-16=545/1833, 2-16=1373/474, 2-15=136/310, 3-15=123/439, 4-15=795/304, 4-13=0/267, 6-11=-4641279, 7-11=446/B73, 7-10=-729/568, 8-10=781/2195, 1-23=19771623 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=S.Opsf, h=16fb Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 i��Pf_ovi$t-a_degt/atpsirp inage,tq-p--e a waterponding. �desigri4d 4rTFiis miss has been for a 10:0 p'sf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type .' Ay Renton-Jem-Island A17 Half Hip 1 z im Reference (optional) Southem Truss, -Ft. Pierce, FL., 349b1 Kun: S.a3i> twg 13 qnu rors ea7 e a Aug as tutu mi im inu s es, inc. mon uw co -i m: amz rage: i �+R4Ma? yPaCl-UQabl4xGyaodf oenzlgKsiBzIlzEUx2o0 QtyOr3r r-2-1 —S —b °-EB—G7-114 11� 6&5 ��7.9.5 5-9-5 5 5.11-1 �58-B �s1�—E3s — 6'_M 5-9-5 5-11-1 - - --- --- Scale = 1:78A Plate Offsets (X, Y): [4:0-5-4,0-2-8], [10:0-2-4,0-1-8], [11:0-2-0,0-2-0], [12:Edge,0-3-8], [13:0-2-0,0-2-0], [14:0-24,0-1-8], [21:0-2-2,0-1-0] Loading (pSO Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.36 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.68 16-17 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.20 12 rile n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 264 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 `Except" T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No a *Except' W6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 12=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=567 (LC 5), 12=-665-(LC 5) FORCES_ (lb)-- Max.-Comp./Max. Ten. -All forces 250 (Ib) or less except when shcwrr— TOP CHORD 2-3=3818/1031, 34=3385/1018, 4-5=3904/1280, 5-6=-4049/1332, 6-7=-4049/1332, 7-8--4049/1332, 8-9=-3463/1144, 9-10=3463/1144, 10-11=21441710, 11-12=1944/691 BOT CHORD 2-20=1048/3282, 19-20=1048/3282, 18-19=948/2955, 17-18=948/2955, 16-17=1280/3904, 15-16=1144/3463, 14-15=1144/3463, 13-14=710/2144 WEBS 3-19=402/243, 4-19=47/393, 4-17=-484/1216, 5-17=-626/373, 7-16=-464/265, 8-16=243758, 8-14=-948/422, 10-14=562/1705, 10-13=1596/652, 11-13=907/2742 LOAD CASE(S) Standard NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss Connections. ,�pj}a0ical connection (by_ thers) of truss to bearingptate'capableof'wltfistanding6851b-upliftatjoint''� �-- �----•-----`•-" 12 and 567 lb uplift at joint 2. c=., WL i • P 605 �4 OR] 0NA Job Truss Truss Type I -AV S Fly Renton-Jem-Island A18 Half Hip ' 1 Job Reference (optional) Southem Truss, Ft Pierce, FL, 349b1 +f- Ku[C 0.31 a Pug i7d Gulbr Mr. 0.0 iu a Pug c cu,J rvu,cn nmucuis, mu. I—' —" 'U""'a --.ray.. , ID 9y4bf HEcRx154DzptlAfByPaAJ-LlQabl4xGyaodf oenz1gKsk4zPlzFWx2o0_QtyOr3r 2-1-8 4.94 4-2.12 7.3-14 7-2-2 7-2-2 7-2.2 7-314 3 9-1 12 7-2-2 7-2-2 7-2-2 7-2-2 - - - -- - 7-3-14 — — "— — Scale=1:78.4 Plate Offsets (X, Y): [4:0-54,0-2-8], [11:0-2-0,0-1-12], [12:0-2-12,0-1-8], [13:0-1-12,0-1-8], [17:0-2-4,0-149, [20:0-2-2,0-1-0] Loading (psf) Spacing .2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.42 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.77 16-17 >696 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Harz(CT) 0.16 12 n1a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixS Weight 248 lb FT = 10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP Ne.3'Excepe W5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-1-13), 12=2006/ Mechanical, (min. D-1-8) Max Horiz 2=267 (LC 8) Max Uplift 2=593 (LC 5� 12=-667-(LC5) FORCES_ _(Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less exceptwhenshown. TOP CHORD 2-3=3754/1110, 3 4=-3532H074, 4-5=-4590/1518, 5-6= 97B/1645, 6-7=-4978/1645, 7-8=4978/1645, B-9=4360/1446, 9-10=-4360/1446, 10-11=2744/911, 11-12=1939/694 BOT CHORD 2-19=108213222, 18-19=993/3109, 17-18=993/3109,16-17=-1518/4590, 15-16=1446/4360, 14-15=1446/4360, 13-14=911/2744 WEBS 4-19=8/365, 4-17=666/1744, 5-17=785/416, 5-16=192/459, 7-16=-493/282, 8-16=236R31, 8-14=885/409, 10-14=-634/1915, 10-13=1571/653, 11-13=1066/3211 NOTES 1) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.0psf, h=16fl; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelopes Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to T bearing,plate capable of withstanding 667 Ib uplift at joint e1 GEN �.•��i /. PF 76051n 1. L^- A. IV- -'17// � ///assOWJ�17a N� �S \\\\ l Y Job Truss Truss Type Qiy Ply Renton-Jem-Island A19 Half Hip 1 1 Job Reference (optional) Southern Trusg,-Ft. Pierce, FL., 34951 -Run: 8r31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Oct 2816:43:53 Page:1 ID:ikJviFXvpbMMPfRilx4nCMyPa7P-LIQabl4xGyaodf oenzlgKsh4zHvzEZx2o0 Qtyor3r 2-tA 37tH 6-3-12 51.4 6-7-1 6.7-1 6-7-1 6-8-13 NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x7 WB= 5x7- US= 2x4n 4x12= 3x5= 3x6= 2x4n 4x5= 12 6r- NOP2X S T 2W a 2!1 12 1 20 40 41 19 42 18 4344 45 46 47 1648 49 1550 14 51 52 5313 54 55 56 x5= 2x4n 3x5= 3x6= 5x9= 2x42 3x6= 3x5= 4xB= 3x5a Special NAILED NAILED NAILED NAILED NAINLEEDID NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED '444 _ 7-1-12 _ ._ 6.2-0 5h4 0• _ s-4d . _ .. 6.7-_7 _ _ _6-7-1 Scale=1:78.4 Plate Offsets (X,1): [3:0-5-1,0-2-8], [6:0-3-8,Edge], [11:0-24,0-1-B], [12:0-3-0,0-1-8], [13:0-1-6,0-1-8], [14:0-1-12,0-1-B], [17:04-8.0-3-0], [21:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 125 TC 0.85 Vert(LL) 0.20 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.32 14-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 238 lb FT = 10% LUMBER WEBS 3-20=29f717, 4-19=171/1052, TOP CHORD 2x4 SP M 31 *Except* T1:2x4 SP No.2 3-19=1355/625, 4-17=3138/1455, BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31 5-17=888/670, 7-17=450212024, WEBS 2--4 SP No 3 *Except* W 2x4 SP No.2 7-16=01561. 7-14=919/2047. 8-14=688/572, OTHERS 2x4 SP No.3 8-13=384/172, 10-13=968/731, BRACING 11-13=1367/3042 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc pudins, except end verticals. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. bracing. 11; Exp C, End., GCpi=0.18; MWFRS (envelope); WEBS 1 Row at midpt 11-12, 3-19. 4-17, 11-13 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2 Rows at 1/3 pts 7-17 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. REACTIONS (lb/size) 2=1039/0-8-0, (min. 0-1-8), 4) This truss has been designed for a 10.0 psf bottom 12=1937/-Mechanical,-(min: 0-1-8), -chord -rive load-nonconcurrentwith-any other live loads. 17=5071/0-6-0, (min. 0-6-0) 5) Refer to gi forU=to W= connections. Max Hor¢=2=217-(L-C 21) -6)-Ptavide i won (by others) of truss to Max Uplift 2=-434 (LC 8), 12-867 (LC 4), bearing plabbcap2bilboll'wRlIstandling 867 lb uplift at joint 17=2308 (LC 5) 12434.Ib uIlatjo-stt2 and 2308 lb uplift at joint 17. FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 7) 'NALHT in 31W (0.148'AW) or 3-12d (lb) or less except when shown. (Q- per NDS guidrines. TOP CHORD 2-3=13551570, 4-25=1212/2678, 8) Hmiger(s) or other eorarection device(s) shall be 25-26=1212/2678, 26-27=1212/2678, pirmAded s1>IFoierdtasuppoi concmd ated loads) 235 Ib 5-27=1212/2678, 5-6=1212/2678, dom and 322 Ib up at 740-0 on top chord, and 328 lb 6-28=1212/2678, 28-29=1212/26781 down and 139 lb up at 740-0 on bottom chord. The 29-30=1212/2678, 7-30=1212/2678,- cormecGon-devices) is -the 7-31=3086/1386, 31-32=3086/1386, c4gor t ofatl4 32-33=308611386, B-33=3086/1386, 9) In Im LOAD CAB=sec5at, loads applied to the face 8-9=2749/1235, 9-34=2749/1235, of Sue truss are notadas front (F) or back (B). 34-35=2749/1235, 35-36=274911235, LOAD CASES) Standard 1036=2749/1235,10-37=2749/1235, 1) Dead + Roof Live (balanced} Lumber Increase=1.25, o� 37-38=274911235, 38-39=2749/1235, Plate lncrease=125 ; BOT CHORD 11-39=274911235, 11-12=18121917 2-20=576/1097, 2040=577/1118, Uniform Loads Qb/ft) Vert 1-3=70, 3-11=70, 2A2=20 40-41=577/1118, 19-41=577/1118, 17-45=583/1285, 45-46=583/1285, Concentrated Loads Qb) Vert 3=199 (B), 2D=302 (B), 4=131 (B), 19=-46 46-47=583/1285, 16-47=583/1285, 16-48=583/1285, 48 49=583/1285, (B), 14=-46 (B), 8=131 (B), 23=131 (B), 24=131 / �� ' �� ,GEES, (B), 25=131 (B), 26-131 (B), 27=131 (B), 28=131 15-49=5B3/1285, 15-50=583/1285, 14-50=583/1285, 14-51=1386/3086, 5132=1386/3086, 52-53=1386/3086, (3), 29=131 (B), 30=131 (3), 31=131 (B), 32=131 (8). 33=131 (B), 34=131 (B), 35=131 (B), 36=131 (B), 37=131 (B), 38=131 (B), 39=131 (B), 40=46 1 P 605 { / • _ * 13-53=-1386/3086 (B), 41=46 (B), 42=46 (B), 43=46 (B), 44=46 (B), p _._... 45=46 (B), 46--46 (B), 47=46�(B), 48=d6 (B),Js_ 49=46'(B) 50 46 (B) 51=46'Q3); 52'= 4E (B)', 7 53=46 (B), 54=46 (B), 55=46 (B), 56=-46 (B) ` OR /��//�S ONAL ENG�\\\\ .0 .P Job Truss �'+ Type Oty Ply Renton-Jern-Island B1 I� -ilp 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 " Run: 8.31•S Aug 13 2019 Print.. 8.310 S Aug 13 2019 MiTek Industries, Ina,.Mon Oct 26 16:43:54 Page: 1 ID:kA3lpZDtnbeeGAd6AZKfu dyPa5D-18YKOR6BoagWsz8BmC?Vvlx64n 1 URCJEV6t5VmyOr3p 25 2-1-9 6-9-0 6-2-12 65-6 6.56 fi8-14 4x4= 3x4= 3x4= 3x4= 2x4n Scale=1:59.7 Plate Offsets (X, Y): [2:0-0-12,Edge], [3:0-2-8,0-3-0], [4:0-2-4,0-2-4], [9:0-1-12,0-2-12], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.09 9 nla n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-S Weight 1 B7 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except' B3:2x4 SP M 31 WEBS 2--4 SP No-3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-04 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=367 (LC 8) Max Uplift 2=415-(LC-8), 9=-47.0-(LC 5)- FORCES (Ib) - Max. Comp./Max. Ten. - All-foa es.250_ -0byarless except when shown. TOP CHORD 2-3=2610/593, 34=2014/548, 4-5=1716/631, 5-6=1510/459, 6-7=-1510/459 BOT CHORD 2-14=727/2215, 13-14=727/2215, 12-13=727/2215, 11-12=571/173(X 10-11=-571/1730, 9-10=-403/1184 WEBS 3-14=01255, 3-12=578/320, 4-12- 49+498, 5-10=-499/252, 7-10=127I740, 7-9=9641/564 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gusq Vasd--124mph; TCDL=S.Opsf; BCDL=5.Opsf; h--16t Cat II; Exp C; End., GCpi=0.18; MWFRS (envelopek Lumber DOL=1.60 plate grip DOL=1.60 c) 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\ / 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint N �z \\GRNS 9 and 415 lb uplift atjoint 2. LOAD CASE(S) Standard P 605 N� ZORI \ Job Truss i :'r:ez 17 ype Qty Ply Renton-Jem-Island 62 i'+aii isg 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL.r:4951 - -- -�• - Run: 8.31 S Aug 13 2019 Print- 8.310 S Aug 13 2019 MRek Industries, Inc. Mon Oct 28 16:43:54 Page: 1 ID:96N0HfS32ek9ghM1 K2vrrByPa3e-IBYKOR6BoagWsz6Bmc?Vvix1 En3XRBNEV6t5VmyOr3p i 2-1-9 1 S9d 52-12 7-&2 7-1$ 7-3-2 1 Scale = 1:59-7 i2_7.9 i M 5:4 7-1-6 7-1-6 7S2 Plate Offsets (X, Y): (2:0-0-12,Edge], [4:0-54,0-2-4], [16:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) I -0.29 12-14 >999 180 BCLL 0.0 Rep Stress Ins YES WB 0.94 Horz(CT) 0.08 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 188 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS W SP Ne.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-11 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=401-(LC-8),.9=474_(LC 5) FORCES (lb) - Max. Comp./AAax. Teri-Aii-Araes 250 (lb) -or -less except vAmn showm TOP CHORD 2-3=2629/642, 34-- 2175%2`,, 4-5=2121/691, 54=21211 6-7=2121/692, 7-8�-1509/494, 8-9=1375/502 BOT CHORD 2-15=702/2234, 14-15=-70=234, 13-14=591/1874,12-13=591=4, 11-12=494/1509, 1041---494 1509 WEBS 3-14=431/248, 4-14;�/420, 4-12=206/311;1r2c--6261305; 7-12=250/776, 7-W-1009M59, 8-10=616/1883 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.W, h=1611: Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 9 and 401 lb uplift at Joint 2. LOAD CASE(S) Standard 81 �N� LPN-BLFq/��i �%CENS -,'I; i j P 605 �L A _- 1 1 STATE Q..9:- o,� Job i Truss Type Qty Ply Rdnton-Jem-Isaac; 33 Half Hip 1 1 Job Reference (optional) mun: osi b Hug 1,5 zula rnn[ tf.31tDOAug 1s zu19 MI Iek IndU5tne5, Inc. Mon Oct 28 16:Q:54 - Page'A ID:ItKOUiSVkg3Xgldn7GNXnTyPa2M-18YKOR6BoagWrz8B mC?Vvlx04n_rRAmEV6t5VmyOr3p a 2-1-9 1-9-4 42-12 7-11-2 7-9.6 7-11-2 4x8= 3x4e 3x4= Wn 7_ i o I i e ozon i i 9-1-12 7-36 7-9-6 7-11-2 i Scale = 1:59.7 Plate Offsets (X, Y): [4:0-5-4,0-2-0], [9:0-2-12,0-1-8], [10:0-1-8,0-2-0], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 2-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.39 2-14 >989 180 BCLL 0.0 Rep Stress incr YES WB 0.85 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 176 to FT = 10% LUMBER TOP CHORD 2x4 SP M 31 'Except* T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 V!E8S 2x4 SP Nn-3. BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. i WEBS 1 Row at midpt 5-10, 8-10 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), I 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=267 (LC 8) Max -Uplift 2= 06-(LC 4- 9--477 (LC 5) FORCES Qb)-7 Max. C,era 1L Ten. -All forces 250 --(injcr2ess8mmipta@m &own, TOPCHORD 2-3=-25B8rM34=-2337/677, 1970f649, ' 6-7-11=1649, 74�--197M'649, 8-9=4318 BOT CHORD 2-14=7412208, 13-44=639/2043, 12-1 , 11-TV-8692631, ia:11 WEBS 4-14 =8Y394, 4-12=33V878, 5-10=766/255, -7-10-6791333,-15-10=738fZ 9 NOTES 1) Wind: ASCE 7-1$ Vulr-�- (3,3econd gust) Vasd=124mph;7CDL--&0psg BCDL=5.Opsf; h=16ft; Cat It; Exp C; End., GCpi=0.18; MWFRS.(envelope); Lumber DOL=1.60 plate grip DOL=4.60 ct 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at Joint 9 and 406 lb uplift at Joint 2. LOAD CASE(S) Standard -i � / • P 605 � /�o,� 1 T. Truss Type Qty Ply 94 Half Hip Girder 1 I I Job Reference (optional) Swthan Truss, Ft. Pierce, FL, 34951 - Run: 8.31 5 Aug 13-2019 Print 8.310,9Aug 13 2019 M1Tak Inoustnes, Inn. Mon uct 26 1(J:43:b5 - Page: 1 10.)QgBSu63EESxDVAJCFsu NayPaDC-18YKOR6Boag WszBBmC7Vvlx2Nn2JR98EV6t5VmyOr3p a - t— 2-1�8—r 7-0.0 S2-e 50.13 50.13 So-13 52-9 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2 ��:.:�ni>_n�>.��n�>•�ni>_ac>_nn_��ih._..m>_nn_nti ,_ni>_nn_i:, , V 11 16 29 30 15 31 32 14 33 1334 12 35 36 3711 36 39 3x7= 1x4n MT20HS 6x12= 3x4- MT20H34x10=48- 4x6= 5x5" NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-1-12 I e3 1 17.3.6 __ L_ 22�-3 27-5-0 i 32-7•A , 7-1-12 50.13 SO-13 50.13 50.13 52-8 Scale=1:69.7 Plate Offsets (X, Y): [ :01�Z �B�[3:0-6-8,0-2-0], [6:0-2-0,Edge], [8:0-2-0,0-1-12], [9:0-2-8,0-1-12], [10:Edge,0-3-8], [11:0-1-12,0-1-12], [12:0-1-8i0-1-12], [15:0-5.4,0-3-0], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 14-15 >906 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CI) -0.64 14-15 >605 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight 177 lb FT = 10% LUMBER 2) Provide adequate drainage to prevent waterponding. TOP CHORD 2x4 SP M 31 3) All plates are MT20 plates unless otherwise indicated. BOT CHORD 2x4 SP M 31 4) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 chord live load nonconcurrent with any other live loads. BRACING 5) Refer to girder(s) for truss to truss connections. TOP CHORD Structural wood sheathing directly applied or 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1236 lb uplift at 2-9-7 oc pudins, except end verOcals. joint 10 and 997 lb uplift at joint 2. BOT CHORD Rigid ceiling directly applied or 4-8.1 oc 7) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d WEBS bracing. 1 Row at midpt 9A0, 9-11 (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face REACTIONS (lb/slze) 2=2579/0-8-0, (min. 0-2-2), of the truss are noted as front (F) or back (B). 10=27791 Mechanical, (min. 0-1-8) LOAD CASE(S) Standard Max-Horiz 2=217- (LC 8) 1) -Dead +Roofl.ive-(balanced):=Lumber increase=1.25, Max Uplift 2=-997 (LC 8),10=1236 (LC 5) Plate increase=t25 —Fallams 0)- hllax- Comp/Max. Ten. - All forces 250 Uniform toads (lb/ft) f}crless except when shown. Vert 1-3=-70, 3-9=70, 2-10=20 TOP Cif 2-3=4616h904, 3-19=5843/2593, Concentrated Loads (lb) 79-20=-5843P2593, 4-20=5843/2592, Vert 3=131 (B), 6=131, (B),16=-46 (B),14=-46 (B),, 4-21--2816, 21-22--6335/2816, 5=131 (B), 19=131 (B), 20=-131 (B), 21 =1 31 (B), 5.2Z=-6335/2816, 5.23=5541/2469, 22=131 (B), 23=131 (B), 24=131 (8), 25=131 (B), 6-23=�112469, 6-7=-5541/2469, 26=131 (B), 27=131 (B), 28=131 (B), 29- 46 (B), 7-24=5541/2469, 24-25=5541/2469, 30=-46 (B), 31=46 (B), 32=46 (B), 33= 46 (B), 25-26=-554112469, 8-26=5541/2469, -34=-46 (B), 35=-46 (B), 36=46 (B), 37=-46 (B), 8-2€=-3483J1554-, 27-28=3483/1554, 38=-46 (B), 39--46 (B) 9-28=348W1554, 9-10=2684/1271 BOT01ORD 2-16-TT31/3974, 16-29=1727/3963, 29-V--1727/3983, 15-30=1727/3983, 15-31=2593/5843, 31-32=2593/5643, 14-32=2593/5843, 14-33=2816/6335, 13-33=-2816/6335, 13-34=2816/6335, 12-34=2816/6335, 12-35=1554/3483, WEBS 3 3� �34s3 107�a55a/3483, 9-11 =1 873/4197, 4-15=10561727, 4-14=296/600, 5-14=125/281, 5-12=969/424, 7-12=674/506, 8-12=1118/2514, 8-11=2185/1202 l_ -O0 \ = NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) - _— • r•,_ _ �F•� — - " Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft Cat Lumber DOL=1.60 plate grip DOL=1.60 -)3� . _ / -Z ,y a _ 4ez .� Truss Truss Type Oty Ply C1 Roof Special Girder 1 1 Job Reference (optional) Soumem Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019-MiTek Industries, Inc. Mon Oct 2816:43:55 - Page:1 ID:EIIWbISdxDY9AWY6BRHru4yPZwo-mK51Em6pZtyNU7[NKvWkRzUANBJBAfaNkmdfi CyOr3o 2-1-9 5-0-0 2-0A 5-9-12 2 u' 4.8.4 2.8-0 NAILED Special NAILED Special Special NAILED NAILED NAILED 5x5= 5x8= 9 2728 10 N e N 40 0 Scale =1:62 5x7- 4z5= 2x4n 5x8= 12 2x4c s r- NOP2X STP ° 15 14 31 WIZI 12 ¢ o¢ 2x4u 2 q 20 29 30 xg= 2x4n 3%8= 3x6= 2x4e 3x5= q 22 6n 5x4= 5x8= 18 17 P2X STP 1 Special NAILED NAILED Special NAILED Special 5= 41- 2x4n 2x4n NAILED NAILED 1 2-D•0 1-40 4-1-12 5.6.4 2-3-B 3.10.4 2-11-8 4 r8 7•i-12 Plate Offsets (X, Y): 12 -12 2-01-8], [5:0-5.4,0-2-8], [6:0-2-0,0-2-0], [8:0-5-8,0.2-12], [9:0-2-8,0-2-4], [10:0-6-0,D-2-8], [16:0-3-12,0-3-0], [19:0-2-12,0-2-8], [20:0-2-0,0-2-12], [21:0-3-0,0-1-4], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.19 20-21 >913 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -027 20-21 >644 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 178 lb FT =10% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 *Except* T2,T4:2x4 SP M 31 Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2 *Except" B3,B4:2x4 SP No.3, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); B2:2x4 SP M 31 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP No.3 3) Provide adequate drainage to prevent water ponding. BRACING 4) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunentwith any other live loads. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6) Provide mechanical connection (by others) of truss to WEBS 1 Row at midpt 5 19, 8 16 bearing plate capable of withstanding 542 lb uplift at joint 11, 335 lb uplift at joint 2 and 1614 tb uplift at joint 16. REACTIONS (lb/size) 2=831/0-8-0, (min. 0-1-8), 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d 11 =1 19410-8-0, (min. 0-1-8), (0.148"x3.25") toe -nails per NDS guidlines. 16=3542/0-8-0,-(min. 0-4-3)- - 8)- Hanger(s) orother-connection device(s) shall -be. Max Hodz 2=171 (LC 25) -provided sufficient to support -concentrated load(s) 228 lb - Max Uplift 2=33W(CC8);11=542 (-C-9), -down and308.ib_up-aL7-G.%.an _ 16=1614 (LC 8) lb up at 22 0 0;. and 246 lb down and 322 16 up at Max Grav 2=837 (LC 17), 11=1194 (LC 1), 26-8-0 on top chord, and 426 lb down and 192 lb up at . 16=3542 (LC 1) 7-0-0, and 328.1b down and 139 lb up at 22-0 , and FOILS (lb) - Max Comp./Max. Ten. -All forces 250 328 lb down and 139 lb up at 26-7-4 on bottom chord. (lb) or lass except when shown. The design/selection, of such connection device(s) is the TOPCHORD 2-3=8521334, 3-4=1366/628, responsibility of others. 4-5=1121/544, 5-25=-416/969, 9) In the LOAD CASE(S) section, loads applied to the face 25-26=-416/970, 6-26=416/970, of the truss are noted as front (F) or back (B). -6 7=1269/2715, 7-8=1-248/2681, LOAD CASE(S) Standard 8-9=1549/850, 9-27=1366774, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 27-28=136W774, 10-28=1366/774, Plate Incr4die=126 10-11=2095/986 Uniform Loads (Ib/ft) BOT CHORD 2-22=330/616, 21-22=-281/557, Vert 1-5=70, 6-6=70, 8-9=70, 9-10=70, 3-21=567/1108, 20-2'1=623/1229, 10-11=70; 2-22=_ 20, 19-21=20, 17-18=20, 20-29= 484/1024, 29-30=-484/1024, 11-16=20 cy 19-30=-41WI024, 6-19=402/1175, Concentrated Loads (lb) 15-16=-304/500, 14-15=308/499, Vert 5=148 (B),, 9=-199 (B),10=199 (B),19=-46 14-31=786/1781, 31-32=786/1781, 3548 3031 13 32=786/1781, 12-13=786/1781, 11-12=785/1760 (g) 25=1148 (B)2 6 (8). 27 (B), 28=131 (B), 29=-34 (B), 30=34 (B), 31=-46 (8), 32-46 (B) \\ WEBS 5-20=247/927, 5-19=2159/1032, \\ �� i \CEN& 8-16=3542/1627, 8-14=560/1106, 9-14=0/273, 10-14=532/240, 10-12=38/696, 4-20=308/182, / P G�Jr j j 16-19=1023/506, 6-16=-2498/1226 6, 6-16-2498/, �7 design. ` 1 � � � Q £r -Z 4OR]D'� .. //S/ONALlitltE`. �� Job Truss Truss Type City Ply Rdnton-Jem-Island C2 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.346 S Aug 132019 MiTek Industdes, Inc. Mon Oct 2816:43:56 Page: 1. ID:GvGmFlyvtOz8lx8fceyc6OyPZs5-EWfSR67RKa4E6HHZtdlz AOOkbjKvApXzQMCZfyOr3n 23.10-8 248-0 & 11 2 -6 2-1.9 2-10.4 3.47 2-8-3 p..y 3&12 2-n-0 6-6-0 0. _®..6 41-0 49-0 2-6-8 0-8-0 50 Sx5= 9 10 1 33 3-D-0 4-10.o 416.0 2-3.8 6-16-4 6-1-12 , 0. 15 Scale = 1:62 Plate Offsets (X, Y): [3:0-3-0,0-0-12], [5:0-2-8,0-2-4), [8:0-5-4,0-2-8], [9:0-2-8,0-2.4], [10:0-2-8,0-2-4], [16:0.2-12,0-2-8], [19:0-2-12,0-2-8], [21:0-3-0,0-0-4], [23:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.12 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.19 20-21 >900 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 182 lb FT = 10% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 6) Provide mechanical connection (by others) of truss to M!ERS 2x4 SP Nei bearing plate capable of withstanding 199 lb uplift at ioint BRACING 12,165 lb uplift at joint 2 and 660 lb uplift at joint 16. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 19-20,17-18. WEBS 1 Row at midpt B-16 REACTIONS (lb/size) 2=545/0-8-0, (min. 0-1-8), 12=608/0-11-5, (min. 0-1-B), 16=1985/0=8-0, (min.�0-2-5) Max Horiz 2=190 (LC 8)- Max Uplift 2=165 (LC 8), 12=-199 (LC 9), 16=660 (LC 8) Max Grav 2=550 (LC 17), 12=608 (LC 18), 16=1985(LC 1) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=393/84, 3-4=335/81, 5 6=227/681, 6-7=425/1219, 7-8=-413/1189, 8-9=368/363, 9-10=-404/249, M11=7921324, 11-12=962/336 BOT CHORD 2-22=112/254, 20-21 =1 20/301, 6-19=2401723, 7-16=430/239, 15-16=-152/333,14-15=70/404, 13-14=-70/404, 12-13=234/807 WEBS 5-19=-828/330, 8-16=1663/451, 8-15=9/397, 9-15=298/90, 10-13=-154/448, 11-13=311/237, 5-20=140/454, 4-20=352/220, 16-19=691/326, 6-16=991/364 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 _ . P.,rovideadequate.dr�ainage topre�ent water ponding. } All'prates are MT20 plates unless oifiennriseindi6k6d: 5; P 605 I . _ _ ,%4C, Job Truss Truss Type City Ply Renton-Jem-Island C3 Half Hip 1 1 Job Reference (optional) — southern Truss, FL Pierce, FL., 34951 0 Run: 8.31 5 Aug AU 2019 Pnnt 8.310 5 Aug 93 2U19 MI I8K Inaustnes, Inc. Mon Uct 28 1 CEti6 Page: 1 ID:xKBm2B40PXhyQ2BZE5DdiGyPaTx-ENH5R67RKB4E6HHZtd1z AOOmbIPv2aXzQMCZfyOr3n -2-1-9 8-4-4 11-0-0 15-D-0 2-1-9 8hd 2-7-12 3x4- 2x4n 5 6 2-10.4 12-9-12 16-o-0 2H a-44 12-8-0 1as-a 2-0 0 5 E sa a 4 s 12 1-10-1z Scale = 1:50 0-10-4 0.1-12 0.3-8 Plate Offsets (X, Y): [3:0-1-2,0-1-8], [5:0-2-0,0-2-8], [6:0-2-0,0-1-0], [14:0-2-2,0-0-8] Loading (psf) Spacing 2-0 0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 11-12 >529 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC I 0.61 Vert(CT) -0.47 11-12 >373 180 BCLL 0.0 Rep Stress Incr YES WS 0.96 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 84lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WESS 2x4 S.P No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS (lb/size) 2=835/0-8-0, (min. 0-1-8), 7=640/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=234 (LC 8), 7=203 (LC 8) FORCES (lb) = Max.-Comp./Max.-Ten. All -forces 250 (Ib)-orJess.except when shown. TOP CHORD 2-3=910/187, 3-4=1038/259, 7-9- 6f=%- BOT CHORD 2-13=384/683, 3-12=3B1/892, 11-12=380/888, 10-11=380/888, 9-10=-380/888 WEBS 12-13=4OOf754, 4-11=-9/413, 4-9=961/422, 3-13=1012/569 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCET-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsT BCDL=5.Opsf; h=16f ; CaL It; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 1 l I I I I 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 7 and 234lb uplift at joint 2. \GEN LOAD CASE(S) StandardOVAL StX ` SF ♦ �� Job Truss Truss Type Qty Ply Renton-Jem-Island C4 Half Hip 1 I Job Reference (optional) SOUmem In15s, rL tierce, hL, 340bl -- r 0 m -,Run: 8.31 5- Aug 13 2019 Print 8..310 5 Aug 13 2D19 MTek Industries, Inc. Mon Oct-28 16:43:56 Page: 1- ID:xKBm2B40PXhyQ2BZE5DdIGyPaTx-E Wf5R67RKB4E6HHZtdl z_AOPQblOv3bXzQMCZfyOr3n 6-4-4 r 13-0 2-0.0 84-4 L4 2 3x4- Wa 6 7 ,B I 2-,0-4 12-9-12 15.0.0 2-40 12-8-0 14-9-8 12 1-100-12 Scale = 1:53.5 0-10-4 0-1-12 0-3-6 Plate Offsets (X, Y): [3:0-1-2,0-1-8], [6:0-2-0,0-2-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (ioc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 12-13 >515 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.47 12-13 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 85lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 VVERC 2x4 SP No-3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3=O oc bracing. REACTIONS (lb/size) 2=835/0-8-0, (min. 0-1-8), 8=640/ Mechanical, (min. 0-1-8) Max Horiz 2=368 (LC 8) Max Uplift 2=220 (LC 8). 8=253 (LC 8) FORCES (lb) Max. -Comp. -/Max. Ten. - All forces 250- (Ib) or less except when shown. TOP CHORD 2-3=911/156, 3-4=1037=, 4=5=876/244; 8-10=-612/262 BOT CHORD 2-14=405/683, 3-13=421/890, 12.13=-419/886,11-12-419/886, 10-11=419/886 WEBS 13-14=-423/755, 5-12=7/413, 5-10=960/456,.3-14=1013/600 NOTES Ty Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf~ h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates Unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 8 and 220 lb uplift at joint 2. LOAD CASES) Standard c; CEN,3 P 605 �L A - - 0 , A"40 Job Truss Truss Type Oty Ply Renton-Jem-Island C5 Monopitch Job Reference (optional) z,oumem i russ, m. rierce, ru., 34ub1 KUn: 6.3T :i Aug-13 ZU19 Pnnt 8.3143 5 Aug 13 2019 MITeK Industries, Inc. Mon Oct 28 16:43:56 Page: 1 ID:Gk3h27LtO?OMaEBB2RpIaDyPakO-EWf5R67RKB4E6HHZtdiz AOPlblpvDOXzQMOZfyOr3n a -2-1-8i 7-7-8 1S 2-1-8 1-7-8 2x4u 5 0 6 Scale=1:55.6 8 7-7-8 7-44-8 Plate Offsets (X, Y): (8:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC I 0.58 Vert(CT) I -0.15 2-7 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S - Weight: 81 lb FT= 10% 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 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1 Row at micipt 4-6 REACTIONS (lb/size), 2=835/0-8-0, (min. 0-1-8), 6=640/ Mechanical, (min. 0-1-8) Max Hartz 2=413 (LC 8) -Max Uplift 2=201 (LC-8), 5=-307-(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All _fames250-. (Ib) or less except when shown. TOP CHORD 2-3=919/87, 3-4=709/94 BOT CHORD 2-7=-3491777, 6-7=349f717 WEBS 4-7=0/342, 4-6=795/387 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.W. h=16ft: Cat II; Exp C; End., GCpi=0.18-, MWFRS (envelopes Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise, indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 6 and 201 lb uplift at joint 2. LOAD CASE(S) Standard .0 n! Job Truss Truss Type Qty Ply Renton -Jere -Island I C6 Monopitch Girder 1 2 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 .1. " Run: 8.31 S Aug°t3 2019 Print 8.310 S Aug 13 2019 Ml-rek Industries, Inc. Mon Ott 2816:43:56 Page:1 ID:AwgPuETNuwAdluleoJhOXtyPZor-Ewf5R67RKB4E6HHZtdiz AOVBbnlv7eXzQMCZfyOr3n 1 -2 1 2-1-9 I 6-1-0 &11-12 SS-4 HUS26 HUS26 HUS26 HUS26 2x4n 6 Scale = 1:54.6 1 51-4 1 9-1-0 1 14.6d r 1 5-1-0 � 3-11.12 5Sd Plate Offsets (X, Y): [5:0-1-4,0-2-0], [7:0-3-0,04-0], [10:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (Joe) I/defl Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.09 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL I 1.25 BC 0.49 Vert(CT) -0.14 8-9 >999 180 I BCLL 0.0 Rep Stress Incr NO WS 0.70 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 200 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP NQ. 3 •ExcW* W4:2x4 SP Ne.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 2=3254/0-8-0, (min. 0-1-8), 7=5198/0.4-0, (min. 0-2-2) Max Horiz 2=400 (LC 8) Max Uplift 2=1190-(LC 8), 7=2000 (LC-8) FORCES (lb) - Max Comp./Max_Tm -AU.force.s-250_ -(Iby or less exceptarherrsrown TOP CHORD 2-3=6270/2289, 3 4-�9S4it749, 4-5=4854/1759 BOT CHORD 2-9=2303/5467, 9-12— 2303i5967, 8-12=2303/5467, 843=1756/4399, 13-14=1756/4399, 7-14=1756/4399 WEBS 3-9=484/1107, 3-8=1262/647, 5-8=2075/5527, 5-7=-6735/2288 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2000 lb uplift at joint 7 and 1190 lb uplift at joint 2. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 13-0-12 to conned trusB(es) B4 (1 ply 2x4 SP), B3 (1 ply 2x4 SP), B2 (1 ply 2x4 SP), B1 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert 1-6=70, 2-7=20 Concentrated Loads (Ib)- Vert -8=�4 fF) 1�—__7_Fa fF_),113=1420_(E),- 14=1420, (Fj`- = NOTES 1) 2-ply truss to be connected together with 10d (0.131'x3) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 5-8 2x4:1 row at 0-7-0 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 (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4)r AJI-plates ar€+ M j?0olates unless otherwise indicated. 5j This -truss h`as been chord live load nonconcurrent with any other live loads_ et A _ 0��// �ORID,�G` \�� Job Truss Truss Type Qty Ply Renton-Jem-Island CJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Souther Truss, Ft Pierce, FL, 34951 Run:-8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 M7ek Industries, Inc. Mon Oct 2816:43:56 Page:1 ID:fnlBsszlPv2V 0900452cyPZN4-EWf5R67RKB4E6HHZtd12 ADOhbolvF6xzQMCZfyOYtlr • -2-&1s 2-10.10 4-1-7 2-10.10 1-2-13 NAIL% NALED 4.2426 �tx4o q rJ g 2 Z m 1 6 5 2x4- 2x6n 2-10-10 1.7-2 4-1-7 1-7-2 1-2-13 Scale=1:35.7 1-&8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.02 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20VITP12014 Matrix-P Weight: 18 lb FT = 10% LUMBER Uniform Loads (lb/ft) TOP CHORD 2x4 SP No.2 Vert 1-4=70, 2-5=20 BOT CHORD 2x4 SP No.2 Concentrated Loads (lb) WEBS 2x4 SP No.3 Vert: 8=205 (17=103, 8=103) BRArNmr, TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-1-8. except 2=1-10-10, 7=0-3-8 (lb) - Max Horiz 2=146 (LC 20) Max Uplift All uplift 100 Qb) or less at joint(s) except 2=347 (LC 4), 4=147 (LC 20), 5=143 (LC 17), 7=264 (LC 17) Max Grav=All-reactions-250-(Ib) or less at joint- is)-42378-(LC-1)i 7=285 (LC 2D) FORCES (Ib) - MrL CompJMwL Ten -AII forces 250 Qb) or less except when shown. WEBS 3-6=— 431 17 NOTES 1) Wind: ASCE7-10:Vu1H60mph(3-second.gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=(.18; MWFRS (envelope); Lumber DOL=1.60 plate -grip DOL=1-60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Detaffs as applicable, or consult quaftfied building designer as perANSI/TPI 1. 3) Gable studs spaced at 2-0-0 or- 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Refer to girders) for truss tb truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at join 4, 347 lb uplift atjoint 2, 143 lb uplift at joint 5 and 264 lb uplift at joint 7. 7) NAILED" indicates 3-1 Od (0.148x3") or 2-12d. (0.148"x3.25") toe -nails per NDS guidlines. 8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard "t'j=`�Jead'�+'�toBrtive�(balanced):'Lirmber Increase=•1:25; Plate Increase=1.25 Job Truss Truss Type Qty Ply ] Renton-Jem-Island CJ3A Diagonal Hip Girder 2 1 ,lob Reference (optional) Southem Truss, Ft Pierce, FL., 34951 E f N Run: 0.31 5 Aug 13 2019 Print 8.31U 5 Aug 1t3,ZU19 MI IeK Incustnes, Inc. Mon UC[ Zt1 1ts:43:5r Page: 1 ID:iUgOnHN60ZMQ2m82HquSDbyPZc2-ijDTfSB45VC4JRsIRI¢CXOZXU Bxfi0gB46ro5yOr3m -2-11-2 1-9.14 4-1-7 2-11-2 1-9-14 2-3-9 NAIL% NAILED 42426 4 7 3 2 91 f 3A 309. NAILED 239 1-9-14 4-1-7 1-9-14 1-9-14 Scale = 1:35.4 D-5.11 Plate Offsets (X,1): [2:0-1-0,0-1-8], [6:0-0-7,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 'de' Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.03 5 >946 240 MT20 2441190 TCDL 15.0 Lumber DOL 1 1.25 I BC 0.25 Vert(CT) -0.06 5 >473 1BO BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 18 lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2--4 SP NQ3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=493/0-10-15, (min. 0-1-6), 4=104/ Mechanical, (min. 0-1-8), 6=241/0-11-5, (min. 0-1-8) Max Horiz 2=146 (LC 4) Max Uplift 2=493-(LC-4), 4=87 (LC 20), 6=483 (LC 17) ----(LC-1). 4=115 (LC 17), 6=542 (LC 26) FORCES (b) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown. 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (lb/ft) Vert; 1-4=70, 2-5=-20 Concentrated Loads (lb) Vert: 7=205 (F=103, B=103) TOP CHORD 3-7=271/173 WEBS 3-6=494M79 NOTES 1) Winct ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124rnpt; TCDL--5.Opsf; BCDL=5.OpsF h=16ft; Cat It; Exp C; End., GCpi--0.18; MWFRS (envelope); (lumber 1301-=1.60 plate grip DOL=1.50 2) Truss desijrted forwind 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 ANSIITPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l j 5) Refer to girder(s) for truss to truss connections. M 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 4, 493 lb uplift at joint 2 and 483 lb uplift at Joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d 1 (0.148"x3.25") toe -nails per NDS guidlines. 605 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r "'g. _w(� '.�+�:6�Ai'ti�r•:_'.�� _,.._. ._.s:, � :. ... .. f - - - ::; at�'"='r.'-. - - -.:�.• c-=fi r.-—;-.,:;1 _; }- _"'. Job Truss Truss Type City Ply Rgnton-Jem-Island CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Southern Truss, Ft Pierce, FL,-34951' - O IT O Run: 8.31 S Aug 13 2019 PAnt 8.310 S Aug 13 2019 MiTek Industries, Inc. Mon Oet 2816:43:57 • - Page:1 ID:uA1RgNXgg9pZSaqdOR 2gDyPZSp-ijDTfSB45VC•#ffibdRK?CCZcc4Zekgg646i65y0r3m -2-11-2 6.11-6 2-1'1-2 6.11-6 12 NAILEM, - - --' - NAILED --- NAILED tx4u NAILED NAILED 6-11-6 Scale = 1:36.5 Plate Offsets (X, l): (2:0-3-10,0-1-8) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.15 4-6 >520 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.27 4-6 >287 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 1 0.00 5 n/a n/a I BCDL 10.0 Code FBC2017[FP12014 Matrix-P Weight: 31 lb FT= 10% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2> 4 SP No.-3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=41210-10-16, (min. 0-1-8), 5=139/ Mechanical, (min. 0-1-8), 6=81/ Mechanical, (min. GA-8) Max Horiz 4=172 (LC 4) Max Uplift 4=245 (LC 4); 5==116 (LC 4),-6=9 (LC 4) Max Grav 4=562 (LC 31), 5=144 (LC 31). 6=144 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) -Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 5, 245 Ib uplift at joint 4 and 9 lb uplift at joint 6. 5) "NAILED" indicates 3-1 Od (0.148x3") or 2-12d et (0.148"x3.25") toe -nails per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, \X' Plate Increase=1.25 Uniform Loads (lb/ft) Vert 1-2=30, 2-5=70, 4-6=20 Concentrated Loads (lb) 1 • 1 r f ,Y't = " Vert: 9=205 (F=103, B=103), 11=26 (F=13, 13=13)- .'-`r:*�, .'ri?4M?� �-rsC:....._..�-. -'...__�.. .. .. ,"�": _ - •,- _- _ �. .- ... _:.: - . , '•�'.....:-.- -' "�. .. .__.. ,•.. �...�:---•�x-a� .f°�'.��n. cbc-i�" �- %�"'-4r� y. .�_ . Q-10 '4f� r Job Truss Truss Type Oty Ply r Renton-Jem-Island CJ7 Diagonal Hip Girder 4 Job Reference (op6ona ) Southem Truss, H. Pierce, t-L., 348b1 R 4 -2-6.15 2-9-15 tx4u mun:oaia Aug i a zuiv rnm —tu —ij -<u,a„",.—,...,.,.— - ,-ayo.-, 10:cB7lsJNkAK3VmLocBOZD3gyPdt—ic-TLTi-IS o-VC4�i =XOZXU_63egEgB46165yOr3m 5-3-6 9-9-6 5.3-6 4-5-15 ix4" 13 2 it NAILED 12 4,2426 r- MAILED 30 NAILED 4 W. 14 t, 3 15 NAILED NAILED 5 I s 1 1, "J 16 17 6 16 76 3x4= 1x4u 30= 3x4v ___ _ _ _ NAILED NAILED 1x4v NAILED NAILED NAILED NAILED 5-36 I 6-5-7 Scale = 1,41.2 [ 536 4-2-1 0- 1 Plate Offsets (X, Y): [2:0-3-4,0-1-8], [9:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.03 2-8 >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 WB 0.29 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 52lb FT= 10% LUMBER 1) Dead + Roof Live (balanced): Lumber Increase--1.25, TOP CHORD 2x4 SP No.2 Plate Increase=1.25 BOT CHORD 2x4 SP No.2 Uniform Loads (lb/ft) WEaS 2x4 SP No.-; Vert:.1. ?=70, 2-6=-20 SLIDER Left 2x4 SP No.3 — 2-6-0 Concentrated Loads (lb) BRACING Vert 13=205 (F=103, B=103), 15=81 (F=62, TOP CHORD Structu —I wo od hethin directs a lied or B=18), 17=13 (B), 18=-36 (F=18, B=-18) a g y pp 6-0-0 cc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 2=543/D-10-15, (min. 0-1-8), 5=167/ Mechanical, (min. 0-1-8), 7=284/Mechanical, (min. 0-1-8) Max Hodz '2=246ILC 20) .Maxllplift2=383_(LC_4),.5=128 (LC 4), . 7=123 (LC 8) Max Grav 2=649 (LC 31), 5=167 (LC 1), 7=307 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=749/258, 3-13=-668/250, 3-14=626/259, 4-14=616/248 BOT CHORD 2-16=334/595, 16-17=334/595, 8-17=334/595, 8-18=-334/595, 7-18=334/595 WEBS 4-8=01262, 4-7=650/364 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1-60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 5, 383 lb uplift at joint 2 and 123 lb uplift at joint 7. 5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face T of the truss are noted as front (F) or back (B). —�-- Job Tru Truas Truss Type Qty Ply i Renton-Jem-Island Diagonal Hip Girder 1 1 ].lob Reference twat) �•_� ��_�� - Run; c.31 S Aug 1320i 9 PdnC e.3i0 SAug76zuly Mi Tek Industries, Inc. Mon Oct 2B 16:43:57 Page:1 ID:rQ6?CShY-i Piamr'i19TrOhYyPd7b L) B45VC4jftlRIQCXOZZ_16ehSgB46i65y0r3m " 1-15 rMll-0 9-15 6-11-0 2-165 NAILED NAILED NAIL&P 7 4.2426 HAILED 3x4e NAILED 6 NAILED 16 iy o Z1 5 3x4= � `r . 1x4o 15 3 4 1'j1 0 10 98 3x4 11 B1 4x6= � n 4 1x4u 3x4= . o 4 �17 12 NAILED W1 4x7n 1x4n 143 NAILED NAILED " - 1x4n'... _. .. _NAILED -._ - - - - - - -- - - - - - - 4-0.7 2.9-6 4• 6.11-0 9-5-12 9- 2:6 0.1 2$13 2-0-13 Scale = 1:42.6 Plate Offsets (X, Y): [2:0-3-10,0-1-8], [4:0-3-0,0-1-6], [4:Edge,0-3-5], [5:0-6-14,0-2-3] Loading (pso Spacing 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.24 5-11 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.34 5-11 >327 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.13 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 53 lb FT = 10% LUMBER 1) Dead + Roof Live (balanced): Lumber Increase=1.25, TOP CHORD 2x4 SP No.2 Plate Increase=1.25 BOT CHORD 2x4 SP No.2 Uniform Loads (Ib/ft) WEBS 2x4 SP No.3 Vert; !-2=30, -7=70, 4-12=20, 5 11=20 SLIDER Left 2x4 SP No.2 — 2-11-6 Concentrated Loads (lb) BRACING Vert 10=-74 (F=-37, B=-37), 6=14 (F=-7, B=-7), TOP CHORD Structural wood sheathing directly applied or 15=205 (F=103, B=103) 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS (lb/size) 4=526/0-10-15, (min. 0-1-8), 7=46/ Mechanical, (min. 0-1-8), 9=379/ Mechanical, (min. 0-1-8) Max Horiz 4=223-(LC 4)- Max Uplift 4=264 (LC 4). 7=108 (LC 20). 9=169 (LC 4) Max Grav 4=712 (LC 31). 7=59 (LC 17), 9=450 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-15=312/30, 5-16=936/259, 6-16=875/268 BOTCHORD 5-11=345/853,1CA1=345/853, 9-10=345/853 WEBS 6-10=65/338, 6-9=-972/393 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=5.Opsf,, h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 7, 264 lb uplift at joint 4 and 169 lb uplift at joint 9. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0A48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face —" of the truss are noted as front (F) or back (B). c; ;. P 605 Job Truss Truss Type Qr { -g Renton-Jem-Island D1 Common 1 -Zb Refers (optional) SDUthem Truss, Ft Pierce, FL., 34951 Run; 8.31 S Aug 13 2019P. int 8.310 S Aug 13 2019 MMek Industries, InG. Mon Oct 2816:43:57 . Page: 1 C.SEQ=BSSZ3UKjuw68EhHgyPZmd-QDTfS845VC4JRsIRFQCXOZev_3tehVgB46165yOr3m • -2-1-9 6-4-4 12-2 0 17-11-12 24-0.0 26 --a 2-1-9 644 bt 2 5312 644 2-1-9 4x4= 4 n ZE 0 1 83.8 1647-8 24.4.0 Scale=1:50.4 83.8 7-s-0 8-36 Plate Offsets (X, Y): [11:0-2-2,0-0-8]. [13:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC DA6 Vert(LL) -0.12 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.72 Vert(CT) -0.25 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix-S Weight 120 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP R1o.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 6=1233/0-8-0, (min. 0-1-8) Max Horiz 2=142 (LC 6) Max Uplift 2=360 (LC 8), 6=-360 (LC 9) 'FORCES (lb) - Max. Comp.lMax. Ten..- Alliorces250_ (lb).or_less except when shown. TOP CHORD 2-3=1781/464, 3 4— 1559V4K 4-5=-15541464, 5-6=1781/464 BOT CHORD 2-10=-411/1489, 9-10=150/1007, 8-9=150/1007, 6-8=281/1489 WEBS 4-8=-196/561, 5-8=-367/293, 4-10=196/561, 3-1 O=367/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=1611; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 2 and 360 lb uplift at joint 6. LOAD CASE(S) Standard c; /. PE4k05 nod D�Alg ;�4C\ FOR]NAL G \ Job Truss Truss Type uls i illy Renton-Jem-Island D3 Common Girder 1 S Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run: 8.3'r,S Aug 13 2019 Print 8.310 S Aug-13 2019 MiTek Industries, Inc. Mon Oct 2816:43:57 Page: 1 ^J.94f6GyHnFd47LtPV00523cyPZQY-ijDTfS B45VC4jRsIRKZCXOZ Wm_2EeXZgB45l65yOr3m • -2-1-9 6-64 12-2-0 17-9-12 24-4-0 26•S9 2-1-9 6.6.4 57-12 5-7-12 6.6.4 4x5o 5 s Special Speclal HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6.6d 12-2-0 17-9.12 24h0 Scale = 1:50.4 5 6.1 5-7-12 57-12 6 6.4 Plate Offsets (X, Y): [2:0--2-2,0-0-8], [3:0-2-D,0-1-8], [4:0-1-9,0-1-8], [6:0-1-9,D-1-8], [B:0-2-14,0-2-5], [10:0-3-12,0-1-0], [11:0-0-0,0-4-12], [13:0-4-12,0-1-8], [14-.0-2-2,0-0-8], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/detl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.22 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.41 10-11 >699 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 438 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 `Except` T3,T1:2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* W4:2x4 SP N0.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8.7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1234010-8-0, (min. 0-3-7), 8=7935/0-8-0, (min. 0-2-3) Max-Horiz 2-142 (L-C 23) Max Uplift 2=3388 (LC 8), 8=2505 (LC 9) FORCES (lb)- Max.-Corri-p-.4Maxi:Terr—AlHforces250 - (lb) or less except when shown. TOP CHORD 2-3=-20043/5452, 3-4=13162/3B57, 4-5=-13151/3882, 5-6=13134/3879, 6-7=-13152/3854, 7-8=16500/5178 BOT CHORD 2-18=4845/17751, 18-19=4845117751, 19-20=4845117751, 13-20—4845/17751, 13-21=-4845/17751,21-22=-4845/17751, 12-22=-4845/17751,12-23=4845/17751, 11-23=-4845/17751, 11-24=-4454/14537, 24-25--4454/14537, 25-26=- 454/14537, 10-26=4454/14537, 8-10--0454/14537 WEBS 5-11=3285/11288, 7-11=3294/149% 7-10=1167/2976, 3-11=-6992/1788, 3-13=-1402/6327 NOTES 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf;'BC1DL=5.0psf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 'Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3388 lb uplift at joint 2 and 2505 lb uplift at joint 8. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d -nails into Truss) or equivalent spaced-at-2-M oc max. starting at 5-3-4 from the left end to 17-3-4 to connect -truss(es)794 - ),-A6-(1-pty- 2x4 SP), A7 (1 ply 2x4 SPLA17 [1 ply2x4 SP], A18 (1 ply 2x4 SP), Al 9 (1 ply 2x4 SP) ID baA face of bottom chord. 9) Fill all nail holes vhm hangeris in cmtad with lumber. 10) Hanger(s) or other It deviceN shall be provided sufficierti b"uppaiconcerkaWd toad(s)1986 lb down and 539 b opal 13.4. and 1996115 down and 522 lb up at 3-34'on bofDom chord The design/ selection of such cwrA=Sam device(s) is the responsibility of nthm LOAD CASE(S) SWndmd 1) Dead + Roof Live (6alanoe# Lumber Increase=125, Plate Increase=1.25 Uniform Loads (M) Vert: 1-5=70, 5-9=70, 2-8=20 Concentrated Loads Qb) Vert 18=1986 (B), 19=1986 (B), 2D=1986 (B), 21 =1 986 (8), 22=1986 (B), 23=1986 (B), 24=1986 (B), 25=1986 (B), 26=1917 (B) Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Web connected as follows: 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 (B) face in the LOAD CASES) section. Ply to ply connections have been - _ ,proyidpjl-to_distribute-only loads noted as (F' `unless 4 _ Job Truss Type aty Ply RePtton-Jem-Island FTr4us Hip 1 I Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 +s Run: 8.31 S Aug43 2019-Pfint 8.310 S Aug-1-3 2019 MiTek Industries, Inc, Mon Oct 2816:43:58 Page:1 ID:PAOg?SVuEYFEMDZgMThJ3JyPZJd-iJDTfSB45VC4JRsIRI¢CXOZZK 3sehigB46165yOr3m • -2-1-9 844 11-9-D 12-2-9 134-9 17-10-16 24-" 2659 2-1-9 644 4-7-12 1-2-0 1-2-0 4-6.15 6-5.1 2-1-9 3x4= 6x41 3x4e 4 5 6 9 6-3.8 16-0-8 244-9 Scale = 1:46.7 6-3-6 7-9-0 6-3-0 Plate Offsets (X, Y): [4:0-2-0,0-2-8], [5:0-2-0,0-3-0], [6:0-2-0,0-2-8], [13:0-2-2,0-0-B], [15:0-2-2,0-0-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.12 2-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 I BC 0.72 Vert(CT) -0.28 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixS Weight 119lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2--4 SP Nei BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 8=1233/0-8-0, (min. 0-1-8) Max Horiz 2=131 (LC 6) Max Uplift 2=352 (LC 8), 8=352 (LC 9) FORCES -(Ib) - Max. Comp./Max.Ten: -_AII-forces 250- (lb) or less except when shown. TOP CHORD--2=3=-1763X3T, 3=4--1W1435 4-5=1307/429, 5-6=1307/430, 6-7=-1541/436,7-8=1762/436 BOT CHORD 2-12=374/1467, 11-12=133/1015, 10-11=133/1015, B-10=253/1466 WEBS 5-12=174/525, 3-12=-013/264, 5-1 O=174/526, 7-10=313/264 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom c} chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to \ bearing plate capable of withstanding 352 lb uplift at joint 2 and 352 lb uplift at joint 8. LOAD CASE(S) Standard �\ 4-/ \-,GENS"�-`T��i .X:77r i P 605 ; ==- - I r I C ur- �i�'P�s �t ORI�": (� Job Truss ( rype Qty Ply Renton-Jem-Island D5 1 1 Job Reference (optional) Southern Trust. -Ft. Pierce, FL., 34951 -Run: 8,31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MITek Industries, Inc. Mon Oct 2816:43:68 Page: 1 I D:g5KxTXZ4VbLlwllkWyGLetyPZIF-AvnrsoglsoKxLaRy724R3b61KON9N9jgQkrJeXyOr31 • -2-1-9 6.4-12 9-0-0 15-4.0 17-11-4 24-4-0 26-5.9 2-1.9 6-0-1T 2-73 6" 2-7-4 6.4-12 2-1-9 4X5= 4 4X5- 5 9-1-12 15-2-4 2440 9.1-12 6.0-8 9-1-12 Scale=1:48.7 Plate Offsets (X, Y): [4:0-3-0,0-2-4], [5:0-3-0,0-2-4], [12:0-2-2,13-"], [14:0-2-2,0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.26 7-9 >999 240 MT20 244/190 TCDL 15.0 1 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 7-9 >636 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 113lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Net BRACING TOP CHORD Structural wood sheathing directly applied or 3-1 A 3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 7=1233/0-8-0, (min. 0-1-8) Max Horiz 2=111 (LC 6) Max Uplift 2=334 (LC 8), 7=334 (LC 9) FORCES: (lb) . --Max. Comp./Max. Ten. - All -forces 250 - (lb) or less except when shown. TOP-CHORD-2;3=17397390, 3�4-14821339,- 4-5=1292/314, 5-5=1482/339, 6-7=1739/390 BOTCHORD 2-11=313/1446, 10-11=161/1292, 9-10=161/1292, 7-9=211/1446 WEBS 3-11=293/251, 4-11=85/399, 5-9=4351399, 6-9=293/251 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gus* Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,1,11 CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 2 and 334 lb uplift at joint 7. LOAD CASE(S) Standard ,. P 605 STATE OF i .,ORI � Y Job Truss [ :r-'ss Type Oty Ply Renton-Jem-Island D6 Special 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: 8.91 S Aug 13 2019 Print: 8.310.8 Aug 13 2019 MTek Industries, Inc, -Mon Oct 28 16:43:58 Page: 1 ID:3wU2dsVONF1 gfahYXd8PF6yPZh2-AvnrsogisoKxLaRy?24R3b6kuOM6N3rgQkrJeXyOr31 13-11-4 -2-19 I 7-0-0 i 1D-3-0 1 12.2-0 I _ 14-11r0- -- 17.4-D-- -_-1- -- - 24 -0 --- 1_ 26-5�9--_I 2-1.9 7�0 3-3-0 1-11.0 0.1- 2 3-3-0 7-0-0 2-1.9 1-9-4 3x4- 5 9 Scale=1:48.7 7-1-12 7-1-12 17-2-4 1 D." 24.4-0 7-1-12 Plate Offsets (X, Y): [3:0-2-4,0-2-4], [4:0-3-0,0•-2-4], [5:0-2-0,Edge], [6:0-3-0,0-2-4], [7:0-2-4,0-2-4], [13:0-2-2,0-0-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.21 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 1 D-12 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 8 tl/a n/a BCDL 10.0 Code FBC2017f1P12014 Matrix-S Weight: 117lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2--4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 8=1233/0-8-0,(min. 0-1-8) Max Horiz 2=110 (LC 6) Max Uplift 2=367 (LC 8), 8=-067 (LC 9) FORCES -(Ib) --Max.-Comp,/Max. Ten_ -AN forces-250- (lb) or less except when showr.-t -TOP`CHORD-2-3--1762/4DT, 3--4=1468d428v 6-7=1468/428, 7-8=176W407 BOT CHORD 2-12=315/1452, 11-� 10-11=338/1653, 8-70= —'n4M452 WEBS 3-12=-65/465, 7-10e414-12=330ng% 6.10=330/190, 4-6�-1480/408 NOTES 1) Unbalanced roof live loads have been brad for this design. 2) Wind: ASCE-7-10 Vait=Mmph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCOL=5jopst twNtiCat. II; Exp C; End., GCpi=0.18; MVW9RS (envelope* Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preverd waterpondi g. 4) This truss has been designed for a 10.0 psf bottom . chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 2 and 367 lb uplift at joint 8. LOAD CASE(S) Standard CEN,g�;�T��i i- PF4k95 ` .__._. '-^f ;T'•'t�y.�•. _. .- -_ .,...:..;..__.. _ .,,_ .. -..- ..-..,: c:-t_---...-. '.v::.. ?"� .--- .-_ -.>.��etia%t-.i-.G`.-.:.._e,l,-�--> - � f^� � .. _.... to 8 R � Job 'I -. Truss Type Qty Ply Renton-Jem-Isla>,G i Roof Special Girder 1 1 Job Reference (optional) truss, FL Pierce, FL; 94951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 bh'Tek Industries, Inc. Man Oct 2816:43:58 :. Page: 1 ID:MNbgl tXSbSxQ4kPpy9VHDRyPZSo-Avnrso9isoKxLaRy?24R3b5pyOSEN?PgQkrJeXyOr31 -21A Sh9 5-30 12-2-0 1rr1-0 19.4-0 24-4-0 2E5.9 2-1A 5-0-0 "0 3.11-0 3-11-0 3.9-0 5-0-0 2.1.9 R.» W Nl11 PM 4x4= 5 Special JUS24 JUS24 Special 5.1-12 8-1A 12-2-0 16-2-12 1&2� 24-0-0 11-12 2-11-a 44Y12 4-0-12 2-11-8 5-1-12 Scale=1.48.7 Plate Offsets (X, l): [3:0-54,0-2-0], [7:0-5-4,0-2-0], (16:0-2-2,0-0-8), [18:0-2-2,0-0-8] Loading (psi) Spacing 2-0-50 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.52 Vert(CT) -0.33 12 >858 180 BCLL 0.0 RepStresslncr NO WB 0.61 Horz(CT) 0.09 8 n/a n/a I BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 133lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-12 oc bracing. REACTIONS (lb/size) 2=1936/0-8-0, (min. 0-1-10), 8=193610-8-0, (min. 0-1-10) Max Horiz 2=110 (LC 24) -Max-Uplift-2=72-(LG8),-8=720-(LC-9) FORCES -(Ib)- -A1Lfxces2W_ (Ib)-less e cgAwh-stwwn. TOP CHORD 2lPt9q�2t2/1418 4-20=38 $413� 4-5-2696/M, 5-15=-26951969, 621=3882/1418, 7-21-3882Ktla, 743 3298H197 BOT CHORD 2-15=103112035, 1542-1032MM, 14-22=10322B33,13-14=1363i3907, 12-13=-1363f3S07, 11-12=128613907, 11-23=-954=n, 1 D-23=-954/2833, =-45:iIffit5- WEBS 3-15=149a 3-14=4$1311358, 444 =d36it9Q4-12=1840f756, 5-12=72D12D52, 6-12=18401756, 6-11=436H90, 7-11�4i6/1358, 7-10=14/423 - 6) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 9-11-8 oc max. starling at 7-24 from the left end to 17-1-12 to connect truss(es) J7G (1 ply 2x4 SP) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 252 lb up at 5-0-0, and 188 lb down and 252 lb up at 19-4-0 on top chord, and 166 lb down and 34 lb up at 5-0-0, and 166lb down and 34 lb up at 1934 on bottom chord. The design/selection of such connection device(s)is-the responsibility -of -others, 10) In the LOAD CASE(S)-section, loads -applied to the face of the truss are noted as front (F) or back (13). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert 1-0=70, 3-4=-70, 4-5=70, 5-6= 70, 6-7=70, 7-9=70, 2-8=20 Concentrated Loads (lb) Vert 3=92 (F),-7=92 (F),15=79 (F), 1 O=79 (F), 20- 47-(F), 21=47 (F), 22=-486 (F), 23=486 (F) NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=5.Opsf; h=16ft; Cat 11; Exp C• End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to .. bearit7g,p ate capable of withstanding 720 lb uplift anoint `T 2 and 7201ii upkf at jo`irit 9 ` e� _ : zn -- Jrw ; Tr. Truss Type Qty Ply ' DS Common 1 1 J I Job Reference (optional) Southern Trams, FL Pierce, FL, 34951 ' Run: 8.31 S Aug 13 2019 Print 8.3110S Aug 13 2019 MiTek Industries, Inc. Mon Oct 2818:c1.3:58 Page:1 ID:mbegggY0vGc3E8839xl2u8yPZU4-Avnrso9lsoKxLaRy?24R3b5k3OTZNBagQkrJeXyOr3I all-o 9-1ao 4-11-0 4-11-0 12 6 t- 4x4- 2 i 3x4= 1x4o a11-o alas Scale = 1:41.1 4-11-0 4-11-0 Plate Offsets (X, Y): [4;Edge,0-1-8[ Loading (w Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.10 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.24 5 >470 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Harz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 43 lb FT = 10% 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Qb/size) 4=429/ Mechanical, (min. 0-1-B), 6=429/ Mechanical, (min. 0-1-8) Max Horiz 6=48 (LC 5) Max Uplift 4=106 (LC 9), 6=106 (LC 8) —FORCES Qb) - Max;-Comp-.Miax Ten. - All -forces 250 ms�=lees nr exep__T„whhen sh_nwn._ TOP CHORD 1-2- 3=09, 2-3=-302/109, 3-4=305/124, t-6=�5f't24 NOTES 1) Unbalanced roof Ine loads have been considered for this 2) Vdk&lLSCE 7-10;1fa11=160mph (3-second gust) Vasd=124mph: TCDL=5.Opsf BCDL=5.Opsf; h=16ft; Cat R; Exp C, End., GCpi=0.18; MWFRS (envelope); Lwnber DOL=1.60 plate grip DOL=1.60 3) Ttds buss has been designed for a 10.0 psf bottom ,l 1 - live load nonconcuawd with any other five loads. 4) Refer to graders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 6 and 106 lb uplift at joint 4. LOAD CASE(S) Standard \GEMS `.`; �i �i L F ��i i P 605 A� 0R 1 p ,no Truss Truss Type Qty Ply ` D9 Hip Girder 1 1 Job Reference (optional) �b aoUmem truss, rc tierce, rt:, s49a1- 1. • a 4 4 v 0 0 Y N KUm 8.31 S AUg 18.ZU79 F rinC. 6.31U S AUg 13 ZU19 Mllek InclUStrNeS, loc. Mons OCt Z8 16:43:58 Page: 1 ... ID:IslbUi739WC1XIyKa4vi myPZUd-AvnrsogisoKxLaRy?24R3b6n90UyNBWgQkrJeXyOr31 3-&16 4-11-0 6-10-0 &10-0 3.3-15 1-7-1 1-11-0 3.0.0 9 1 NAILED Special Special 12 3x4= 6 r— 3 i 6 3x4= 1x4o 1x4o 3x4= 2-10-0 6-11-12 9-10-0 Scale=1:41.1 'NN 4 1 6 2-10 a Plate Offsets()( Y): [3:0-2-0,Edge], [6:Edge,0-1-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC. 0.62 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.41 Vert(CT) I -0.18 7-8 >640 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 6 n/a We BCDL 10.0 Cade FB020171TP12014 Matrix-S Weight: 58 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2z4 SP Nma BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=358/ Mechanical, (min. 0-1-8), 9=358/ Mechanical, (min. 0-1-8) Max Horiz 9=48 (LC 4) Max Uplift 6=156 (LC 8), 9=156 (LC 9) -Max Grav 6=377_.(LC 36), 9=377-(LC_37) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250- (ib) or less except when shown. TOPCHORD 1-2=278/144, 4-5=277/143, 5-6=255/125, 1-9=2551125 NOTES 1) 1 roof rive loads have been considered for this dc;ign. 2) Waxt ASCE 7-10; Vuit=l6omph (3-second gust) Vasd-124mph; TCDL=S.OpsP BCDL=S.Opsf; h=16ft; Cat It Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DM--VWplate grip DOL=I-.W- . 3) Provide adequate drainage to prevent water ponding. 4) Ttis Iuss has been designed for a 10.0 psi bottom A m 1 rive load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 9 and 156 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)149 lb down and 198 lb up at 7-0-0, and 149 lb down and 198 lb up at 10-10-0 on top chord. The design/selection of 10) 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) Read t P.adL,'Ye (baLgnced} Lumbe inc-re=.se=125, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=70, 4-5=-70, 6-9=-20, 23=-70, 3-4=70 Concentrated Loads (Ib) Vert: 2=42 (F), 4=42 (F), 3=58 (F) Job Truss Truss Type Qty Ply Renton-Jem-Island E1 Common 2 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 a 1 Scale=1:40.4 TIM: 6.31 S Aug 13 ZU19 Pnnt U.31U 5 Aug 1S;ew yIrl IeK Inaustrles, Inc. Mon = ZU 1ti:43;tiy -1. Page: 1 ID:yOKplxV3kdwc5LONnUKf9ByPZL6-e5LD3B9Kd6SozkDBZlbecpeOloss6cgzfObsAzyOr3k -2-1-8 1-1a12 s$-0 9-5.4 111-0 1&S9 2-1-9 1-1a12 3-9-4 3-9.4 1-ta12 2-1-9 4x4- 12 4 1-1a12 I 1-9-0 I I a8 0 I 9-5-4 a l l 114-0 1-30' &9-0 3-94 a1 1-9-0 0-1-12 7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.251 BC 0.24 Vert(CT) -0.02 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Harz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 49lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACW G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/slze) 8=273/0-3-8, (min. 0-1-8), 9=764f7-10-0, (min. 0-1-9), 10=273(1-10-0, (min. 0-1-9) Max Horiz 10=77 (LC 7) Max Uplift 8=-156 (LC 9), 9=141 (LC 8), 10=154-(LC 8) Max Grav 8=372 (LC 18). 9=764 (LC 1), 10=372 (LC-'17) . FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=191/551, 3-4=138/570, 4-5=13B/57Q 5-6=-190/551 BOT CHORD 2-10=-462/223, 9-10=462/221, 8-9=-462/221, 6-8=4621221 WEBS 5-8=270/183, 4-9=70111B5, 3-10=270/182 NOTES 1) Unbalanced roof live -loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift atjoint 9,154 lb uplift atjoint 10 and 156 lb uplift atjoint B. LOAD CASE(S) Standard 5+ ;. P 605 �L A - IC Vr /�X\c�` •�4 0R1D Job Truss Truss Type Qty Ply Renton-Jem-Island E3 Hip Girder 1 Job Reference (optional) Sorltnem IMSs, i-t Fierce, F,L., 349b1 1 Run: 8.315 Aug 13 2019 Print 8.3if/ S Aug 13 2019 MiTek Industries-, Inc. Mon Oct 28 16:43:59 Page: 1 ID2XIOxAHrOb600LUt4e?uluyPZKS-e5LD389Kd6Sozk087Jbecpexzooa6dozfObsAzy0r3k -2-1-9 2-1-9 3-3-15 5-8-9 81-1 11-4-0 13-5-8 2-1-9 2-1-0 1-2-15 2.4-1 2-0-1 3-3-15 2-1-9 NAILED 12 4x4- NAILED 6 9 NOP2X STP ,.__*Special- -,_ .._NAILED ----special _. NAILED 2-1-0 1-9-0 1 3.1-12 2-8-4 11r4-9 1-9-0 1.0.12 548 3-1-12 Scale = 1:40.7 0y.0 Plate Offsets (X,1): [4:0-3-8,Edge], [7:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) .I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 10-11 >812 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.19 10-11 >573 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Wetght:57lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 A EBS 2x4 SP Ne.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. JOINTS 1 Brace at Jt(s): 5 REACTIONS (lb/size) 8=562/0-8-0, (min. 0-1-8), 12=84710-8-0, (min. 0-1-8) Max Horiz 12=77 (LC 6) --Max-Uplift 8=-343-(LC-9),12--489-(L-C8) Max Grav 8=654 (LC 37), 12=969(LC 36) FORCES (lb) - Max. Comp./Max. Ten. -All forces 2W (Ib) or less except when shown. TOP CHORD 2-3=586/326, 3-13=624/325, 4-13=599/286, 4-5=-450/359, 5-7=-450/359, 7-14=590/234, 8-14=641/274, 4-6=259/115 BOTCHORD 2-12=260/610, 11-12=211/602, 11-15=195/569, 15-16=195/569, 10-16=195/569, 8-10=-213/607 WEBS 4411 -209/314, 7-10=-212/330, 3-12=373/215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Dpst BCDL=5.0psf, h=16f; Cat It; Exp C; Encl., GCpt=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any_other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 8 and 489 lb uplift at joint 12. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 Ib down and 15B lb up at 3-0-0, and 220 lb down and 158 lb up at 8-34 on bottom chord. The design/selection of -such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=70, 7-9=70, 2-8=20, 4-6=70, 6-7=70 -Concentrated Loads (lb) Vert 11=58-(F_)r10=58_(F), ;a PE 76051n\; ORl //;,'ONAL OF pq,/e, \ V "1 Job Truss Truss Type Ply Renton-Jem-Island J1 Jack -Open TIQ4 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: S.31 5 Aug-Z LU19 F'nnt S.:31U 5 Aug-131U1y M1 I eK InOu5me5, gic. Man uct LS 1S:4J:0V - rage: 1 ID:OGNbr6drmHFIKp2iVnSgZbyPdGi-e5LD3B9Kd6SozkO8Zlbg cpeOEovW 6eKzfObsAzyOr3k -2-1-9 1-0-0 2-1.9 1--.1 12 6 F— NOP2XSTP 3 2 1z4a (1 1 e q 1 e e W1 2x4s 1-D-0 Scale=1:29.6 ^� Plate Offsets K Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-D-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 >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 FBC2017frP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2_--4 SP No BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=140/ Mechanical, (min. 0-1-8), 4=9/ Mechanical, (min. 0-1-8) Max Horiz 2=66 (LC 8) Max-Uplift-2-164-(LC-8), 3=140 (LC 1) Max Grav-2=363-(LC 1), 3=90-(LC 4), 4=18 (LC 3) FORCES (lb) - Max. Comp./Max: Ten. -Ail forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.W,, h=16fi; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) -All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other rive loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 2 and 140 lb uplift at joint 3. LOAD CASE(S) Standard GENS��% OR L E%NG\\\�\ �( t l' Job Truss Truss Type Qty Ply Rc-iftton-Jem-Island J1E Jack -Open 8 1 Job Reference (optional) �•�� _+�� —oiun: oa, a rug is eU Iav nn[ asiU W%Ug I zulbI'Mu eK InaUSMes, Inc. Mon Ucr 28 1ti:43:59 Page^1- ID:QGNbr6drmHFIKp2lVnSgZbyPdGi-e5LD389Kd6SozkOBZlbecpeOEovW6eKzfObsAzyOr3k -2-1-9 1-0-0 2-1.9 12 6 F— NOP2X STP 3 2 e 4 2x4= 1-0.0 Scale = 1:29.6 Plate Offsets (X, Y); [2:0-1-4,Edge] Loading (pso Spacing 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 >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 FBC2017lrP12014 Matrix-P Weight: 7 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=140/ Mechanical, (min. 0-1-B), 4=9/ Mechanical, (min. 0-1-8) Max Horiz 2=66 (LC 8) Max Uplift 2=164 (LC 8), 3=140 (LC 1) Max-Grav 2=363 (LC 1); 3=90-(LC 4); 4=18 (LC-3) FORCES (lb) = Max: Cbmp7Max. Ten. = All forcs e (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.0psF h--16i% Cat II; Exp C; End., GCpi=0.18; MWFRS (enveloper 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 facer see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSVrPI 1- 3) All plates are MT20 plates unless otherwise indicated. 4) Gable studs spaced at 0-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other rice loads. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearhg plate capable of withstanding 164 Ib uplift at joint 2 and 140lb uplift at joint 3. LOAD CASE(S) Standard / F 605 1'EQ� `..- .. � p \� 10NALr Job Truss Truss Type Oty Ply Renton-Jem-Island J2 Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft. Platte, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 5 Aug 13 2019 M!Tek Industries, Inc. Man act 28 16:43:59 Page: 1 ID-AT30742XymhGgKdGkracoyPaMs-e5LD389Kd6SozkO8Zlbecps?_ovl6eKzf0bsAzy0r3k m j -2-1-9 1-9-0 2-1-9 1-9-0 Scale = 1:30.9 12 6 3 2 ij 1 N A B7 N 1 4 2X4= i1-9-0 1 1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0- Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TQP CHQRD-94wtur@,1 wggd gh@v#*ta- &P.G l-,y agorled gr 1-9-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS (Ib/size) 3=284/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 3=591 (LC 1), 4=591 (LC 1) Max Uplift 3=122 (LC 8) Max Grav 3=284 (LC 1), 4=35 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb)or-less-except when shown. TOP CHORD-- 2-3=274/650 BOT-CHORD- 24=59173241- NOTES 1) Wind: ASCE 7-10; VuIt-160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsf "611; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom - chord live load nonconcurrent with any other five loads. 3) Refer to girder(s) for truss to truss connections. . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122lb uplift st joint 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 51 / • P 605 ` <OR1�A 40�� Job Truss Truss Type Qty Ply ( RIf1ton-Jern-Island J2A Jack -Open I 1 I I Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Y - a --Run: 6.31 5 Aug'13 2U19 Print 0.31 U S Aug 13 2u19 MI Iek indusfies, RID. Mon ua28 15:43:59 Page: 1 ID:AT3074Z)CAmhGgKdGkrscoyPaMs-e5LD369Kd6SozkO67Jbecpe4Hov96eKzfObsAzyOr3k J 1-M 12 6 F_ 2 1 , 0 3 2x4- 1-9-0 Scale=1:27.4 I -----I Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 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 Incr YES WB 0.00 Horz(CT) n/a n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 6lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 BRACING TQP QHQRD-54ugtL1r8,1• WQPA ghm@thing &Q* 6E01(@L Qr 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=139/ Mechanical, (min. 0-1-8), 3=17/ Mechanical, (min. 0-1-8) Max Horiz 2=150 (LC 1), 3=150 (LC 1) Max Uplift 2=61 (LC 8) Max Grav 2=139 (LC 1), 3=35 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) -or - less .except -when shown. NOTES -1)- Wind: AS6ES-7-1�-VLAF46 Chi ph{3-second-gost)— Vasd=124mph; TOOL=S.Opst BCDL=5.0* h=16f1; Cat II; Exp C; End., GCpi--0.18; MVYFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrert with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard .r .0 Job Truss Truss Type Qty Ply 1 Refiton-Jere-Island J3 I Jack -Open 12 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 3495i —Faun: 5.31 S Aug w 2mu Ynnt: 9.31u 5 Aug 13 2Ulu MI lek Indostne5, inc. Mon Oct "L316:43:b9 Peg%1 ID:lm5h6f hgIcBGpZC"dXsyPdGv-e5LD3B9KdBSozkOBZlbecpe?korfbeK----IbsA�Or3k 3-t16 z-o-o 3•o-0 12 6 1 3 I Scale=1:33.1 Plate Offsets (X, Y): [2:04-8,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 4 >428 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >2$8 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 16 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WENS 2x4 SP Ne a BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=362/0-8-0, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=129 (LC 8), 3=20 (LC 8) Max Grav- 2=362 (LC 1), 3=61 (LC 3) -FORCES -(tb) -A4ax_CoWpjMaX_ja --AII fnrres 250 —Qb) or less except when shown. NOTES 1) V&xt ASCE 7-10; Vut1=160mph (3-second gust) Vasd=124mq*r TCDL=5.Gpsf,, BCDL=5.Opsf, h=16ft; Cat It; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) AU plates are MT20-plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcur-ent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechandcal connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3 and 129 lb uplift at joint 2. LOAD CASE(S) Standard 8� \CCN �i P o05�' - t . t I� t P Job Truss Truss Type Oty Ply Renton-Jem-Island J3A Jack -Open 2 1 Job Reference (optional) Southern Truss, Ft P%rce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 1G-2019 MTek Industries, Inc. Mon Oct 2816:43:59 . Page;1 ID:g6a91yt03RmTjuaYMMNpyPdGO-e5LD389Kd6SczkGgZf5g-re3eou T6eK---bsAzyOr3k 3-o-6 12 6 F 2 NOM STP 1 131 ! 3 t Scale = 1:29.6 Plate Offsets (X, Y): [1:0-1-4,Edge) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.13 Vert(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >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/TP12014 Matrix-P Weight: 10lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=117/0-8-0, (min. 0-1-8), 2=91/ Mechanical, (min. 0-1-8), 3=26/ Mechanical, (min. 0-1-8) Max Hortz 1=75 (LC 8) Max Uplift 1=17 (LC 8), 2=74 (LC 8) Max Grav 1-117 (LC 1), 2=91 (LC-1), 3=52 (LC 3) —FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wmd:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=16ft; Cat It; Exp C. End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This thus has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 74 lb uplift at joint 2. LOAD CASE(S) Standard c; i 1= O� .�.,.,.� O_RjS_D_p( '01VAL Job Truss Truss Type Qty Ply Renton-Jem-Island J3B Jack -Open 3 1 Job Referencm (op5onai) SuMem Truss, FL Pierce, FL, 34951 Scale = 1:35.6 Run; 8.31 5 Aug 13 2019 Print 8.310 5 Aug 13 2019 MiTek rnOusmes, Inc. Mon.0,9 Z518:43:b9 Page: 1 ID:IUgOnHN60ZMQ2m82HquSDbyPZc2-eSLD389Kd6Sczc082becpe7Yoo56ee fObsAryOr3k -2-1.I 1-0-0 3-0-0 2-1•B 1-0-D 1-8•D 12 6 r- 4 tx4n 3 2 C� c cp B1 1 6� 5 2x4- tx4n 1-4-0 1-0-0 34Y•0 1-0-0 1-B-0 0-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udetl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 5-6 >999 180 I BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight 14lb FT = 109/6 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRAQWr2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=61/ Mechanical, (min. 0-1-8), 5=130/ Mechanical, (min. 0-1-8). 6=600/0-8-0, (min. 0-1-8) Max Horiz 6=115 (LC 8) Max Uplift 4=61 (LC 1), 5=130 (LC 1), 6=209 (LC 8) Max-Grav 4=31 (LC 4),-5=62-(LC 4), 6=600 (LC-1) - FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind:ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed_for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 4, 130 lb uplift at joint 5 and 209 lb uplift at joint 6. LOAD CASE(S) Standard c� \��\�\��1 Nlf B4 E4 i ;. P 605 =_ 0 M .F Job Truss Truss Type Qty Ply Rd'nton-Jem-Island J3E Jack -Open 4 1 tbce (al) aaurnem i russ, rc Pierce, FL., 34951 - - - Run: mn S Aug i3 2u19 runt d.310 5 Aug 13 2019 MTek Industries, Inc. Mon Oct 2016:44:00-- - Paga:1 IWm5h UAyNCtdaubK6S6vBOB9UCBur5a6t2KPiQyOr3I -z-o-o z-0o 3o-0 3 Scale=1:33.1 3-M Plate Offsets (X, Y): [2!0-6-0,0-0-10] Loading (psi] Spacing 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 4 >428 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >288 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-P Weight: 13lb FT =10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=362/0-8-0, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=129 (LC 8), 3=20 (LC 8) Max Grav 2=362 (LC 1), 3=61 (LC 3) FORCES (lb) - Max. _CompJMax Ten.-AIISorces-250 -(lb)-or less -except -when -shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf, h=16ft: Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3 and 129 lb uplift at joint 2. LOAD CASE(S) Standard S� CDEN ,` P 605 . t :.y.--�..-- .. . _ �:w: � _ � ..: __.. - ;� -.. � ., - - ..._ . ..., ....- ..- ;�-�.�=� __ . - . � ._ ._ ._...- �_,•-_---=lam - .�._ _ ._ . �..�__ - m. t L� A:.-. Job Truss Truss Type Renton-Jem-Island J5 Jack -Open $ 1 it i Reference (optional) Southern Truss, Ft Fierce, FL., 34951 - Run: 8.31 S Aug 13 2019 Print 8.310 S Au"3 2019 MTek Industries, Inc. Mon -Oct 28.16:44:00 Page: 1 1D:7 ewXoWoQvDWr?^5r02aXyPdH4-6HvbHUAyNQafaubK6S6v8OB9UCBpr5a6t2KPiQyOr3J -z-ao s-o-o 2-0-o sao 12 3 A T' NOP2X STP 2 1x4n. Bi d r 1 � w1 2x4- Scale = 1:36.7 5 6-0 Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2X4 SP NaA BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=419/0-8-0, (min. 0-1-8), 3=117/ Mechanical, (min. 0-1-8), 4=46/ Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 8) Max Uplift 2=129 (1-08); 3=104 (LC 8)- Max Grav 2=419 (LC 1), 3=117 (LC 1), 4=92 (LC- 3)-FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.6psf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 129lb uplift at joint 2. LOAD CASE(S) Standard c; 605 STA fE' OF 'o�`. ORID� n Job Truss Truss Type I @y Pry Renton-Jem-Island J5A I Jack -Open 2 1 Job Reference (optional) SoUthem Truss, Ft Pierce, FL., 34951 Run: 8.31 5 Aug 13 2U1941nnt 8.319 5 Aug 13 20194LTak InclUstnes, Inc. Mon Oct Z5 76ACO - Page: 1 Dt e3Bpm-AumKh7B48yEhVyPdGG-6HvbHUAyNQafaubK6S6v8UB9SCBpr5a6t2KPiQyOr31 So-0 e 2 N Scale = 1:33.2 SUO Plate Offsets (X, Y): [1:0-1-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >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 FBC2017frP12014 Matrix-P Weight: 16lb FT= 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRAC3Niv TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=207/0-8-0, (min. 0-1-8), 2=161/ Mechanical, (min. 0-1-8), 3=46/ Mechanical, (min. 0-1-8) Max Horiz 1=125 (LC 8) Max Uplift 1=35 (LC 8), 2=126 (LC 8) Max Grav 1=207 (LC 1); 2=161. (LC-1), 3=92 (LC 3) FORCES (lb) - Max. Oomp.7Max. Ten. --All-forces 250— (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsF, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 126 lb uplift at joint 2. LOAD CASE(S) Standard c� . P 605 YS7A`l`E OF � - OR Job Truss Truss Type CY Ply Renton -Jam -Island J5T Jack -Open 2 1 Job Reference (optional) Southern Truss, K. Pierce, 1-L., 349b1 Kun: t3.isi b Aug T3 2u18 Ynnt' t1.sau ] Aug 13 zuiv MI lex moustnes, Ine. Mon uci zo 7 o:49:uu rage: 1 ID:U6gzJhb5gm M MzaFSupoH 1 ZyPd9?-6HvbHUAyNQafaubK6S6v80B9UCBmr5a6t2KPiQyOrJj -2-0-0 2A 5-0-02-0-0 2-111.4 2-1-12 12 5 r 2x4a 3 NOP2X STP 4� N d 2 t� 1x4n 81 7 o k 1 e Wt 2x4- 2x4n 4 i 5 Scale=1:37.6 3-0-0 5.0-0 3-0-0 2.40 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-2-0,0-0-8], [8:0-2-2,0-0-8) Loading (psf) Spacing 2-0 0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 6-6 >999 240 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) I -0.03 5-6 >999 180 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 24lb FT= 10% LUMBER TOP CHORD 2x4 SP No'2 BOT CHORD 2x4 SP No.2 `Except' 82:2x4 SP No.3 WERE 2x4 SP No.B BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=419/0-8-0, (min. 0-1-8), 4=98/ Mechanical, (min. 0-1-8), 5=651 Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 8) Max -Uplift 2=129-(LC-8), 4=63 (LC8),-5=17 (LC 8) -Max-Grav=2=449-(LC1)4-98-{L-C-1);-"5=80 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=16ft; Cat Il: Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated.- 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4, 129 lb uplift at joint 2 and 17 lb uplift at joint 5. LOAD CASE(S) Standard S� �� i ��GENS6��/i i ,�. P 605 A ►. , ORI /��/s1, 10NALrE�G��\\\ Job Truss Z-7gpe Qty Ply Renton-Jem-Island J7 1-113 open 3$ 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL.; 34951 -?+ Run: 6:31 5 AUV3 zU79 Pnnt 6.31U 5AUq i3 zU19 MI IeK inoUsUles, Inc. Mon um zn 16:44:UU , rage: 1 1D:2gP8N WKkzPmU_NN8ko1 aj1 yPdIN-6HvbHUAyNOafaubK6S6v80B4zC7-r5a6t2KPiWr3j -2:: 7A-0 2-0-0 7•U-0 3 1 Scale=1:40.3 7 ao Plate Offsets (X, Y): [2:0-1-4,Edgel, [5:0-2-2,0-0-8) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.11 2-4 >695 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I SC 0.57 Vert(CT) -0.23 2-4 >347 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a I BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 28 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WERE 2x4 SP No & BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=49610-8-0, (min. 0-1-8), 3=201/ Mechanical, (min. 0-1-8), 4=66/ Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=140-(LC-8);_3= 163_(LC-8) Max Grav 2=495 (LC 1), 3=201 (LC IL4=132 (LC:BY= FORCES (lb) - Max. Comp./Ma)L Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16f; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope)~ Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated 3) This truss has been designedfora-10:0-psfbormm chord live load nonconcurrent with any other liv 4mds- 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of trim to bearing plate capable of withstanding 163 lb uplift at joint 3 and 140 lb uplift at joint 2. LOAD CASE(S) Standard 5+ P '3 0 5L`�\:::: - w �4 OR I ZONAL/It III t E�G Job Truss ) — Type Qty Ply Refiton-Jem-Island RG .'�cic-0pen Girder 2 1 Jab Reference (optional) Southern TnfdS, FL Pierce, FL, 34951 -t -Run: 8,31 S Aug 13 2019'Print 8.310 S Aug 13 2019 MTek Industries, Inc. Mon Oct 28 16:44:00 Page: 1 ID:1sk4rN3_nT1 yulwKATJ78CyPZTP-6HvbHUAyNQafaubK6S6v8OBBSC7wr5a6t2KPiQyOr31 • -2-1-9 5-49 z-1-s so-o 12 JUS24 JUS24 Scale=1:36.7 5 9 0 Plate Offsets (X, Y): (5:0-2-2,0-0-8) Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI TC BC WB Matrix-P 0.51 0.57 0.00 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) 0.10 2-4 -0.20 2-4 0.00 3 I/defl >554 >272 n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WERE 2--4 SIP No a BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 11 -0-0 oc bracing. REACTIONS (Ib/size) 2=708/0-8-0, (min. 0-1-8), 3=117/ Mechanical, (min. OA-13), 4=506/ Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 8) Max -Uplift- 2=255-{LC-8),,3=104-(LGS), 4=133 (LC 4) FORCES-- -(Ib) = Max. CompAimL Ten -Ap foaces 250 (lb) or less except w! shim NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-seoond gust) Vasd=124mph; TCDL=5.OpsF, BCOLmSApsg h=f 6$ Cat II; Exp C; End., GCpi=0.18; MWFitS(envelope), Lumber DOL=1.60 plate grip DOL=1- 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five Toads 3) Refer to girder(s)-for-truss to truss connections. 4) Provide mechanical connection (byottun4attruss to bearing plate capable of with standng 104 Ib up6R at joird 3, 255 lb uplift at joint 2 and 133lb upfft atjohrt4. 5) Use USP JUS24 (With 4-1Od nails into Girder &.2-10d nails into Truss) or equivalent spaced at 240-0 oc max starting at 2-0-12 from the left end to 4-0-12 to conned truss(es) D9 (1 ply 2x4 SP), D8 (1 ply 2x4 SP) to front face of bottom chord. 6) Fill all nail holes where hanger is In contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft). Vert: 1-3=70, 2-4=20 ,__aConoantrata dJeads-(lb) Vert 7=338 (F), 8=-411 (F) e; i Qj— _ Job i : as Truss Type Qty Ply Re>eton-Jem-Island STf Jack -Open 3 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 4 1 Run: 8.31- S Aug 132019 Print 8.31D S Aug 13 2019 MTek Industries, Inc: Mon Oct 28 16:44:00 Page: 1 ID:eWZsxJgM6vKvO8bu3wR751 yPdBU.6HvbHUAyNQafaubK6S6v80B3WCASr5H6t2KPIQyOt3j -2: 7-M 2-0-0 7-D-0 2.104 -0-0 9 17-0-0 2 29 0"_ 4-0-0 Scale = 1,42.8 0-10-4 Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8] Loading (psi) Spacing 2-0-0 CSI TCLL (roof) 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL O.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017nP12014 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 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=507/041-0, (min. 0-1-8), 4=218/ Mechanical, (min. 0-1-8), 5=541 Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max.Uplift. 2=134-(LU8), 4=154-(LC=8)- Max Grav 2=W7.&,C 13.4=218 (LC 1). 5=107 (LC 3) FORCES (ib)- Max Compff tr_Tem-Aflforces250 (ib) c riess eac>olia vhwa shown. NOTES 1) Wind: ASCE 7-10: %4 =1613 (39econd gust) Vasd=124mptr TCDt_=5_0pst BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi--&18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are M720 plates urdess oftreiwise indicated. 3)— This truss has been designed for a VLO psf bottom chord live load nonconaurentwith any other five loads. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 4 and 134 Ib upliftat joint 2 LOAD CASE(S) Standard 4 0 ri DEFL in (loc) I/deft Ud -PLATES GRIP 0.83 Vert(LL) 0.22 3 >358 240 MT20 2441190 0.35 Vert(CT) -0.26 3 >305 180 0.02 Horz(CT) 0.16 5 n/a n/a Weight 31 lb FT =10% GENS / P 105 ` arm. r. t H I7.r �i�j !ta (Tnss Truss Type City Ply a Rt r.t a-Islarha MV2 Valley 3 1 Job Reference (optional) aoumem MU55, ri Yierce, rL';•34`Jbl KUn: 8.31 5 AUg 13 ZU19 Ynnt: 6.310 5 AUg 13 2019i'iMIeK Industhas, Inc. Mon Oct 28 16:44:00 Page: 1 ID:be3BJhzPAumKh7B48fyEh\tyPd GG-6HvbHUAyNQafaubK6S6v80BFYCFNr5a6t2KPIQyOr3j 2-0-0 Scale=1:26.6 Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 15.0 Lumber DOL 1 BCLL 0.0 Rep Stress Incr BCDL 10.0 Code 2-0-0 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 1.25 BC 0.03 Vert(TL) n/a - n/a 999 YES WB 0.00 Horiz(TL) 0.00 2 n/a n/a FBC2017/1 PI2014 Matrix-P Weight: 5 lb LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHQRD $trLlrAuradl w94d sheathing direr* o0gd.. Qr 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=62/2-0-0, (min. 0-1-8), 2=48/2-0-0, (min. 0-1-8), 3=14/2-0-0, (min. 0-1-8) Max Horiz 1=35 (LC 8) Max Uplift 1=12 (LC 8), 2=-36 (LC 8) Max Grav 1=62 (LC 1), 2=48 (LC 1), 3=28 (LC 3) FORCES (tb) - Max_ CompJMax. Ten. -AII forces 250 (lb) or less except when shown. NOTES 1) ASCE 7-10;1hdt=160mph (3-second gust) VaSd=124rtmpk TCOL=5.Opsf; BCDL=5.OpsF h=16ft; Cat H; Eta C, End, GGO=0.18; MWFRS (envelope); Lumber DOL=t.60 plate grip DOL=1.60 2) Tam dui fbirrumd loads in the plane of the truss onf L For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, a-consult-quaffied-building-designer.as perANSVrPI .1- 3) Gable requires con5nuous bottom chord bearing. 4) Gable studs spaced at 4-" or- 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 6) Bearing at joints) 2 considers parallel to grain value using ANSI/TP11 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 36 lb uplift at joint 2. LOAD CASE(S) Standard GRIP 244/190 FT = 10% fit ;. P 605` \ �f. PA ��T R�p�l ( Q� NAL y .roe Truss Truss Type Qty Ply Rt�.sr,2,tr••Isiand MV4 Valley 2 [Job Reference (optional) ouu—u iry—, rL rime , FL., -495i - - •-• Run: 8.3i S Aug i3 20.9 Ynnt 8.3TLLJ Aug i3 20ki Mi teK industries, inc. Mon Oct z6 i6}44:uo Page: 1 , - ID:g6a9l ytO3RmTjjuaYgzpMNpyPdGO-6HvbHLIAyNQafaubK6S6v80BAxCCgr5a6t2KPIQyOq 0 a-ao I I I 1 i 12 ' 2x4 u 6 r z N H 91 3 4-D-0 Scale=1:30.2 Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 B. -ACANG 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. REACTIONS (lb/size) 1=146/4-0-0, (min. 0-1-8), 3=146/4-0-0,(min. 0-1-8) Max Horiz 1=81 (LC 8) Max Uplift 1=28 (LC 8), 3=69 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 Ob) or less -except -when shown. NOTES 1) Wind:ASCE 7-10; Vint=160mph (3-second gust) Vacd--124a#r TCDL=S.Opsf, BCDL=5.0psF h=16ft; Cat. It Eip C; End., GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=i.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 ANSIITPI 1. 3) Gable requires continuous bottom chord bearing. -4)- Gable -studs -spaced at,440-0-oc. 5) This buss has been designed for a 10.0 psf bottom . I five load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 69 lb uplift at joint 3. LOAD CASE(S) Standard c; r • PE�05 /• ENGX�\\ (r(_ I/1/Irlt11\\ �3 xm Truss Truss Type Qty Ply Renfon Jem-Island MV6 Valley 1 1 1 Job Reference (optional) Southem Truss, Ft Pierce, Ft-, 34951 - Run: 8.31 5 Aug•13 2019 Print 8.31U 5 Aug 13 2U19 MiTex Inoustnes,4nc. Mon Uct 28 16:44:UU Page:.1 •>• � ID:ag7G 1 N29a11 e2YDH HaAY77yPoDU-6HvbHUAyNQafaubK6S6vBOB0uC6nr5a6t2KPIQyOr3j 6-0-o j 12 2c4 n 2 3 24o 2x40 6.0.0 Scale = 1:33.8 Loading (psf) Spacing 2-0-0 CSI TCLL (roof) 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL • 1.25 SC BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACIN9, TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=236/6-0-0, (min. 0.71-B), 3=236/6-0-0, (min. 0-1-8) Max Horiz 1=131 (LC 8) Max Uplift 1=-46 (LC B), 3=111 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) -or less -except when -shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph"(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; Encl., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI(rPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gablestuds-spaced_at4-M oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 111 lb uplift at joint 3. LOAD CASE(S) Standard DEFL in (loc) Well Ud PLATES GRIP 0.99 Vert(LL) n/a - n/a 999 MT20 244/190 0.58 Vert(TL) n/a - n/a 999 0.00 HorIz(TL) 0.00 3 n/a n/a Weight: 21 lb FT=10% �\GEIVS�.��!�i� ,`. P 605 ` J � L � f r ORI �NALi Job Truss Truss Type Qty Ply RerYton-Jem-Island MV8 Valley 1 1 Job Reference (optional) SduthemTruss, Ft. Pierce, FL., 34551 Scale=1:37.4 —Kun: H.3i b Aug ij zme Print: 6.31a b Aug 13 zultsmi ieK maustnes, inc. man-uct zu io:44:u1 . -raga: 1 I D:Rf?pwM DNhOYrzbLIZQzgenyPcGg-6HvbHUAyNQafau bK6S6vBOB9DCCOr4U6t2KPIQyOr31 0-0-0 , Wit 3 2x4c Wu N4. Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Hodz(TL) n/a n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 31 lb FT = 10% 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. REACTIONS (lb/size) 1=108/8-G-0, (min. 0-1-8), 4=135/8-0-0, (min. 0-1-B), 5=408/8-0-0, (min. 0-1-8) Max Horiz 1=181 (LC 8) Max -Uplift 4=64-(LC-8), 5=193 (LC 8)- FORCES (lb) -Max. CompdMax: Ten. —All -forces 250 (Ibyor less exceptwhen shown. WEBS 2-5=317/238 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh, BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSVTPI 1. 3) Gable requires continuous bottom chord beating. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom, chord live load nonconcurrent with any btlier I•nre loads. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 64 lb uplift atjoint 4 and 193 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Renton-Jem-Island V1 Valley 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 - �I ' Run: 8.31 S Aug 13 2019 Print W.10 S Aug 13 2019 Mi Iex Inoustnes, Inc. Mon Uct 25 15:44:01 Page: 1 ID:I4AG2BIduFwDEGLrBDlowbyPb71-bUT_UgBa8ji WC2AXgAdShEjQgcbgaYgG6i4zFsyOr31 12 6 1- 1-B-0 Scale = 1:26 Loading (psf) Spacing 2 0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 4Ib FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TQP QHORD -5 tq�ir0,1 W994 @@thing dimi;#Y amhkd or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=47/1-8-0, (min. 0.1-8), 2=37/1-8-0, (min. 0-1-8), 3=10/1-8-0, (min. 0-1-8) Max Horiz 1=26 (LC 8) Max Uplift 1=-9 (LC 8), 2=28 (LC 8) Max Grav 1=47 (LC 1). 2=37 (LC 1), 3=21 (LC-3.) FORCES (lb)-Max.-Comp:/Max. Ten: —Ail -forces 250 (lb) or less except when -shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=5.0psf; h=16fi; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSVMI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc., 5) This truss has been designed fogy a 10.0 0 Bottom chord live load nonconcurrent with oily 6ther.W6 loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building ct designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 28 lb uplift at joint 2. LOAD CASE(S) Standard _\GENS��`��i P 605 1 f pg Job Truss Truss Type Qty Ply Rerrton-Jem-Island V3 Valley 1 1 Job Reference (optional) nmi.o.a,.�nuy�o a,anmLo.0-arwy, 10 ZUV MI I Minousmes,Ipc. Mon UC[Zt$ 1 b:44:U1 Page:1 I D:14AG2BIduFwDEGLr8D]owbyPb7i-bUT_UgBa8JWC2AXgAdBhEjM8cZlaYq G6i4zFsyOr31 3-6-14 it 12 2x4 u 6 2 S� n 1 B1 3 W. -- -- _._2x4u --- . 3.6-14 Scale=1:28.4 Loading (psf) Spacing 2-0-0 CSI TCLL (roof) 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRAGGING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=126/3-6.14, (min. 0-1-8), 3=12613-6-14,(min. 0-1-8) Max Horiz 1=70 (LC 8) Max Uplift 1=25 (LC 8), 3=60 (LC 8) FORCES (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-1.0;_Vult=160mph_(3-secand_gustj_ Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16tt; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSUfPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 440-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other five loads. 6) Provide mechanical connection (by'others) of truss to bearing plate capable of withstanding 25111 uplift at joint 1 and 60 lb uplift at joint 3. LOAD CASE(S) Standard DEFL in (loc) I/deft Ud PLATES GRIP 0.26 Vert(LL) n/a n/a 999 MT20 244/190 0.15 Vert(TL) n/a n/a 999 0.00 Hodz(TL) n/a n/a n/a Weight: 12 lb FT =10% a Job Truss Truss Type Qty Ply Retlton-Jem-Island V5 Valley 1 1 Job Reference (optional) oomnem Truss, rL Tierce, rL-, 44`J01 Scale = 1:34 x,.Kun: 8.31 5 Aug 13 2U79.ennL 8.31U S Aug 13201 SAA IeK Incustnes, Inc• Mon Oct Z8 16:44:U1 Pagmj ID:14AG26kiuFwDEGLrBOlowbyPb71-bUT UgBaBjWC2AXgAdBhEIHCcZ5aYgG614zFsy0r3i -2-1-9 3-5-6 2-1-9 3-5-B 12 2x4a 6 r I 3 2x4 0 2 T1 4 QI 1 5 61 2x4a _. — - - .. -' " -.--- . 2x4u .. 3-54t Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC I 0.13 Vert(CT) n/a n/a 999 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: 19 lb FT= 10% LUMBER TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 PACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=88/3-5-8, (min. 0-1-8), 5=351/3-5.8, (min. 0-1-13) Max Horiz 5=123 (LC B) Max Uplift 4=69 (LC 8), 5=92 (LC 8) Max Grav 4=92 (LC 13), 5=351 (LC 1) :FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP -CHORD 2-5=310/120— NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0pst h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (emreloper Lumber DOL=1.60 plate grip DOL=1.60 21 Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconounent with any other rive loads. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 92Ib uplift at joint 5 and 69 lb uplift at joint 4. LOAD CASE(S) Standard i y — f PE0-Z ` t rSITAM - Job Truss Tr Truss Type Oty Ply + Re75ton-Jem-Island Valley 1 RQ l 6 m Tn, M Dl _ CI 1.— Job Reference (optional) _.. .. ..,......... .......a „ �� . ,,.. ...., ., _ y �u cu la Ivinen muusules, inc. Iwon uc[zts �6:44:u7 Page_ 1 ID:dlrJgSnzG8w4zVBgUiVa8gyOsBE-bUT UgBaBjNVC2AxgAdBhEjLwrZ4aYFG6i4zFsyOrX a 3-9-8 7.7-0 3-9-8 3-9.8 12 4x4- 6 2 � A (1 a 6 1 In 3 e1 - - - -- -----.2x4.a._ .. -- - --—1x4.a. — - - 2xbo Scale = 1:29.8 7-7-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (IOC) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix P Weight 24 lb FT = 10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRAC-IMG TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=14517-7-0, (min. 0-1-8), 3=145f7-7-0, (min. 0-1-8), 4=28117-7-0, (min. 0-1-8) Max Horiz 1=32 (LC 7) Max Uplift 1=56 (LC 8), 3=-61 (LC 9), 4=42 (LC 8) FORCES (lb) --Max.-Comp./Max. Ten. -All forces 250 (lb)-or-less_excep' n shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=S.Opsf h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other five loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 61 lb uplift at joint 3 and 42 lb uplift at joint 4. LOAD CASE(S) Standard � + PE 605 ; ATE F ,ORI /��j�s/0/VALt Job Truss Truss Type Qty Ply i RerAon-Jem-Island V9 Valley 1 1 Job Reference (optional) a0UMemIrUSS;t•Lmerce;i1L.,34801 - —_.------ ___. KOnitl.3TS'AU3.732U15.F'ODCtl.3W5A0g13'Lo79MIleKInOUSbieS,Inc. Mon©Ct2816:44a11 - page:l ID:XSu593UHt3CSuyYRBfdKFyyOsGn-bUT UgBaBjIWC2AXgAdBhEiPecbEaYHG54zFsyDr% 4-M I 9-1-0 4-6-8 4.6-6 12 4x4- 6 3 -- --- 2x4o- - -- - -- to ' - -1x4u-' --' -- --- 1x4e Wx4 - 9-1.0 Scale = 1:31.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Hofiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixS Weight: 31 lb FT= 10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRAQINCa TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. REACTIONS All bearings 9-1-0. (lb) - Max Horiz 1=39 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 7 except 6=-101 (LC 9), 8=-101 (LC 8) Max Grav All reactions 250 (lb) or less at joint .(s) 1, 5, 6, 7, 8. -FORCES-Qb)�--MaltGompJMax--TErr.--Ali-forces-250- (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. 11; Exp Q-End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Tnrss 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 consuft qua5fied building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oa 6) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (a)1, 5, 7 except Gt--lb) 8=101, 6=101. LOAD CASE(S) Standard ..tee-��_ . � - _ : - _ -• -.__ .....-.. -.r �-- -_ --_.. __- __- - , ... _ -.. Lz--5"�-�